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HomeMy WebLinkAboutARB201600071 Plan - Approved 2016-11-09FINAL SITE PLAN FOR [IOLLYMEAD TOWN CENTER E30JANGLE5 TAX MAP 03200-00-00-041 D4 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 10V=1,000' .qfr� 4 �rb�F;r r1d VlalgreQns � �MeF �g a -SITE a<�o wooa Tang FDRESsT.Rin6E Irxx � K l 521 n r Cdr , Kohl's Charlottesville a fkZ �S -g Uto ,�iti I s21 n 7a Hu oke a` H IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX LEGEND EXIST NEW DESCRIPTION 16 x 12' Tc TOP OF CURB ELEVATION 16' x 125- SPOT ELEVATION 16'TW x 12' TW TOP OF WALL ELEVATION 16'BW x 12' BW BOTTOM OF WALL ELEVATION O C9 - BENCHMARK C 10 - LIGHTING PLAN STORM SEWER - RD - RD - ROOF DRAIN C 13 - LANDSCAPING PLAN (10 SCALE) SEWER LINE - 6^w - - 6wv WATER LINE - GAS- GAS GAS LINE - oHE- oHE OVERHEAD ELECTRIC WIRE - UGE - - UGE UNDERGROUND ELECTRIC - GHT - GHT OVERHEAD TELEPHONE LINE - UGT - - UGT - UNDERGROUND TELEPHONE LINE D I- DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C C PLUG ®V WATER VALVE & BOX 4- FIRE HYDRANT ® C " WATER METER LIGHT POLE f 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- _00- INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP DASPHALT 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. VICINITY MAP SCALE: 10V=1,000' .qfr� 4 �rb�F;r r1d VlalgreQns � �MeF �g a -SITE a<�o wooa Tang FDRESsT.Rin6E Irxx � K l 521 n r Cdr , Kohl's Charlottesville a fkZ �S -g Uto ,�iti I s21 n 7a Hu oke a` H IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER SHEET C2 - PROFFER5 AND GENERAL NOTES C3 - EXISTING CONDITIONS C4 - SITE PLAN C5 - UTILITY PLAN * GRADING PLAN C6 - SITE * UTILITY DETAILS C7 - LANDSCAPING PLAN C6 - LANDSCAPING PLAN (10 SCALE) C9 - OEE5ITE LANDSCAPING PLAN C 10 - LIGHTING PLAN CI I - SITE DETAILS * STORM PROEI LES C 12 - SITE DETAILS C 13 - LANDSCAPING PLAN (10 SCALE) 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 Construction Industry (29 CFR Part 1926). PROPOSED USE Restaurant With Drive -Through Window and Offsite Trovelway OWNER / DEVELOPER Hollymead 29, LLC 195 Riverbend Drive Ste 1 Charlottesville, VA 22911 ZONING PD -MC: Planned Development - Mixed Commercial Subject to Proffers, Application Plan, and Code of Development A development agreement recorded in DB 4826 PG 333 allows the construction of travelways/roads shown on TMP 32-41D5. PARCEL NOTE This Parcel Lies in the Entrance Corridor (EC) and Airport Impact (AI) Overlay District. SOURCE OF TITLE D.B. 4654 P. 212, D.B. 3667 P. 685, D.B. 2904 P. 065 MAGISTERIAL DISTRICT Rio SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Field Survey by Roger Ray and Associates on June 25, 2015 Source of Topography: 2' contours field run by Roger Ray and Associates on June 25, 2015 Survey Updated by Roger Ray and Associates on February 4, 2016 Benchmark and Datum: NAVD88, Site Benchmark: Storm Manhole Top at Northern Corner of Parcel FI ev = 540.51 EXISTING USE Vacant Lot WATERSHEDS This site lies within the Powell Creek Watershed and does not Drain to a Public Water Supply Reservoir. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO140D), this property does not lie in a Zone AE 100 -year flood plain. GENERAL WATER AND SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DIRINKING WATER ACT). STEEP SLOPES Managed slopes on this site are shown on Sheet C3. BUILDING HEIGHT Maximum Height: 35 Feet SETBACKS As Per PD -MC Code of Development PARKING SCHEDULE Parking Analysis (Per approved PDMC Zoning) Required: 13 spaces per 1,000 Restaurant Gross Floor Area Bo -jangles' Restaurant = 3,516/1,000 x 13 = 46 Total Required Parking: Total Spaces Provided: 46 Spaces 46 Spaces Shared Parking Will be Provided with Full Buildout of Block C1. FIRE CODE REQUIREMENT Knox Box Required, Contact Albemarle County Fire Marshal Office For Location. IMPERVIOUS AREA SCHEDULE EXISTING Area % Impervious 5,617 SF 11.4% Open space 43,831 SF 88.6% Total= 49.248 SF (1.13 ac.) PROPOSED Area % New Building 3,808 SF 7.7% New Road/Sidewalk 31,878 SF 64.8% Open Space 13,562 SF 27.5% Total= 49,248 SF (1.13 ac.) Total Impervious Area = 35,686 SF (72.5%) TRIP GENERATION AM PM Use Description ITE I Qty I Daily In OutTotal In Out Total Fast -Food Restaurant 934 3,800 SF 1885 104 100 204 94 1 86 180 Total 1885 1 104 1 100 1 204 1 94 86 180 MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. ZMA APPLICATION PLAIV (VOTE The improvements labeled as "Pond Viewing Area" on Sheet C4 and shown in the exhibit titled "Pond Viewing Area" (dated 7-18-16) are provided in lieu of the deck shown on the Application Plan referenced by the proffers for ZMA200100020. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION D7_% i :� ALTH of � U JUSTIN M. SHIMP Lic. No. 45183 SS -OVAL '6�'G ZA+f A-01-20 PROFFERS Ekffl Mead Town C'enter Area. C July 75, 2-103 TAX MAP 32, Farcebr 41D, 43A, 401, 45,, 46 37.1 Acres unit to Sedco 131 of the Albemarle County Code tithe "Lode"), the ovmtrrs, cor dwir drily authori d agents hereby voh=tariSy proffer the conditions listen below whish shall only be applied, cxcept as specifically sd forth hmin to the arm 1deanifled as Regional Service Area C on the Application Phuim (defined below) wrnprising all or soTm of the above referen d #max parctis 11.0 "propFntya` 'rhm condittans are proffered as part of the requested Z0111ing aud it is age flat, 1) the rw,onu)g itseWgives rise to the necd for the conditions; and 2) also condkions h ve a able relation to the Tewning request'. Dmlopmwd shall be in germs accord with the Application Plan entitled Rtzoning Application Plans for Hollymead Town Center Reoonma Spice Area C, (Syms A-1, A- 2, only), prepared by Fivanm Foganeertng & Surveying, PLL, revises last rewisW, July 7, 2003 ("Application Fra" ). Tile Vx9 r& Qf develop meat and mal festum and ma)oxr cletttents whin the Property esserltW to the d sign of the deweiopimmn shall be in general acrd with the Block Exhibit. the Lade of Devel mew's Narrative, and the Code of Development's tables and appendices set forth intVm at ashedApplimtion Book t~ entitled "Hallymead T'owri Center, Applirstion Booklet 21U-01-20 (Area C)-'-- The )_rThe Owners have pre&red, as part of their rezon'Mg appli caticr4 a rramber of Conceptual Platte out it luvxmiQnz tar envious purposes, but pnncip4ly to pny'ide i4iflcatioa for the rezoning actions tbey are sung_ Unless spixifically teferc OM in these proff`t all phms and Wumrmiors submitted as part of Appli❑ant's eezouing application, other than the Application Plan as de&W abovey 91sa11 be deemed iliusu-wive crdyt and mck ply and illustrations sb l i nor be deeaned proffers, The Owners reserve the right to reomfigure the i nternal block irnprov=eats, oan*is&8 of building, parking and drive aisle$ and drive-tLmugh window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Spe ial Use Permits, and ii) asslue compliance with ARB teqoiremendts 1'19 and provide all necessary 4trm water management and $MP's as necn_ 2_ The Owners of Asea C, as drawn an the: Application Plan (tM-Ownee') shall cause rapledao of the fbUa wing mad impwvmertts chw shal I be rooms cc=vct d w VDOT v auda.r& and either be ac pied by VDOT or be bonded for VDGT' & acceptence as foilow: A, fiction of Tunherwood Soulevard, as depicted on the Applicatien Plan and further described as follows; 11 from the intersection at US Route 29 to a neer tc maims wid is Hollyrowd Town Cmwr that is ahs at the exten3lon of'the IAA-01- Hollymead Town Center Area C The rozd tmprovemeM3 114ed in proffu 2A} 2B, 2C, 2D, 2E and 2F above shoo be constmcwd, in accordance with road plans submittm! by the Owner and approved by VDM. All ofthe foregoing improvements shO be i) conm=oted to VDOT design standards pursuam to detailed plats agreed to betwE�ert the Applieam and TROT, and ii) aocepted by VDOT fir preblig use or bwded for VDOT's aoceptanre as a condkka for isau.ante of any certifir ate ofoccupsnzy for Area C improvenuants {awqn w otbmwise pror idad in proffer _ The widda, length, lotion, (inside mod !an or outside e:dvlag pavement), type of sectiola urban va. rural), and g;oometrks of all lane imprpvem g all be as required by VDOT design standards and detailed plans submitted by the Owner and approved by V=. All road improvemants 4KEed in proffer 2 eve shall be substarrt'mily compided prior to the isaua=e of the first Czrdfloale of Ocmpancy in Area C; notwitlLstanding the foregaiag the road pmft'ers de"bad in proffer 2 above shall be satiafed if the Owner hn submitted pumas for all Such road i nprovements fbr review by VDOT, and although soeh improvemems are tint fully carnpleted by the issuance of a Certificate ofOwupanr for Arm C, sufficient bond has been raapp lied to satisfy all coasts to complete web inure}vernems in accordance with plans approved by VDOT, Subawnially Dompiete for the pure ms ofthew proffers shall mean approv&J sub -base gravel, crush nd pner, ium mlediate sudwe and inems&iry storm water management i mprorrcmewts and satLsfwwry completion of road improvemmals required for public safety, and signulizedW but mall not include final"voted signals which = subje>uc to ting and s)mchmaizatkm according to VDDT imspoctioHL All probers to malice road improwme contained in proffirr 2 of these proffers are cauditioned upon VDOT's approval of an unt ante permit at the Tirabawood B❑tllevard ffiftr3ecdon with Route S0 a* shovm on the Applim ion Pian- The Owner shall submit to VDOT plane for such row improvements within 34 days of'the rezomiing and sball diligm ly pursue such approvals prom VDDT_ 4. Dpt+a requM of 1110 CO=Y, the Ovmeir SMI contribute S 10,000.00 to the County -or VDOT for the purposm of imrliaig a re;git5mal Uwwgoz zden shady for the Raure 29 Ccmdor, "Che $I0,000.f10 waribwion shall be made within 30 days after requested by the County alter the first final site plan or eubdiwisicrt plat is appnNed in Area C and, if not expended for such purposes within Vince yem i5tom the date the funds yore cQut;ibuted, such funds ab lI be refunded to the Owner. I'ltc Owner shah contribute 5200,000,00 (tom "total ccmn ibuboi '`) to the County for the purpose: of funding capital improvements. related to the Hollymead Town Center. The comtibution sbali be paid as fbilows; $100,000. DO %hall be conbibuted tin the County within 30 days after the fust final rte plan or subdivi,gion plat coorttaining dwelling units is approved in Area C;1h0 remainder of thx- catmibution shall be paid on a pro rata basis w the time a ctrtifirate of-o=pancy is iswed for etch dwelling unit; the pro rata contribution -smell be based upon the number o€ dwelling units appru3r A as parr of the first final site plan or su dMsica plat_ if five years after tht datt of auppTovat of the first final site plan ar subdivision plat *e total ntnibubou has not been fully paid, the Droner x-01-020 11oHymead Towrl Cuter Area C Attachment E VDOT future: road improvement project efAitmrt RmtL tlZ13 will PrOVi& the connedion to Airport Road from Rt add 29 as previoudy pmffWvd as pert of MA -94-D _ The constructed improvements shall include two Lestb{vuad hums in conjunctign with the improvem nrs desiped for TM 32 Parcels 4ID1 acid 41Ato the first dual lame ra1]IIdSI}D= ai Guess rL d B and Westbound Lancs of dual lel lams, ame thru lane Wd one continuous rift turn lane from the r daboal a1 access road 13 to the irnerswfian with Route 29, from the roundabout nt socess road B a two lane sftiian shall be const red to the VDUr extension, with additional turn lames at intersection rotated in Area C pursuant to read ply approved by the V -ug 6a 13"munent of l`renspmution ("`Vf?M`) and the Countxy as part of the Area C site p!uL B_ Cnnst-ucficri ofdutal left tura lames at the iatersmtion of Route 29 and 'liimbawoed BoWevard, froin wrthb❑undRotate 29 ivto TutalaerwixA Soulevard_ The ham lane and taper lengths will be determined with mal read plains to be renewed and approved by VDQ3'_ C. Signaliratien at Timberwood Boule�wd and route 29 shall hidude racow=ctian at the Forest Lakes Subdivisiou entrance lcr.a6or4 as schedided in coordination with VDOT_ Ali l rn m,ovements , hall be sigunled at the intersection of Rom 29 and Timberwood Bwieva.r, , as approved by VD0T. The existing intersection exiting Fo7est l -Wm shall be reomts4ructed to Rwintain the dual Zeit lanes, the continuous right tum lane and add a thyt Sh lane aocording to the final design in the preva❑us paragraph, D. The Owner pro#tm to dedicate I aad and cDrtstrw.rct a third through lane cm Route 29 (coosisting of lane width, si1ot11der and dredWe improvements) southbound fiorn the entrance roA Mrnberwood Boulevard) at the Fmp y's Northern boundary_ The Owna also shall dedicate tared or ase to be dedicated and construct: i) a oontinuous through lane 500 -feet to the Svutbum 4oundary of Area C. 4) it taper torte Fisting ofa 200 fact taper belpiu1 g at the Soutlroem boundary and R=e 29 (in the c%mnl arm B is not rezoned and their proffers a ted), and iii) a continuous right tern lame starting at the right -in at t Noir em boundary of TM 12 Parcel 41 A to the right -in at otic Sambm aitr� of Area C. E. Conmuction of one additional cunLnuaus right tt rn Northbound lace starti SANITARY NH INV Nw x'42 INV OUT SJ218 532.12 __- _____________--560______ \\`\oe2q y9 \♦SANMANITARY ♦ 's ti^yE" ,,00, TOP-55271 INV -545.77 T.M. 32-4 1 DG - PPE INV_ I ---------------------- \ 544.61 OWNED: 110LLYMEAD CORNt�ttC----------------- S N - D.B. 3098-1 G4 I 132 ACRES ZONING: PD -MC i: INV7 INV- S ♦ 547.70 539.80 '00000 CURSE-{\}TttSE: bAEfli\tT--------------------------------------\ I --- -- - - - - -- WATER S '`VALVE / S � DI _____________ _----- - - - -_- tt \ ITS -548.37- / / Vt I ______ RAP t INVERT - S NIp 547.55 ___ _______550-_ PAVED SANITARY SANITARY tt • hk 20' SANITARY - MANHOLE S H MANHOLE (o.e 2EASEMENT 0 I �s1 iu PAVED AND GRAVF'� �� \ 83 _ V- wv- -��� �S� �S �S �S �� �S �S �S-�S-��S-.��5 �S �S �RA�flBE ------ 341 _S_ 1------------------- _------------------ - VED / r - REMO � \ t 't I 1 30' ACCESS EASEMENT �`• (D.B. 2916-22) -_ � i' VERW-AL $ _ \ S \ I � SI� PAVED AND GRAVEL PRS `�_ I \ AREA TO BE '� eoL1-oFEx ------------- ---- - - tt \ 1 REMOVED RIP RAP TO BE ---_REMOVED - - - `t --------------- --- - ----- 7 /TOP -50143.37 i - GRAVEL- ----------'-'_ % z / TREE - \` � \,TRE_E_ _ ► 538rM \ IX RIP \ RAP - I DITCH 1 �\ N _ I __ L ' --6 \ �♦���\ \ +\ g� PAVED - o TREE � �., \\\ � , / I / / /' / _""" ________ �� �~\. • 1 \� �� a -------------------- I I T.M. 32-4 1 D5-- - - -- � I y N------,"''� OWNER: HTC HOTEL, LLC TREE / D.B. 3GG7-G85/' ; ; I --------------- ly %TRPoWS I I .97 ACRESit/�•..ONOONC. 1 I D ZONING:PD-MC I � /� � � III ...�� ...�•1...'���p � �e, I CURRENT USE: VACANT rr I , }�l1j� PED �/ - ��� \�\ 2- v 1 I ' I I II II II 1"P T .._.._ \ �\ \ • TREE ' I II I II I I � ♦� �v vv vvv v SIGN fra TOP -545.15H / j • II I I I 'I II I •� \\ \\ I I I \\\ \ \ CL INV -5W 53 $Q I n - -------- - - - - -- C-4- x. 3' 1Landscaping $ I 344.8 1 I I I I I I I + Landsca ing II I wwL.ocwodlII%m. of II II�.cn I 1/ 1�Y"I 1 Lmlb----------- � 345.7 DB4826 PG 352 Ex iNA I \ \ \ \ I (I TLI , PAVED Ex 6e8 T. T.M. 32-438 I OWNER: TARGET CORPORbTION ° I 5TORM .eT9- ` I` Managed I -y��"� I INV - 32 I I / D.B. 2894- 17 1 Cp 9.84 ACRES I I ��- Slopes (Typ.) I; r+ ZONING:PD-MC I I I I I \ CURRENT USE: RETAIL 51ORE 11i CURB I / I 1' ' 1 W • ' Ti4T 11 I \ I I I I H ... -•� cp I I � I �` ; I � I I ; I ; � Z F•i {+ is•I--¢�•L I I I \ \ I I I rn 58"E 252.9T'���1] }Z1�� i 1 --- / I I \ ;� 38•71L 10, C zo,.�- I I TJCPX BRICK e I Ex. 20' 1 oterline I ti `` ?�eg,�ir5.1 � li ,' / ''/ �.�'• 35.41'3A'I 1� I BLOCK BUILDING v _ ` / T I� L� �-ri (TARGET) I Easement , I , < RP ' ' iF:• =115.00' , 1 o / / ''/� L -71 64' 1 DB 482 PG 710 I 1 'IN 9�1 I/�'• T CB: = I S ,I_ i+ cl // � , I 4 ,s I I I I BENCHMARK' -1-�T 1-4 I y N AT 540.5/4 v� 1- ¢ ;I Tw- E1 A I \ V �r� TREE 1'1' 60' BUILDING RESTRICTION AREA I I \ I I / I ' INV JN- TO \ \ \ r I I I (D.B. 2678-437) I I I __� - 1 ' I INV - I / / I I \ NSTRU TION MANAGEMENT, I I 1 I I 1 ti T.M. 32-41 D4 I I _- I� N41.17 28 E 69.06 I 1 N� I I , ' i 1 - - EASEMENT (D.B. 2678-389) JN- ;a N II OWNER: F10LLYMEAD/29 LLC � � � 1 �; -�,� ,+ 1 D.B. 4654-212 I �= I 113 ACRES �1� VIRGINIA ELECTRIC IAND POWER I 4y ----I I ZONNG•PD-MC 41.1 / (D.B. COMPANY687325) NT _ _ _ _ \ r (�I U•'•! - --- '-___�___ CURRENT USE: VACANT/' T.M. 32-41 D3 r+1 I N48 42'/5"W 124.2' ----- _540__-I I I --------------- OWNER: POST OFFICE LAND TRUST ' APPROXIMAIFl LOCATION I ��APPIIOAMATE F -E LAW --- _n OF-EXTING GA NE ----------------------- II I ' OF GAS UNE EASEMENT \ I I I I S, D.B. 2904 045 PI:P i 1 (D.B. 2901-137) - I � � � �1 .74 ACRES �1 ZONING:PD-MCcpj II Vi LAMP I - I 6• APPROXIMATE L CATION \ CURRENT USE: OPEN SPACE IF I I \ � I I POSE CYPRESS �SEMENT (D.BN2 78 425) + _ I I ( CYPRESS 1 I I I /00 1 - M"' I�, �;`---'" ;;� % i(tt , I v�v +• I ��� I ,'/ % X ALL ( -1P nt.��4 ROC�14 I ___ _ - l 3•�` � , r i � i I � � I Vi - ,, ,_ / 07 I I v '"( }i F�-I � :P 114 I, +T --= �- 'SPRUCE,� ,-- �V -�'S - V A1-1��}r -' - -1 VT+r 1�r�ZFtF {�,Tij r IJ ( Y CYPRES; 0) V I 1S' CONIC , I I I ' 111PCC$� ♦ \ p -- - - - - -- 3. 6 _ --------------t2- I / ' O� 1 I I �I .. .. .. .. .. ,'t I � � �- �' / 1 CHERRBY - _________________ � 528.94 _--" SAKI -529.18H ,_ _ \ _ _ _ .♦�� tt I INV I - \ 1 ti ` 20' PERM. DRAINAGE EASEMENT ,' 8• PVC INV IN -520.04 _ - V IN -525.28' \ 1 012' ------------------ - oma'' ` 99 13 ` ,. , , 529.9 �\ (D.B. 2789-125) / ' / \ - - _____________________�V WT -51Z INV WT -825. --- --- _ _r - _ - I �� a' , t , $ � $ - S -- i 38 CONCRETE PIPE / $ $ _ _ _ _ _ _ _ _ _ _ $ - ---- --5N0 \. INV IN - S /t - S S $ S �...�� $ - ----------- - - - - -- - --- -- $ - $ S ___ _.�_____ _+- . I ��' 527.34 $ � I �`� I t t $� $ $ $ESTOP / $ $ . - _ S - -�S S- $ $ $ S `- +. Twp-s34ii Ex. 29' Land in 20' SANITARY SEVER SMT. _ ` $ - - (D.B. 2789-17.5) ------------------------ ---- - 2789 1 ) _ -__-- `.1- -� $ $ GINIC ATRICAND POWER 20' S QARY-SEWER ESMT. VERTICAL IN B -51 .0 ----------- II SIGN N EASEMENT SIGN - PIPE INV WT -51Z I Easement DB 4826 -PC -352'- --_- - - _______ (D.B. 2687-325) _ _ _ D.B 2� '' _ - POLE _-_ GUY �_.m _ _ BUY - - cur '55'02"W 254.83' - - - -- ___--------- S3 °20'46"W 24.12' x. 8' Access & so / - - - - - - - - -f - - - - - - - ORANGE PAINT _ - - - SIGN,,"' IGN Retaining Wall Easement ORANGE PAINT DB 4826 PG 352 / STORM MH CURB k GUTTER IN IN -6 8.55 TOP -536.09 TOP 536.10 IN DI CURB $GUTTER INV OUT -516.45 INV IN -530.24 INV 0117-530.25 a SANITARY MH INV WT -530.19 I Top 38 -5.16 IN IN 527.21 U.S. ROUTE 29 INVOUT-527.24 SEMINOLE TRAIL SOUTH BOUND LANE IVARIABLE WIDTH R/W I I I :AF NLTH 0, O � U JUSTIN A SHIMP a Lic. No. 45183 �y V, ��sS10NAL ST -8 New DI -7 O T p=548.5 —Irv.-5420— Connection 20 Connection To Future Hotel Site R25.0' Matchline BRICK & BLOCK BUILDING (TARGET) 60' BUILDING RESTRICTION AREA (D.B. 2678-437) `\ \ �VAL1ER VE 4- / \ \ \ \New 10' `\ � DI -3C Tie Into `, \ Matchline ST 11 _ __zE 6 C7 --T-- PAVED 20 M SEWERAEAITARY SEMENT R7O.O' \ \ (D.B. 2916-22) Ex. CG -11 , _ Standard 24.0 / Entrance ` 30ACCESS EASEMENT \ (D.B. 2916-22) R65.0' New CG -2 T-10 .0' \ R25. r1 ` To =54.15 Mew °10' Inv.=541.23 \ 5' Concrete OSidewalk - 2 .0' ST -7 ST -9 TREE TREE 6-0 TREE 6"O ` ST Chpnnep-Rap EXRIP 9" TREE TREE \ DITCH Matchlin ° o d o 6 I 03 s IJ Q o= a aW I APprox. ____—_------ Location of — — Ex. FHA 1 Appr x. \I\ LocaUon of I O I \ \ Ex. 8f'x6" Tee I I 20' Wide Gravel Road I � I Ex. 20' aterline Easeme t DB 4821 PG 710 VIRGINIA ELECTRIC IAND POWER COMPANY E SEMENT (D.B. 2687325) APPROXIMATII LOCATION OF GAS LINE EASEMENT (D.B. 290$-137) 9" , CYPRESS ` I'SPRUC� , `\SPRUCE,/ / 9- CYPRESS i - ------ - -_ - CYPRESS 012" 12" I ,' OAK OAK O ` ^` BUSHES & I ' LANDSCAPING I ,' 20' SANITARY SEWER ESMT. STOP (D.B. 2789-125) — — — — — — --- - -- � -�'- SIGN P New CG -1 Standard Entrance 0 &0 CYPRESS \ R Yppp/PESS , i � 1 - "° v, z e New 5' ° Sidewalk o �o 2 .0' ° 35.0' / R59.0',, I � I I IDumpser X11 I Enclosire o oz � N T7 \�/> < (D � N� F.- ` Zl - P LE GUY GUY � GUY POST ORANGE PAINT \ 24.0 (0•Q RA/Nq Flush � /V,- Cur VT Cur 7777T20' O WIN w NU r Z w N� N W W � Z � Z `.' W w� a° Z w 1 N o 01 � N C\ N W w � �> � W w Z � � w �W 0 �+ W -i � Q w 0 R1 10' d° o 0,0 �• 12.0' 0.0' a° 0 Drive -Through ° a4 5.0' Window 2J0' 18.0' o' 19 BOJAN GLES' j 0 ==3 --° a 4 9.'SP CES I RESTAURANT N w Flush Stamped 4PROTOTYPE Concrete Crosswalk a 130-8 d° ,a 3516 SQUARE _= FEET ROCK f 10.0'14 I 20' PERM. D (NAGE EASE E� (D.B. 89-125) O\--VRGINIA ELECTRIC AND POWER COMPANY EASEMENT (D.B. 2687-325) U.S. ROUTE 29 SEMINOLE TRAIL 41 SOUTH BOUND LANE VARIABLE WIDTH R/W New CG -12 < � = Type B d Drive-Thru = Menu Board Speaker Post &Rain Guard 1 d ` a ° d°and a ° d ° e ;e4 c O O 19.5P d 3.0' d New CG -2 a P 20' SANITARY SEWER ESMT. SIGN (D.6. 2789-125 — — — - g � $ N ORANGE PAINT ' 3' Grass Strip 6-0 \ \ _ - TREE 6-0 TREE 6"O ` \ � EX. RIP TREE 9"P \ / DITCH TRE \ � �-•- Matchlin / PAVED � TRE IP9. \ '�• I TREE � Standing Block �'••� I \ �� • � Retaining Wall O Eagle Bay Diamond \ Pro or Approved ' D �•• Equivalent. James �.••� \ River Color. I I \ ICD 4" I TREE I , 1 �•. RIP E�I � / i I �'••�•. \RAP TREE -fes IJ� _ I ]p 4-±P �.../ J 14 I ' �-► .� I I�.........�...� TREE I 14 L 1 Ex. 3' IS 1 \ os" I Landscaping 1�-I TREE I� Easement '� + I � DB 4826 PG 352 ��► T, =F• I� ZIT •CN \ I I � I� �IJ-I � •� L4-1 I Existing 6' Rock WallI +1 r► 4-1 r `� I Note: Pond Viewing Area 1311-I- � I� IRC:p tanding Block f etaining Wall Eagle Bay Diamond , Pro or ApprovedF11 F: I �f Equivalent. James +cp �' c:p River Color. L1 1 �-+ ►-+ I 00 000 I H� is 0 -LIIBJ IP '-I-' �_ �d I� Align new retaining wall with face IBJ 4-4i i X11=1 of existing concrete headwall. Install paver veneer on face of►+1 1J� I existing headwall using Eagle Bay 41 Cottage Stone 6"x9" paver in 4•' \ James River color. Align face of \ I -I- new retaining wall flush with face] 1-I I -I -I of pavers.DB r I TREE _ STORMWATER MANAGEMENT, CONSTRUCTION & LANDSCAPE 149. EASEMENT (D.B. 2678-389) 1: } i ll i� 1:;j- o � r �-N Ipc tj� Iz, PI ij EE 4 +� I LT I—I—' _t ROCK ••Q1 -j 14 Il -1 J -i I+I�—j }1�_ ja -mo=t--1.1.-Zi ►�•..�L-� TRIPLE EE � ❑ ew 3"BL onument CH RY ign — -- --- 0 '--w-_Ex. 29' Landscaping — --� - Easemgrlt DB 4826 PJG- 352 — - \� Ex. 8' Access & Retaining Wall Easement DB 4826 PG 352 • • • • .1 Scale: 1 • LL 0 0Z Q _ J L� I ^ Z � W � L 0 W > W W J LW Q I_ 5 J _ N U V,ALTH Op Gl O � U JUSTIN M. SHIMP a Lic. No. 45183 II ��sS1�NAL V,�� PAVED I I I I E E o E Of E I o�jUUU o � Q � Q Q � o o : rT� v_� •o •v� :v� � by > Cl) clf .0 Cn �N�14 Ln CO W Q Z J 11 Q Date 06/09/2016 Scale 1 "= 20' Sheet No. C4 OF 13 File No. 15.039 ew c;u ------ INV= INV= _------------------------------------------------ 547.70 / _ _ _ - 539.80 l O 2 S _----- VALVE / WATER nV. U - 4U.(S InV. VUI=J�FL U _\`-- ---------- - - - - -- v N 0 6" O _ �Q - 77__ _ NCE TREE o�G. - _ I\ Z \ Z New 24' _ 536.39 N \ _ TREED INV W N tY _ New i Ra s"E w ----- ------- - - - - -- I VII e I\OL7�----------------------------- r7 `v i' - ------ST - Chofinel ,' EX. RIP \> E -- - TREE \ \ W RAP ,� � � Z / DITCH __-- _---- �- � � !L M (7 New 10' \ �•.. --__-_ --- __\ Z ----- ST00, -8 80 LF 24" HDPE Culvert S --- ' ,5;° _---------------- ., w w DI -7 --- Inv. In=542.0 DI -3C / - -- \ -------550- �Mqtchline - - --- / ._ .. -` _ _ chIi'n \ Z a Inv. Out -541.33 T p=548.5`' ST -11 _- - - - - -- -- �s----- \ I -_-- _ -...� INVERT=_ w o 1 I v.=542.0 ` 50 - PAVED �� ` 9�� \ Q ado 87 / z iA ° / _ \ G PAVED 96� G Z 48 TREE ��., �� �v �v�` O F S - S - S S - S 4944 ----'- -1"------ -- _ _ ----__ _ \`\'''�. 111 \\TREE \ ------540---- �� \ S - S - S _ - 25.5 LF 15"Fh@PE Culver , - , - _ _ \ --�-- -- -- - - _ - - - 4891 Inv. In=5429 - 49. - 1 v. -6trt= 5� /°e � 1 _ _ _ _ _ _ _ •\�, i '1 , � O cv 57 e/ w/ 2 �, ; \ m -----SI-10 48 _------------- --- -----_ N ' Pr Vete 'ROL.I ' � :5 STOP " - - / �8 D IPE' GN 2_00- - - / Q 13% fiew`10' o . I -_ - __`s3p\\ ---------- > ° v.=541.23 - --- �/> I / --_ ---_ -- -\- - ---- \ - W 5 -LF 24" --------------------------- _ - 5 �' - ` ---- - 4" --- 1- > -' _ „ - - TREE \ Z 0) HDPE vert 23 LF'15 _HDPE Culvert 6"0 TOP=545.37 ' w I- " ST -7 I In=541.23 _ S-T--9-inv._In=542.4 --__ TREE ---- i I ------------- TRAN5R 1 �o ON CONC. I nv.-0 - 40:8 Inv. Out=54-2:0 - ---- _ ----__ ____-- - - - -- 44-... 6*0 - - - - - TREE - - - _ �.. RIP ` \ - _ - - - - ENCE DAG / ri I - _ "�..P ` 6" O I _ " - - - _ -TREE ° 6» - - _ _ \ ` ` & `' SINV- ` 5% i T :5'41. TI 36.0 �f +1 IS I _+ ' L� ..-_ . y I , TREE TEL. I W cv a New W/iDp na�� - - - TREE - '� I I `' PED. 1 - - ST- Ex. RIP s I B :30.0 - - Z� - +- v B 0 - - _ -_► _ e _ - Ch nnel ,' _ �I I-1- � - i I PED. _ RAP - / DITCH TRE /� 1 • �38 �I \ - - -- '7 i Matchline -- --- ,..., _.: - _ chlln ; s,i+ -- -'� -- ` INVERT= G ob I I�j ` � 47 - _ _ '•` 536_04 � � � _ I � LTH 2' I -i-+•.-...- _ �� `� TREE 1 T LIMIT I �� 4-t O SIGN I ` SANITARY MH 1 I I II �' ` ` ` U TOP=545.15 �+_ `� JUSTIN M. SHIMP y y L N 45183 $ 3 N CL INV=536.53 - - - ' � 1C. O. - - - - ; - Ex. 3' T ► OTREE\\ I 544.6 \ I 1 J -17 F o - - - - I I I -I -I Landscaping New 8"x4" - J i - T + w W Reducer r o I I I=I I-+ Easement +- �, ` ` m O �o�ailo� ° 545.7 I +1 DB 4826 PG 352 � Ex. FHA # I 1 I .I I I I -T-LI 14 \ \ \\ \ \ I IpNAL ApprJx.n t N I II W 36.0 lyl \ \\ \\ \\ \\ \\ \\ PAVED Loc °t++o o I o d I�- I j"j 1 \ \ Ex. 6f'x6" T W 30.0 STORM �iFl 1 TOP=545.2 I CL INV=538 32 - Concrete Pad T+I o "? Seating Area �I�-+ �_ vI 40 14 N i 10- Risers o i' ' 5' de rought Iron I-II +� I 0 Safety Railing F� P/P WrouA Iron o I �+I +� �- E I e afe Railin - I S__ Q) o CURB ew 1 DI -2C y g l I 1-+ �, U I With ralte _ - - }Z I J E o To -53 .3 ST 5 I�-1� �I U U 544 v=533.36 88 0 a, , I I - ►+I + I - m =can can c-) Imo+ X3810 Wall i I� -I ISI a a a Q `L U o i i i Height=4.0 i I 4' �I o a� a- a - New �`'DI 2% " 1' E -I IJ' -- _ �I � a Wa -line °► +�I =I o GAS CRE GAS GAS GAS �i P1PE ,' OO :/, I 1-I I� I ------ -14- Q > •> cn cn m - - - cn ci I P - Ne W � r- - _ GAS GAS cD ,' ,' ,' ,'i I O I O > N N New 4" GV Water Service Line - cas cas GAs �' `� a i ,' ; i - �I-F IZI � o BRICK & Ex. 20' aterline w - w w - w - w - w = w� - w w - w 50 - 4 , _ BLOCK BUILDING Easeme t and BOA V' 1-{ I -i -I (TARGET) ,' 4 64 _ Jy ' 3$ 7" RISer ' RIP % _ I I�I DB 482 PG 710 - - � '' l I 3 9 10 _ `� . 7 �,� _ ' (' I I I'�I 1-i �^ co CO co A w �1 ' \D x 3890 I- 900 :2% a 9 7s 9c�o` 1 i i O i- L� I-+� -I o oM N C o rn EX O � �" New 4" New 1.5" eplaCe° i I -I -I +J 111 (.0 0 0 0 0 �° Elbow �� WM Vault 0 2% 114 LF 6" MH Top 1 ;I� L} I+{ e Wa11 \I New 4" GV 2 Roof Drain 1% Grate In P �� i'6" OI I RM H Hel h - DBL Inv. In=535'0 I T -540. �\ TREE IJ -I i� �} I-4' a)L(6 Reduced To 24 a ° /� _ _ _ Inv. Out= 34.0 V OUT 531.13 ' l 40 �" 37 N Grease NeW 4 ' � ° , � / ° INV N 534.7 \ v 2" Copper, Fo 39 PVC C/0 In - In erce for ° - Service Line x p 14 -IJ I_ ' I - (See TD -12) New San. New 4" PVC Sanitar Lateral°4 0 I� ; °� '� i I� I +� I Sewer Manhole ;2.7% New New 4"--' val -� I -fes �+I-IJi I 1 PVC /0 PVC San. Lot. 75 / i t' 25 9 39 -i ---- --- _ / �_, 1=11- /°�Io O _ h° 2% I� __540-- --\ - LL -- - - -- pp I I I I I 1 / /R old° J !t 2% I ° � ° 2% ` ° -► 8° 65 5 i R K I� I 38 8 4 +� � 41 � Q __ / LAMP 9 E== 6" I _ n j POST � � - � � CYPRESS � ��-� VQ 60 4 ' INNINNIN 9" N 38 oo 82 3g's °8 °39 , _ _zc ;�` I ° "E� y CYPRESS . I -------------- = A10 ' ROC lilt 4" I� _ vWALL i-1 - - _ 3. `� ' �' / CYPRESS IIFti 6 ' __ ° / ROCK 1�- - �I 1 7 tj C / D I Soo New 10' Shallow ° < ` C / Q3< ��° ° 4 I H I h \ O' �\ \ =I -rte I� 1+' I- t 3-} I+ _LLU SPRUCE, .' - i ' I t4- I t oo - - t --�--- \�, Box DI -3B 4 11 Ilt���� ,_ - - - ° j 1-{ 1-h I -h - -L4 14 [�� r I _ . - 1-I L+ CYPRESS � '� i ; � I s" ESE�s ss i s 7a - - - - - -Tod , `�37: 36 ° ° 38 � 39 �0 3950 $ ea a'� O � � � � �t � - I ��.1� �..,.� :3 9 38 38 38 37 54 Inv=534.10 ST -4 e5 14 ����.®;� `` ° TRI LE - - - - 6" r' 15" CONC. i _ _ - 37 < $ °e EE - - ------ ==------ ' CYPRESS �, x + x x x ST -3 °3$° s 37 -- ___------ W ---------------- i� , v _ 1 18 °------------PIPE------------� , % -- �s, / 6 37 ° ° >� , --- 36" CONCRETE W ,' „' , ` ° 82 LF 18 HDPE -4 ° ° \ \ �� , New DI -3A ° -2 3�eL� _ _ - - ----------------- - - - - -- 11 4 Storm Sewer © 0.5� ------ ---- W � 11 ` ,' I STORM- CTURE � "SANITARY MH I 012" 12• ,,/ To =538.64 TOP=526.94 - - TOP=529.18 OAK - - OAK- ' ` ^` INV IN= ' 1 ,' ' i CH RY - - _ _ 8" PVC INV IN=520.04 _ " - " - INV IN=525.28' -- - - - - ---- - - - - -- 0, ,�' 529.69 t\ Inv. In.=534.00 ° 80 94 38 48 3 98 37 90 37 s4 0 Inv. Out=533.80 , ' �� � ` INV OUT -51799-" INV OUT=525.13 - -- _ S S -S -S_=� -O W ES & ' '� ` ` 1 36" CONCRETE PIPE , ' i - - �� S S S S - - - - - - - - - __-------__ LANDSCAPING y�° " �` INV IN= Ne 3 S S $ _-------- , S SS `-- - - - - -- ---- ��, S S _,.,,. S S S - - - - - �� _ _ , Top= .35 MH _ STOP , `.�.� S S S S �- - - - � � _ _ _ - - - - 4" _ ' P=534.4 I Ex. 29 Landscaping - (� -------------- SIGN vr� ` _- -F ��, _ ," andon Ex. San. Inv. Out "v - "' ' I- Easement DB 4826 PG 352 J RED PAINT _ S GN PIPE -- - - - - - - - - - - - - -- __------- -- - POLE - --___ __---- Sewer Lateral _---' - �� Uj P LE GUY GUY - - - - M e D GUY Stubouf_At-S-cm.-Main x. 8 Access & -- -- -- -- - - - ` `, -1 ° t Retaining Wall Easement 0` Z J POST ORANGE PAINT _ - g ' ",' DB 4826 PG 352 -� _ _ " - - ORANGE PAINT STORM MH TOP=538.71 DI DI ; CURB &GUTTER CURB & GUTTER INV IN=516.55 TOP=536.09 TOP=536.10 INV OUT=516.45 INV IN=530.24 INV OUT=530.25 D INV OUT=530.19 "' SANITARY MH I INVOIN=527.21 U.S. ROUTE 29 Date INV OUT=527.24 SEMINOLE TRAIL c � SOUTH BOUND LANE 06/09/2016 I VARIABLE WIDTH R/W Scale 1 "= 20' Sheet No. I20 0 20 40 60 C5 OF 13 File No. IScale: 1 "=20' 15.039 z Z N WATER 2500 P.S.I. CONCRETE THRUST BLOCK 4' [Y' RADIUS a• d ' SURF BSEI A SPECFOATON REFERENCE 105 502 PLACE 5' GALVANIZED WITNESS " POST WITH eCAPPED ENDS PAINTED BLUE IN REMOTE AREAS of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT - TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE a ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 I 4 2„ R • 6 0 "- 3" i •.d SEE 40TE4 .a•.a-a, a. a• 4 OUT E r1" N E (n E to 0 n = N E w In m En w \E J� OJ �n VY O Ew UY va E v E En -a rch _U "w o0 Ix c E os o E A Et3 O_ NooE N Nn o Lu w J p v� O a- :5 o 6- GJ \zUJ o E � E In E an J L 1� •p -> _ e U u E ^'O_j < E \m zo 00 E Nu -Om IF FT O 01 z oEoE s gE E g E U \W \f^O 0f0 \N �� CA N t00 n u M" w N N N Q ir LL O Ot I TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -29 CG -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PND FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO 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 IN THE PRICE 81D IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIRETSCG-6 AS SHO APPENDIX EA OFFTHE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE 8" VDOT 21A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE VARIES q , 4" DIAMETER BRANCH VALVE BOX q 5'0' R�/US I/Z WIDTH OF ENTRANCE - 4'-0" MIN. LIMITS OF PEDACCESTRIAN PEDES4' DOGHOUSE OPENING SHALL °' : "° :' i+ MIN. 12" CLEARANCE M.J. PLUG 44" MIN. EXPAN ON @qOk o 0" ROUTE ® _ _ _ _ ROUTE Ej SAW CUT TO FIT PIPE °F NON -TRAVERSABLE 5'-0" "0" RING SEALS sive z WATER MAIN RESTRAINED JOINT FITTINGS 4 ON-LINE .. d 6" MIN. 17.5" 6" MIN. q o q (TYPE "B") SOLID CONCRETE BLOCKS W VARIES THREADED COUPLING CURB INCLUDED IN z v PVC NIPPLE AND CAP PVC SLEEVE BE CONSTRUCTED AS SHOWN WITH TH 3,000 PSI CONCRETE or w vi o BRASS NIPPLE AND CAP w T LUBRICATE ALL THREADS a 18 MIN. I_ f 17.5"� { 37" MIN. MINCBEDDING WINGNUT LOCKING ASSEMBLY 12 MIN. I - LL -BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W -7B TD -15 z Z N WATER 2500 P.S.I. CONCRETE THRUST BLOCK 4' [Y' RADIUS a• d ' SURF BSEI A SPECFOATON REFERENCE 105 502 PLACE 5' GALVANIZED WITNESS " POST WITH eCAPPED ENDS PAINTED BLUE IN REMOTE AREAS of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT - TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE a ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 I 4 2„ R • 6 0 "- 3" i •.d SEE 40TE4 .a•.a-a, a. a• 4 OUT E r1" N E (n E to 0 n = N E w In m En w \E J� OJ �n VY O Ew UY va E v E En -a rch _U "w o0 Ix c E os o E A Et3 O_ NooE N Nn o Lu w J p v� O a- :5 o 6- GJ \zUJ o E � E In E an J L 1� •p -> _ e U u E ^'O_j < E \m zo 00 E Nu -Om IF FT O 01 z oEoE s gE E g E U \W \f^O 0f0 \N �� CA N t00 n u M" w N N N Q ir LL O Ot I TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -29 CG -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PND FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO 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 IN THE PRICE 81D IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIRETSCG-6 AS SHO APPENDIX EA OFFTHE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE 8" VDOT 21A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE VARIES CG -9D 4" DIAMETER BRANCH VALVE BOX AND VALVE 5'0' R�/US I/Z WIDTH OF ENTRANCE - 4'-0" MIN. LIMITS OF PEDACCESTRIAN PEDES4' DOGHOUSE OPENING SHALL °' : "° :' i+ MIN. 12" CLEARANCE M.J. PLUG ACCESS MIN - - • VARIES EXPAN ON @qOk o 0" ROUTE ® _ _ _ _ ROUTE Ej SAW CUT TO FIT PIPE °F NON -TRAVERSABLE 5'-0" "0" RING SEALS sive z WATER MAIN RESTRAINED JOINT FITTINGS 4 ON-LINE EXISTING OR PROPPED Ix U SIDEWALK OR SID Ey/ALK SPACE (TYPE "B") SOLID CONCRETE BLOCKS W VARIES THREADED COUPLING CURB INCLUDED IN z v PVC NIPPLE AND CAP PVC SLEEVE BE CONSTRUCTED AS SHOWN WITH TH 3,000 PSI CONCRETE or w vi o BRASS NIPPLE AND CAP w T LUBRICATE ALL THREADS THRUST BLOCK OR PROPOSED VDOT RIGHT -OF WAY. NEOPRENE SECURED BY 2 NON- MINCBEDDING CORROSIVE STRAPS, 1 ON METER BOX (SEE FIG. W-7) VALVE X DETAIL TO BE USED WHEN THE COMBINED WIDTH OF 12" MIN. CAST -IN PLACE 1 w UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71. NO. 57 STONE M.J. FITTING INLETS, OUTLETS TO BE SEALED & GROUTED NOTES: 8" FLOW LINE Z 15'� 2" PIPE SLOPED WIDTH OF GUTTER TO DRAIN IF ENTRANCE WIDTH " = GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS `~'• PIPE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT �, • �'. , p WATER MAIN AND VALVE 2" THREADED TAP PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A THAT CAN BE APPROACHED, ENTERED AND • b'. t•. • • �. ARE SAME SIZE PLUG USED BY PEDESTRIANS. DEAD END A a a a o a o e e e (TYPE "A") HALF PLAN IF PEDESTRIAN ACCESS ROUTES RE ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION B -B TYPICAL BLOW -OFF ASSEMBLY REQUIRED WITH A MAX. 2/. CROSS SLOPE. NTS WHEN USED IN CONJUNCTION WITH STANDARD I'•-2`0"1 FIG. W-8 CG -3 OR CG -7, THE CURB FACE ON THIS TD -19 z Z N WATER 2500 P.S.I. CONCRETE THRUST BLOCK 4' [Y' RADIUS a• d ' SURF BSEI A SPECFOATON REFERENCE 105 502 PLACE 5' GALVANIZED WITNESS " POST WITH eCAPPED ENDS PAINTED BLUE IN REMOTE AREAS of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT - TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE a ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 I 4 2„ R • 6 0 "- 3" i •.d SEE 40TE4 .a•.a-a, a. a• 4 OUT E r1" N E (n E to 0 n = N E w In m En w \E J� OJ �n VY O Ew UY va E v E En -a rch _U "w o0 Ix c E os o E A Et3 O_ NooE N Nn o Lu w J p v� O a- :5 o 6- GJ \zUJ o E � E In E an J L 1� •p -> _ e U u E ^'O_j < E \m zo 00 E Nu -Om IF FT O 01 z oEoE s gE E g E U \W \f^O 0f0 \N �� CA N t00 n u M" w N N N Q ir LL O Ot I TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -29 CG -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PND FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO 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 IN THE PRICE 81D IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIRETSCG-6 AS SHO APPENDIX EA OFFTHE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE 8" VDOT 21A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE DIMENSION B CG -9D 1 1/2' 3'1' a.• • e, A WIDTH OF EN RANCE 4'-0" MIN. 5'0' R�/US I/Z WIDTH OF ENTRANCE - 4'-0" MIN. LIMITS OF PEDACCESTRIAN PEDES4' DOGHOUSE OPENING SHALL °' : "° :' i+ MIN. 12" CLEARANCE fRg1I ACCESS MIN - - 12' MIN. 1 EXPAN ON @qOk o 0" ROUTE ® _ _ _ _ ROUTE Ej SAW CUT TO FIT PIPE °F NON -TRAVERSABLE 5'-0" "0" RING SEALS sive z 4' o" MI 4' o° MM. SLOPE r 12" THICK VDOT 4 No. 68 STONE BEDDING EXISTING OR PROPPED Ix U SIDEWALK OR SID Ey/ALK SPACE SOLID CONCRETE BLOCKS W PEDESTRIAN ACCESS ROUTE DETAIL � ��f��ls��liiiY7 CURB INCLUDED IN z v FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE EXPANSION JOINT ENTRANCE GUTTER BE CONSTRUCTED AS SHOWN WITH TH 3,000 PSI CONCRETE - w vi ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. w OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING C wo OR PROPOSED VDOT RIGHT -OF WAY. NEOPRENE SECURED BY 2 NON- MINCBEDDING CORROSIVE STRAPS, 1 ON NOTE W/ N0. 68 STONE UNPAVED SPACE �" Z DETAIL TO BE USED WHEN THE COMBINED WIDTH OF 12" MIN. CAST -IN PLACE 1 w UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71. f� w 0 INLETS, OUTLETS TO BE SEALED & GROUTED NOTES: 8" FLOW LINE Z 15'� MANHOLE SECTION WIDTH OF GUTTER 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. ENTRANCE WIDTH e DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS . ' BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT �, • �'. , p EDGE OF PAVEMENT -""FACILITY PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A THAT CAN BE APPROACHED, ENTERED AND • b'. t•. • • �. SHOWING "DOGHOUSE" INSTALLATION USED BY PEDESTRIANS. A a a a o a o e e e TD -26 HALF PLAN IF PEDESTRIAN ACCESS ROUTES RE ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION B -B REQUIRED WITH A MAX. 2/. CROSS SLOPE. Ud WHEN USED IN CONJUNCTION WITH STANDARD I'•-2`0"1 CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. ' �• , p• -)IPO% TO 10% CHANGE PARABOLIC FACE OF CURB 6"�UNPAVED�SIDEWALK SPACE 1 CURVE • e. �• J' ' SPACE Ji ® • a • � • e • � . � ' NORMAL GUTTER 12% MAX. SLOPE ® - - - x x p. • o. s. I ---- - - - - -- **� SECTION C -C e �. 7" .,.I I��' G CLASS A3 (H.E.SJ CONC. 6" E I S BASE TYPE I SIZE 21B 5'-0" FOR CURB AND GUTTER ONLY 4.-2'-O"t I I &POINT OF GRADE CHANGE ' �' p' • �• FOR SIDEWALK, CURB AND GUTTER .• , BUILT CONCURRENTLY x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS SECTION A -A x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIMCATON STANDARD ENTRANCE GUTTER REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.03 203.0 1 z Z N WATER 2500 P.S.I. CONCRETE THRUST BLOCK 4' [Y' RADIUS a• d ' SURF BSEI A SPECFOATON REFERENCE 105 502 PLACE 5' GALVANIZED WITNESS " POST WITH eCAPPED ENDS PAINTED BLUE IN REMOTE AREAS of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT - TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE a ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 I 4 2„ R • 6 0 "- 3" i •.d SEE 40TE4 .a•.a-a, a. a• 4 OUT E r1" N E (n E to 0 n = N E w In m En w \E J� OJ �n VY O Ew UY va E v E En -a rch _U "w o0 Ix c E os o E A Et3 O_ NooE N Nn o Lu w J p v� O a- :5 o 6- GJ \zUJ o E � E In E an J L 1� •p -> _ e U u E ^'O_j < E \m zo 00 E Nu -Om IF FT O 01 z oEoE s gE E g E U \W \f^O 0f0 \N �� CA N t00 n u M" w N N N Q ir LL O Ot I TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -29 CG -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PND FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO 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 IN THE PRICE 81D IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIRETSCG-6 AS SHO APPENDIX EA OFFTHE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE 8" VDOT 21A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE DIMENSION B WITH PART V, SECTION G OF THESE SPECIFICATIONS. 1 1/2' 3'1' a.• • e, 3'8' •4 SET DOGHOUSE BASE a'b EXISTING SANITARY 5'0' ON CONCRETE BLOCKS SEWER PIPE 3' 5' MIN, DOGHOUSE OPENING SHALL °' : "° :' i+ MIN. 12" CLEARANCE 61 MIN, BE PREFORMED BY ° BETWEEN EXISTING PIPE °"" 1•• 12' MIN. 1 MANUFACTURER OR AND STONE BEDDING GREATER PR❑P❑SALS WILL BE SUBMITTED, THAN 4' SAW CUT TO FIT PIPE CONCRETE SECTIONS OUTSIDE DIAMATER '" "0" RING SEALS PLUS 6". MINIMUM ELEVATION r 12" THICK VDOT DIFFERENCE ACROSS M.H. 5" 4'-0" 5° No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER WDOGHOUSE MANHOLE BASE � ��f��ls��liiiY7 WALL (4 EACH)ACH) FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH TH 3,000 PSI CONCRETE - ON S -1-A OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- MINCBEDDING CORROSIVE STRAPS, 1 ON NOTE W/ N0. 68 STONE EACH SIDE OF OPENING SPECIFICALLY DETERMINED 12" MIN. CAST -IN PLACE 1 MTA V .:• 3,000 PSI CONCRETE BASE f� FOUNDATION SECTIONVIEW INLETS, OUTLETS TO BE SEALED & GROUTED NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW MANHOLE SECTION FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1-A1 TD -26 550 545 540 535 530 525 520 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4- PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LIN 2' MIN F1 1 /SALT TREATED FINISHED GROUND MARKER R SEWER SERVICE LATERAL CONNECTION n N. T. S. FIG. S-2 TD -31 WATER MAI n VARIES KtJ IKAIINtU JUIIVI I-II IINUI ) VE BOX TO METER BOX (SEE FIG. W -6A THRU W -7E). ES \"--2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. -REFERTO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. 9+50 10+00 10+50 11+00 SAN TARY SEWER PROFILE C6 VERT: 1"=10', HORIZ 1"=30' C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN, 10' MIN. 61 MIN, MIN, 12' MIN. 1 6' MIN, GREATER PR❑P❑SALS WILL BE SUBMITTED, THAN 4' CONCRETE SECTIONS 12 -M I N "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5° FROM INLET TO OUTLET SHALL BE 0.20 F4TH DEPTH OF FLOW C*jVARIJES ■■ � ��f��ls��liiiY7 DIAMETER OF CONTRIBUTINGTSEWER.TIA - FILLETED INVERT FOR2" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MINCBEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. MTA V .:• WHETHER MANHOLES SHALL HAVE f� 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 9+50 10+00 10+50 11+00 SAN TARY SEWER PROFILE C6 VERT: 1"=10', HORIZ 1"=30' C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN, 10' MIN. 61 MIN, MIN, 12' MIN. 1 6' MIN, GREATER PR❑P❑SALS WILL BE SUBMITTED, THAN 4' v DDDR HINGES L- - - - - - - - - - - - - - I I I I I I I I I I I I I LIFT HANDLE L - TYPICAL METER VAULT N.T.S. FIG. W -7A TD -14 SIDE VIEW .75DIAMETER DRILLED OLE FOR TOUCH READ NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH LARGE METER SERVICE LINE 550 555 545 550 540 545 535 540 530 535 525 530 11+50520 NTS FIG. W -6C TD -12 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2'-0" RUBBER COATED STEEL ° STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 -M I N "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5° FROM INLET TO OUTLET SHALL BE 0.20 F4TH DEPTH OF FLOW C*jVARIJES CHANNEL TO BE F3/4 DIAMETER OF CONTRIBUTINGTSEWER.TIA - FILLETED INVERT FOR2" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MINCBEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A TD -25 10+00 10+50 2 WATERL NE PROFILE 10' 5" 24" MANHOLE 2' 0" FRAME & COVERS 2' 0" (MH -5900-F) N•----------- ------- -- - --------- --------- -- -------------------- CV BOOT FOR 0 4" OR 6" o INLET PIPE' cV � - cV - i .... oo (fl MINN.. 000000 li "Io�N oo o"• o• ' C14 BOOT FOR 4" OR 6" nl---------------------------------------------------------------------- OUTLET PIPE IF if STRUCTURE DESIGNED FOR PLAN VIEW MAXIMUM 8 FT OF COVER VAULT REINFORCED RISERS 5,000 PSI REINFORCED TO GRADE -"--"--"..... FOR H2O TRAFFIC '�---�---�--��--' CONCRETE LOADING BY OTHERS 00 6" VENT N BLOCKOUT • BOOT FOR4" THICK BOOT FOR 4" OR 6" CONCRETE 4 OR 6 iD n INLET PIPE BAFFLE OUTLET PIPE WALL 8" x 30" L"FLOW PORT 6" SECTION VIEW NOTES: 1. VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY 25,000 LBS. 2. MANHOLE FRAMES AND COVERS SHIPPED SEPARATELY FOR INSTALLATION BY CONTRACTOR 3. RISERS TO GRADE NOT INCLUDED CLEAR FLOW SCALE NONE DATE: 11/21/07 DWG: GT -1600 H2O eY C P & P 1,600 GALLON H2O CONCRETE PIPE & PRECAST, LLC GREASE INTERCEPTOR 800 648 - 2678 ALTH of Gr O � v JUSTIN M. SHIMP a Lic. No. 45183 � w� ' SIONAL 555 550 545 540 535 11+5U30 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-, 'IAL BACKFILL 4JMI 8" 8" MIN MIN. #68 STONE FILL AS -_D BY ACSA zr >;;<°_"': ABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 - �MA Ud 10+00 10+50 2 WATERL NE PROFILE 10' 5" 24" MANHOLE 2' 0" FRAME & COVERS 2' 0" (MH -5900-F) N•----------- ------- -- - --------- --------- -- -------------------- CV BOOT FOR 0 4" OR 6" o INLET PIPE' cV � - cV - i .... oo (fl MINN.. 000000 li "Io�N oo o"• o• ' C14 BOOT FOR 4" OR 6" nl---------------------------------------------------------------------- OUTLET PIPE IF if STRUCTURE DESIGNED FOR PLAN VIEW MAXIMUM 8 FT OF COVER VAULT REINFORCED RISERS 5,000 PSI REINFORCED TO GRADE -"--"--"..... FOR H2O TRAFFIC '�---�---�--��--' CONCRETE LOADING BY OTHERS 00 6" VENT N BLOCKOUT • BOOT FOR4" THICK BOOT FOR 4" OR 6" CONCRETE 4 OR 6 iD n INLET PIPE BAFFLE OUTLET PIPE WALL 8" x 30" L"FLOW PORT 6" SECTION VIEW NOTES: 1. VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY 25,000 LBS. 2. MANHOLE FRAMES AND COVERS SHIPPED SEPARATELY FOR INSTALLATION BY CONTRACTOR 3. RISERS TO GRADE NOT INCLUDED CLEAR FLOW SCALE NONE DATE: 11/21/07 DWG: GT -1600 H2O eY C P & P 1,600 GALLON H2O CONCRETE PIPE & PRECAST, LLC GREASE INTERCEPTOR 800 648 - 2678 ALTH of Gr O � v JUSTIN M. SHIMP a Lic. No. 45183 � w� ' SIONAL 555 550 545 540 535 11+5U30 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-, 'IAL BACKFILL 4JMI 8" 8" MIN MIN. #68 STONE FILL AS -_D BY ACSA zr >;;<°_"': ABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 REFERENCE SHEET C9 - OFFSITE LANDSCAPING _ I o Imo, _ �\ `\ \ \� I , \ \ \ \ 401 I 1�+d IZI1�\`�J I 1 Ln Ln I I I 1 I 3\ I I I�I 1 o \ 1 H I I C I \ 1 I F I I ` I CURB p ��fI I 544 / 11={ p q 1ZI l I v f— GAS GAS GAS GAS �!( rr I�I J i � 4 ED I — — — - - - - -AS 6,R9 — — — �' _ I — _ I AS 1 \ � GAS GAS GAS ERM C�I i iD.B A/y v — R qG �J ®, .•� OI11-I PJ BRICK & I Ex. 20' aterl ine `� W W _ W _ W �� W W 2�g e�s SFME / �-I 1+1 44 s, _ BLOCK BUILDING I Easeme t O° O° R 1+I-1�i X11 (TARGET) 1 DB 482 I PG 710R �'- ���I ' • I °�7�' ` . I ��� 0000900 ' • �' IS1�� 1+I O _ — W W J ,, Q I _ �Cf)14 I-I- I 10 a � OI t / — I N � O I a \ O 4- -FJ ® 41 1 I� _ — �� ORM H QUID 1 M I ° TREE IJ -I L} 60' BUILDING RESTRICTION AREA I I I ;Aa� L// IN�5 / 1 (D.B. 2678-437) y M oam f B / . a 1-i-1 STORMWATER MANAGEMENT, 1 IJ t J mI I 1 �, CONSTRUCTION &LANDSCAPE I EASEMENT (D.B. 2678-389) tI� 1' � I I O I If( XLe i/ 5_I J—Y I J -i � I I EE 1�1 // m � • 1•s / � =t, t 0� � I lyl � I I I1 I VIRGINIA ELECTRIC IAND POWER I R zo I ' r�I I I COMPANY EASEMENTI1/ -1 (D.B. 2687--325) Q - - - - _D -a 4J-1� p-1 ��•��" — _ ` .18 APPROXIMATE LOCATION - - - - I a D ` I - - - - - - - - —/ I OF GAS LINE EASEMENT 1 - I as a I , (D.B. 2908-137) I a I i I� I / -- R K k I I I I / / F -Z— a a J� I LAMP - _ APPROXIMATE LOCATION ` POST-- YP OFF-SITE LANDSCAPING C _ a I EASEMENT (D.B. 2678-42 r_ ' a 1 •••,i / f I9. \ �� \ I � _ � 0 4 : _ J� — f d d a 4 V` S �+ I D a / I 1 ` , a - �t`I �- // _ , CYPRESi 4 • " ROC.i� it I "•�� �, / / �r� ��i� ■��� i=lam ��I��I�'��►'11 'O`I� /� 15" CONC.1 � � I I � �.� �� .;,-; _ '• l�� • oto - � �� ■ ---------------------- o12- MEN MA I 19 •�•`•..�. ��i���_�V'/.\ rhe• 1 .a j. \ S• i is \�i�5 +F #r" ��• COMPANY EASEMENT--\ PW GUY [fe— GUY e GUY POST • ORANGE —\1 STORM TOP=538.71 DI DI CURB & GUTTER INV 'N=516 55 •. 0. • INV • • INV OUT=530.19 �1 20 0 20 40 60 ■ ■ ■ ■ ■ Scale: SANITARY MH INV IN=52721 U.S. ROUTE 29 INV OUT=527.24 SEMINOLE TRAIL SOUTH BOUND LANE VARIABLE WIDTH R/W PROPOSED ONSITE LANDSCAPE SCHEDULE Plant Planting Type Botanical Name Common Name Min. Quantity Canopy Total Plan Symbol Planting Type Botanical Name Common Name Cal./Height Quantity SF Canopy Reference SF o Large Deciduous Tree Quercus palustris'Green Pillar' Pin Oak - Green Pillar 3.5" 6 38 228 SDP2003-81 Broadleaved Evergreen Shrub Ilex x "Nellie R. Stevens" Nellie R. Stevens Holly 4'-5' 1 44 44 SDP2003-81 Z-0 IM3 Large Deciduous Tree Ulmus parvifolia 'Atlee' Allee Elm 3.5" 6 366 2196 SDP2003-81 ° Small Ornamental Tree Logerstroemia indica Natchez Crape Myrtle 6'-7' 2 77 154 'Natchez J %%% Broadleaved Evergreen Shrub Ilex x meserveae "Blue Princess" Blue Princess Holly 24" Ht. 45 23 1035 SDP2003-81 °B Broadleaved Evergreen Shrub Ilex x meserveae "Blue Prince" Blue Prince Holly 24" Ht. 9 23 207 SDP2003-81 , J Broadleaved Evergreen Shrub Ilex x meserveae "Blue Princess" Blue Princess Holly 24" Ht. 5 23 115 "Shamrock" °B Broadleaved Evergreen Shrub Ilex glabra "Shamrock" Inkberry Holly 24" Ht. 10 23 230 Broadleaved Evergreen Shrub Viburnum pragense "Decker" Prague Viburnum 24" Ht. 8 44 352 Perennial Uniota Latifolia Northern Sea Oats 3 -gal 48 SDP2003-81 Broadleaved Evergreen Shrub Ilex crenata "Steeds" "Steeds" 24" Ht. 13 10 130 alopescuriodes Japanese Holly xEupatorium Perennial purpureum "Gateway" Joe Pye Weed "Gateway" 3 -gal 51 SDP2003-81 �s Broadleaved Evergreen Shrub Ilex glabra "Nigra" "Nigra" Inkberry Holly 24" Ht. 63 23 1449 SDP2003-81 TOTAL 4371 SF: Broadleaved Evergreen Screen Thuja Occidentalis 'Nigra' Dark Green Arborvitae 7'-8' 6 10 60 Evergreen Shrub Abelia x grandiflora "Compacta" Compact Glossy 24" Ht. 53 14 742 Abelia Perennial Sedum 'Autumn Joy' Sedum - Autumn Joy 1 -gal 36 Perennial Pennisetum atopescuriodes Fountain Grass 3 -gal 42 OPerennial Liriope muscari 'Spicata' Creeping Lilyturf 1 -gal 312 TOTAL 6783 SF: _.'i \\ �VV'a1i •��.�f��.��P�A 'a 0Aaa0. •.1� �. e PROPOSED ONSITE LANDSCAPE SCHEDULE Plant Planting Type Botanical Name Common Name Min. Quantity Canopy Total Canopy Plan Symbol Planting Type Botanical Name Common Name Cal./Height Quantity SF Canopy Reference SF a Broadleaved Evergreen Picea Omortka Serbian Spruce 7'-8' 3 28 84 SDP2003-81 Broadleaved Evergreen Shrub Ilex x "Nellie R. Stevens" Nellie R. Stevens Holly 4'-5' 1 44 44 SDP2003-81 Z-0 IM3 Perennial Uniola Latifolia Northern Sea Oats 3 -gal 12 366 366 SDP2003-81 Large Deciduous Tree TOTAL 128 3.5" 10 38 SF: PLTH OF ll O � v JUSTIN M. SHIMP Lic. No. 45183 �`s IONAL ��G PROPOSED OFFSITE LANDSCAPE SCHEDULE Plant Min. Canopy Total Plan Symbol Planting Type Botanical Name Common Name Cal./Height Quantity SF Canopy Reference SF Broadleaved Evergreen Taxodium distichum Bald Cypress 3.5" 2 106 212 SDP2003-81 Large Deciduous Tree Betula nigra 'Heritage' "Heritage" River Birch 2.5" 4 464 1856 SDP2003-81 Large Deciduous Tree Ulmus parvifolia 'Atlee' Allee Elm 3.5" 1 366 366 Large Deciduous Tree Quercus palustris 'Green Pin Oak - Green Pillar 3.5" 10 38 380 Pillar' Broadleaved Evergreen Shrub Ilex x "Nellie R. Stevens" Nellie R. Stevens Holly 4'-5' 15 44 660 SDP2003-81 �°���s ke_ Broadleaved Evergreen Shrub Ilex glabra "Nigra" "Nigra" Inkberry Holly 24" Ht. 33 23 759 SDP2003-81 , J Broadleaved Evergreen Shrub Ilex x meserveae "Blue Princess" Blue Princess Holly 24" Ht. 5 23 115 °B Broadleaved Evergreen Shrub Ilex x meserveae "Blue Prince" Blue Prince Holly 24" Ht. 1 23 23 Perennial Uniota Latifolia Northern Sea Oats 3 -gal 48 SDP2003-81 Perennial Pennisetum Fountain Grass 3 -gal 2 alopescuriodes xEupatorium Perennial purpureum "Gateway" Joe Pye Weed "Gateway" 3 -gal 51 SDP2003-81 TOTAL 4371 SF: Note: 1. Includes all plants to be provided by this plan. 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. 3. All new planting shown on the plan, including all off—site planting, will be completed with the Bojangle's project. \ \ I REFERENCE SHEET C13 — OFFSITE LANDSCAPING v to z i0 77 vvv I w 1 I 544 w I I , , I I -� '�+ �, o w to /I r O a(A D I l w� Z D 7f GAS —GAS — \ \ I CRE�f :'' �/ O P,6 0I N GAS — GAS — PiPEr�yi C�� 1 q w SAS �� _5 G GAS p \I\ \ / / / 0-/ / �' O I o I D > ----__ - -_ ERM I - pool 1 I_ 0 w GAS —GAS —GAS (Q �Rq/ I o '�'` \r l / / / / / I I I J _ 7 J I I > WLd W W W W V W W 89� S� EMEN v, �`'' /' W Q / k"-Jl �� RIF I E_ 0 p !�, w J 1 `> 0 0 a a 4 4 �� _/°� I' RP�.P ;_ / •/ — o I 0 / V a n A/ a ° — I p I w N 0 SVl q a o 4 v ° °o Q ° d ° a % a d V O ° ° Q ° o ° d �t/l) a 4 4 4 < 4 ° < ° 6 ° ° d v \ �� I I I �u/ V i 1 �> V( 0 (J A( / o I 4 �r t I I 0 o ���� --� V 4 4 4 I V �� I � a 4 4 4 / Q A,M a 4 \ \C e n 4 1 - I JUSTIN M. SHIMP a a < s 1 I� Lic. No. 45183 \\ �m 4 �� /� a ° // �- ORM H \ O/DB q ° t(o t < 4, (D fTl / N v z� m / d / I =540. \ TREE oz A� c0 11,m_ 0 v W e e � C F-11� zo .. .. .. ...... .. .. �O c� I a D �►ryAW I I Gl T e eB � APPROXIMATE LOCATION EYP e OFF—SITE LANDSCAPING \ E SEMENT (D.B. 2678-425 47f J D CYPRESS �, p :OQ OQ D \ 9ff / \ Cy Ss CONC. i ni 0 e � `\\SII y \ e � e>u e \ e \ \ = c \ Illby \ S zoC ORANGE PAINT _ Fil P, 20' PER( ( i IC AND POWER COMPANY EASEMENT 4 e / ° I V UT I \ J / �- I SSIONAL E, _j< / ° L STC eB �I d ° ,..� / _ CONS d EASE 0 0 O / 4 d Q a I ooh / I I ° 4 I I 1 �O o I/ a / I _ I, N N U < / f \ I E E T / I r,° a I s= o 0 0 j U U U � v '43- I Q O \���J L L / I I o0 � �yy �I C U) L 4 / y I < 14 411 O C 0 0 O a I I CO 4 0 / d N> ) O 1 I a I o � 0 __—/ I L1)> I I < I �43a cc CO Q0 CO I 1 4 11 o D O N C p ° r 11\ Illbyft {� (D COC CD O O �I itbyti� '1 c �IPO01y% e > N t"� t U-) CO + <4 1\\\olug,� o � Of oo a d 4 ° 4 - // d I t TREE - O\\\IIIUy IN � 4 ° ° < < t � - / / - ° + _ � //110M/111001r, I\0�///111\\\� LL e << t � \ ROCKS O L- 4 ° �� r �' °Go ALL �-- — LL ° 0 ROCK U4 z a a Q _ _ ° + + % \ IIIUIII `Oll�� 4 Q 4�4 4 41 D w\,\c\w \ //1\a O+ \\I a +O //'io M=iLLJ < INN 4 \�m\/ Q ° Q )FA < d ( \I < \ d < < /4� t 4 / �V + + 6II\\\��\\Illby =/ \\\ \III \ \ W -9 0�_vv y v t < / 4 < ,-� t ° \ O �� \\IIIb GG\\\Illby\ _ o 1 ��0-1 4hil?\i \:o I rim /4 4 ° /"� / s—® ® s < ° ° ° + \TRI LE , y$.0�ir�G1\\\\\Illlb� 4 Q 4 4 t \ T E E �//1111\\\ i/ \ X0114 o ° ° j d a O \ �yqm\\\` `\\\ffN}, \\\uuiy� \wb\ \ O O ° / I + \�tlllby ='d'i/v- VAAIII// { (r I J t \ ///111\, G \\�`\\\IIIb \ `'� `\\\Illby� ° 44 O + \////111\\\��\\\lir�%�i `\\\Illby//{{Q\\\//Ill\\\� \ J 1J W 7f \ � �\\\Il�ij� - \\� e 033 4 r / \ III G- \\\f�/G \ \I'1\ \�l // \\ _ � � .w I v0111/ Vui ° -vA _ B \ ii vv i . w�llgs� � � ��v yVAAIllby- I \ 4//111AAAv �- ° �3 `i �aroiiti �`\\\Illby ° / \\\III//y�,/// I \ �yr/111\\\� �/ I CHERRY _ ,1111\ W b �///Ill \ \III Ilb J \\011 \ �G$\1441 c \\\\1114y//111\ �4 \ �\o ti tov f o t tc>"• ! f(ov ( t(olt �///111\\\ II//11 \\� /4,111\0� \IIIb / \0\ • . ,,,, �, ,111\j/ \, W e- i _ i`y� t`,o„It ; olt I It 'tiy S. ,.t! ,`�rv.L.L �y -i \ \ \ININNIN y//Ill\\\u\� lz�r �r �� '\\ \ C �S\ S W Q m , / S M MH, Z J 20' SAN�TAR SEWER ESMT. 4 / P=534.4 EX. 29 Landscaping INV IN=51 0 L Q PIPE INV 01J -T ---5-517.7C Easement -DB-432-6- PPP__ i --- — / \�\ Date Ex. 8' Access 06/09/2016 Retaining WallEasem 0 10 20 30 Scale ` 4 4 ` c < < < N / /im nRANGF PAINT / DB 4826 PG 352 Scale: 1"=10' Sheet No. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 50 PAVED 20• SANITARY \ ' SEWER EASEMENT 5 + 00 (D.B. 2916-22) - --- - - - - - - 11+00 PRIVATE TRAVELWAY A _ C= SEMEIdT- \ ' ' \ STOP - GN 6"0 TOP=545.37 i i - ---- ---- TREE 6"O -- -- ENCE TREE ---__ �/. 48 ,TRE s• 0 \ ---__ ' TRE '- - - - - - EX. RIP - 9 ---- ' RAP TRE DITCH"------- - - -- # \ i / O / to / ---_ 6"� TRE \ 9. \ \TREE - - v I nk s / G - - - TREE 1 - - - ---- - - - - -- �� POWERTRANS. / ... j ON CONC. /.• �...� RIP � I 1 I -RAP 6. TREE TEL. I i PRIVATE r-+ L+ 4— J PED. TIAVE WAY B N I Iw I +I IJ-�-I -�- -IJ �Al jl�I�I I _ ib�II I I I I tet" '�'•..., --_� � � � I I � I � I � � II µ}-1 � _ 06" + ; _ Ex. 3 TREE / J IBJ J Landscaping Easement j I -4- �- DB 4826 PG 352 �J, ►I�-► \ \. `" �-► 1-4-1 4r Ti Q e I _I IZI T:F II III 11 I - ��/ I I ll F -P 41 I I I I I 1 / 1 b / / / — GAS GAS / / / SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPE 1-1 /2" SQ. OAK STAN SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCF PLANTING AND WAT THOROUGHLY 4" COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT REQUIREMEI PLANTING SOIL, AN[ SOIL AMENDMENTS REMOVE BURLAP & FROM TOP 1/3 OF RI BALL UNDISTURBED SOIL 10+00 1111 1+ - I� _ 1,4 REFERENCE SHEET C7 - LANDSCAPING PLAN X X 91 91 SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS A5 SPECIFIED IN PLANT L15T OR A5 SHOWN. ADJUST SPACING A5 NECESSARY OR A5 DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER d PLANTING AND WATER Qo O THOROUGHLY. PLANTING PIT. PREPARED 501L FOR 5HRUB5 O_ D 501L SURFACE ROUGHENED TO BIND NEW 501L 5ET 5HRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I " A50VE FINISHED GRADE �0 Q d 4 REMOVE BURLAP FROM d TOP 1/3 OF ROOTBALL O 3" TALL WATERING BERM v O r—FINI5HED GRADE 1/2 BALL lil DIA. MIN. IIII II > 570 565 560 555 550 545 540 535 570 565 560 555 550 545 540 535 53 1.5" OF SM -9.5A SURFACE COURSE 3" OF BM -25.0 BASE COURSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000_8" °°°°°°°°°°°°°°— VDOT #21B BASESTONE 000000000000000000000 °°°°°°°°°°°°°—AXIAL GEOGRID (TENSAR BX 1200/SS30 OR EQUIV.) IIIIIIIIIIIII COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING & TRAVELWAYS Not To Scale Note: Where fill from existing asphalt is less than 3", the existing parking area shall be milled and pavement layers added to achieve final grade. G a , . ° . a < 6" — 3,000 PSI CONCRETE n 000000 00000 00000000 6" — VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 o 0 I I I I I —_ COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 2 TYPICAL CONCRETE PAD SECTOR C9 Not To Scale AQ 4" — 3,000 PSI CONCRETE ° °a a 0000000000000000 4" — VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 IIIII COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 3_'VYP1CAL SIDEWALK SECT ON C9 Not To Scale O r-O O 00 (0 V-)— V LO + 0i ■' O Ln + ;1-O O O In O O LO W �Ld � �� (nW �J +� (n O Ln ± Ln 9+50 10+00 10+50 11+00 PRIVATE TRAVELWAY A PROFILE SCALE; H: 1"=30', V: 1"=10' 11+50 12+00 i�il:Til111�ie1���� ; id " r� ■� • r . • e=0_ ..• '• 1�\moi\2�•A• 1 10+00 10+50 11+00 11+50 PRIVATE TRAVELWAY B PROFILE SCALE; H: 1"=30', V: 1"=1 12+00 12+50 • 1 20 40 60 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Scale: 570 565 560 555 550 545 540 535 12+5t0 570 565 560 555 550 545 540 535 13+(q0 IF V,,ALTH of Gr C) U JUSTIN A SHIMP a Lic. No. 45183 S101VAL ' ' WAK14-NI`1i:1�77 ■' •I rTel2! ky,M. 2 � . ���Si��l�l�j+i�� �� ■fiS'� • . - • �Z•bY�lti7i• • - 9+50 10+00 10+50 11+00 PRIVATE TRAVELWAY A PROFILE SCALE; H: 1"=30', V: 1"=10' 11+50 12+00 i�il:Til111�ie1���� ; id " r� ■� • r . • e=0_ ..• '• 1�\moi\2�•A• 1 10+00 10+50 11+00 11+50 PRIVATE TRAVELWAY B PROFILE SCALE; H: 1"=30', V: 1"=1 12+00 12+50 • 1 20 40 60 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Scale: 570 565 560 555 550 545 540 535 12+5t0 570 565 560 555 550 545 540 535 13+(q0 IF V,,ALTH of Gr C) U JUSTIN A SHIMP a Lic. No. 45183 S101VAL Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage N/A N/A SITE AREA er Number 10.3 fc 0.0 fc Lamps N/A Lamp Factor 6 Lithonia KAD 400M Area Luminaire, 400W ONE 400 1 KAD_400M_ 38000 1 400 ❑ Lighting SR4SC (PULSE MH, High Performance WATT CLEAR SR4SC_(PUL START) SR4SC Sharp Cutoff, ED28 PULSE SE_START).i v A Reflector, Full Cutoff START METAL es MEETS THE HALIDE IN 'NIGHTTIME HORIZONTAL FRIENDLY' CRITERIA POSITION 0 B 8 LSI GBWS-FT-100- GREENBRIAR 1 GBWS-FT- 9000 1 100 INDUSTRIES -MH-F 100-MH-F.ies C 1 PHILIPS CP630K10 PHILIPS 6" 13W LED DOWNLIGHT 2 CP630K10.ie s 555 1 13 NOTE: 1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base. 2. All wall mounted fixtures shall be mounted at a height of 12'. 3. The canopy light for the ordering board shall be mounted at a height of 10'. 4. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire 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. 5. New free—standing pole mounted light fixtures (and poles), and new wall mounted fixtures shall be a dark bronze finish. Statistics Description Symbol Avg Max Min Max/Min Avg/Min RT. 29 ROW LINE + 0.0 fc 0.1 fc 0.0 fc N/A N/A SITE AREA + 2.1 fc 10.3 fc 0.0 fc N/A N/A • • 20 40 •• Scale:• :AF � 4VI of Gr o v JUSTIN M. SHIMP a Lic. No. 45183 �sS1ONAL ��� DRIVE THROUGH DETECTOR LOOP DETAIL 1 SCALE: 1/2"=1'-0" 550 545 540 535 530 525 52�+50 10+00 10+50 11+00 STORM SEWER PROFILE O DRIVE THROUGH DETECTOR LOOP DETAIL 2 SCALE: 1/2"=1'-0" r FABRICATED ALUMINUM CANOPY ; :................... LIGHT SHIELD TO MATCH CANOPY LED LIGHT FIXTURE 10' 2" OAH 6" CURB (TYP.) GRADE (4) 3/4" x 3' ANCHOR BOLTS (4) 3/4" LEVELING NUTS AND WASHERS TYPICAL INSTLALLATION 84" ELECTRIC RUN THROUGH SUPPORT POLES STOPPER - SO CANOPY WILL NOT SWING FREELY 1 THREE (3) CONDUITS STUBBED UP a 6.54"D Headrr 1 Not availablewithSCWA. 31e CONDUIT STUBBED UP FOR ELECTRIC AND SOUND 75'+W x 12.8'F]ff FOR ELECTRIC AND SOUND (VERIFY x &50"D 0� � , (VERIFY REQUIREMENTS NTHSYSTEM MANUFACTURER) TYP. ROUTE CONDUIT TO BUILDING REQUIREMENTS WITH SYSTEM 7 8 L�ti�■ 0 BOTH DRIVE THROUGH LOCATIONS INTERIOR FOR TIMER CONNECTION MANUFACTURER) ! Electilcal 2 for metal halide 151-40OW (SCWA option) for US shipments only. CSA, NOM or INTL required for probe w o 0 3.7 AAfPS ---- 2 is 100% factory -tested. Specifications O r 5 - r7 EPA: 1.2 ff 2 HIGH PRESSURE SODIUM: 70 400W above, and 70-400S,with copperalloy, nickel -plated screwshell and centercontact. UL listed 150OW, 60OV. PROVIDE 2 JBOX'S FOR CONNECTIONTO °O 2 -oej Length: 17-1/2 (44.5) asymmetric' IP65 rated in accordance with standard IEC 529. WARRANTY -1-year limited warranty. Complete warranty terms located at 4%N4%. DRIVE THROUGH LOOP, ONE 7 1/8 www.acuitybrands.com/CustomerResources/ferms and conditions.asax Depth: 7-1/8 (18.1) 118.1) Note: Specifications subject to change without notice. �.4my UNDER DRIVE UP WINDOW FROM 0. raex•n wrm t�Y' e„k ` 17-1/2� (10.2) FACE OF CURB EXTERIOR, AND ONE NEXT TO THE w a 545555 Example: KAD 400M R3 TB SCWA SPD04 LPI 10OMHC WINDOW OPENING FOR TIMER o3. i i MENU BOARD < .. ■ �■■ ■■tel■. w z No � r asymmetric? 347 SPEAKER COLUMN ON 12"02" �' I% CONCRETE BASES, 1 \ \, a a a i_ 1-_6" a ° o .(t A as ° a CONCRETE BASE, 24" DEEP .�• � 1 ;, .: -._ 18"x18" AND 36" DEEP, / TYPICAL OF TWO (2) J a j -------------- J n / a a a / A a/ FACE OF CURB Ili I I] J;C.iIlRitn�'. WW -Wall Wash 4005 aJ J -■ 16" pulse -start DAD12P Degree arm (pole) a a J = Single.26, 32 42 Watt 540 a A ` NOTE: PROVIDE 6" CONCRETE DRIVE WITH 66 230500 0 V-6" J a J J 1112.14.1 WELDED WIRE MESH. CONCRETE TO BEGIN rn ' a ° ' 6' 0" 3 -Type 111 a MIN. 9'-0" AHEAD of DETECTOR LOOP AND EXTEND DETECTOR LOOP IN CONCRETE , a a a 120 a FT- Forward. TO MIN. 9'-0" BEYOND CENTERLINE OF DRIVE DRIVE. CONNECT TO TIMER SYSTEM. TYP. 0 BOTH DRIVE a 208 a KMA Mast armexternalfitter THROUGH WINDOW 11. SEE SITE PLAN FOR EXACT THROUGH LOCATIONSJ 535 PSMHR- PulseStartMetal J a SIZE AND SHAPE OF CONCRETE DRIVE. a a* ° a ° J A NOTE: PROVIDE 6" CONCRETE DRIVE NTH 6x6 1112.14.1 (separate 120V circuit - H ID only)16 DETECTOR LOOP IN CONCRETE KTMB Twin mounting bar WELDED WIRE MESH. CONCRETE TO BEGIN MIN. 9'-0" 347 DRIVE. CONNECT TO ORDER SYSTEM. - ° AHEAD OF DETECTOR LOOP AND EXTEND TO MIN. 9'-0" 250, 400 Watt - / a BEYOND CENTERLINE OF DRIVE THROUGH WINDOW /1. SEE 1 SITE PLAN FOR EXACT SIZE AND SHAPE OF CONCRETE I BB - CFL Baltery Back-up 12 a a i - a a DRIVE. a a a A J A a a ° ' as 26 CFL - Compact Fluorescent a ° a. a a J a J 32 Single 57, 70 Watt A O A a a, a 540 J m 35WA Halogen Lamp13 a °, A 4/ ° a J ° FFG -Flat Clear (120-277V5MDH2) r7HDFL° J a / ° A J ° 57 Double 57, 70 Vall a Less Halogen Lamp3 a a / ° a a 3476 / EMR2 - Two Emergency 12V Circuit Provisions Triple 26, 32, 4x Waft -1 A Ja a 525 as A as '1 o a A 4 a J° EMR2LL- Two Emagency12VCircuit Provisions a, a a J a i s a ° 535 a i a - Less Halogen Lamps 13 ° J a i 535 PROVIDE DETECTOR LOOPS AT MENU BOARD, DRIVE THROUGH WINDOW /1, AND DRIVE THROUGH WINDOW /2. and LightSources DRIVE THROUGH DETECTOR LOOP DETAIL 1 SCALE: 1/2"=1'-0" 550 545 540 535 530 525 52�+50 10+00 10+50 11+00 STORM SEWER PROFILE O DRIVE THROUGH DETECTOR LOOP DETAIL 2 SCALE: 1/2"=1'-0" r FABRICATED ALUMINUM CANOPY ; :................... LIGHT SHIELD TO MATCH CANOPY LED LIGHT FIXTURE 10' 2" OAH 6" CURB (TYP.) GRADE (4) 3/4" x 3' ANCHOR BOLTS (4) 3/4" LEVELING NUTS AND WASHERS TYPICAL INSTLALLATION 84" ELECTRIC RUN THROUGH SUPPORT POLES STOPPER - SO CANOPY WILL NOT SWING FREELY SCALE: HORZ: 1"=20' VERT: 1"=10 11+50 ST -1 TO ST -4- 560 T-4 12+00 1 50 a 6.54"D Headrr 1 Not availablewithSCWA. Sox Size 75'+W x 12.8'F]ff 550 x &50"D 0� � , 550 560o 6 7 8 L�ti�■ Lamps: (3) Hizarescent Lamp _ (F14TS-22" Electilcal Requirements: for metal halide 151-40OW (SCWA option) for US shipments only. CSA, NOM or INTL required for probe w o 0 3.7 AAfPS RZ IES type 11 reflectors' is 100% factory -tested. Specifications O r 5 - r7 EPA: 1.2 ff 2 HIGH PRESSURE SODIUM: 70 400W above, and 70-400S,with copperalloy, nickel -plated screwshell and centercontact. UL listed 150OW, 60OV. co °O 2 -oej Length: 17-1/2 (44.5) asymmetric' IP65 rated in accordance with standard IEC 529. WARRANTY -1-year limited warranty. Complete warranty terms located at 4%N4%. Width: 17-1/2"(44.5) 7 1/8 www.acuitybrands.com/CustomerResources/ferms and conditions.asax Depth: 7-1/8 (18.1) 118.1) Note: Specifications subject to change without notice. �.4my All dimensions are inches (centimeters) 0. raex•n wrm t�Y' e„k unless otherwise specified. 17-1/2� (10.2) 545 *Weight as configured in example below. w a 545555 Example: KAD 400M R3 TB SCWA SPD04 LPI 10OMHC _ o3. Super Durable Finishes .. ■ �■■ ■■tel■. w z No � r asymmetric? 347 PyhroSAw O ��---� cn w 12 12" arm QRSTD 200MI n No .�• � 1 ;, .: -._ �: :. SCWA Super CWA r xis . Gracle Ili I I] J;C.iIlRitn�'. WW -Wall Wash 4005 208,24OV) R5S IEStypeVsquare -■ T610 pulse -start DAD12P Degree arm (pole) 540 WTB Terminal wiring block" Single.26, 32 42 Watt 540 throw 230500 ballast DADI2WB Degree arm (wall) C -Coated MH or PSMH Lamp except 250 PSMH SOT - Standby Quarti (TimaDelay) 9p GBWM 3 -Type 111 NOTE Forshipmentsm U.S. 550 F- Flat Clear 120 (Medium) FT- Forward. 320 550 Tempered Glass 208 territoriKSCWAmust he KMA Mast armexternalfitter Throw 535 PSMHR- PulseStartMetal - •- •moo EQ-EmergencyQuart4 spedfiedto comply with BSA. �o 277 (separate 120V circuit - H ID only)16 SCALE: HORZ: 1"=20' VERT: 1"=10 11+50 ST -1 TO ST -4- 560 T-4 12+00 SCALE: HORZ: 1"=20' VERT: 1"=10' 560 555 550 545 540 535 53 C9 10 11 1 50 a 6.54"D Headrr 1 Not availablewithSCWA. Sox Size 75'+W x 12.8'F]ff 550 x &50"D 0� � , 550 560o 6 7 8 560 Lamps: (3) Hizarescent Lamp _ (F14TS-22" Electilcal Requirements: for metal halide 151-40OW (SCWA option) for US shipments only. CSA, NOM or INTL required for probe w o 0 3.7 AAfPS RZ IES type 11 reflectors' is 100% factory -tested. Specifications O r 5 - r7 EPA: 1.2 ff 2 HIGH PRESSURE SODIUM: 70 400W above, and 70-400S,with copperalloy, nickel -plated screwshell and centercontact. UL listed 150OW, 60OV. co °O 2 -oej Length: 17-1/2 (44.5) asymmetric' IP65 rated in accordance with standard IEC 529. WARRANTY -1-year limited warranty. Complete warranty terms located at 4%N4%. Width: 17-1/2"(44.5) 7 1/8 www.acuitybrands.com/CustomerResources/ferms and conditions.asax Depth: 7-1/8 (18.1) 118.1) Note: Specifications subject to change without notice. �.4my All dimensions are inches (centimeters) 0. raex•n wrm t�Y' e„k unless otherwise specified. 17-1/2� (10.2) 545 *Weight as configured in example below. w a 545555 Example: KAD 400M R3 TB SCWA SPD04 LPI 10OMHC _ o3. Super Durable Finishes 555 42 a w z 150MHC � r asymmetric? 347 PyhroSAw O ��---� cn w 12 12" arm QRSTD 200MI n NEMA twist -lock PE (120, F� F - SR45C IES type 480' SCWA Super CWA r xis . Gracle (for S or D180 mounling configurations only)8 WW -Wall Wash 4005 208,24OV) R5S IEStypeVsquare cn T610 pulse -start DAD12P Degree arm (pole) 540 WTB Terminal wiring block" Single.26, 32 42 Watt 540 throw 230500 ballast DADI2WB Degree arm (wall) C -Coated MH or PSMH Lamp except 250 PSMH SOT - Standby Quarti (TimaDelay) 9p GBWM 3 -Type 111 NOTE Forshipmentsm U.S. 550 F- Flat Clear 120 (Medium) FT- Forward. 320 550 Tempered Glass 208 territoriKSCWAmust he KMA Mast armexternalfitter Throw 535 PSMHR- PulseStartMetal 240 535 EQ-EmergencyQuart4 spedfiedto comply with BSA. Hall Is Reduced 400 Watt 277 (separate 120V circuit - H ID only)16 KTMB Twin mounting bar 347 E02 -Two Emergency Quartz 545 250, 400 Watt 480 545 530 BB - CFL Baltery Back-up 12 530 CWRB - Cold Weather Battery Back-up12 26 CFL - Compact Fluorescent F- Flat Clear ° FMR1 - One Emergency 12V Circuit Provision with 32 Single 57, 70 Watt Tempered Glass 540 35WA Halogen Lamp13 42 540 FFG -Flat Clear (120-277V5MDH2) r7HDFL° EMRILL-On8Emergenc?12VCircuit Frovision 57 Double 57, 70 Vall Polycarbonate 4.5 Less Halogen Lamp3 000 CFL3- Compact Fluorescent 3476 EMR2 - Two Emergency 12V Circuit Provisions Triple 26, 32, 4x Waft 525 r' M 525 o r? ConsultFactoryfor EMR2LL- Two Emagency12VCircuit Provisions r, 535 Voltages - Less Halogen Lamps 13 535 and LightSources LL - Less Lamp o- o o 4.5'-LigbtGold WWII o 55' -Black - 520 20 -Charcoal Mclallic 50 -White z z - 520 >_ � 9+25 10+00 10+50 539+25 59 -Dark Green 700 Aztec Silver Metallic _>z _ 21 -Tomalo Red 10+00 10+50 11+00 11+530 ,STORM SEWER PROFILE - ST -1 TO ST -5 SCALE: HORZ: 1"=20' VERT: 1"=10' 560 555 550 545 540 535 53 C9 10 11 9+25 10+00 10+50 560 555 550 545 540 535 530 STORM SEWER PROFILE - ST -9 TO ST -11 - SCALE: HORZ: 1"=20' VERT: 1"=10' STORM SEWER PROFILE - ST -6 TO ST -8 SCALE: HORZ: 1"=20' VERT: 1"=10 550 545 540 535 530 525 12+5U0 PEC -IFI ATION A+I�n Brox Size: 757 W x 53"H 50 a 6.54"D Headrr 1 Not availablewithSCWA. Sox Size 75'+W x 12.8'F]ff (Small) x &50"D '-Iain Soft Square Lighting LRMPS: (14) F7aoresceint Lamps Mounting12 (F=8 -4I4") MF1in KAD Lamps: (3) Hizarescent Lamp Ceramic (F14TS-22" Electilcal Requirements: for metal halide 151-40OW (SCWA option) for US shipments only. CSA, NOM or INTL required for probe 120V AC, 60 Hz Arm length 3.7 AAfPS RZ IES type 11 reflectors' is 100% factory -tested. Specifications METAL HALIDE: 70-40OW Socket: Porcelain, horizontally oriented medium base socket for 70-150M. Mogul base socket for 175M and EPA: 1.2 ff 2 HIGH PRESSURE SODIUM: 70 400W above, and 70-400S,with copperalloy, nickel -plated screwshell and centercontact. UL listed 150OW, 60OV. *Weight: 35.9 lbs (16.28 kg) 20'T035' MOUNTING LISTINGS - UL Listed (standard). CSA Certified (see Options). UL listedfor25°C ambient and wet locations. Length: 17-1/2 (44.5) asymmetric' IP65 rated in accordance with standard IEC 529. WARRANTY -1-year limited warranty. Complete warranty terms located at 4%N4%. Width: 17-1/2"(44.5) 7 1/8 www.acuitybrands.com/CustomerResources/ferms and conditions.asax Depth: 7-1/8 (18.1) 118.1) Note: Specifications subject to change without notice. �.4my All dimensions are inches (centimeters) 0. raex•n wrm t�Y' e„k unless otherwise specified. 17-1/2� (10.2) � *Weight as configured in example below. 1 1 1 ' 1111111, 1 ' ' 1 For shortest lead times, configure product using bolded options. 32 Example: KAD 400M R3 TB SCWA SPD04 LPI 10OMHC asymmetric SR3 IES type 111 Super Durable Finishes aluminum 42 QRS 175M' 400M1,' 1505 150MHC 134 IEStypelV asymmetric? 347 PyhroSAw O ��---� WWD- Woodorpolewall 12 12" arm QRSTD 200MI 250S NEMA twist -lock PE (120, forwardthrovi SR45C IES type 480' SCWA Super CWA r � 9+25 10+00 10+50 560 555 550 545 540 535 530 STORM SEWER PROFILE - ST -9 TO ST -11 - SCALE: HORZ: 1"=20' VERT: 1"=10' STORM SEWER PROFILE - ST -6 TO ST -8 SCALE: HORZ: 1"=20' VERT: 1"=10 550 545 540 535 530 525 12+5U0 PEC -IFI ATION A+I�n Brox Size: 757 W x 53"H 50 a 6.54"D Headrr 1 Not availablewithSCWA. Sox Size 75'+W x 12.8'F]ff (Small) x &50"D '-Iain Soft Square Lighting LRMPS: (14) F7aoresceint Lamps Mounting12 (F=8 -4I4") MF1in KAD Lamps: (3) Hizarescent Lamp Ceramic (F14TS-22" Electilcal Requirements: for metal halide 151-40OW (SCWA option) for US shipments only. CSA, NOM or INTL required for probe 120V AC, 60 Hz Arm length 3.7 AAfPS NOTE: SIDES AND BACK OF MENU BOARD SHALL BE BLACK IN COLOR TO MATCH THE ORDERING PEDESTAL Ll 5" x 5" x.1875" STEEL A" SUPPORT POLE WIRING ACCESS HOLE u 5' 2'� CREEA -eco. 2-3r8•H x 12-wx 12'0 UDPAM,, 84" GRADE oism;eunoe PA' ean Blra's Eye View. C60N M_n I® L/THGN/A LAGAMY VG FEATURES & SPECIFICATIONS INTENDED USE -Ideal for parking areas, street lighting, walkways and car lots. CONSTRUCTION -Rugged, die-cast, soft corner aluminum housing with 0.12" nominal wall thickness. Die-cast doorframe has impact-resistant,tempered, glass lens that is fully gasketed with one-piece tubular silicone. Ifp�MO 11 9� a "Ieken `n bislllb FILENAME: SC-CABDTC-2014 Notes 50 BLACKTO MATCH 1 Not availablewithSCWA. Pac Clad Coppet Penny SCALE: 3/8"=1' �S/GNCL/N/C LIG HTE F7 SIGN COMPANY OES/GN-MA AG -III --INS TAL LA T -N - SERV/ Sign Clinic • P.O. Box 702 • Mooresville, NC 28115 704-664-4389 • Fax: 704-664-7936 www. thesigncIinic. c o m This design is the sole property of Sign Clinic and is protected by federal copyright laws. Any reproduction of construction of a sign similar to the one embodied herein is excressly forbidden. Finish: Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. Notes 50 OPTICS -Anodized, aluminum reflectors: IESfull cutoffdistributions R2 (asymmetric), R3 (asymmetric), R4 F- Flat Clear 1 Not availablewithSCWA. (forward throw) and R55 (square) are interchangeable. High-performance anodized, segmented aluminum Wattage (Small) reflectors IES full cutoffdistributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp Distribution Soft Square Lighting cutoff). High-performance reflectors attach with tool -less fasteners and are rotatable and interchangeable. Ballast Mounting12 ELECTRICAL - Ballast: High pressure sodium: 70-15OW is high reactance, high power factor. Constant wattage autotransformer for 200-400W. Metal halide: 70-15OW is high reactance, high power factor and DNAXD KAD is standard with pulse -start ignitor technology. "SCWA" not required. Constant wattage autotransformer High Ceramic for 175-000W. Super CWA (pulse start ballast), 88% efficient and EISA legislation compliant, is required High performance 120 for metal halide 151-40OW (SCWA option) for US shipments only. CSA, NOM or INTL required for probe Shins in fixture carton Arm length start shipments outside of the U5. Pulse -start ballast (SCWA) required for ZOOW, 320W, or 350W. Ballast RZ IES type 11 reflectors' is 100% factory -tested. Specifications METAL HALIDE: 70-40OW Socket: Porcelain, horizontally oriented medium base socket for 70-150M. Mogul base socket for 175M and EPA: 1.2 ff 2 HIGH PRESSURE SODIUM: 70 400W above, and 70-400S,with copperalloy, nickel -plated screwshell and centercontact. UL listed 150OW, 60OV. *Weight: 35.9 lbs (16.28 kg) 20'T035' MOUNTING LISTINGS - UL Listed (standard). CSA Certified (see Options). UL listedfor25°C ambient and wet locations. Length: 17-1/2 (44.5) asymmetric' IP65 rated in accordance with standard IEC 529. WARRANTY -1-year limited warranty. Complete warranty terms located at 4%N4%. Width: 17-1/2"(44.5) 7 1/8 www.acuitybrands.com/CustomerResources/ferms and conditions.asax Depth: 7-1/8 (18.1) 118.1) Note: Specifications subject to change without notice. �.4my All dimensions are inches (centimeters) 0. raex•n wrm t�Y' e„k unless otherwise specified. 17-1/2� (10.2) .s• o.�= 11. kdP.R". *Weight as configured in example below. (44.5) 1 ' 1111111, 1 ' ' 1 For shortest lead times, configure product using bolded options. 32 Example: KAD 400M R3 TB SCWA SPD04 LPI KAD Notes 50 CMH - Ceramic Metal Halide F- Flat Clear 1 Not availablewithSCWA. Series Wattage (Small) Lamp" Distribution CSA Voltage Ballast Mounting12 Dark bronze DNAXD KAD Metal halide High Ceramic Standard reflectors High performance 120 (blank) Magnetic Shins in fixture carton Arm length metal RZ IES type 11 reflectors' Double fuse(208,240,48OV)16 70M1,2 25OMsrep ssure 2089 ballast SPD- Squarepole 04 4'arm Textured dark bronze 100M 320Ma sodium halide asymmetric' SR2 IES type 11 2409 CWI Comm: RPD- Round pole 06 6"arm Textured black 150M 350M;" 705 70MHC ,� R3 IES type 111 asymmetric � 277 dot1 isolated" WBD- Wall bracket 09 Textured natural 32 1005 10OMHC asymmetric SR3 IES type 111 Super Durable Finishes aluminum 42 QRS 175M' 400M1,' 1505 150MHC 134 IEStypelV asymmetric? 347 PyhroSAw O ��---� WWD- Woodorpolewall 12 12" arm QRSTD 200MI 250S NEMA twist -lock PE (120, forwardthrovi SR45C IES type 480' SCWA Super CWA Shipsseparatelff (for S or D180 mounling configurations only)8 WW -Wall Wash 4005 208,24OV) R5S IEStypeVsquare forward T610 pulse -start DAD12P Degree arm (pole) WTB Terminal wiring block" Single.26, 32 42 Watt throw 230500 ballast DADI2WB Degree arm (wall) C -Coated MH or PSMH Lamp except 250 PSMH SOT - Standby Quarti (TimaDelay) 9p GBWM 3 -Type 111 NOTE Forshipmentsm U.S. WBA Decorative wall bracket" F- Flat Clear 120 (Medium) FT- Forward. 320 2W. 320 Watt Tempered Glass 208 territoriKSCWAmust he KMA Mast armexternalfitter Throw 400 PSMHR- PulseStartMetal 240 EQ-EmergencyQuart4 spedfiedto comply with BSA. Hall Is Reduced 400 Watt 277 (separate 120V circuit - H ID only)16 KTMB Twin mounting bar OUTDOOR KAD-M-S HyperView Unpara e ed Qua ity and Dura 3i ity Construction • Fabricated from 0,080 aluminum to minimize corrosion and weight • Seams and joints are fully welded for strength • Durable, scratch -resistant powder coat finish - both inside and out • Silk-screened exterior graphics and text enhances visual appeal and improves durability • Drip tube on top microphone box channels water away from speaker and power • Louvered rear door minimizes heat buildup Installation • Punch -outs on sides and back accommodate surface conduit installations • Large opening in base plate provides ample room for thru- pad power and data • Single gang electrical box supports hard -wired power installation and optional in -cabinet testing power Service • Full length rear door is hinged for easy access to all internal components • Dual locks secure rear door against unauthorized access gohivner.com 1-8-7733HYPER Digital Technology Solutions Reinventing the Drive-Thru �0 ® 5490 Campbells Run Road, Suite 100 Pittsburgh, PA 15205 HYPERACTIVE TECHNOLOGIES GREENBRIARO WALL SCONCE LUMINAIRE ORDERING INFORMATION TYPICAL ORDER FXAMPLP GBWM 3 400 PS M H R F 120 BRZ S 0T Luminaire Lamp Line g Lens Voltage LDFinish re p Prefix 11 Distribution Wattaoe Light SourceOptions LBWS Notes 50 CMH - Ceramic Metal Halide F- Flat Clear 1 Not availablewithSCWA. 8 High performance reflectors not avail- 15 Available with SPD04 and SPD09. (Small) Lamp" Shipped installed in fixture CSA CSA Certified PE3 NEMAtwist4odtPE(347V) (blank) Dark bronze DNAXD Natural aluminum LPI Lamp SF Single fuse (120,277,347V)16 INTL Available MHforprobestart PE4 NEMAtwist4ockPE(48UV) DWH White DWHXD White included OF Double fuse(208,240,48OV)16 accessory. shippingoutsidetheU.S. PE7 NEMAtwisNodil(27N) DBL Black DDBTXD Textured dark bronze LAP Less PD Power tray n REGO California Title 20, effective SC Shorting capforPER DMB Medium bronze DBLBXD Textured black lamp PER NEMA twist -lock receptacle 22 Must use RPD09. 1/1/2010 option DNA Natural aluminum DNATXD Textured natural 32 Single 26, 32, 42 Watt only (no photocontrol) Shipped separately3 VG Vandal guard" Super Durable Finishes aluminum 42 QRS Quartz restrike system" HS House side shield WG Wireguard19 DDBXD Dark bronze DWHGXD Textured white Polycarbonate4 QRSTD QRStimedelay x PE1 NEMA twist -lock PE (120, DBLXD Black 3476 (for S or D180 mounling configurations only)8 WW -Wall Wash CFL- Compact Fluorescent 208,24OV) Not compatible With EMR1, EMR2, EQ or E02 options WTB Terminal wiring block" Single.26, 32 42 Watt DIM - CFL Control Voltage Dimming Ballast 9 OUTDOOR KAD-M-S HyperView Unpara e ed Qua ity and Dura 3i ity Construction • Fabricated from 0,080 aluminum to minimize corrosion and weight • Seams and joints are fully welded for strength • Durable, scratch -resistant powder coat finish - both inside and out • Silk-screened exterior graphics and text enhances visual appeal and improves durability • Drip tube on top microphone box channels water away from speaker and power • Louvered rear door minimizes heat buildup Installation • Punch -outs on sides and back accommodate surface conduit installations • Large opening in base plate provides ample room for thru- pad power and data • Single gang electrical box supports hard -wired power installation and optional in -cabinet testing power Service • Full length rear door is hinged for easy access to all internal components • Dual locks secure rear door against unauthorized access gohivner.com 1-8-7733HYPER Digital Technology Solutions Reinventing the Drive-Thru �0 ® 5490 Campbells Run Road, Suite 100 Pittsburgh, PA 15205 HYPERACTIVE TECHNOLOGIES GREENBRIARO WALL SCONCE LUMINAIRE ORDERING INFORMATION TYPICAL ORDER FXAMPLP GBWM 3 400 PS M H R F 120 BRZ S 0T Luminaire Lamp Line g Lens Voltage LDFinish re p Prefix 11 Distribution Wattaoe Light SourceOptions LBWS Notes 50 CMH - Ceramic Metal Halide F- Flat Clear 1 Not availablewithSCWA. 8 High performance reflectors not avail- 15 Available with SPD04 and SPD09. (Small) 2 Not availablewith480V. able with QRSTD. 16 Must specicy voltage. N/AwithTB. Accessories: Tenon Mounting Slipfitter (RPxx required.) 3 These wattages do not comply with 9 Must specify[WI for use inCanada. 17 Only available with SR2, SR3 and Order os seperote catalog number. Must be used with pole mounting. California Title 20 regulations. 10 optional multi -tap ballast (120,208, SR45C optics. battery back-up (BB) options 4 Must be ordered with SCWA. 240,277V, in Canada: 120,277,347V). 18 Max allowable wattage lamp included. Number offixtures 5 These wattages require the REGO 11 Consult factory for available wattages. 19 Prefix with KAD when ordered as an Tenon O.D. One Two@180° Two@90° Three@120° Three@90° Four@90° optionto be chosen for shipments into 12 9" arm is required when two or more accessory. California forTitle20compliance. 250M luminaires are oriented on a 90' drilling 20 See www.lithonia.com/arch(olorsfor Z-3/8" T20 190 T20 280 T20-29022 T20 32022 T20-39022 T20 49022 REGCI in not available in 347 or 480V, pattern. additional color options. 2-7/8" T25-190 T25-280 T2 5-29022 T25-320 T25-39022 T25-4902' 6 Reduced jacket ED28 required for SR2, 13 May be ordered as an accessory. 21 Must be specified. ULP not available 5133 and Sl optics. 14 Must specify finish when ordered as an with MHC. 4 T35 190 T35 280 T35 29022 T35 320 T35 390�2 T35 49022 7 House -side shield available. accessory. 22 Must use RPD09. OUTDOOR KAD-M-S HyperView Unpara e ed Qua ity and Dura 3i ity Construction • Fabricated from 0,080 aluminum to minimize corrosion and weight • Seams and joints are fully welded for strength • Durable, scratch -resistant powder coat finish - both inside and out • Silk-screened exterior graphics and text enhances visual appeal and improves durability • Drip tube on top microphone box channels water away from speaker and power • Louvered rear door minimizes heat buildup Installation • Punch -outs on sides and back accommodate surface conduit installations • Large opening in base plate provides ample room for thru- pad power and data • Single gang electrical box supports hard -wired power installation and optional in -cabinet testing power Service • Full length rear door is hinged for easy access to all internal components • Dual locks secure rear door against unauthorized access gohivner.com 1-8-7733HYPER Digital Technology Solutions Reinventing the Drive-Thru �0 ® 5490 Campbells Run Road, Suite 100 Pittsburgh, PA 15205 HYPERACTIVE TECHNOLOGIES GREENBRIARO WALL SCONCE LUMINAIRE ORDERING INFORMATION TYPICAL ORDER FXAMPLP GBWM 3 400 PS M H R F 120 BRZ S 0T Luminaire Lamp Line g Lens Voltage LDFinish re p Prefix 11 Distribution Wattaoe Light SourceOptions LBWS 3 -Type I11 50 CMH - Ceramic Metal Halide F- Flat Clear 120 ERZ - Bronze PCI 120 - Button -Type Photocell (Small) FT -Forward Throw 70 150Wattl Tempered Glass 208 ELK - Black PC1208-Button-Type Photocell the glass lens with Polycarbonate Shield (GBWM PLS) accessory must N ordered WW - Wall Wash 100 MH -Metal Halide battery back-up (BB) options 240 PLP - Platinum FC1240 - Button -Type Photocell 3 Usewilh 5"1raditionaldrllling pattern. option or FPC lens. 150 50, 70, 1002, 1501 Watt 277 Plus P01277- Button Type -Photocell HPS - High Pressure Sodium 347 W HT - White P01.347 - Button Type -Photocell 503, 70, 100, 150 Watt SVG - Satin TP -Tamper Proof 7 VerdeGreen PMA- PoleMountAdapWrforuse withsquarspoles FTM - Forward '26 CFL - Compact Fluorescent F- FlatClear. UE Universal. Throw Medium 32 Single 26, 32, 42 Watt Tempered Glass Flectronic GPT - Graphite (for SorD180mounlingoonfiguratfonsnnly)S 42 CFL2-CompactHuomscent FFC.-Hat Clear (IM-27N5N60Hz) MSV -Metallic Not compatible withEMR1,EMR2,EQtiE02options Double 26,32,42Wall Polycarbonate4 Silver PMAR - Pole Mount,Adaplorforuse with round poles 3476 (for S or D180 mounling configurations only)8 WW -Wall Wash CFL- Compact Fluorescent Not compatible With EMR1, EMR2, EQ or E02 options Single.26, 32 42 Watt DIM - CFL Control Voltage Dimming Ballast 9 C -Coated MH or PSMH Lamp except 250 PSMH SOT - Standby Quarti (TimaDelay) 9p GBWM 3 -Type 111 250 PSMH - Pulse Start Metal Halide F- Flat Clear 120 (Medium) FT- Forward. 320 2W. 320 Watt Tempered Glass 208 SON - Standby Quartz (Non Time Delay.)10 Throw 400 PSMHR- PulseStartMetal 240 EQ-EmergencyQuart4 Hall Is Reduced 400 Watt 277 (separate 120V circuit - H ID only)16 HIPS -High Pressure Sodium 347 E02 -Two Emergency Quartz 250, 400 Watt 480 (2 separate 120V circuits - HID only)11 BB - CFL Baltery Back-up 12 CWRB - Cold Weather Battery Back-up12 26 CFL - Compact Fluorescent F- Flat Clear UE - Universal FMR1 - One Emergency 12V Circuit Provision with 32 Single 57, 70 Watt Tempered Glass Electronic 35WA Halogen Lamp13 42 CFL2-Compact Fluorescent FFG -Flat Clear (120-277V5MDH2) EMRILL-On8Emergenc?12VCircuit Frovision 57 Double 57, 70 Vall Polycarbonate 4.5 Less Halogen Lamp3 70 CFL3- Compact Fluorescent 3476 EMR2 - Two Emergency 12V Circuit Provisions Triple 26, 32, 4x Waft with (2) 35Wan Halogen Lamps 13 ConsultFactoryfor EMR2LL- Two Emagency12VCircuit Provisions International Voltages - Less Halogen Lamps 13 and LightSources LL - Less Lamp Color Decals 4.5'-LigbtGold WWII o 55' -Black 20 -Charcoal Mclallic 50 -White 94 -Blue Metallic 51 -Durk Red 59 -Dark Green 700 Aztec Silver Metallic 21 -Tomalo Red FOOTNOTES: 1-150�MH mustbe used for downlighf only 10 -HID lampwattages 50 and 70 are supplied with a50 watt, 12W quartz lamp- HID lampwattages 100 2- Supplied with aHX-HPF.transformer as standard. Also available w1fi a 120/2.77 volt through 250 are supplied with a 100 watt, 120V quartz lamp. HID lamp wMages of 320 &400 are supplied CWAtransformer. Consult factory. with a250watt, 120V quartz lamp. EQ option is not compalible with EMB, PMA or PMAR options. 3 50 Watt HIPS is not available in TT or 347V- 11 -Available on 100 watt minimum HID fixtures HID lamp wattages 100 through 175 are supplied with two 50 watt, 120V quartz lamps, 250 through 400 watt HID fixtures are supplied With two 100 Watt 120V quartz lamps. 4- FPC lens is not available with EMR options. E02 option is not compatible with EMR, PMA or PMAR options 5- It a polycarlaonate lens is required on an U.plight Medium fixture in 70 CFL2 or 42 0FL3, 12 -Battery Back-up available on single, double and triple 120 or 277 voltage specific units for U S. the glass lens with Polycarbonate Shield (GBWM PLS) accessory must N ordered applications. Please change LineVoltage of UE to 120 or 277 when ordering this option. On double and 6- 347V CFL is not available with dimming ballast (DIM) option. Consult fact oty for triple units, one lamp will .be energized by Baltery Back-up (BB) option. Consult factory far.specitic Means battery back-up (BB) options of Egress job application compliance. 7- Tamper -proof Screwdriver must .beordered separately (See Accesso ry Ordering Info rmallon) 13 -Utilizes GZ4 socket(s). 12 volt soparae 61rcuil(:sj required. Not compatible with EO, 102, PMA or PMAR 3 Usewilh 5"1raditionaldrllling pattern. option or FPC lens. 9- CFL Dimming Control by others. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description Order Number FK120-SinaleFusin a FK120+ GBWSFLS- PolvcarbonateShield for Small 1727H FK347-SinaleFusin FK347+ +Available on HID fixtures only. Fusing to be installed in acompalible junction box supplied by contraGIOL ++ Available on HID Medium fixture only- Fusing to be installed in a compatible junction box supplied by contractor, ++ SW BLK not compatible with PMA or PMAR option. 02.105/14 Project Name I Fixture Type ©2014 e.e,lo.,I Catalog 4 I LSI INDUSTRIES INC. �ALTH of Gr o v JUSTIN M. SHIMP a Lic. No. 45183 O SIONAL 1 cn m O Fli cn c_� = O m z m � n m � m ,T (:D cn N Fri 26'-4" IRRIGATION FREEZELESS YARD HYDRANT ALT #3: CO2 TANK, RUN 1 CONTROLS, ROUTED FROM MIXING VALVE 1/2" PVC PIPE TO BLDG FOR GC COORD. INSIDE BUILDING, SEE PLUMBING LINES. (LONG SWEEP ELBOWS - DRAWINGS NO 90 DEGREE FITTINGS) WASTE ENCLOSURE PLAN 1 SCALE: 1/4"=1'-0" 1 1/2" INTERMEDIATE RIB 18 GA. MTL. DECK. CENTER RIB SPACING INSIDE FRAME, SCREW ATTACHED 2"x2"x1/4" STEEL TUBE DOOR FRAME WELDED TO STEEL PIPE, PAINTED GATE DETAIL - SCALE: SCALE: 11/2"=1'-0" NOTE: SEE CIML DRAWINGS FOR LOCATIONS 30- ILL mm JND IS IN LOW. WELDED - WASTE ENCLOSURE BOLLARD DETAIL 9 SCALE: 1/2"=1'-0" STEEL CHANNEL FRAME. PROVIDE DRAINS AS REQUIRED STANDARD 5" STEEL PIPE WITH WELDED STOP PLATE STANDARD 6" STEEL PIPE WITH WELDED STOP PLATE STOP PLATE 6 1/2" '-0 1 :11�17i�C1.�[ WASTE E 2 SCALE: 1/4"=1'-0" NCLOSURE ELEVATION 8 GATE ELEVATION DETAIL 4 SCALE: 1/2"=1'-0" 6" STANDARD STEEL PIPE. FILL WITH CONCRETE AND FORM A ROUND TOP. DRIVE THROUGH BOLLARDS TO RECEIVE PLASTIC COVER SLEEVE. o BY IDEAL SHIELD - 52" HIGH, CORE -IN WITH DOME TOP, COLOR: YELLOW. CURBING/BOLLARD FOOTING. CONTINUOUS POUR DOWN TO TOP OF BUILDING FOOTING. MATCH PROFILE OF ADJACENT CURB & GUTTER, TYPICAL. BOLLARD PIPE WHERE INDICATED. a Q a 0 0 0 4 4 Q o o o C o a III III IIiIIII II IIIA. III II1 ASPHALT EXPANSION JOINT BUILDING FOOTING DRIVE THROUGH BOLLARD DETAIL 10 SCALE: 1"=l' -O" 1/2" INTERMEDIATE RIB 18 GA. METAL DECK, DINT TO MATCH COPING CAP K2"x1/4" STEEL TUBE FRAME W/ MITERED )RNERS - PAINTED ANDARD 6" STEEL PIPE OVER STANDARD STEEL PIPE SET INTO CONCRETE )LLAR - STANDARD 6" STEEL PIPE STALLED OVER STANDARD 5" STEEL PIPE - ;REW & WELD TOGETHER )P OF PAVING - SEE SITE PLAN FOR )CATION )00 PSI CONC. )MPACTED BASE 2'-0" 2'-0" 0 N � I I I I I _J FACE OF BRICK -J #5 REINFORCING BAR WELDED TO 0 BOLLARD PIPE, TYPICAL FOR ALL C 1 DRIVE THROUGH BOLLARDS. ENSURE ALL STEEL IS MIN. 3" FROM ANY OUTSIDE EDGE OF CONCRETE POUR. FACE OF CURB SHADED AREA INDICATES EXTENTS OF THICKENED CURBING/BOLLARD FOOTINGS. DRIVE THROUGH BOLLARD PLAN 11 SCALE: 1/2"=l' -O" -0" 5 SEE STRUCTURAL DRAWINGS ------ C1 1 FOR WALL & FOUNDATION 1'-0" DESIGN OPTIONS TOP OF MASONRY 8'-8" ABOVE FINISH SLAB SOLDIER COURSE lz 8" CMU LINTEL BLOCK WITH REINFORCING. SEE STRUCTURAL --- DRAWING 10/S-3.1. TRIPLE LADDER WIRE MASONRY TIE FOR CMU WITH VENEER BRICK @ 16" O.C. VERTICAL, TYP. lz FACE BRICK VENEER - __ RUNNING BOND TO MATCH BUILDING BRICK /2" ASPHALT EXPANSION PAINTED 8" CONCRETE JOINT, TYPICAL MASONRY UNIT - FILL CORES W/GROUT GROUT SOLID BETWEEN IE BRICK AND CMU 6" CONC. SLAB FLASHING WITH WEEPS @ 24" O.C. 4" BASE TYP. - D D RN -111 IT I D Hill ®D IIIIIIIIII I i� I II I II � — 1-1II 11 11 AIMIE111-- III— I i D 5 P D WASTE WALLL3 SE SCALE: 1/2"=1'-0' SLOPE ENCLOSURE CTION PREFINISHED METAL COPING, COLOR TO MATCH BUILDING COPING CONTINUOUS CLIP 2x12 PRESSURE TREATED TOP PLATE AND BLOCKING, CONTINUOUS 3/8"x6" ANCHOR BOLT ® 48" O.C. AND 6" FROM END OF EACH PLATE. FACE BRICK SECTION DETAIL - SCALE: 11/2"=1'-0" vex ACC651BIE RESERVED PARKING MAXIMUM PENALTY $500 ;I�IIII� a � III�11;, R7 -8A 12'x6' NUTCD R7-8 12'x18' R7 -8D 12x9' 2 1/2" GALV. ST WTH CAF IIIII u� IIIIII� �I11 a IIII —i iI , ,- NOTE SEE SHEET C4 FOR EXACT LOCATIONS TYPICAL HANDICAPPED PARKING SIGNAGE 12 SCALE: 1"=l' -O" PLAN NOTES: 1. ALL STEEL TO BE WELDED AND GROUND SMOOTH. 2. GATES AND ALL STEEL COMPONENTS ARE TO BE PRIMED AND PAINTED TO MATCH BRONZE COLORED MASONRY COPING CAP 3. STANDARD SIZE 6" STEEL PIPE IS 6.325" O.D. THICKNESS OF 0.28" 4. STANDARD SIZE 5" STEEL PIPE IS 5.563" O.D. THICKNESS OF 0.258" 2"x14"x1" THK. STEEL PLATE WELDED TO STANDARD 6" STEEL PIPE GATE DETAIL 7 SCALE: 3"=1'-0" GREASE (ZERK) FITTING STANDARD 6" STEEL PIPE, W/ END PLATE STANDARD 5" STEEL PIPE, W/ END PLATE TOP AND BOTTOM GATE DETAIL 8 SCALE: 3"=1'-0" 8'-0" MIN. 8'-0" 8'-0" MIN. GREASE (ZERK) FITTING WELD CONT. TOP & BOTTOM SECTION OF STANDARD 6" STEEL PIPE TO STANDARD 5" STEEL PIPE TO CREATE STOP COLLAR 2 1/2"x4 1/2"x1" THK. STEEL PLATE WELDED TO STANDARD 5" STEEL PIPE STEEL WASHERS 4-1/2" DIA. x 1/8" THK. 6'-0" MIN. 1 TYPICAL HANDICAPPED PARKING SPACES 13 SCALE: 1/4"=1'-0" 6'-0" MIN. SSIBLE (ADA) TACTILE WARNING -ACE .L CG -2 CURBING BETWEEN TECTURAL BUILDING PROJECTIONS SHEET C4) HANDICAPPED PARKING SIGNAGE, MOUNT TO FACE OF BUILDING WHERE ALLOWED BY LOCAL AUTHORITIES o:�ALTH OP v JUSTIN M. SHIMP Lic. No. 45183 �_SSIONAL 4'-8" N N 4'-8" IV 0 IV ---- I BOLLARDS, SEE 9/C8 I I I o PITCH SLAB 1/8" PER FOOT o CJ o 12'-6" 4" 4$$ 12'-6" M■ 2 ■ ■ 6" CONCRETE SLAB WITH OWNER SHALL MAINTAIN FACTORY WELDED WIRE MESH REINFORCING ON 4" INSTALLED PLUGS IN DUMPSTER DRAINS AT ALL TIMES SO AS TO PROHIBIT LIQUID COMPACTED GRAVEL OVER DRAINAGE FROM DUMPSTER rnkdpArTFn CIIRrpAnp WASTE ENCLOSURE PLAN 1 SCALE: 1/4"=1'-0" 1 1/2" INTERMEDIATE RIB 18 GA. MTL. DECK. CENTER RIB SPACING INSIDE FRAME, SCREW ATTACHED 2"x2"x1/4" STEEL TUBE DOOR FRAME WELDED TO STEEL PIPE, PAINTED GATE DETAIL - SCALE: SCALE: 11/2"=1'-0" NOTE: SEE CIML DRAWINGS FOR LOCATIONS 30- ILL mm JND IS IN LOW. WELDED - WASTE ENCLOSURE BOLLARD DETAIL 9 SCALE: 1/2"=1'-0" STEEL CHANNEL FRAME. PROVIDE DRAINS AS REQUIRED STANDARD 5" STEEL PIPE WITH WELDED STOP PLATE STANDARD 6" STEEL PIPE WITH WELDED STOP PLATE STOP PLATE 6 1/2" '-0 1 :11�17i�C1.�[ WASTE E 2 SCALE: 1/4"=1'-0" NCLOSURE ELEVATION 8 GATE ELEVATION DETAIL 4 SCALE: 1/2"=1'-0" 6" STANDARD STEEL PIPE. FILL WITH CONCRETE AND FORM A ROUND TOP. DRIVE THROUGH BOLLARDS TO RECEIVE PLASTIC COVER SLEEVE. o BY IDEAL SHIELD - 52" HIGH, CORE -IN WITH DOME TOP, COLOR: YELLOW. CURBING/BOLLARD FOOTING. CONTINUOUS POUR DOWN TO TOP OF BUILDING FOOTING. MATCH PROFILE OF ADJACENT CURB & GUTTER, TYPICAL. BOLLARD PIPE WHERE INDICATED. a Q a 0 0 0 4 4 Q o o o C o a III III IIiIIII II IIIA. III II1 ASPHALT EXPANSION JOINT BUILDING FOOTING DRIVE THROUGH BOLLARD DETAIL 10 SCALE: 1"=l' -O" 1/2" INTERMEDIATE RIB 18 GA. METAL DECK, DINT TO MATCH COPING CAP K2"x1/4" STEEL TUBE FRAME W/ MITERED )RNERS - PAINTED ANDARD 6" STEEL PIPE OVER STANDARD STEEL PIPE SET INTO CONCRETE )LLAR - STANDARD 6" STEEL PIPE STALLED OVER STANDARD 5" STEEL PIPE - ;REW & WELD TOGETHER )P OF PAVING - SEE SITE PLAN FOR )CATION )00 PSI CONC. )MPACTED BASE 2'-0" 2'-0" 0 N � I I I I I _J FACE OF BRICK -J #5 REINFORCING BAR WELDED TO 0 BOLLARD PIPE, TYPICAL FOR ALL C 1 DRIVE THROUGH BOLLARDS. ENSURE ALL STEEL IS MIN. 3" FROM ANY OUTSIDE EDGE OF CONCRETE POUR. FACE OF CURB SHADED AREA INDICATES EXTENTS OF THICKENED CURBING/BOLLARD FOOTINGS. DRIVE THROUGH BOLLARD PLAN 11 SCALE: 1/2"=l' -O" -0" 5 SEE STRUCTURAL DRAWINGS ------ C1 1 FOR WALL & FOUNDATION 1'-0" DESIGN OPTIONS TOP OF MASONRY 8'-8" ABOVE FINISH SLAB SOLDIER COURSE lz 8" CMU LINTEL BLOCK WITH REINFORCING. SEE STRUCTURAL --- DRAWING 10/S-3.1. TRIPLE LADDER WIRE MASONRY TIE FOR CMU WITH VENEER BRICK @ 16" O.C. VERTICAL, TYP. lz FACE BRICK VENEER - __ RUNNING BOND TO MATCH BUILDING BRICK /2" ASPHALT EXPANSION PAINTED 8" CONCRETE JOINT, TYPICAL MASONRY UNIT - FILL CORES W/GROUT GROUT SOLID BETWEEN IE BRICK AND CMU 6" CONC. SLAB FLASHING WITH WEEPS @ 24" O.C. 4" BASE TYP. - D D RN -111 IT I D Hill ®D IIIIIIIIII I i� I II I II � — 1-1II 11 11 AIMIE111-- III— I i D 5 P D WASTE WALLL3 SE SCALE: 1/2"=1'-0' SLOPE ENCLOSURE CTION PREFINISHED METAL COPING, COLOR TO MATCH BUILDING COPING CONTINUOUS CLIP 2x12 PRESSURE TREATED TOP PLATE AND BLOCKING, CONTINUOUS 3/8"x6" ANCHOR BOLT ® 48" O.C. AND 6" FROM END OF EACH PLATE. FACE BRICK SECTION DETAIL - SCALE: 11/2"=1'-0" vex ACC651BIE RESERVED PARKING MAXIMUM PENALTY $500 ;I�IIII� a � III�11;, R7 -8A 12'x6' NUTCD R7-8 12'x18' R7 -8D 12x9' 2 1/2" GALV. ST WTH CAF IIIII u� IIIIII� �I11 a IIII —i iI , ,- NOTE SEE SHEET C4 FOR EXACT LOCATIONS TYPICAL HANDICAPPED PARKING SIGNAGE 12 SCALE: 1"=l' -O" PLAN NOTES: 1. ALL STEEL TO BE WELDED AND GROUND SMOOTH. 2. GATES AND ALL STEEL COMPONENTS ARE TO BE PRIMED AND PAINTED TO MATCH BRONZE COLORED MASONRY COPING CAP 3. STANDARD SIZE 6" STEEL PIPE IS 6.325" O.D. THICKNESS OF 0.28" 4. STANDARD SIZE 5" STEEL PIPE IS 5.563" O.D. THICKNESS OF 0.258" 2"x14"x1" THK. STEEL PLATE WELDED TO STANDARD 6" STEEL PIPE GATE DETAIL 7 SCALE: 3"=1'-0" GREASE (ZERK) FITTING STANDARD 6" STEEL PIPE, W/ END PLATE STANDARD 5" STEEL PIPE, W/ END PLATE TOP AND BOTTOM GATE DETAIL 8 SCALE: 3"=1'-0" 8'-0" MIN. 8'-0" 8'-0" MIN. GREASE (ZERK) FITTING WELD CONT. TOP & BOTTOM SECTION OF STANDARD 6" STEEL PIPE TO STANDARD 5" STEEL PIPE TO CREATE STOP COLLAR 2 1/2"x4 1/2"x1" THK. STEEL PLATE WELDED TO STANDARD 5" STEEL PIPE STEEL WASHERS 4-1/2" DIA. x 1/8" THK. 6'-0" MIN. 1 TYPICAL HANDICAPPED PARKING SPACES 13 SCALE: 1/4"=1'-0" 6'-0" MIN. SSIBLE (ADA) TACTILE WARNING -ACE .L CG -2 CURBING BETWEEN TECTURAL BUILDING PROJECTIONS SHEET C4) HANDICAPPED PARKING SIGNAGE, MOUNT TO FACE OF BUILDING WHERE ALLOWED BY LOCAL AUTHORITIES o:�ALTH OP v JUSTIN M. SHIMP Lic. No. 45183 �_SSIONAL