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HomeMy WebLinkAboutSDP201800040 Plan - Revision 2021-07-26MAJOR SITE PLAN AMENDMENT TO 5DP20 1 0000 12 LEGEND EXIST NEW DESCRIPTION 165 TC x 12'TC TOP OF CURB ELEVATION 16' x 12'- SPOT ELEVATION 165TW x 12'TW TOP OF WALL ELEVATION 1658W x 12'BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER -RD - -RD - ROOF DRAIN _ SEWER LINE - 6"w - - s'w WATER LINE - GAS - Gas GAS LINE - ME- - OHE OVERHEAD ELECTRIC WIRE -um- UGe UNDERGROUND ELECTRIC - OAT - - DHT - OVERHEAD TELEPHONE LINE - uGT - - uGT - UNDERGROUND TELEPHONE LINE D - DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C C PLUG cev ®W WATER VALVE & BOX 4. ♦ FIRE HYDRANT ® ® WATER METER LIGHT POLE f UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT --"'- --"'- GRADING EASEMENT -"'- DRAINAGE EASEMENT - UTILITY EASEMENT --- WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE _ STREAM 312 - 12- INTERVAL CONTOUR -300- - oo- INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 cG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP soul ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND t0 to PARKING COUNT - CROSSWALK HANDICAP ACCESSIBLE AISLE ® ® CG-12 L& & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 2300 HUNTER'S WAY 5DP201 800040 TAX MAP 07800-00-00-049A0 SCOTTSVI LLE DISTINCT, ALBEMARLE COUNTY, VIRGINIA VICIMITY MAP camel I=- 4YY-7 nnn2 1110 gloat tto9 Inl i99 ear SeHersanP*aA 17n Harkens Maun lain Rd s50 ou n J{ego U3 �r F7� SIC` Transportation ip UPS Customer Center ■ Department j Richmond Rd jLJ} 2f -- a SITE �d 7) A IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER 5HEET C2 - EX15TING CONDITIONS C3 - SITE PLAN C4 - UTILITY * GRADING PLAN C5 - NEW LANDSCAPING PLAN CG - TOTAL LANDSCAPING PLAN C7 - LIGHTING PLAN C8 - 5WM * BMP DETAILS C9 - 51TE DETAILS SPECIAL USE / EXCEPTION CONDITIONS SP 201900003 HUNTERS WAY COFFEE SHOP SPECIAL USE PERMIT CONDITIONS 1. Restaurant uses on the parcel will not exceed 700 gross square feet. 2. No indoor seating associated with the restaurant use is permitted. 3. No public restrooms associated with the restaurant use will be provided. SDP 201800040 HUNTERS WAY COFFEE SHOP SPECIAL EXCEPTION CONDITIONS 1. The drive -through window shall be located within the general area shown on the exhibit entitled "2300 Hunter's Way: For Illustrative Purposes Only" prepared by Shimp Engineering and dated December 20, 2019. 2. The area of land disturbance on critical slopes may not exceed 2,488 square feet as described in the request entitled "Major Site Plan Amendment (SDP201800040 An Amendment to SDP201600012) Critical Slopes Waiver Request" and as shown on the plan exhibit entitled "Critical Slope Waiver Exhibit," both of which were prepared by Shimp Engineering and are dated October 22, 2019. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER VIRGINIA DEPARTMENT OF HEALTH FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION DATE OWNER / DEVELOPER Owner/Developer: Heortrock Farm, LLC. 271 Glenleigh Rd Charlottesville, VA 22911 ZONING HC - Highway Commercial EC - Entrance Corridor LEGAL REFERENCE TMP 07800-00-00-049AO _ DB 4611 PG 29 DB 688 PG6 (Plat) BENCHMARK Benchmark is an existing storm sewer manhole along Hunters Way at the site entrance. Elev. = 389.01 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary & Topographic survey information provided by. Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Original Field Survey Completed June 29, 2015. Updated with as -built Field Survey Data February 13, 2018. A title report was not provided. All easements and encumbrances may not be shown on this plan. SETBACKS -Front Building: 30' (DB 688 PG 636) -Front Minimum: 10' from Public Street ROW -Front Maximum: none, since this is a corner lot abutting a principle arterial highway (Rte 250) -Side/Rear: Buildings with minimum separation per building code, no maximum. EXISTING USE 2 Existing Commercial Buildings -Total 4,304 sf. With Associated Off Street Parking Vehicle Repair Shop- 3,300 SF PROPOSED BUILDING HEIGHT Maximum Permitted: 65' Retail Building Height : 35' Coffee Shop Building Height: 35' PROPOSED USE Ex. Vehicle Repair Shop: 3,300 SF New Drive-Thru Coffee Shop: 550 SF No Public Restrooms in building. Drive-thru has single lane, window faces Hunter's Way ROW. New 2-Story Retail Building w. Basement: 3160 SF Footprint Hardware Store: 3160 SF Retail Sales Area Office Use: 3160 SF Gross Area All Uses include required Off Street Parking SIGNS All signs shall conform with the MUTCD Guidelines. Drive-thru Order Sign faces away from Public Streets. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO295D), this property does not lie within a Zone AE 100-year flood plain. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE MRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PI df.F MATFRIGI IN A" I IFTS LIGHTING Proposed outdoor lighting locations are shown on Sheet C7. PARKING SCHEDULE Automobile Service Station: 1 Space Per Employee + 2 Spaces Per Service Stall 1x4 Employees + 2x6 Bays = 16 Spaces Required 19 Spaces Provided Retail Buildina (Includes Basement & 1st Floor for Hardware Store, & 2nd Floor Office Space): Hardware: 1 Space per 400 SF of Retail Sales Area (RSA) 3160 SF RSA = 3160/400 = 8 Spaces Required 9 Spaces Provided Office: 1 space per 200 SF of Net Office Floor Area (80% of Floor Area) 3160 SF x 0.8 = 2528/200 = 13 Spaces Required 14 Spaces Provided Drive-Thru Coffee Shoo: 1 Space Per 200 SF of Gross Floor area 550 SF x 0.8 = 440/200 = 3 Spaces Required 4 Spaces Provided Total Number of Spaces Required: 40 Spaces Total Number of Spaces Provided: 46 Spaces (This includes 2 handicap van accessible spaces and 12 spaces for vehicles awaiting repair) WATER & SANITARY SERVICES Water Service will be provided by existing well. Sanitary Service will be provided by a new private septic system on site which will connect to an existing drainfield. See Sheet C4 for location and usage calculations. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. MECHANICAL EQUIPMENT NOTE Mechnical equipment will be roof -mounted. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. CRITICAL SLOPES There are 11,377 SF of field surveyed critical slopes within this property. See Sheet C2. 2,488 SF of Critical Slopes disturbance is proposed with this plan. WATERSHED This site is located within the Middle Rivanna River Watershed. This site is not located within a water supply protection area. LAND USE SCHEDULE EXISTING Area % Buildings 6,250 SF 9.84% Pavement 15,908 SF 25.0% Sidewalk 3,252 SF 5.11% Impervious area 25,410 SF 39.95% Open space 38,202 SF 60.05% Total= 63,612 SF (1.46 ac.) PROPOSED Area % Buildings 7,010 SF 11.0% Pavement 21,230 SF 33.4% Sidewalk 3,780 SF 5.9% Impervious area 32,020 SF 50.3% Open space 31,592 SF 49.7% Total= 63,612 SF (1.46 ac.) DEMOLITION NOTE Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such. Contact VDCLI for additional requirements and permits for demolition projects. TRIP GENERATION AM PM Use Description ITE Qty Daily In Out In Out Auto Repair 942 6bays 80 9 5 5 9 Hardware Store 816 3,160SF 29 8 4 2 3 Office 712 3,160SF 51 6 4 5 7 Drive-Thru Coffee 935 550 SF 239 18 16 18 17 Total 399 41 29 30 36 12. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 13. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARE PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 14. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 15. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 16. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 17. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 18. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 19. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. n JV"W M.-SHIW 1 . o. 183 �1111110. Z 21 21 �4 `r'y�ONAL FN� T.M. 76-49B LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR D.B. 4482-425 D.B. 1235-5 PLAT — 370 -OHU— U—OHU— 0=89°59'50" R=40.00' sroP L=62.83' SIGN T=40.00' / C=56.57' / CB=S51°57'44� / / INV N= 355.1 PAVED 36 � � YNF 371.07 / — � nH0 �n wo nHo VCRITICAL SLOPES (SHADED AREA) PRODUCED BY CONSTRUCTION OF HUNTERS WAY. THESE CRITICAL / SLOPES SHOWN ARE FIELD S RVEYEDAT >25%SLOPE. LEGEND 23 ' JV"WM.-SHIW i 4.7183 121��� �`r'C�ONAL FN� I 0 30" I MAILBOX WALNUT g * 2374 c I I 1�5 SIGNN I c I IEX (GRASS*, I of I I$RI30.0' rl I R1 .O'er z I I I U II I U C I I w m I _' n II I it .O 6 I , d r i m II c I' , �Im ■ I CHU-0 U— OHU— HU — OHU I STOP SIGN 1000, PAVED I � nH0 HIO � nHo n nHD � FHA NEW `. FACIL m EASEW I ; U7BOXTYI / UTBOXTY I I GRASS M -4--/ KIOSK MULCH I 1 r RETAIL BLDG 3160 SF FOOTPRINT 2 STORIES+BASEMENT USES: HARDWARE STORE r (BASEMENT+FLOOR 1) SMALL OFFICE (FLOOR 2) FFE=386.33 "rt18° WALL3FE=376.33 CONC DITCH "HC VAN" SIGN HANDRAIL —inmu wrrL 50 SF ATTACI FFE=384.62 N TRANSITION A 4" TO 6%C T.M. 78-49B LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING -HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR 1 D.B. 4482-425 D.B. 1235-5 PLAT x 1 1 x 1 � x GRASS x 1 x X —X _X —X —X —X —X —X NE LIMITS OF DISTURBANCE G� Ae TREELINE 0 / GO EXIST. WOODS ..................... Toa= / 389.01 D&IV'THRU ORD .,., ... .,.. INV ou7= INDOW OVERHAN . G R\ 385.59 ............. ................... ....... .. ...... ............................ ...... ................ dry /. ..............(.9)"9'x18'"�'� PACE' .................'...... . . 13' CLEARANCE ..' .'r"' . ... ... ..'.'.'rj• .' / ..'.'.'.'..'..SHOP'. .ARK'IN.'...'.'.".'.'.'.'.'.'..'.'.'.'.'.'..'.'.'.'.'.U..'.'\.'.'.'.'.'.'.'.".............. / / EX. ENTRANCE E%IST CONIC D11CH � —RAVED / EX. ROAD CL _ � � r3.5" AND 6" BOARD WIDTHS 6" / FOR VERTICAL VARIATION p\I& / CONC 3B YWF 371.07 I 370.38 8 370.96 INV OUT= 366.17 SCREENING FENCE DETAIL C3 Not To Scale PAVED 3"X8' M (P LEGEND HATCH TYPE DESCRIPTION 12 SPACES AI VEHICLESRESERVED AWAITING REPAIR ------------ EX. ASPHALT PAVEMENT ELA TO REMAIN NEW ASPHALT PAVEMENT DISTURBED CRITICAL SLOPES Mechnical Equipment Note: Mechnical equipment will be roof —mounted. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Fire Marshal's Note: Knox Box Required for all buildings, please contact the Albemarle County Fire Marshal office for location. Sian Note: Guidance Sign, Drive—thru Order Signs, Advertisement Signs, and Monument Signs are not approved by this site plan and require separate approval. Qc ti t _y 7 1 No. 183 � Z�21�211 • 0 20 40 60 1 � ( 1 - 370 _x I x -x \ x -x x Ix I \ \ I SAN RC AI -S Peed TaS--_S =-S�6S �S�o - S -S' S IS -S S \ \ \ \ a6 I -390� S_--s--,S =sue s1 S �s -SI-s L S \ tEl s0 r•-------re"ECT3fit S4� ; l SE \ 86 - .'.'.'.Gan'.'.'.'.'.'.�JO. d X I / DIS IBl \ l.'.'.'.'.'.'.'.'..'..'I...........n...'.'.'.'.'.' \c ISEPTIC i .'.ACCESS .............. �Or..V`.... / 2,00 / SF \ N / PUMP \ ...ems,. .. C \pI \ SEPTIC 5.7cc � $6°D MANHOLE.ddcs�'.'..'.. MW-37$R3.......... j /DRAINFI LD AREA+ / \ 1 I I TANK 83 -� r / 86 -i ...:.,\,. °� .�� 2...:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...'.'.'.'.'.%..•FACI.LfTY.-.- ,, / / I / \ I I I / E•ASEMEN7 c ✓ (Prim�iry and \ \ I I II J 00 / rn / I IN E s�d ' % RP erVe) I N / 444 I / I 0 I / - \ I III I I^�' / 8280 8330 / 8550 / I I :.:.:.................' .......... ...........::I:.:.:. I R 0 / / FACILTY'. . b / c--0- / ----------- (7 h \ I g I I I FlSP U _ a / J 1 \ II VI II I I I HVAC AND MECHANICAL - °° . '.... ,. ' a� Q \ I n I EQUIPMENT Ot� ROOF I z Q 1 I I I I >8 4.. TRENCH DRAIN :.,.....\ ........................................ 1 \ I I T C RETAIL BLD I \ I I.'.'.'.'I'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' G rr1 J I as YLOPLAST I I 3160 SF FOOTP INT ZJ -+ 2STORIES+BASEMENTa. ••• •••• a \\ // // I x2 INLEiT 6 6„ 11 USES: HARDWARE STORE \;..'.'.'a;.'.'.P.:.:.:.:.......................................... d / D � \ I . (BASEMENT+FLgOR 1) I :':•:':•\':•:•:•:•:•:•'•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:' ..�'4..hR.�..... .................. / / / / / / 7 7 (SMALL OFFICE (FI�OOR 2) 00 Q \ II I -I'i I FFE=386.313.....\..................................... '..'3.Ruhs'Af.'93. a0 4 s I l .'4nA..,.378.26.'.".'.'.'.'.'.'.'........... 0 0 \ I 70 I BFE=376.3� m 1 �. I. .. 89 a 89 1 I 4% .............. .................. ? / ' O \ I I I O I{ I O 30 S VEPCO I I .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. \ ........ 6t . I .' .................................................. \ i �y I z. W.........'.'.'.................................. ' / EASEMENTj y'f�� -I h 1 HIGHEST BOTTOM OF 85 \ 85 '.'.'.'.'.'.'.''.L'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'...'..'.'.'..'..'.'.'..".\.'.'.'.'.'.'.'.'.'.'.'.I.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'}{�I.' d \ • I II I I:II FOOTER ELEVATION IN ..'.'.'.'.'.\.L.........................:.:.:...'..'.'.'..., ...,...'.1'.'.'.'.'.'.'.'.'.'.'.L'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'8.a'.'.'.'.'.'.'.'.'LL' d \ i DASHED AREA-473.00 I\ I I I A2 J NEW SWM 00 / \ I\ I I FACILITY a,' S Op I HOPE. DRAIN'.'.'.'..\.'.'.' o 9 \ o I r E SEMENT I 85 84Ts.:,....... - - I B.D.. ..... 89..' ......' .' \ _396 I I I I I 18.".'N'YCOP'.LAS.... .............................................. u d .'.;CATCH..BASIN'..' .'.'.'.TOR=•..fi:92......•...•...•...•...\•...•...•...•.•'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' \ �� /\P E S M s IV55THRU C FFEE SHOP ...'..•....... .'.'..........'.'.....'.'.'..'.'.'.'.'.'.'.'.'.'.'. I \ I F IL TY I I Zq 550 SF ATTACH •11• • • • • • • • • Ex. Private _ _ _ `h¢, FFE=38 621�'x1.2" ••::'•PL,S9 •TINE........ j............................................. / \ I E S ME T y. DR I .4„ .. ....DRAINS 1N'Y�...'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. /0 Well 1 \ \ I \ 4 _. 83 84 8 E 0.'DI�.'3C.......'................................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. \ JI \ \ \ 83' � �d405 MH \ \ \ I i•1zEPA \ 389.01 i \ _ INV OUT- 84 NY,'.'.P�AS� ..ATE......"\..... .. ..... ....... \3ass9 \ ................. ...... ....... 8 2 \\ \... ...... 1 .'.'.\.. ............ \ / Water[ons 1'"..PRI ATE\. / `.'.'.'.'.'.'.'.'.'.'.'. JJJ((( �\ 0 86a 96' 85Ia WINDOW x d x RETAIL BLD '. . . . . . al 3160 SF FOOTP INT 2 STORIES+BASEMENT 1 USES: HARDWAREII STORE 4 .......,.. . 1) ss'a8s1585� ((BASEMENT+FLOOR SMALL OFFICE (F OOR 2) ° ......... �. FFE=386.3 I ° BFE=376.3 86°D 85 as 5 . . . . . . . . a \ �� 88" 8524 ......... ......... I 0. d o D0 ....... a `I I 00 000 00 0 Oo �� t a ....... g4�..... I .al 85 . I Icl d.t 1 HAN'DR �.. . . . . . 85� EX END BACK OF CUR TORNdOWN, 84 . . . . . . . I , 84� n 8 ac. 4 d 4 ae 5 84w 8. 0 0 RD DRIVE-THRU C FFEE SHOP 550 SF ATTACHED 8� 84" FFE=3862 00 .. . 14 � 840° I.. \. 48 I i .. .. .. .. .. .. 4 7U . 0 00 Rn 1 STOREFRONT GRADING PLAN C4 Scale: 1 "=10' Water Consumption Calculation Gallons Da per Albemarle County Zoning Regulations p ( / Y) p ty B B Numberof Daily Consumption Total Daily Water n Activity Units Units per Day per Unit (gallons) Consumption(Gal/day) Notes NU-° OHU OH U \ 2 R MH 4. 7 Repair shop customers u \ \ "WATER SER�r e° / r•.••• •• .••• • \ OH O U v� - U � P --Drinkin fountain Customers 24 0.05 1.2 Assumes each customerconsumes6ounces of waterfrom the fountain. OH Inv 37�7.0 �../ gyp. •' \ / �a O g ow W "� \ / Given i thkelyfountain is in the shop, not the public area, we believe this I � i \ � ���." \ \ / / estimate is likely high II �`I� Washing hands in restroom Customers 24 0.02 0.5 Assumes two ounces of water evaporate or get left on the towel when IP- o= I coN t5 ✓ - / / Repairs op personnel gfou maim �� \ \\ \ \ \ \ �`\ � \ \ \ \ \ -Drinking fountain Employees 3 / J - - - - - \ -Washing hands in restroom Employees 3 / c NEW SWM - - ` ---- - --- \ _ FACILITY - `-_-- --_ - --- - INv OUT- \ - / / IN EASEMENT- _ - - - CONC D1TCH 375.50 / -mopping Units 0.14 355.86 CONIC DITCH radiator Units 4 Retail store employees - - on ki ng fou ntai n Employees 8 EX. ROAD C4 I I I -Washing hands in restroom Employees 8 CONC p\1CH / / -mopping Units 1 M u�0DI-38 \ \ / > / / i Office Employees i -Drin ing fountain Employees 10 X. 15" CONC PIPE / - Washing hands in restroom Employees 10 woO C�Co INVERT / I 371.07 -nF{0 ° nu r_ - - - - 59.91 -� 370.38 �nHO 370.06 iuv n- nHo (•OUT= 355.06 I l Wastewater Calculation Demand Activity Units Number of Units Flow Per unit Total Demand (gpd) Vehicles Served Vehical 24 8 192 Repair Shop Personnel Employee 4 13 52 Retail Store Customers Parking Space 5 2 10 Retail Store Personnel Employee 6 10 60 Office Personnel Employee 10 13 130 Drive-Thru Coffee Shop Estimate From Franchise Records 135 Total Estimated Daily Wastewater Usage: 579 2 SEWER DEMAND TABLE C4 Not To Scale Drive -Through Coffee Shop - Dri n ki ng fou ntai in Wastewater Calculation Demand Activity Units Number of Units Flow Per unit Total Demand (gpd) Vehicles Served Vehical 24 8 192 Repair Shop Personnel Employee 4 13 52 Retail Store Customers Parking Space 5 2 10 Retail Store Personnel Employee 6 10 60 Office Personnel Employee 10 13 130 Drive-Thru Coffee Shop Estimate From Franchise Records 135 Total Estimated Daily Wastewater Usage: 579 2 SEWER DEMAND TABLE C4 Not To Scale Drive -Through Coffee Shop - Dri n ki ng fou ntai in 2 SEWER DEMAND TABLE C4 Not To Scale Drive -Through Coffee Shop - Dri n ki ng fou ntai in Employees 3 - Washing hands in restroom Employees 3 - Product sales Store Units 1 -mopping Units 1 WATER CONSUMPTION ESTIMATE OF 62 GPD IS LESS THAN THE ALLOWABLE AMOUNT OF 584 GPD (1.46 AC * 400 GPD) 20 0 Scale: 1 "=20' 0.5 0.06 6 0.75 0.5 0.06 6 0.5 0.06 O.S 0,06 35 2 1.5 0.2 0.9 3.0 4.0 0.5 6.0 5.0 0.6 1.5 0.2 35.0 2.0 customer washes their hands Assumes each employee consumes 64 ounces of water per day Assumes each employee visits the restroom three times/day and consumes two ounces per restroom visit by drying hands and through evaporation Assumes shop is mopped once perweek and 6gallons of waterevaporate5 each time the floor is mopped Assumes four radiators are serviced per day; approximately .75 gal is added 1 radiator per repair, we believe this estimate is likely high Assumes each employee consumes 64 ounces of water per day Assumes each employee visits the restroom three times/day and consumes two ounces per restroom visit by drying hands and through evaporation Assumes store is mopped daily and 2 gallons of water evaporates each time the floor is mopped Assumes each employee consumes 64 ounces of water per day Assumes each employee visits the restroom three times/day and consumes two ounces per restroom visit by drying hands and through evaporation Assumes each employee consumes 64 ounces of water per day Assumes each employee visits the restroom three times/day and consumes two ounces per restroom visit by drying hands and through evaporation From franchise records of of actual product sales and water consumption for the month of June, 2018 Assumes store is mopped daily and 2 gallons of water evaporates each time the floor is mopped 31WATER CONSUMPTION TABLE C4 Not To Scale 20 40 60 V3 U Jb TiTjt M. 183 $ 183 A I Q m z 0 LL Z i LU ZwZ W Q 0 Z 0 QW LL M LU � Q p 0 m Date 05 21 2018 Scale 1 20' Sheet Sheet No. C4 OF 9 File No. 16.003 DRAINAGE ESMT. \fig \ + + \+ + + + + +/ "'\ \ / \ — 0 \ I\ \ \ \ \ \ \TREE PROT€G-TION FEN—'1NGl — — _ _ — — — — J \ \ / ------�/ OH U ESMT. ' DRAINAGE ESMT. / I w — ODACSA ESMT. I I RAVED EX. ROAD C4 1 i mo nHD �nrro SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. C PREPARED SOIL FOR SHRUBS ROUGHENED O BIND NEW SOIL SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1 /3 OF ROOTBALL 3" TALL WATERING BERM TREE TIES, SEE SPECS. — 1-112" SQ. OAK STAKES — SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH AFTER PLANTING AND WATER — THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE a �IFINISHED GRADE PLANTING PIT. SEE SPECS I n ............ JIB• 1 SHRUB PLANTING DETAIL C 5 Not To Scale PLANTING SOIL, AND ElIg PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM OP 1/3 OF ROOT TWO TIMES UNDISTURBED SOIL BALL D ©TREE PLANTING DETAIL C5 Not To Scale 0 I LO 20 0 20 40 60 WNW — Scale: 1 "=20' TEL ELl // \ / oDW /DW _ / \ I( 15' DBLI Plant Planting Type Symbol QLarge Shade Tree Large Shade Tree Large Shade Tree NEW LANDSCAPE SCHEDULE Minimum Total Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF Quercus polustris Pin Oak 2.5" Cal. 2 419 838 Acer rubrum Quercus phellos Red Maple Willow Oak 2.5" Cal. 2 2.5" Cal. 2 452 904 419 838 OOrnamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 6 124 744 Evergreen Screening Ilex cornuto Dwarf Burford Shrub "Burfordii Nana" Holly 2' Ht. 29 14 406 Evergreen Screening Rhododendron Rhododendron cS<a�j�s 9 Shrub "PJM Elite" "PJM Elite" 2' Ht. 31 13 403 Evergreen Screening Abelia grandiflora Compact Glossy Shrub "Compacta" Abelia 2Ht. 29 14 406 Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/o 0 Shrub Broadleaved Evergreen Kalmia latifolia Mountain Laurel 2' Ht. 21 n/a 0 ` Shrub + + Low Maintenance Southeast Native 150 lb/ + + + Ground Cover Grass Seed Mix acre TOTAL NEW CANOPY 4539 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. LOW MAINTENANCE GROUND COVER SEED MIX: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) Mix the following 5 seed types at 30 Ib/ac each: Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghostrum nutans). I 1 I I I I N � N N W Q 5> V)w ♦- J z UI W Q F 0 0 W J Q O I N U 23 J iW M. S183 183 �o0 Z 21 21 �4 `r'C�ONAL FN� O C V V A 1� _o c E E E E E E E E E E E E E _ o o o o 0 U U � T T C� C C f C C O Q > > Q ¢ > rV 0 U U U v 1 Cn rnrn oo oo� N N N N N O O O O N N N N N N N D O O O N I N N 1111r���� SOON 0 0 O N N O 7 n co M��l o Q 0LL (� ZLU i L °wZ W Q 0 z U gL w W Q vJ W O O W L Date 05/21 /2018 Scale 1 = 20 Sheet No. C5 OF 9 File Na. 16.003 N o \ \ N W 370 Ct W _ x fL X— x x— X I X I X oW / \I v v Gantt or Albemarle' o sPE I/ I I I / 1 / Dw 1MAPLrV Conservation Plan Checklist -To be placed on Landscape Plans d \ \ \ \ \ I ° ! o / (Handbook, pp 111-294-III-297 for complete specfieations) �i Z \ \ I\ ACSA SMT. \ \ \ \ 1, 'T fulb"tin ire ssbatt an: ^LI 0 c \ Trees to be saved; 9� Limits of clearing (outside dripline of trees m be saved); Location and A Grade changesrequiring e of ttree welective ls or walls: v01 ..d / / / / / / Proposed trenching or tunneling beyond the limits of clearing. 2 N Ij ro \ a / — — — I W r � s: I d d I Na In F> / \ I \\ I \c I • + ° �'.'.'.'. ... ' ' C , �/ / / / �L7 All aces to be saved shams betmarke h print or � n at a height clearly visible to equipment operators. 5 W ........ .. .. / I / o grading shall begin until h t king has been urspected and approved by a County inspector. \ ' 1 ..:. ......... ... ... . ........ \ I +/ —J —I Z'..... / I 9 3. Pre con ti eaference: N N A l Trcc presrn2tion and ptu'cction measures shall be m%.owed with the contrador on site. Z W I + \\ 1 L,ll II + + � _ I N / co / / co /' c . .�... C a r / — — l I / / / / 4. E ul ment O oration and Storage: ....... .... \ + / /Hravy equipment, vehicular traffic and storage of constmctlon materials including soU shall not be permitted within the driplines of tr W I I I+I + oo / �- / / to be saved. VV Q \ 11 + / S. Soil Erosion ion Devices; (_ \ I� I I + I // 7 / / a� / / / �I \ Such devices shall not adversely affect trees to be saved. a I / / \ 6 _. Fir \ \ d 0/ / tL Fires arc not permitted within 100 feet of the dripllne of trees to be saved. �J I I+ I' I 1 I... I I / / O O + I I \ / \ 7. Toxic z + >8 '.':'.'.'.'.'.':' '..'............. L H C + OH U ESMT. \ \ Toxic gmataterials shall not be stored within 100 feet of the driplme of trees to be saved. �� 71 — — % \ I I rFl I I .a ....... ............... d d \ \ / / i S. Protective Fenclov; + I + + I 1\'I Q / / Ir Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ` I SWM ESM I / O D \ + + I ' ' \' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '.. I . / Forcing shall be in place and shall he inspected and approved by a County Inspector prior to grading or construction. U 0 o I I I .::\::.:.....:::,::::::..........: I// // 9 1 M. HIMP a I + + o $ / oo v. Tice W - i . o. 183 \ I + I (SWM ESM..:.: :::': :'::::::::::'::: ': :. d d r / when a diet 1 A q .I. o the gown a must be raised within the dripline of a nee to be saved, a nee well shall be provided and a canstrucnon deL .................. I ............. ................ .. .... .. .. ..................................... -------------cc) 2 submitted fora royal. �+ +I I 1 I .......... \... .............. ... ............... ............................... o `C n� pp / w ................... ...'.'.'.'. ) C + Co + + I \ s.. �............ ............................... \� / 10. Tree W `s'.P70NAL F.N �jI d\When the ground level must be lowered within the dripline a tree to be saved, a nee wall shall be provided; and a construction deer I ............... .. d \ i / I (� � /� submitted for approval. ...... .. .. .. .............. .. \ — / \ / it nnelin + -I •d O \ vP OV/O Treocbin rid 'fa + + + { , l \' ' ' p \ lL / �C/ When trenching is required within the limits of cleating, it shall be done as far away from the trunks of trees as possible. Tunneling • U `� `V under a Large nee shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. / 12. ................... I A- I + + I + + I+ I ® ®� %z} \ Pintnrive fencing shall be the last items removed during the final cleanup. + + I 1'.'.'...'..... \ I + + I /, , ,,,.,.....'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 13. Dana ed Trees: / +I a. oo ....�.................. Damaged traa shall be treated immediately by pinning, fenrlization or other methods recommended by a tree specialist. a� +\ + \ — NOTE: I I' IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CO\TRACTOR ON TREE CONSERVATION— t v REQUIRE111E\TS. c .o o ar E E \ \ \ O / \ Q o c.E E E E E E E \ + + ... .... \ ... .... O I \ O . o o o 0 0 WM ESMT. \ + + + \ \ '7 07/05/2019 n > > n > > ++QQ \'.'..'..'.'.'.'.'.'.' '.'....'.'.....'.'..'.....'..'.'.'.'.'.'.'. .;..:......".'.'.'.'.'.' ...0... ..................... ...... ....... \ \ _ OWNER SIGNATURE (DATE) a c M c c co c c - OHU OHU OHU HU \ OHU I \ OHU \ ` + + + +� i` + + + \ .. .. '. `'.. ' 'y .''....'.' . .. \ DRAINAG ES T. \ \ + + + + + + + + :••'•'•\ C'ONTIucTPURcuASERs A q + \ \+\\+ + TOTAL POST—DEV LANDSCAPE SCHEDULE o ,� min o000� N N N N N \ \ o \ \ \ Total oo Oo00o \ \ \\ Tf3 PR ION FEI�hN \ — / Plant Minimum CNN NNNNN / � � \ — — — — — — — \ \ \\ / Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy CaSFpy � oo a OD r— \ \ --- \� \ oa (D Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 471 942 O > — > > / \ / > n� �r wrnCD OHU ESMT. / / / I/ I I \ / / / Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 510 1020 DRAINAG ESMT. / I I I _ _ ACSA ESMT I I PAVED I / / + Large Shade Tree N ssa s Ivatica Black um III I I I Ex. ROAD cy I I \ / 9 Y Y 9 2.5" Cal. 2 181 362 Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 6 419 2514 Z — Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 0 v 01,10 —no�nH°�nro�nHo 0 I 20 0 20 40 60 +B Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 4 151 604 Z WScale: 1 "=20' Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 7 419 2933 Z zwZ O Ornamental Tree Cercis canodensis Eastern Redbud 6-7' Ht. 13 124 1612 W DRIP LINE SNOW FEN 11 go am CORD FENCE , 00 CORRECT TRUNK ARMORING BOARD FENCE IW 00 PLASTIC FENCE TRIANGULAR BOARD FENCE CORRECT METHODS OF TREE FENCING TREE PROTECTION FENCING Not To Scale Evergreen Screening Ilex glabro Nigro Inkberry 2' Ht. 17 23 391 Q (0 YLY Shrub Holly V Z 0Evergreen Screening Viburnum progense Prague Viburnum 2' Ht. 18 44 792 Q W Shrub J Evergreen Screening Ilex cornuto Dwarf Burford LL Shrub "Burfordii Nana" Holly 2' Ht. 43 14 602 W rarnn Evergreen Screening Rhododendron Rhododendron 2' Ht. 43 13 559 vJ Shrub "PJM Elite" "PJM Elite" //�� Uj Abelia randiflora O W Evergreen Screening 9 Compact Glossy Shrub "Compacto" Abelia 2' Ht. 29 14 406 O M J o Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 >t, Shrub Date a Broadleaved Evergreen Kolmio latifolia Mountain Laurel 2' Ht. 21 n/a 0 05/21 /2018 Shrub Scale + + Low Maintenance Southeast Native 150 lb/ 1 "=20' + + + + + Ground Cover Grass Seed Mix acre Sheet No. TOTAL CANOPY 14093 C6 OF 9 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. File No. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. 16.003 LIGHTING SCHEDULE SYMBOL LABEL QUANTITY MANUFACTURER CATALOG DESCRIPTION LAMP NUMBER OF FILENAME LUMENS LIGHT LOSS WATTAGE NUMBER LAMPS PER LAMP FACTOR 100 LINE CLEAR HORIZONTAL A 4 PHILIPS GARDCCC7—WT-15OPSIiIH SCONCE 150PSMH RATED FOR 1 1 7—WT-150P.i s 12500 1 150 12500 LUMENS FORM 10 CLEAR HORIZONTAL B 1 PHILIPS GARD®i19—BLC-250PSMH SQUARE 250PSMH RATED FOR 1 EH 9—BLC-250Pies22000 1 250 D 22000 LUMENS El FORM 10 CLEAR HORIZONTAL C 2 PHILIPS GARDCDH 9-4X-25OPS H SQUARE 250PSMH RATED FOR 1 EH 9-4X-250P.es22000 1 250 22000 LUMENS D CYLINDER 12" O D 8 KICHLER 9234AZ WALL LIGHT CLEAR 65W MAX 8 650 1 65 ARCHITECTURAL BR30 BRONZE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Right of Way Line + 0.0 fc 0.2 fc 0.0 fc N/A N/A Site Area + 1.0 fc 8.9 fc 0.0 fc N/A N/A Note: 1. Wall and pale mounted fixtures shown shall be mounted at a height of 20' above finished grade. 2. Light fixtures shall have a dark bronze aluminum finish. 3. Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminare and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminares onto public roads and property in residential or rural areas zoning districts shall not exceed one—half footcandle. 4. No new lighting emitting more than 3,000 lumens is proposed at this time. SPECIFICATIONS Certifications/Qualifications Dark Sky Compliant Yes booawek Dimensions Base Backplater 5.00X4.75 Extension 7.00" Weight 0.95 LBS Height from center of 3.50" Wall opening (Spec Sheet) Height 7.00" Width 4.75" Light Source Lamp Included Not Included LampType BR30 Light Source Incandescent Max or Nominal Watt 65W #of Bulbs/LED 1 Modules Socket Type Medium Socket Wire 150 LMou nting/Installation Interior/Exterior Location Rating Mounting Style Mounting Weight FIXTURE ATTRIBUTES Housing Primary Material Exterior Wet Wall Mount 0.95 LBS ALUMINUM Product/Ordering Information SKU 9234AZ Finish Architectural Bronze Style Contemporary UPC 783927923446 Finish Options • Architectural Bronze • Black • Brushed Aluminum White ALSO IN THIS FAMILY Featuring CosmisPolfs Fiectronic HID System ine 107 Gullwing Sconce The Philips Gardco 107 Gullwing high performance sconces offer an excellent alternative to unsightly wall mounted fpstures.There architecturally refined luminaires mirror the styling of the popular Philips Gardco Gullwing Itsmimalre and intestate naturally to wall surfaces The 107 sconce is available in wide throw, medium throw and forward throw distribution patterns. Luminaires accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42 watt. Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 107 luminaires installed in the normal downlight position, with a Oat glass lens, provide full cutoff performance. PREFD( DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the ode, code nto the appnpiase bte above. Nem Phips Ganke uh rws the dght ro ref,se a ter figostax. Non dl mhisiscdms end conpgi m an due ,abd. Re( tonmesbelowfwesichers, andGmreaims. Forques6ms orconeems,plmsecarsothe¢aory PREFIX DISTRIBUTION 107 Gullwing Sconce FT Froward Throw Not AwioNe with Avencmt lamps. 107EM Emergency Sconce VVT Wide Throw Nor Awiablawdt Fluorescantlamps. 107EMC Emergency Sconce, Cold Temperature MT Medium Throw 107EMR Remote Emergency Sconce Refer m cmfigu,nm chart bdow for .—able cmotiomlms. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 107 CONFIGURATION CHART- 107EM OR 107EMCs HID^. Volave 129 20 244 2II 1 39Z 1 480 60CMPE 200. 277 SOME! 70MH I OOM H I5OM H 175MH** •UNIV SOCMHE' 70CMHE' UNIV IOOCMHE' UNIV 35HP5 SOHPS 70HPS OOHPS ISOHPS Fl—rexisa 26QF' UNIV 226QF' UNIV 32TRF' UNIV 232TRF' UNIV 42TRF' UNIV 24ZTRF' UNIV Crammed-, mowed with a den, sh"wm wish "UNV' or '200277"areamibble forrm,.rng "-MR CMHEand HPS types rewire malium bmal El ] lamps. At MH I SOW and bdow ore ,he sort by design, luting CM14E typo. 11 17SMH nocavalbble forsoie in as. l7nded Stmes. MH - Moor HdU. GAME - Ceramic M.) Hide wish Da ashr, Bulbs, H'S- Hirst Pressure Sedum IPS- Low Preume Sodium TPF - Title Tube Flueexcau QF - (Lod Aumencmt 1611 Clovis Barker Road, San Moreos,TX 78666 (800)227-0758 (512)753.1000 FAX:(512)753.7855 simightng.cons 0 2012 Koninkhike Philips Electronics NV All RightsReserved. Philips Gardco roerws the right to change macemis or modify the design of in product without notification as part of rise company s conrinuing product improvement program 79115-102JO512 Distribution Voltage Flutrescen[ S W MT 170 mars M 277 j47 9 0 226QFt 32TRF 42TRF Distribution Vakaw Fluorescan FT WT 68T 120 208 I 240 1 177 1 ➢47 1 480 226QF31' 32TRIF 232TRF134 42TRF 242TRF3e I. Aoarescme and Oh Fm Lr Spm&fmwre ddwm is 120Y ehm accept . dwglr 27N, SOhztob0ia,npuc�cify"UNN'vdmge fw 1 WCanEMRtp 2. One (I) burp is OoverN in emegmcy made with FM, WC and EMR spa was she Bar4CG on. 3.Asdla6bwithbf.4id opum,whohpawns twoa)lampsnemibeact mode.ICE420 option orEMIR unit, writ 2CE420 a2ionit ICAlfras(83..oil bmeryd, der[ power for EMIR ands wart Ithe ma i in t 100 wmns harm rse, cps heating demerit is m. This a a addaan ro the Arturo taps, pone) fali ern baps and balls[ 4Awila6pi sett )a a optlm,, imod pewee two Rl lamps a emergency made. burps are coital iin pamadln emergency made. should l o arty became amesr e, she remdnng burp Refer e'107assiatewdha minimum tall nod sage 3 of2,2501amms S Ref rta'107 Emegmcy Srmce Tbe''m page 3 (maddaiarwl nlimatim PHILIPS (31 GARDCO Featuring CosmoPolis and MasterColor Elite Electronic HID Systems Form 10 Square Page 1 of 3 EH / H Arm Mount The Philips Gardco arm mounted Square Form 10 products are cutoff luminaires for high intensity discharge lamps up to 1000 watts. The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing. The H style luminaires are die formed aluminum with a thermoset polyester finish. Both products can accept one of seven (7) interchangeable and rotatable precision segmented optical systems. Flat glass lens luminaires provide full cutoff performance. Sag Lens luminaires provide cutoff performance. PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Garrido reserves the right to refuse a configuration. Not all combinations and configurations are said. Refer to notes below, for exclusions and limitations. For questions or concerns, please consult the factory. PREFIX MOUNTING DISTRIBUTION EH14 14" Square Extruded Luminaire 1 Single Pole Mourn Horizontal tamp EH19 19" Square Extruded Luminaire 2 Twin Pole Mount at 180' 1 Type 1 Ill Backlight Control H14 14" Square Fabricated Luminaire 3@90 Twin Pole Mount at 90° 3 Type 111 Wanly. Not available above 4W wens H19 19" Square Fabricated Luminaire 3 3-way Pole Mount at 90' 4Xr,t Type IV H26 26" Square Fabricated Luminaire 3@120° 3-way Pole Mount at 120° FM Type 1V Q Types/ 4 4-way, Pole Mount Vertical Lamp VS TypeV LType U available in 19" luminaires crI Type 4X luminaires 40OW and below, are supplied with In 400W and below, vertical lamp luminaires are supplied flax glass lens standard. 2. MHIPSMH VOWType 4X and BLC luminaires require the E2&Btt8 reduced jacket lamp with an acrylic sag Iens.A glass sag lens is supplied with luminaires above VOW and with 26" luminaires. Medium base lamp. 20M max on 14" units. WATTAGE VOLTAGE EH I H 14" EH I H 19" H 26" 120 200-277 100MW 25OPSMH ® 400P5MHs D 75OPSMH Pulse Start MH 1S0MHs 35OPS90m0 4501PSMFI'O 775PSMH' Magnetic Ballow 175PSMHQ 320PSMH1Q 875PSMH 20OMH © 35OPSMH'® I000PSMH' CosmoPolis'" 60CMPE Electronic System 90CMPE (See Notes 5, 6,9) 140CMPE MasterColore Elite 210MCE.3K© 315MCE.3K(D Electronic system (See Notes 5,6,9,10) 210MCE.4K© 315MCE.4K© Pulse Start MH 25OPSEs"8 320PSEse-'OO Electronic Ballan tan tar prostart 175MH* MH 250MH*a 250MH* 400MH" 1000MH M necic Ballast* High Pressure Sodium 70HPS 200HPS 750HPS Magneto Ballast 1050HPS 250HP5 1000HPS 1HPS 400OHPS * 175W, 250W and VOW probe stars MH luminaires are not available for sale in the United States. E Wattages marked with Circle"E" meet federal energy efficiency standards applicable to 15) wan through 500 coact metal halide luminaires only. Form 10_EH-H 10/15 page 1 of 3 208 CMPE. MCE and PSE types only. 240 277 QUAD 120Q08n401277 347 wired to 27N 480 2. M WPSMH 400W Type 4X and KC luminaires I require she ENIBtt8 reduced packet lamp. 3. Medium base lamp. 4.Available with vertical lamp discos only. S. ILL Listed at 40°C ambient 6.Available 1MV, 200-2M,, 347V or 480V only. 7. Requires EA1BT28 lamp. S.Awilable with horisnntal lamp cards only. 9. CosmoPola and MasterCoior One systems are supplied with lamp 10."-3K" suFa specifies a 3000"K lamp and "4K" suffix spec2fias a Vi lamp. 11.250 wert Pulse Start Metal Halide with a M efficient magnetic ballast Complies with California Tiri aRecdve 1/1n010. AvdIm1s in 120,208,240 or 2TN only. PHILIPS GARDCO V 10 U N U U � r Z W as N W ^ W 6T O v Z W as w a FV o � O II 211 a ® ^y QG z w� m N N w WQ F- 4 r W W Z UI _ W Q F � F- 0 V W J T Q o r N U 23 F JCt"WM."Si"].uT"1I LV1 4.7183 121���- Date 05/21 /2018 Scale 1 "=20' Sheet No. C7 OF 9 File No. 16.003 395 390 385 380 375 370 365 360 355 �3 Ft}�eF_ia�iSllfiTiTIi�7Cide�Cl�l1__ IE1 �I��.RffT.LZATf.�T.gl�i11 Ef..a1fIF_���I�YiOl�liliiillrYilillir - '�r.1..NNNNNr�1�-I�E • CEj��>•I ��IialP._ iil�■-��1�31:aC- _ _ � -� ■ -� I G I G�.7y■dOIf:11�A i- ����■��I!I�inRsr�il � lid■-�"`�=.17_l:r_�_(/!iRi�lr!I � lid■-I�TIRI■MIIII lid■ ilil!Iil1YRN116M:Y31.7pit SEE �iiiE:..vl\>•IiCR..R�Lr"�:- •.�W �-c;f7kJ - �iirN7ilN�il-IIJ�+iL�"�•�s m�■�' � •C�ITI�1�_ - lit�i�i��-_ IE7L�7L��- �1i CNE WHoVERSTORM PROFILE 8 r- Prop. Grade Ex. Grade ilk III=III=III-III-III-III Wrap bedding in Mirafi I-I � I -I � I=I � I- I I=I � I=I � I= 140N nonwoven filter 60" HDPE- E L. 3 7AZLOT�'I �- - - - - fabric or equivalent DETENTION 373.51�I!I- 10' PIPE - }t 7 100-YR WSE 371.98 I I- (1) 30 LF -- _--- C7 10-YR WSE 371.81 EL=371.50-- II 2.0' 2. - - - 1-YR WSE 371.35 IIIIII li 3.0' - --- p Invert 368.50 INV=368.50--L ----- _ 1.0' =ORCED STEEL PLATE "-III=�I•,111-III=III it IVALENT. WATERTIGHT #57 Gravel Bedding 'ACHMENT DESIGN BY n'nr L T A A I I Or A nTI corn 2 NEW DETENTION DETAILS C8 SCALE: 111=5' ° D e oa0 oeo °o oO°Cep°oe°o M% ,0o0% °o ° a oeN�, 0,00,p00 00 . o �o� p%o� eyoo°o ame%mAOA P Ivu ou•Ir i( „ U;r„ ElPcn lion Bh1P TRASH RACK ITT. 395 390 385 380 375 370 365 360 5�55 3" ORIFICE W. TRASH RACK New Trash Rack 1" Holes 30% Opening Area P 9 6" 00 O O N O O O OOO O CI Front Section Side Section ORIFICE TRASH RACK DETAIL C8 Not To Scale NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL CORROSION RESISTANTLAOOER 83 HARDWARE FURNISHED WITH UDDERS VIA -13 X 13111' HEX HEAD BOLT, 12 FLAT WASHER, & 12'HEXNUT 4.$. NOTES: 1. UDDERS SERVING MANHOLES CAN USE DEVIATIONS OF OSHA 1910.27 FOUND IN ASTM C478.12. LADDERS ARE TO BE ORDERED FROM LANE INTERNATIONAL CORPORATION ONLY. 2. CORROSION RESISTANT BRACKETS, WITH STAINLESS STEEL HARDWARE, SHALL BE ATTACHED TO THE UDDER BY THE PIPE FABRICATOR. THE HARDWARE IS INCLUDED TYP. ANGLED ATTACHMENTS, WITH LADDER MIN.6 PER LADDER 3. USE STAINLESS STEEL BOLTS, WASHERS AND NUTS TO ATTACH THE LADDER MAX VERTICAL MOUNTING BOLTS BRACKETS THROUGH THE PVC DRAIN BASIN SIDE WALL MUST BE POSITIONED TOWARDS 4. UDDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 144NCHES FROM 136- THE TOP OF THE RISER BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSIBLE. 5. BOTTOM OF LADDER SHALL BE ATTACHED TO BOTTOM END CAP WITH 85 HARDWARE SEE NOTE SUPPLIED WITH THE LADDER. 8. WEIGHT OF LADDER TO REST ON END CAP. 7. ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. S. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 38'MANHOLES WITH LADDERS. FOR 36" MANHOLE BODIES THAT EXCEED 84' LADDERS ARE TO BE FIELD INSTALLED AND RISER SECTIONS ARE REQUIRED TO REACH THE DESIRED STRUCTURE HEIGHT. FS CONTACT NYLOPLAST FOR DOCUMENTATION SUPPORTING FIELD INSTALLATION OF LADDERS. LADDER BASE IS TO BE BOLTED TO THE BOTTOM END CAP A." R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) 1T MAX 5 BMP RISER & LADDER DETAIL C8 Not To Scale GALVANIZED STEEL STEP RF MINIMUM OF 3" EMBEDMENT ST-I k4 GRADE ED. REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MAAFACTURERS DESIGN) CORROSION RESISTANT MATERIAL R70 REINFORCING ROD CAL SECTION I ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4/2" FROM INSIDE FACE OF BE 16" C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. alel-a Me TO eL YCN.,I ALDNED AND UNFORMALY SPACED FOR TIE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED ONTO HOLES PROVIDED BY THE FABRICATOR, OR MAVEN. FROM THOSE RISHOWN MAY�ALSSO BE USED PRODMED ITIEYY MEET THE ANIMIM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLP-RESISTANT SURFACES SUCH AS BUT NOT UNITED TO. CORRUGATED KNURLED. OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221 ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO tT71ERA- SPECIFICATDN TC-C-00493A ALUMINUM STEP SPECIFICATION REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGNA DEPARTMENT OF TRANSPORTATION REVISION DATE 1 SHEET 1 OF 1 101De MIN. LADDER STEP DIMENSION C8 Not To Scale 6-1 SL-1 /S BARS IS C-C TYP. :SS a CC-C WAS. �9 .T i.. FREE. LLL1 T OUT LARGEST I IT . OFFERS I) I I I I TT •..:. i TTTTTT7-I TTT-.;.. •. STRUCTURE i TIRE SAND PLAN WALL THICKNESS VARIES PLAN ALL / 9 OF °pEN TO INVERT CUTTLET pP SECTION A -A TRANSITION BETWFf?!!���: PIPE NAETERS WHEN METHOD OF TREATMENT IN DROP INLETS ''.'t.• . . OFFEHENT SEES OF PIPES ARE ENCOUNTERED. A3 CULRIE GLASS M OONCIETE �e SECTION A -A SECTION B-B NOTES, NOTES. SHAPING OF MAIHOLE AND RLET INVERTS IN ACCORDANCE WITH THIS DRAWING N TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE MEET N \\ SLOPE TO BRN i t TO INVERT OF 1. THE STANDARD SAFETY SLAB (SL-I) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/M WE DRNNAE DESCRIPTION. FOR ARMHOLES JUNLTIIXI BOXES AS DROP INLETS WITH HEIGHTS [BEATER TWIN 12 )ELT, TIE SPAGIlG OF STRUCTURE. WTLET PPE ADJACENT SAFEYT SCARS SHALL BE B'TO 12' WITH NO SAFETY SEAR LOCATED MINIM S FEET OF THE TOP OR BOTTOM OF TIE STRUCTURE. SAFETY SLABS SHALL NOT SE LOCATED BELOW MANHOLE OR DROP INLET IS TO DE FORMED AND CONSTRUCTED MY INET WE BE W' DIAMETER OR GREATER. IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHARING AS DETAILED HEREON IS TO CONSIST OF A e 2. THE COST BE THE SL-1 6 INCLUDED IN THE COST BE THE STRUCTURE. PEACE FIR E AILS PORTLADD CEMENT CONCRETE MIX CONFORMING TO CLASS M OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4•' IN DIAMETER AND CONSIST OF STONE, BROKEN SOCK, '� = A' 3. ACCESS OMNI ME TO BE STAGGERED FROM DIE SIDE BE STRUCTURE TO THE OTHER WHERE APPLICBLE. STEPS ME TO BE STAGGERED ACCORDINGLY. FOR TER a W 5 BARS \ V. OLD M. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS DE HAND TROWELLING. NONE I .'P:!'; ' 4. SAFETY SLAG MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. - ' IF GLASS M (3000 PSID. PRECMT CONCRETE 15 TO SE M (4000 PSI. RENFDRCING STEEL TO BE IN ACCURDANCE WITH AASHTO M31. ' ' : �. ,. �77M•-..:'. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - ' - • • 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SAME. WHEN STRUCTURE WIDTH IS 3 ,i NMVIIIDU ELSE TOAVOST FI THESPARTICULAR INLET AD WTLET LOS TTH 3O' THE ACCESS OPENING SHAL BE RECTANGULAR (STRUCTUE WIDTH BY SECTION B-B PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES YE/�T ROAD AND BRIDBE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS PECIRCATION REFSERENCE xVoaT ROM AND BRIDGE STANDARDS TYPICAL CONCRETE SAFETY MANHOLES AND JUNCTION SLAB FOR DROP INLETS) BOXES BEFEREANCE S„EFT 1 BE I REWIND„ DATE NRGNIA DEPARTMENT OF TRANSPORTATION ,02 SHEET 1 DF I REVISION DATE VAGINA DEPARTMENT OF TRANSPORTATION J02 106.0B DB 14 3299CGR AR`RJx MWNNiFA= IN •APPImxwHgnOF GTIAT-IRSUTE=sAN las &b1(1FBASE) ASEWB%vq dD�EA� - SIN PCBD� TyO� "'-'-,,,- -- - asTlamlMEq �0 0 VI 0 0 19XSLOTm1811HIV C9BNA9SPALE.RF36✓ ARMY AC11VLgL4NBI0NBLLaY V. pAENBICNSPREIN IN]ES COMITY MEETSNNLW0 R41N3 HARTIY:IMTEWAL59Mll CCfIFgUA i00.41YAV6MYf REGfS 1WSNNIDI 9AFL'T WTIP VA. REMAIN kHL M19N1 f1�Y� �B PMII CP9TNGBAREFUIdA9�W1INARAOX PNM X1L°IAEI WS n.+.�®T LDrrJxGDEVICEAVAITPDTEuwxREpF.EI9EEDUNNGtD 1PNNVEN.0 WPI "HUREIH6TIE�SAUD "„ ""• Nylo lest' `�"•,x„+:® TO]I f10.185 IEeM'H LipNgllg1611M116@I gW>♦REK fG ILEQ 1eMVE '�'" 'WE1G11TCCEB Iqi K1LCE FRAME N&�.ILT]I OFMSEPMESTION LNTRXI xRE R1 FPNE N11H1B'PABE IP0X. 1MMUES NIrt.V® IEIBSEEO WNEICRI . WRE Npe 3HEINSEEND1 MAY fPN.E W1MN8i£. OPPROx 1MNLE9 AiTDE1NBID1, lBNNENAfA1@i(1ODES IPE6NNTEAttE1.HY FPN.EwRNRO'BIPE rPPRox nSWEES NICIR®IENXTNO£ffiOIlWBd ' � I a� INS M. I. NY G NItl69l11RNNIWMEf NYLOPLAST 2 FT X 3FT ROAD & HIGHWAY STRUCTURE: 32 _ _ AGR _ _ X P 21 MIEDUTFD g1CTIlE Nqi FRAMER gU1Ett1AUTCX BM1SM 00 IR MN WIDDI GOmF1wE P xm THICKNESS GUIDELINE TRAFFIC LOADS. CONCRETE SOME DIMENSIONS ARE FOR BOURNE RBEft S1RUCINEISE%ISTM3 FUBPOSESONLY. ACNAICONCRETESLIOMUSTBEDESIGNE➢ T AGII GOINGLERATION LOCAL SOL CCNEMONS TRAFFIC LOADING .& OTHER APRICABLE DESIGN FACTORS 1 yE, 8-30 ,EISwuH HuncEwMPEHASrypPR ,..Y Esc ENE. ST. '..I:N NIL THESSUF T��, N�wN HL a N 1 st' uR Ew« Y n N+r+SUNNATESSER ESSUB"NSENI ENI F-= - NOTE: FINAL DESIGN BY MANUFACTURER. INLET 3 DETAILS C8 Not To Scale OOD DDD ,� D ODD 21x8DimTPoTNU 3099CGSQ & 3099CGSQFH •AMPRM.GPAHFROMEFA=1a61B WM PeoX wElGxrWITH FRMEaxaaO=2B7NUSE 0 l- INIZ � 2rz5 Na 1 I I +ew DMENSICNSMEFORREFEREHCECMY ACNRL DIMENSIONS MY VARY DMENSICNBMEM NO... tlNIE MEETS W20 LOP➢MPX6 PUNT C STIN&SNSBHALLCODWETHA ASOKFANTAIS%UEla`AOS PAINT.CASTINGS M,ENRNISXEDW11UAw PNM SI-0PE ODEYICE AV RAGLE WCNREOUESTSEE CMWIHGXO. iW1-11D11S1 SLOP INLET NTESUFFACE 1952%THIS CURB INLET FRAME IXSME VDLW E IB APNDX t i6 CU ET "Mo. DEANAREAOFGRATEa HOD° LOWESTBERING=U737SSN LOWUNEI BEING=2U]$¢N LOWEST-T SETTN3=299.129001 TEN YWFS7.Y SETING=2NIq W NART HXNESTSET-n=310NSOw ADJUSTMENT BLOTS 2X2CUFR1I STNIDARDGPATE 1643CSS0 250 2A mW 2X2aRBBlET B.I1HpNESiHttO9Er11NG 4n laNYSrxoaDSETTNG FIMHE&xom 3N9CI�fN SE &W TOPCf XASE%TETDDROEDRAW RffiN 12Bm9E0'. 2M •IM1ENMFWESx0i NGLEGE ISBA&EG: 2M DLCRENdIB49 INDEED: 282 I 1'1B45Efi: APP'A41WD1LB5 21B&SE0, M ISEASE6 APPROKKNLN MABEG: A INBI APPP. 86M. 24BAEEG APPROX. 93 N LEE ABASEG: APP1Ox82NUD NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE: 30 _ _ AGS _ _ X CgIfMEIECNN BGUTFFR ASPI4IT 1C I.N WOIXGU!CflINE WISEMOQwESSWIDEuxE BIVARAMEE INVERTHEIGHTS AVALABEIACCgNNGTO NI DICTIIEOWN %A„EI OFFl FRAME CAATE,NXCCG TMFFICLOM6: CNFAETESIABDIMENSICNYNHEOURGUIDELINE PINPoNSg1Y ACNPLttNICRETE SIPB MUSTBE DEBpHED TAICXG MOCgiSWiATExILDESM LCDIOIIpNS,IMFFlC LOIDMGaDTHEAAPR LDEBIGNFAcrD MINI EMPIPEBUR4LL DEPTH PER PIPE MANDFACNRE9 RECOMMENDATION 'MIN. MANUFACTURING IIMTEOMIEDDICTLENW RED SAMEMMIN SI1Mw nIMMLN RISEPUTETOMATCHEAMCS, WATERT EL II _ ICgMUWTED HOPE SHOWN) Ea T9 vA1d.TT'..NELAo,RUFL 1APIEI6AVNLA®E 1'. N f qY CgdoG•,IEp INPE UN NI2ANICgt ClM1 WAIL I➢S14WCDi8NIDEWA ,N-12HP,PIC9EWTAHEXNRM), PVLmaH, SCAR W). WCCSN1505. W WlUW1H1& NUN®P,F PIIIASS EFOASSISHOUISE.CTOLE XNTR NET W R M Ti. NA, O �, , NFINI w .rl. .NLMW HNHM NEMT.x� �Nw ..PET 121 VARMBLESUMPDERTH ACCO FIDE TO%FIN 16'WOx" 2a', IPMNCNDT B>.9E0 ON NAHDFMNRNG.1 ' CMINLM IY-2N' . 2'Y 6MNON 3Y Y, IHEBACNIt It.9HNL BE CRUSHED STONE OBOFHER �UM11M I1NlEP1AL M EETNG T HE RE W TREMORS OF L1PSS I, 1T-X% CUSS II, ORCUSSIUMAOES L AS REFIXED MABTMO921. REDOING S S.CX FILL FOR SURFACE DRAINAGE IISTALL BE PHOTO) ACOMPACIED UNIFORMLY W ACCORDANCE WIMISTM DMI. "rumaiioaw N 10 asf y� T'HEMcm�°i TS. ION c1 s,oHaR:wET EN. I"' NN_ VAEUME A 1. rM Wff IN a IdN m N. H NOTE: FINAL DESIGN BY MANUFACTURER. 8 INLET 4 DETAILS C8 Not To Scale Section 2724 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall be of the road and highway structure type as indicated on the contract drawings and referenced within the contract specifications. The ductile iron frame and grate for each of these structures is to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The road and highway structure shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc. or prior approved equal. MATERIALS The road and highway structure required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured form PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomenc seals. The flexible elastomenc seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the structure. The raw material used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class 12454- The grate and frame for all road and highway structures shall be ductile iron and shall be made specifically for each so as to provide a round bottom Flange that closely matches the diameter of the PVC basin body. The grate and frame shall be capable of supporting H-20 wheel loading for traffic areas. The metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. INSTALLATION The specified PVC road and highway structure shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321. Bedding and backfill for the road and highway structure shall be placed and compacted uniformly in accordance with ASTM D2321- The road and highway structure body will be cut at the time of the final grade. No brick, stone or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be poured under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable design factors- For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines. 9 NYLOPLAST STRUCTURE NOTES C8 Not To Scale n J iT� MP t . o. 4f 18383 �o� Z 21 It 1 44 N ArEC70NAL FN 4 )VDOT INLET SHAPING & SAFETY SLAB DETAILS C8 Not To Scale Co-12 GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING TIE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SUES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR W BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS RECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING RAED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,MIN S. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG ZM BOTH SUES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER A/2'. 12't MP%- 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEAN) VEHICLE STOP LINES EXISTING LIGHT POLES FIRE U HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS i m,. Ag UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12d2� ACCESSIBLE ELEMENTS OF A FACULTY THAT CAN BE APPROACHED, ENTERED 5 XX AND USED BY PEDESTRIANS. EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. B. RAMPS MY BE PLACED ON RADI& OR TANGENTIAL SECTIONS PROVIDED THAT 2 AT X , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X.W. , SAE AS TOP OF CURB 9. TYPI CONCRETE So ALK IS 4" CK. ENN THE [NTRI RADII CANNOT TYPE C ACC I ODATE THE TU INO REQUREI,ENr$ F A4 UPA EO HEAVY TRUCK TRUCK TREFER FOR CONCRETE OEP{ICj,OMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 10, WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH M THE SHARED USE PATH 16" 24" TRUNCATED DOME c-c o 0 00 00000000 0 0 0 0 0 0 0 0 0 0 0 0 0 + i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, Bey 0 00 0 0 0000000000$ - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0.2„ B ZZ BOX - 65X OF BASE DIAMETER O O o 0 0 0 0 0 0 0 0 0 0 0 0 3 TOP DIAMETER O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4'• VARIABLE BASE DIAMETER 4. MINIMUM. TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 I SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL NOTES Ds 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 102 CO-12 lz l MAX B t 2' �� B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0.. MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 1 MAX 20 :1 41 MAX MINSECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET V' CURB 6" CURB 0 4 8 1 5 ] 2 5 8 3 6 9 4 B 2 5 0 5 6 4 5 U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE THE REWIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS W THE SLOPE. SHEET 3 OF 4 s{EaFnAIN RED CG-12 DETECTABLE WARNING SURFACE m TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 (a:)CG-12 DETAILS C9 ) Not To Scale GR-11 BGR-11 PAY UNIT GRI " X 8° SOIL PLATE W TIMBER POST METING ANCHOR PLATE HUT AND ANCHOR CABLE 8._3. BN_3„ END SECTION PLAN `SEE STD GR-ROW SEE D SEE 01 TAIL A y • DA, ANCHOR CABLE I I TOP OF GROUND OR PAVEMENT I TAIL B I MAAX " DETAIL A iuBi I I SOIL PLATE - -1 ELEVATION I I x„ OTTEI) C 2•_0" 9„ 51�^ 1" DIA % 7" I.G. THNEIDED - CABLE 'I DETAIL B TY ENTIRE LENGTH HOLE p /' I L % RA WILL ES �1I LNIII A�NI o�Ye," SOIL PLJJATE -4[ CABLETO BE WAGE CONNECTED STANDARD FITTING D ANCHOR CABLE SWAGE CONNECTION`E TO THREADED STUD SHORT WOODEN POST /4 3.. , Lam" % 3" " END RATE 4" OIA. BEARING PLATE Ts e'xe'XY4•• -\• . ��B�V \J. `y.„ STEEL ANCHOR STEEL FOUNDATION TUBE A� EIGHT f6> %" NA. HOLEPLATE ONE REMNOTE' YYY� COLD FORM USE OF THIS TERLNMERESTRICTED & TREATMENT 6 RESTTED ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON UVIDED HIGHWAYS. XVDC3T SPECIFICATION ROAD AND BRIDGE STANDARDS TRAILING END TERMINAL TREATMENT REFERENCE SHEET 1 OF 1 I REVISION DATE 505 BOL.20 221 VRONA DEPARTMENT OF TRANSPORTATION cG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FACE OF CURB) RADIUS ILL BE PAIDOFOREAS RADIALCURB.CURB. 4. TIE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTO OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P T SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18- AS SHOWN. NO ADJUSTMENT N THE PRICE BID 6 TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4" 2" R 5. CG-2 IS TO BE USED ON ROAD AWWY••S MEETING THE APPENDIX REQUIREMENTS VDOT ROAD 0SA WAII a .a' <. .a 8" .A -'A -.A .'A -.a'.<. SURFACE SEE NDTE 4 .<..a'.a . .a . BASE a.a - a a -.a..a SUBBASE y 4„ I� B„ - I � 3' RADIUS r/r b'a 1S. �.a. SURFACE :<' MAX.a . a.a n.a BAD 'A :.a. SUBBASE ACCEPTABLE ALTERNATIVE CURB IS REFERENCE STANDARD 6" CURB 105 REV. 9/08 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20L01 2 CURB DETAILS C9 Not To Scale ELEVATION DUMPSTER ENCLOSURE NOTE: ENCLOSURE BRICK SHALL MATCH THE RED BRICK OF THE HARDWARE BUILDING CLOSEST TO THE ENTRANCE CORRIDOR. DUMPSTER 0 Cal a N O DUMPSTER PAD PLAN DUMP5TER 4 x 4 STEEL COLUMN (TYP) CONC.PAD SEE DETAIL 5 5HEr C9 DUMPSTER PAD ENCLOSURE DETAIL Not to Scale OR-2. 2A X 27yq" MIN - 28Y4" MAX RAIL HEIGHT 3E % J J J J J J J J GR-2 GR-2A (V-4' POST SPACING) U'-1%' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAR BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINELRT, FOR DETALS OF POST AND BLOCKWTS SEE SHEET W0 501.05. a OPTIONAL GR-2A METHOD OPTIMAL W-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT. AND RAL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RNL OR MIXTONAL RAL IS PLACED ON BACK OF POST RAL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADA EDIT 0-2A THE POST SPACING WILL BE 613". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. Pp T $HAIL NOT BE SET WITH A VARIATION OF MORE THAN .'PER FOOT FROM VERTICAL. W-BEAM. BLOCKOUTS. AND POSTS SHNA BE SET AND &IGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. N.L GR4 AND CR-2A RAL SHALL BE MANTANED AT A HEIGHT OF ]7y" MN - 28Yi MAX AS MEASURED PER STANDARD GR-INS. ILL W-BEAM RALS SHILL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTION& OR-2A METHODS OF NESTING THE RAL OR USE OF AN ADDITIONAL RAL W THE BACK OF THE POST FOR STANDARD W-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES OBsUm SPEED INSIDE SHY LNE BEYOND SHY LINE MPH LIDS LS I FLARE RATE I FLARE RATE 70 8' 30:1 5'1 # 80 14=1 # 50 6.5' 2PI la, # 40 5' D 1 at, # 30 4' 13:1 TI # ♦ SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. NVDOT A COPY OF THE ORIGNAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SPECIFIC ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL E ERE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) sot SOI.01 NNGMA DEP/ATIMERIT OF TRANSPORTATION ZIS H25 1 . i 4826' 5- RE VED �- PARKING- 4.. 2 2C 2C 1 6 15 2s 012 117-8 NOPARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREPL) BACKGROUND -WHITE (RE MOREFL) 'Reduce spacing 50%. "See page 631. e e"See page 6-2 for arrow design. c Is I CCESSIB R7-BB A B 1 C 1 D 1 E 1 F 1 B 1 H J K L N 8 9I5 AY 15 160 6 1a Urn aM0 ,s O Is 6 SITS as vs TIT I 150 1 z® Isma Is IW4DAANIGTNI IIRRa1DMLAA1fATKW DRIVE: UREMD -GRUA ZRORREGINF'WaLYA LEGEND LEGE-WHITE IPRW BM(DINID-WM1E (HEIHDIER[CIIAD 9M%GOXID-9lllE IRETRI TOW -AWAY ZONE PENALTY S1001500 FINE R7-VP1 XV 4 HC-VAN SIGN DETAILS C9 Not To Scale Al. B. C'{R-2, 2A (P. WASHER -h_- _ ii' HOLE fi'4 8"a1'_2•' TREATED �•• HOLE a 6'x8'xl 2 < FIND BLOCK OR TREATED PINE {'j' HOLE 2 ja 0` RECYCLED MATERIAL. G BLOCK OR �N" RECYCLED CSTEEL t0U o MATERVL NAIL w SEECOMMON SEE NOTE 5. w 6" WIDE BLOCKOUT FOR USE WHEN REPARWG DAMAGED CLITORAL 6".e"x1'-2" '^ CONTAINING STEEL BLOCKOUTS. TREATED P;NE BLOCK 24 '^ BLOCKOUT FOR MAINTENANCE TREATED - q REPAIR ONLY SOUTHERN PINE 19 = 7j' LESS THAN V.D. %A" HOLE 6x8 WOOD POST q"x 6"a1'-2" TREATED T STRONG 7e" MINE BLOCK. POST THE CRT POST IS FOR USE WITH THE RE0" POST GUARDRAIL STANDARD M-10 TYPE INOfR WHERE �� 4" WIDE BLOCKOUT REQUIRED SPECIFIED BY THE ENGINEER M THE STfxr�a Th ��-LF�� DETAIL A NA POST MAY BE HOT ROLLED OR WELDED. HOLE « des GUARDRAIL INSTALLATION - SITES REQUIRING LONGER N N L n GUARDRAIL POSTS _ II 4„ NOTES II 6 NUT BOLT T-4" 7 _ TTREATREATED PINE w 1. ALL BOLTS, NUTS, WASHERS, AND OTHER BLOCK OR STEEL ITEMS ARE TO BE GAVTIZED. II MA`ERIALD w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY - BE INTERCHANGED ON ANY ONE PROJECT WITH 75I' rr D W6x8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF II W6x9 g POST AND BLOCKOUT MUST BE USED NARY SINGLE RUN OF GUARDRAIL. j 11 OPTION& HOLE = 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE JOINT HARDWARE, ETC. SEE SHEET N05.501.01 JI 3'//i'DIA �^G&VTT I2ING D g111.02. T v l HbLEs ,t � q. DRIVE NAIL ON BOTH SIDES W E OF THE BL 71,TI q TO OR BOTTOM OF Oo WT AFTER F/A" x tB __ _____ BOET 6 INSTALLED. OHET'ATOE CRT POST STEEL POST FlCA➢ON A COPY OF THE ORIGIN& SE&ED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �VD0T STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROT AND BRIDGE STANDARDS 221 236 21 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISOR DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION OB/14 501.09 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE 5 )TYPICAL SIDEWALK SECTION C9 Not To Scale 1.5" OF SM-9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 000 00000000 0C) 6" - VDOT #21A BASESTONE III l COMPACTED SUBGRADE MIN. CBR=10.0 TO BE FIELD VERIFIED TYPICAL ASPHALT PAVEMENT SECTION Not To Scale 6" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR 0000000000000000 #4 BARS AT 12" O.C. = -III-III-III- 4 COMPACTED VDOT #21A -III-III-III-I COMPACTED SUBGRADE \DumiDster Pad Detail C9 Not To Scale CLOD-02 23-3V'W x 77-1/s"H ALSO AVAILABLE IN WALLMOUNT CLOD-02WM (board does not include base) 23-N"W x 51-W'H Frame Colors Midnight Mojave Canyon Black Tan Dust IMPACT MENU SYSTEMS LED illumination / UL approved Powder -mated aluminum frames UV resistant, non -glare aa* panel covers Graphics &wordstrips included with purchase !a. Holds Two T5 Graphics sized 16.1875"W x 21.5"H Www.imp..Ne.Rusyatema.eom I IWIIINW800.321.8105 I BN775.882.5MO CLOD-02 (Classic Two Panel) Technical Details & Sizing Information Side view 6.00 IMPACT MENU SYSTEMS www.impactmenusystems.com I Toll free$00.321.8105 I fox 775.882.5210 23 JV"W M.-SHIW 1 4.7183 121�1 4 �`r'C�ONAL FN� NOTE: INSTALL GR-2 WITH RED- RUSTED/OXIDIZED FINISH FOR RAILS. USE TREATED PINE WOODEN POSTS SPACED AT 6'3". GUARDRAIL DETAILS Not to Scale ORDER KIOSK DETAILS Not to Jcale