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ADD EXTENSION TO ✓ALIS GARBAGE ENCLOSU, W/ GATE UNDERGROUND J - SYSTEM �. �WV=950.70 -ane � j _— �B 7 y STM MH1 - l7ND1RGF07)RL SYSTEM t INV=946.5 \ \ \ EX. FES \V \ INV=940.66(12 ) \ ��Gr 21 0l 6" DIP /4 12 HOPEIN / t\ \ &I) , / \ all, a 6" CLEANOUT, SEE DETAIL RIM 960.5, INV 953.0 ,„y-•- \ .�.� ,`- rvv Adz so s� \ %yq'. 1Lp1�G \t ' EX. MH R1M=944.43 e ®4.0 / / R '` \ F OF 12 HDPE 60'.., �! RODF GRAIN PIPE / RE �Op p t''1 5 I' / / / INV=937.53(24" C REMOVE PLUG INSTALL 16' 0 6' SDR35 PVC i PA ONG 9600 \ / r `p BENCHMARK rr \' .�' 960 '\ o %"�,dQ -' j / REMOVE EXISPNG & INSTALL DJ12 CURS & GUTTER I 30'LANOSCAPE SEE LANDSCAPE ------------- o FREJ-9 ------------ --------------- --BLOCK -BLOCK ;'I� ;a ACE 6",WET TAP NAL 21 0l 6" DIP t\ \ 27' ! 6" MR35 PVC W MIN. a 6" CLEANOUT, SEE DETAIL RIM 960.5, INV 953.0 \ � 95989 956.59 \ \ REMOVE PLUG INSTALL 16' 0 6' SDR35 PVC ® 4p J! I 1/2 DR fl,i EX MH RIM 951.41 / / z EX INH 9331 3 5 NEW INV 940.0 SAP\ Y INSIDE DROP LORE &BOOTOT NEW INV NEED PERMIT FROM MnDOT TO WORK IN DOT R—O—W OWNER: RBSC Chanhassen, LLC clo Randall Schold 801 WaehM9tan Awnae North, Sb 10 MMneayolta MMnaeata 55401 PHONE. (651) 523-1244 ENGINEER/SURVEYOR: A.P.A. Consulting Engineers & Surveyors 200 Thihf Ale NE, Ste 100 CambrKge, MMneeota 55009 P r. (765) 669-1042 SHEET INDEX C1 SITE PAVING & UTILITY C2 GRADING & DRAINAGE f C3 CIVIL DETAILS C4 UNDERGROUND DETAILS SW 1 SWPPP SW 2 SWPPP N H Q L O w � z Z Z Z_ U ' z < "n F Z N U h n u j NMI Z s �x2m lel Cl N W E 5 GRAPHIC SCALE I ID 11 ( IN fFEI NEED PERMISSION FROM RAILROAD TO WORK IN R.R. R—O— W SILT FENCE SEE DETAIL JCRETF WASHOUT SEE DETAIL INLET SEE ADD EXTENSION TO ✓AL F w 36LF OF HOPE ROOF - - ROOF GRAIRAI N PIPE 5 �- ij -' 6O.- .... o INV=946.5 7 \ �. BENCHMARK • a`0o t TNH 964.68 ^ a j11Lf Of , 3,0 55 Spa ly x.09.Sc® Ree 5L $ n GRAVEL CONST ENTRANCE SEE DETAIL C ry _ e . 959.89 956 591 . nxll iI INLET PROTECTION SEE DETAIL / 3 II GARBAGE ENCLOSU W/ GATE ------------ /w� w _. STM MHl Jy. " r FUTURE SYSTEM INV=946.5 _. ee UNDERGROUND SYSTEM NV=950.70 \ a j11Lf Of , 3,0 55 Spa ly x.09.Sc® Ree 5L $ �1Rg�9601 -BLOCK /fes 10 CY CLlIJtIAP / \ w/FIL 35 P(BRIC \ I; g� R �. �\ ro )RSI F Op l g 9 a 5 CY CLI w/FIL TERM SILT FENCE 0-1 ----------- ------------ ---------- ' df /r \ / r 6 _- '� SM1• / i / s X. FES INV=940.66(12') SITE EMERGENCY OVERFLOW 946.2 EX. MH RIM=944.43 INV=937.53(24') 66OLF OF SILT FENCE 2EA. INLET PROTECTION FES 5� (• GRADING CONTRACTOR SHALL REVIEW THE GEOTECHNICAL NEED PERMIT FROM MnDOT TO WORK REPORT FOR SOIL IN DoT R -O -W RECOMMENDA TIONS. C2 ANT", nNASNN AUL ✓Oa]rs sw.0 er sawvr NIIo Evam AS MAKER - e'sLw .rouvr vUx swu of aocxm swrwrcrvrzr m MmsTANR Aw PRERIIRf rzsmvc QQ cvnxuua msxioANT'SmLAOLhP SECTOR a-0 ,•- i Ho NOTES: POST OR STAKE R MALARIAL LILA RANAP SAL (30'HEIGHT ADJUSTING RINGS - Y aro[ v A max HARE PAN,LEAR A STANDARD INSTALATION MAXIMUM 6 RIM05 PATH, SAMS, WALLS TO BE CONSTRUCTED OF " MNCOT CG S5 V q� VV F BASE v • '.[� HFLA PALL AXANCLA Hax oR. m Jv. Us[ 5' GIT Sim PLASTERED ON INTERIOR AND PARKING LOT SECTION SLEPARAIMMAVE—AVA -'A" rm PLAN ®AH� PIA -1 CS ✓MR, N utty TATS AARM HIS LIRA 24 "DEPTH (MIN) mmiwm �nP,I FARBN AMALAN � MR -x 1SPASM .1 4" MINIMUM PRECAST BASE. NOTE: REINFORCING SHALL CONSIST OF A SINGLE LINE OF STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.17 S0. IN. PER FOOT OF HEIGHT ALL.I.. HAI.Hm ANN, Is B CRnxul.w m _ m w<MILAR mINlo",. rhoTE.TLr �Tm BECTON A -A ALL A US AR QQ cvnxuua msxioANT'SmLAOLhP SECTOR a-0 ,•- i Ho NOTES: POST OR STAKE R MALARIAL LILA RANAP SAL (30'HEIGHT ADJUSTING RINGS - Y aro[ v A max HARE PAN,LEAR A STANDARD INSTALATION MAXIMUM 6 RIM05 PATH, SAMS, WALLS TO BE CONSTRUCTED OF " MNCOT CG S5 V q� VV F BASE v • '.[� HFLA PALL AXANCLA Hax oR. m Jv. Us[ 5' GIT Sim PLASTERED ON INTERIOR AND PARKING LOT SECTION SLEPARAIMMAVE—AVA -'A" rm PLAN ®AH� PIA -1 CS ✓MR, N utty TATS AARM HIS LIRA 24 "DEPTH (MIN) mmiwm �nP,I FARBN AMALAN � MR -x 1SPASM .1 4" MINIMUM PRECAST BASE. NOTE: REINFORCING SHALL CONSIST OF A SINGLE LINE OF STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.17 S0. IN. PER FOOT OF HEIGHT ALL.I.. HAI.Hm ANN, Is B CRnxul.w m _ m w<MILAR mINlo",. rhoTE.TLr �Tm BECTON A -A ALL A QQ cvnxuua msxioANT'SmLAOLhP SECTOR a-0 ,•- i Ho NOTES: POST OR STAKE R MALARIAL LILA RANAP SAL (30'HEIGHT ADJUSTING RINGS - Y aro[ v A max HARE PAN,LEAR A STANDARD INSTALATION MAXIMUM 6 RIM05 PATH, SAMS, WALLS TO BE CONSTRUCTED OF " MNCOT CG S5 V q� VV F BASE v • '.[� HFLA PALL AXANCLA Hax oR. m Jv. Us[ 5' L Sim PLASTERED ON INTERIOR AND PARKING LOT SECTION SLEPARAIMMAVE—AVA -'A" rm PLAN ®AH� PIA -1 CS ✓MR, N utty TATS AARM HIS LIRA 24 "DEPTH (MIN) mmiwm �nP,I FARBN AMALAN � MR -x 1SPASM .1 4" MINIMUM PRECAST BASE. NOTE: REINFORCING SHALL CONSIST OF A SINGLE LINE OF STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.17 S0. IN. PER FOOT OF HEIGHT ALL.I.. HAI.Hm ANN, Is B CRnxul.w m _ m w<MILAR mINlo",. rhoTE.TLr �Tm BECTON A -A —RAP AT RCP OUTLETS �..I—RAP AT RCP OUTLETS �..� SCPLE h -` RIP APA -STM -021 METAL OR .000 CASTING POST OR STAKE GROUTED IN PLACE Y CONCRETE (30'HEIGHT ADJUSTING RINGS - MIN) MINIMUM 2 RINGS STANDARD INSTALATION MAXIMUM 6 RIM05 REGULAR FLOW WALLS TO BE CONSTRUCTED OF " MNCOT CG S5 V q� VV F BASE v • '.[� 24' X 36" PRECAST SECTIONS OR CONCRETE 5' SENEft BLOCK BLOCK SHALL BE _ PLASTERED ON INTERIOR AND PARKING LOT SECTION EXTERIOR. :.NATID �L z A 6 /NCH MIN a 24 "DEPTH (MIN) .J� CONMETEIIB�ASE POURED IN PLACE OR 4" MINIMUM PRECAST BASE. NOTE: REINFORCING SHALL CONSIST OF A SINGLE LINE OF STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.17 S0. IN. PER FOOT OF HEIGHT SHALLOW CATCH BASIN scALL N.T.E. 24" X 36" STRUCTURE APA-sm-DHA METAL OR .000 � POST OR STAKE O (30'HEIGHT MIN) ENGINEERING FABRIC STANDARD INSTALATION REGULAR FLOW FABRIC ANCHORAGE " MNCOT CG S5 V q� VV F BASE v • '.[� TRENCH BACKFILL WITh OIRECRON OF TAMPED NANRAL 50/1 RUNOFF VERIFY WITH GEOTECH PARKING LOT SECTION 6 /NCH MIALII :.NATID �L - A 6 /NCH MIN a 24 "DEPTH (MIN) -' OVERLAP FABRIC\ METAL OR WOOD POST OR STAKE (30"HEIGHT MIN.) HEAVY DUTY HIGH ROW AREAS DIRECTION OF RUNOFF T4"OEFTI FABRIC FABRIC ANCHORAGE 1111111 TRENCH BACKFILL WIT" TAMPED NATURAL SOIL NOTE DEPENDING UPON CMnDURARON ATTACH FABRIC TO MITE MESH WN HOG RINGS, SISEL POSTS TNM TIE WRES OR MOD POSTS MCH STAPLES. KIM. 6 FLATS AMILLS' TV BE OF PREGAIFF SEC T NO E REINFORCING SHALL CONSIST OF A SINGLE UNE OF STEELLWINE R 12 S I N PER ARG OF NOT LESS TIUN p.l} 5p. IN AN FOOT OG NEIGNr EC TOR PLATE OVERFLOW I CENTER OF FILTER 10" HIGH-FLOW FIL Tx NOTES: •WIMCO CG MODEL OR APPROVED EQUAL TO MATCH CASTING •SILT FENCE/FABRIC NOT ALLOWED TO BE USED AS INLET / 7 c I V �\ (P R Q 0 P �^%y AS 6" MINIMUM REpU RED 1 1/2" CLEAR AGGREGATE t I.� N T.5 GRAVEL CONSTRUCTION ENTRANCE SCALE APA -EPO -00} -GRE BOrrw .. f l/S CLEAR ROCK BODSIR OF WASM. AREA SNVL BE 4k4' V � CONCRETE WASHOUT AREA SCALE =NTB APP-ERO-pp] 0 R 'ROI tle C3 � NOTE6-612 CONCR G •�/ & GUTTER AL0.VG jaOF ([1 W PARKING LOT O O 1: R C II '2361 RMINp IDMI�S E`� [ MNpor tsar =C " MNCOT CG S5 V q� VV F BASE v • '.[� Ac' aiv AAS\,BR NOrE' TYPE LAlji�SIpLL 6(�L'L'SSNED PRIOR BrO PUCINGUMETACK CDAr NOTE' THE ��/ y AS VERIFY WITH GEOTECH PARKING LOT SECTION SCALE N L5. Nor TO SCALE APA_sTR-oU EC TOR PLATE OVERFLOW I CENTER OF FILTER 10" HIGH-FLOW FIL Tx NOTES: •WIMCO CG MODEL OR APPROVED EQUAL TO MATCH CASTING •SILT FENCE/FABRIC NOT ALLOWED TO BE USED AS INLET / 7 c I V �\ (P R Q 0 P �^%y AS 6" MINIMUM REpU RED 1 1/2" CLEAR AGGREGATE t I.� N T.5 GRAVEL CONSTRUCTION ENTRANCE SCALE APA -EPO -00} -GRE BOrrw .. f l/S CLEAR ROCK BODSIR OF WASM. AREA SNVL BE 4k4' V � CONCRETE WASHOUT AREA SCALE =NTB APP-ERO-pp] 0 R 'ROI tle C3 'm Z h 3 2 0 0 U z y N a o� �� 3m zW �M Z� O� Uz o w y Z O b e ; M 0 N V F wo o z c.� z � z 2 0 Q x v v w x o V a QR` i g,a M g a $ C x c e ` e � © 2007 CONTECH Stormwater Solutions C 4 D Y O D S TM _,1T_ CAIJ� Access` ��,.,, \` ■ `- r. Riser t j r els Design Your Own Detention System CMP DETENTION SYSTEMS Header ��w,iVTCA�� For design assistance, drawings, a `W"' and pricing send completed worksheet to: "� sotunoNsiNc. p dyods@contech-epi.com Project Summary Band Date: 10/15/2015 Project Name: RBSC Chanhassen City /County: Chanhassen --Finished Grade Pavement 1 Elevation State: MN Designed By: cad Backfill to Grade � Company: a a Enter Information in � N Telephone: 763-689-4042 Blue Cells CD Corrugated Metai Pipe Calculator Storage Volume Required (cf):3,134 Limiting Width (ft): 25.00QInvert Depth Below Asphalt (ft): 8.00Solid or Perforated Pipe: Solid sr�aoio9SpacingShape Or Diameter (in): 60 19.63 ftZ Pipe Area'�wNumber Of Headers: 2 Spacing between Barrels (ft): 2.50Stone Width Around Perimeter of System (ft): 1Depth A; Porous Stone Above Pipe (in):6,Depth C: Porous Stone Below Pipe (in): 6-I—- -- - --- t Stone Porosity 0 to 40%): 0 i �� L System Sizin Pipe Storage: 3,142 cf System Layout Porous Stone Storage: 0 cf Total Storage Provided: 3,142 cf 100.2% Of Required Storage Barrel 12 p Number of Barrels: 3 barrels Barrel 11 p Length per Barrel: 40.0 ft Barrel 10 p Length Per Header: 20.0 ft Barrel 9 0 Rectangular Footprint W x L): 22. ft x 52. ft Barrel 8 0 GONTECH Materials Barrel 7 Total CMP Footage: 160 ft Barrel 6 Approximate Total Pieces: 8 PCs Barrel 5 0 Approximate Coupling Bands: 9 bands Barrel 4 Q Approximate Truckloads: 2 trucks Barrel 3 Construction Quantities** Barrel 2 Total Excavation: 339 cy Barrel 1 Porous Stone Backfill For Storage: 0 cy stone Barrel Footage (w/o headers) Backfill to Grade Excluding Stone: 223 cy fill **Construction quantities are approximate and should be veri fied upon final design RBSC CHANHASSEN, LLC SITE PLAN REVIEW M J R PERSPECTIVE VIEW FROM THE MAIN ENTRY RBSC CHANHASSEN, LLC SITE PLAIN REVIEW Q MSR PAR m PERSPECTIVE VIEW FROM HIGHWAY 5 - SOUTHWEST CORNER RBSC CHANHASSEN, LLC SITE PLAN REVIEW MSR PERSPECTIVE VIEW FROM HIGHWAY 5 - SOUTHEAST CORNER 4 RBSC CHANHASSEN, LLC SITE PLAN REVIEW M S R PERSPECTIVE VIEW FROM HIGHWAY 5 - SOUTHEAST CORNER - FUTURE BLDG 5 RBSC CHANHASSEN, LLC SITE PLAN REVIEW MAIN ENTRY ROOFTOP MECH V TRELLIS«V I. 1� - DARK STONE BASE CABLE SYSTEM LIGHT STONE WITH VINES STOREFRONT SYSTEM WEST ELEVATION M J R BUILDING ELEVATIONS 6 RBSC CHANHASSEN, SITE PLAN r Vl l N1LV I IL Il1L TRELLIS LIGHT STONE STOREFRONT SYSTEM WITH VINES TRELLIS --- SOUTH ELEVATION M J R BUILDING ELEVATIONS 7 RBSC Chanhassen Designer Amber Forester Date 10/30/2015 Scale Not to Scale Drawing No.L0 Summary Lighting Calculations 1 of 1 0. 2 0. 5 0. 6 0. 5 0. 3 1. 2 2. 1 1. 7 1. 1 0. 6 0. 5 2. 0 5. 4 4. 3 2. 5 1. 4 0. 8 6. 4 4. 1 2. 7 1. 5 0. 8 0. 4 8. 3 6. 3 4. 8 3. 0 1. 6 0. 8 0. 5 6. 3 4. 5 2. 8 1. 6 0. 9 0. 6 0. 3 7. 5 3. 6 2. 4 1. 6 1. 1 0. 8 0. 5 4. 0 2. 4 1. 8 1. 5 1. 1 0. 6 0. 3 6. 1 2. 9 2. 2 2. 0 1. 5 0. 9 0. 4 3. 9 2. 5 2. 3 2. 0 1. 3 0. 6 0. 2 6. 7 3. 1 3. 1 2. 7 1. 7 0. 9 0. 4 4. 0 4. 0 3. 4 2. 2 1. 2 0. 6 0. 2 5. 4 4. 7 4. 2 2. 8 1. 7 0. 9 3. 5 4. 1 3. 2 2. 1 1. 2 3. 1 2. 7 0. 1 0. 1 0. 1 10 . 4 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 2 0. 1 0. 1 0. 1 0. 2 0. 1 0. 1 0. 3 0. 1 0. 1 0. 1 0. 2 0. 1 0. 1 0. 2 0. 1 0. 1 0. 1 0. 1 0. 2 0. 1 0 . 1 0 . 1 0. 1 0 . 1 0 . 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0. 0 0 . 0 0 . 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 4 0 . 4 0. 2 0. 4 0. 5 0. 4 0. 3 1. 0 1. 7 1. 4 0. 9 0. 5 0. 4 1. 7 4. 6 3. 6 2. 1 1. 2 0. 7 5. 4 3. 4 2. 3 1. 3 0. 7 0. 4 7. 0 5. 3 4. 1 2. 6 1. 4 0. 7 0. 4 5.33.82.41.40.80.50.3 6.43.12.11.31.00.70.4 3.42.01.51.31.00.50.2 5.22.41.91.71.30.80.4 3.32.12.01.71.10.50.2 5.72.62.62.31.50.80.3 3.43.42.91.91.10.50.2 4.64.03.62.31.50.8 2.93.52.71.81.0 2.62.3 0. 1 0. 1 0. 1 8. 9 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 0. 2 0. 1 0. 1 0. 2 0. 1 0. 1 0.20.10.1 0.10.1 0.20.1 0 . 1 0.1 0.10.1 0 . 1 0 . 1 0.1 0 . 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.00.0 0.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.0 0. 4 1 41 2 51210 1121117 115 1818 1 2 13 1012 1 2 11 1113 1 3 11 1213 1 1 11 1214 1 3 12 1 4 1 3 12 1 2 1 5 10 9 2466 125 13 1 0 0 0 0 00 0 22 1 31 0 5109 129141315161111910119101111910111091012111110121110101387235512413 0 0000000019 Pl a n V i e w Sc a l e - 1 " = 5 0 ' Note This is proprietary information and the property of Border States Electric and is not to be used as a for bid document. Lu m i n a i r e S c h e d u l e - I n i t i a l Sy m b o l L a b e l Q u a n t i t y M a n u f a c t u r e r C a t a l o g N u m b e r D e s c r i p t i o n L a m p Nu m b e r La m p s Lu m e n s P e r La m p Li g h t L o s s F a c t o r W a t t a g e AA 1 E A T O N - M c G R A W - ED I S O N ( F O R M E R CO O P E R L I G H T I N G ) GL E O N - A E - 0 4 - L E D - E 1 - T 4 W L E D A R E A L I G H T , T Y P E I V W I D E DI S T R I B U T I O N . 40 0 0 K L E D 6 4 3 2 1 . 3 3 6 9 1 2 1 3 AA 1 1 E A T O N - M c G R A W - ED I S O N ( F O R M E R CO O P E R L I G H T I N G ) GL E O N - A E - 0 4 - L E D - E 1 - S L R L E D A R E A L I G H T , 9 0 ° S P I L L L I G H T EL I M I N A T O R R I G H T 40 0 0 K L E D 6 4 2 8 4 . 2 9 9 9 1 2 1 3 CC 9 E A T O N - H A L O ( F O R M E R CO O P E R L I G H T I N G ) ML 5 6 1 2 8 4 0 - 6 9 2 H H A L O 6 I N C H M L 5 6 L E D D O W N L I G H T WI T H H A Z E R E F L E C T O R 40 0 0 K L E D 1 1 6 5 1 . 6 3 2 1 1 7 . 3 Lu m i n a i r e S c h e d u l e - M a i n t a i n e d Sy m b o l L a b e l Q u a n t i t y M a n u f a c t u r e r C at a l o g N u m b e r D e s c r i p t i o n L a m p Number Lamps Filename Lumens Per Lamp Light Loss Factor W a t t a g e AA 1 E A T O N - M c G R A W - ED I S O N ( F O R M E R CO O P E R L I G H T I N G ) GL E O N - A E - 0 4 - L E D - E 1 - T 4 W L E D A R E A L I G H T , T Y P E I V W I D E DI S T R I B U T I O N . 4000K LED 6 4 G L E O N - A E - 0 4 - L E D - E 1 - T4W.ies321.3369 0 . 8 5 2 1 3 AA 1 1 E A T O N - M c G R A W - ED I S O N ( F O R M E R CO O P E R L I G H T I N G ) GL E O N - A E - 0 4 - L E D - E 1 - S L R L E D A R E A L I G H T , 9 0 ° S P I L L L I G H T EL I M I N A T O R R I G H T 4000K LED 6 4 G L E O N - A E - 0 4 - L E D - E 1 - SLR.ies284.2999 0 . 8 5 2 1 3 CC 9 E A T O N - H A L O ( F O R M E R CO O P E R L I G H T I N G ) ML 5 6 1 2 8 4 0 - 6 9 2 H H A L O 6 I N C H M L 5 6 L E D D O W N L I G H T WI T H H A Z E R E F L E C T O R 4000K LED 1 M L 5 6 1 2 8 4 0 - 6 9 2 H . i e s 1 6 5 1 . 6 3 2 0 . 8 5 1 7 . 3 13RBSC CHANHASSEN LLC EXTERIOR LIGHTING COOPER LIGHTING WARNING: The use of unauthorized accessories such as banners, signs, cameras or pennants for which the pole was not designed voids the pole warranty from Eaton's Cooper Lighting business and may result in pole failure causing serious injury or property damage. Upon request, Eaton's Cooper Lighting business will supply information regarding total loading capacity. The pole warranty from Eaton's Cooper Lighting business is void unless poles are used and installed as a complete pole/luminaire combination. This warranty speciﬁcally excludes failure as the result of a third party act or omission, misuse, unanticipated uses, fatigue failure or similar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with movement of air currents around the product. Speciﬁcations and dimensions subject to change without notice. Consult your Eaton's Cooper Lighting business representative or visit www.cooperlighting.com for available options, accessories and ordering information. Catalog # Type Date Project Comments Prepared by RSS ROUND STRAIGHT STEEL ADH130491 2014-04-02 13:40:09 FEATURES tASTM Grade steel base plate with ASTM A366 base cover tHand hole assembly 3" x 5" on 5" and 6" poles, 2" x 4" on 4" poles t10'-30' mounting heights tDrilled or tenon (specify) ORDERING INFORMATION SAMPLE NUMBER: RSS4A20SF2XG Product Family Shaft Size (Inches) 1 Wall Thickness (Inches) Mounting Height (Feet) Base Type Finish Mounting Type Number and Location of Arms Options (Add as Sufﬁx) RSS= Round Straight Steel 4= 4" 5= 5" 6= 6" A= 0.120" M= 0.188" 10= 10' 15= 15' 20= 20' 25= 25' 30= 30' S= Square Steel Base F= Dark Bronze G= Galvanized Steel J= Summit White K= Carbon Bronze L= Dark Platinum P= Primer Powder Coat R= Hartford Green S= Silver T= Graphite Metallic V= Grey W= White X= Custom Color Y= Black 2= 2-3/8" O.D. Tenon (4" Long) 3= 3-1/2" O.D. Tenon (5" Long) 4= 4" O.D. Tenon (6" Long) 5= 3" O.D. Tenon (4" Long) 6= 2-3/8" O.D. Tenon (6" Long) 7= 4" O.D. Tenon (10" Long) A= Type A Drilling C= Type C Drilling E= Type E Drilling F= Type F Drilling G= Type G Drilling J= Type J Drilling K= Type K Drilling M= Type M Drilling R= Type R Drilling S= Standard Upsweep Arm Z= Type Z Drilling 1= Single 2= 2 at 180° 3= Triple 2 4= 4 at 90° 5= 2 at 90° 6= 3 at 90° 7= 2 at 120° X= None A= 1/2" Tapped Hub (Specify location desired) B= 3/4" Tapped Hub (Specify location desired) C= Convenience Outlet 3 E= GFCI Convenience Outlet 3 G= Ground Lug H= Additional Hand Hole 4 L= Drilled for Bumper Glitter V= Vibration Dampener NOTES: 1. All shaft sizes nominal. 2. Square poles are 3 at 90°, round poles are 3 at 120°. 3. Outlet is located 4' above base and on same side of pole as hand hole, unless speciﬁed otherwise. Receptacle not included, provision only. 4. Additional hand hole is located 12" below pole top and 90° from standard hand hole location, unless otherwise speciﬁed. Base View Hand Hole 12-5/16" B AB Base Size (S) BP BC H D DIMENSIONS RSS=4=A= 20= S=1= L= GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE McGraw-Edison SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy-wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested. Optional tool- less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Choice of 16 patented, high- efﬁciency AccuLED Optics. The optics are precisely designed to shape the distribution maximizing efﬁciency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT and minimum 70 CRI. Optional 6000K CCT and 3000K CCT. For the ultimate level of spill light control, an optional house side shield accessory can be ﬁeld or factory installed. The house side shield is designed to seamlessly integrate with the SL2, SL3, SL4 or AFL optics. Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40°C to 40°C ambient environments. For applications with ambient temperatures exceeding 40°C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 530mA and 700mA drive currents. Mounting Extruded aluminum arm includes internal bolt guides allowing for easy positioning of ﬁxture during assembly. Designed for pole or wall mounting. When mounting two or more luminaires at 90° or 120° apart, the EA extended arm may be required. Refer to the arm mounting requirement table on page 3. Round pole top adapter included. For wall mounting, specify wall mount bracket option. 3G vibration rated. Finish Housing ﬁnished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGraw-Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. TD500020EN 2015-10-02 11:48:13 The Galleon™ LED luminaire delivers exceptional performance in a highly scalable, low-proﬁle design. Patented, high-efﬁciency AccuLED Optics™ system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated. DESCRIPTION *www.designlights.org S Y S T EM S C ERT I F I E D CERTIFICATION DATA UL/cUL Wet Location Listed ISO 9001 LM79 / LM80 Compliant 3G Vibration Rated IP66 Rated DesignLights ConsortiumTM Qualiﬁed* ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120V-277V 50/60Hz 347V & 480V 60Hz -40°C Min. Temperature 40°C Max. Temperature 50°C Max. Temperature (HA Option) POLE MOUNT WALL MOUNT “A” 3-15/16" [100mm] 10-5/32" [256mm] 6-3/16" [157mm] 21-3/4" [553mm]"B" 21-3/4" [553mm]7" [178mm] 2-7/16" [61mm]DIMENSION DATA Number of Light Squares “A” Width “B” Standard Arm Length “B” Optional Arm Length 1 Weight with Arm (lbs.) EPA with Arm 2 (Sq. Ft.) 1-4 15-1/2" (394mm) 7" (178mm) 10" (254mm) 33 (15.0 kgs.) 0.96 5-6 21-5/8" (549mm) 7" (178mm) 10" (254mm) 44 (20.0 kgs.) 1.00 7-8 27-5/8" (702mm) 7" (178mm) 13" (330mm) 54 (24.5 kgs.) 1.07 9-10 33-3/4" (857mm) 7" (178mm) 16" (406mm) 63 (28.6 kgs.) 1.12 NOTES: 1 Extended arm option may be required when mounting two or more ﬁxtures per pole at 90° or 120°. Refer to arm mounting requirement table. 2 EPA calculated with optional arm length. DIMENSIONS Catalog # Type Date Project Comments Prepared by v r I Re/ Max Advantage Plus 4 SITE PLAN l 13 1 Z a L ov t T MSR SIGNAGE RBSC CHANHASSEN, LLC SITE PLAN REVIEW AN LED SIGNAGE WITH CURRENT ENNOUNCEMENTS Chgnhassen, LLC 10' WIDE 6' TALL METAL STAND OFF LETTERING STONE MSR SIGNAGE I I NOT TO SCALE FU T U R E BU I L D I N G ST A F F PA T I O EX T E N D TR A I L PR O P O S E D PL A N T E D IS L A N D EN T R Y PA T I O MA I N E N T R Y HW Y 5 SI T E P L A N PR O P E R T Y L I N E STORMWATER BASIN (EXISTING ) RA I L R O A D (E X I S T I N G ) TR A I L ( E X I S T I N G ) SE T B A C K 31 S P A C E S FU T U R E P A R K I N G 36 S P A C E S . ........FOIL-- .- FO ----------'-"�"— •--- FO --ILII-- ILII......................----_-------- LEGEND:.. ............_._.--- - ------ILII-` ---..................... .......- --- I----------------------952.........-----• -•-- - --- ILII---..... CONCRETE PAVERS - ..- CONCRETE SIDEWALK ----------------------------------------- ........ ..-- t-----.-.-................ 354---- --------•--............-.-.. ILII-- DUM ............ ---ILII . ....................... ... — �lfN P€R€NNUALPLNNTINGS ----------------- " 956....... la5 ILII ---ILII-- ---- SHADE PERENNIAL PLANTINGS" -•......---"'" -_•._ ...... _._..--- . -- ------_-- o BENCH ..... °- --- -- ILII---ILII_-FO'-� STE ENCLOSURE-------------------------------------- `----- ----... ---- f = I _ I.- - - -� - - -----------ILII-- — — — —— - _ — — — — — — — - ---------ILII-- -- ... TABLE +CHAI, Lw RS • — _ • PATH LIGHT . ' _. • POLE LIGHT . 37 ®GROUND SIGN \............ \\\ -- �. vp�' 8 CSS VINE CAR DECIDUOUS SHADE TREE \ s a \ \ -;. SMALL f MULTI -STEM TREE 13 SHRUB d£ -Y PROPOSED PLANTINGS SITE PLAN TO EXISTING BIKE PATH ENTRY PATIO MAIN ENTRY TRELLIS ABOVE b 0 0 0 0 0 77 — PLANTING BED ^,e ^STAFF PATIO r 11 12 ILII-- -,% _--.......... -1-�-�y------- --. SETBACK ` - .,; �., `•••�•� �`�` - • •••tet ...ILII-..... . PROPERTY LINE r1 - FUTURE BUILDING g5�........... , I I I I'm 20'4r a s io I 2OFT M J f \ SITE PLAN RBSC CHANHASSEN, LLC SITE PLAN REVIEW TABLE 1: DECIDUOUS SHADE TREE SYMBOL SCIENTIFIC NAME COMMON NAME QTY EA SIZE NOTES SWA Quews hicolcr 9rramp wtste oak 5 B+B SINGLE STEM, 10'-17 MIN HT. TABLE 2: SMALL, MULTI -STEM TREES SYMBOL SCIENTIFIC NAME COMMON NAME QTYEA SIZE NOTES AME 1 Amelanchler IaeNs Allegheny Somicebeny 3 SIB MULTI -STEM, 10'-02' MIN HT. PRU 1 Prunus cistern Purple Send Cherry 3 B+B MULTI -STEM, 5'S' MIN HT. ACE Acer buncetum'padAc sunder Pacific Sunset Maple 2 BIS MULTI -STEM, B'S' MIN HT. TABLES: SHRUBS SYMBOL SCIENTIFIC NAME COMMONNAME QTY EA- SIZE NOTES AME 2 Amelanchieralnifillia Saskatoon SeNcebarry 10 CONTAINER 2' MIN FIT. ARO Annie melencerpa Bleck chokecherry 5 CONTAINER 2' MIN Hf. CORsa Comus wricea Reoomer dogwood S CONTAINER 2' MIN FIT. TABLE & VINES SYMBOL SCIENTIFIC NAME COMMON NAME QTY EA SIZE NOTES OLE1 Clemells hc>ansls DutchessolAlbeny 11 CONTAINER V MIN FIT. CLE 2 Clemagsjackmonii Jackman 11 CONTAINER V MIN FR. CLE 3 Cleaells Contesee do Bouchard Coraesse de Bouchard 11 CONTAINER V MIN FIT. HUM Humulus lupulus Hope vine 10 CONTAINER V MIN HT. MSR PLANTING SCHEDULE 11RBSC CHANHASSEN LLC EXTERIOR MATERIAL PALETTE GALVANIZED METAL GLAZING - SOLARBAN 60 MASONRY MULLIONS/FLASHING da 40t a A i �, :+ �it'�{y� ��t 441'+ir�':Ig''�F :C ii:"'�.21 4" � •f �• • ' r'^'f��iC'.� 111 4 �l�,�r , ":" ��. Y. i i _ " T _ 17 I ��. ! �•• T� ' y r x. `�{ i Ij� S44dd I`YQ ihl tit\\ r.��.�.\� �F.>fi ". �' y!a!, i �5'�,�.\„, ,. •.. '4, VA `..J sir 7a— .— .... . 33 rn tIV \'�i' �. Ar ;✓'� d c r irr �� '?• _ 1 ' .� ":�-�� 'r �y"g$`y }�.'J�i�j a 4.��.p�,/ 'y.�a -- yry, :�/ty� y a!� - {q, ..� .'1 :� / .p.� 1 � /l. •. _ a �� t "' r"�'��..�Y!- � ��i"�/�T-Y M./' i�Y " 'tet �� \ I • i n. S Mr R.. r;__.dC4Yyr'f� �„ x. e. .,vim „,•!'.;.. 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