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HomeMy WebLinkAboutSDP201400063 Plan - Approved 2015-01-15LEGEND EXIST NEW DESCRIPTION 1 T c X 125 Tc TOP OF CURB ELEVATION 165 X 125 SPOT ELEVATION 9 e Ted x 125 TW TOP OF WALL ELEVATION '; 6� B W X t 25 B W BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD - ROOF DRAIN e SEWER LINE a "W �- s °w WATER LINE ®- m GAS .- GAS GAS LINE -- - CHE - OHE - OVERHEAD ELECTRIC WIRE - - -- A - - - - - -- UGE - UNDERGROUND ELECTRIC T OHT - OVERHEAD TELEPHONE LINE - - VGA° - UGT UNDERGROUND TELEPHONE LINE I I- DRAIN INLET (DI) ® STORM /SANITARY MANHOLE I C PLUG 01 ® WATER VALVE do BOX 4 FIRE HYDRANT ® WATER METER LIGHT POLE f UTILITY POLE PROPERTY LINE - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT - - "'- GRADING EASEMENT DRAINAGE EASEMENT - UTILITY EASEMENT -- - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE - - - FENCE STREAM 312 - 12 - INTERVAL CONTOUR -- 00- - oo - INDEX CONTOUR CG -2 cc -2 STANDARD 6' CURB CO-6 cc -6 COMBINATION 6" CURB do GUTTER ILmm D CONCRETE PAVEMENT / SIDEWALK RIPRAP '•'' ASPHALT O GRASS EC -2 MATTING EC -3 MATTING WETLAND to to PARKING COUNT 11111 CROSSWALK HANDICAP ACCESSIBLE AISLE /F-N CG -12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. MAJOR SITE PLAN AMENDMENT FOR 150J AN G LE5' RE5TAU RANT AT RIVANNA RIDGE SHOPPING CENTER TAX MAP 78, PARCEL 73A2 RIVANNA DISTRICT, AL15f-MARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1" =800' IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX IV C I - COVER SHEET C2 - EXISTING CONDITIONS * DEMO PLAN C3 - SITE PLAN OVERVIEW C4 - SITE, UTILITY, * GRADING PLAN C5 - UTILITY PROFI LE5 * SITE DETAILS C6 - LANDSCAPE PLAN C7 - LIGHTING PLAN C8 - SITE DETAILS C9 - LANDSCAPE, LIGHTING, * SITE DETAILS SIGNATURE BLOCK .t..L 0. CURRENT DEVELOPMENT PLANNER R, &4ew- CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE A FIRE OFFICIAL ARCHITECTURAL REVIEW BOA BUILDING OFFICIAL 444 VIRGINIA DEPARTMEN FRANSPORATION DATE il1511'y I_ I- is- / /,Z //5-- r f � z , t / =r6s- APPROVED SPECIAL USE PERMITS Bojangles' SP- 201400004 1. Development and use shall be in general accord with the following revised plans prepared by Shimp Engineering, P.C. Sheet(s) 1 of 4 (cover sheet) and 4 of 4 (Conceptual site layout), dated February 18, 2014, revised 05/14/14 (hereafter "Layout Plan'), as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the specified plans, development and use shall reflect the following major elements as shown on the plans: • Building location, orientation and mass • Relationship of drive -thru lanes to the building and the parking lot • Location and general character of landscaping Minor modifications to the plan that do not otherwise conflict with the elements listed above, may be made to ensure compliance with the Zoning Ordinance. 2. The applicant is responsible for installation and maintenance of control devices including but not limited to signage and pavement markings at the entrance and exit points of the drive -thru lanes, subject to county engineer approval to ensure appropriate and safe travel patterns. 3. The use shall not commence prior to the issuance of a Certificate of Appropriateness by the Architectural Review Board. 4. The use shall commence on or before June 11, 2016 or the permit shall expire and be of no effect. 5. The northern most travel way located on the property parallel to U.S. Route 250 shall be a two -way travel way for the entire portion of the property. First Citizen Bank SP -02 -70 1. The drive through shall be designed in general accord with the improvements that are shown on the preliminary site plan, entitled "Preliminary Site Development Plans for Rivanna Ridge Shopping Center ", revised on January 13, 2003; 2. The drive- through shall be limited to three (3) lanes that follow through to the teller windows and the ATM machine, and an additional lane for bypass traffic; 3. Signage and pavement markings shall be provided at the entrance and exit points of the drive - through lane, subject to Engineering Department approval to ensure appropriate and safe travel patterns; 4. This site shall be subject to the Architectural Review Board issuance of a Certificate of Appropriateness; 5. The drive- through structure shall be located on the south side of the building as illustrated on the site plan; 6. The drive - through shall not exceed three (3) lanes; 7. The architectural design, material and detailing of the drive - through structure shall match that of the main bank building; 8. Evergreen screening trees and /or shade trees and evergreen shrubs shall be planted along the eastern property line; and 9. The planting strip to the west of the drive - through lane shall be planted with evergreen screening trees and /or shade trees and evergreen shrubs. ZONING TMP 78 -73A2 PD -MC - Planned Development Mixed Commercial Per Approved Application Plan, ZMA199800020 Dated: 07/21/98. This Parcel lies within the Route 250 Entrance Corridor (EC). ZMA -98 -20 Pantops PDMC Modifications for Application Plan approval: a. The Board granted a waiver of restrictions to development on critical slopes for and restricted to the Kroger Shopping Center site, the DMV site and to those areas shown for roadways and other infrastructure improvements on the Application Plan. Subsequent requests for other critical slopes waivers as may be requested as other site plans are presented wil be entertained by the Planning Commission. b. The Board did not find that the request for relief from stormwater detention requirements to be contrary to general planning /policy issues. The Board will allow administrative determination by the Engineering Department subject to satisfaction of the Engineering Department concerns as to adequacy of water quality measures as well as adequacy of downstream channels; c. The Board can determine no compelling reason to incorporate commercial roadways into the public road network. Private roads will generally allow more flexibility in site design due to more flexibility in setbacks and improvements which may occur within the right -of -way. Therefore, the Board approved usage of private roadways internal to the development. This should not be viewed as a zoning restriction /prohibition to Board approval of these roads as public roads at some future date; and d. The Board believes that PD -SC parking standard was intended to encourage a Planned Development approach for shopping center development. The Board found that this intent has been accomplished through this petition and that usage of the PD -SC parking standard would be appropriate with this intent as well as with standards of the Comprehensive Plan. ZMA -98 -20 Pantops PDMC Requirements for Application Plan approval: 1. A landscape plan providing full screening of all buildings and parking areas visible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years. 2. A street tree plan providing a visual buffer for Hansen Road and Rolkin Road shall be provided as a condition of site plan or road plan approval. Large street trees shall be planted on both sides of such roads in accordance with Section 32.7.9.6 of the Zoning Ordinance and shall be staggered on opposite sides of the road. 3. All buildings shall be designed to provide rooftop style, treatment and color schemes which assure minimal visual impact on the Monticello viewshed. Assurance of such style, treatment and color schemes shall be a condition of final site plan approval. Such approval may be given by the Director of Planning and Community Development after providing notice to the Thomas Jefferson Memorial Foundation and an opportunity for Foundation comments to be considered. 4. Approval and execution of the Four Party Road Improvement Agreement substantially in accord with the document dated October 20, 1998, and attached hereto, shall be required prior to the approval of any development plan. OWNER RIVANNA RIDGE CHARLOTTESVILLE, LLC. 1385 HANCOCK STREET QUINCY, MA 02169 DEVELOPER /CONTRACT PURCHASER WILCO BO PANTOPS, LLC. 703 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 SOURCE OF TITLE Tax Map 78, Parcel 73A2 (2.64 ACRES TOTAL) DB 1926 PG 390 DB 1987 PG 114 DB 1987 PG 125 DB 27,72 PG 745 MAGISTERIAL DISTRICT Rivanna BENCHMARK Top of existing storm sewer drop inlet along Abbey Road. Elev. 541.31 - See sheet C2. Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Boundary shown per plats of record compiled by Roger W. Ray & Associates. Source of Topography: One (1) foot contours shown from a physical survey under the supervision of Brian S. Ray of Roger W. Ray and Associates, Dated: January 24, 2014. BUILDING HEIGHT Maximum: 35' SETBACKS 30' Building Setback From Public Right -of -Way 10' Perking Setback From Public Right -of -Way EXITING USE Vacant Land PROPOSED USE Per approved special use permit # SP201400004, Dated: 02/18/14. The proposed development shall serve as a fast food restaurant with a drive through window. This use is proposed for a 0.81 -acre portion of the entire parcel of 2.64 acres. Maximum square footage: 35,456 SF LAND USE SCHEDULE EXISTING Area % Limits of Amendment 35.456 SF 100% Landscaping 6,606 SF 18.6% Parking Area 23,200 SF 65.4% Sidewalk /Concrete 197 SF 0.6% Building Pad 5,453 SF 15.4% Total= 35,456 SF (0.81 ac.) PROPOSED Area % Landscaping 7,142 SF 20.1% Parking /Drive -thru 21,932 SF 61.9% Sidewalk /Concrete 2,574 SF 7.3% Building 3,808 SF 10.7% Total= 35,456 SF (0.81 ac.) Total Impervious Area = 28,314 SF (79.9 %) WATERSHEDS This site lies within the Lower Rivanna River watershed. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie in a Zone AE 100 -year flood plain. PARKING REQUIRED: Applebee's Restaurant (13 SPACES PER 1,000 SF)= 4,850/1,000 x 13 = 63 First Citizens Bank (1 SPACE PER 225 SF(3 D/T lanes)= 1,514/225 = 7 Bojangles' Restaurant (13 SPACES PER 1,000 SF) 3,808/1,000 x 13 = 50 TOTAL REQUIRED PARKING: 120 SPACES TOTAL SPACES PROVIDED: 148 (EXISTING) - 50 (DEMOLITION) + 23 (NEW) = 121 SPACES PROVIDED Handicap Spaces Required: 121 Proposed Spaces = 1 Van + 4 Regular HC Spaces (Handicap Spaces Part of 121 Total) Handicap Spaces Provided: 1 Van & 5 Reg. (Exist) - 1 Reg. (Demo) + 1 Van (New) = 2 Van & 4 Reg. HC Spaces APPROVED SPECIAL EXCEPTION The Albemarle County Board of Supervisors, on December 3, 2014, under their consent agenda items, approved a special exception to allow an 11' travel aisle width for the proposed drive - through lane on this plan. 4 -Z L? -TUSTIN M. SHIMP Lire. No. 45183 ��SSIONAL ��� 000 U JUSTIN M. SHIMP Lic NCO.45183 �'�'SSIONAL � G CURB D. 1. P=539.1110 VERT 535.8 EMOVE 1 PERPEN ICULAR S ACES A D EXISTI G CURB 000 U JUSTIN M. SHIMP Lic NCO.45183 �'�'SSIONAL � G X Cl) :D 0 Ld 'tz 0 jE < < rnm iL Z Co— < U-) ll, —0 N 0� ui N:� 4 �z Z o< Z aja ,-::D N M Er) C -i n, LLJ 0 0 RICHMOND ROAD U.S. ROUTE 250 EAST BOUND LANES 197' TO HANSEN ROAD 60 0 60 120 180 SCALE- I" — 6j; 1 ' n, L 01 Ex, Private 50' IngTess/Pgress Easement flansen Road DD 1718--PG 26 (Emergency Easement) nit 1007Dr III :8 "'0 WAI 0.1 001 KM IM M-Al I T M. 78-73A1 RIVANNA RIDGE CHARLOTTESVILLE LLC ZONED PD—MC SHOPPING CENTER USE D.B. 4255-467 D.B. 1987-125 PLAT DD 2102--PC 929 1 ST6RY BRICK I STORY BRICK BUILDING BUILDING . . ..... . Approximate Locatiom Ex. 90' Sanitary Sewer Basement (First Citizens Rank #201 P8 f987-PO 114 (Applebu,$) X-- 4850 sf Trilst Co') Ex, Variable Width Ingress/Egress Easement —_ t1- 1560 sf Roikin Road Height =22.3' DR 1987-PC 04 Height = 21.8' Approximate Location, Ex. 20' Drainage Easement DB 1987-PC 114 FZ' 30' Private Ingress/Egress Easement AMaximate Location, Fx. 15' VEPCO Easement Abbey Road DB 2078-PO 244 D8 1945 US. RT, 250 RICHMOND RD, --Ag 114 Approximate Locatiw� 9z, 15' VEPCO Easement Approximate Location, Ex. 20' Water Line f"ement 013 9841-PO 345 (VARWtE GIMI R/X) Apppozimo;0 Locatiom Ex, 15'City of Charlottesville DB 21%36 PO 520 Gas Line Easement Approximate Location, Ex. CTOV Easement n7 ApproTimate Localiom Ex, 20' Water Line Eaunient @ 11�-' D13 2780-PO 542 DB 2137-P0 450 DB 2247-PG 102 Approxintate LocatioN Ex, 20' Sonilary Sower Easonwnt @ Approximate Location, Ex, 15'City of Charlottesville Ex, Private 120' IwjreS3/E'qress Easement Cas Line Easement Rolkin Road DB 2247-PG 102 DB 2103-PO 103 DO 1944-PO 181 EASEMENT DESCRIPTIONS AND REFERENCE, Not To Scale n 0 0 < 0 < �O a- uj L0 Ln N (f) t 4. 0) Z pm Lu Ci Lij Z 0 0 335' TO ROLKIN ROAD 30 0 30 60 90 Scale: 1 "=30' Dominion Engineering i 434.9MOiV (4 434X41301 M, Mr flurt d, "tnrlrrntrl s' Legend + Sign 0 Fir- Hydrant (D Water Valve Lot PoIe Power Pole CEO Water Meter Hondicap Parking .9) TAX DEED I (aka "Rivanna NVANNA D1$TRR72 SCALE., I PILE. 78-730-01ANT-) 'fiVEY of L.L.C. 1 66 3 Of 3 -V w 0 U JU$'TIN M. SHIMP UCIN 45183 o '7 90NAL I YP.) CA X_ X 5 X CA I i 000 11 i i I i I I JO COI�CRETE--'I UME ::X. > < P 39 > E X 8 MONUMEON\ U0 R8.0' F_ R8.0' SIGN '536- 0 XI FF] ... . ....... 00 IME, > NE—WAY DO �OT ENTER SIGN �:u ............... Z_ (_0 APPROX LOCATION .:X 00 ISTING -vgi EX. SANITAY SEWER .;I- M.: OF J D CJ XXXXXI, . ....... . .............. -Do 1_U .......... SI LATIERAL I 1� I 1�1 0 "iiiiii — cp 3 8 - F1 < CJ1 ci 78 00 39— < > -0/ A C_ z ST-1 . . . ...................... < NEW CONCRETE Dh%F -THRUA-ANE. F_ z S > S < 'ANE F_ F_ 0 F-7 ORDEfe L 4 BEN HM RK---' Cn TEW 4" PVC < A 5 U > SA ATER)M NITARY. L 0 4. L;G-2 4u X R TOP=�5 1.31 1 v x A 4. > < 0 < 0 NEW 1.5" CORP. STOP- R16-O' WATER SERVICE < 4ER SERVICE LINE < NEW 6� C.ON, CRETE SIDEWALK C5 oi. 1111** FT1 w w w < CONNECTION A cj� R4.0' 39 -1-TT-rT -I r -M-177-17TI T TMTn FF1TP rT IFTT T 01i 0 iRY 11111111 3,9 Uj -W 2" BACKFLOW < _T] Ludi��_LLLLLLL��� RqENTOR C/) BUILDING D> A I - 0 RR ENTRANCE LJ__ 0 AWNING (TYP.) Cn k-) (TYP.) (see detail w sheet C5) 1�1 - 00 �T-2 0 V) W IUJ X > PAJANGLES' RESTAURANT -1 _00 IM, 4 LLJ '91 �471 < S38- X.: _U PROTOTYPE BO-8.0 V -co > 10, 16'— 20' 11'_ —1139' L�j 0 3808 SQUARE FEET --A LLJ G-) PPROX. LOCATION OF E ISTING TRAVEL AISLE z < co NEW FINISH FLOOR ELEVATION 1110 > MANAGED STEEP SLOPES co CD CA 4 SITE LIGHT 540.3 (J� > IFT1 (TYP.) < 20' 16.3 . ............ T AVEL AISLE Visibility of all mechanical equipment from 0 �:u M the Entrance Corridor shall be elimincted > —0 AC&ESS AND < C)c� :�u �OCATIO GIA'S LIN TO BIE VERIFIEP BY Sl E NEW MONUMENT--, _0 < < Cf) COl'ITRACTOR M NEW WALL SIGN LOCATION > PACK LIGHTING -M=r -T S G' M 7M R4.0' 6�'STEEL/CONCWTE 0 (TYP.) BOLLARD(T�0.) PICKUP _Z _T] 7 �l NDO Ll Opy 00 ;U -------- ------------ -------- < NEW 6'XONCRETE SIDEWALK __j FT1 8.96' co 0 --E-.NTR�NCE/[)1I TI 01' [CAN �Al_ 139 S11 "NO -IR16.0' 3 V CU cil -0 49 'a I Cf) 0� Cf) C/� I R 3. 0' CG—.2 R3 < > -ST- 3 40— 00(,o I . .1 .. . < FT] 0 R1.O' N) 0 F_ < V, .< - PICK—UP LANE, 0 C) Cil Z_ M >< 4 < < 1-0.4 R8.0' -0 Cn �Ij 7 R8.0' �'iiK xii I— cj� Imm. > N E W D Fri C 1! —WAY > i Fr] > > OC) > U NOT R SIG FT1 > -J FT1 C/-) F— Z m M 0 M > --- . ........ \'07J Cn ........ . ...... M> > R 8. O'l R8 0 x XIX r '0 FTI C v z S10 MEN -90 'gsgg: 00 r X. > Z -T] I I I I I I I I I I I I I I - -u�.-_ � � 1111iii ss; mossol In >1 1011" X Q ___1 -RELOCATED ROAD SIGN LOCATION Scale: 1"=10' "I U JUSTIN M. SHIMP Lic.,NQ. 45183 10' 5 "' 24" MANHOLE 2' 0" FRAME & COVERS 2' O" (MH- 5900 -F) - ..-- ------ -------- - -` -` -- .. . - . -• ---- -<_, - -. CSI BOOT FOR ' 0 4 OR 6" % a lTt INLET PIPE l ^ , PF° = Po P 1J /' �1 PP 4tla 4444n _ PP cV P tltl .i tl , 1 � �BOOT a FOR 4 OR 6 cv --- - - ---- - - - - -- ..... ----------- ------- OUTLET PIPE STRUCTURE DESIGNED FOR PLAN VIEW MAXIMUM 8 FT OF COVER VAULT REINFORCED RISERS 5,000 PSI FOR H2O TRAFFIC TO GRADE ... REINFORCED LOADING , SY OTHERS CONCRETE ILO COD GENERAL NOTES: is /' /'r' ' ._.� •• ' , , /,r' 4 l6" VENT, 1 WITH SLIP RESISTANT NTEGRAL�SURFACE COVERING THE FULLLLWIDTH�OFTHTH E RAW FLOOR BY 2 F00T N LENGTH N THE DIRECTION OF PEDESTRIAN 7 YDEL..OTHER TYPE'S OF MATERIAL WITH THE TRUNCATED DOMES. DETECTABLE - - - - - -- ------ BL- OCKOUT .......:: .._.._ .. -. ..:.... 'v 3 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.. TYPE TYPE A BOOT FOR.: B 4 THICK -. PRECAST RAMP FLOOR. PRECAST IXNGRETESFW.L :CLASS A-4. 4" OR 6" 5. REQUIRED BARS ARE TO BE NO.5 X 8" RACED 1'CE'NTER TO CENTER ALONG:. BOTH I OF T�F RAMP FLOOR, MD -DEPT OF RAMP FLOOR, MINWM CONCRETE CONCRETE COVER T!t" • INLET PIPE ': BAFFLE TYPE B 7. CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL. BY TFE EIVGMREM THEY ARE TO BE PROVIDED AT NTERSECTI0N5 wIEIEVER WALL 8" x 30" `' GROSSES =A CURB RE0ARDLESS OF WHET SIDEWALK 1S EXISTING PROPOSED,. OR NONEXISTENT. THEY MIST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS a AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT FLOW PORT BE LOCATED BEH VEHICLE STOP LIN ES E)UISTNG LIGHT POLES FIRE HYDRANTS,DROP S ETC. ACCESSIBLE RUkiTES PROVIDE CONTINUOUS - A UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENT'S OF A FACILITY THAT CAN BE APPROACkED,.ENTEHEU: u.Y ANO MIS BY PEDESTRIANS. 6" 7 MN AT X . 2" HIGHER THAN THAT THE SLU7PE A'' THE C01✓NECTUON OF THE CURB OPEHNG IS PEI7AENDICULAR 70 THE CURB. EDGE OF PAVEMENT AT )IC* , SAE AS TOP OF CURB 9. TY C BETE S ALK IS 4" THE IHAW C OT RE �i p TYPE C Ta TT Ix E CEH' �v�r�ICx TRUCK TRAFFIC) FOR CO RETE::DEPTH. - ?9 800T FOR 4" OR 6" OUTLET PIPE 2' OF SM ?9.5A SUPERPAVE (D jj 00 °°°°°°°° 6' ?VDOT#21A BASEST W 00 0000000000000000 ONE „� Z 0 � -I El I I -I -II j - -- COMPACTED SUBGRADE ST -1 ST -2 ST -3 ST -4 ST -5 N w CBR=10 Z TO BE FIELD VERIFIED z LL TYPICAL PAVEMENT SECTION FOR PARKING & TRAVELWAYS ±rT _+ '�,, w z �5 Not To Scale 555 _ - 555 0 z 550 550 V) 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. I� 545 545 �I N O N 540 _ _._ _ _ _ _ _ _ 540 W N - -- - w Q 6' ? 3A00 PSI CONCRETE HQI)E 09 16% ° 535 _ _ 535 W rAl Arw 12 _j J 0 0 0 0 0 0 0 0 0 0 6' ? VDOT #21 A BASESTONE - 000000 ©00000000000000 -� - W -III -I III III -I I i 1 I I- COMPACTED SUBGRADE 530 r Lo co 530 w CBR=10 LO 0 TO BE FIELD VERIFIED 525 _ _ ��-� V _ _ _ _ m 525 W Q . o z zz zz N U ri" TYPICAL CONCRETE PAD SECTION -- -- C5 Not To Scale 520 0 +00 0 +50 1 +00 1 +50 520 4 STORM SEWER PROFILE -'C'PLo, �_,2 C5 SCALE: HORZ: 1"=10' VERT: 1"=30' O� . �w+� +6 DOWId.5. B" LONG A ERMI CONSTRUCTION JGO SECTION VIEW AT 12" C C TIRUGTION/ S' MIN. MT NOTES: ,�, MAX = �. , .. . 4' ? 3,000 PSI CONCRETE O 1. VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY v JUSTIN M. SHIMP �' .25 000 CBS. +�+ MAx 2. MANHOLE FRAMES AND COVERS SHIPPED SEPARATELY FOR B 2C B 00000000000000000000 4' ? VDOT#21A BASESTONE 0 0 0 0 0 0 0 0 0 0 INSTALLATION BY CONTRACTOR 3. RISERS TO GRADE NOT INCLUDED ESErr eLE) TRDNCATED DGMM � _ + - _ _ A $EE SHEET 1OF 4 FOR DETAILS � i III -III` - COMPACTED SUBGRADE ���/ SCALE: NONE DATE: 11/21/07 DWG: GT -1800 H2O y -o^ NaH & _ CBR =10 GEAR FL 0 V V TO BE FIELD VERIFIED OF TUCH�FACE 6y CP&P 1,600 GALLON H2O OF C� - I LL CONCRETE PIPE & PRECAST LL GREASE INTERCEPTOR CROSSWALK 3 TYPICAL SIDEWALK SECTION III n +3H�a sae - 2e78 SECTION A -A TYPICAL PLACEMENT 2 AT INTERSECTION WITHIN CROSSWALK C5 Not To Scale COEN'H USITRUTION JOINT nz 'SECTION B -B NOTE* FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE. SEE. SHEET I OF 4. TYPE B PARALLEL APPLICATION CG-12.. GENERAL NOTES: LENGTH 6" CURB 1, THE DETECTABLE WARNING SHAT BE PROVIDED BY TRUNCATED DOMES. 4 8 1 WITH SLIP RESISTANT NTEGRAL�SURFACE COVERING THE FULLLLWIDTH�OFTHTH E RAW FLOOR BY 2 F00T N LENGTH N THE DIRECTION OF PEDESTRIAN 7 YDEL..OTHER TYPE'S OF MATERIAL WITH THE TRUNCATED DOMES. DETECTABLE S NIHK7 MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.. TYPE TYPE A 4. F RAND FLOOR EPRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO B TAT ADJOINING FLAED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 6 PRECAST RAMP FLOOR. PRECAST IXNGRETESFW.L :CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" RACED 1'CE'NTER TO CENTER ALONG:. BOTH I OF T�F RAMP FLOOR, MD -DEPT OF RAMP FLOOR, MINWM mss, IMOU � CONCRETE COVER T!t" 12,U 6- CURB I CURB AND CUTTER SLOPE TRANSITIONS ADJACENT To CURB: RAMPS a l ARE INCLIAED N PAYMENT FOR :CURB / CURB AID GUTTER. TYPE B 7. CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL. BY TFE EIVGMREM THEY ARE TO BE PROVIDED AT NTERSECTI0N5 wIEIEVER -i AN ACCESSBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FAIq.iTY i�17RDER THAT THE BOTTD OF CURB me CIDE inTH THE TOP OF A COURSe OF THE P SUBSTRUCTURE. OTHERIk1$E TFE DEPTH IS TO BE 16" AS SN01r11• NIO ADJUSTMENT GROSSES =A CURB RE0ARDLESS OF WHET SIDEWALK 1S EXISTING PROPOSED,. OR NONEXISTENT. THEY MIST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS a AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT .: BE LOCATED BEH VEHICLE STOP LIN ES E)UISTNG LIGHT POLES FIRE HYDRANTS,DROP S ETC. ACCESSIBLE RUkiTES PROVIDE CONTINUOUS - A UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENT'S OF A FACILITY THAT CAN BE APPROACkED,.ENTEHEU: u.Y ANO MIS BY PEDESTRIANS. 8; RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENIM IS PLACED WITHIN THE UNITS OF THE CROSSWALK AM 7 MN AT X . 2" HIGHER THAN THAT THE SLU7PE A'' THE C01✓NECTUON OF THE CURB OPEHNG IS PEI7AENDICULAR 70 THE CURB. EDGE OF PAVEMENT AT )IC* , SAE AS TOP OF CURB 9. TY C BETE S ALK IS 4" THE IHAW C OT RE �i p TYPE C Ta TT Ix E CEH' �v�r�ICx TRUCK TRAFFIC) FOR CO RETE::DEPTH. PARALLEL &PERPENDICULAR 10, WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE -PATN4 THE MRAIAA WIDTH SHAT BE THE WIDTH OF THE SEARED USE PATH MATERIAL X D X 1.8" - 2.4^ TRUNCATED DOME Y2" PER 1` OF H G-c o 0 O O 0 0 0 O O O a O a 0 0 0 0: 0 0 0 0 0 0 0 6 0 ' 17.5" e' 0 0 0 0:0 a 0 0 0 0 0 0 0 O ROCK FOUNDATION HV 00000000 0000 000' PIPE PROJECTION ABOVE GROUND LINE 00000000 0.2" 5 0 % - 65X OF . B A S E DIAMETER. 00 0000000, O a 0 0 0. a 0 0 0 0 0 0 0 0 0 ' oa0oaaoaa000aa10 O.S. - ,4" VARIABLE am DUAIETTER -PAN MIUM, � TRUNDETEADL DOME DETECTABLE WARNING DETAIL SHEET .1 OF 4 CG -12 DETECTABLE WARNING SURFACE' REV. GENERAL NOTES 203.05 VIROINIA DEPARTMENT: OF TRANSPORTATION 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL_ BE COATED WITH AN APPROVED 2' OF SM ?9.5A SUPERPAVE (D jj 00 °°°°°°°° 6' ?VDOT#21A BASEST W 00 0000000000000000 ONE „� Z 0 � -I El I I -I -II j - -- COMPACTED SUBGRADE ST -1 ST -2 ST -3 ST -4 ST -5 N w CBR=10 Z TO BE FIELD VERIFIED z LL TYPICAL PAVEMENT SECTION FOR PARKING & TRAVELWAYS ±rT _+ '�,, w z �5 Not To Scale 555 _ - 555 0 z 550 550 V) 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. I� 545 545 �I N O N 540 _ _._ _ _ _ _ _ _ 540 W N - -- - w Q 6' ? 3A00 PSI CONCRETE HQI)E 09 16% ° 535 _ _ 535 W rAl Arw 12 _j J 0 0 0 0 0 0 0 0 0 0 6' ? VDOT #21 A BASESTONE - 000000 ©00000000000000 -� - W -III -I III III -I I i 1 I I- COMPACTED SUBGRADE 530 r Lo co 530 w CBR=10 LO 0 TO BE FIELD VERIFIED 525 _ _ ��-� V _ _ _ _ m 525 W Q . o z zz zz N U ri" TYPICAL CONCRETE PAD SECTION -- -- C5 Not To Scale 520 0 +00 0 +50 1 +00 1 +50 520 4 STORM SEWER PROFILE -'C'PLo, �_,2 C5 SCALE: HORZ: 1"=10' VERT: 1"=30' O� . �w+� +6 DOWId.5. B" LONG A ERMI CONSTRUCTION JGO SECTION VIEW AT 12" C C TIRUGTION/ S' MIN. MT NOTES: ,�, MAX = �. , .. . 4' ? 3,000 PSI CONCRETE O 1. VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY v JUSTIN M. SHIMP �' .25 000 CBS. +�+ MAx 2. MANHOLE FRAMES AND COVERS SHIPPED SEPARATELY FOR B 2C B 00000000000000000000 4' ? VDOT#21A BASESTONE 0 0 0 0 0 0 0 0 0 0 INSTALLATION BY CONTRACTOR 3. RISERS TO GRADE NOT INCLUDED ESErr eLE) TRDNCATED DGMM � _ + - _ _ A $EE SHEET 1OF 4 FOR DETAILS � i III -III` - COMPACTED SUBGRADE ���/ SCALE: NONE DATE: 11/21/07 DWG: GT -1800 H2O y -o^ NaH & _ CBR =10 GEAR FL 0 V V TO BE FIELD VERIFIED OF TUCH�FACE 6y CP&P 1,600 GALLON H2O OF C� - I LL CONCRETE PIPE & PRECAST LL GREASE INTERCEPTOR CROSSWALK 3 TYPICAL SIDEWALK SECTION III n +3H�a sae - 2e78 SECTION A -A TYPICAL PLACEMENT 2 AT INTERSECTION WITHIN CROSSWALK C5 Not To Scale COEN'H USITRUTION JOINT nz 'SECTION B -B NOTE* FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE. SEE. SHEET I OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT LBAMUM RW 4" CURB LENGTH 6" CURB 0 4 8 1 6 7 2 S B 3 6 9 4 B t2 6 10 i6 6 14 : T6 NOTE, THE REQUIRED oLNil'IEO TO ET. RE AGARDLESS OF THE. PE. SHEET 3 OF 4 CG' -12 DETECTABLE WARNING SURFACE IN TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF 7RANSP -0 RTAT10l1 203,08 _3 NOTES= I. THE I1 1W ),AY BE PRECAST OR CAST IN RACE 2. T 4000 PTE Q EC ST. A3 F CAST IN PLATE, 4000 P91 F PRECAST. 3, CITE HAVING A RADUS OF 3DO FEET OR LESS GLOW FACE OF CUR'8) WLL BE PAD FOR AS RADIAL CURB. 4 THE = OR � DE M S <"f�PHCI'DEP 1I)1 ORDER THAT 60TTOY OF ODU) wy/LL_4,_E Own, COURSE OF THE PA #v T.9IBSTRUOTURE. TH U Tp BE ,B" I 9D ND M' TLENT THE PRICE BID 6. TO µ10E: FDR A DECRE.LRE OR AN ASE N DEPT•IL r. CO -3 IS TO USED. ON RQMWAYS METRAG THE REOUIEYQITS �I� 7 AS SHAWN IN APPE7WIN A OF TTH,EQY�OtHT ROM OESIpi B. TiTM1�E n �aT MIN 2• Sp ,. 2 4' b SMWAEE p -� p A • 6` NOTE. 4 BASE.. s. • s. STANDARD 4" CURB RI Do VRWN P TOO 2DL02 A DEPARTMENT OF TRNYBPORTATION 302 TOP OF FILL 4 v 5' MIN GROUND LINE I GROUND LINE z A 4' SOUAE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR ►LX PERPENDICULAR CROSSWALK WITN THE MMOED CROSSWALK AREA.. GROUND :LINE z ' NOTE, THE REQUIRED oLNil'IEO TO ET. RE AGARDLESS OF THE. PE. SHEET 3 OF 4 CG' -12 DETECTABLE WARNING SURFACE IN TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF 7RANSP -0 RTAT10l1 203,08 _3 NOTES= I. THE I1 1W ),AY BE PRECAST OR CAST IN RACE 2. T 4000 PTE Q EC ST. A3 F CAST IN PLATE, 4000 P91 F PRECAST. 3, CITE HAVING A RADUS OF 3DO FEET OR LESS GLOW FACE OF CUR'8) WLL BE PAD FOR AS RADIAL CURB. 4 THE = OR � DE M S <"f�PHCI'DEP 1I)1 ORDER THAT 60TTOY OF ODU) wy/LL_4,_E Own, COURSE OF THE PA #v T.9IBSTRUOTURE. TH U Tp BE ,B" I 9D ND M' TLENT THE PRICE BID 6. TO µ10E: FDR A DECRE.LRE OR AN ASE N DEPT•IL r. CO -3 IS TO USED. ON RQMWAYS METRAG THE REOUIEYQITS �I� 7 AS SHAWN IN APPE7WIN A OF TTH,EQY�OtHT ROM OESIpi B. TiTM1�E n �aT MIN 2• Sp ,. 2 4' b SMWAEE p -� p A • 6` NOTE. 4 BASE.. s. • s. STANDARD 4" CURB RI Do VRWN P TOO 2DL02 A DEPARTMENT OF TRNYBPORTATION 302 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL 4 v TOP OF FILL GROUND LINE I GROUND LINE z GROUND :LINE z ' I -11I I (.I rrrrrr ' rrrr 1 I hI I I I • �L � 1) I _ rrrrrr I 1 11 11 TILL, rrrr I- rrrrrrr rrrrrr - l I TI I i_1(IJ l 0. f I I.I rrrr err rrr rr "'T =I " I1. EARTH ow - T1 I I r rrrr �T j rr I I � I I 6n MIN. 1/ S "---� I I= III rr r I ROCK OR - IhI rr r EARTH b 4. V. a l I o UNYIELDING 17 I I_ 501 �*� II -i i�17RDER THAT THE BOTTD OF CURB me CIDE inTH THE TOP OF A COURSe OF THE P SUBSTRUCTURE. OTHERIk1$E TFE DEPTH IS TO BE 16" AS SN01r11• NIO ADJUSTMENT a IN THE PRICE BD IS- TO BE MADE FOR A DECREASE OR AW - r MATERIAL fL� I4" 2" R 5. (.ir2 IS BE USED Db� ROlHaG THE RE 1w AR ME MIN. 1/10 D MIN. u I 1/10 D MIN. 1/10 D - - - - X D X BEDDING X D X BEDDING MATERIAL MATERIAL X D X Y2" PER 1` OF H s' Ivllr�. MIN. a ", MAX. 24" ' 17.5" e' NORMAL EARTH FOUNDATION ROCK FOUNDATION a / _ q 37' MIN. PIPE PROJECTION ABOVE GROUND LINE MIN. 15 x D MIN. 1.5 x D WINGNUT LOCKING ASSEMBLY 12° MIN. MIN. 1.5 x D MIN. 1:5 x D ' 01 _ q • TOP OF FILL SEE NDTE 4, BYPASS TOP OF FILL NOTES: TOP OF FILL 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 7 MINIMUM WALL THICKNESS FOR PRECAST OR POUR IN -PLACE VAULTS SHALL BE 4 ". MINIMUM WALL 1 HICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL_ BE COATED WITH AN APPROVED 2 WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 If METER) NTS SUBIM rrrrrrrrrrrrrlrrrrrrrrrrrrrrr rrrrrrr,- 'rrrrr FIG. W- 7B 1 . TD 12 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE I GROUND LINE z GROUND :LINE z ' I -11I I (.I rrrrrr ' rrrr 1 I hI I I I • �L � 1) I _ rrrrrr I 1 11 11 TILL, rrrr I- rrrrrrr rrrrrr - l I TI I i_1(IJ r f I I.I rrrr err rrr rr "'T =I " I1. EARTH - - �- I I rrr rr T1 I I r rrrr �T j rr I I � I I r a r I I= III rr r I ROCK OR - IhI rr r EARTH b v a l I o UNYIELDING 17 I I_ 501 �*� II -i i�17RDER THAT THE BOTTD OF CURB me CIDE inTH THE TOP OF A COURSe OF THE P SUBSTRUCTURE. OTHERIk1$E TFE DEPTH IS TO BE 16" AS SN01r11• NIO ADJUSTMENT BEDDING IN THE PRICE BD IS- TO BE MADE FOR A DECREASE OR AW - r MATERIAL I4" 2" R 5. (.ir2 IS BE USED Db� ROlHaG THE RE 1w AR ME MIN. 1/10 D MIN. u I 1/10 D MIN. 1/10 D - - - - X D X BEDDING X D X BEDDING MATERIAL MATERIAL X D X Y2" PER 1` OF H MIN. a ", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 15 x D MIN. 1.5 x D MIN, 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1:5 x D ' SURFACE TOP OF FILL SEE NDTE 4, : a TOP OF FILL TOP OF FILL BASE 2 2 ,. rr�rrr rrrrrrr +.� = SUBIM rrrrrrrrrrrrrlrrrrrrrrrrrrrrr rrrrrrr,- 'rrrrr rrrrrr/ rrrrrrr ' '� ^ 1 . rrrrr rrrr 1 ' rrrrrr,�rrrrrr -- •:"`• �r +., GROUND. � rrrr rrr ° '1 a � _ rr rr - � rrrrrrrrrrr rrrrrrrrrrr = rrrrrrrrrr rrrrrrrrrr y o », "LINE � o -� �� r rr >' LINE + rrrrrrrrr a rrrrrrrrrr _ GROUND :* »• :; - ° _ LINE 'A - A d BASE III II I I -111 -111 I I r EARTH l 1'1 I ILT� ROCK I- WIN. i /tO D - UNYIELDING I I= 11 -�_ DI .- - I -- -Tr-I i I-I I r-i 1 -1 i MIN. 1/10 0 BEDDING EARTH MIN. 1/10 D X D X BEDDING MATERIAL 1z'� PER - - IL ," OF H X D X iAIN. 8 ", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, CAR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE � EMBANKMENT NOTES: SPECIFICATIONS. CLASS T BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SE GENERAL T SEWERS NE AL NO ES SPECIFICATIONS: ON SHEET 107,00. �T=^�^. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED 1N PLACE OF CLASS I BACKFILL: rrr% IN ACCORDANCE IWITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. lvQ0T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDAIROS (/'"•`� �^+ /^+ BACKFILL u CIR'l, PIPE BEDDING AND BACKFILL - METHOD "All - VIRGINIA DEPARTMENT OF TRANSPORTATION REV, 4/08 SHEET 1 OF 4 REVISION DATE 07/12 • VIRGINIA DEPARTMENT OF TRANSP7RTATION, I't 302 303 107,01 Lic, N . 45183 �O �SS10 W �w E �l E�cnE cn a) a� O [T o- E EU OU s U U 0 (D n �q Q S= C Q O O N Lf CD rY\ o w N O C'j �V N O O N Ir L � I LL I"II%j �� ir W � O' uj 2 .. Z Lu W��Q om � J 2 Date 0(9/13/2014 Scale N/A Sheet No. C5 OF 9 �� 13.006 CC-2 NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONE T4 BE CLASS A3 IF CAST IN PLACE, 4WD PSI IF PRECAST, 3. HAVPHG A A1DK0 OF 300 FEET OR SS OULCNG FACE OF CURB) ILL BE PAW FOR AS RADIAL CURB, 4.TH€ DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15 DEPTH) OR II1CIiEA4SED 'A5 MUCH AS 3" (21" DEPTH) i�17RDER THAT THE BOTTD OF CURB me CIDE inTH THE TOP OF A COURSe OF THE P SUBSTRUCTURE. OTHERIk1$E TFE DEPTH IS TO BE 16" AS SN01r11• NIO ADJUSTMENT IN THE PRICE BD IS- TO BE MADE FOR A DECREASE OR AW INCREASE IN DEPTH. I4" 2" R 5. (.ir2 IS BE USED Db� ROlHaG THE RE 1w AR ME A OF THE DOT 940L ' SURFACE SEE NDTE 4, : a BASE p .d- SUBIM 4" RADIUS � SURFACE e• MAX. 'A - A d BASE a ACCEPTABLE ALTERNATIVE F CURB IS EXTRUDED F1GHTi011 " STANDARD 6" CURB' 5D02 VIRGINIA DEPARTMENT OF TRANSPORTATION REV, 4/08 F201-Ot W � O' uj 2 .. Z Lu W��Q om � J 2 Date 0(9/13/2014 Scale N/A Sheet No. C5 OF 9 �� 13.006 26' -4" IRRIGATION FREEZELESS YARD HYDRANT CONTROLS, C ROUTED FROM MIXING VALVE GC COORD. INSIDE BUILDING, SEE PLUMBING DRAWINGS N I- ALT #3: CO2 TANK, RUN 1 1/2" PVC PIPE TO BLDG FOR LINES. (LONG SWEEP ELBOWS NO 90 DEGREE FITTINGS) ..... :.....::................. D � � i ^ ��i � i • � �i� i �i�i � i � i �i�i � ii � � �i�i� i � i � iii �i � i �� �� �i�i ; • N ! 01 ii 3 i BOLLARDS, SEE 9/C8' C I ' � ( TYP. w 0 12' -6" m o ITT cn n = O m Z m -1 T -0 o D �;u D � 6" CONCRETE SLAB WITH WELDED WIRE MESH REINFORCING ON 4" COMPACTED GRAVEL OVER COMPACTED SUBGRADE o PITCH SLAB 1/8" PER FOOT CJ 4 4" nnlnii Tn IIATnII nl III nlAln WASTE ENCLOSURE ELEVATION ��--/ SCALE: 1 /4 „ -1' -0” w - 12'-6" : CD 0 OWNER SHALL MAINTAIN FACTORY INSTALLED PLUGS IN DUMPSTER DRAINS AT ALL TIMES SO AS TO PROHIBIT LIQUID DRAINAGE FROM DUMPSTER WASTE ENCLOSURE PLAN. 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 3p, (SATE DETAIL SCALE: 1 1/2"=V-0" 8' STANDARD STEEL PIPE. FILL WTH CONCRETE AND Fatty A RWND TOP. - a FACE OF BRICK PAINT SURFACE OF BaLARDS IN STANDARD 6" STEEL PIPE OVER STANDARD 5" @ 16" O.C. VERTICAL, TYP. 6" STANDARD STEEL PIPE. FILL WITH WASTE ENL=RE OSHA YELLOW. STEEL PIPE SET INTO CONCRETE CONCRETE AND FORM A ROUND SURFACE AS SCHEDULED 9 COLLAR - STANDARD 6" STEEL PIPE INSTALLED BOND TO MATCH BUILDING BRICK DRIVE THROUGH BOLLARDS TO OVER STANDARD 5," STEEL PIPE - SCREW & PAINTED 8" CONCRETE MASONRY 4. RECEIVE PLASTIC COVER SLEEVE. UNIT -FILL CORES W /GROUT I I- BY IDEAL SHIELD - 52" HIGH, ° ° G CORE -IN WITH DOME TOP, COLOR: - 6" CONC. YELLOW. 1 TWO $5 REINFORCING BARS WELDED CURBING /BOLLARD FOOTING. TOP OF PAVING — SEE SITE PLAN FOR LOCATION ° t- TO PIPE IN BOTH DIRECTIONS -0 1/2' I s: q. -III II —I e d a 3000 PSI CONC. 1 II I I- _II o 1111 - T I I -1111 1 1 1= IIIIF�I I I i l 2' -8• I 11111 NOTE: SEE CIVIL DRAWNGS FOR LOCATIONS 4 WASTE ENCLOSURE OBOLLARD -6" DETAIL d' Q d 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" f 6' -0" 24" MTL. CANE BOLT - PAINT TO MATCH GATES - PROVIDE PIPE SLEEVES IN PAVING FOR THE OPEN AND CLOSED POSITIONS OF ALL DOORS, TYPICAL -, CB - -' 1 1/2" INTERMEDIATE RIB 18 GA. METAL DECK, PAINT TO MATCH COPING CAP 2 "x2 "x1/4" STEEL TUBE FRAME W/ MITERED CORNERS - PAINTED r GATE ELEVATION DETAIL SCALE: 1 /2" =1' -0" FACE OF BRICK STANDARD 6" STEEL PIPE OVER STANDARD 5" @ 16" O.C. VERTICAL, TYP. 6" STANDARD STEEL PIPE. FILL WITH STEEL PIPE SET INTO CONCRETE CONCRETE AND FORM A ROUND COLLAR - STANDARD 6" STEEL PIPE INSTALLED BOND TO MATCH BUILDING BRICK DRIVE THROUGH BOLLARDS TO OVER STANDARD 5," STEEL PIPE - SCREW & PAINTED 8" CONCRETE MASONRY EXPANSION JOINT, RECEIVE PLASTIC COVER SLEEVE. UNIT -FILL CORES W /GROUT WELD TOGETHER BY IDEAL SHIELD - 52" HIGH, GROUT SOLID BETWEEN BRICK CORE -IN WITH DOME TOP, COLOR: AND CMU 6" CONC. YELLOW. t CURBING /BOLLARD FOOTING. TOP OF PAVING — SEE SITE PLAN FOR LOCATION t- -0 1/2' OF BUILDING FOOTING. s: q. - I 3000 PSI CONC. W I I- _II o 1111 - I I I— COMPACTED BASE I III: 1 _�1 ,�. 11111 ICI 4 a � I_I�IIIII;IIII 1' -6" GATE ELEVATION DETAIL SCALE: 1 /2" =1' -0" SCALE: 1 " =1' -0" 2' -0" 2' -0" i N �-- - - -- -_ - I I - I FACE OF BRICK #5 REINFORCING BAR WELDED TO 10 BOLLARD PIPE, TYPICAL FOR ALL C 8 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 " =1' -0" 4 � SEE STRUCTURAL DRAWINGS __ - -- Cg FOR WALL & FOUNDATION DESIGN OPTIONS i TOP OF MASONRY 8' -8" ABOVE FINISH SLAB - SOLDIER COURSE • "6 8" CMU LINTEL BLOCK WITH REINFORCING. SEE STRUCTURAL DRAWING 10/S -3.1. 6 TRIPLE LADDER WIRE MASONRY FACE OF BRICK @ 16" O.C. VERTICAL, TYP. 6" STANDARD STEEL PIPE. FILL WITH CONCRETE AND FORM A ROUND TOP. BOND TO MATCH BUILDING BRICK DRIVE THROUGH BOLLARDS TO PAINTED 8" CONCRETE MASONRY EXPANSION JOINT, RECEIVE PLASTIC COVER SLEEVE. UNIT -FILL CORES W /GROUT TYPICAL BY IDEAL SHIELD - 52" HIGH, GROUT SOLID BETWEEN BRICK CORE -IN WITH DOME TOP, COLOR: AND CMU 6" CONC. YELLOW. SLAB CC — 4" RAgF CURBING /BOLLARD FOOTING. CONTINUOUS POUR DOWN TO TOP -0 1/2' OF BUILDING FOOTING. MATCH PROFILE OF ADJACENT CURB /2' & GUTTER, TYPICAL. # 5 REINFORCING BARS. WELD TO I BOLLARD PIPE WHERE INDICATED. = I 4 a Q d' Q d o o a Ilil l I II I 11 I I I C III 1 11' ill II,_ ASPHALT EXPANSION JOINT BUILDING FOOTING DRIVE THROUGH BO ARD DETA SCALE: 1 " =1' -0" 2' -0" 2' -0" i N �-- - - -- -_ - I I - I FACE OF BRICK #5 REINFORCING BAR WELDED TO 10 BOLLARD PIPE, TYPICAL FOR ALL C 8 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 " =1' -0" 4 � SEE STRUCTURAL DRAWINGS __ - -- Cg FOR WALL & FOUNDATION DESIGN OPTIONS i TOP OF MASONRY 8' -8" ABOVE FINISH SLAB - SOLDIER COURSE • "6 8" CMU LINTEL BLOCK WITH REINFORCING. SEE STRUCTURAL DRAWING 10/S -3.1. 6 TRIPLE LADDER WIRE MASONRY vm AC(M01 RESERVED PARKING 0 MAXIMUM PENALTY $500 WASTE ENCLOSURE WALL SECTION SCALE: 1 /2" =1' -0" SLOPE -- - - - - -- PREFINISHED METAL COPING, COLOR TO MATCH BUILDING COPING I. 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. Q. o FACE BRICK SECTION DETAIL- SCALE: 1 1/2;"=1"-021 R7 -8A 12'x8' MUTCD R7 -8 12'x18' R7 -8D 12'x9' 2 1/2' GAILY. STI PATH GAP jol III - -III I = NOTE SEE SHEET C4 FOR EXACT LOCATIONS 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 bile I- N 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 TYPICAL HANDICAPPED PARKING S GNAGE SCALE: 1 " =1' -0" 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 GATE DETAIL SCALE: 3 " =1' -0" 8' -0" 8' -0" MIN. 010i 6' -0" MIN. 8' -0" 6' -0" MIN. TYPICAL HANDICAPPED PARKING SPACES N N STEEL WASHERS 4 -1/2" DIA. x 1/8" THK. 1 ACCESSIBLE (ADA) TACTILE WARNING SURFACE INSTALL CG -2 CURBING BETWEEN ARCHITECTURAL BUILDING PROJECTIONS (SEE SHEET C4) HANDICAPPED PARKING SIGNAGE, MOUNT TO FACE OF BUILDING WHERE ALLOWED BY LOCAL AUTHORITIES -"-,PLTH QF 1 � y U JUSTIN M. SHIMP Lic. /Not: 45183 ,r t ��SSrONAL V, TIE FOR CMU WITH VENEER BRICK @ 16" O.C. VERTICAL, TYP. J FACE BRICK VENEER - RUNNING BOND TO MATCH BUILDING BRICK 1/2" ASPHALT PAINTED 8" CONCRETE MASONRY EXPANSION JOINT, UNIT -FILL CORES W /GROUT TYPICAL GROUT SOLID BETWEEN BRICK AND CMU 6" CONC. SLAB CC — 4" RAgF FLASHING WITH WEEPS @ 24" O.C. TYP. vm AC(M01 RESERVED PARKING 0 MAXIMUM PENALTY $500 WASTE ENCLOSURE WALL SECTION SCALE: 1 /2" =1' -0" SLOPE -- - - - - -- PREFINISHED METAL COPING, COLOR TO MATCH BUILDING COPING I. 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. Q. o FACE BRICK SECTION DETAIL- SCALE: 1 1/2;"=1"-021 R7 -8A 12'x8' MUTCD R7 -8 12'x18' R7 -8D 12'x9' 2 1/2' GAILY. STI PATH GAP jol III - -III I = NOTE SEE SHEET C4 FOR EXACT LOCATIONS 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 bile I- N 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 TYPICAL HANDICAPPED PARKING S GNAGE SCALE: 1 " =1' -0" 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 GATE DETAIL SCALE: 3 " =1' -0" 8' -0" 8' -0" MIN. 010i 6' -0" MIN. 8' -0" 6' -0" MIN. TYPICAL HANDICAPPED PARKING SPACES N N STEEL WASHERS 4 -1/2" DIA. x 1/8" THK. 1 ACCESSIBLE (ADA) TACTILE WARNING SURFACE INSTALL CG -2 CURBING BETWEEN ARCHITECTURAL BUILDING PROJECTIONS (SEE SHEET C4) HANDICAPPED PARKING SIGNAGE, MOUNT TO FACE OF BUILDING WHERE ALLOWED BY LOCAL AUTHORITIES -"-,PLTH QF 1 � y U JUSTIN M. SHIMP Lic. /Not: 45183 ,r t ��SSrONAL V, 3/4' CONDUIT STUBBED UP FOR ELECTRIC AND SOUND (VERIFY REQUIREMENTS WITH SYSTEM MANUFACTURER) TYR. O BOTH DRIVE THROUGH LOCATIONS FACE OF CURB a.. a NONE PROVIDE 6' CONCRETE DRIVE WITH 64 J W2.1x21 WELDED WIRE MESH. CONCRETE TO BEGIN MIN. 9' -0° AHEAD OF DETECTOR LOOP AND EXTEND TO MIN. 9' -0' BEYOND CENTERUNIE OF DRIVE THROUGH WINDOW 11. SEE SITE PLAN FOR EXACT SIZE AND SHAPE OF CONCRETE DRIVE a — � s ROUTE CONDUIT TO BUILDING INTERIOR FOR TIMER CONNECTION PROVIDE 2 JBO'S FOR CONNECRON TO DRIVE THROUGH LOOP, ONE UNDER DRIVE UP WINDOW FROM EXTERIOR, AND ONE NEXT TO THE WINDOW OPENING FOR TI MER A as V_I DETECTOR LOOP IN CONCRETE DRIVE CONNECT TO TIMER �- SYSTEM. TOP. ® BOTH GIVE THROUGH LOCATIONS a1 is 1 4 'a -T DRIVE TH R OU OH DETECTOR LOOP DETAIL SCALE: 1/2"=V-012 BOLTS 5HALL BE GALVANIZED. (TYP) PROVIDE BRONZE FINISH COVER FOR ANCHOR BOLT5. GRADE OR AI P V NG, #3 TI ES AT 12° O.C. — 314 TT PVC.: 8-#6 REIF, BARS THREE (3) CONDUITS STUBBED UP FOR ELECTRIC AND SOUND (VERIFY REQUIREMENTS NTH SYSTEM MANUFACTURER) i' SPEAKER COLUMN ON 12°x12' N CONCRETE BASE, 24' DEEP FACE OF CURB t is J — f t . a w A NOTE PROVIDE 6' CONCRETE DRIVE WITH 6x6 W2.1x21 ° MELDED WIRE MESH. CONCRETE TO BEGIN MIN. 9' -0' AHEAD OF DETECTOR LOOP AND EXTEND TO MIN. 9' -0' BEYOND CENTERLINE OF DRIVE THROUGH WINDOW 11. SEE SITE PLAN FOR EXACT SIZE AND SHAPE OF CONCRETE DRIVE. MENU BOARD CONGREIE BASES, 18'x18' AND 36' DEEP, I ` TYPICAL OF TWO (2) Notes. , INTENDED USE -Ideal for parking areas, street lighting, walkways and car lots, d 6' -0' a Finisti:Standatdfinishisddrkbiionze(DDB)polyestet powder finish, with other architectural colors available. OPTICS Anodized, aluminunureflectos: IESfulIcutoffdistributionsRZ (asymmet €ic),R3(asymmetric R4 (forward throw) and R5S {square) are interchangeable. High- per €ormanceanodized, segmented aluminum reflectors IESfullcutoffdistributionsSR2 (asymmetric),SR3,Js nlmetric )andSR4SC(forwardthrow,sharp 56ifkSQUdrBLighting cutoff). Nigh- performagcereflectors attach with tool-less fasteners and are rotatable and interchangeable. ELECTRICAL - Ballast: High pressure sodium: 70 -15OW is fa lh reactance, high power factor, Constant , ' wattage autotramformerfor 200 40OW Metal halide: 74150GJ is high -cadence, high power factor , KAD y is standard with pulse - start igln tor technology, "SCWA' not required. Onnstant wattage autotramsformer ^ ' J.4 a of i q Socket: Porcelain, horrizontallywriented medium base socket for 70- ISOM. Mogul basesocketfor 175M and EPA: 1,2It! HIGH PRESSURE SODIUM. 70-40OW above, and 7 0- 4005,withcoppieralloy, nickel - plated screw shell and center contact. UL listed 150OW „60OV. *Weight 35,9 Ids (1628 k9) 20`T(i 35 MOU NTI NG a Length: 17-112 (44.5 IP65 rated in accordance with standard iEC 529, g WARRANTY -1 -year limited warranty, Complete warranty terms located at Width: 17-1/2"(44.5) 7-1/8 a — � s ROUTE CONDUIT TO BUILDING INTERIOR FOR TIMER CONNECTION PROVIDE 2 JBO'S FOR CONNECRON TO DRIVE THROUGH LOOP, ONE UNDER DRIVE UP WINDOW FROM EXTERIOR, AND ONE NEXT TO THE WINDOW OPENING FOR TI MER A as V_I DETECTOR LOOP IN CONCRETE DRIVE CONNECT TO TIMER �- SYSTEM. TOP. ® BOTH GIVE THROUGH LOCATIONS a1 is 1 4 'a -T DRIVE TH R OU OH DETECTOR LOOP DETAIL SCALE: 1/2"=V-012 BOLTS 5HALL BE GALVANIZED. (TYP) PROVIDE BRONZE FINISH COVER FOR ANCHOR BOLT5. GRADE OR AI P V NG, #3 TI ES AT 12° O.C. — 314 TT PVC.: 8-#6 REIF, BARS THREE (3) CONDUITS STUBBED UP FOR ELECTRIC AND SOUND (VERIFY REQUIREMENTS NTH SYSTEM MANUFACTURER) i' SPEAKER COLUMN ON 12°x12' N CONCRETE BASE, 24' DEEP FACE OF CURB t is J — f t . a w A NOTE PROVIDE 6' CONCRETE DRIVE WITH 6x6 W2.1x21 ° MELDED WIRE MESH. CONCRETE TO BEGIN MIN. 9' -0' AHEAD OF DETECTOR LOOP AND EXTEND TO MIN. 9' -0' BEYOND CENTERLINE OF DRIVE THROUGH WINDOW 11. SEE SITE PLAN FOR EXACT SIZE AND SHAPE OF CONCRETE DRIVE. MENU BOARD CONGREIE BASES, 18'x18' AND 36' DEEP, I ` TYPICAL OF TWO (2) SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER DRIVE CO LOOP IN CONCRETE DE _ 4" COMPACTED E, DRIVE CONNECT TO ORDER SYSTEM. = WATERING BERM EXISTING GRADE as . a a i 4 a - f ai a' J d °a f a d a of .d PROVIDE DEFECTOR LOOPS AT MENU BOARD, DRIVE THROUGH WINDOW 11, AND GIVE THROUGH WINDOW 12. DRIVE THROUGH DETECTOR LOOP DETAIL SCALE: 1/2"=V-0" I Notes. , INTENDED USE -Ideal for parking areas, street lighting, walkways and car lots, d 6' -0' a Finisti:Standatdfinishisddrkbiionze(DDB)polyestet powder finish, with other architectural colors available. OPTICS Anodized, aluminunureflectos: IESfulIcutoffdistributionsRZ (asymmet €ic),R3(asymmetric R4 (forward throw) and R5S {square) are interchangeable. High- per €ormanceanodized, segmented aluminum reflectors IESfullcutoffdistributionsSR2 (asymmetric),SR3,Js nlmetric )andSR4SC(forwardthrow,sharp 56ifkSQUdrBLighting cutoff). Nigh- performagcereflectors attach with tool-less fasteners and are rotatable and interchangeable. ELECTRICAL - Ballast: High pressure sodium: 70 -15OW is fa lh reactance, high power factor, Constant , ' wattage autotramformerfor 200 40OW Metal halide: 74150GJ is high -cadence, high power factor , KAD y is standard with pulse - start igln tor technology, "SCWA' not required. Onnstant wattage autotramsformer ^ ' For 175 -400X. Super CWA (pulse start ballast), 88% efficient end EISA legislation compliant, is required �1 i is 100% factory-tested, Specifications METAL HALIDE: 70-40OW' Socket: Porcelain, horrizontallywriented medium base socket for 70- ISOM. Mogul basesocketfor 175M and EPA: 1,2It! HIGH PRESSURE SODIUM. 70-40OW above, and 7 0- 4005,withcoppieralloy, nickel - plated screw shell and center contact. UL listed 150OW „60OV. *Weight 35,9 Ids (1628 k9) 20`T(i 35 MOU NTI NG LISTINGS - LL Listed (standaud). CSA Certified (see Options). LIL listed for 25'Cambient d ad wet locations, Length: 17-112 (44.5 IP65 rated in accordance with standard iEC 529, g WARRANTY -1 -year limited warranty, Complete warranty terms located at Width: 17-1/2"(44.5) 7-1/8 1$.1 De th :7 8 81 { ) wwwatuitybrandscorrl /CustoimerResourcesfierms and cDnditpnsasQX p it (1 . ) N3TTEA9E All dimensions are inches (centimeters) Note: Specifications subject to change without notice, a xxtr 4 cxr.ea� wsu =tt�”: 20.6- uraress "thenhise specified. 17-1/2 a r' W ' For shortest ieadti e m s, configure product using battled options. EXain le. KAD 400M R3 TB SCWA SPU04 EPI 277 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER DRIVE CO LOOP IN CONCRETE DE _ 4" COMPACTED E, DRIVE CONNECT TO ORDER SYSTEM. = WATERING BERM EXISTING GRADE as . a a i 4 a - f ai a' J d °a f a d a of .d PROVIDE DEFECTOR LOOPS AT MENU BOARD, DRIVE THROUGH WINDOW 11, AND GIVE THROUGH WINDOW 12. DRIVE THROUGH DETECTOR LOOP DETAIL SCALE: 1/2"=V-0" I POLE WITH HAND MOLE. (PROVIDE FUSING AT BASE OF POLE) 24" IF TWIN MEAD, SONOTUI FORD N1 PLAN ViEW #B BARE COPPER GROUND WIRE. -I 7 1 1 -o 1 61 -011 IF TWIN HEAD —1 /211x12' -0' COPPER GROUND ROD (DRIVEN)'. NOTE- CONTRACTOR SMALL CpORDINATE Po t-E SIZE BOLT' TEMPLATE PRIOR TO FORMING BASE. NOTE: VERIFY POLE BASE R£QUIREMENT5 WITH POLE MAiNUFACTURER. LIGHT POLE BASE DETAIL- 'SCALE: NOT TO SCALE PLANTING PIT. SEE SF EXACT REQUIREMENTS SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF RC UNDISTURBED S01L_ I TREE H L/\NTING DETAIL SCALE: NOT TO SCALE 1 0 fA L1rXVYV1A LISAMMO 0 Catalog Number Notes. FEATURES & SPECIFICATIONS INTENDED USE -Ideal for parking areas, street lighting, walkways and car lots, Type CONSTRICTION -Rugged, die -cast, soft corner aluminum housing with O.12 'nominal wall thickness_ Die -(ast doorframe has impact- Tesistant,tempered, gfasslens that is fully gasketed with one -piece tubularsilicQne. Finisti:Standatdfinishisddrkbiionze(DDB)polyestet powder finish, with other architectural colors available. OPTICS Anodized, aluminunureflectos: IESfulIcutoffdistributionsRZ (asymmet €ic),R3(asymmetric R4 (forward throw) and R5S {square) are interchangeable. High- per €ormanceanodized, segmented aluminum reflectors IESfullcutoffdistributionsSR2 (asymmetric),SR3,Js nlmetric )andSR4SC(forwardthrow,sharp 56ifkSQUdrBLighting cutoff). Nigh- performagcereflectors attach with tool-less fasteners and are rotatable and interchangeable. ELECTRICAL - Ballast: High pressure sodium: 70 -15OW is fa lh reactance, high power factor, Constant , ' wattage autotramformerfor 200 40OW Metal halide: 74150GJ is high -cadence, high power factor , KAD y is standard with pulse - start igln tor technology, "SCWA' not required. Onnstant wattage autotramsformer ^ ' For 175 -400X. Super CWA (pulse start ballast), 88% efficient end EISA legislation compliant, is required �1 start shipments outside of the US. Pulse start ballast (SCWAI required for 20OW, 32OW, or 35OW. Ballast is 100% factory-tested, Specifications METAL HALIDE: 70-40OW' Socket: Porcelain, horrizontallywriented medium base socket for 70- ISOM. Mogul basesocketfor 175M and EPA: 1,2It! HIGH PRESSURE SODIUM. 70-40OW above, and 7 0- 4005,withcoppieralloy, nickel - plated screw shell and center contact. UL listed 150OW „60OV. *Weight 35,9 Ids (1628 k9) 20`T(i 35 MOU NTI NG LISTINGS - LL Listed (standaud). CSA Certified (see Options). LIL listed for 25'Cambient d ad wet locations, Length: 17-112 (44.5 IP65 rated in accordance with standard iEC 529, g WARRANTY -1 -year limited warranty, Complete warranty terms located at Width: 17-1/2"(44.5) 7-1/8 1$.1 De th :7 8 81 { ) wwwatuitybrandscorrl /CustoimerResourcesfierms and cDnditpnsasQX p it (1 . ) POLE WITH HAND MOLE. (PROVIDE FUSING AT BASE OF POLE) 24" IF TWIN MEAD, SONOTUI FORD N1 PLAN ViEW #B BARE COPPER GROUND WIRE. -I 7 1 1 -o 1 61 -011 IF TWIN HEAD —1 /211x12' -0' COPPER GROUND ROD (DRIVEN)'. NOTE- CONTRACTOR SMALL CpORDINATE Po t-E SIZE BOLT' TEMPLATE PRIOR TO FORMING BASE. NOTE: VERIFY POLE BASE R£QUIREMENT5 WITH POLE MAiNUFACTURER. LIGHT POLE BASE DETAIL- 'SCALE: NOT TO SCALE PLANTING PIT. SEE SF EXACT REQUIREMENTS SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF RC UNDISTURBED S01L_ I TREE H L/\NTING DETAIL SCALE: NOT TO SCALE 1 0 fA L1rXVYV1A LISAMMO 0 Catalog Number Notes. FEATURES & SPECIFICATIONS INTENDED USE -Ideal for parking areas, street lighting, walkways and car lots, Type CONSTRICTION -Rugged, die -cast, soft corner aluminum housing with O.12 'nominal wall thickness_ Die -(ast doorframe has impact- Tesistant,tempered, gfasslens that is fully gasketed with one -piece tubularsilicQne. Finisti:Standatdfinishisddrkbiionze(DDB)polyestet powder finish, with other architectural colors available. OPTICS Anodized, aluminunureflectos: IESfulIcutoffdistributionsRZ (asymmet €ic),R3(asymmetric R4 (forward throw) and R5S {square) are interchangeable. High- per €ormanceanodized, segmented aluminum reflectors IESfullcutoffdistributionsSR2 (asymmetric),SR3,Js nlmetric )andSR4SC(forwardthrow,sharp 56ifkSQUdrBLighting cutoff). Nigh- performagcereflectors attach with tool-less fasteners and are rotatable and interchangeable. ELECTRICAL - Ballast: High pressure sodium: 70 -15OW is fa lh reactance, high power factor, Constant , ' wattage autotramformerfor 200 40OW Metal halide: 74150GJ is high -cadence, high power factor , KAD y is standard with pulse - start igln tor technology, "SCWA' not required. Onnstant wattage autotramsformer ^ ' For 175 -400X. Super CWA (pulse start ballast), 88% efficient end EISA legislation compliant, is required for metal halide 151- 40t1,W (SCWA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside of the US. Pulse start ballast (SCWAI required for 20OW, 32OW, or 35OW. Ballast is 100% factory-tested, Specifications METAL HALIDE: 70-40OW' Socket: Porcelain, horrizontallywriented medium base socket for 70- ISOM. Mogul basesocketfor 175M and EPA: 1,2It! HIGH PRESSURE SODIUM. 70-40OW above, and 7 0- 4005,withcoppieralloy, nickel - plated screw shell and center contact. UL listed 150OW „60OV. *Weight 35,9 Ids (1628 k9) 20`T(i 35 MOU NTI NG LISTINGS - LL Listed (standaud). CSA Certified (see Options). LIL listed for 25'Cambient d ad wet locations, Length: 17-112 (44.5 IP65 rated in accordance with standard iEC 529, g WARRANTY -1 -year limited warranty, Complete warranty terms located at Width: 17-1/2"(44.5) 7-1/8 1$.1 De th :7 8 81 { ) wwwatuitybrandscorrl /CustoimerResourcesfierms and cDnditpnsasQX p it (1 . ) N3TTEA9E All dimensions are inches (centimeters) Note: Specifications subject to change without notice, a xxtr 4 cxr.ea� wsu =tt�”: 20.6- uraress "thenhise specified. 17-1/2 sows�xx 4,k- �,��:�, Trkightas configured ln example b6low. (44.5) r' W ' For shortest ieadti e m s, configure product using battled options. EXain le. KAD 400M R3 TB SCWA SPU04 EPI 277 KAD PCI277 ButtonType- Phovdi HPS HigaPressureSodium 347 WHT - white PCI347 Button Type -Photocell X. SVG -Satin TP Tamper Proof 1 Verde Green KAD Metal halide _ Hi fi Ceramic c Standard reflectors High performance 12 0 (b l ank) Magnetic Ships in fixture carton Arm len th Tempered Glass metal R2 IES type 11 reflectors$ 70Mr' 250W rp e"ure 208, ballast SPV- Square pole 04 4 "arm sodium` OQU'pl8 26, 32 42Watt 1OOM1 324M' halide asymmetric' SR2 iES type 11 240 1 (WI Contain RPD, Round ore p Os 61' arm 3476 (for S or Di 80 mounting configurations only)8 150M 350M3,' 70S 70MHCi7 R3 IES type III asymmetric' 277 wattage isolated n WBD— Wall bracket 09 9" arm Single 26, 32, 22 Wait 1005 TOOMHCI asymmetric' SR3 IES type III C Coated MH or PATH Lamp except 250 PSMH SOT - Standby Quartz (Time Delayl 10 175M' 40OM5,1 1505 15OMHC R4 IEStype1V asymmetric' 347 °nay ;m. 1 WWD._ Wood or pole wall 12 12 'arm 250, 320 Watt Tempered Class 209 200M' 2505 f0lwardthraw SR4SC IEStypelV 480° , SCWA Super CWA Ships aratel 1114 p Ed Emer enc, Quartz 9 y. 4ffOS R5S IEStypeVsrpXare forward TV pulse -start DAD 12p Degree arvn(pole) HPS -High Pressure Sodium 347 E02, - Two Emergency enc Quartz 230509' ballast DAD12WB Degree arm (wall) (2 separate 12OV orcurts HID only) 11 BB CFLPiVery Back Up 12 NOTE' ForsiiprlentstoUS, WBA Decorative wait bracket's OWES -Gold Weather Battery Back -up's 2ti [ �F-I Compact Fluoieseen territories, SCwA must be KMA Mast arm external fitter EMR1- One Emergmcy12VCir cuitProursiorwith 32 Single 57, 70U att Tempeted Glass Electronic 35 Watt Halogen Lamp 13 speafiedtoiomplywith EISA 42 CFL2 Comparl Flrtoreec ml FPC Hat Clear (t20 277V59,0Hi) EMRILL -One Emerg ncyy 12V Circuit Provision r at _ Double Pol u.Orbonate 45 y KTMB Twin mounting bar _ Less, 13 L,,ssHalogen -Lamp 70 CFL3 -Compact Fluorescent 3476 EMR2 -Two Emergency 12V Circuit Provisions Tr+ P 2n 3` 'tt p e � 42 4Ua with (2} 35 Walt Halogen Lamps 18 Xx Xx 3 Consult Factory for i Shipoed installed infixture. CSA CSA Certified PE3 N %1Uvist- IodiFE(347V): (blank) Dark bronze DNAXD Natural aluminum LPi Lamp SF Singlefuse(120,277,347V)1b INTL AvaHableMH for probe start! PE4 NEMAtvAst4 kPEE(4Lk1V) OWN White DWHXD White included DF Double fuse (208,240,480V)!° shipping outside the U.5, PE7 NEW twist-lock PE(277V) DBL Black DDBTXD Textured dark bronze L/LP Less lamp i PD Power tray"' REGC1 California Title 20, effective SC Shorting captor PER DMB Medium bronze DBCBXD Textured black 45 Light Gold Metallic 55 Black PER NEMA twist-lock receptacle 1!1/2010 o p option DNA Natural aluminum DNAfXD Textured natural 20 Charcoal Metallic 50 White only (no photocontrol) !raped separa_ t VG Vandal guard" 5yper(kTrableFidshes aluminum 94 Blue Metallic 51 Dark Red 700- A2tecSfver Metallic QRS Quartz restrike system ,a HS House WG Wireguard ,Y DDBXD Dark bronze DWHGXD Textured white 59- DarkGreen QRSTD QRS timedelayx PEI NEMA twist-lock (120, DBLXD Black 21 Tomato Red 208;24OV) WTB Terminal wiring block" Notes 1 Not availabie with SCWA. 8 High performance reflectors not avail- 15 AvailablesvithSPD04 and SPDO9. 2 Not avail able with 48OV, able with QRSTD. 16 Must specicy voltage. N/A with TO. 3 Thesewatta es do notcom ! with 9 Musts specify €WlforuseinCanada. 17 Only available with SR2, SR3 and ��1►EtiFFYIri�fF# 9 comply P N Y r California Title 20regulations. 16 Optional muhi- tap ballast (i ?0,208, SR45Cofitles, 4 Mustbeardered with SCWA. 240 ,27711;inCanada:120,277 :347V). 18 Max allowable wattage lamp included. Number of fixtures S These wattages red uire the REGC1 1i Consult factory for availatll ,wattages. 19 Prefix with KAD when ordered asan Tenon O.D. One Two@180' Two @90' Three @120° Three@90° Four @90° option to be chosen forshipmenGinto 12 9' arm is required when two or more accessory; California for Title 20compuanre.250M luminaires are oriented on a 90 °drilling 20 Seewisiv :lithonia.com/archcnlotsfor 2-3/8" T20 -190 120 -280 T20 "29022 120 -32022 120-39011 120 - X190 �2 REG(1 in not available in 347 or 48OV. pattern. additional color options 2 -718" T25 -190 T25 -280 T25 -290'? T25 -320 T25 -390 �2 T25 -490`2 6 Reduced jacket €D28 required for SR2, 13 May be ordered as an accessory, 21 Must be specified. ULP not available Si13 and SR4SCoptim 14 Must specify finish when oderkdas 'air with MHC. 4 T35 -110 T35 -280 T35 -29022 T35 -320 T35 390 T35 -4902' 7 House -side shield available, accessory. 22 Must useRPDO9. OUTDOOR KAD- -S: 5EE PLAN5 FOR EXACT LAYOUT. SPACE PLANT5 A5 5PE(CINED IN PLANT L15T OR A5 5HOWN. ADJU5T SPACING A5 NECE55AKY OR A5 DIRECTED BY LANDSCAPE ARCHITECT. 5ET SHRUB PLUMB. TOP Of ROOTBALL 5HALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER p V F, PLANTING AND WATER �d �4� G d REMOVE BURLAP FROM TOP 1/3 THOROUGHLY. G Of ROOTBALL a 3" TALL WATERING BERM � V) PLANTING PIT. PREPARED 501L FOR 5HRU55 FINISHED GRADE LJ D - . . ..' . ,.I 112 BALL DIA s J w N MIN:' cn W _ Q 501L 5URFACE RO TO BIND NEW 501E t , S ALT d 0 Ll Q ; i JUSTIN M. SHIMP a Lic. No. 45183 S H R U B H A INN T A G D E T �ILL, ©��SS -10SAL N 4 SCALE: NOT TO SCALE IGREENBRIARO WALL 'SCONCE L.UMINAIRE ORDERING INFORMATION TC'PICALORDEREXAMPLE GB M 3 400 i"SMHR F 120 ,, BRZ 'SQT Luminaire Lamp Line Luminaire a,,,,,.. Distribution vlkff4ne Light Source I emc Hriltane Finish Options GBWS 3;, Type (II 5G CMH Ceramic Metal Halide: F Flat Olcar 120' RHZ - Bronze PCH20 Button TypePhotocell (Small) Forward Tmory 70 1so wall I Tempereid Glass ! 209 BI-K. - Black PC120B- Builon TypePhotceell' 4t4 Wail Wash 100 ivH - 4et� Ha(de 240 PL F Platinum P CI X40 Bu tt on T y e hoi c ell ISO 50, 76, 1002, 1501 Wall 277 Plus PCI277 ButtonType- Phovdi HPS HigaPressureSodium 347 WHT - white PCI347 Button Type -Photocell 501.m 100 ISO wart SVG -Satin TP Tamper Proof 1 Verde Green PMA Pole Mount Adaptor for use item scram ii FT NI Forwraid 26 CFL - Compact Fluorescent F- Flat Clear UE Unraersal 7hrowMedium 32 Single 2a,32d21Vat Tempered Glass Electronic OPT - Graphite, or D180muun'tln cuntl ur Ion, pnI , 8 (farS g 9 at J) 4'? CFL'c Canpact Fluorescent FPO Hat Clear (120 27N50t8OH2) N1SU - Metallic, Not Grmpatible wlth`ENifll, Ek9R2, EO or EbLoptlons OQU'pl8 26, 32 42Watt Polycarin1at2 A Silver PE -Poe M n M d ap ai for usewrth round poles 3476 (for S or Di 80 mounting configurations only)8 WIN Wall Wash CFL Compact Fluoreacent Not compatible withENIR1 EMR2, Ell or E02 options Single 26, 32, 22 Wait D IM - CFL Control Voltage Dimming Ballast 0 C Coated MH or PATH Lamp except 250 PSMH SOT - Standby Quartz (Time Delayl 10 GEVUM 3 Type 111 _ 2511 PS AH - :Pulse Start Metal Halide F Flat Clear 120 (Medium)' FT ForeJald 320 250, 320 Watt Tempered Class 209 SON Standby Ouartz (Non-Time belay) 10 ThrorN: 400 PSMHR Putsa..tartMetal h �40 Ed Emer enc, Quartz 9 y. Halide Redit ced 400 Wait 277 ` (separate 420V cicuit - H ID only) 10 HPS -High Pressure Sodium 347 E02, - Two Emergency enc Quartz 250; 40O Wait 450 (2 separate 12OV orcurts HID only) 11 BB CFLPiVery Back Up 12 OWES -Gold Weather Battery Back -up's 2ti [ �F-I Compact Fluoieseen F fla n, ear Flat i P JE l,niv.rsal. EMR1- One Emergmcy12VCir cuitProursiorwith 32 Single 57, 70U att Tempeted Glass Electronic 35 Watt Halogen Lamp 13 42 CFL2 Comparl Flrtoreec ml FPC Hat Clear (t20 277V59,0Hi) EMRILL -One Emerg ncyy 12V Circuit Provision r at _ Double Pol u.Orbonate 45 y _ Less, 13 L,,ssHalogen -Lamp 70 CFL3 -Compact Fluorescent 3476 EMR2 -Two Emergency 12V Circuit Provisions Tr+ P 2n 3` 'tt p e � 42 4Ua with (2} 35 Walt Halogen Lamps 18 Consult Factory for EMR2LL -Two Emergency i2V Gitcuit Provisions International voltages - Less Hialogen Lamo and Light Sources LL Less Lamp Color DIED& 45 Light Gold Metallic 55 Black 20 Charcoal Metallic 50 White 94 Blue Metallic 51 Dark Red 700- A2tecSfver Metallic 59- DarkGreen 21 Tomato Red FOOTNOTES 1 -ISO MH must be used for tlownfight only 2- Suppled with a HX HPF transformer as standard. Alsc auailabla with a 1201277 volt' CUt +A trans former. Consult factory: 3' 50 Watt HPS Is not atrallable, in TT or 347V, se.parate diculli required Nor'eompatt612Wnh FQ, EQ2 PMA or PAIAH' tF1C48 - DoutieF sin DF 30++ SOD -Tamp er- proQfScrewdriver 477974 F047 Single (Fusing FK347+ +Avslilable on HID fixtures only Fusing to be installed in a eompatible;junction box supplied byr t;ontracloi +r- Avallable on HID Medium fixture only. Fusnig tf7 be. installed in a compatible )unction box: supplled by cordfiactor_ ++ +SW'BLK n t compatible with PMIAor PIVIAR options Uzi UDf I4 he Project Name _ I fixture Type - rct ?014 Catalog 4 J, LSI INDUSTRIES INC 4,,6