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HomeMy WebLinkAboutSDP201800040 Plan - Approved 2023-05-30LEGEND EXIST NEW DESCRIPTION 16' TIC x 12' TC TOP OF CURB ELEVATION IV x 12F' SPOT ELEVATION 1 e1 TW x 125 Tw TOP OF WALL ELEVATION 163 8W x 12' B W BOTTOM OF WALL ELEVATION BENCHMARK "� -- STORM SEWER -� Aa -•® - RU - ROOF DRAIN - SEWER LINE --- e"rer -- e"w WATER LINE - Gs - GAS GAS LINE -- am- OHE OVERHEAD ELECTRIC WIRE -UGE - - UGE UNDERGROUND ELECTRIC - CHT - - OHr OVERHEAD TELEPHONE LINE u UGT -- UNDERGROUND TELEPHONE LINE [ DRAIN INLET (DI) O STORM/SANITARY MANHOLE E PLUG 0I"V WATER VALVE & BOX 4o- 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 - 31Z__ - 1 - INTERVAL CONTOUR -- 300--- - oo - INDEX CONTOUR CG-2 CG-2 STANDARD 6' CURB CG-8 CG-6 COMBINATION 6' CURB & GUTTER = CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT - CROSSWALK HANDICAP ACCESSIBLE AISLE /F_N CG-12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. MAJOR SITE PLAN AMENDMENT TO 5DP201 GOOO 12 2300 HUNTEK'5 WAY 5DF201600040 TAX MAP 07800-00-00-049AO SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA OWNER / DEVELOPER VICINITYMAP _Rr A i F- i i n n n, 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) IMAGE PROVIDED BY GOOGLE MAPS -Front Minimum: 10' from Public Street ROW -Front Maximum: none, since this is a corner lot abutting a principle arterial highway (Rte 250) SHEET INDEX -Side/Rear: Buildings with minimum separation per building code, no maximum. CI - COVER SH EET EXISTING U S E C2 - EXISTING CONDITIONS 2 Existing Commercial Buildings -Total 4,304 sf. With Associated Off Street Parking C3 - SITE PLAN Vehicle Repair Shop- 3,300 SF C4 - UTILITY * GPADING PLAN PROPOSED BUILDING C5 - NEW LANDSCAPING PLAN HEIGHT C(; - TOTAL LANDSCAPING PLAN Maximum Permitted: 65' C7 - LIGHTING PLAN Retail Building Height : 35' Coffee Shop Building Height: 35' C8 - SWM * 13MP DETAILS PROPOSED USE C 9 - SITE DETAILS Ex. Vehicle Repair Shop_ 3,300 SF SPECIAL USE / EXCEPTION CONDITIONS New Drive-Thru Coffee Shad: 550 SF No Public Restrooms in building. Drive-thru has single lane, window faces Hunter's Way ROW. SP 201900003 HUNTERS WAY COFFEE SHOP SPECIAL USE PERMIT CONDITIONS New 2-Story Retail Building w. Basement: 3160 SF Footprint 1. Restaurant uses on the parcel will not exceed 700 gross square feet. Hardware Store: 3160 SF Retail Sales Area 2. No indoor seating associated with the restaurant use is permitted. Office Use: 3160 SF Gross Area 3. No public restrooms associated with the restaurant use will be provided. All Uses include required Off Street Parking SDP 201800040 HUNTERS WAY COFFEE SHOP SPECIAL EXCEPTION CONDITIONS 1. The drive "23DO SIGNS -through window shall be located within the general area shown on the exhibit entitled Hunter's Way. For Illustrative Purposes Only" prepared by Shimp Engineering and dated December 20, 2019. All signs shall conform with the MUTCD Guidelinies. 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 Drive-thru Order Sign faces away from Public Streets. 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. FLOOD ZONE SIGNATURE BLOCK DATE According to the FEMA Flood Insurance Rate M(ap, effective date February 4 2005 (Community Panel 51003CO29)5D) this property CURRENT DEVE PM'E'IVT PLANNER ENT EN VIRGINIA DEPARTMENT OF HEALTH FIC IAL ARCHITECTURAL REVIEW BOARD �111IIIIR VIRGINIA DEPARTMENT OF TRANSPORATION _ S-50-W*13 does not lie within a Zone AE 100-year flood plain. GENERAL CONSTRUCTION NOTES 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 = 3160/40D = 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 Shop: 1 Space Per 200 SF of Gross Floor area 550 SF x 0.8 = 440/200 = 3 Spaces Required 4 Spaces Provided Total Number of Spaces Required: 40 Spaces Total Number of Spaces Provided: 46 Spaces (This includes 2 handicap van accessible spaces and 12 spaces for vehicles awaiting repair) WATER & SANITARY SERVICES Water Service will be provided by existing well. Sanitary Service will be provided by a new private septic system on site which will connect to an existing drainfield. See Sheet C4 for location and usage calculations. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. MECHANICAL EQUIPMENT NOTE Mechnical equipment will be roof -mounted. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. CRITICAL SLOPES There are 11,377 SF of field surveyed critical slopes within this property. See Sheet C2. 2,488 SF of Critical Slopes disturbance is proposed with this plan. WATERSHED This site is located within the Middle Rivanna River Watershed. This site is not located within a water supply protection area. LAN D 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 80 9 5 5 9 Hardware Store 816 3,1605F 29 8 4 2 3 Office 712 3,1605F 51 6 4 5 7 Drive-Thru Coffee 1 935 55o SF 239 18 16 18 17 Total 399 41 1 29 1 30 1 36 p� �A`_ � !1 U Ji M_ S14IMP A 12. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA11ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS 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 OF THE PERMIT SHALL GOVERN. 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 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 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. UNLESS OTHERWISE NOTED. 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, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COIMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 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 PA`.SSING 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 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF ASTM D 1140, NO. 200 SIEVE. 3:1 OR BETTER ARE TO BE ACHIEVED. 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 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, ADJACENT TO THE BUILDINGS OR STORM INLETS. OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 16. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SPECIFICATIONS. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 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. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 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 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS TAKEN. AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 19. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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. 20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING _ELAGE MATERIAL IN 6" LIFTS. DEPARTMENT. e 183 L T.M. 78-498 LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE —BRIGHT EYES COMMUNITY CHILD CARE CENTER f ' CURRENT ZONING —HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR PAVED jf 442-45 D.B.B12358 5 PLAT x 1 x� IN — MAILBOX r INV IN• i f 1 GRASS o ' 1 37p � � � y l 1 & CGL )" \ SIGN I /X i • ' MW I 'WI W 0 r 1 • • ., • `� �`, `�r I .� � i � 1, �'r-•j►titi. -,;; �. ��;., A _.. t it #4►,• f�l , , ' '; '', • i lip • i 4�A�R • AVEMENT------------- --------- I'm I ♦# ♦ Emma 111pri7tv"FIA lei .5 Tx ol 100 101 01 MEN 0 � '���j�N♦+♦jib t ri� „,'`��: �►' LEGEND LS = PERENNIALS HLY = HOLLY BW = BOXWOOD DW = DOGWOOD CB=S51'57'44; W o / i — A=54.07'16" \ / sE S06'57'49"W 102.72' } R =220.00' L �207.81' IN _ INa - INV OUT® o1 37& aO T--112.3 / 3W.e6 f — CONIC 7 % C 6200. / CB= �CI105'47"E PAVED CRITICAL SLOPES (SHADED AREA) " PRODUCED BY CONSTRUCTION OF- f w —`---- — - �+ HUNTERS WAY. THESE CRITICAL SLOPES SHOWN ARE FIELD EX. ROAD a.,' f j SURVEYED AT >25% SLOPE. I Y i �gdt`r 15• COPIC PIPE —/ -' p ' INVERT SIGN UPS DROP ` 371.07 v---"f e�4Q ---•"" iti}1S� -- -- i OUT- 359.9, �— — ENTRANCEI -mEX. 370.38 370.98 INV OUT — UTILITY UTILITY Box 366.17 BOX INV OUT. i 366.06 • • 20 40 •• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • - • 'o) I I � C n I_cn O ;�u Z O � C ;;u lFT1 O N D 00 I T.M. 78-49B LOT 2B IRISH CAVILLERS PROPERTIES, LLC USE —BRIGHT EYES COMMUNITY CHILD CARE CENTER 0 ♦71 CURRENT ZONING —HIGHWAY COMMERCIAL,ENTRANCE C RRIDOR D.B. 4482-425 ' D.B. 1235-5 PLAT x x di 30• MAILBOX WALNUT $ GRASS SS CGL SIB X X X X -- X X X ,J PTEL / GIL TREELINE , LIMITS OF DISTURBANCE / fi J $I I Ex. ' I jGi, 1 1J i 1 �Nl 16.0 12.0' D IN EW 30"M FAC PTY + EASE ENS� I Q,' INSTR#2 23000 278i1 z o I' I O I,! � UJ b it M I Z C I OHu U OHu U OHU ( STOP SIGN Ole PAVED I _. r--- wo �-- RED—RJS TREELINE do o` EXIST. ::....'.:::'::...: swoops SMALL OFFICE (FLOOR 2) 3 z °�°.'.' .'.''' FFE=386.33 z x . X....".'..... .jQVMPrR: 4 ` / 1 WALL8FE=376.33 ; . ; . ; . ; ; BL'Q.CKS.'.'.'. a d \ 4) r .... 0' —"""..'.'.'.'.'..'.'..'.'..............•...•.................•'�.............. _ _ . ........... 18.0' .... .0:^. ...., :. -18:0' ' 1 .. .... .18.0'-------=^---� A b .. ; ; ; O 9.0. . A.z-r .... ,1...9'x1.8. .;.;.;.;.:..;;.Q...... (�A -TO' ' ® AUTO SHOP O..cGiiz ....... ; .EMPLl7YE>E...1;.;.......;. ... a: OFFICE -� �� COVERED F�ATIO AkEA B; • laIEVU• CGT� •'ACE5 �Q` J O/ J"HC VAN" W. OUTDOOR .STA71N ...'. .•_•.•_•_•_•.•.•••_•' ao•'oo • /Q { SIGN EGII�4 1R,41JS.F ON MULCH • • • • • • • • " [7 X C� I HANDRAIL J FRO TQ'. ".'C.' ................:..... Q :' R4. N r- o :.'.'.'.'.'.'.'........ ' 0 ' 'N...'.'.'.'.'.'.'.'.'.'.'.'.. GI�IbARG1=w•'•' 18. V — COFFEE MULL r.'..': •...........;._:;.;.;.'.;....;.;.;:SCR��Ni.N N'r�,'.'.'.'.':.'.'.'.'.':.'.'.'.'.:.'.SIGN...,...,.;. ;. ;. 550 SF ATTACHED 3.0 17R:.'�'r�'�r......''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. sltxl ZJ% �\ H 13 6' FFE=384.62 1 _ 0.2' 4 CURB -- ON COFFEE H P ' 30 d' $'Hi4D1A1�LL• H ��• j J12.0' O'.'NQ'C..EN.TER"....;.:.EX: ; AVEAI4EN7. ;.'.'. NEW.PUBLIC..'.'.......;.,.�TS %,. : .....► ...':'.....'.'.'. .'." .:.'.':.' ................... ftOA,R:..'... ... • [7RAIIMAGE-' EA�EM � T'.. . .....••.INS7R�2b'z300bd2�g'1•.'.•,• • ... .. .. .. -. "� i MH � NEW CG-2 �; 0. 1 s. o' M20.5 .--- :i... (4) 10' 1 SPACES DUMPSTEfY ' ' ;.;.;..;.;.;.;_. 4 EPIGLQSURE:.2t'.4'r':......':':':':'.0:.;P''41F.WN•T;:'......':':' 4 R8.0=� CDNC.:. PAD;:':':':' ' ::: ��► .'.'.'.'....'NEW'80'-' WM EMPLOYEE PARKING VdbESDE� SCREENING, , ENE, ,PAG1L(TY' ASEME T ONLY" NEW PAVEMENT ;. ..:,INht22f� 00008] 20.0- L1 ORDER ADVERTISEMENT ;, ,', • . MULCH ; ; ; ; ; ; ; ; : ; ; ; ::: SIGN :•;•; .... . - ....... 'N _- ............... . •'•'-••'•'•'•••'•'•''''••'y '•'•'•'•'•'•'•'•'•'•'•'•'• •'•'•' •-a 12 0' a MULCH F12*0' MULCH 1 < s ::::''''''''''::I-. ;.;;'."......'_'.' AUTO REPAIR o. o' wooa tJ ;. ;•;•;•;- a aQ SHOP -- "-•R3.0' sc� �r�loaG. ........ ; . . a FFE-390.0 WINDOW 6 BAYS IN RETAIL BLDG '......:.;.;.;..;._.;.:.:...;.'.c�i.:.:.:.:.:...' 'AUTO SHOP N I', < 3160 SF FOOTPRINT ' z ..q;...... 'ab d d 2 STORIES+BASEMENT p �'> .'.'.'.'....... .x. •• USES: HARDWARE STORE .� 3 �.�.. ,.;. :::: ' :' ' ' d (BASEMENT+FLOOR 1 } iD w s I✓C , , , , , NEW CG-2 .... • .. • . .. TOP= .... ..... ..... ..... .... ...... / 389.01 / EGIN TRANSITION DRIVI`THRU OR .... .... INV OUT= O n ...'.:.;.. 385.59 OM 4" TO RBAIINDOW OVERRAN / 9-'01 '• • p,G 13' CLEARANCE + .E4jE• FFIF�.;. t�' .. ' SHOP.,. ARKW ....... .....;.. ......;�?'.....: / "• ;IGh{ ... , .' CONC DITCy4 f j / :.::..... _ vmw�/ j LIMITS OF DISTURBANCE NEW PUBLIC DRAINAGE EASEMENT CONIC DITCH INSTR 2300002781 — j r:e--— r/ 1 EX. ENTRANCE UMUUTX J�� I� unSOX t EXIST. GONG ptiCH r i mac. ROAD cx � --- /-� 3.5" AND 6" BOARD WIDTHS 6" FOR VERTICAL VARIATION DI-3B Yff UPS DROP 371.07 — -B®x 370.38 8 370.96 INV OUT- 388.17 SCREENING FENCE DETAIL C 3 Not To Scale -L•• /f V � 11 1 vI /Y` lT(1 LEGEND HATCH TYPE DESCRIPTION 12 SPACES RESERVED FOR VZ//Jl VEHICLES 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. Sign Note: Guidance Sign, Drive—thru Order Signs, Advertisement Signs, and Monument Signs are not approved by this site plan and require separate approval. �t V v J M. Sj4IMP a Lic. o. 183 �o '�SSIONAL ��� t4.370 i o � I < ' \ \ \ X X` X X j X f fX -7 1 & S SANTqnk RC AI S � S - S� `- ;°S-- S L` -S_ S� ~�S S S f S S /� S S_ _S__--� S �5-�- S, S s s / s gg , �rR .57C' 8$ -- -...................................... .........ae X ;1 Jt ! / // DIS BE .............................. �::.:.:::::':'..n.. d I / PTl I c SE C .. .'.t►ct�ss'..... .. .-f .. I % I 1 j I PUMP N a. ..... �MafaE.......:..::..... o a / 2,004SF `n X ao :':':':' '�ac.`d i ............ t sEPnc 5.7% � $s MANHas.E .'.. n�v� z�... , DRAINFI�'O AREA h TANK 8 -. -- $6 l r1�f?a38917tl.'.. 1 ... 3 �IEW'60'.'. J ; / - .INV-378.2& 7 2 '.'. .. ...'.'......'.'.'.'.. FACtL(TY• AS ME T / (P ri m A ry and / $2'D INSTf20 081 o ::.... 4 . �/ Re;erve) j J yt 82eo \ t I e.......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. g 1 - j5 oa t / J - -- . l � 6� rn .'.'.......... �. ..... ...... ........'.'......... fie• i t/ ...- NE1N'.60 ... ............ :. • ZJ C t ROO FACILITY .EA Irl .. +L- .-------- CIO Pou r- aNSTa#202. f1 ............................ HVAC AND MECHANICALgo$5 Q NT ON ROOF a EQUIPME.. . I 4" TRENCH DRAIN 0 C l + OR BLDG 4...............'..'..........'.'...........'...'.'. \ - •. INLET 4: C 316O SF FOOTPRINT a s; ,<�x>t....:.........'.'.'..._.'.'.'.'.'.'.'.'.'.'.'.'..� a I YLOPL.�ST '< I 2 STORIES+BASEMENT r�' 'Ef ..... .'.'.'.'.'.'.'.'.'............ .. ..'.'.'......'.'.'.' ° a \ �I- f N.ET 4 USES: HARDWARE STORE ....�....................... I ......... Q 1 N ,.......... . pp......... D I (BASEMENT+FLO,OR 1) .......`................. . Q..H..E ... iDeten 0 O s EW FACILITY ` 7 7 (SMALL OFFICE {FLOOR 2} ----- t •,•,•,•,•,•,•.•.•.•.•.•.•.... FFE-386 33 �.. 3.f�uns'.af.83. a EASEMEN 1 I <� BFE=376.33 _. 1nx.:.t..37&26...':':'.'.'.'.':':':'.'.'.'.'.':':':': 8940a a gg00 0 INSTR#2 230000278 1.4% ... .......... ....".I. >. l Q ASSUME a ca ,.r :. ....:...:.........:.........:..------------- D7 30' VEPCO Q �.... a..'.'..... . .....................'........ ! EASEMENT I HIGHEST BOTTOM OF "85 .'.'.'.'.'.'.' ................. . ..... ............. _ a FOOTER ELEVATION IN 1 :{ ................ a'....... \ I DASHED AREA=473.00 �.'.'.'.'.'.'.'.'.'.'.'..... g'c�` ........:.' �.......... .......... 'tN 2 ................ A2 \ ................... NEW 30' SWM ...'.'.'...... .... .... _- FACILITY a. DIRE DR t... 9 EASEMENT S4'� ...... INSTR#2023000�2781 ........... �_.:.'.. F d - f N YL IDP. LAS. ..... .... Q` _'.D.I:':':':':':':':':':':..':.......... w CATCH'.BA5r :' TC - :92............ ....................... co \ I -THRU F P 378:22.....'.'.....'.'.'.\....'.'.......... ......... .'.. Q J\ V F 1 ya 550 SF ATTACHED d " •' 1 Ex. Private 1l.. dl j` js FFE=384.62 1 8 ? x12 s' LA' INE..''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.Well NEW PUBLIC �' �` c 4RAr 4.. DRAIN.S'.ij-e. ........................... ... 00p, O - - DRAINAGE 5.036 ' sa /.' : ...................... ......::..... f ............ .. "...:: ' EASEMENT I $� $ 4 1..... co . � DI'=3C ........... . INSj 20230000278� $ AIEW .PUBLIC . + JTQ .® ....'.'.'.'.'.'.'.'.'.'.'.'.'.' WINDOW RETAIL BLDG 4� 3160 SF FOOTPRINT 2 STORIES+BASEMENT 4 USES: HARDWAREI! STORE (BASEMENT+FLOOR 1) �SMALL OFFICE (F OOR 2) FFE= 386.3 °� BFE=376.33 d f 41' C� V 1I � f STOREFRONT GRADING PLAN -- -------- C4 Scale: 1"=10' v J ��1�4pLic. 40A, ��SSIONAL id c CV 0 o c f c E} o o c E c E c E o CL `~`ll c)U� vc�U Cn N ` f Of pn 0000F4 N rn N CAI N CV N N CV CD000000 0 CV N N CV (V N N R, o C?N1CV� � a0 ON pOc4N O Q N N Q 0 CD > u7 co t` 00 Cn O ':] N cif ...... .............. ........ j f 83_ as :.. i=380:35 ............IN5 fFt �O OOOFS2yg1..... -- - -- x - - I :• -REP .A : ; :: :: ..:... r TOP= %� Water Consumption Calculation (Gallons/Day) per Albemarle County Zoning Regulations .r 389.01 \ \84 :.� ............. '. INV OUT= 8 I N PAST... ATE.:.'..'. 't ... \ 385.59 Numberof Daily Consumption Total Daily Water 1 z / C.'.'.'.'......' '......' '......'.......'.. ...'. '. 8o Water Consumption Activity Units Units per Da per Unit (gallons) Consumption (Gal/day) Notes 2`\ i 1 .'PRI ATE '.'.'.'.'.'.'.'.'..'.'.'.:'.' ........:.................. / Y p Y P (B ) P ( YI ¢ .......ti ............ t......... .... .... OHU � C�H .. , , • , , • .. � � . , .. - ....'�'� ' ' - .... � Repair shop customers _u OHu--= u J lifATE SEE2Y1 E ..................... :.....:' ' '..'.' ' r ' `` ` ` ` \ Inv- a • • • • • • • • • • • • �•6 �i' \ % ��O / C Drinl<i ng fountain Customers 24 0.05 1.2 Assumes each customer consumes 6 ounces of water from the fountain. , , . (� I \ 14 y w w W / Given that the fountain is in the shop, not the public area, we believe this I d , estimate is likely high f Washing hands in restroom Customers 24 0.02 0.5 Assumes two ounces of water evaporate or get left on the towel when a 0 `' J (bpi \ customer washes their hands I i v Repair shop personnel l Drinking fountain Employees 3 0.5 1.5 Assumes each employee consumes 64ounces of water perday +0 \ % •:�`, `• � `' '- - - ' � �,- .% ,`1 . � \ \ -Washing hands in restroom Employees 3 0.06 0.2 � _ -- - Assumes each employee visits the restroom three times/day and consumes W � NEW PUBLIC M "' mY i�To 1t - - two ounces per restroom visit by drying hands and through evaporation INV _ \ DRAINAGE. a1cc� � �' � EASEMENT � COKC / ��� 1 ` / -mopping Units 0.14 6 0.9 Assumes shop is mopped once perweek and 6gallons of water evaporates 35&85 CC DITCH ea \ ea ONch time the floor is mopped Q INSTR 2300002781 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 % OAD Retail store employees 1 o % Drinking fountain Employees 8 0.5 4.0 Assumes each employee consumes 64ounces of water perday 5 EX ROAD CL Washing hands in restroom Employees 8 0.06 0.5 0 1 '�•- � ' '� __ / Assumes each employee visits the restroom three times/day and consumes Q 1 I , two ounces per restroom visit by drying hands and through evaporation r CMG 000 / / mopping Units 1 6 6.0 Assumes store is mopped daily and 2gallons of waterevaporates each time Z `f 'Ire- the floor is mopped g v`� DI-36 \ / i Office Employees I' Drinkingfountain Employees 10 0.5 5.0 Assumes each employee consumes 64ounces of water per day �15" CONC FA / Washing hands in restroom Employees 10 0.06 0.6 I �"'• 1-f`�r � Assumes each employee visits the restroom three times/day and consumes W 371.07 "� t ;t b d h d d th h to _ .r f1130 370-96 iNV OUT= 366.17 INV OUT- MIMS I Wastewater Calculation Demand ActivityUnits Numberof Units Flow Perunit Total Demand d Vehicles Served Vehical 24 8 192 Repair ShopPersonnel Employee 4 13 52 Retail Store Customers Parki Space 5 2 10 Retail Store Personnel E loee 6 10 60 Office Personnel E bee 10 13 130 Drive-Thru Coffee ShopEstimate From Franchise Records 135 Total Estimated Daily Wastewater Usage: 579 two ounces per res room visa y rymg an s an roug evaporation Drive -Through Coffee Shop Drinking fountain Employees 3 0.5 1.5 Assumes each employee consumes 64ounces of water perday - Washing hands in restroom Employees 3 0.06 0.2 � W Assumes each employee visits the restroom three times/day and consumes O two ounces per restroom visit by drying hands and through evaporation W 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 C L 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) C4 Not To Scale Scale 1 "= 20' 20 0 20 40 60 Sheet No. C4 OF 9 .ti Scale: 1 "=20'o »7 File No. 16.003 370 1 \ / / \ \ \ \ \ I \ \ —x l x ---x x �x [ x 1PED 7 L,9w s % 1 ACSA ESMT. \ y - �- 1 ..... .........I ............. ............. ''...� .............::::: ...:::: + .......... .............. fi a Z 4 + + 4 I LIMITS OF DI TURBANCE AND qXTENT — — F„ • •.••••• ................. ZI OF LANDSCA NG AMENDMENT I ................ / 1 TIL Lj Zh ++ OHU ESMT. I.:::............i.....;....................... ;•;•;•:•;•;•;•;•;•;•;•:•: �, -- — -- + + + I SWM ESMT. ..'.'..'...�...'.'.'.'. .'• •'•'•'• •'•'•'•'•'• •'•'•'•'• 0 0 ly IJ , 1 :•:•:•:•:::•:•:• •:•:• • • • • • • • • • • • Q 1 + + + .a I SWM ESMT.......:�... :.....••...... ( ................. ° a + a ------------- , \ / ....... ....... cc .................. '.'.'.'.'.'.'.'.'.'.'.':.'..'...............:..;.......::::'.....' ': a.' . . ........ .. I LIMITS OF DISTURBANCE AND EXTENTS i OF LANDSCAPING AMENDMENTS.;;' + IL r ....... ............ W �39ro + ` } ............... .... ............................................ -- — j LOW MAINTENANCE + r + ; GROUND COVER V -- , __. ............. ... _Ji l...'..'....'................................ - - SWM ESMT. I + + + \ - :;•.... ;........ ..a.... ......... ......... ..... ........ .....,;. t _ flOiU U �liU \ Q{iU J OHU \ I +� + •� + + + + :..... .. .. ..... �� ; .......� • ' ' 1 OHU - I \ + + + + + \ \ �Ap DRAINAGE ESMT. \ $ \ + + + + + \+ + + + TREF_PROT€GTIQN FEN­C­tNG____ OHU ESMT. DRAINAGE ESMT. l LA o _ ACSA ESMT. ( i j I >< PAYED Ex.ROADal,-- �Iti \ / n�D / — �— MID wo i' 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. Q PLANTING PIT. PREPARED SOIL FOP, SHKUBS F • [51 N D NEW 50 1 L SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE SET 5HRUB PLUMB. TOP OF APPLY 2" OF MUL KOOTBALL SHALL NOT BE MOIRE PLANTING AND W) THAN I " ABOVE FINISHED GRADE THOROUGHLY 4" COMPACTED E, REMOVE BURLAP FROM WATERING BERM TOP 1 /3 OF KOOT13ALL EXISTING GRADE 3" TALL WATEKI NG BERM @iRLANTNG DETAL Nt To Scale FINISHED GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED SOIL ri_' TREE PLANTING DETAIL C5 Not To Scale 20 0 20 40 60 Scale: 1 "=210' i 0 Ln ° o v w LO 6 z N r� N v N W v v Z W w a ZV) 0 = 0 I N w a Z w� 0 N O v N W Q w �> r V' W _j z> Z � w 0 W J 1 w N 0 v J M. S0iMP a Lic. o. 183 23 kV , O ip 's10NAL ej Cn c N co oEEEEEEL 0 0-0-0 0 0 0 b U U� U U U ul Ln E c m m c c c o c > > Q ¢ :D Z3 C� C� C0 . c � a� 1 q 0 U a� ON O QC14N N N [V N O O Q O 0 CD O O N N N N 2 NCR \ W� O 18- Or-�� N N ^ O Q C3 8- O N NEW LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy Q Y SF o Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 419 838 (:D O V Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 452 904 ILL r Z i (a Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 2 419 838 WW IR L + Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 6 124 744 0 Z Z � Evergreen Screening Ilex cornuto Dwarf Burford 2' Ht. 29 14 406 L Shruib "Burfordii Nana" Holly W 0 Q r1 Evergreen Screening Rhododendron Rhododendron V �s Shrub PJM Elite PJM Elite 2 Ht. 31 13 403 Z g W Evergreen Screening Abelia grandifl�ora Compact Glossy 2' Ht. 29 14 406 a J Shrub Compacta Abelia T. W Q C Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub v1 � IIG Broadleaved Evergreen Kalmia latifolia Mountain Laurel 2' Ht. 21 n/a 0 UJ Shrub O W 0 + + Low Maintenance Southeast Native 150 lb/ + + + Ground Cover Grass Seed Mix acre `CCl t � L TOTAL NEW CANOPY 4539 Date 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. O5 21 2018 LOW MAINTENANCE GROUND COVER SEED MIX: Scale 1 "= 20' SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) Mix the following 5 seed tYP at 30 Ib� es ac each: �ti"' Sheet C 5 OF 9 Virginia Wildrye (Elymus virginicus), Little Bluestem v Grass (Schizachyrium scoparium), Purpletop y� File Na. (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). 16.003 DRIP LINE SNOW FENCE BOARD FENCE 1 N 1 I z LJ 370 LLI (I 1 1 V I \ I 1 x X 1 X z� \ — X X x 1 y County eref Albemarb ° _ t 1 1 1� t Coeaervatioa hlrm Chklbt -1"o be placed un Landacstpe >arass tl / (Handbook, pp ill-29-111-297 for complete speeeMariis) � � z ACSA ESMT. �� 1 w V) \ � I. T latlo+�ri >r � � 1 ; _ / Trees to be saved; ' 19 Limits of cle•aring(aidtsidr elo*nerof traces W be saved), 96 JI \ / 9 - 1 �' �' 9 Locator and type of prw=tive fa in&IE ", No ade rbartges ragtitr}ttg trek wells or wails; / 0)Gr Proposed trenching or tttatre ttg b,,y=d The limits of cleauvag, � i I �+ o —_. F �.. ...................... 4 / 1 w" w 1 z / Ak!! trees to tree saved shall be tttatrke d unth print or ribbon am a height clearky visible to equlpmeant op�erawm � \� Lj + a c• ffifNo grading ahakl begin instil the tea marking has been inspt�ced Ord aPProueyd try a County YnsCtcw_ + + .,,,•,,.,. / to > + + - "' / / Tree preservation and protection measures shall be reviewed with the cwattractor on site, z 91 w ° f / Stor t �F"� i � a + 1 � .w m � ... ...... .... 1 - — / � Heavy �1� S Pam' p �j W � + + y : ' ' ': ' ' / _- �� \ / Wes ttuettt, vehicular neffte and s e ofoar,structiatm materials �cludin roll sttalk sort be permitted within tlac dri lines ai .S. IkIlonawat" lagoon plas ! to be saved 0 Q l �1 - i ::::..:.....:... �? / Such dc-vrccs shall not adven ly trees to be saved. . j n - ' ' a ° f Q/ tlf2 Fires am not pertnmod within 14t0 feet of the drkpMe of trsos to be sa . 1 -- :::::::' -- T O 1 ...... \ T.... Toxic materials "R not be stored within 100� fleet of tits da i t v .............. / pl roe oFtroas v besaved. end. C 1 I + `` } O H U ESMT. ::...'.............:. ...:':'. :. / / % j ! i+ 1" I , I ..�:- '..:.: ° . �. ' ley i�i I t ` rt .'.'.•.• / , Tres, to be rctakned within Q rttt afa I a �', ......f. , . , ....... 4 % pltt►pused building or grading activity s1►a4k be protected by fencing SWM ESM' `" ...:.::.... :::.:.::........ d I / / Fcnercdg agar.! be in }glace etas skull be inspected aPE by of >o R i g U a N f �'°' and vet aC r area n arctmsart>ctian. 7 M. SIMP f k. �' £ ...... t 0A ` oo 0 I + + j 4 jktte �ortttad kcvcl must beraised alert v�iifein the driplinc of a tree to be saysxf a wee wdl draft be provided an a t4 + .a SWM ESMT:. .... .. d \ pro el aaRbtructrua deta� l t . I ...............................- - - - - - - - - - - - - /' �• / srttitted for s{apwat. jj+1 + I :.'.' ... :.'.'.':.'.'.':•:......•.'......•.'.'.•.':.•.......... . Q / 10. Tree ONAL 1 ........ II' + + ( j 1 : .: ' .�.......... ............i.'...: •_ 4 _� \�� ; the ground level must be lowered unthin the: dripIme a tree to be av vided: + { \ —' / / /- �q,� s cd, n tree wall s4tali bt pro met a c u: tiaa detail ,- :'.:'.:.':.'.'.' :.'.'........:.::. \� / submitted for approval. + ' When i vndting is rcquimd within the limits ofckaring, it s bal! he done as Tar ewmy frwn the trunks of trees as passible:, Tvthr►din 1 + + + i ° , + •.'.'.'.'.'.'.:'.' .; ° O : ' ........ uruder at large tree s1Sall Die considered as an atternative when it is ctti�cipa�ted that neceassry bvnehing win dexmy feeder roots. \ + `V + �+ _ 1 COP,.'.'.'.'.'.'.'.'..':.':.�'.... :.':.'.'.':.' :.' ...........:........ •: k a Ir 51 P r (+ + + + L - :::::::: ..... .......:'...... :'.'.'.:'.'.'.'.'.:'.:'.' PrQte+dtire teatcittg sb Ll be tilt: last iteaaa rureovad dtwyng ttte tuts! clwtup, 1 A- + + + ......... `-' rasa*. E + + } ...... ....\ ................. ® _ 13. T E + 4 �. : ,':.':.':.':.':.'.'.'.'. Q ` — I `c/ Damaged tyres shall be treattcd irnurardaatc9y by pratnirtg, feardlixation or other awthods r�tdad by a tree spe+er I st. � co r'• `J �� �W� + :✓ :. C........................................... :.':.'.'.' ' ' ' i - NOTE.- IT IS THE DEVELOPER'S RESPONSEBILI7Y TO CONFER WITH C01V R�►CTOtR ON TREE CONSERVATION f ' ' :'.''\''.:".:'.'.'.'.•.'.'.:•.•.•.:'.•.'.'.•.:'.:•.:•.:•.:'.'.'.'.•.•.'.:'.'.•.:•.'.'.'.' '.-..'.'.'. ' '.. a �• R17�Qt7ilitEhiElhiTB. a a� +1 + t l r~ ............................................................................ o E E E E cA '..............................'..'..'.' ... _ Q �y E ;✓ 0 E E E 0 0 0 0 0 U U U U U 0 0 7 - .'.'.'.'.'.'..'.'.'.'....'. ....,t + + + ' ® ..:.... ' _ O"ER SIeGNATl l EtF ++tTE) c c WM ESMT. l \ ..... 1` 6++ ..... ..... ® mil ............. o 0 0 0 0 .. . 8 .'.'....' '..'..' ..... U U c ca a� � Uo is aiu _ — ottu - tutu j \ qHv \ + ' + + + + ® . : . . . :.....:..'. ��o i' toy I xxc-r pvxca�slturA� t llRl� o DRAINAG ES T. \ + / E POST - $ + + + +'�+++++++ ++ - ~ ` / TOTAL ST DEV LANDSCAPE SCHEDULE Total �0000NN CN - — — — �� \\ \ _ o 0 0 0 0 0 0 0 `TR R ON FEI�CEN — ° / Plant Minimum a, N N N N N N N — — / Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy o N a o a N N o co — o 0010 / Large Shade Tree Quercus palustris Pin Oak 2.5" Col. 2 471 942 Large Shade Tree Acer rubrum Red Maple 2,5" Cal. 2 510 1020 OHU ESMT. % ,` / , l I / g DRAINAGE ESMT. (' `'� i ao i!! ACSA ESMT 4 + I PAVED j \ / / + Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 2 181 362 +�� 1 Ex. ROM a o Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 6 419 2514 i o t� I o Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 L n►+o ' �' _ �— �j "o --- ° O 20 0 20 40 60 + Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 4 151 604 Z tu+A -�" IJJ " CC g L Scale: 1 "-2i0' I ttttltltrtt� 00 CORRECT TRUNK ARMORING CORD FENCE 00 00 TRIANGULAR BOARD FENCE CORRECT METHODS OF TREE FENCING ri--VREE 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: TOTAL POST—DEV LANDSCAPE SCHEDULE) 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: 6 TREES PROVIDED 2,580 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. Large Shade Tree Quercus phellos Willow Oak 2.5 Cal. 7 419 2933 0 Z z + Ornamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 13 124 1512 WC D L Evergreen Screening Nigro Inkberry , 17 23 391 Q T 9 Ilex glabra Holly 2 Ht. r 1 Shrub v Z Evergreen Screening Viburnum pragense Prague Viburnum 2' Ht. 18 44 792 W Shrub I Evergreen Screening Ilex cornuto Dwarf Burford 2' Ht 43 14 602 W T. Shrub "Burfordii Nana" Holly L Q 2 �i Evergreen Screening Rhododendron Rhododendron 2' Ht 43 13 559 N LZ:� Shrub PJM Elite PJM Elite I W O W Evergreen Screening Abelia grandiflora Compact Glossy > 9 9 2 Ht. 29 14 406 � Shrub "Compacts Abelia Q Q e, Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub Date Broadleaved Evergreen Kalmia latifolia Mountain Laurel 2' Ht. 21 n/a 0 05 21 2018 Shrub Scale + + Low Maintenance Southeast Native 150 lb/ 1 "= 20' + + + Ground Cover Grass Seed Mix acre Sheet No. TOTAL CANOPY 14093 C6 OF 9 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. File No. ' 16.003 "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. LIGHTING SCHEDULE SYMBOL LABEL QUANTITY MANUFACTURER CATALOG NUMBER DESCRIPTION LAMP NUMBER OF LAMPS FILENAME LUMENS PER LAMP LIGHT LOSS FACTOR WATTAGE 100 LINE CLEAR HORIZONTAL A 4 PHILIPS GARDCCIC7-WT-150PSNIH SCONCE 15OPSMH RATED FOR 1 1 7-WT-150P.i s 12500 1 150 12500 LUMENS FORM 10 CLEAR HORIZONTAL B 1 PHILIPS GARDC119-BLC-250PSMH SQUARE 250PSMH RATED FOR 1 EH 9-BLC-250P ies22000 1 250 22000 LUMENS 0 FORM 10 CLEAR HORIZONTAL ❑ C 2 PHILIPS GARDCDH 9-4X-250PS H SQUARE 250PSMH RATED FOR 1 EH 9-4X-250P. es 22000 1 250 22000 LUMENS 0 CYLINDER 12" D 8 KICHLER 9234AZ WALL LIGHT CLEAR 65W MAX 8 650 1 65 0 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 NIA N/A Site Area + 1.0 fc 8.9 fc 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 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. 20 0 20 40 • ! Ii ■ ■ ■ IIIIIIIIIIIIIIII Wool �. ■ ■ ■ ■ ■ mmmmmm=tl SPECIFICATIONS Certifications/Qualifications Dark Sky Compliant Yes www.kichier.com/warranth Dimensions Base Backplate 5.00 X 4.75 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 Exterior Location Rating Wet Mounting Style Wall Mount Mounting Weight 0.95LBS FIXTURE ATTRIBUTES Housing Pfimarq Material ALUMINUM Product/Ordering Information SKU 9234AZ Finish Architectural Bronze Style Contemporary UPC 783927923446 Finish Options • Architectural Bronze Block Brusheo Aluminum ALSO IN THIS FAMILY Featuring CosmoPolis Electronic HID System Line 107 Gullwing Sconce `he Philips Gardce 107 Gullwing high performance sconces offer an excellent alternative to ursightry will mounted fixtures.These architecturally rtfined luminaires nil the styling of the popular Philips Gardco Gullwing lunninaire and integrate naturally to wail surfaces The 107 sconce is available ;n wide throw•, medium throw and forward throw distribution pattarns. Luminaires accepT HID sourt-os up to 175MH, and Compact Hunrmcirnt up to (2) 42 watt. Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 07 luminaires installed in rho normal downlight position, wi^.h a flat ghss lens, provide full cutoff performance PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS c»te• the oiler colt nto vie appropriate bet cbove. Note: Ph6ps Gardce me,-K4 the eg)rt to m0e a cm,6gu;anca Not ou car-bmat•ans avid <onfgurcront ere aid. Rerer to noteex ; bebw for clruom; and san int s. Forquesaacoxes el .please ernwh the foaort PREFIX DISTRIBUTION 1D7 Gullwing Sconce FT ForvrardThraw JMotAriobf:wtlFduereacent(amps 107EM Emergency Sconce YVT WideThrow l4otAwlabk wuh Ffuoracctlan pr. 107EMC Emergency Sconce, Cod Temperature MT Mediurni I D7EMR Remote Emergency Sconce offer ro cmfiguartiar caarr bow for acila ie to 'Janations. WATTAGE AN D VO LTAG E LAMP I VOLTAGE CHART - 107 CONFIGURATION CHART - 107EM OR 107EMC' 1Gl3asaat 120 209 240 7,77 347 40 60CMFE 200.277 5OMM 70MH - - I OOMH ISOMH 175MH`_ ' SOCf4HE UNIV 70CMHE UNIV IOOCMHE' UNIV 35HP5 50HPS 70HP5 IOOHPS I50HPS !y�r?fC eni 26QF' UNIV - 216QF' UNIV 32TRF' UNIV 232TRF' UNIV 42TRF' u NIV 142TRF' UNIV Csmbisadams rtalstd wrthador. aN awn w,t)'"UN�' � 209 277"creaxtna6le for ordering "h4Ft. 9J4Eaad HPS toes eer<vire medium hosed El 7lanps. .4NMH 150W- bd-,r puae sar be design, inckadoag CGMHE qpa. r.r 17SA4N nm rrwrihhle for tale o the (hold Srere:. MR -Mewl FAImj' tm. I!E- Ceranat Metal Nddde _-Ih 9eararic 8c11tse 45 - r6gh Preswre Sodium !WS- luau Pressure Sodium !# - Idple IuSe huarexenr Qr - r7-d rl,'. sent 1611 Clwia Benner Read. San Marco -„TX 76666 (8DO) 227.0758 (512)7S3.1000 FAX. (S 12) 7S3-7B55 natn.lighting.cnm c�, 2012 Ko.dnkl ijk< PI1Ai1s Ek-11 cs N V All Righ-, Ili- et. PFilipa Gard- reserves the right to change materials or nndill tie design of its product-itnoat noel yGan as pan of the. ce npagy's continuing pre due. improve-.r.rn[ pro�am 75115-10710517 r1 o2sctn Distribution Voltaye 120 206 240 277 347 490 E WT M.T 32TRF 42TRIF • ' CONFIGURATION CHART- 107EMRs Distribution Voltage r? urexdts FT WT KIP 120 208 240 277 , 347 480 2110 1' � " 32 TRIF -_- 232TRF2'° I 42TRF 242TRF'' ' [. Nuercsc asr ana iJ:l plE lartsndm legatee el xz�aric bdlazts drat aeeep: 12DN dtravgh 277V: SOhz :o 60hr rput. SpatdY UNU rohgge for 126Y throsrgh 2'7Y fMe (rI Inmp +s pme oh in rmr,Tetry made -th F&I, GMt' nmd FMR Tyd:rs w•eh the 884CG ay;iat. 3.Asci1o6k with ICE420 opaian,whkh pones tw•s i2) lamps in emerrmgr made. 10E4d0 option sal.. owdaNe wide 226QF or232TRF. CAUTION:Mmtirtrrn baaerr pack input I-, for cNR Una; sixth ICE420 potion is 190 war, (83 amps) ,hen Ir m-if eleme•n h m This is n addtim to the normal npct pa• er jo: dumraim lamps and Mazt. 4 Aserlab!e muh "62 owiw,wWwh powers awe �2) lamps it ernerdmcy made. iarrQs ore wdrtd ,n pcmdd. In ewe-gcrsey mocre, :Irould eve fame beeo•oe osia-hle,the rrma%n irg la tap wd .peate with a normurrt fowl red output of 2.250 iuneems. S. ?.fee to -107 Ernerxenc y Scmce TJ.-.' iwge 3 far nd",tx,.r i,'urrrsrtr_ FiTilifflild (N GARDCO Featuring CosmoPolis and Master -Color Elite Electronic HID Systems Form 10 Square Page 1 of 3 EH / H Arm Mount The Philips Gardco arm moulted 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 Cutoffperformance PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Erscer rho order code into the zpproxiate box above. Note: Gardco reserves the rignt to refuse a configuration. Noc all comairiations and configurations arc 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 Mount Horizontal Lamp EH19 19" Square Extruded Luminaire Sq 2 Twin Pole Mount at 180` 1 Type 1 BLC3 Backlight Control 19" ony� Not avaihbie 1-I14 14" Square F-alaricntcd Lumanrc 2@90 Twin Pole Mourn nt 90" 3 Type III above 400 watts H19 19' Square Fabricated Luminaire 3 3-way Pole Mount at 90" 4X'' Type IV FM Type 1V Q Type H26 26" Square Fabricated Luminaire 3@120` 3-way Pole Mount at 120' 4 4-way Pole Mount Vertical Lamp VS TypeV 1.Type 4X available in 19" luminaires only Type 4X lum nai-es, 400W and beow, are suaplied with lu 40DW a below, •erucal larup luntnaires ail suppietJ Cat gass ens standa•d with an acrylic sag Iens.A glass sag lets is suppiec with 2. MHtPSMI- 406W Type 4X and BLC iti-rsaires recuire the E28iBT28 reduced iacrer IaTp. luminaires above 400W and with 2C luminaires. Medium base lamp, 20UW rnzx on 14• units. WATTAGE VOLTAGE EH 1 H 14" EH I H 19• H 26" 120 200-277 10OMH' 2SOPSMH G` 4001"Sil 75OPSMH Pulse Start MH 150MH' 250PS90" '1 45OPSMH' 0 77SPSMH' Magnetic Ballast 175PSMH 0 320PSMIrF 875PSMH 200MH © 350PSMH' �' I000PSMH' CosmoPahs" 60CMPE Eiecrrnnir Sysre.n 90CMPE (`.lee Notes S. 6,91, 140CMPE M-Leh Cukx's Ell Lt 210MCE-3KO 31 SMCE-31(' Electronic SysteT (See Notes 5, 210MCE-411l 315MCE.4K(D Pulse Start MI I 25DPSEr- 1€7 32OPSE^s'C% Elccn'onic Ballast tandard (prose stan7 175MH' MH 25011l 40OMH" 1000MH Maim -tic s 250MH-05 70HPS 200HPS 75DHPS High Prwscure Sodium 1OOHPS 250HPS 1000HPS Mug -Lie Ballast 1SOHPS 40OHPS "i 175W 259VV and 40OW probe start MH luminaires arc not arguable for sale in the United States. E ','Va=gcs marked with Circle"E" Teet federal energy efficiency standares cpphcabhn w 150 watt through SOD waa.t metal halide luminaires only. 208 CMPE, MCE arc F5E types only. 240 277 QUAD 12WOW240R77 347 wired to 277V 480 2 MHrPSMH 40OW Type 4X and BLC luminaires rotgdre the E28.BT28 reduced jadtet lamp. 3. Merlon be- lamp_ 41.AvaiLbb with verC-L! Fame optics wily. S. UL Lister at 40"C ambianc 6.Available 12OV, 2DO-277V.347Y or 46OV only. 7. Requires E2&'BT28 Lrnp. G,Available wrth horizontal lamp optics only: 9. CosmoPdls and Mwei-Color Elite systems are su3plied with lump. IO."-3K•' suffix -eiclf,es a 3OWK lamp and "AK•suffix specifics a 40D0"K lamp. 11.25C vratt Pulse Start Metal Halide witn a W% efficient naagrseec ballast- Complies with California Titla 20 effective VV2010. Available In 120,208, 240 or 277V only. 10�4.0 PHILIPS • �o � U • I U z N N � W _ W Z Z v W I L-J a a. O I wZ w� N O � N W Q w V) r � ltl NV) Z W ,�► 0 I� W J Q 0 U �N,LTH pF o U Tt Alt -,141 m a Lic. o. 183 0 �`rSIONAL�G C 07 E n� m 0 to cn to to cn C C C C C O .a- oEE"J E E E E E 0 0 0-0-0 0 0 U U U Ln U) C.) C.)U E c0if Crof c c c v >>Qa__3 UU UUU,__ = Cn 0000FN N N N c N N N r7 N w O N CD NNN CD CD CD N O N O N O \ or-OCV�(VF4 N CDO N N "I d Co O r- -'4- CD .- O 0 0 mommmoffiffilrb z o�� z > W ^' 0 '� W wZ Quo Z�g w w � Q N � W p o m Date 05/21 /2018 Scale 1 "= 20' Sheet No. C7 OF 9 File No. White rnrT lU_LI1_11 lU/'S prage tot .1 GARDCO 16.003 395 390 385 380 375 370 365 360 355 �L'VifIF 0 E' ��I���J - ■il�lilil F' 11P. t1�1��■ �I!!i�ii!RAi��'i1�- - - TOM �l��i■�ilf111ii�ihllif�lil/�t'ii IE1t'��a;�Li;3� �11�■ �'IiMirs�il"_ � 11 �■ ��� I:',CI■/:111E3�11-k.�ll�: s►�:IQ�I:Ia►[ei 17 �11■M7i1Llam �11�:� �i��•atr1l�=�r�� MINIMUM 1' COVER EL_=375..56 y EL.=374.5 NEW STORM SEWER PROFILE C8 SCALE: HORIZ 1 "=30' VERT 1 "=10' EX. GRADE r- PROP. GRADE WRAP BEDDING IN MIRAFI 140N NONWOVEN FILTER 60" HIGH - FABRIC OR EQUIVALENT STRENGTH PP TO ®P OF PIPE=374.50 DETENTION PIPE p 100-YR WSE 372.76 - - - - p 10-YR WSE 372.72 EL.=372.50 4#57 1-YR WSE 372.213 0R2.5' Invert 369.50 INV=369.50 REINFORCED STEEL PLATE 2.5" ORIFICE WITH OR EQUIVALENT. WATERTIGHT 9" TRASH RACK GRAVEL BEDDING. WIDTH ATTACHMENT DESIGN BY PER MANUFACTURER. MINIMUM PIPE MANUFACTURER. EXPECTED 9' WIDTH. 2 NEW DETENTION D ETAI LS C8 SCALE: 1 "=51 _- 395 390 385 380 375 370 365 360 r s O 0 0� 40 o uD 000a 00 DOD DDODDO Op DDODOODO Aso°opoTioOOOo na d ° p 00 0D D ptltltl t O a°00 0° °a�ugM o po°�tl i\RI TNI G•t T�1.. „r 1H.+• BMIl - Wt4nT...Ru..Nf lrfN,INrr.: IIMNt:ATTur1uH W AI p1A�diE I!N ptxlr .Bex1L•p. nn 1" T f I .w4`.• nau. NL-.I E gtYx .T h'ntnR R. w;hrif•n. UH. ,.r ,.pml. .town AY1K Rp1,LroR1 pIAN• pt+,fy ,rtli, 11. n O�nl , :,I I,. '1 :N -F aVa 1.11E 15 IbaUuux. RuT•, wp nNM.,LI, 1Nt AIITIL I tT Yl,y G,MNb III T10.A'4 N>µ IAA'2W:a IVi', p�Y-Pix.Orer +n.t�+!AM"Lnnr New Trash Rack 1" Holes 30% Opening Area J6" OO OO ND O O O O OO OO Front Section 00 O N 000 00000 _O_0_ I-�-12" -- Side Section 3 ORIFICE TRASH RACK DETAIL C8 Not To Scale CORROSION RESISTANT LADDER n SEE NOTE THE BOTTOM END CAP 14" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL SS HARDWARE FURNISHED WITH LADDERS 112' -13 X 1 Nit' HEX HEAD BOLT 1,2" FLAT WASHER. 8 1,7HEX NUT NOTES. LADDERS SERVING MANHOLES CAN USE DEVIATIONS OF OSHA 1910.27 FOUND IN ASTM C478-12. LADDERS ARE TO BE ORDERED FROM LANE INTERNATIONAL CORPORATION ONLY. 2, CORROSION RESISTANT BRACKETS. WITH STAINLESS STEEL HARDWARE, SHALL BE TIP. ANGLED ATTACHMENTS,ATTACHED TO THE LADDER BY THE PIPE FABRICATOR. THE HARDWARE IS INCLUDED MIN. 6 PER LADDER. WITH LADDER. MAX VERTICAL MOUNTING BOLTS 3. USE STAINLESS STEEL BOLTS, WASHERS AND NUTS TO ATTACH THE LADDER MUST BE POSITIONED TOWARDS BRACKETS THROUGH THE PVC DRAIN BASIN SIDE WALL. THE TOP OF THE RISER 4. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 14-INCHES FROM BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSIBLE. 5. BOTTOM OF LADDER SHALL BE ATTACHED TO BOTTOM END CAP WITH SS HARDWARE SUPPLIED WITH THE LADDER. 6. WEIGHT OF LADDER TO REST ON END CAP. 7. ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. 8. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 36' MANHOLES WITH LADDERS, FOR 38" 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. THIS PRINT DISCLOSES SUBJECT MATTER N WHICH DRAWN BY NMH MATERIAL 3130 VERONA AVE KYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD. GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 2-16-18 Nylo last PHN (770) 932-2443 FAX (770) 932-2490 TECHNICAL INFORMATION SHORN HEREIN APPO BY NMH PROJECT NO NAME www.nybplast+&W. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2-18.18 ARTICLE HEREFROW, FOR THE DISCLOSURE TO OTHERS NYLOPLAST 3fi" STRUCTURE MATH LADDER DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC `A'RITTEN PERMISSION FRON NYLOPLAST. eERLT KYLCFIAS+ DWG SLZE A SCALE 1:30 SHEET 1 OF 1 am No. 7001-110-520 REV A 5 B M P RISER LADDER DETAIL C8 Not To Scale GALVANIZED STEEL STEP +H MINIMUM OF 3' EMBEDMENT ALUMINUM STEP SPECIFICATION REFERENCE A �, /� p VAT STANDARD STEP ROAD " BRIDGE STANDARDS VAGINA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 105.109 ST-1 84 GRADE 60 REINFORCING ROD ENCASED INA bORROSION RESISTMJT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESICN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION NOTESP STEPS WILL BE R'EOUIRED N ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS ALL STEPS SHALL PROTRUDE 4L/I" FROM INSIDE FADE OF STRUCTURE WALL. MAXIMUM STEP SPACNC TO BE 18" C-C. STEPS SHAD WITHSTAND, A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4 2' FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST HOLES PROOVDBY THE FABRICATOR, PLACE TARED EArVEN. INTO STEPS OIFFERNG N DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED 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 SLR -RESISTANT SURFACES SUCH' AS BUT NOT LIMITED TO, CORRUGATED KNURLED. OR DIMPLED SURFACES. ATHAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE LLJtMLP E STEPS SHALL BE FABRICATED INACCORDANCE WITH ASTM 0221. ALLOY 6005-T5. UNIFORMLY COATED WITH A SITU,MOUSSOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTm COATING &WORMING TO FEDERAL SPECIFICATION TC-C-OD498A MIN. LADDER STEP DIMENSION Not To Scale Is-1 SL-1 05 BARS " 8" C-C TYP, 05 BARS 0 I' C-C TIP. L L j SHAPE TO ELEVATION OF PE FONT OF A I I I I I A B L' r LARGEST PIPE. I -�� T - B SHAPE TO CONTOUR 30" DIA/ETEA 'y yI ,.i CF PIPE I � IIIII I TT �TT7TT7-I TT�.... i. STRUCTURE Sig NO PLAN WALL THICKNESS VARIES PLAN SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A m TRM)SITION BETWEENt!�I; PIPE DIAMETERSw)+DI METHOD OF TREATMENT IN DROP INLETS •fir �tl ; f� ; - DIFFERENT SIZES OF PIPES ARE ENCOUNTERED- e CLASS A3 CONCRETE CLASS A3 OOHMETE SECTION A -A \>\ SECTION B B NOTES; SHAPING OF M04HOLE AND INLET INVERTS N ACCORDANCE WITH ` 1. THE STANDARD SAFETY SLAB 1115 TO BE USED ONLY WHEN SPECIFIED IN THE PLAINS THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF SLOPE TO DRAM 1 , TO INVERT OF TO ON THE DRANAGE SUMMARY SHEET AIII THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES, ACID DROP INLETSWfTH HEIGHTS GREATER THAN 12 FIEF, THE SPACING OF STRUCTURE, PIPE ADJACENT SAFETY SLABS SHALL BE E TO 12-WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET MANHOLE OR DROP INLET IS TO BE FORMED A41) CONSTRUCTED , OF THE TOP OR BOTTOM OF THE STRUCTURE SAFETY $LABS SHALL NOT BE LOCATED BELOW ANY INLET PPE OF 30" DIAMETER OR GREATER. N ACCORDANCE WRH APPLICABLE STANDARD OR SPECML DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MIX CONFORING TO CLASS A3 OR n Q •<'•?-I I 2. THE COST OF THE Sl IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE LIP TO 4• INDIAMETER MO CONSIST OF STONE BROKEN BRICK BROKEN CONCRETE OR BROKEN CONCRETE BURY THE SURFWE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLNO. NONE _ .. f ,f', '-$; 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APR -(CABLE. STEPS ARE TO BE STAGCERED ACCORDNCLY. - • 5 BAILS I B• C-C TYP. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 4. SAFETY SLAB MAY BE CASTHNHPLACE OR PRECAST. CAST-NFPLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (40OD PSI). REINFORCING "�, DETAILS OF INVERT SHAPINGAS SHOWN HEREON ARE FOR EXAMPLE '-' �- ° • STEEL TO � IN ACCDRDAMM WRH AASHTO M31. ;+�+j. _�+�•iy�'�, PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO HAPED � S -'-• 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH 5 INDIVIDUALLY TO REST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). SECTION B-B PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING SREFERENCEN X� TYPICAL CONCRETE SPECFICATON ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS NmAn °fD BRIDGE STANDARDS_ SAFETY AND JUNCTION SLAB FOR DROP INLETS, BOXES REFERENCE SHEET 1 OF 1 REVISION DATEMANHOLES VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHEET 1 OF 1 REVISION DATE VAME VAGINA DEPARTMENT OF TRANSPORTATION 302 lOML08 10614 3299CGR APPPDX, DRAM AREA = 4V 28 SO IN 'APPROX WERGHT OF (RATE = 9400 LBS 3B1 L16 BASE) j 3IO i24'BastT111'5.31 Rt8"BASE} a04 (30• B4SE) I.(14' 4,57 L37 BABE) 3593 239 19 X SLOT B 125THRU DNENSKNS PRE FQtREf73TB{CE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES ORATE MEETS 1R20 LOAD RATING QUALITY. MATEFMLSSRAUCOWORMTOASTMA5MORME70W,06 THISPWRd6QOSESUSTECTMATTERNWHICi MLIWNBY TBC HATM%L nH AAYE PANT. CASTINGS ARE FURNISHED IN" A HACK PANT NYLCPIASTHASPMPRETATYRITIM, THE RC-CEPT BIFOID•fd Y518 LOCT(W DEVICE AVAILABLE UPON REOLEST SEE DRAWING NO. OR POSSEMON OF THS PRNT DOES NOT COWER T,RN6F9LORLN56E THEtAECETHE GESNiHfR BATE @`P" TACT1Ir10x NN n"S)2NN xyl last• FF". 7001-110-185 TECINCN NEOILM11011 SHRW4TEREN I�YIS®BT CG T%1E4T 110IM1E '*Off DOES NOT INCLUDE FRAME REPfaTDucrTaN aF TNMPRINTORONY NFORIMTICN TTrRE FRNE WITH Ir BA9E. APPROX 123.50 LBS ABE FRAME WITH 24'BAPPROX. 13000 LBS CONTAINED HEREIN <R AMIUEAC TUECFANY ARIRlE HM38AW. FORTIEDISCLOSMTOOTIERS �� �10 2RZ)Fl RUIUa HIRAVAY 2PE�tlAIE ASSDBY FRAME WON 3P BASE' APPROX 115 W LBS ISFORRVOB1 Em3n BY SPECI"C WT`r_ NWT A --- SCAM 1t4 ETB'T 1lFt OVNG MO TN,-11422E REY B PEKTL[SfONTRd1NnORAST .unaAr NYLOPLAST 2 FT X 3FT ROAD 8T HIGHWAY STRUCTURE: 32 AGR X (1, 21 INTEGRATED DUCTILE RON FRAME 5 GRATE TO WITCH BASINO C RISER STRW 16' MIN MOTH GUDELNE F---- 6MN THICKNESS GUIDELINE TRAFFIC LOADS. CONCRETE SUB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SIX CONOITINS- TRAFFIC WAGING , M OTHER APPLICABLE DESIGN FACTORS , . +r-av FRAMESA GPATEsswuL�oocrnE r,aN I•Es wsTM Asaa GRADE AIO•NS 1Nt9 FAIXT NRCLOSES SUBaECT WTTERN WHAM OAAaR•BT EBC "I,IE"AL HL V9N]IN AVE ]-OIWNBASN TORE �OYaKNOEA[TUPEOAC[OANNGTO.NIIN DETPIS. W'LOPIA4T NAO PROPRkTMTRNYftS THE RECERT aU101✓H,6A]bl4 a. TwuNAOE coeaEttloN Slue ATNT-a„nxEss sHw cafFORYro ASTM N212 FOR CORRUGATED HWE VIDS N-I2 NCQRBUN WKJ, oR PvssE slwf oFTHSIafWrovl3AaT caxcm. TR'ANVFFJt, OR LKENSE THE uBE Oi THE DEaIOM OR DATE asn-fo AuntTnlw,wa y� a�t NFws TnBNaR-xafa O N if NP 4PVC SEVkR14'-Si}- 4-MAPTEAS TAN ­QRA.:ANIYFO'L01f0-. R! IECHfACAL aYDRWTAN.YAWfI HET&W REPROOUC/Tfx141F 1118 HUY1T ORANY kRWRNAITON PPOOY JEiT NOMAME •7 „^-"P°FfAEyr1O^, �E GE IWWMINM ANGLEBETWE MWTEUS EORAWNG CONTAINED HEAFW.rq YNNEACfORE Oi NiY PATE a}1L14 tRA.VG OA>eR•A11N ]Etta ETlnaAO4 HRGNWAY ORATE wo.Tm+.flor.z AkrIC1f HEREFROY c�THE DIxLosuaETn onEAs aAo, aPEI:If1eTALUTATYIfETu 5-ROAOIHKNAYAT GRFTE SHAD YFFTH30l0A0 KAFTAN ISfOPBIW£ F E 'sG£G61CWRfRHI ,i,L�,OW9OIg PH•OA9pN - A •DIRE 1JA i,EET ONG•O If1f.f1L"] 1NOTE: FINAL DESIGN BY MANUFACTURER. N LET 3 DETAILS C8 Not To Scale 3099CGSO 8 3099CGSQFH APPROX GRAZE DRAIN AREA =146,18 SO N 'APPROX WEIGHT WITH FRAME 4 HOOD =187W M 2725 2425 ADJusTMENr sLOTs 71JII 4 lia-:1 - .' 2Xr CURB PLO STANDARD GRATE 0 o 0 0 0 3N9CGSQ 21.25 2425 1850 �+" U O O I t 1 000 LAUD 250 12 X N-OT B 1.00 THRU 8_T3 HIGHEST HOOD SETTING 4 73 LOWEST HOOOSETTN3 2 X 2 CM NIET FRAME L HOB 3099CEEOFH 1 � 575 - - - P TOP OF BASE PLATE TO TOP OF DRAW BASIN DIMENSi0N5 ARE FOR REFERENCE ONLY 12HASEG. 282 'WEIGHT DOES NOT INCLUDE ACTUALDIMENSIONARE NS MAY VARY 15BASEU. 2,82 DUCTILE IRON BASE PLATE DIMENSIONS ARE N INCHES 10BASEG- 2,82 128ASEG: APPROX 10900 LBS GRATE MEETS P_20 LOAD RATING 14BASE8: 1.Bi 75BASE0: APPROX 98.00 LB , - MEETS 30BASE0 DUALITY- MATERIALS SHAH CONFORM TO ASTM A536 GRADE 70-%-05 ' W BASE13 APPROX. 85.00 LBS 24 PANT CASTINGS ARE FURNISHED WITH A BLACK PAN30 T BASE4 APPROMX 00 LBS LOOKING DEVICE AVAIIABLE WON REOUEST SEE DRAWING ND. TOOT-110-053 BASE0: APPROX 8.IJ01B5 SLOPE OF GRATE SURFACE IS 12% iH SPWlP016CLOBES•.AfaJELTYAT1ialW GWIICN dLfWM Br EBG M1GWL lT]R VEROM AYE CURB INLET FRAME INSIDE VOLUME IS APPROX 1.76 CU FT NYLURAST wa P.iOPRIETART RMf4TIL THE REOM NE°RB. GIM xsn APPROX DRAM AREA OF BTLlTE8H006 oRrS>t�s'snNOEmISP 11011SNOraTNE.R, DATE Naas RxOTi>=ww rHM IFFT) w LOWEST SETTING =.37 SOW TRAtCFER.OR ibCENSE TfO: xsE OETNE9E!"NaA INyO FAx mWau-aus LOWEST. 1' SETT14G=24825 SO IN TECMIGI NPCRMATXGN sn MHEREN RMT)RY CCA PMJECT WO rlast 227 LOWEST .r SETTING=269.12 SO IN RBAmILf10NQ TFRP•1pdLGxY KORWIMMI TfTtF CARA"®MYRO OOR TA 0CTNEOF Ax, DATE 1M},) LOWEST . ? SETTING= 290.00 SO N x TT a: Fr wm rrET srANTwm ORl1TE A4aFiBf.T ARTlOEHTGi9ROM. FOR tHE 0B0.lgWE TO OTHERS HIGHEST SETTNG = 310 B7 SO N wl®oe,, EKf£ Tar sP cm0 rMT.EN PF.Aff14a1of fltOY yyyGPL ST. IRY6L� tGAtF fH a11EEf I.F. ONG xO ]Oh.118N2 RFY 0 NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE: 30 AGS _ _ X CONCRETE CURB L GUTTER ASPHALT ITMIN WIDTH GUIDELINE 8' MW THICKNESS GUIDELINE d2) VARIABLE INVERT HEIGHTS (1) DUCTILE NON AVAILABLE LACCORONG TO PLATS TAKE OFF) FRAME, GRATE, 8 HOOD ...'� TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY- ACTUAL CONCRETE SUR MUST BE DESIGNED TAI01C INTO CONSIDERATION LOCAL SOILCONDITIONS, TRAFFIC r LOADING. B OTHER APPLICABLE DESIGN FACTORS. MNWIpI PIPE BURIAL DEPTH PER PPE MANUFACTURER RECOMMENDATION 'MIN. MANUFACTURING 111 INTEGRATED DUCTILE IRON RED. SAME AS MN SUMPI HI AnavrER BASE PLATE TO MATCH BASIN OD . ANGTES Y"� VARIAtpE o--aw' ✓.Yf (a VARABLE SUMP OEPTH WATERTIGHT JOINT "r. - ACCORDING TO PLANS (6' MN CN 1r-24',10' MN ON 30' (CORRUGATED HOPE SHOWN) BASED ON MANUFACTURING RED) 4lLwaN12'-24• 6" MN ON 30• D) VARIOUS TYPES OF INLET a OUTLET ADAPTERS AVAILABLE. 4'- 30' FUR CORRUGATED HOPE (ADS N171HANCOR DUAL WALL, THE BACKFTLL MATER4Y SNAIL BE CRUSHED STONE OR OTHER AIDS ANCCR SINGLE WALLI. Nt2 HP, PVC SEINER (EX SM 35)• GRAN" MATERIAL MEETING THE REWITEMENTS OF GLASS (- PVCDWVIEXSCH40), PVC C90XW5 CORRUGATED A RIBBED PVC it -30' CLASS R, OR CLASS III MATERIAL AS DEFINED NAMM 02321. BEDDING & MOM Ft)R SURFACEDRNNAOE INLETS SFALL LIE - .z-arsw,uEs, GRATES. Hoops. a wsE nATEs sHAu � oucxE PLACED & COMPACTED LNFORl.Y N ACCORDANCE WUH ASTM D2321 IRON PEA ASIMAYA (diAOE l0.v�a-E5. uANUFAcruREO PLAx :. awl NAVNmeE COSTI%, AcarRaNGTO OETAlS. TiEa PRM OLRCLOSEaaOBELT WTTFR NYMIOf DRI1f111BT EBG MIBIYY N)O YERpY. AVE ] ORANWELONNEC?30N STLa JOMTIOHTNEE99HALLCONFONYTO NYLOP[AA'TNASPROPRlTARY b31118. THE RECEIPT OIJE0A0, 6A )Asia AsrAf rnzu FaR comeuwTm "oPE CADS L1zHaNcoR ouuvMW, oN IN1SEffiBDfROF nxsaR"rTxesraT<oxFEa, art mood M.Ii NP,4 N<SENER N'-2r1- TRAO9E6L,OR W.EMSE iIEOF iiE OE51(W OR NW mR ux.Tua iAA(nRN aaP aqd IO B .-AMPTEFSCAN liE MOSIxiID OR ANT µGULP TO NO'. TO tECNNkALtlt°RMATpTRNfOpNHEREW lteVYEO9r IRO( M6IFCT IAlNAf6 • �J DETEFBIINE.MNY6INANGLE 9EIWEEN AfIARER55EE ITRAW� REPRlgITCTrM14ETR"pONTORAN'Y INPJRWTION NO. A01-1100,2 CorrtlY®IEAEr1•oRTMwUFACn1RE OF ANr �� pytLN s-Aucuas wJ:TGrsATEonroxslsrANOARosaucaRAEl sfuu DELI ANTnSxEREiNw.EORtHEpscxnwRE To oT,�Rs NMN 8ABE1WOR2FTT[2 FT WAa NIEl Rurff PPEc IlnTuuTnx DETAIL w;tR LOAD RADNG m FGA,"G91. E14tlTTW sPEx Rc vnrTTEN PETMIMOIIFNM MIOPAST. PAHN4(NA6R OYfG aaE A rGALE tY OMEFT fOF1 Ow6ap. NOt-11a4II REY x 1NOTE: FINAL DESIGN BY MANUFACTURER. N LET 4 DETAILS Not I o 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 he 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 Ripe system- This joint tightness shall conform to ASTNI D3212 for ioints for drain and sewer plastic pipe using flexfb'le elastotneric seals- The flexible eiastom nc 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 stack that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM 01784 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 backtill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1, class 2. or class 3 material as defined in ASTM D2321 Bedding and backfill for the road and highway structure shall be placed and compacted uniformly in accordance with ASTM D2321. The road and highway structure body will be cut at the time of the final grade No brick stone or concrete block will be required to set the grate to the final grade height- For H-20 load rated installations, a concrete ring will be poured under and around the grate and frame_ The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines NYLOPLAST STRUCTURE NOTES Not To Scale NLTH QP 0 O U J M. S�4IMP a Lic. o.Af�183 �o ,� 1l3 w 10NAL 4 VDOT INLET SHAPING & SAFETY SLAB DETAILS C8 Not To Scale GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WrrH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL W(TH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SEES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 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 ADJONNG FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHA1 BE CLASS A-4. 5. REQUIRED BARS IRE TO BE NO. 5 X all RACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THHT RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. 7 BBYY�THEAENGNEER. THEY PS ARE TO BE CARE TO BE PAS ROVIDEDOATTINTERSECTIONNS WHEROR AS EVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACLITY 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 HYDRANTS, DROP INLETS, ETC, ACCES54BLL ROUTES PROVIDE A 6ON7INUOUS UNOBSTRUCTED STABLE, FIRM AD SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELLMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS TYPE A PERPENDICULAR 7T7 MIN 12n MIX - TYPE B PARALLEL AX 1211 2' AT * 2" HIGHER THAN `[S EDCE OF PAVEMENT AT YC K , SAME AS TOP OF CURB PERPENDICULAR TO THE CURB, 7}1 E�{TR sj�Q 9• R oDAT� THE T� NC EWALKRE4 IREIEICI�((TK�T$S WFENi (HjgqEP��AYED VI�AVYTRUCKNOT �, REFER TO S o D &113, CDI,IMERCLAL ENTRANCE (HEAVY TYPE C PARALLEL & PERPENDICULAR TRUCK TRAFFIC> FOR CO ETE DEPTH- 10. WHEN CURB RAMPS ARE USED N CON.ANCTION WITH A SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 10 - 2 4" TRUNCATED DOME C C O 0 0 0 0 o D a 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0- + N Y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0ZZ V m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 SE DIAMETER 0.2" 50X - 6=I.AMNE! j 0 0 0 0 0 0 0 0 0 0 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE 4' MINIMUM. BAS PAY LIMITMU S TRUNCATED DOME DETECTABLE WARNING DETAIL DETWL SHEET 1 of 4 CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES REV. R7/ EV. 7/ VIRGINIA DEPARTMENT OF TRANSPORTATION •5 DOWELS, B" LONG A AT 12" C-C -19*1 5' MIN. >21 MAX mi Z 12:1 MAX B T n� B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS 51-01, MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 20 : , �2' MIN.--) SECTION A -A RIP 51BLE CONSTRUCTION JOINT SECTION B-B NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. ]JL � Q N31; N O t tr U n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION -A- 1� 5' MIN A 4' SQUARE LANDING AREA OUTSIDE OF ANIN FO SHALL BE PROVIDED FOR 1!1 14.K PERPENDICULAR CROSSWA.H WITHIN THE MARKED CROSSWALK AREA ROADWAY GRADE IN PERCENT LENGTH MINIMUM IN FEET 4" CURB 6" CURB 0 4 fi 5 7 2 5 B 3 8 9 4 8 12_ NOTE' THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. REFERENM CG-12 DETECTABLE WARNING SURFACE � z TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETAILS C9 JNot To Scale SPECIFC41H1( NffilM 105 SD2 4" r'2" RADIUS d. /2 a A . 15" .. d SURF) MN A MAX. d A A BASE (ACCEPTABLE AL IF CURB IS EX st>ECFIa,1KNI REFiR EI CE 105 502 {�4.� 2' R 11 d -.A •.a SEE NOTE 4 .-d • - d� . A - .A. d_ ..4 .d• 6" -• I SURFACE BASE NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RAMS OF 300 FEET. FACE OFCURB) WILLBE AID FORAS RADIAL. CURB 4- THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED P$ MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE OTHERWISE THE DEPTH IS TO BE 18' AS SHOWN. NO ADJUSTMENT N THE PRICE BD 6 TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S.CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-5 AS SHOWN IN APPEWIX A OF THE VDOT ROAD DESIGN )MANUAL. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2 CURB DETAILS C9 Not To Scale 2•r &-y dim I A I A FL______� ELEVATION DUMPSTER ENCLOSURE NOTE: ENCLOSURE BRICK SHALL MATCH THE RED BRICK OF THE HARDWARE BUILDING CLOSEST TO THE ENTRANCE CORRIDOR. BO LLARD.�* DUMPSTER 21W BOLLARD I O \ Da DUMPSTER I I 4 x 4 STEEL COLUMN (TYP) N O s DUMPSTER PAD PLAN CONC. PAD SEE DETAIL 5 SHEET C9 DUMPSTER PAD ENCLOSURE DETAIL Not To Scale 3r5 � 2 4J375 s• RESERVED_ -2C 425 426 T PARKING.-2G t I 18 4•• 13 S$7S 15 f lrwt I 2.5 Ir ®12 117-8 NO PARKING LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) "Reduce spacing 50%. "See page &31. ' "See page &2 for arrow design_ V ' J � V N F. a F- _ SAC C ES' B--LEA- H RT& 0 A 6 C D E F i'7 8 3rS aI8 16 ' I6'0 8 1b I$Yt 3AQY to 1e 9 srs Aid P25 20 1 1s" 2nas Fi19A 17 PAOMWAPµlIATON WralONAI APPLEATDN COWF&' LE61M-N:NEEN IREwOILUCIME1 M Nl" COLONS. UA;W -MARE IfVF0EFLKFW) /O RKAGIU-WIVE IRFIRMERELTIV(1 RAOC6R0(m-aluE 6lEl0*rI.ECLNFI TOW -AWAY ZONE PENALTY $ 0- 500 FINE R7-VP1XV r4--- HC-VAN SIGN DETAILS C9 Not To Scale 4 A- . o0o0o0o0o0o0o0o0 4" - 3,000 PSI CONCRETE -4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE 5 TYPICAL SIDEWALK SECTION C9 iNot To Scale 1.5" OF SM-9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 00000000000o000o _ 6" - VDOT #21 A BASESTONE 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 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE 7:�Dumpster Pad Detail C 9 Not To Scale - • LED illumination / UL approved CLOD- 0 2 Powder -coated aluminum flames 23-38'W X 77-1�s"H • UV resistant, non -glare acrylic panel corers • Graphics & wurdstrips v1 laded wit11 purchase ALSO AVAILABLE IN (board does not include base) 23-t/s"W x 31-W'H Frame Colors 000 Midnight Mojave Canyon Black Tan Dust IMPACT MENU SYSTEMS IN " N Holds Two T5 Grin h 'a s zed CLOD-02 (Classic Two Panel) Technical Details & Sizing Information 23.88 ,� Side ,.Drew 6.00 w Ampoctmenusystems.com toll free 800.321.8105 fax 775.862.5210 u 8.25 Side View IMPACT MENU SYSTEMS ww Ampoctmonusystems.com j toll free 500.321.8105 1 fax 775.662_5210 �NLTH v J M. SIMP a LTC. 0. 183 ��`rSIONAL V, 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 Scale