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HomeMy WebLinkAboutSDP201800040 Plan - Revision 2020-12-23MAJOR SITE PLAN AMENDMENT TO 5DF201 000012 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 - R"w - - s'w WATER LINE - GAS - Gas GAS LINE - ME- - OHE OVERHEAD ELECTRIC WIRE -um- UGe UNDERGROUND ELECTRIC - OAT - - OHT - OVERHEAD TELEPHONE LINE - uGT - - uGT - UNDERGROUND TELEPHONE LINE D - DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C C PLUG cev ®WV WATER VALVE & BOX ♦ ♦ 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 10 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 5DP20 1 800040 TAX MAP 07800-00-00-049A0 SCOTTSVI LLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER SHEET C2 - EX15TING CONDITIONS C3 - 51TE PLAN C4 - UTILITY * GRADING PLAN C5 - NEW LANDSCAPING PLAN CG - TOTAL LANDSCAPING PLAN C7 - LIGHTING PLAN C8 - 5WM * BMP DETAILS C9 - SITE 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 URRENT DEVELOPMENT ENGINEER VIRGINIA DEPARTMENT OF HEALTH FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION DATE OWNER / DEVELOPER Owner/Developer: Heartrock Farm, LLC. 2521 Summit Ridge Trail Charlottesville, VA 22911 ZONING HC - Highway Commercial EC - Entrance Corridor LEGAL REFERENCE TMP 07800-00-00-049AO - DB 4611 PG 429 - DB 688 PG 636 (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 Shoo: 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 VIRGINIA 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 AaF MATFRIGI IN A" I IFTq 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 15 Spaces Provided Drive-Thru Coffee Shop: 1 Space Per 200 SF of Gross Floor area 550 SF x 0.8 = 440/200 = 2 Spaces Required 2 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 are 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 VDOLI 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 8o 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 JIM - ` HIMP 1 183� 16 w4 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. T.M. 78-49B LOT 2B I IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER PAVED I \ CRITICAL SLOPES (SHADED AREA) PRODUCED BY CONSTRUCTION OF HUNTERS WAY. THESE CRITICAL / \ SLOPES SHOWN ARE FIELD S RVEYED AT >25% SLOPE. \ / i I Oz C I II I I O C Dsc \ \ I\ \ I / FT1 % as I I E . LIMITS OF — —O I— I� II PAVEMENT .......,..: ......... D N I ao + I I 6' \'.......... ..'.'......'.'.. DEMO@0.'.H4PE.'....................... I / sT./ 01 Cn I I HLY ® .'.'.'.'.'.'.. ..... ... t•O ... .. .. .. .. .. .. .. .. .. / I / w D I I I I 3.Rues'.cf.'93.>F'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 4 \ / S\� °ro N I I z I £ .'.'.'.'.'.'.'.'.'.'.'.'..'.'.'..'......'..'.'.'..' .328,26..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 8940 ° 89s� o \ I I I............ r 7 I i m z .......... CPC? .... ............ ... ... Q vm ISEPTX: ® '.'.'•.'.•. ... ..'......................................... .. I I N PTI L ... PHA I I I I 6'Bw HAY DEMO CURB & $� IRON I O II I I I I 18- LF -OF PAVEMENT . ......... ............... ° v �� _sET \ 7 — 4ww,. 'hww.. ....... .............I% ................ ............. .... o 0 9eo Ls I \ III I \ g II LA SCPING \ \ \\II A Iz .I.......f.''.....''..''..''..''...''...''...'''...''...'''...'''...'''X......'.. ® �...N...' :'' Q''''''''"'''''''''''''''�A BRICK '.....''''............................................. SIGN ... IGv378:22'..'..'''''''''slcN �....... 61 011 P ::::::::::::::::::ivate D TE'MS'iN.BOLD.:::::.:;;;. M:::''''''''''''''''''x\\ \ — p38,a.00 I.\ \ Q "v,•uut' 35................................................' .... '.'.'.'.'.'.'.'. MH \ O TOP= �\ \ I GL \ C \ 389.01 \ ..�....'................'..'........................ \ NV OUT- ISET� I \ \ \ \ Brew Ls �:C.... ...... ................ ...... .. d .:.:... \385ss \ _ \ c� ...... .. '..'......... . — OHU— U— OHU� HUB Of1U OHU\ OH \ \� \ \ \ \ DW P\PE ¢ _ .S.'.'.CG.=.. .....8.650 / / ...'��.._4... .. ..... . . \ / �� / ..... .. ....... .. .. ...... .. .. ..... . ................ .. .. .. ..... ...... ...... . .. .. .. .. .. .. ... . .. .. .. .. .. .. O CONC DITC ?=89'59'50" IP-R \ �\\ I A\ V v A s A \ R 40.00 V A E L=62.83' I SIGN I I O= \ oN C=56.57' V 11,E I _ R\ // e RON k 54*07'16" \ CB=S51°57'44�W ° \ \ a �s'OT— \ \ — — — _ 220 00 / SE _-S06'57'49"W 102.72'— ✓ _ — _— — INV OUT- L r207.88 _ / INV I — IN=--- CONc DIIC4 375.50 T `-112.39' V / 355.86 / CONIC DITCH > / / G200. \ / CB C65'47"E — — PAVED / CRITICAL SLOPES (SHADED AREA)' PRODUCED BY CONSTRUCTION OF — ­4_ _HUNTERS WAY. THESE CRITICAL + EX. ROAD CL W — — SLOPES SHOWN ARE FIELD I SURVEYED AT >25% SLOPE. I \ \ \ CONCporCk X. 15" CONC PIPE / GOa00\ INVEERT / / — — / — PBX ��'0 371.07 - -NHO PHO / 359.91 EX. ENTRANCE I 370.96 INV OUT 38 — (1H0 CURRENT ZONING -HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR I D.B. 4482-425 D.B. 1235-5 PLAT >c I I \ I \ / O MAILBOX \ \ Ww. T 370 \ \ \ \ \W \ I I I x \\ \\ \ / ` O / \ \ I 411 23 / � 2374 \ 1 \ \I C II GRASS \ \ \ \\ \ \ I I GRASS \ \ \ \ \ I /fS CGL\ SIGN \\ \ I \ \ —x I x —x \ x —x \ x —x / \ I •0 \ \ \ \ 1 \ \ I 1 I \/9 / 1 ED \ \JIM\ V \ \ \ •�` GL / \ \ \ \ \ MA L 1 "/ // r� G z Ro \ \ \ \\ � \ 06°42'06""5 401.05'\ \ / R +0Z _ \ .. '.B..2.t9.ic T.M.\8-49A\ .....�.....„9s� Con ete Dum ste 9�, S ��S —\• sa S/� If /o-S SS I— -—'/ \aS 5T rLOT 1 Podw 6' Brick!Ay\ Enclosu�e - \/ ^ "1 i /\ \ \ o eI HEA�\TROCK�ATMEN EX ••••••••'•'' .\RA \ s.....Ret. Wall ARE D.B. 4611-4 �m 2.s....�.9.... sue. NE ....i0D.B./688-636 PLA/ / I M :ncc�s§:.... .. 2 00 Ta + ..................SF .MANHOLE :,z ::::::::::::/WLARE rimry ana sov (P. HLY o s OCONIJ &...�a RervOo 18 LF OF PAVEMENT' %% k = Bw o m° s . ITEMS IN BOIL -- \� / AUTO REPAIR /O /= 1. . P !I I ° FFE=390.0B Exls ' / UTILITY UTILITY BOX /I I * BOX INV OUT= 355.06 I I LEGEND MAILBOX / 2374 ■ I CHU-0 U—CHU� I — CHU STOP SIGN 11, PAVED II I � nH0 � FI10 � nrw n ntw � M. WALNUT 1 NEW FAC m EASZp I I OHU CHU �I I� I 0 I I 7LSc'L t BRICK SIGN � oGL �! I M MULCH I 1 m G ; I J N < m m c I z c � 21W.F_ 0 m Ep/ I NISH c D Z I m 1 7sa UTILITY i / unBOX I I I GRASS KIOSK RETAIL BLDG 3160 SF FOOTPRINT 2 STORIES+BASEMENT USES: HARDWARE STORE (BASEMENT+FLOOR 1) SMALL OFFICE (FLOOR 2) FFE=386.62 BFE=376.62 CONC DITCH ) SF ATTACI FFE=386.62 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 >c 1 1 x 1 � x GRASS ` 1 x x k— X—x—x—X—X —X —X� NE LIMITS OF DISTURBANCE TOP- / 389.01 DRWE—THRU ORD NV OUT= R\ 385.59 WINDOW OVERRAN . GV (9) S'z18 PAGE .'.'.'.'.'. !'. / / 13' CLEARANCE '..�. .. EX. ENTRANCE EXIST. CONC D11CH � —RAVED EX. ROAD CL _ / r3.5" AND 6" BOARD WIDTHS 6" / FOR VERTICAL VARIATION OOHC 3B YWF 371.07 I 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 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. 20 0 20 40 60 1 PAVED II I i I 4CP 11.23 I 370 a I \ \ \ \ I \ 1 I _X ` X -X x -IX _x I x I I I V V II I\\\\ \� \� SAN RC Al 1 - S S -� Pee_TsOS--_S =�S_ 396S �S�o S -S/-S -IS -S S SEPTIC / �390� 5 - � �� S ST SI S -� S S I - S-- / ECTS--TC, S1Yi✓BUTOR / n I \\ cI - I \ \\ I \ I \� ISEPTIC w - - - - - - J)ISEPTIC / l 8470 t °D R. 5.7% ) �e'i Rq, / / I l / /ISEPTIC F ATMEN X86 s...... AREA - nR• a < I. .9,.•:.....:...:...:...:..:..:s.:o......... .... :.............2,00 / SF HOLE S6D MdS D-0 D ARE -38: Cl) c n m Wp c .= .0-6 O 1 c - c w -6-6 3 p 3 c a� F- E�5 E E E•E•E E ``'� � EO 0 � � o 1 - O V V N V I� \\\ O (n c (%1 CO C C D- (n CO,C O � Q O V O¢¢ V O V rV\ N N O m m rn 0 0 0 0 O CDE;O O O O O O N N N N N N N N LO O N N O O O N O O N ,;t unM I,�NN CS C5 0- O- r > N M 0 N Of \ L�J�0. ..' ` \ 8 d4 \ Inv ut'380:35........................................ . a�P •a•'.'•"j'•'•'•'•"•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'• TOP= /\ Water Consumption Calculation (Gallons/Day) per Albemarle County Zoning Regulations \ I \ TO ...W. 3........ ........... ...... ...................... .... ........ \ Iriv \ 6 \ 8 4....'.'\•.'.•.'..................'.'.'.'.'.'..'.'.'.'.'.'..'.'.'.'.'.'.'.'''.'.'.'.'. NY' •P'AS•'• \385.s9 \ 8.' ATE'.'.'..""" """""''''''''''''""'''''''''''''' Number of DailyConsumption Total Dail Water \.................... \ 2 .........\.....•.'.'.'.'.'..'.'.'.'.'.'. ....................... I �.�.. ........... P Activity P Y Per Unit (gallons) Consumption (Gal/day) Notes Q �O �0 V-� Water Consumption Activi Units Units er Da \ 2 >g� 80 .'PRI ATE\....'.'.'.'.'.'..'.'.'.'.'.' ........................ / ............ O OHUGHu �R MH 4.7 "sa / •.'��'."""' \ Repair shop customers OHU - HU - 'WATE '.SER.'1 E.'.'.'.'.'..'.'.'.'.'.'........................ �'.' '.... . - OHU- 0 U Inv -37Z.0 • • • • • • • , , • • • • • • • • • • • • 8.6 • �/ ¢fP. \ 190 CONIC Drinking fountain Customers 24 0.05 1.2 Assumes each customer consumes 6 ounces of waterfrom the fountain. Z _ W -W -W '. 0 . '� \ Given that the fountain is in the shop, not the public area, we believe this C i �i" \ 5�•" / estimate is likely high O I'� IMH 96= \ - / : \ /X -Washing hands in restroom Customers 24 0.02 0.5 Assumes two ounces of water evaporate or get left on the towel when \ \ 374.9 I� R \I \ `10 3e25 \ ''.\ \ / customerwashes their hands I I o A A PIPE \ \ \ \ / 10-Repair shop personnel T \ \ �� \ \ \ - Drinking fountain Employees 3 0.5 1.5 Assumes each employee consumes 64 ounces of water per day �v v vvJ \ Washing hands in restroom Employees 3 0.06 0.2 / \ \ ` \ _ Assumes each employee visits the restroom three times/day and consumes / a _ NEW F CILTYI \ \ _� _ -- _ _ INV OUT= I /\y two ounces per restroom visit by drying hands and through evaporation INV I EASEMENT- \ �- _ - ) CONC DITCH i 375.50 \ / \ / / -mopping Units 0.14 6 0.9 Assumes shop is mopped once perweek and 6gallons of waterevaporates / 355.86 CONC DITCH > > /� / / 1 \/ \ each time the floor is mopped O w radiator Units 4 0.75 3.0 Assumesfour radiators are serviced perday; approximately.75gal is added to radiator per repair, we believe this estimate is likely high IZ II I I wco I _ Retail store employees W - I Drinking fountain Employees 8 0.5 4.0 Assumes each employee consumes 64 ounces of water per day EC - - D G X. ROAD CL / - Washing hands in restroom Employees 8 0.06 0.5 Assumes each employee visits the restroom three times/day and consumes Q two ounces per restroom visit by drying hands and through evaporation pp \ COpC -mopping Units 1 6 6.0 Assumes store is mopped daily and 2gallons of waterevaporates each time the floor is mopped Uj m \ DI-3B \ ) 0 \ � / � Office Employees - Drinking fountain Employees 10 0.5 5.0 Assumes each employee consumes 64 ounces of water per day aFbcc X. 15" CONIC C PIPE / - Washing hands in restroom Employees 10 0.06 0.6 p� /INVERT Assumes each employee visits the restroom three times/day and consumes III O O�G � I � LL010 ndO f1Ft0 , mAo c r_ - - - - I - � 359.91 370.938 6 INV OUT= - n"O / 366.17 INV OUT= I /� 355.06 I Wastewater Calculation Demand Activity Units Numberof Units Flow Perunit Total Demand d 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 two ounces per restroom visit by drying hands and through evaporation r Drive -Through Coffee Shop t!, rl/� O J -Drinking fountain Employees 3 0.5 1.5 Assumes each employee consumes 64 ounces of water per day - Washing hands in restroom Employees 3 0.06 0.2 cc Assumes each employee visits the restroom three times/day and consumes .r� two ounces per restroom visit by drying hands and through evaporationW -Product sales Store Units 1 35 35.0 From franchise records of of actual product sales and water consumption for �!�%the month of June, 2018 J -mopping Units 1 2 2.0 Assumes store is mopped daily and 2gallons of waterevaporates each time the floor is mopped \V■ Total Daily Consumption (Gallons/Day) 62.0 Date 1 SEWER DEMAND TABLE WATER CONSUMPTION ESTIMATE OF 62 GPD IS LESS THAN 2 WATER CONSUMPTION TABLE 05 21 Z2018 C4 Not To Scale THE ALLOWABLE AMOUNT OF 584 GPD (1.46 AC * 400 GPD) 04 Not To Scale Scale 1 "=20' 20 0 20 40 60 Sheet No. Scale: 1 "=20' C40F 9 File No. 16.003 O /DRAINAGE ESMT. \fig \ \� + + \+ + + + TREE PROT€CLION FEN G—� / Aso\ / ------�/ OHU ESMT. I DRAINAGE ESMT. / I I I W _ _ ACSA ESMT. I I I PAVED I / Ex. ROAD CL 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 .BIND NEW 501L SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. 1-1 /2" SQ. OAK STAKES — SET 180 DEGREES APART FINISHED GRADE SET SHRUB PLUMB. TOP OF APPLY 2" OF MULCH AFTER ROOTBALL SHALL NOT BE MORE PLANTING AND WATER — THAN I" ABOVE FINISHED GRADE THOROUGHLY 4" COMPACTED EARTH REMOVE BURLAP FROM WATERING BERM TOP 1/3 OF ROOTBALL EXISTING GRADE 3" TALL WATERING BERM a �IFINISHED GRADE PLANTING PIT. SEE SPECS /. � i.,�_`�.��i`�r�i'�c JIB• 1 SHRUB PLANTING DETAIL C 5 Not To Scale PLANTING SOIL, AND 11N, . lip PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM •- 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' 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/o 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). V r 6F w� w EE a i 1 1 I I I I N 2 N N W Q 5> V)w ♦- J Z_ W W Q F 0 0 W J Q O I N U Q Z 0LIL (� Z r 1 LU C 1 zz W Q 0 z U Q W a J NLU O 0 0 m Q � J L Date 05/21 /2018 Scale 1 = 20 Sheet No. C50F 9 File NO. 16.003 ° o o \ I I 00 \ I W 370 V A\ \I II \ \\ \ I I II V A I \ V A \\ IV I A V I x // /A AI \\ w —X X _X X —X X �X // \I z \ \ \ \ \ \ \ I \ p R County of Albemarle 0 I \ \ \ \ \ \ I \ \ \ I 15 A eL ConservatWo Plan Checklist -To he placed an Landscape Plans d (Handbook, pp 111-284-111-297 for complete specifications) Z \ \ I \ ACSA MT. \ \ \ \ \ \ \ / 1, T folbwin ite shall an: v 1 c h I / Trcea to be saved; g,6� / / / / Limits of clearing (0uuide dripline of aces t0 be saved); A I\ "ll Ay 06 9 0� / / 11� Location and type of protective fencing N Grade changes requiring tree wells or walls; `v^ + + \ ° . d / / / / / Proposed trenching or tunneling beyond the limits of clearing. N \ \ I I \ \ I I + + ro \ b ° :a a .....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . •d d / 2. s: W Q _................................ .................................prWn[ + , . / / I / Q7 Xll aces to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. — \ \ � No grading shall begin until the rice marking has been «r ected and approved b a Court Inspector W \ I I + /+ ) \ .... I vP +'Dfu Y ry spec) \I \ + + + / V J ( / .;.....' ..;..'.'...;., Pre con t enf e N > d' / / / Trcc presmation and protection measures shall be reviewed with the contractor tin site. Z w I ................ ........ \ \ wl II + + I + N / / / rn // /' ® c . .�.. ' ° d / / — — I / / / / 1 4. F. of me t O eratluo and Stor e: t L J \ ZI I I iI+ / oo .. / / I Heavy cyuipmert, vehicular traffic and storage of construction materials including soil shall not be permitted within die driplines of been W I'.'.'.'.'.'.'.'.'.'.'.'.'.. / tt \ OI + + ° / / I / / / / / / to be saved. Q + + \ C\ \ I I I.'.'.'.'.'.'.'•'.'•'.'•'.'. I-.. d / / \ 1 ✓ / \ S. Soil Erosion and Stortoeater Detention Devices: N U [ ,, Such devices shall not adversely affect trees to be saved. 1, \ I .. d° / / / / I \ 6. Firm d I / ` / / �/ / \ tL Fires are not permitted within 100 fret of the dripline of trees to be saved. I+ I I�( z + > \ / \ 8 I.,.•..•.,.•.,.•.,.•.,.•..•.,.•.,.•...•.._-..-..�..,'.T [ / \ / \ To74 xic shall not he within II C ^ + I 0 H U ESMT. \ _ _ , / stored tth 100 feet of the dripbne of trees m he saved. dry F fTl I I I I d 8 Protective Feoclne: -- -- \ I I + + 1.......1.............. C - g SWIM ESMT Q / / / tJ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. I ) \ I I \ • • • • • • I / / lid Fencing shall be in place and shall he inspected and approved by a County inspector prior to grading or construction. .. o U1 I I + I I :,::\ ::::.:::.::.:.:.:.:::::::::: A . SHIMP 0 I + + I O .� / / O 9. 1"tee v4 i - I I 0 O u 1 + �WM ESMT'.:'::::'':'::':::':':':':':':':':':':. d d / Whrn e d level I I I \ .. L. 0 / \ \ the groan Y must be rained within the dripline of a tin to he sevrd, a tree well shall be provided and a concmicu0n detail fQ ...................... .................. `............ ................. .. .... .. ........................................ �------------ submitted lure meal. �Z ++ I + o \ w6................ ..I m �. 4c , G {............. rp '� / 10. Tree Wrl r. S F,11 / \ the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail ........ I I I I............... .. d \ \�— i / I /� submitted for approval. I I '\ I + + I I O — \ �P OV/O� 11. Treo--- and 'ranoellt .'..\.'.'.' o O O�^^� N'hrn nenching is required within the limits of cleating, it shall be done as far away ;tom the tnmks of bees as paosihle. Tunneling \ + I I I rs , vJ `� `C/ / under a large tree Miall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. .............. �..anuo +I + I I \ �P — 00 PMWtive frncing shall be the last items rem0vod Burin the final cleanu . 8 P .................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'....�(�\ 13. Damned Trees: . . ........ .. / I + \ • ` �" I \ 17a110 rr,ageJ ,rcc. shall be treated immediately by prating, fertilization or other methods recommended by a tea spectialist. ar :':' r.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. ................ \ Lo ':'.'\'.':'.':""""""""""""".. ...—'.'T.""' — NOTE: II IN I HUDEVELOPER'S RESPONSIBILITY TO CONIFERWITH "IECONTRACTORONTREE CONSERVATION — o— -6 -6 i; a 8 ' .. .. .... ... ... .. .. .. .. .. .. ... ... .. .. .. .. .. .. ... r \ o w- c aci aci c c aci F \ \ \ co .. .............. ...... \ REQUIREMENTS. o oc . E E .� .� E \ 0 / .n F - ®®"// �..�..... ....-.ti....'...'..'.. ....'..'C'0NT'¢.u'iV v -7 07/05=19 . +,>�OHU z OHU—OHU OH + + .. ..... / ...................... ............+ + + + + 00MT. Nv + c � mv m ASERSIGNATURE (DATE) + ++ + + + + +\+ + v cT RO ION FE'IN \�--- — — -- o IN /+\— / nHDO � nHo new nrro DRIP LINE SNOW FEN BOARD FEN ' I I ACSA ESMT. I I PAVED I I E%. ROAD CL 20 0 20 40 60 Scale: 1 "=20' 11 CORD FENCE ,,, `"� CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE CORRECT METHODS OF TREE FENCING TREE PROTECTION FENCING Not To Scale LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 63,612 X .10 = 6,361 SF REQUIRED PROVIDED: 14,093 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR: 191 LF/35 = 6 TREES REQUIRED 1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR: 479 LF/40 = 12 TREES REQUIRED SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 18 NEW 2.5" CAL. TREES PROVIDED 80 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING - (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 45 SPACES/10 = 5 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 21,230 SF X .05 = 1062 SF REQUIRED PROVIDED: 5 TREES PROVIDED 1705 SF INTERNAL LANDSCAPED AREAS PROVIDED NOTES: 1. CONTRACTOR TO APPLY MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / TOTAL POST-DEV LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF G Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 471 942 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 510 1020 A Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 2 181 362 A Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 6 419 2514 B Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 +B Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 4 151 604 Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 7 419 2933 OOrnamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 13 124 1612 EvergreShrubreening Ilex glabra NigraHolly Inkbeery 2' Ht. 17 23 391 Evergreen Screening Viburnum progense Prague Viburnum 2' Ht. 18 44 792 Shrub Evergreen Screening Ilex cornuto Dwarf Burford Shrub "Burfordii Nana" Holly 2' Ht. 43 14 602 •`; c, Evergreen Screening Rhododendron Rhododendron Shrub "PJM Elite" "PJM Elite" 2' Ht. 43 13 559 Evergreen Screening Abelia grandiflora Compact Glossy Shrub "Compacta" Abelia 2Ht. 29 14 406 e Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub o ' Broadleaved Evergreen Kalmia latifolia Mountain Laurel 2' Ht. 21 n/o 0 Shrub + + Low Maintenance Southeast Native 150 lb/ + + + Ground Cover Grass Seed Mix acre TOTAL CANOPY 14093 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. W 0 „ Q Z o U Z r 1 LIJ C 1 zz W D Q 0 z U Q W J � Q LU p 0 m Q � J L Date 05/21 /2018 Scale 1 "=20' Sheet No. C60F 9 File No. 16.003 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. W 0 „ Q Z o U Z r 1 LIJ C 1 zz W D Q 0 z U Q W J � Q LU p 0 m Q � J L Date 05/21 /2018 Scale 1 "=20' Sheet No. C60F 9 File No. 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 n 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" Q 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. • e Certifications/ Qualifications Dark Sky Compliant Yes 3000 Wld Dimensions Base Backplate S.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 Notlncluded LampType BR30 Light Source Incandescent Max or Nominal Watt 65W #of Bulbs/LED 1 Modules Socket Type Medium Socket Wire 150 Mounting/Installation Interior/Exterior Exterior Location Rating Wet Mounting Style Wall Mount Mounting Weight 0.95 LBS FIXTURE ATTRIBUTES Housing Primary Material ALUMINUM Product/Ordering Information SKU 9234AZ Finish Architectural Bronze Style Contemporary UPC 783927923446 Finish Options • Architectural Bronze • Black 49 Brushed Aluminum - White ALSO IN THIS FAMILY Featuring Co imoPolfs Electronic HID System ine 107 Gullwing Sconce The Philips Garden 107 Gullwing high performance sconces offer an excellent alternative to unsightly wall mounted fiatures_These architecturally refined luminaires mirror the styling of the popular Philips Gardco Gullwing lumimire and integrate naturally to wall sur6ces.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 Iumimires installed in the normal downlight position, with a flat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Eatrrthr viler code tiro shrdppnprosebw v6arc. NocePhips Gadca reserwe dre dgM mre¢sea cmf2uouon Has all rom6naums and can0guodensare wid. Refer m noes bebw � r excbnom and Ymrauos. For9uertme er rorce s, plmse ronssds d,e 6am v 107 Gullwing Sconce D7EM Emergency, Sconce D7EMC Emergency Sconce, Cold Temperature D7EMR Ramada Emergency Sconce Rehrto coisitalum chon blow/ar.dand econbnmims. WATTAGE AN D VOLTAG E LAMP/VOLTAGE CHART-107 Np.. Ysls2gs 120 M 1 240 1 277 1 147 1 480 60CMFE 200. 277 50MH 70MH IDOMH ISOMH 175MH°° SOCMHE' UNIV 70CMHE' UNIV 100CMHE' UNIV 35HP5 50HPS 70HP5 IOOHPS 150HPS 26QF' UNIV 221 UNIV 32TRF' UNIV 232rRF UNIV 42TRF1 UNIV 242TRF UNIV Cvnbna4ms naked w,d, a dotwrth UNV o. "200-2J]"a mawlla6le farokeri..nq DISTRIBUTION FT Forvnrd Throw Nos Avo.d1 sh FLso oo Tlomp,. WT Wide Throw 6bt Asafv6h coal, Fluoescmdamry. MT Medium Throw +M H Ch1HEard P1t5 qII o,we medium steed El l lamps. 41 MH 150Wond be- ore phe now by de,ip,, including CAPE rypa. " 175MHnveavdbble for sole in the Untied Stars. MH-Metal Halide CM HE- Ceome Meal Hdke with D,,aomc Balbtt H'S- Hgh pressure Svdem La5- use, Pmsure Sodium fRF - ledi, Tube Fluorescent QF - Quad nu-cml 1611 Clo is Barher Road. Sao Mamos,TX 706" (800)11 ]-0758 (512)75}1000 FAX:(512)753.78S5 eitelightw,g.rmro ® X112 Kodmklilke Philip, Electronics NV All Righo Resveed. Phil'rys Gardco reserves the right w change mxerols or modify the design of vas product without maefotion as part of the company s continuing product improvement program. 79115-102/05I2 CONFIGURATION CHART- 1_07EM OR 107EMCI J Distribution VOID rluvrescon Y1LT I 114 24d 29S L i.97 4F4 2211 32TRF 42TRF CONFIGURATION CHART- 107EMR° 9fafloution Voltage Ruvmsce" FT WT MT 120 208 1 240 1 277 1 347 1 480 226OF"c 32MF 232TRF''a' 42TRF 242TRFss 277V scnx and CAl HEnrrip%*s NIV"vc nwicr(20lsrhmdccept120V d,ueh 277Y, SOhz to bOhz, npuc Spai(y "UNV"vdrdge far llOVdrrwgh 177V 1. Lire (1) brrp is pvwercd in emegency mode xOh EM, FMC and ENR types weh she 80KG low. gpwkw dd, wid, ICE410 opdm, which power two R) Ma in emergency mode. Ijew gpoen for EMR unne,wish ICE420 opai F. CAUTION(83 om ,, Jim hopatk npra I, r for EMR w wid I6, m W'i -, p van l.m psi when I dWh demon This ddA soshe I scoots to. E I blvewy abelo,t ehelmbie with In s ousions,,wo x0kh powers swo (Is is be r errima made ,o are red in pa ld I rmiar ni h k me brat her hrapeo6'e the remaneg 50 lernim, 5 Rolelame ,Aof t es m tT aid amp 3 of adcaned!. 5. Re(n to "10J EmMency ScwteT the"w page 3 (m vddiuoml n(omouon. PHILIPS JC)p GARDCO Featuring CosmoPolis and MasterColor Elite Electronic HID Systems Form 10 Square Page 1 of 3 EH If 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 inn the appropriate box above. Note: Gardco reserves aloe right to refuse a configuration. Not all combinations and configurations are who. Rekr to news below for exclusions and limwatiom. For questions or concerns please consult the facmry. PREFIX MOUNTING DISTRIBUTION EH14 14" Square Extruded Luminaire 1 Single Pole Mount Horizontal Lamp EH19 19" Square Extruded Luminaire 2 Twin Pole Mount at 180' 1 Type 1 BLC' Backlight Control N14 14" Square Fabricated Luminaire 2@90 Twln Pole Meantat 90" yor available N 3 Type 111 aWve 19" on-000 coat¢ H19 19" Square Fabricated Luminaire 3 3-way Pole Mount at 90° 4Xt,' Type IV H26 26" Square Fabricated Luminaires7@120° 3-way Pole Mount at 120° FM Type 1V Q TypeV 4 4-way Pole Mount Vertical Lamp Vs TypeV tType 4X available in 19" luminaires ooly.Type 4X lumiowee, 400W and below, are supplied with In 400W and bekawverural lamp luminaires are supplied Igas lent standard. 2. MHIPSMH 400WType 4X and BLC luminaires require the ENIBT28 reduced locket lamp, wrth an acrylic seg loss.A gins sag lens a supplied wish luminaires abase 400W ant wwh 26" luminaires. sMkium base lamp, 20M max on 14" unit. WATTAGE VOLTAGE EH I H 14" EH I H 19" H 26" 120 200-277 100MHs 25OPSMH 0 400PSMH' (D 750PSMH Pulse Start MH iSOMH' 25OPS9011 0 4SOPSMW (D 77SPSMW Magnere Billet 175PSMH0 320PSMI 875PSMH 20OMH O 3SOPSMH'O INOPSMH4 caorwa ii' 60CMPE Electronic System 90CMPE (See Notes 5, 6,9) 140CMPE MasterColm"Elite 210MCE-1KOe 31SMCE-3KOe Electronic System (See Note 5,6,9,10) 210MCE.4K0 315MCE4K(D Pub, Start MH SOli (D 32011 Electronic Ballast ran r probe scan) 175MH> MH 250MH'° ZSOMW 40011 1000MH M e` Mesmeric Ballas High Pressure Sodium 70HPS 200HPs 750HPS Magnetic Ballast 100HP5 250HPS 1000HPS 15UPli "Iti a 175W, BOW and 400W probe start MH lummoures are not available for sale in the Unwed Snares. OWattages marked with Circle"E" meet federal energy e8iciency standards applicable to 150 wan through 500 watt metal halide luminaires only. Fnrm 10_L11_N 10/1s pagelol3 208 CMPE, MCE and ESE types only. 240 277 QUAD 12012081 347 wired to 277. 490 2, MHi 400W Type 4X and BLC luminaires I require line MIBT2a reduced jacket hop. 3. Medium bare lamp. 4.Available wrth vertical lamp opsics only. 5. UL Listed at 40"C ambiem. b.Avulable 12OV. 200-277V, 347V or 480V only. 7. Requires E281BT281amp B.Available with horizontal lamp opull only. 9. Cosmolsolls and MastetColor i systems are supplied with lamp 10."-W' sufrm spearfis a 30001 lamp and 'A4 ' stBm specifies .40001 lamp. 11.250 wan Palm Start Metal Halk, wrth a 9066 efficient .,end mfiasc Cooplieswizh Caldornia Tisle20 e8ecomi l ilaO10. Available in 120, 208, 240 or 277V only. PHILIPS GARDCO o v w In w �z V N N W W Q ^ W z_ M O v Z W w a Ll o � O II w� z w� �� N 01 O ~ W N w WQ F 4 D W ZW N Z N Q F W 0 �1 W � �J Q N U JT J SHIMP I 7� 0 U Z W LL ZZ W Fill Q 0 Z WI IUI Q weleall LL M NLU O 0 0 m Q � J 2 Date 05/21 /2018 Scale 1 "=20' Sheet No. C70F 9 File No. 16.003 395 390 385 380 375 370 365 360 355 E10JINt-=l■If�� - -F• - �-I■ I!IMii'Ln:a;irena-��G : -�■ I:I5Ei: ro ffeTS FTV���I ���■ii!Ifezil91111. ��aI ��/1if•�lil��ll - Ia IS ����■�aef! .A •• .• il! ����■lil:_ • V ����■�'111ItIN47. "� WIR ����■�il�- TI /1 • 1 Nq ���act►af�f.IL'FJ�iFJ_ _i::ti:,iC.�LC'i�'` - �- �- - 'ir � �� �IM�'/>!1'�R.T73Li7C-.rliiPJJ39:li� _ I���IrN71LliI"19L "iF I�iWtrF3-.I rS+�-�Il a AIL _ �ICiJGI�� lit�7�7�� ��A 11 1 1 11 CNE WHoVERSTORM PROFILE 8 r- Prop. Grade Ex. Grade _��I I -III -I -I I ilk III=III=III-III-III-III I Wrap bedding in Mirafi 1I- I -III- III-II I I_I I I 140N nonwoven filter 60" HDPE- EL.=37AJMM�'I �- - - -III_ - - fabric or equivalent DETENTION EL 373.51�I!I- 10' PIPE p 50-SETT WSE 371.79 -III H-III- (1) 60 LF - - _ - - - �10-YR WSE 371.75WSE 371.75 EL.=371.50- - II 2.0' 2. - - - �1-YR WSE 371.31-YR WSE 371.31 IIIIII 3.0' _ p Invert 368.50 --- INV=368.50-L ------ 1'0 ]III DTI REINFORCED it _ I TI STEEL PLATE #57 Gravel Bedding 2 NEW DETENTION DETAILS C8 SCALE: 1"=5' 0 0 0 ooOOo°oe°0 A 00go 00000 .R °om°00 0' C. a oOA�, 0,00,0o 00 A o Eo� p0o a 0, Roe%m00P P Ivu ou'Ir is' W' xuPl: clan L"Iln.l Ln grin lnrt. uxrx .N .,.LJr nl I,LxW- I/1 Vlnln - Ar nli.. .I".a.+ r L...a n ns MR m nw'.LN.a J L. Ylanll^ nrr•.,, it%i-X M:fur^'nA In�ItRi. -'IL 1• ..I...1.1 . „Dv .lr uxP „ U;r„ ElPcn lion Bh1P TRASH RACK 395 390 385 380 375 370 365 360 5�55 1.6" ORIFICE W. TRASH RACK New Trash Rack 1" Holes 30% Opening Area 6" 0O0 O N O0O 0 OOO O Front Section \;0 O 000 Side Section ORIFICE TRASH RACK DETAIL C8 Not To Scale NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL CORROSION RESISTANTLADDER BB HARDWARE FURNISHED WITH LADDERS 12' -13 X 1314- HEX HEAD BOLT, 12' Fur WASHER, 8 2'HEXNUT NOTES: 1. LADDERS SERVING MANHOLES CAN USE DEVIATIONS OF OSHA 191027 FOUND IN 14, MAX ASTM C478-12 LADDERS ARE TO BE ORDERED FROM LANE INTERNATIONAL CORPORATION ONLY. 2. CORROSION RESISTANT BRACKETS, WITH STAINLESS STEELHARDWARE, SHALL BE TYP. ANGLED ATTACHMENTS, ATTACHED TO THE LADDER BY THE PIPE FABRICATOR. THE HARDWARE IS INCLUDED MIN. 6 PER LADDER. 3. WITH LADDER. 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 a. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 14-IN'CHES FROM 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 SS HARDWARE SEE NOlEB SUPPLIED WITH THE LADDER. 6. WEIGHT OF LADDER TO REST ON END CAP. 98.E 7. ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. 8. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 36" MANHOLES WITH LADDERS. FOR 36" MANHOLE BODIES THAT EXCEED Bd-, LADDERS ARE TO BE FIELD INITALLED AM RISER SECT1011S ARE REQUIRED TO REACH THE DESIRED STRUCTURE HEIGHT. CONTACT NYLOPLAST FOR DOCUMENTATION SUPPORTING FIELD INSTALLATION OF LADDERS. LADDER BASE IS TO BE BOLTED TO THE BOTTOM END CAP y." R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) 1Y' MAX 5 BMP RISER & LADDER DETAIL C8 Not To Scale GALVANIZED STEEL STEP i MINIMUM OF 3" EMBEDMENT ST-1 k4 GRADE SO, REBEORCNG ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DAENSION MAY VARY WITH MANUFACTURER'S 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 %'I C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. °lu-0 sM(L IV et YLW RUPRILLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST INPLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR MAVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRODDED THEY MEET THE MINIMUM 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. ALUMNLM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221 ALLOY 8005-T5. THAT MR YION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO 1` D SPECIFICATION TC-C-O"SBA ALUMINUM STEP SPECIFICATION REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINA DEPARTMENT OF TRANSPORTATION REVISION DATE 1 SHEET 1 OF 1 101Ae MIN. LADDER STEP DIMENSION C8 Not To Scale IS-1 SLq /5 BAPS N C C-C TYR. :5B•IS C-C WAS. �9 I l �_I � .T i.. SHAPE TO EISVATION OF MIDI -FONT OF AL TT / LARGEST PIPE. I ■T` II}L II}L I11} B y _T '. B I 30• HX«E�R R■` J■N CONTOUR OF I 1 1 1 I I T T I I I '. TT TTTTTT7-I TTT-.; PLO) WAL pEESS VARIES PLAN OWT�T �M TO I/ERT �9 SECTION A -A - - FIRE DIIAAMNETERS WHEN METHOD OF TREATMENT IN DROP INLETS PFFm11Nr Cgs v PIPES ARE ENCONTEREO. / A3 wNaETe CLASS M CONCRETE , �49 SECTION A -A SECTION B-B NOTES, SWING OF MANHOLE AMID INLET INVERTS IN ACCORDANCE WITH \� 1. THE STANDARD SAFETY SLAS (SL-D IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON BANS OR WHERE INVERT OF PIPE 6 ABOVE NVERT OF SLOPE TO DRAW t ` TO INVENT OF ON THE DRAINAGE SUMMARY SHEET MD/OR THE DRAINAGE DESCRIPTION. FOR MMNOLES JUNCTION 80%ES M0 DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, TW SPAGIHB OF SLABS STRUCTURE. t WHET FEESDI IDJILT SAFETY SHALL SEE S'TO 12'WITH NO SAFETY SURE LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW PINHOLE OR DRY INLET IS TO BE FORMED TURD CONSTRUCTED / MY ]NET WE OF W' DIAMETER OR GREATER. IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. AP THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / • n 2. THE COST OF THE SL-1 6 INCLUDED M THE COST OF THE STRUCTURE. SEE OAST INPLACE OIAWNOS PORTLAND CEAENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS CH. EXCE T THAT 25X OF COARSE AGGREGATE MAY FFEE 4" IN TO DIAMETER AND CONSIST OF STOW, BROKEN BRICK, / O • r 3. ACCESS OPENINGS ME TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ME TO W STAGGERED ACCORDINGLY. FOR FURTHER DETAILS I5 BIBS W V. C-C M. BRq{EN CONCRETE OR BROKEN CONCRETE BLOCK THE SURFACE11 SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NOW I I I ,J ..il 4. SAFETY BIIB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLIGE CONCRETE TO BE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. • GLASS M CMDO PSI1. PRECAST CONCRETE 15 TO BE M 14000 PSR. REINFORCING STEEL TO BE IN ACCORDANCE WITH AASTO M31. . �. ,. •.,:� 1,•�'.:'. DETAILS OF INVERT SHAPNG AS SHOWN HEREON ME FOR EXNFLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - - • 5. ACCESS OPENINGS MAY BE 30" OMETM OR 31X' SAME. WHEN STRUCTURE WIDTH 15 ,i R FLOW THE INLET AND OUTLET LOOSLOT OO' THE ACCESS OPENING SFMLL BE IECTANGULM (STRUCTURE WIDTH BY CONFIGURATIONIT ESPARTICULAR SECTION B-B PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING SPEOFDATTN RE ERENCETYPICAL `VAT CONCRETE SAFETY SLAB FOR DROP INLETS,REFERENROAD SPEGFILATION MD BRIDG MANHOLE & INLET INVERTS ROAD ND BRIDGE STMDMOSsnELr MANHOLES AND JUNCTION BOXES "TMD- , of , VIRGINIA DEPARTMENT OF 1RN6PORTADON 30z SHEET , DF , REVISDN DATE VRGINA DEPARTMENT OF TRANSPORTATION 30z 108.08 DM 14 3299CGR ARRJx NWN AREA=ISLSSOIN 'A W LAX N431T OF QUTE _ %OU NHS m(Wemp s'Er"N"q =fwasq -.-- ____ UPr NST1 WEAKER "",_,,,- -- - asTIBPISAGq �0 0 nTs zlsN 0 0 19X &0T018TN B L9B6AYS ME FCR RN6a310E OILY ACIIVLgL4N510N5LLaY VARY pAEN51CRSPREIN IN]ES GRATE MEETS Nt0 L W 0 R41N3 gIN11Y: NnTEWALs 9Mll CttlFgM i00.41YAV6MYf R:/N 11tl6Nirt 9AFL'TNi1PM. NNWAM NBC M19N1 f1�Y� M PMII GSTNGSAREfUPH99A'MII1ABAfX Lori.IxcoEVlcEAva1/a1E1�xRFal�sr�aumxceo ;a.�G�ff��� -,E Ny10 1aSC•, MIf10.1 R5 TLpNI'q NpETHE SEERS gY,1Ngr fG 1TmEp 1N)LyE "•'° 'WEICIITCCES Iqi K1LCE FRAME N�N.ILNIGSM6FPoMQANYNJMNTOH RRE FPNE WIIHIB'PAEE AYPI,O%. 1'13 LEES ....Ia3A°i RTME IE Lf TS N,N NAy° 3N%]NSSUSE 3MAY fPN.E W1MN8i£. AFPRO%IMWL69 A9TiOENiBAU1.lOPTrt 1Y1AfY1E tt1UINB6 ]PEIEgAIEA56E1.HY FPAAEWm1aPIUPE rPFHOx nt»Las Nw1®mLEX®1N6NmcWarTw� �� s� a� 1N1 .lico mn.m Wv . IfIJ69l11RNNJ0%/Sf NYLOPLAST 2 FT X 3FT ROAD & HIGHWAY STRUCTURE: 32 _ _ AGR _ _ X L 21 MIEDUTFD g1CTIlE P.gYFMMEB OM1Ett1AUTCX BM1SM 00 WMNWIGTHGLOE NE P Nm THC NEss GUIDELINE TUFFICLOADS. CONCRETESUBDIMENSIMSAKEFORGUgELME RBEft S1RUCINEISEN9TN3 F NCIESONLY.'DNTIOONCRETESIABMUSTBEDESIGNF➢ LOADIN IxrGTHERAERATIDNLOLLRIF CTORS xs TRASFIC LOPDMG. B DTH ER APRICP9LE DESIGN FACi0fl5 IV BIT ,E6SwuN ounNEwMR..SrypPR DRIPPED SEE NXE '... S'1�, NU.A� NLLER a N 1 Sit uST.w« Y .. NOTE: FINAL DESIGN BY MANUFACTURER. INLET 3 DETAILS C8 Not To Scale OOD DDD ,� D ODD ?1x8oimTPoTNU 3099CGSQ & 3099CGSQFH APPRM. GMTE GRMIAPFA=11618 W M •aPPflo% wEExrwlrx FRAMEaxaaD=2RrNIaG T2 i_ N2s � 2r21 N 1 I I lew DMENSICNSAAEFORREFEREHCECMY ACNALDMwawxSMUYVMI DMENSICNS ME M INCHES tlNIE MEETS W20 LOP➢MPX6 aPlm STINGSMEFURLLCOxFgWTOASIMPMETWU"Ela50il5 PWM.CASTINGS M,ENRNICHEOWIIHANMX OW SLOSPE GEYICEVA9AR ALE WCNREOUESTSEE CMWIHGXO. iW1-11G11S1 SLOPE CFGMTESURFACE 1952% CURB "M IHIET F1iPME IXSME VDLNEla APF�x t %6GIR APPRO%STSE AREA 22737SO IKKD LONESTSERIN0=1 -MZ LOWESI SCTNG=MBTiMN LOWEST.z s"W"=2N.1290RT LOWEST .Y SNTNG=2901q � N HMNFSTaETTIHG=310d/a0N AAIUST1ENT RED 7X2CUFRNLET STINDMOGPATE 1WiCGSO 250 2A mW 2x2aMINET a 11HpNEBiHtt09Er11N0 An savAMrxoaosEFlNG FRAM8H000 D6C60fN SE 8W TGPa XASEMTETOTGPof Iw,waasN ImASEo: 2D YENDwEBxmxIXUDE 2%2 gMRENdI fl1.9EM1E LOWERED, I'm45Ef,: APP'L41WN„13 2IRMEG:282 21BM1SEC 231 APPflOX %ALBS 3B15EG: A IMETEE, APPROY$W 1H5 VISEBE0 '4 E0 APPNIH8 )m1VtiEO APPRGX "U'L8182IXI1AS vLnHI^_MP' NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE: 30 _ _ AGS _ _ X CGICIEIECNN BGUTTFR i6 w WENT Ir MENWI01x GDCflINE WIRITIIMESSWIDEuxE t21 VAfl41HEINVEfli XEIGHis FUH AVAIVCASCOHONGiO RI DICTIIEINN BRN(E OFF) FRAME, CAATE,8X000 1MFNC LOM6:CpFAElE51AB 01MEN51CN5ARE Fqi GUIDELINE PINPo9ES q1Y ACNPLttNICRETE SIPB MUSTBE GESpHEG TNGNG MOCgisWixIWXLIXALSOILCDIOHYUNS,IMFFlC LaOxG a GixEA APNIGaE OI:sIGw FAcrors. NNIWM PIPE DEPTH PER PRE PIPE MNREA RECOMMENDATION N ]MIN MMUFNRIX6 REO NEABMIN IIMiE0M1EODICTLENW SIINPI NIMN,fN RlSEPIATETI MATCH fl4GN0➢- IA VARMBLESUMPEXI O (n N,ATER1MdITA1MT A0NT2r,ITM N ICgWUWRD HOPE SHOWN) 16'WON t?-2d',IPMNCNDT r C ✓ fl>.GEO GN NANUFMNRNG RE01 � O - p' CMINGx1r-N o ` o a-+ E E a-+ 2'Y EMNON3Y E -O E E E E P VAIdpISIYPE50F NF(A WRET Al1.WI96AVAIIAOE .- O O 1' NTHE BACNFILL MATEWAL 31PEL BE CRUSHED STORE OCHER U (n O A➢S14WCGi SNIDE WAIUy N-12 HP WC SERVER HEX MR MR qS EMI: AN IFX RON 41, wC CRXRI WN(UGAT®B RI PVL tt-yi CLISSIAORC1,4RIAL MEETING I. U GAss ll, oxcusslu MATFRwL ASDEFNED MASTMD)32L DA M BEDDIXGa1HCXEILLFCRSMFACE DRUHAGEIMETSSNMLRE = = Of C C PA NIwH YNA M T I. IJ :J :J PLACED Lcou cTEDu NL ccoRo cEwTTxas Dzrz xraoxarAss.u+.ssxAusewo.e Gn - Q Q d O O .Je. rysm. N4Win[ILl®Iu.mpXGmPW U U MEMPLUSriver E. .uL N ww w`z<wx�"�'ErmP(NAnoawr ' l o, lo� asf :'wme�vs r�ra y . � - v IU. cVNJ.[ISuuaMeJwdwsW..FEi �M�USE'R ffimimET". MUSE C1 Ja LJw ITN. NMena _ NOTE: FINAL DESIGN L 2 O O m o 0 BY MANUFACTURER. o 0 0 0 0 0 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 OSTIA 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 4 )VDOT INLET SHAPING & SAFETY SLAB DETAILS C8 Not To Scale 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 NTEGRAL SURFACE COVERING THE POLL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH N 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 WES OF CURB RAF MAY BE POURED MONOLTMC&LY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRICTION JOINT WITH REQUIRED BARS. y 4. IF RAMP FLOOR IS PRECAST.HOLES MUST BE PROVIDED FOR DOWEL BARS SO 1 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAFLOOR. PRECAST CONCRETE SH&L BE CLASS A-4. , MIN5. REQUIRED BARS ARE TO BE NO. 5 % B" PLACED T CENTER TO CENTER ALONG 7212•1 NAX �C BOTH WES OF TX RAMP FLOOR• MID -DEPTH OF RAMP FLOOR. MINIMUM �`� R CONCRETE COVER IV2". 72'1 MA1( 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE 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 ACCESSBLE 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 BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE ,,. SAX HYDRANTS• DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A bONTINUOUS ACCEESSI9LETERMENNTTSEbF A FACILITY THATISCAN BE&APPRCONNECTING ACHED ENTERERED �1 AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTI& SECTIONS PROVIDED THAT 2'MIK AT 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE UNITS OF OF THE CROSSWALK AND bF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT X X , SAE AS TOP OF CURB B. TYR CONCRETE SD ALK IS 4" CK. HEN THE E E RADIICAINOT ACCpQMA'MLMODATE THE TU ING REQUIRETMRNENTg F kjIIOIPA EAVY TRUCK TYPE C rRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE IEAVY PARALLEL III PERPENDICULAR TRICK TRIFFlC) FOR CONCRETE DEPTH. 10, WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH L&' - 2.4" TRUNCATED DOME c-c 0 0 00 Do 00o000 0000000000000 + Y 0 0 0 0 0 0 0 0 O O O O O O O x e ^ya000000000000000� 0.2" R 0 0 0 0 0 0 0 0 0 O O O o 0 0 0 a 50Y. - 65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T�o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.4" VARIABLE BASE DIAMETER 41MNMUM. PAY UNITSTRUNCATED DOME DETECTABLE ABLE WARNING DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE EPA kRE175105 GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 05 DOWELS, 8" AT 12" C-C� ai 121 MAX B IL 2' B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MN SHAPE TO WATCH FACE OF ROADWAY CURB BACK OF CURB lxt- 20 :1 z'MN. SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB D 4 16 I 5 7 2 5 8 3 6 9 4 8 12 5 10 IS 6 14 IS 0 TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. sRERsunsx CG-12 DETECTABLE WARNING SURFACE s05 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 20306 CG-12 DETAILS C9 Not To Scale GR-11 BGR-11 PAY LIMIT " X 8" sOl PLATE TIMBER POST ANCHOR PLATE DIAL ANCHOR CABLE END SECTION PLAN `SEE STD GR-ROW SEE D SEE 01 1- TAIL A T� • DIAL ANCHOR CABLE I I TOP OF GROUND OR PAVEMENT I TAIL B �4. IT•R -.;- a ..'d W. .1 .A :a .'A .-A .d SURFACE SEE NOTE 4 :A BASE a.a - a 'A'.'a - I I SUBBASE 4" RADIUS �.a a..a BASE CGr2 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. Er L 3. CURB ONG FACE OF CURB)WLLDBE PADFFFOR A5 R�MIAL�CUFB. 4. THE DEPTH OF CURB NAY BBEE REDUCED AS MUCH AS 3" (1511 DEPTH) BR ORDER THAT ITHE��TTOM OF CURB ILL11 (COINCIEDEPTH) TH THE TOP OF A COURSE OF THE P EN SUBSTRUCTURE OTHERWISE THE DEPTH IS TO BE 18' AS SHOWN. NO ADJUSTMENT NE PRICE SO IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5. CG-2 IS TO BE USED ON ROAD ►MEETING THE REQUIRAPPENDIX ATOF TTEOUVDOT ROAD D $E MEN MANUAL. SREFERENCE STANDARD 6" CURB 105 REV• NO6 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.m 2 CURB DETAILS C9 Not To Scale TREATED WOOD GATES FINISH TO MATCH BLDG5 ELEVATION DUMPSTER ENCLOSURE NOTE: ENCLOSURE BRICK SHALL MATCH THE RED BRICK OF THE HARDWARE BUILDING CLOSEST TO THE ENTRANCE CORRIDOR. DUMPSTER T DUMPSTER PAD PLAN DUMP5TER 4 x 4 STEEL COLUMN UYP) CONC.PAD SEE DETAIL 5 SHEET C9 DUMPSTER PAD ENCLOSURE DETAIL Not to Scale 0-2. 2A �'>•>• THIR ►)SENT DE IµD WATT MUT x 27�74" MIN - 28Y4" MAX RAIL HEIGHT Y ° MRAAX.3" 1D" LONbOWITH WASHER DETAIL A STEEL TUFO�NDATION J J J II J J J III ears Two N21 iL" HEX.NG WITH ITH WASHERS GR-2 GR-2A SOIL PLATE W-4' POST SPACING) U'-1%' POST SPACING) _ - MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' ELEVATION SCOTTEO T DIAL % T' ED. THREADED _ -CM ' DETAIL B NOTES: LENGTH ENTIRE lCTH HOLE B' B" GUARDRAL LOCATIONS SHOWN ON PLAINS HERE APPROXIMATE _ ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F AND �ff T I I I I I I I I I I I I I % DIX HOLES IIII���I •••��I AS DIRECTED BY THE ENGINEER - SOIL PLATE FOR DETAILS OF POST AND BLOLNWTS SEE SHEET N0. 501.05. a OPTION& GR-2A METHOD III OPTIONAL W-2A METHOD N' OIA CABLE TO BE USING NESTED RAX. USING ADDITION& y STANDARD SWAGGED y OIA T�, DIAL RAL ON BACK OF POST SWAGE CONNECTED FITTING AD STUD ^ TULLE 'HOLE gg FOR DETAILS OF RAIL ELEMENT. RNL SPLICE JOINT. AND NDLEDS ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02' x WHEN NESTED RNL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST ANCHOR CABLE SWAGE CONNECTION FAIL ELEMENTS ARE FURNISHED SHOP CURVED FOIL RADII FOR 0-2A THE POST SPACING WILL BE 613". TO THREADED STUD SHORT WOODEN POST - BETWEEN 5 FEET AND ISO FEET. ALL GUMDRAL POSTS SHALL BE SET PLUMB. AN /TPp5ALL NOT BE SET WITH A VARIATION OF MORE THPERSHFODT FROM VERTICAL W-BEAM BLOC%OUTS M0 POSTS SHWA BE STEEL FOUNDAT ON TUBE 3., SET AND &IGNED WITHOUT ALTERATION OR FORCE. AS PER L % PATE SECTION 505 OF THE SPECIFICATIONNS. NA GR-2 AND CR-2A RNL 5H&L BE MAINTAINED AT A 4 HEIGHT OF 27Y" MN - 28Y5, MM AS MEASURED PER }/." OIA. HIOLE STANDARD GR-INS. tER�OF ALL W-BEM RALS $HALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. TS THE OPTION& OR-2A METHODS OF NESTING THE RAIL OR USE BEARING PLATE M ADDITIONAL RAL ON THE BACK OF THE POST FOR STANDARD GR-2A SH&L BE APPROVED BY THE ENGINEER FLARE RATES QESMN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LIOE LS FLARE RATE FUME RATE 70 8' 3a:1 ISa # 80 6' %1: 14.1 # 50 ITS. 21'1 14t # 40 5' M 1 B.I # 30 f \- yy.. STEEL ANCHOR I PRIOR TO INSTALLATION. A� EIGHT fD %" DIAL HOLE A pCATE ONE NIECE NOTE. #SUGGESTED MA%IMW FUME RATE ANCHOR PLATE DETAILS COLD FORM SECTION A -A USE OF THIS TERMINAL TREATMENT 6 RESTRICTED TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAYS. FOR SEMI -RIGID BARRIER SYSTEMS. N,VDOT TRAILING END TERMINAL TREATMENT SPECIFICATION FERENCE wDC7T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE ROAD AND BRIDGE STANDARDS ROAD MD BRIDGE STANDMOS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SWEET 1 OF 1 REVISION DATE 505 SHEET 1 OF 2 RENSION DATE (STRONG POST SYSTEM) 8m30 VNISM DEPARTMENT OF TRANSPORTATION 501.04 OB/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 375 X5 � M i aB2s• 5- S REVED �- PARKING- 4'• ;�ww 2 2C 2C 1 B 15 25 00 117-8 NO PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREPL) BACKGROUND -WHITE (RETROREFL) 'Reduce spacing 50%. "See page 631. ***Seepage 62 for arrow design. e IDa� X CCESSIB ■LEI R7-B3 A BC D E F B M J K M 8 L m Wt3 O Is 6 9Ts +]B vs IS I I 1 150 1 z® I STM IIs NwXINBAN%A1Da IlXuxnBNLArvATXN mtq@ IE6BD -GTEN IHNRONE MEM"IN"MuSix MOMS.. MTAiD -WHILE IPETW BM(BINIM-WN11E (RHRCNERECINE) 9N%GM -9LM IRETRI TOW -AWAY ZONE PENALTY S1001500 FINE R7-VP1 XV 4 HC-VAN SIGN DETAILS C9 Not To Scale T�e CR-2,2A 8' 8' §�• WASHER : I xM" BOLT A : M NUT __ -_- _ i'i' HOLE fi'4 B"ap_2" TREATED i:" HOLE a 6'v6'xl 2 < NINE BLOCK OR TREATED PINE HOLE 2 j,N 0` RECYCLED MATERIAL. y G BLOCK OR H" RECYCLED G&V. STEEL 10D o MATERIAL COMMON HEAL ,� SEE NOTE 5. w 6" WIDE BLOCKOUT Fan USE WHEN REPARNG DAMAGED GUARDRAIL 6".8".1-2" '^ CONTNHNG STEEL BLOCKOUTS. TREATED PRE BLOCK ," BLOCKOUT FOR MAINTENANCE TREATED ° REPAIR ONLY SOUTHERN PINE TI1 /Lv-III 19 = u I 71 ' LESS THAN 1'-0" ELI HARE 6x8 WOOD POST 4"x B"al'-2" TREATED T'Is STRONG 7a" NINE BLOCK. POST THE GRIT POST IS FOR USE WITH THE B'-0" POST GUARDRAIL STANDARD M-10 TYPE IXOR WHERE 4" WIDE BLOCKOUT REQUIRED SPECIFIED BY THE ENGINEER M THE 1x�- T- SAfxr�A, Ah LJ DETAIL A 1'N^ DIAL POST MAY BE HOT ROLLED OR WELDED. HOLE « des GUARDRAIL INSTALLATION - SITES REQUIRING LONGER N r n GUARDRAIL POSTS _ II {„ NOTES II 6 NUT BOLT TREAT 1._4.7 _ TREATED PINE w L &L BOLTS, NUTS, WASHERS. AND OTHER BLOCK OR o STEEL ITEMS ME TO BE C&VPNIZED. _ - II RECYCLED A MATERIAL 'A 2. &TERNATE TYPE POSTS AND BLOCKOUT MAY In II W6x8.5 OR THE RESTINTERCRICTION 1GED OHIIA HE SMMY ONE ERTVPETOWITH rr INS 9 POST AND BLOCKOUT MUST BE USED N MY SINGLE RUN OF GUARDRAIL. j 11 OPTIONAL rvOUE = 3. FOR DETAILS AR GUARDRAIL ELEMENT SPLICE II TO FACILITATE JOINT HARDWARE, ETC. SEE SHEET N05.501.01 31//s;'01A �T^G&VMI2ING iii,,,,,,///�����T AND A111.02. T v l HbLEs ,1 � 4. DRIVE NAIL ON BOTH SIDES OUT A TE OF THE 71,TI q TOP OR BOTTOM OF BLOCO T ALTER F/4" x tB BOLT 6 INSTALLED. TO HE 4 ETA CRT POST STEEL POST FICATION 'PEER ATION A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ERENCE REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 221 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) 50` 236 505 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 W14 5D1.D5 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 0000000000000000 6" - VDOT #21A BASESTONE III l COMPACTED SUBGRADE MIN. CBR=10.0 TO BE FIELD VERIFIED TYPICAL ASPHALT PAVEMENT SECTION Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR 00000000000000000 #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-%s"W x 77-1/s"H ALSO AVAILABLE IN WALLMOUNT CLOD-02WM (board does not include base) 23-WW x 51-W'H Frame Colors Midnight Mojave Canyon Black Tan Dust LED ilWmination / UL approved Powdercoated ahlminum frames UV resistant, non -glare acrylic panel covers Graphics &wordstrips included with purchase A Holds Two TS Graphics sized 16.1875"W x 21.5"H CLOD-02 (Classic Two Panel) Technical Details & Sizing Information IMPACT MENU SYSTEMS wwwA.p..fm......Nms.eom 1 Wifree800.321.81051 faa775.882.5210 IMPACT MENU SYSTEMS www.impacfmanusystams.com I tollfree800.321.8105 I faa775.882.5210 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