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HomeMy WebLinkAboutSDP201800040 Plan - Revision 2022-03-04MAJOR SITE PLAN AMENDMENT TO 5DP20 1 0000 12 LEGEND EXIST NEW DESCRIPTION 165TC x 12'TC TOP OF CURB ELEVATION 16' x 12'- SPOT ELEVATION 1eTW x 12'TW TOP OF WALL ELEVATION 1eBW x 12'BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER -RD - -RD - ROOF DRAIN --a- 5 SEWER LINE - 6,v - - 6'w - WATER LINE -GAS- GAS GAS LINE - ONE- - OHE OVERHEAD ELECTRIC WIRE -uGE- UGE UNDERGROUND ELECTRIC - oeT - - oHT OVERHEAD TELEPHONE LINE - uGT - - uGT UNDERGROUND TELEPHONE LINE D I- DRAIN INLET (DI) O OO STORM/SANITARY MANHOLE C C PLUG ®1Np �WV WATER VALVE & BOX ♦ ♦ FIRE HYDRANT ® ® WATER METER LIGHT POLE UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK X 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 ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 0 o PARKING COUNT - CROSSWALK M�MW HANDICAP ACCESSIBLE AISLE ® A_1\ CG-12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 2300 HUNTER'S WAY SDP 2 01 800040 TAX MAP 07800-00-00-049A0 SCOTTSVI LLE DISTRICT, AL13EMARLE COUNTY, VIRGINIA VI(IMITY MAP CeAl III=. 4..-4 nnn, nto ginal t t D9 tn1 r99 ear SeHersonPK"A Hafleen8 Mountain Rd }.11011n 1777 IDS zso A v U .y - d� Transportation 9u� r l UPS Customer Center ■ Department CID ID s Richmond Rd 25� a SITE B� 9 n IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX C I - COVER 5HEET C2 - EX15TING CONDITIONS C3 - 51TE PLAN C4 - UTILITY * GRADING PLAN C5 - NEW LANDSCAPING PLAN CG - TOTAL LANDSCAPING PLAN C7 - LIGHTING PLAN C6 - 5WM * DMP 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 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. 271 Glenleigh Rd 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 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 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. it. 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 r" 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 Building (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 Mechnicol 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 oc.) 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 80 9 5 5 9 Hardware Store 816 3,160 SF 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 r� O IS JU S Y is No. 15183 �� SSAONAL ESA 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. — 370 I � I 1 _OHU_O U_OHU— HU— I A=89°59'50"-\ R=40.00' L=62.83' T=40.00' / C=56.57' / C13=S51 °57'44� W PAVED � OHO �nHoWO�JO I UTILITY //'i UTILITY BOX W OUT= 355.06 T.M. 78-49B LOT 213 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 \ cONO 38 YWF 371.07 o \ u Ju S > \ is No. 15183 \ o .t�SsfONAL F CRITICAL SLOPES (SHADED AREA) PRODUCED BY CONSTRUCTION OF HUNTERS WAY. THESE CRITICAL / \ SLOPES SHOWN ARE FIELD \S RVEYED A T > 25 %LOPE. LEGEND Wm T.M. 78-4913 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 1 x 1 x GRASS K �P Im 2 NEW CG-2 ...., EASEMENT .............. v mn I EGIN TRANSITION D&IVL�TH RU ORD �" "' "" "'� "' �" "' "" ""' ""' �„ � � 389.01 � TOP- INV OUT= O INDOW OVERHAN .N` ... ./ 9 9x}8. PAGE. . g 13' CLEARANCE (4j(`'G FFF . . . . / / CHu SHOP'.'.. ARK'IN .'� / OHU -- HUB OHU OHU m ... ... .... ........ 0 U— I \ ..\....... .............. OH E NEW G-2 " ... . SIGN ... ... ... .. ... ... / CONC DITC UMT PAVED I aH0 0 � OHO t HO �n LITY I 'UTILITY BOX III BOX I i OOpC DI-38 VWE � UPS6370.96 DROP 371.07 -BOX370.38 EX. ENTRANCE INV OUT= 8.0 366.17 1 6" F3.5" AND 6" BOARD WIDTHS FOR VERTICAL VARIATION SCREENING FENCE DETAIL Not To Scale PAVED u'T o / =G uZ / LEGEND HATCH TYPE DESCRIPTION 12 SPACES AI VEHICLESRESERVED AWAITING REPAIR EX. ASPHALT PAVEMENT TO REMAIN NEW ASPHALT PAVEMENT DISTURBED CRITICAL SLOPES 6"X6"X8' BEAM r� �ry o�c� uRJ T A Sri a i No.15183 �`Vs10NAI FNG �)� • • 20 40 60 1 ■ ■ ■ ■ ■ �, I i - - 370 -x �I x -x \_x -x x -x I I 4 I I \ SAN RC Al 1 - S S -�` PeB� T° 0S--_S -�S- 98S j-� s' S S ;' S -/S -S S \ I \ \ g6 �j I -390� n S_ - �z S - ST S S 1 - ; � S - S S- S vv iv Ivv �i I I01 `� --- - - eormeeTg-Tl � v�ry vII ro \ \ \cI ISEPTIC EPTIC PUMP w SEPTIC / l 8470 00 \J R3 5.7% 90 / / l / SE 86 _ .._ ................'.-.' '.'.'.'.'E.,..'.'.'.'.'.'.$9J0. d X / % / / / DIS IBl �. MAC �pf� .. 2,00 / SF a Ac.Ess \ DI_ top=386.29...'.�DRAINFI LD ARE/, 66 -MA ANHOLE Ny i76 2 / AR. _ _� o 38 :0 NEW 60' M / Q \ F31,".112 Be 85°JINDOW x x RETAIL BLD160 SF FOOTP INT STORIES+BASEMENT aUSES: HARDWAREII STORE I(BASEMENT+FLOIOR 1) 86aa8615 85� . SMALL OFFICE (F OOR 2) ° I J FFE=386.3 I ° I BFE=376.3� ( .......... I 8600 85 w 1 e a \ . 00 ......... 85'6 1 85� I 'I 84B° HANI RAIL 1 .I I clar 8500 EX END BACK OF TURNDOWN. -� 84 84 5 L- I $?0 OS 85'01t 84w 446 , a 85" . . . . . J -- I $410 ° AIL O O � RD DRIVE-THRU C FFEE SHOP 550 SF ATTACHED ;8� 8433 FFE384�62 1 \ � � 84°D 00 \ 841\ _ 84� 1 i � �. \ \ L=--------- �b CO R ^ I �: o l J�NEW 30' SWM 1s 4w \ I FACILITY a, 5 W / HOPE DRAIN o 990 \ III I_> EASEMENT I 85 -V 8470 1 Is GRADING PLAN \ e° 96 T \ NnoPLAST - T 89� �) 1 k I CATCH eases p ......ssz............... \ \ \P !Iy� 1 �IVE-THRUC FFEE SHOP .;d �• .378.22''\ I \ III I Zq 550 SF ATTACHED p\ I FFE=38462� 1.2"x12" YLOPLAST INLINE 7/.'� Well Private / \ I NEW PUBLICI 9`n� \ \ 00 '.DRAIN. (2) 4" ROOF DRAINS INS / + DRAINAGEJ. \ \ o� as t / .. ...:� \ \ EASEMEN �. \ \ ro \\ \ 83 5'D% 8 4 �8a 8" HDPE STORM - - - \ x DRAINAGE NEW IC... 0 N O O Z V N W W \rv\\ y Z W a- v W w a z :E 0- [T1 a ^w � Z N \v1 O W N W Q w J), V) W z� ww� ZH Q 0 g O W J W 1 0 °o O JJ S a I. l5183 �SSfONAL S ti \\ os m r:•,• EASEMENT ` MH �d4 I ET REP AG \ 38901 /\ Water Consumption Calculation (Gallons/Day) per Albemarle County Zoning Regulations 84 \ NYWP AST G ATE \N38555 \ _ \ g2 / / ..� Numberof Daily Consumption Total Daily Water \ hO \ ) ig •t.\`, 80 v-% V. / 1 \ ` Water Consumption Activity Units Unitsper Day per Unit (gallons) Consumption(Gal/day) Notes OHU 2 sA MH �;, PRI ATE c e0 / � \ Repair shop customers 0 U�OHU� HU�O� \ O TEP,'SERV �' 1: -OHU- I I \ OON p1PE \ y Inv -3�G ¢1P- \ / 00 0 - Drinking fountain Customers 24 0.05 1.2 Assumes each customerconsumes6ounces of waterfro m the fountain. -W _W _W G \ Given that the fountain is In the shop, not the public area, we believe this estimate is likely high `� I\ �, ���� �`V A / A Washing hands In restroom Customers 24 0.02 0.5 Assumes twoounces of waterevaporate orget left on the towel when \ / 0 / \ �1P AI A \ \ u=a7oa6v �'x P\ \ \ customerwashes their hands ti0=.,az.53i � -� LL Repair shop aimpersonnel Drinking fouu mntain Employees 3 0.5 1.5 Assumes each employee consumes 64 ounces of water per day \ i EGG A A \, �,. \ -Washing hands in restroom Employees 3 0.06 0.2 �� \ \'` -- - - -- - -- -- \\ \ z Assumes each employee visits the restroom three times/day and consumes LU Z NEW PUBLIC - _ -------- - -- -- -- - _ _. = - twoounces perrestroomvisit bydrying handsand through evaporation / _ _ _ _ ---_ INV OUT INV DRAINAGES _ - _ _ --_ _ - _ �_ �oNCDITCH i 375.50 \\ / / / -mopping Units 0.14 6 0.9 Assumes shop is mopped once perweek and 6gallons of waterevaporates / 355.86 I EASEMENT CONC DITCH > > / each time the floor is mopped O L i / r -radiator Units 4 0.75 3.0 Assumes four radiators are serviced per day; approximately .75 gal is added to radiator per repair, we believe this estimate is likely high Z 1z Retail store employees W -Drinking fountain Employees 8 4.0 Assumes each employee consumes 64 ounces of water per day C O �C -Washing hands in restroom Employees 8 0.0.0 6 0.5 G I nHOO-nH0 � nHo n1+o � n INV OUT= I /I 355.06 I - -t EX. ROAD C \ 1 I Assumes each employee visits the restroom three times/day and consumes Q I I I I \ \ , twoounces perrestroomvisit by drying hands and through evaporation U DtZCN/ \ CONC / -mopping Units 1 6 ED Assumes store is mopped daily and 2 gallons of waterevaporates each time \ \ _ / the floor is mopped / Uj I u0o \ DI-38 \ \ / i J Office Employees J - Drinking fountain Employees 10 0.5 5.0 Assumes each empl oyee consumes 64 ou nces of wate r per day ' P )1. 15CONC IPE - - Washing hands in restroom Employees 10 0.06 0.6 cc 0\ / 37t07 __� INVERT Assumes each employee visits the restroom three times/day and consumes W cc -0LIT- 359.91 -� I 370.38 370,96 INV OUT= 366.17 Wastewater Calculation Demand Activity Units Numberof 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 Em to ee 1 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 Drive -Through Coffee Shop /n 5 - Drinking fountain - Washing hands in restroom Employees 3 0.5 Employees 3 0.06 1.5 0.2 Assumes each employee consumes 64 ounces of water per day U/L m L Assumes each employee visits the restroom three times/day and consumes LL O two ounces per restroom visit by drying hands and through evaporation -Product sales Store Units 1 35 35.0 From franchise records of of actual product sales and water consumption for -mopping Units 1 2 2.0 the month of June, 2018 Assumes store is mopped daily and 2 gallons of water evaporates each time the floor is mopped Total Daily Consumption (Gallons/Day) 62.0 Date 2 SEWER DEMAND TABLE WATER CONSUMPTION ESTIMATE OF 62 GPD IS LESS THAN 3 WATER CONSUMPTION TABLE 05 21 2018 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' C4 OF 9 File No. 16.003 PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. 1-112" SQ. OAK STAKES SET 180 DEGREES APART SEE PLANS FOR EXACT LAYOUT. SPACE FINISHED GRADE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS APPLY 2" OF MULCH AFTER NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE PLANTING AND WATER LANDSCAPE ARCHITECT. THAN I"ABOVE FINISHED GRADE THOROUGHLY MULCH 2" DEEP pO 4" COMPACTED EARTH o IMMEDIATELY AFTER �d� �4 C d REMOVE BURLAP FROM WATERING BERMZo PLANTING AND WATER d TOP 1/3 OF ROOTBALL THOROUGHLY. 4 EXISTING GRADE 3" TALL WATERING PLANTING PIT. D BERM _ PREPARED SOIL FOR SHRUBS FINISHED GRADE PLANTING PIT. SEE SPECS ° G FOR EXACT REQUIREMENTS, o PLANTING SOIL, AND —� ply Mir PLANTING SOIL AMENDMENTS. ") SOIL SURFACE a REMOVE BURLAP & STRING FROM TOP 1/3 ' ROUGHENED \ OF ROOT BALL TWO TIMES TO BIND NEW SOIL SOIL BALL DIA. (MIN) 1 SHRUB PLANTING DETAIL 2 TREE PLANTING DETAIL C5 Not To Scale C5 Not To Scale DW / \1 PTEL IED / oDW /OW 15" NEW LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF QLarge Shade Tree Quercus polustris Pin Oak 2.5" Cal. 2 419 838 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 452 904 o Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 2 419 838 OOrnamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 6 124 744 Evergreen Screening Ilex cornuta Dwarf Burford Shrub "Burfordii Nana" Holly 2' Ht. 29 14 406 Evergreen Screening Rhododendron Rhododendron tS<a�l�S 9 9 2' Ht. 31 13 403 Shrub "PJM Elite" "PJM Elite" Evergreen Screening Abelia grandiflora Compact Glossy Shrub "Compacta" Abelia 2' Ht. 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 (Sorghastrum nutans). I 1 I I 1 I 1 4 N N W Q �> Nw � J N � z_ In W Q F 0 W J tt a N 0 o U JU S a is No. 5183 �1L�121 �`S'VJ NAL F� Q Z 0 0 LL Z W LL r °wZ W Q 0 z U Q W W Q O O W Q � J G Date 05/21 /2018 Scale 1 "=20' Sheet No. C5 OF 9 File No. 16.003 0. \ \ \ W 370 \ 1 I \ \ y \ I `I A\ \\ I A \ " W \ w / \ \ — � Ix / \ 1� � a x x — x x x x —9" TE \ Z V A V \ V A I I I °" 9" A pE County of Albemarle 0 1 °W 1MADConservation Plan Checklist - To be placed on Landscape Plaits N I o / (Handbook, pp 111-184-111-297 for complete specifications) V 1 �\ AcsA SMT. v A v Iy fo0owin ite s shIIl a w an: 7 Trees to be saved; 96� 1 r I / / / / Limits of clearing (outside dripline a(trees to be saved); location and type of protective fencing; N A \ I I / / / / / h0 Grade changes requiring tree wells or walls; `v^ ................. _ .................... G . d / / I / / / Proposed venching or tunneling beyond the limits of clearing. 2 N W I d d / / I l / / runes: F Q \ I \ \c I t + < • ,a. _ _ a / / U7 .411 vecs to be saved shall be marked with print or ribbon at a height dearly visible to equipment opertors. �+ ) \.... '.' ... '.'.'.'..... • / I � No grading shall begin until the tree marking has been inspected and approved by a County inspector. s J \ + /F + + ...... ... .. / to J +/ Pre -Coo_ onr re c : N > ........ ... . + / i / d' / / / / / 1 \ Trec presmatioo and prmection measures shall be mrcwed with the contractor on site. ` [QTCI Z_ W a1 ++ r + W / / W / I/ ®� o ........ aQ \ t,W�I II + I N / o' / j \ - a r — — — / / / / S. F, ul me t O entlun and Storage: 1 A' I + / / I \ / / \ / / / / Heady equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within die driplines of tr Vi W \ I + + m / G / / / to be saved. -( Q \ WI / / Li I.;. •...a / 0 1 ✓ / "'f��lff VVV N 0 L � / \ Soil Erosion and Storm�raler Detention Device: C \ I + + / - - . - . - >.. ' p•c: / \ OQ Suchdesires shall not adversely affect trees to be saved. n O / I \ Ail I — / / o FTre: } / as I flll I I I \ \ I y Fires are not permitted within 100 feet of the dripline of trees to be saved. + ✓ \ + I 1 I 1 \ / \ z a T +wv...� \ \ Toxic materials shall not be stoted within 100 feet of the do Ime of trees to be saved. C I^ IL + a OHU ESMT. I \ _/ \J/ / / �' p �� ZJ FT] \ I I I{tl ° _ - I 4 d \ / / / \ i a. Protective Feudal: C, I + I + + I 1 �' I / / Trees to be retained within S0 feet of a proposed building or grading activity shall be protected by fencing. 'Z — —C� N I I SWM ESM-41 .. d / O D \ + + .I . •„• I 1-. / / / / \ hit Fencing shall be m place and shall he inspected and approved by a County Inspector pnor to grading or construction. U JUT M. S I 1 4 o o / o0 9. .1."r,�ce W_�"No. 5183 � O I I I I �, I I, .. Iv / / \�� p ++ SWM ESMT \ d / 2 When the ground level mast be raised within the dripline of s tree to be saved, a tree well shall be provided and a convniction detai / + + + II l l I 1 \ ... ... ... ... _ _ _ _ _ _ _ _ _ — _ _ o �C \ submitted for approval. ,pO 3 t� �2 ... ..... .. I Il d P �% SJ' ....... . �' '..'......'.'.'... s cc F + ,I cc cP ...... �Q Fs �v \ .........'.'.6i.. I ... .'.'.'.'.'.'.'.'.'.'.' . ......... ..V \ + I + I i... m ............�.. '.'.'.'.'.'.'.'.' '.' '.' '.' '..::....... / \ / l o. Tree Wal r. SlONAL E +{ I I I \ \ I - d \ �_ \�\ O he ground level must be lowered w;chin the dripline a tree to be saved, a tiee wall shall be provided; and a construction detail +� I l \ 1 d \ I -� >� submitted for approval- ..... I\ + + d I.Q ........... \ / \ �P Qv Q/ / 11. Treochin rid 'tannest +I '1 When venchin r is uired within the limits of cleaner n shall be done as far away rom the trunks of trees as t»s:blc. Tumelm I \ I + + + 1 I { I ',,% as -R ....... .� ° p . 0 / s G�\ `� �� under a luge uee %lull be wrsidezed as an alternative when i1 is amid and that neces p g � 17 '' ' � / p sary trenching will dettmy fccrtu rooter. l _ _ . ,..�.'. :.�: \ —3 / I ��� '` \Gi 1 / 12. a�uo + + I+ I A- I ... ..... rn \ 'l _\ �P�� — 11D Protective fencing shall be the last items removed during the final cleanup. I I.......'.'.'.'.'.'.'.'..... Q� \ ® J\ \ \ I + +� .... .. ..... .'..'.'.'.'.'.'.'.'.'.'.'.'.. .............. — — 13. Trees: I ( \....... + ........................ I \ oo \ O Damaged trot shalt be treated immediately by praning, fertilization or other methods recommended by a tree specialise. ------ \ + I .'.' ' . ...................................... ....,.,. .......... — NOTE: I I' 1S I HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION M� : rn +\ + + • I o �.........''...'.'.'.'.'.'.'.'.'.''..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.-'.".'... \ �.l c c — — c c c I \\ on` q� u ................................................... / REQUiREME\T5. a s a s \ \ ................................................. .................. ` Q I \ E E E E E E E \ .... .... ..... ................ _ E E E .''.\.:........................................:..... \ o 0 E E E WM ESMT. I \ ... �... ++gg+ + + + + ........... ...... ..................... \ \� 07/05/2019 u in c� cite 3 c) ci \ 6+ + .....:.\.. .... .... ....'...... .'...... ® ................ \ _ OWNER SIGNATURE ATEi m + + \ + �\ \......... . 1 / V ¢noon°° 0 aJu OHu + 2 + `�A + 78 _ + .......\.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'...:.....:..:.....:...'.'.'.'.'.'. / ...... .\......... .... \ / r _ c� OHU OHU — HU iU I \ \ + + + + + + + \ .... .. ... ... .... .... ® ............'.'\'.' .... r] _ OHa — q DRAINAG E S T. \ \ + + + + + + + + + + + + \ / \ to C�OI117itACi PURCHASER SIGNATURE A ...... ..... ......... ............ ...... ....... + \ +\\+ + TOTAL POST-DEV LANDSCAPE SCHEDULE / I o\ \ a \ \ \ Total N o0000000 N N N N N N \ TR PR ION FEf�OhN \ — / Plant Minimum `l �NN(V NN CNN -A- — — — — \ \ Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy O O N N I SF O Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 471 942 O OHU ESMT. / / / // Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 510 1020 ------ DRAINAG ESMT. � I I I _ _ / ACSA ESMT ex. H°no cij I � Pave° I / Large Shade Tree N ssa s Ivatica Black um 2.5" Cal. 2 181 362 Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 6 419 2514 Z �0 v \ v 1 ( Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 O My —tiHa�oHa�tiHO / 20 0 20 40 60 @ Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 4 151 '004 Z Scale: 1 "=20' W Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 7 419 2933 Z n LU D Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 13 124 1612 W DRIP LINE SNOW FEN 11 �*" CORD FENCE '°'0 CORRECT TRUNK ARMORING BOARD FENCE Iawl 00 PLASTIC FENCE TRIANGULAR BOARD FENCE CORRECT METHODS OF TREE FENCING 1 TREE PROTECTION FENCING C6 Not To Scale Evergreen Screening sex glabra Nigro Inkberry 2' Ht. 17 23 391 Q (0 Shrub Holly V Z 0 Evergreen Screening Viburnum pragense Prague Viburnum 2' Ht. 18 44 792 Q W Shrub J Evergreen Screening Ilex cornuto Dwarf Burford ccShrub "Burfordii Nana" Holly 2' Ht. 43 14 602 W N<o"A Evergreen Screening Rhododendron Rhododendron 2' Ht. 43 13 559 vJ Shrub "PJM Elite" "PJM Elite"Uj MM Evergreen Screening Abelia randiflora O W g 9 9 Compact Glossy 2' Ht. 29 14 406 Shrub "Compocto" Abelia O J o Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub o005�Date Broadleaved Evergreen Kolmio latifolia Mountain Laurel 2' Ht. 21 n/a 0 21 �201 8 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 GARDCQ 7-WT-150PS H 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 FORM 10 CLEAR HORIZONTAL ❑ C 2 PHILIPS GARDCDH 9-4X-25OPS H SQUARE 250PSMH RATED FOR 1 EH 9-4X-250P. es 22000 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 Max/Min Avg/Min Right ofWay Line + 4AvgMaxMin 0.0 fc N/A N/A Site Area + 0.0 fc N/A N/A Note: 1. Wall and pole 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 luminaires 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. 0 40 •0 :::::� iINI M-9 l SPECIFICATIONS Certifications/Qualifications Dark Sky Compliant Yes ) wwrki Dimensions Base Backplate 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 Mounting/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 CosmoPolfs Electronic HID System ine 107 Gullwing Sconce The Philips Gardco 107 Gullwing high performance sconces offer an excellent alternative to unsightly wall mounted fkaures.These architecturally refined luminaires mirror the styling of the popular Philips Gardco Gullwing lomireire and intestine 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. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter de oiler code nro de appapa re bar a6ow. More PNlps Gadw reserves the dgM ro ref,se a cmpguodon Nor ill mrrbNarims oM conpN.....m a,M. Re( to ninesbeb,v for eats.. smdgmtadms. Farques6ms or concerns, plasecmmh the (vaory PREFIX DISTRIBUTION 107 Gullwing Sconce FT Forward Throw Not Awla6lewd Fkomscmtdamps. 107EM Emergency Sconce WT WideThrow Nor Asoga6le wA, Flomexmt burps. 107EMC Emergency Sconce, Cold Temperature MT Medium Throw 107EMR Remote Emergency Sconce Ref rrorm{igumrim chart bdow rarasdlabk cam6omlms. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 107 CONFIGURATION CHART- 107EM OR 107EMC' Velar. 120 29B 2" 2Z7 J97 400 60CMPE 200. 277 SOME! 70MH I OOM H I5OM H 175MHae SOCMHE' UNIV 70CMHE' UNIV IOOCMHE' UNIV 35HPS SOHPS 70HP5 OOHPS ISOHPS R.-mv 26QF' UNIV 226QF' UNIV 32TRF' UNIV 232TRF' UNIV 42TRF' UNIV 242TRF' VNIV "20Conbnaet matedwith ade.,bw.n cord "UNV"o. 0277 "areamikble Rr, adding n-MR CMHEand PIPS tiler rewim andium based El IIsco s. NI MH I SOW and bdoa an phe smrr by or,-, hiding CMHE typo. *+ 175MH ma srooloble rorsole an de Un¢d States_ MH- Mental Haide GAME- U. M.) Hal ds n h Bectrmic Ballot[ FPS- Hgh Forman, Sodum IPS- Loa Pressure Sodium TIF-TdpleT be Fkorexent , - (Lod...ranter, 1611 Ch is Barker Road, Sao Marsos,TX 70666 (800)227-0758 (512)753-1000 FAX:(512)753.7855 sitelghting.com 0 2D I2 Korudiike Philips Electronics NV All Right,Reserved. Philips Gardco reserves the rght ro change materah or modify the design of is vrodua withoat norifmtion as pan dde comp ry s continuing produa improvemme program 79115-10210512 Distribution Voltage Fluoresce,[ El W1 � 24_e 277 410 226QF' 32TRF 42TRF CONFIGURATION CHART - 107EMR' Distribution Voltae ptiourant FT WT MT 120 208 240 27] 347 480 226QF311 32TRIF 232TRFs 42TRIF 242TRF" 1. Fbomrex and rMHE L,dodm lmmre 4ann irbdbn, dos accept 120Vdrwds 277V, 50&to60i input Spm&-UNV"yd gefm120Y&mgh27N. 2. one (1) Janie k ponered in emergency made xirh FM, FMC and FMR [ryes wdh the B84CG epdm 3.AsdloSk with ICE420 apim, which poven two (2) lamps» emergency mode. ICE420 opdonod,..kblesviah226Qior232TRF. CAUr10N:Mmlmrmbaperypacknpm power for EMIR arks arch ICE420 c*a. h 100 was (83 amps) ahen hoong dement h m. This it in addaian to the namnl input P. er tar lumndre baps and below 4. Asallubk wch I162 opbm, which peat. two (2) lamps in tax tap y most. loops are wind in pamgd.ln emergency mode shodd me lours, become ncpemNe, an remanng lamp wll apemen eah a mninumto.l i,kid napr, of2.250 Lamas. S. Rarer to -107 Emergency Scarce Tbe" in page 3 for additional in incitation. PHILIPS (30 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 de appropriate box above. Note: Gardco reserves the right to refuse a con8gumtion. Not all corporations and confgurations are valid. 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 BLCa Backlight Courml H14 le Square fabricated Luminaire 2@90 Twin Pole Mount at 90° 1V only. Not available 3 Type III above 400 vans H19 19" Square Fabricated Luminaire 3 3-way Pole Mount at 90° 4X'a Type IV H26 26" Square Fabricated Luminaire 3@120a 3-way Pole Mount at 120° FM Type 1V Q TypeV 4 4-way Pole Mourn Vertical Lamp VS TypeV .Type 9 available in 19" luminaira only Type 4X luminaires, 40OW and below, are supplied with In VOW and below, vertical lamp luminaires are supplied In gas, lens standard. 2. MHIPSMH VOWType 4X and BLC luminaires require de E2818T28 reduced jacket lamp with an acrylic sag Iens.A glass sag lens is supplied cord luminaires above VOW and with W luminaires. Medium base lamp. 20M max on 14" units. WATTAGE VOLTAGE EH I H 14" EH I H 19" H 26" 120 200-277 IOOMH' 2SOPSMH 0 400PSMH°O 7SOPSMH Pulse Start MH 15011W 25OPS9011® 45OPSMHIG 77SPSMH Magnetic Ballast 175PSMH(D 320PSMFP® 875PSMH 20OMH D 350PSMM0 1o00PSMH CosmoPolis'" 60CMPE El.ric system 90CMPE (See Notes 5, 6,9) 140CMPE MasterColorr Elite 210MCE.3K© 315MCE.3K© Electronic System (See Notes 5.6.9,10) 210MCE4K© 315MCE.4KO Pulse Start MH 250PSE110 320PSEd"G Electronic Ballast ran tard (prolbe start 175MH* MH 2SOMH*s 250MH* 400ol 1000MH M neck Ballast* High Pressure Sodium 70HPS 2WEIPS 750HPS Magnetic Ballast 100HPS 250HPS 1000HPS 150HPS 400HPS * 17SW, 250W and VOW probe start MH luminaires are not available for sale in the United States. E Wattages marked with Circle"E" meet federal energy efficiency, standards applicable to 1SO wan through SOO wan metal halide luminaires only. Form 10_EH-H 10/15 page l of 3 208 CMPE MCE and PSE types only. 240 277 QUAD l20aOM4O= 347 wired to 27N. 480 2. MH/PSMH 40OW Type 4X and KC luminaires L require the E281BT28 reduced jacket lamp. 3. Medium base lamp. +Available with vertical amp optics only 5. ILL Listed at 40°C ambient 6.Aviilable 12OV, 200.2M,, 347V or 180V only. 7. Requires E281BT28 fair, S.Available with horizontal amp opma only. 9. CosmoPolo and MasterCoior Bite systems are supplied with lamp. 10."-3K" suRa specifies a 30OVK lamp and "AK" suffer sperifiae a 4000°K lamp. 11.250 vna Pulse Start Metal Halide with a M efficient magnetic ballast. Complies with California Titk20 eRectiv, 1/12010. Availablein 120, 208, 2M or 27N only. PHILIPS GARDCO► i .TU S a i No.1q5183 3 �SYA1 AL r o= E E== E E E l E E E E E E E E U rn V V (n ta U U C C of of C C C `r > > Q Q > 1r� U U U U O Q t O 1 0 CD CD 0 N O O O p 0 0 0 O "O-'NN NNNNN N O t f J•- DON O IN©61610101 7� 0 LL W LL r °wZ W Q 0 Z U Q J W Q W2 O O Q � J 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 MINIMUM V COVER 2.0' 8 AHoVERG NEWSTORMSEWER PROFILE �EX. GRADE _ r PROP. GRADE n•`W : 111�` 1 �' 140N NONWOVEN OR r__7n_0iF:?0nV �••O••• 10r rk - - - - ♦ T WALIM .A u _Y4 1 TAolrA7 Invert 60" HIGH — STRENGTH PP DETENTION PIPE EL. =372.50_ _ INV=369.50_ _ i REINFORCED STEEL PLATE OR EQUIVALENT. WATERTIGHT L #57 GRAVEL BEDDING. WIDTH ATTACHMENT DESIGN BY PER MANUFACTURER. MINIMUM PIPE MANUFACTURER. EXPECTED 9' WIDTH. 2 NEW DETENTION DETAILS C8 SCALE: 1"=5' e • o oo oe°eeoo a°ea °oleo o°°eoOeo°p°° � D°o°o eoo eooeo o°soeoo °° WW�W °o o °po°°0000° • °Doe a� o�PoWe°aaoW a e I.uulGlr il nUI9: Pl.rr I In .Il xa Ilm•P -u n "I J • .Inn" tin, ."i... I - NRP'y .ue 1 PIrveI. I/1 VLxI•� xnA Nn11uR L... "�l" IF,.M'MAI'W.iI. lullI'— I".. of I"Iwl TAMP TRASH RACK III New Trash Rack TV' Holes 30% Opening Area 6" O O O O N D O O O O 0O0 O Front Section 00 O N �OQ 0000 00000 Side Section 3 ORIFICE TRASH RACK DETAIL C8 Not To Scale 2.5" ORIFICE WITH 9" TRASH RACK NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL CORROSION RESISTANTLADDER SS HARDWARE FURNISHED WITH LADDERS 1r.-13 X 131E HEX HEAD BOLT, 11T FLAT WASHER, & 1Q'HEXNUT NOTES: LADDERS SERVING MANHOLES GAN USE DEVIATIONS OF OSHA 1910.27 FOUND IN 74' MAX1. 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 LADDER BY THE PIPE FABRICATOR. THE HARDWARE IS INCLUDED TYR ANGLED ATTACHMENTS, WITH LADDER MIN. 6 PER LADDER. 3. USE STAINLESS STEEL BOLTS, WASHERS AND NUrSTO ATTACH THE LADDER MAX VERTICAL MOUNTING BOLTS BRACKETS THROUGH THE PVC DRAIN BASIN SIDE WALL BE POSITIONED TOWARDS MUST BE 4. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 144NCHES FROM THET OFTHERISER BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSIBLE. 5. BOTTOM OF LADDER SHALL BE ATTACHED TO BOTTOM END CAP WITH 53 HARDWARE SEE NOTE B SUPPLIED WITH THE LADDER. 6. WEIGHT OF LADDER TO REST ON END CAP. 36'MAX 7. ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. B. 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. CONTACT NYLOPLAST FOR DOCUMENTATION SUPPORTING FIELD INSTALLATION OF LADDERS. LADDER BASE IS TO BE BOLTED TO THE BOTTOM END CAP I/ n Y." R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) ITMAX :5:�)BMP RISER & LADDER DETAIL C8 Not To Scale GALVANIZED STEEL STEP i MINIMUM OF 3" EMBEDMENT ,.P STANDARD STEP VIRGNA DEPARTMENT OF TRAISPORTATMN ST-1 k4 GRADE IRO, REINFORCING ROD ENCASED IN A L`ORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURERS DESIGN) CORROSION RESISTANT MATERIAL R74 REINFORCING ROD CAL SECTION I PTH ILL STRUCTURES WITH A DEOF OTHERWISE NOTED ON THE PLANS. E 41/2" FROM INSIDE FIDE OF BE 18" C-C. MNIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. aler•° Ne: IW ee YLMIRFdLY ALIGNED AND UNFORLVLY SPADED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVER. FROM THOSERISHOWN MAY�ALSSO BENUSED PRO96ED ITHEYI 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 SHILL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMNLIM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 0221 ALLOY 6005-T5. THAT PORI`ION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO t'EODVL SPECIFICATION TC-C-ODVSSA MIN. LADDER STEP DIMENSION C8 Not To Scale A SL-1 45 BAPS e C C-C GYP. :SB'BC C TYR. i SHAPE TO ELEVATION OF M-POINT OF LARGEST PIPE. �1 I I I I I 111_I I I I LI — I T II I� I II �` QIAMETER I ITTTTT7- T i. A B TT B J L y Ir J_IT •.. TT PLAN WALL MMIICCKI$SS VARIES PLAN 9 TOINVERT PORMI TOF SECTION A -A PPE DIAWETERSWWED'IEN METHOD OF TREATMENT IN DROP INLETS OFFERED SEES OF PIPES ME ENCOUNTERED. N CONDEIE CLASS M CONCRETE , �e SECTION A -A SECTION B-B NOTES SH SHARING OF MMNWE HIND INLET INVERTS IN ACCORDANCE WITH \� 1. THE STMDMD SAFETY SLAT (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS THIS DRAWING 6 TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE WVFRT OF FIFE IS ABOVE INVERT OF SLOPE TO GRAN , TO INVERT OF ON TILE DRAINAGE SUMMARY SHEET MD/OR THE DRAINAGE DESCRIPTION. FOR NM&a JUNCTION BOXES MO DROP INLETS WIM HEIGHTS GREATER THAN 12 FEET THE SPACING OF STRUCTURE. WTLET RPE MJACENT SAFETY YAKS SHILL BE S'TO 12' WITH NO SAETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF WE STRUCTURE SAETY SLI85 SHILL NOT W LOCATED BELOW ARMHOLE OR DROP INLET TO FOBBED AND CONSTRUCTED MY INLET WE OF 30•' DIAMETER OR GREATER. S DRAW DRAWING. W E INVERT WITH APPLICABLE DE STANDARD OR CONSIST THE COVERT OETHID HEREON IS TO CONSIST OF A e 2. THE LOST OF THE SL-1 IS INCLUDED N THE COST OF THE STRUCTURE. SEE CAST N R.BCE DRAWINGS MEET N PONRIND CEMENT CONCRETE F CONFORMING TO CLASS BE OR 0./55 C1, IXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO W RIVETER MD CONSIST OF STORE, KRONEN BRA ' ';: :.; FOR FURDER J. ACCESS OPENINGS ME TO BE STAGGERED FROM ONE SLOE OF STRUCTUIE TO THE OTHER WHERE ff ACCORONCLY. BE LE. STEPS ARE DETALS i 5 BMA F B" C-C GYP. C BROKDT CONCRETE OR BROKEN ANSCONCRETEOF HI BLOCK. THE SURFACE BE LEFT SMOOTH BY LEANS OF HMO TROWELLING. NONE I .'n , MAY AST. CTRW 4. SAETY SLAB MAY BE R PRECAST. CAST(4WO CE CONCRETE TO BE OF T OF THE COARSE AGGREGATE SXILL REMAIN E%POSEO. A IF PRECAST CONIC ET CLASS AT BEEN PSG. RFEC/5T CONCRETE IS 1. M (4000 PSI). REINFORCING STEEL TO ff IN ICCDIDIIFE WITH AASHLO MS1. DETAILS OF OVERT SHIPNC M SHOWN IERI:N NE FOR ENNNLE PURPOSES GMT. EICN CROP NNLE B TO BE SNIPED `__ — • e 5. ACCESS OFEMNGB NAY BE OR SD' SPUME. WHEN WDTH IS TOTT THEE AR INLET ILO CUTLET SO" OPENING (STRUCTURE LOWW, TI£ ACCESS OPENING SH4L R RECTMGULM (SIRUCTUE WDTH BY CO FIGURATION FLOW LINES. SECTION B-B 30 PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES V170T ROM AND BRDIX: STMUMDA STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS SPECIRCPTION REERENCE �V�T ROM MD BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR MANHOLES AND JUNCTION DROP INLETS, BOXES SPECIFICATION SHEET 1 OF 1 REVIJON OAIE NRgNIA DEPORTMENT OF TRMSPORTRI0.V J02 SHEET 1 OF 1 REVISION DATE ANGINA OEPARTIEM OF TRNISPORTATIW 302 106.OB ,Ob,A (a:)VDOT INLET SHAPING & SAFETY SLAB DETAILS C8 Not To Scale REVISION DATE 9EET 1 OF 1 tOSAY 3299CGR APRWX IawxAaNFA=L+. m n Ix •APPxLxcr93rrGFmATE=sem tas dHPB B 4 321kY R14j __ SM OWBL=x dn1a RA9ry - �0 0 SL3 991 0 0 19%AGTe18TIEN CBBN915PALE FORRETMENTECKT ACTwu O,NENSO`P, aTVia, DRIERSICNS ME IN INCHES GR„E dIEET3 x.tV L W G M,N3 OIINIIY: IM N.AR 3FOR SFE WET TG/S FMtlULERDffi TMxNFMQft89AECIwTIERwNMG, WIMIBY EBL wTI3V1 sORBBI. K PANT: GSTNGSAFEf11P1a41®WIINABIPQ PNNt N11tl1K11YS FAONEIMIWIT3. RE PFIX9! n� � NX�w]YM LW(IFKa GENGEAVPINA111E1M1CNIIE(MFifsfflXigWWl1'NO ;a �ML ,HE °LF'`,"mf O"`� ^4E �- 1'WmEF1IP1GFR1M6E1mwmlranpTeMACgLUCeEPPFRRox..IgmEgPIYRpN.M.LL'X®TF18(6lW1BGiMFM. TR6IxPBPoM10.MrFIMrwfi.:+EF"MWOF.MWwY Mx NwMR�BY „wPy„ IWER1/JMVE mylotIoPENlQlafitlAs4Y1E0t °RE GMWTMBME MRiOX1 PIMEWIMROIMMM fDNTNEYT00AMHIsm. mnryA6SN4Y"3AMN'MB°LL ,AY1Y s 1nM waT sw1 wen cv 2 INAMsooxxmLlxwPua NYLOPLAST 2 F X 3FT ROAD & HIGHWAY STRUCTURE: 32 _ _ AGR _ _ X It,L NIEfAATFDGUCn1EIFgiFPAMEa DLAErosuroxBAVN o°. 1d•MwWGTxaI1oHIIxE P MN T1H'Y..xEss cumELNE TRIFRC LORDS CONCRETE &JIB DIME, Ip13 ARE FOR GU®Ell& R6Eft S1RUC1NEI3 EA3111b PURPOSES ONLY. ACTUAL CONCRETE SUB WIT BE DEEMED TMNGHMGCCNSIDE TIONL MLCCNp S,lW C LDADWG.d O1HFAMRMPBLE DESWH FACigi3. IA - IT Mmi°:.,7w "„mow +�.R. Loa M°"I`A°rPw.x.1. x2 THE wrx. 14(y4last ....,nX.r...� w wWW AMexwW " a� wRw°NwNaR A.WM NOTE: FINAL DESIGN BY MANUFACTURER. INLET 3 DETAILS C8 Not To Scale Section 2724 Engineered Surface Drainage Products 3099CGSQ & 3099CGSQFH MI XOK GPAIE ptAN APFA =116 W SO N •AIreRo%wEwxrwlTx FRMEdncaO =MTNDs � Az u2s� A➢N41N3lFW.Of9 7xrcvR3 MET N DDD ,� ODDLED 11XSLM°1.WMN dnnNwESTllow sElTmm mA An LmaTxocosETrxG z xzcuRaNET FRAIEaxIND 3I93CGRCFN FI 5n o iOPOFBASE JBIETOi 2M IYNW&15N pMENSICHSMEFORREFERENCECNLY 128ASE0'2B'x MEIRMGOESNOi NOUCE ,`849EG: IN.C1aEN 109 S ACNALOIMEDIMMINSME N I WVVAFW NCHES NBIASEG: in z32 151 . MOROx 0: APPRo9BOOM tlUIE NETS Hi➢LOI➢MPXP ]INM1SEG: A IQP/SEO APPR0185 G]IH$ gum 41ATBlIAIsaHAUCOxFgMioaSMAS]6GPADE1a�L5 PAINT. CAS11X69 AREfllN6411EGWI1HAB1AC1f PRIM 11P/SEO M`RAPPRox am m LGCNIN0FGRAEAVAIMLEIPCNREgIE5r5FEpNWINGX0.1N211WW3 i$LSEG: AWROK 8200165 SLOPE Of GRAZE 9U16ACEBS2L mrrwY�ewFcrw�rsw�wucx n v[nauew CURRIHIfi FRPA1E PISIGE Vg1LEflMP�%1ia CUFT mmuplus rgrrt �1 wwvo wmsre MPRox wwxARsaacRAEaxoeo wwswoxa.,xuwGrrooalrmwsuL ouGl.eXalr � wm�lmz-v., LowESTSEmxG=22TTTsox wAxelW.wMwINSREwFaTlWossw Nootast '�mmeNAw LGWEST.r sETIWG=MBISSGN lFcl'xi'x e'F4uxnw9Axxµ M q. m.xrt n""""�.® LESi•2 sEPNC=2W.1290N " y°,"Map yµ FMn1I¢ImBRE LOWEST SEf1N3=2Wm 5pN µOp[r�Ft yvwn¢dymllgE,uurro¢ HNiIESTSETTIHG=310A150N NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE: 30 _ _ AGS _ _ X CMK1ElECLW 8 WTIFA A4WLi 16Mw WNTHGUIMNE SMINTHIRIM-FTI PLANE RI VARUBLE INVEfli HFIGHI3 AYA PILRN AANE OFI) (1)LUC11lf AWN WN:mRAXE C.H FPFLE,WUTE,BNCCG TPRPOSES.C6: CACTU&ENCREFID SbNBNIDE GUIDELINE WRPo9E9 qlT ACNPLCCNCRETE 9lIB MU3i SE DESIGNED TMNG MO CQiS W iAIIM LIXY,L SpL C0.NOIlpNR. TUF.0 Lowwo. d oT xeI APRD,aE ossXN FACTORS. NNIMINPIPISFRwL DEPTH PER "PE MPNIIFACTF. RECOMMENDATION IMIN. MWUFA "W" IINLEGIwLEGpICi1ERCN REG.RNIEAS NIN 0., NIWV'ix ��PDTE10 aiCH WSW00 v IN VMIMLE SUMPDEPTH ICOPoVU(MTBI NDPE sxWM) Ifi'Wax lr-2V.1O'Mw CN Yf fl19EG ON M4111FMNRHO REQI Pww IXl lr-2V VY 6•144404iY A VAPogNttPER GF ERFI8 d1REFMMI9f3AVN1ARIP, Y EOiDV COfdVI]W,iEp IDPEyl6NI1MPNCw2DUKWNL TIE6ACI(Fl1ONATERAIII1LBECIUSHEDITONECROTHER ID& BONN)tic IIy W12HPwCSEWERIEXSGRiH. LRAwMR MgTERbLLNEETNGMEREFNEDNMIB211 wcowvEx: swwl, wccWWTNs.mIN11GAT®aRNmPY>. *-EG' cuss n, oxcusso MArFnwLAsoEFaRDNAsiMozWt. BED W& RACNFUlF U IMRMLEGRMN(ENEISY'AI.BE RACED eCCNPACIF➢UNIFOPMLV INACCCgO°ICEWILH0.51M02II1. wenrizo owLm•"".Tw wxn A (� w,., mm•s-:�n sL�wux'>•®i. rAinrol.waw M Ww "a m m N w woK w.0 IVylo�last Ww m Mom.M".xNM.xw.w„IF.XwI.TMW=ffM".mI" ","a s ,ruclNmlmAtluIE WNIox[rslu'n•ID6otvdWssWtuLLi pr.._ Ra _.: Art IFI.N xRMwIW WINI iriIR WAwEI _- - - - -- o.�aRc.mrw.mx�na "e Lao wTw" -_ - - _- M"Nls1.ear1.wen NOTE: FINAL DESIGN BY MANUFACTURER. 8 INLET 4 DETAILS C8 Not To Scale 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 fightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe Using flexible elastomenc seals. The flexible ela5tomenc 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 i backfill materials and procedures. The backfill Pec 9 aY 9 pipe 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 D232t 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 cr .J . S a It No. gq5183 �Ass101JAL 4''` 00-12 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 THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N 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 SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ell, -,MIN 6. BOTHRSIDES OF THE RAMP FLOOR. MID-DEPTHEOFI RAMP FRTO LOM.CMINIMUMALOPo CONCRETE COVER %". S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLUS 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 BASTING. PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLUS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRAMTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINIWS UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL05zgp� ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED MAY- µD USED BY PEDESTRIµS. 8. RAMPS IMY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT R THMTHE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ANDC MENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT.W.M ,SUE AS TOP OF CURB 9. TYPI�/� CONCRETE SID ALK IS 4"7IRCK. N THE ��7gANC RADIICANNOT TYPE C ACCOMMODATE THE T NC RE0 ELE F ANTK2PA7EO HEAVY TRUCK TRUCK FOR CONCRETE OEP{H,�ERCIAL ENTRANCE (FEAVY PARALLEL &PERPENDICULAR 10, WIEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, UM THE MINIMWIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.8" - 2.4" TRUNCATED DOME c-c 0 0 00 000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 OT + i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, - `vy 0 0 0 0 0 0 00 0000000� -" 000000000000000' 0.2„ B ZZ 50%-65%OF BASE DIAMETER 0 0 0 0 0 0 00 00000001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M. O.8" - I.4" VARIABLE BASE DIAMETER 4'MINIMIIT TRUNCATED DOME PAY uMITs DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL NOTES 71'0052 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05 IXi-lz #5 DOWELS, 8" AT 12" C-C� el12:1 NO MM �xr 2 B� 21 B All RAMP (SEE TMBEE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MN SHARE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 20 I Al I-2' ell SECTION A -A ERMISSIBLE CONSTRUCTION JOINT w. 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 7 2 5 e 3 6 9 4 8 2 5 D 15 B 4 5 U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE' THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. SHEET 3 OF 4 srfalDAnox CG-12 DETECTABLE WARNING SURFACE 505 TYPE B (PARALLEL) APPLICATION IEV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 (:I)CG-12 DETAILS C9 ) Not To Scale GR-11 GR-B PAY LIMIT GR-2��� B" X 8' SOIL PLATE TIMBER POST AND NU µCHOR PLATE T ID il OIA ACHOR CABLE 6'-3" W-Y' r EHD SECTION PLAN SEE STD GR-IOW SEE D SEE of TAIL A y • UA µCH OR CABLE I I TOP OF GROUND OR PAVEMENT I TAIL B I I 1D^ I �,: D[TAIL=AI1 TUBE USOIL PLATE TE ELEVATION 4" 2. e e e 3.. , X 3" m D PLATE �OIA BEARING PLATE TS x5'#" -" `y. ^STEEL ANCHOR STEEL FOUNDATION TUBE A-� EICMB 181 yq " UA HOLE Al OLDEFOR1M NIECE USE OF THIS TERMINAL TREATMENT IS RESTRICTED ANCHOR PLATE DETAILS SECTION Al TO RUN-OFF CONDITIONS ON WIDER HIGHWAYS. ROAD AND BRIS STANDARDS TRAILING END TERMINAL TREATMENT EFE E"" 51EET 1 a 1 REVISION DATE SOS 60L20 VIRGINIA DEPARTMENT OF TRANSPORTATION 221 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 RADIALCUM.(ALONG 4. THE DEPTH OF WRB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21- DEPTH) IN ORDER THAT THE SOTTO OF CUM 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 IS TO SE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4" 2" R 5.CG-2 IS TO BE USED ON ROAAS D AWWY''S MEETING THE REQUIREAPPENDIX ATS FOR OF THE VDOT ROAD USE MANUAL. 6" .a..a .a-.<'.<. SURFACE SEE NOTE 4 .<..a -.a- d. .a..'A BASE .7.e- '. .A a -a. a -.a..a SUBBASE y 4„ � B. -I RADIUS s <. -,'A 15" A,It MAX. .' a.. A -<-:.n ACCEPTABLE IS ALTERNATIVE e STANDARD 6" CURB 5502 VIRGINIA DEPARTMENT OF TRANSPORTATION �-W/7 20L01 2 CURB DETAILS C9 Not To Scale TREATED WOOD GATES FINI5H TO MATCH BLDG5 ELEVATION DUMPSTER ENCLOSURE NOTE: ENCLOSURE BRICK SHALL MATCH THE RED BRICK OF THE HARDWARE BUILDING CLOSEST TO THE ENTRANCE CORRIDOR. DUMPSTER DUMPSTER PAD PLAN DUMP5TER 4 x 4 STEEL COLUMN UYP) CONC.PAD SEE DETAIL 5 SHEET C9 DUMPSTER PAD ENCLOSURE DETAIL Not to Scale GR-2. 2A x 27y4" MIN - 28Y4" MAX RAIL HEIGHT * �a'x��x rax W y�a�v�a- .axvvr�.v.Yn•. •y.-.,•. J J J J J J J GR-2 GR-2A (W-S' POST SPACING) MJ %" POST SPACING) MAX DYNAMIC DEFLECTION - 3- MAY DYNAMIC DEFLECTION - 2' NOTES( GUARDRAIL LOCATIONS SHOWN ON PLUS ME APPROXIMATE ONLY AND CM BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKWTS SEE SHEET NO, 501.05. a OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT. PAL SPLICE JOINT. AND RAIL ON BACK OF POST C A550IATED HARDWARE SEE SHEET NM OS. 501.01 D 501.02. x WHEN NESTED RAIL OR AOMTDNAL PAL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADI FOR GR-2A THE POST SPARING WILL BE B-3'. BETWEEN 5 FEET AND t50 FEET. AL GUARDRAIL POSTS SHALL BE SET PLUMB. Pp i SHALL NOT BE SET WITH A VARIATION OF MORE THM .' PER FOOT FROM VERTICAL. W-BEAN. BLOCKOUTS. Me POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER BE 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL 5SHALL BE MAINTAINED AT A HEIGHT OF 27)'" MN - 2Bj'4' MAX AS MEASURED PER STANDARD GIR-N5. Al W-BEM LPED RNL$ SHILL BE APIN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY_ THE OPTIONAL GR-2A METHODS OF NESTING THE PAL OR USE OF AN ADDITIONAL PAL ON THE BACK OF THE POST FOR STANDARD GI SMALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. PLACE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH ME ES FLARE RATE FLARE RATE 70 8' JOH 15:1 # 50 28:1 l41 # SO 6.5' 2TI 1Y1 # 40 S. %;I at, 30 4' 13:1 TI # SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. `VC7(7T A COPY OF THE ORIGINAL SEALED Al51GNEp DRAWING IS ON FILE IN THE CENTRAL OFFICESPECFICJ STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFEREI ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 BOB SOI.D4 W14 VIRGINIA DEPARTMENT OF TRMSPONTATION l315 48Y 5• RESERVED 1 425 425 PAR�K N G_ 4'• 3875 3875 .15 75 �'IE 2 2c 2C 1 fi 15 25 II�V? R78 NOPARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND -WHITE (RETROREFL) *Reduce spacing 50%. "See page 631. "'See page 6-2 for arrow design. C eI■ ACCESSIB �l F R7.56 A 8 C D E 1 F 1 D H J K 1L Hx B 35 AM Is Is0 6 le Ulm 31bB NA O N e On M 'Lb' 20 1 I 1 ISO I Zen I 6JN Iis VARKNGANIM' ,NI mlORi IFfDD-NYB1114TRd8NIF1:INLIDRMIfJt BIQUID WHIP ININNN[CINT BRR:ICNRLAPPLG,q MM Ue"A -WA`r IPFTM aW:Kfi1KXNn-SLUE IPURI TOW -AWAY ZONE PENALTY $100-$500 FINE R7-VP1 XV 4 HC-VAN SIGN DETAILS C9 Not To Scale A�4 B. � JVT,�E'�K GR-2,2A I 8' i$" WASHER'✓s"x18"BOLM NUT HOLE 6"a 8BLOCK' TREATED �" HWEPINE BLOCK OR PINE �•�' HOLE RECYCLED MATERIAL.2 �'yeD GALV. STEEL HOD o L COMMON NAL w SEE NOTE 5. w 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6"xe"xl'-2" '^ CONTANNC STEEL BLOCKOUTS. TREATED PINE BLOCK '^ BLOCKOUT FOR MAINTENANCE TREATED - q REPAIR ONLY SOUTHERN PINE I��TII y'P u ^ I 7�' LESS THAN I._0. HOLE 6W8 WOOD POST q•'x B"a1'4" TREATED T STRONG 5S PINE BLOCK. POST THE CRT POST 15 FOR USE WITH THE B.-V POST GUARDRAIL STMDARD GR-10 TYPE IIIXM WHERE 4" WIDE BLOCKOUT acOUREo s SPECIFIED BY THE ENGINEER IN THE PLUS. DETAIL A �'eo %.. NA POST MAY BE HOT ROLLED OR WELDED. HOLE « des GUARDRAIL INSTALLATION -_-_ SITES REQUIRING LONGER Air A n GUARDRAIL POSTS J I n _ II E 4„ NOTES' II b NUT BOLT TREATED 7 _ TREATED PINE L ALL BOLTS, NUTS, TO WASHERS. AND OTHER II BLOCK OR o STEEL ITEMS ARE TO BE CALVMIZED. - II RECYCLED w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON MY ONE PROJECT WITH II W6x8.5 OR i THE RESTRICTION THAT THE SAME TYPE OF II All 5i POST AND BLOCKOUT MUST BE USED IN MY SINGLE RUN OF GUARDRAIL. j II OPTIONAL HOLE 3, FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE JOINT 1,02HARDWARE, ETC. SEE SHEET N05.501.01 A 3'//s;'DIA �TGAVMRING iii,,,/��\��T µ0 f111.02. T r l BbLES ,I� q. DRIVE NAL ON BOTH 90E5 WITHIN 2" OF THE 71,TI OP OR BOTTOM OF BLOCKOUT AFTER F/a" x tB BOLT 5 INSTALLED. I TO HE 4 UTA CRT POST STEEL POST IFICATIDN STAANDARD C PY OF THE RIBLOCKED-OUTSE&ED AND SIGNED wINGW DBEAMTHE GUARDRAIL ROAD AND BRIG S STANDARDS ERENCE 236 TRANSPORTATION (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRSPORTATION .14 501.09 .. qd 4" - 3,000 PSI CONCRETE d a. 00000000000000 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE 00 5 ATYPICAL 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" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR 00000000000000000 #4 BARS AT 12" O.C. =III-III-III-III-t 4 COMPACTED VDOT #21A --I-I-I COMPACTED SUBGRADE \Dur lDster Pad Detail C9 ) Not To Scale CLOD-02 23-78"W x 77-1/s"H ALSO AVAILABLE IN WALLMOUNT CLOD-02WM (board does not include base) 23 Ye'W x 51-WH Frame Colors Midnight Majave Canyon Black Ton Dust LED ilNudv bon / UL approved Pow&R-coated aluminum frames UV resistant, non -glaze aaylic panel covers Graphics &wordscips included with purchase Holds Two TS Graphics sized 16.1875"W x 21.5"H I , waumounr tlepq 6' J1 I 1 1,"".1""m"D J rlr g-n CLOD-02 (Classic Two Panel) Technical Details & Sizing Information Side View 6.00 www.Nmpachnenusystems.com I roll 1. 800.321.8105 I fax 775.882.5210 IMPACT MENU SYSTEMS wWw.impactmenusystems.com I roll free 800.321.8105 1 fax775.682.5210 cr )JU S > i No.1q5183 "2 jLIJ �Ass101JAL F' NOTE: INSTALL GR-2 WITH RED- RUSTED/OXIDIZED FINISH FOR RAILS. USE TREATED PINE WOODEN POSTS SPACED AT 6'3". GUARDRAIL DETAILS Not l0 Scale ORDER KIOSK DETAILS Not I o Scale