Loading...
HomeMy WebLinkAboutThe Pavilions at Crowther Knoll Site PlanOWNERS ACKNOWLEDGMENT THE PAVILIONS AT CROWTHER KNOLL THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. OWNER'S SIGNATURE PRINT OWNER'S NAME COUNTY OF JEFFERSON KATIEGRAYSON NOTARY PUBLIC ) SS. STATE OF COLORADO NOTARY ID 20224030245 STATE OF COLORADO ) WCOMMISSIONEXPIRES AUG3UST3,2026 SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4 OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE ) SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO oA.F 05/119/14 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS I4"DAY OF ,200 BY WITNESS MY HAND AND OFFICIAL SEAL: NOTARY PUBLIC MY COMMISSION EXPIRES A 0.41 Y V, 3.02!6 CTTN CEQ t S'FT cAT z o t J 't Qtoveot Z^ doh0j Z oZ4 thi e C of t,.w-m Qid r. 0 w z a VICINITY MAR 1:500 SHEET INDEX 01 OF 11 COVER 02 OF 11 SITE PLAN 03 OF 11 LANDSCAPE PLAN 04 OF 11 LANDSCAPE NOTES & DETAILS 05 OF 11 SITE DETAILS 06 OF 11 SITE DETAILS 07 OF 11 EXTERIOR ELEVATIONS 08 OF 11 EXTERIOR ELEVATIONS 09 OF 11 EXTERIOR ELEVATIONS 10 OF 11 PHOTOMETRICS 11 OF 11 PHOTOMETRICS CASE HISTORY WSP-22-03 WS-23-01 PLAT ADDITIONAL EX H I B ITS (PROVIDED AS SEPERATE DOCUMENTS) SITE DATA CHART SQUARE FEET ACRES PERCENTAGE TOTAL AREA OF PROPERTY: 16,830 0.3863 AREA TO BE DEEEDED FOR R.O.W. 1,975 0.0453 TOTAL AREA AFER R.OW. 14,855 0.3411 TOTAL BUILDING COVERAGE: 5,469 37% TOTAL PARKING/DRIVE COVERAGE: 4,378 29% OPEN SPACE: 5,086 34% REQUIRED: 21240 15% PROVIDED: 4,175 28% USABLE REQUIRED: 763 15% USABLE PROVIDED: 804 15.8% EXISTING GROSS FLOOR AREA: PROPOSED GROSS FLOOR AREA: BUILDING HEIGHT: BUILD -TO -ZONE REQUIREMENT: TOTAL LOT WIDTH: W 38TH AVENUE BUILDING 1: FENTON STREET BUILDING 2: TRANSPARENCY ZONE: W 38TH AVENUE: BUILDING 1: NUMBER OF RESIDENTIAL UNITS: NUMBER OF PARKING SPACES: NUMBER OF HANDICAP SPACES: SHORT-TERM BICYCLE SPACES: LONG-TERM BICYCLE SPACES: PROJECTINFO PROJECT ADDRESS: 3780 FENTON STREET WHEAT RIDGE, CO 80212 LEGAL DESCRIPTION: LOT 1, SEILER'S MINOR SUBDIVISION COUNTY OF JEFFERSON STATE OF COLORADO N/A N/A 13,756 3 STORYS LINEAR FEET REQUIRED LINEAR FEET PROVIDED 60% of 92'-6" = 55'-6" 78'-4" = 84% 30% of 161'-11 3/4" = 48'-3" 94'-1" = 58% 30% of 78'-6 1/4" = 23'-7" 21 DU / ACRE MINIMUM/MAXIMUM 7 N/A 3 N/A 41% = 32'-4" 7 UNITS PERMITED SPACES PROVIDED 10 (2/SINGLE FAMILY & 1/TOWNHOME) N/A 4 7 ALSO KNOWN AS: ADDRESS 3780 FENTON ST, WHEAT RIDGE, CO 80212 OWNER: Re w-ke Vevs LLC. 1335 S Inca Street Denver, CO 80223 01 OF 04 MAIN LEVEL PLAN ARCHITECT: 02 OF 04 SECOND LEVEL PLAN redT Architecture 03 OF 04 THIRD LEVEL PLAN 1335 S Inca Street. 04 OF 04 ROOF PLAN Denver, CO 80233 303-997-4001 01 OF 01 OPEN SPACE DIAGRAM CIVIL ENGINEER: 01 OF 03 COLOR ELEVATIONS RAPTOR CIVIL ENGINEERING 02 OF 03 COLOR ELEVATIONS WESTMINSTER 03 OF 03 COLOR ELEVATIONS CO, 80031 SURVEYOR: POWER SURVEYING COMPANY, INC 6911 BROADWAY DENVER, CO 80221 1335 S INCA ST DENVER, CO 80223 303.997.4001 Z a 0 w z a � u O w H � a u u Q 0 z w U F-z 0 00 a a � O � w U LU a N m 0 0 zw� w ao� w � Ln V Z wNw Z O Z wwz oZg �0w O N C zoa w W x z F- O w Q zaor _^ r- z=0 Ua3: 0 r z O Z o� �ww =r= PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY: BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT DATE 2/28/2023 THE PAVILIONS AT CROWTHER KNOLL SITE PLAN NOTES 11 2. 3 El GENERALIZED DESIGN AND NOTES FOR ANY MAJOR, CHANGED, OR NEW IMPROVEMENTS TO THE PUBLIC RIGHT-OF-WAY REQUIRED OF THIS DEVELOPMENT PROJECT IS SHOW FOR REFERENCE. A TRANSPORATION ENGINEERING PLAN (TEP) IS A SET OF CONSTRUCTION PLANS TO DOCUMENT IN DETAIL THESE IMPROVEMENTS. COWR INSPECTORS USE THIS DOCUMENT TO ENSURE THEY ARE CONSTRUCTED PER COWR STANDARDS. WR PARKS MAINTAINS THE ROW LANDSACPING NORTH OF THE SIDEALK ALONG 38TH. TRASH AND RECYCLING WILL BE ACCESSED BY TRUCK OFF OF FENTON STREET, WITH CLOSE PROXIMITY TO ACCESS AND LOAD TRASH AND RECYCLING BINS. EXISTING ROW TO REMAIN PER COWR STANDARDS SYMBOL LEGEND BENCH LIGHTED BOLLARD PET WASTE STATION HATCH LEGEND "- CONCRETE PAVING RTF SOD . ..+ �' RIVER ROCK CRUSHED GRAVEL SHREDDED WOOD MULCH UTILITY & ACCESS TRACT UTILITY EASEMENT REPLACED EXISTING CITY EASEMENT FOR ROW IMPROVEMENTS DRAINAGE EASEMENT / TRACT COMMON AREA TRACT - — p - -" ^ Fl LEGEND PROPERTY LINE ROOF LINE 6' FENCE SITE TRIANGLE LOT LINE OVERHEAD ELECTRIC ACCESSIBLE ROUTE PROPOSED ROW DEDICATION 42" FENCE SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER 1/4 SE TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH ( ) OF SECTION 24. PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO 20'-6" BUILD -TO -ZONE ---------------------------- o- o— o--------------- - -OHE OHE OHE ACC ROUTE ACC ROUTE 20'-6" BUILD -TO -ZONE 20'-6" BUILD -TO -ZONE BUILD -TO ANALYSIS BUILD -TO PRIMARY STREET - WEST 3TH AVENUE TOTAL BUILD -TO (0'-121) SIDE STREET - FENTON STREET TOTAL BUILD -TO (0'-121) FENTON STREET (40' PUBLIC R.O.W.) 15'-0" SIGHT TRIANGLE SIDE STREET ZONE LOT LINE 170.00'(M)(R) REQUIRED (MIN) PROVIDED 60% of 92'-6" = 55'-6" 78'-4" = 84% 30% of 161'-11 3/4" = 48'-3" 94'-1" = 58% 32' - 7" BUILD -TO -ZONE 9s, - n" R 0 \A/ CITE= 1 SITE PLAN. 1/8" = 1'-0" ENCE ON THE CORNER REMAIN 3 ROW TO REMAIN W D Imo- Z Lu LJJ L U O =O Q N C2 V o M Q m J C m c~n c a Lu a o s EXISTING BRICK AND METAL FENCE ALONG W 38TH TO BE RECONSTRUCTED TO ACCOMODATE BUILDING ENTRANCE BASE PLAN/ AVERAGE GRADE IT IS MEASURED AS THE AVERAGE OF ELEVATIONS TAKEN AT THE MIDPOINT OF EACH PROPERTY LINE. MIDPOINT OF EACH PROPERTY LINE = 5420.1' , 5417.9' , 5416.38' , 5418.9' BASE PLANE = 5418.32' Lac 1335 S INCA ST DENVER, CO 80223 303.997.4001 PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY: BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT � Jw Q Qo z Ycc 0 J UJLLJ LLJc= � �>z N UJ OLL� H UIF-.. 0 m„ DATE 2/28/2023 SHEET TITLE SITE PLAN 020F 11 a I LEGEND PROPERTY LINE 6' FENCE WATER LINE SEWER LINE 42" FENCE STORM LINE PLANTING LEGEND BIGTOOTH MAPLE EXISTING TREES FERNBUSH JAPANESE BARBERRY COLORATUS WINTERCREEPER 0 BLUE GRAMA GRASS Q) SYMBOL LEGEND m��� BENCH -3�- LIGHTED BOLLARD PET WASTE STATION HATCH LEGEND CONCRETE PAVING '+ + ++' T RTF SOD + ++ . + +++' " +++ RIVER ROCK y k Y CRUSHED GRAVEL SHREDDED WOOD MULCH UTILITY & ACCESS TRACT UTILITY EASEMENT THE PAVILIONS AT CROWTHER KNOLL -.°. _- ,;..e SITE PLAN REPLACED EXISTING CITY EASEMENT ROW IMPROVEMENTS DRAINAGE EASEMENT / TRACT COMMON AREA TRACT -Ss SS ss— BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4) OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, —STM STM STM— COUNTY OF JEFFERSON _ STATF nF r.ni r)pAnn UIVI I m%-CR l]RHIY Li UC IN I AI UIVI bib I OOTH MAPLE 4 1 AS SHOWN 1 25' 25' L-M DECIDUOUS SHRUBS JB BERBERIS THUNBERGII JAPANESE BARBERRY 19j AS SHOWN 3' 5' L GROUNDCOVER LBGG BOUTELOUA GRACILIS F BLUE GRAMA GRASS 9 AS SHOWN 18" T 18" L FB I CHAMAEBATIARIA MILLEFOLIUM FERN BUSH 10 AS SHOWN 5' 6' L GROUNDCOVER CW EUONYMUS FORTUNEI COLORATUS WINTERCREEPER 7 AS SHOWN 18" 24" M SITE LANDSCAPE CALCULATIONS Total Landscape Area (Square Feet) Trees Required Trees Provided Shrubs Required Shrubs Provided 4,474 = 30 % 4 4 40 45 ��7 i 7 1335 S INCA ST DENVER, CO 80223 303.997.4001 a Q Q w 22 a m G° w F � a u u a o CJ Z W x �z O 60 a d U w C Ln aim 2 LU w o ¢ En U.1 D V Z N (D w � � w w Z F O O Z w N O N w w Z O a � Z C' N Z O � cW C � � a w a U.j Z m0 w Z w a O H n w r Z x O w F x � O U 5Z O O O ¢ w w C z = J = I- a I- PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY:BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT U) J Q Qo Z Yw J Wry 3� LU < V, a z o N LLJ mow" �Um° DATE 2/28/2023 LANDSCAPE PLAN THE PAVILIONS AT CROWTHER KNOLL Landscape Notes: GENERAL NOTES: 1. Contractor shall provide all labor, materials, tools and service necessary to furnish and install all work specified and as shown on these plans. 2. Existing tree stumps on site shall be grinded and removed unless otherwise noted. When existing trees are to be removed from the site, tree stumps shall be grinded and removed. 3. Contractor shall verify final boundaries for the tree protection zone (TPZ) with Forestry staff prior to commencement of construction/demolition activities. 4. Landscape plan is intended per city site development plan purposes only and not intended for construction. Trees, Shrubs Perennials and Ornamental Grasses: I. Cultivate the subsoil on all planting beds, sod and seed areas per the landscape detail provided. 2. The tilling of planting beds and placement of backfill is to occur just prior to planting; thereafter, protection from compaction and construction traffic shall be provided. 3. All plant materials shall have backfill carefully placed around the base and sides of ball to two-thirds (2/3) depth of the ball, then thoroughly soak with water to allow settlement. All wire, burlap fasteners and loose burlap around base of trunk shall be removed at this time. Remainder of the pit shall then be backfilled, allowing for depth of mulch, saucer and settlement of backfill. Backfill shall then be thoroughly watered again. 4. All shrubs and trees shall be planted a minimum of 12" inside of all edging and away from walls and other permanent structures. 5. All plant locations are approximate; adjust locations prior to installing plant material as necessary to avoid conflicts with unforeseen elements missing from the landscape drawing or elements added during construction. 6. Quantities of materials shown on the planting plan take precedence over quantities shown on the Plant Schedule. Landscape Contractor shall be responsible for verifying all quantities on the planting plan. Report any discrepancies in the planting plan immediately to the Owner's Representative. 7. Plants are to be sized as shown per species on the Plant Schedule. Weed Barrier, Edging, and Ground Plane Treatment: 1. An evenly placed layer of gravel mulch, cobble mulch, or breeze shall be placed on all areas designated to receive the specified mulch. Minimum depths shall be achieved in accordance to the schedule by the type of mulch. Weed barrier fabric shall be completely covered and pinned. 2. Weed barrier shall be a woven, porous mat as manufactured by American Excelsior Polyspun XL, Dupont Typar Style 3341 or Mirafi "Mirascape". The weed barrier shall be installed per manufacturer's recommendations. Maintenance and Warranty: 1. The Contractor shall provide all water, watering devices and labor needed to irrigate plant materials until provisional acceptance of the project. The Contractor shall supply enough water to maintain the plant's healthy condition. 2. Contractor to remove tree stakes, tree wrap, and all dead wood on trees and shrubs one year after the commencement of the planting installation. 3. At the completion of planting operations, all plants shall be inspected by the owner and the owner's representative. Contractor shall replace immediately any plants no in healthy and vigorous condition at the time at no expense to the owner. Any plants not in healthy condition during the One -Year Warranty Period shall be replaced as per the original specifications, free of charge to the Owner. 4. Remove all rubbish, equipment and material and leave the area in neat, clean condition each day. Maintain paved areas utilized for hauling equipment and materials other trades in a clean and unobstructed conditions at all times. 5. Contractor to apply fertilizer in the Spring and again in late September. Water thoroughly after application of fertilizers. All seeded and sodded areas to have recommended fertilizer applications: Added 2-3 weeks after seeding emergence; once in Mid- to late -June; In early- to mid -August; and once in late September. Seeded and Sodded areas are also to receive 0.5 Ibs of elemental sulfer (or equivalent material) per 1,000 sq.ft. 6. applied in late September. Water thoroughly after application of fertilizers. SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4) OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, Implementation and Coordination of Landscape Plan: COUNTY OF JEFFERSON STATE OF COLORADO 1. The shown utility locations are approximate. Contractor shall locate all utilities before work. Locate exact utility locations by contacting "Call before you dig" at (800) 922-1987. The Contractor is responsible for the repair of any damage caused to utilities. 2. Contractor is responsible for maintaining existing erosion control measures during the duration of work on -site. 3. All existing top soil is to be stripped and stockpiled for use in the proposed landscape. Al stockpiled soil must be clear of weeds, rocks, and debris before reapplication. All bermed planting beds to be clear of weeds, rocks, and debris before re- application. All bermed planting beds to be created with imported topsoil. See Civil Engineering drawings for location of the stockpile. 4. Contractor shall provide 4" of topsoil at the all sod and planting areas. Grade shall be adjusted for sod thickness. Landscape Contractor shall perform all finish and grading. 5. The Finish Grades, See Civil Engineering Construction Drawings, shall provide positive drainage away from walls and buildings. All landscape areas shall have minimum of 2% slope. For Proposed Site Grading, See Grading Plan. Turfgrass: 1. Contractor is to provide verification that all sod is of the species shown on this plan. No substitutions will be allowed. Sod to be laid with tight staggered edges and be rolled after installation. 2. Fine grade sod and seed areas to eliminate irregularities on the surface. Roll or perform additional fine grading. 3. Roll sod after installation to insure roots are in contact with the soil surface. Immediately begin watering of sodded areas. Irrigation (Landscape Plan): 1. Irrigation will be provided to all trees, shrubs and perennials via drip irrigation. Irrigation shall be provided to all the areas of Turfgrass via Spray/Rotor Irrigation. Where trees are located within areas of medium/high water -use turfgrass, assure that the trees are provided adequate irrigation. Where trees are located within areas of low water turfgrass, trees shall be irrigated via drip irrigation. 1335 S INCA ST DENVER, CO 80223 303.997.4001 ¢Q ow z� Q� G° a <Z aO V Z w 2 0 w ° ° - U z d u W �y 0 a U w O w _ aNm LU o =�o ova Q Z w a o W w V V w Ln > �a� W zoo O W W O W w Z 000 a � Z 0 N W K 1- Zoa w �Za w Z°w z o ¢o� r w 0 z = o w r x Z =o� ° o Q � W N w � r a F PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY: BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT Q Z O LLJ W w o� ZF_ Q w 2 r W w LLJ 0 ® zW LL 00 U� m DATE 2/28/2023 O 00 0 U SHEET TITLE LANDSCAPE NOTES & DETAILS 040F 11 THE PAVILIONS AT CROWTHER KNOLL 1' - 9 7/8" 0 N N SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4) OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO PAINT COLOR: TBD BY MANUFACTURER 2.375" O.D. STEEL 22" LONG DIRECT EMBED TO 10" DEPTH 4" CONCRETE PAVING o;-- °�4 e •. 6 a COMPACTED SUBGRADE 3/8 ANCHOR ROD THRU HOLE il�,ll I 2' - 81/2° TYP. BIKE RACK 1" = 1'-0" REINFORCE W/ (4) #4 EA. WAY 0 ZD 8'-0" O.C. MAX TTF 1" X 4" HORIZONTALS, TYP. 1" X 6" PICKETS, TYP. 4"X4"X9'POST i _-- ! Ti -- i t—`-- II I I! I, — — I I ,il,- !iI� 'I I —III III.I I I 1 7 14 TYP. 6' CEDAR FENCE 1/2" = 1'-0" DTL-SITE-CONCRETE SLAB JOINTS 1 1/2" = 1'-0" SUILUINU FAU, C:LUMN, WALL ITAIR, OR OTHER FIXED STRUCTURE XPANSION JOINT, 1/4" WIDTH, 1/4" IADIUS AT EDGES. USE PREFORMED DINT -FILLER STRIPS FULL WIDTH kND DEPTH OF JOINT. ALLOW 1/2" kT TOP FOR SPECIFIED SEALANT. EAL ALL EXPANSION JOINTS " OR 6" CONCRETE PAVEMENT, RE: LAYOUT PLANS I I II! I i I I I I a I - jI I I ,i I i—{ I - 10 8'-0" O.C. MAX 1" X 6" PICKETS, TYP. 4"X4"X9'POST ' I I I I I !- -f : , i TYP. 42" FENCE 3/4" = 1'-0" NOTES: 1. FENCE WITH RING OPTION SHALL MATCH EXISTING FENCE ON SITE. FENCE SHALL BE BLACK IN COLOR 2. POST SIZE AND FOOTING DEPTH DEPENDS ON FENCE HEIGHT, SEE MANUFACTURER'S SIZING CHARTS AND SPECIFICATIONS 3. BRICK COLUMNS SHALL BE LOCATED ON EACH SIDE OF THE SIDEWALK NODES. BRICK TO MATCH EXISITNG COLUMNS ON SITE 4. PRIOR TO INSTALLATION, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF COLUMNS FOR OWNERS APPROVAL EXISTING BRICK & METAL FENCE 3/4" = 1'-0" NCRETE CAP CK COLUMN TAL RAILING 1335 S INCA ST DENVER, CO 80223 303.997.4001 o W z ¢ C v 0 w H � a u U ¢ p w U Z 2 rz 0 p O �L) a W LL d Lu _ O Q w � Q a 0 Z L, ¢ o Lu Z U Z LL N (J7 W N 2 � O r w Z F O O Z LL O W w z Z O Ou a � w W N Z O � = cW G N t r � Z O W Q 0 Z w = ¢ O r vow;. s � Z i O W r 2 O O � O O z 0 � w r ¢ r PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY: BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT Q z 0 LLI U) .� W Ocl z F_ Lu LjjW z O i— pW LL ct 0 00 U� M DATE 2/28/2023 SHEET TITLE SITE DETAILS (V (V 00 O U 050F 11 THE PAVILIONS AT CROWTHER KNOLL SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4) OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO 1' - 1 1/2" a BENCH SEAT POST ISHED GRADE NCRETE FOOTING 2X4 BENCH SEAT 1- 1/2" GAPS BETWEEN BOARDS, TYP. . m ° ° o ° m I I =11 I11 —III—III—III—III—III—III =1 I I I =11I—III—ITI—ITI—I1—ITi III =1 I 1I I �, II I =1 1 I I =1 I I I —III—I 111 III I III �_ =1 1=1 1=1 1El 11=1 I I—III—III—III=III—I I II_I—III—III=III—IIIElI I=1 1-11�=1 1=1 1=1 I 1 I-1 —1 i-1 1-1 1—I I III—III-1T1=11�—ITi=11 I—III=ITI=1T1=1 1=1 I 11=1 I Ed 11=1 I I —I I 1=11 —I I —I 11=1 I Ul I I —I I I 11=f I —I 11—III—III—I I I_I II_III_I I I —I I I_III t l l—I 11=1 I I —III —III —I I 11=1 11=1 I I I I I —I 1=1 —i I I —I 11=11 I=1 1=1 11=1 11=1 I —I I F i 1—I I —I 1—I —I I —I 1 —III—I I —I I I —I 11=1 I IE I I I —I 11=1 I El 11=1 I I I I I=111=111=1 11=111= —I 1—I 1-1 I —I I— I � 1-111—I � I —I � I —III—III—III—I i i=I 1 i=i 1 I=I 1 =I 11=1 I I 1=1 I =1 11=1 11=1 11=1 I IE I FI 11-111-1 11=1 11El 11-11 I I I —I i 1=1 11=1 11El 11=1 I I —I 1El 11=1 1=1 11=1 I I —I 11=1 I —I I I_I1=III=III=III=III=III=111=III=III=III=III=1_I1=III II—III=III=III=III=III=III=III=III=III=III=III—III=11 1—I 1=11�-11�-Ti-11�-11�=11�-11�-Ti-11�-1 1-11�-1 I ITI—I 11=1 11=1 1=1 11=1 11=Ti=1 1=1 11=11�=1 11=1 I I—i I I1=11�=11�=11�=111=11l=111=1I1=111=1I11=1II�=111=111—II ITi-111=1=111=1 I IE =11 =111=1 11=111=1I1=1 I lEd I I 11 =1T1—IT=II=1 11=1T=1Ti=1 11=1Ii=1 I El I i-11la 11=1 I =1 I 1=1I=1 1=1 I =Ti=1 I 1=11�=III=1 I 1=1 I-1 I 1-1 I 1=1 I I I I —I 11=1 I I —I I I=1 11=1 11=1 I I —I 11=1 I I —I I —I I I —I I I 11=1 1=1 I FEI I1=1 11=1 11=1 11=1 11=1 1=1 1=1 I I —III —I 1=1 I I II=III=111=1I1=111=1I1=111=111=1I1=III=1_I1=IIFEI II=1I I III —I 11=1 11=1 11=1 11=l 11=1 11=1 11=1 11=1 I I —I 11=1 11=1 I I I Ell 11=1 I la 11=1 I I-1 I I-1 11=1 11=1 I I-1 11=1 I I-1 I I-1 I I-1 I =1 I —I 11=1 I IEI I FE 11—I 11=1 I 11=1 11=111=111=1 I —I I I 1=1 I II 11=1 11=111-111=1 1-111=1 1=1 I I —I I I-1 11=1 11=1 I 1 I-1 —1 I I-11 I-11 I-11 I—III-11—i I I—III-1 I I —I 11=1 11 11=1I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I El I —I 11=1 11El 11=1 11=1 I E=l 11=1 11=1 I I-- 1=1 11=1 11=1 I I I=1 11=1 11=l 11=111—I I I —I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I 11=111=111=1 11El 11=I I I=MEd I I—_ 11=I I I=111=11 IIII I El I I —I I l 11=1 11 I 1 I —I I I-11 I_I I I 1 I 1 1 I 1=1 I I I-1 � 1=1 � 1=1 11—I I t—I 11=1 11=1 I I —I 11=1 I I-1 I `III —III III III=1 I I —III —I � I-111=1 I I-11 I 1 I=TI=III=i 1=1 11=1 11=� I 111=1 1=1 11=1 11=1 11=1 1I- 1=1 11El 11=1 I I\11EEE 1=III=III=IIII=III=111=11 1= --- _ 11�-1 1=111=1 I I-1 I 1=1I�=1 1=1 1 1= I V7 11=1 I I —I 11=1 =l I 11�=11�=11�=1I�El1=11111=1 1=111=11I= 1=1 11=1T=Ti=1 11—I1=1I11=1I11=11 I I I=111=I1=1 11=1 1 1=111=1I1=111- 1=1 I -1 I -111=I I =1 I 1=1 11=11011 111=1 I —I 11—I 11—I 11=1 11=1 I I —I 1I- 1=1 1=1 11=1 11=1 11=1 1=1 1=1 I —I I I11=111=III=III=111=111=111=111= 1=1 11=1 11=1 11=1 11=1 11=1 I I —I 11=1 I I I I-1 11=1 I I-1 11=1 11=1 11=1 I I-1 I- 1=1 11=111=1 I FEI 11=1 11=111=111=1 I I I i-1 11=1 I I-1 I I-1 1=1 11=1 I FI 11= I —I 11=1 I I —I I I-1 El 11=1 11=1 I I—� I I I 1=1 I —I 11=1 I I —I 11=1 11=1 11El I I= 1=1 11=1 11=1 1=1 11=1 11=1 I I —I I II I I I 1=1 11=1 11=1 I=1 1=1 1 111=III=ITI=111=111=I I IE 1 1=1 I I I I-1 I —I 11 1 I F9 11=1 11=1 1I- 1 � 1=111=1 11=1 11-111=111=11 —I 11=1 I I 1 � 1=111=1 11=1 11= _III I =I I=III=� TYPICAL PARK BENCH 3 1 „ = 1 �-o" )X4 BENCH SEAT IX4 POST =INISHED GRADE CONCRETE FOOTING 2'-61/2" 1'-6" 2 MAILBOX FRONT & SIDE ELEVATIONS 1 1-011 0 1335 S INCA ST DENVER, CO 80223 303.997,4001 Z a Q W o z a � o W � F' a U V aO Z w U 2 � r Z O p O _ F- r ca a aY w a m a � W x O N V= W VI CL u z LL Ln C W N V1 = N o r z o O W W N O v LL W Z 0 o a O W 0 N Q � Z � �> w x r � 5 N z Z LLJ r � a N X Q Z O W 2 CG � O Z 2 w r x �03 O" �ww Z r a � PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY:BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT U) � Jw Q 0o cq Zrle Z Yw 0 ry J Ww LLI > '17 n jz �o N LLJ 0LL C%sl ��00 o M -Umu DATE 2/28/2023 SHEET TITLE SITE DETAILS 060F 11 THE PAVILIONS AT CROWTHER KNOLL 2 a m In N M TRANSPARENCY ZONE W 38TH AVENUE TRANSPARENCY REQURIED 30% OF 78' - 61/4" = 23' - 7" TRANSPARENCY PROVIDED 41% = 32' - 4" EXTERIOR MATERIAL LEGEND HATCH MATERIAL CONCRETE GRADE PAINTED 4" VERTICAL COMPOSITE SIDING IRON ORE SW7069 PAINTED 6" HORIZONTAL COMPOSITE SIDING COLONADE GRAY SW7641 ASPHALT SHINGLES BRICK - SUMMIT BRICK OLD DENVER W Z uu W uj Q N co M W : a SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4) OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON ,STATE OF COLORADO I I • r I 8' - 6 3/4" - -- PROP. R.O.W. DEDICATION _ r 10 -__-- -_ p I __ PROP. FRONT SETBACK - - - - __ m 0'- 12' MIN. FRONT SETBACK 0' BIKE PARKING I i I I � I 46' - 9 3/4,r I I I i I -- BASE PLAN/ AVERAGE GRADE IT IS MEASURED AS THE AVERAGE OF ELEVATIONS TAKEN AT THE MIDPOINT OF EACH PROPERTY LINE. MIDPOINT OF EACH PROPERTY LINE = 5420.1' , 5417.9' , 5416.381, 5418.9' BASE PLANE = 5418.32' r W WN li O I- W UL 0 M I I , MIN. SIDE SETBACK - --�` ' Lu PROP. ROW DEDICATION -- -- - --- --- I IN111 --- -.—. - _ Z a C) 5 - 8 1 /2 PROP. SIDE SETBACK H 2 0 W 0 z 0 J m 91 • 5'-0" MIN. SIDE SETBACK I- IQ W 2 • ' O V' z M J m I 25'-1" PROP. SIDE SETBACK • j- 1I n REAR (SOUTH) ELEVATION 1 /8" = 1'-0" 101-01, III Il�li�l liii� i'�!�� III I�IIIIIII III I! iVilf��l�i�i � ! �I�II� �V PROP. 13'REAR MAILBOX Ll-i.- -i I I I I I I ! I I I I I I IT i- L--I MIN. SIDE SETBAC PROP. SIDE SEBT, I • I I,II III II i� !!i ili ili III TRANSPARENCY REQUIRED 30% OF 78'-6 1/4" = 23'-7" PROVIDED: 41% = 32'-4" SIDE STREET (WEST) ELEVATION 1 /8" = 1'-0" I 6'- 6" PROP. ROW DEDICATION I W MIN. SIDE SETBACK t/9 I O 8' - 10" ( I- Z W P. SIDE SETBACK I LL II I I TRANSPARENCY ZONE • I L n PRIMARY STREET (NORTH) ELEVATION 1 /8" = 1'-0" 0, 1335 S INCA ST DENVER, CO 80223 303.997.4001 Z a � W z a � GO W � Z W m Z a O w V 2 z O O o U a WLLo a U w O w - a N m N ~ Q a z � 0 W ¢ o V � Z W Z=o �F z C) LL W Z 0 � C aoZ O N C z o � = w N Lu H z a N w Q � Z QOF=- In wm F.- w=o iZ� �03 o f= z O Q � W W w z ^ F PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY: BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT J � Jw Q Qo Cn Z Z Yw 0 �3 J UJw > = CL>Ln uj 0 LLJ ry 0LL r-4 I- U m ° DATE 2/28/2023 SHEET TITLE EXTERIOR ELEVATIONS 070F 11 I I 51 0-1 EXTERIOR MATERIAL LEGEND HATCH MATERIAL CONCRETE —I L�J GRADE PAINTED 4" VERTICAL COMPOSITE SIDING IRON ORE SW7069 PAINTED 6" HORIZONTAL COMPOSITE SIDING COLONADE GRAY SW7641 ASPHALT SHINGLES BRICK - SUMMIT BRICK OLD DENVER THE PAVILIONS AT CROWTHER KNOLL SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4) OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO 'uni�����rilllllllllll IIIIIIIIII� __ _ ., . M . Mom_ i - - ■ it -----��. I •-- I� �I �I ICI M BASE PLAN/ AVERAGE GRADE IT IS MEASURED AS THE AVERAGE OF ELEVATIONS TAKEN AT THE MIDPOINT OF EACH PROPERTY LINE. MIDPOINT OF EACH PROPERTY LINE = 5420.1' , 5417.9' , 5416.38' , 5418.9' BASE PLANE = 5418.32' W W cc tN O W U. PROP. R.O.W. DEE I I L — — n SIDE INTERIOR (EAST) ELEVATION ' 1/8" = 1'-0" t10 I I �! i ! '_--Iii24 - 11197.7° 1 1/21 -- ! I I 5' - 0" MIN. SIDE SETBACK � I 25'-1" PROP. SIDE SETBACK BUILDING ONE (SOUTH) ELEVATION 2 1/8" = 1'-0" _ W _- PROP. R.O.W. DEDICATION w - _ -- -- - .. - - Z 2 IN. SIDE SETBACK co co n -- - - - — — PROP. SIDE SETBACK IL — _ _ - _ _ MAILBOX _! �!--I I - -i -- — ! 1 i _- l! I !1 I !I'! i 3 �JUDING TWO NO ELEVATION = 1 -0 1335 S INCA ST DENVER, CO 80223 303.997.4001 a � Q w z a � G° w � r a aZ U z w z 0 o0 a _ u Ln C aU m a x uw x O p oQa p ao� z Lu � z ��w N (n NwQF=- w z O O w Z w Ow Z O 0O a Z N w O K I- Z O z = W r � a W Z w O Q Z w x who Z)o� V F Z O LL w z r a r PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY: BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT � Jw 0 U) z Yw O � 3 J w uj �G Lu �z o LLJ 0 N EE .. ry LL 0 00 DATE 2/28/2023 EXTERIOR ELEVATIONS 080F 11 THE PAVILIONS AT CROWTHER KNOLL EXTERIOR MATERIAL LEGEND HATCH MATERIAL CONCRETE GRADE PAINTED 4" VERTICAL COMPOSITE SIDING IRON ORE SW7069 PAINTED 6" HORIZONTAL COMPOSITE SIDING COLONADE GRAY SW7641 ASPHALT SHINGLES BRICK - SUMMIT BRICK OLD DENVER SITE PLAN BEING A PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST QUARTER (SE 1/4) OF SECTION 24. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO W i Z W a W W N � 00 M Q LA W � CC a , L C7 LJ z in � coJ 5 m • e • • e • • i • e • • e • ..... ...... ...... • • s • e • • e • • • o • • e • • e • 2 � i' - I -- I j( i I-iI— � , j 146'-11`1 GARAGES (WEST) ELEVATION 12 U 1 /8" = 1'-0" • e • � • e • e • e • e • � • e • e • e • s • � • e • �� • �� • �I� • �� • e - • • � • � • � • • e • e • e • e • e • � • e • -------- --------- Im ---�I'--- --I!{-- BASE PLAN/ AVERAGE GRADE IT IS MEASURED AS THE AVERAGE OF ELEVATIONS TAKEN AT THE MIDPOINT OF EACH PROPERTY LINE. MIDPOINT OF EACH PROPERTY LINE = 5420.1' , 5417.9' , 5416.38' , 5418.9' BASE PLANE = 5418.32' �� — I n BUILDING TWO (EAST) ELEVATION W_ W Z W W � Q N c Q M W 5. 3 a 1335 S INCA ST DENVER, CO 80223 303.997.4001 Y Z a Q O � a � G0 tza a 0 U z w x N r z 0 00 a LLo owe V a m W x O 0 ¢ o W U v (n ¢ �2 w L � � H z r o 0 Z W z 0,0 a � z W N W 0 Z O z x cW CG Z [C uj f r a Z O W Z a 8 r r z x 0 w r x z �03 U r z 0 O h w z x _ r a r PROJECT: 2206 DATE: 2/28/2023 DESIGNED BY: SMN DRAWN BY: BJW CHECKED BY: SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT DATE 2/28/2023 SHEET TITLE EXTERIOR ELEVATIONS 090F 11 PAVILLIONS AT CROWTHER KNOLL • • • • • ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLIC ROW, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENT GLARE PROBLEMS AND SHALL NOT EXCEED NATIONAL I.E.S. LIGHTING STANDARDS FOR DISABILITY "DISABILITY GLARE" IS WHEN VARIANCES IN THE BRIGHTNESS OF THE BACKGROUND AGAINST WHICH AN OBJECT IS VIEWED IMPAIRS THE EYE'S ABILITY TO SEE THAT OBJECT. I.E., STRAY LIGHT FROM A SECURITY LIGHT ON PRIVATE PROPERTY COULD REACH A DRIVER'S EYE AND CHANGE THE VISUAL BACKDROP OF THE ROADWAY AHEAD AND ALTER THE DRIVER'S ABILITY TO SEE AN ONCOMING OBJECT. Outpost I 86401 BK Job Name:____ Job Type: Quantity: Comments: WS1 S1 PRODUCT DESCRIPTION Classic cylinder up and down lights provide directional light without glare. Available in 3 sizes with both incandescent and LED versions. Available in Architectural Bronze, Aluminum, or Black. MEASUREMENTS DIMENSION 5" W x 7.25" H x 6.25" Ext BACK PLATE 4.5" W x 5" H x 4" HCO HANGING WEIGHT 1.9 lb s r CAMPING { 14" INPUT VOLTAGE : 120V 7.25^ I (ICJ LUMENS : 270 Rated (240 Del.) (jam BULB 1 x IOW LED PCB Integrated , 1OW Total 6.25" BULB INCLUDED : (Integrated) DIMMABLE : Y CRI : 90 CRI COLOR -TEMP :3000K .h.ghtft. -t uf-ldWth.tw"ta<r0- LIGHTING -DIRECTION : Down FINISHES OPTION ■ Black Brushed Aluminum i MATERIAL Aluminum RATINGS cETLus Wet Location Energy Star JAB Listed DARKSKY ADDITIONAL INSTALL UP/DOWN: Down OPERATING TEMPERATURE: -20°C (-4°F), 40°C (104°F) PHOTOMETIC: Report Found Online Always consult qualified u aqua Ifled electrician before installing any lighting product. WESTERN EDISTRIBUTION CENTER (HEADQUARTER)� NORTH NELAND AVE I CITY OF INDUSTRY, CA 91746 ■ Jul EASTERN DISTRIBUTION CENTER i� 4200 SHIRLEY DR. I ATLANTA, GA 30336 L I G H T I N G P.626.956.4200 1 F.626.956.4225 1 maximlighting.com MAJOR SITE PLAN A PORTION OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Pathfinder 152120BK Job Name: - Job Type:` Quantity;-- Comments: WS2 PRODUCT DESCRIPTION FINISHES OPTION With solid Die -Cast Aluminum construction and powered by a range voltage input driver, Pathfinder is a high performance down light for commercial and residential installations. Choose from triangular or spherical profiles Architectural Bronze as they discreetly extend from the wall. Available with a photocell option, these archetypal forms purposely blend into the ■Black architectural landscape creating safer spaces that shine light on locations of interest. Available in Black, Architectural Bronze, or Metallic Sliver I( Silver MEASUREMENTS DIMENSION 5.5" W x 5.5" H x 4" Ext MATERIAL BACK PLATE 5.5" W x 5.5" H x 2.75" HCO Die Cast Aluminum �� 14 1 HANGING WEIGHT : 2.03lb 5.5"� ❑ 2.7 � ]5.5" A PIN RATINGS VOLTAGEINPUT : 120 277V cETLus LUMENS 880 Rated (820 Del.) Wet Location BULB 1 x 15W LED PCB Integrated, 15W Total 115.5" BULB INCLUDED : (Integrated) For OutdoorADA DARKSKY L1J DIMMABLE : Only at 120V with ELV CRI : 80 CRI ��. 7.' COLOR -TEMP :3000K hel9h=tomt�t.,"=^ tktt"th.="P�t�hM.,r LIGHTING -DIRECTION: Down ADDITIONAL INSTALL UP/DOWN: Up/Down OPERATING TEMPERATURE: -20°C (-4°F), 40°C (104°F) PHOTOMETIC: Report Found Online STATISTICS DESCRIPTION SYMBOL AVG MAX MIN MAX/MIN AVG/MIN SITE + 0.8 FC 6.3 FC 0.0 FC N/A NIA SOUTH LOT LINE + 0.0 FC 0.0 FC 0.0 FC N/A N/A EAST LOT LINE + 0.0 FC 0.0 FC 0.0 FC N/A NIA SCHEDULE SYMBOL LABEL QTY MANUFACTURER CATALOG DESCRIPTION NUMBER LAMP LLF INPUT LAMPS OUTPUT POWER 7 LITHONIA LIGHTING RADB LED P1 30K SYM RADB LED P1 30K SYM DBLXD 1 314 1 5.21 O B1 DBLXD 21 MAXIM 86401 LED WALL SCONCE 1 240 1 10 O WS1 14 MAXIM W1906-WW LED WALL SCONCE 1 820 1 15 O WS2 1 GE LIGHTING ERL1_04B330 -120- EVOLVE LED ROADWAY STREETLIGHT-ERL1 1 3900 1 31 R1 SOLUTIONS -277V ALL LIGHTING VISABLE FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTIES SHALL BE FULL CUT-OFF TYPE. 0 {' +0•0 +0.0 77 PGJ RpU�.Pco�ovt0•4 ACii E TB�UTE +42tFQU OUTEo4O�3¢ •3 Q �3 ACIa Ql �. 0+Cr(+JTAi�T AOAIJTE 40,ZOUTE ROUVaCC R�QATA5T0.Z+`QRE=qTE TLOT LINE O roROU le +0.1 +0.6 3 +0.2 0.7 + + . 3.8 +0.3 +0.6 +4.9 +0.1 0.5 0.7 0.6 5.2 0.2 0.0 0.0 I IS1 @ 8' WS1 @�' - IVS1 @ 8' WS1 81 + + + + WS1 @ 8 W p0 WS1 8 +0.0 +O.00 ¢ ¢ M 5 I n o w +0.0 0.0+0.0 � cb 0 +0.1 +0.5 ---_-_ J -- _ z --- o - I +0.0 0.0+0.0 O r----, Z a --_ -- /Z� i_-91 II: _ ® --dl U +01.1 +001 w +Os� U a +0� W � M +0-1 Q +01 O U +01 w +0T U ¢ +0.4 e U +016 0 +0� s A +Q W +0� +1: +14 0 U +1� w 0 II --®- -___ ---_ IY.oN -® - 0.1 +0.0 0.0+0.0 it-pl. "•'c .ti , '° i+ +F.d•,. ;�'�.`aP�f „ n r b-e.-al ".'�.'iv,n .:�. ; ,. ., t,, 'r . .d .••'�"i••••• `,'•.'4_s.� -__'ai.l ", `^•i, ^ .f •� •!°. ,, •.• .• r '� • t� ?, ^.,,. .. , d' ,+ q :�.r •�,t'' • � .. .r. ,, r t V'• ,'� j ' :ti � ,�, .r +, „', %' ,,``'a • „ .y,Y,t 0.0 0.0 :r. , �'••' '. !• ..•.. �• a ,;'•"°�, .>, v.f a' ,"�r,:•••�'•',•,',°/,,, a.,. .,� .,• .. .'••"r .. 0.1 0.3 . .r,. ! y is • ► , • ' 4. w'. v, ' °rtr, w• 0.4 fr + •v; . ••', r, •.t ,r r ~ ,•. d. r' „ .', ,'S•b 0.0, 0.0 LU 0131 0.8 4.-f-4 + + + + + + + + + + + + + + + + +3.2 0.0+0.0 6.3 2.6 1.2 2.6 5.3 2.4 1.2 2.8 5.2 2.2 1.2 3.1 5.0 2.1 2.0 4.9 LOT LINE 4.0.4 +1.1 +2.0 +1.2 +0.7 +1.2 +1.9 +1.1 +0.7 +1.2 +1.9 +1.0 +0.7 +1.3 +1.8 +1.1 +1.1 +1.8 +1.3 0.0 F .0 LOT LINE 6' FENC 0.2 _ 0A +0.6 +0.4 +0.4 +0.5 +0.6 +0.4 _ 0A +0.5 +0.6 +0.4 +0.4 +0.5 +0.6 +0.5 +0.4 +0.5 +0.4 0. +0.0 0.1 +0.2 +0.2 +0.2 +0.2 +0.2 +0.3 +0.2 +0.2 +0.2 +0.3 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 0.+0.0 0.1 +0.2 +0.2 +0.2 +0.2 +0.3 +0.8 +0.6 +0.2 +0.5 +0.7 +0.3 +0.2 +0.2 +0.2 +0.2 +0.2 +0.4 +1.4 1.0.+0.0 0.2 +0.3 +0.5 _ 0A +0.5 +0.8 +4. o> +3.2 _ 0A +2.6 tC +5.1 +0.7 +_ 0 0.5 A +0.4 +0.3 +0.2 +1.3+0 0..0 61 @3.5' B.31 1 @3.5' ' 4. 0.3 .9 +1.6 +1.2 +1.2 +1.7 +1.8 +1.1 +0.3 +0.9 +1.5 +0.9 +1.5 _ 1 A +1.2 +0.6 +0.3 +0,4 +1.3 0.+0.0 4.+ . 4�.7 +2d 4.b 2.1 0 +0.6 0 +0.2 0+0.2 �0.5 d.7 4 6 +2. 0 +3.7 +1.4 +0.4 +0.2 +0.1 0.+QUO ,WS2 9' WS2 9' ■ WS2 @ 9' Q 1 1 1 1 1 1 1 0. :'.•' ` ';�*'• '� ;a, 4.5 1.6 0.5 0.2 0.1 0.0 � ,7 ,: • ., vim, • vv' 0.2 +0�6. LL +0.1 +0.1 9;, ^,� , . '4. • r ; +1.9 +0.9 +0.4 +0.2 +0.1 0.0 Gb w r: .'.� ='t' r o ._. • .r,. . , � ' to 0.1 +.2 +11.8 +0.9 +0.4 +0.2 +0.1 0.0+0.0 + + 2 3 ;' ' •1.2 t r . •,; 'ra • +4,6 +1.8 +0.6 +0.2 .1 0.0+ 0.0 •;f a:,.,: .r. �' ;� + �� ,f^,•%`�, ,� � �' WS2 9' --t 0.1 0.1 0.0 0 0.0 0.0 0.0 0.0 0. +0.2 +0. +0.0 +0.0 +0.0 +0.0 o +5.6 +2.2 +0.7 +0,2 +0.1 0.+0.0 4.O 0 O 0 O O O O O O a O 0 +0.0 +0 .2 +0 +5.9 +2.7 +0.2 0.1 0.0+0.0 • c.' WS2 @ 9' � ,, 1. 1 1 / 1 1 1 1. I � � ,• v? • 1 1/ 1/ 1 1 1 V, t Q 5' `°•' 1�=%i6* 0.0 01 "< ' , w i '� ' '` - +2.6 +1.2 +0.5 +0.2 +0.1 0.+0.0 W0.3 0.2 S +1.4 +0,8 +0.4 +0.2 (+0.1 0.+0.0 INX '�; • '`;,d. 3.2 1.4 0.5 0.2 0.1 0.0 0.3 + __ s, 3.5 t$ 4. R1$1 + + + + + +0.0 �s `•,•• ,hey,, , WS2 @ 9' 0.4 +ET7T r". 10-4 '',••• • 0,7 v . +5.8 +2.2 +0.7 +0.2 +0.1 0.+0.0 0 0 0 0 0 0 0 0 0 0 0 0 0.4 +0.3 + +0.0 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 0 +5.5 +2.1 +0.7 +0.2 +0.1 0.0+0.0 WS2 @ 9' 0.6 11 r 1.6 0.6 0.2 I 0.1 0.0 �0 0.0 ,•, to - a h',i, �:+ +0.1 +0.1 ,§ ': ," ' a` ` ,. ,, . , o +1.5 +0.9 +0.4 +0.2 +0.1 0.+0.0 0.7 + +0.2 +4. s . m'• '. r.:. " ° W , +2.0 +1.0 +0.4 +0.2 +0.1 0.+0.0 1.0 + 1 rjr ' ' ; Q.7,' > `� :• ,.,r . ' : .' _;rj +4.9 +1.6 +0.5 +0.2 0.1 0.0 0.0 WUS1 T WS1 7' 1 ' 0 S2 9' 1.3 +0.5 +0.4 ---I- + O + o {- o +0.5 �0.6 �0.5.4 +Od4 +2.r�o +0.1 0.+0,0 C B 1 3.5' 1.7 �2 0.4 5.4 6 0.2 0.2 0.3 0.5 .4 2.0 4.6 0.8 0.2 0.1 0.0 0.0 0 �C+ + + + + +� + + + + + + + oe�\ LOT �0 131 @ 3.5'/-601ENCE' Qe�0;`� 0.0 0.0 0.0 0.0 0.0 0.0 `\\V ry� 0.0 0.0 �0.0 0.0 0.0 .0 0.0 0_H 11.0 0.0 +0.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0'0 0.0 0.0 0.0 0.0 N SITE PHOTOMETRIC � O IC PLAN SCALE: V = T-0" 1335 S INCA ST DENVER, CO 80223 303.997.4001 ¢Q � w Z O O w F � a Q o w u ~ Z Z o0 o �a WLLo 2 U w _d aNm L) v w W Q a Z Ln Ln W _vZ > ( w V) wui2 Z = O F- Z LL N O vl LL w Z o�� O N F (Y r Z � w = O N w � Z a W Z w O a Z LL = w O W H � �o3 O Q O w H w w Z 2 < S F-Q� PROJECT: 22042 DATE: 06-22-2022 DESIGNED BY: SMN DRAWN BY:BJW CHECKED BY:SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT J J 0 Z H Y Q � U) Z LLJ -17 W 00 O No J z °g UJI � > 0 wQ "' Q0 a U 00 m3 DATE 06-22-22 SHEET TITLE SITE PHOTOMETRIC 10oF11 • • • • 6 W I- z Of a RADEAN Bollard 'Catalog B1 Number LED Site Luminaire r Notes TITLE B 2U TYPe ralaxrnME" N FRIENDLY C)�ID Introduction The Radean LED Bollard is an award -winning, energy -saving, long -life solution designed to perform the way a bollard should. Cross section The Radean LED Bollard's rugged construction, Specifications ofshaft durable finish and long-lasting LEDs will provide Diameter: D = 8.25" 11 years of maintenance -free service. (20.96cm) H Height: H =41.5" Standard BTS and BCC BTTand BCC BTS and BCF BTTandBCF (105.41cm) - ._ ----- - Weight 20ibs r (max): (9.07Kg) i III i l 7" I I 1 I (r 7.78cm) I I' e • EXAMPLE: RADB LED P4 30K SYM MVOLT BTS BCCDNATXD DBLXD RADB LED RADB LED Pt 27K 2700 K ASY Asymmetric' MVCILT' Shipped installed Slim Top Tall Top P2 30K 3000 K SYM Symmetric120 PE Photoelectric cell, BTS Slim top, painted to match BTT Tall top painted to match P3 35K 3500K 208' button type 45 shafts. shaft' P4 40K 4000K DMG 0-10Vdimming BTSDWHXD Slim top, white BTTDBLBXD Tali top, black textured' 240' driver (no controls) s 9 P51 50K 5000 K BTSDBLBXD Slim top, black texture BTTDBLXD Tall top, black 277 E7WH Emergency battery BTSDBLXD Slim top, black 59 BTTDDBTXD Tall top, dark bronze 347 backup,Certified textured' n (A Title 20 BTTDDBTXD Slim top, dark bronze 480 MAEDBS1676 textured51 BTTDDBXD Tail top,darkbronze' FAO Field adjustable BTSDDBXD Slim tap, dark bronze 1,1 BTTDNATXD Tall top, natural aluminum output BTSDNATXD Slim top, natural aluminum textured' FIR Motion sensor textured 59 BTTDNAXD Tall top natural aluminum Bi-level 354z sv 9 BTSDNAXD Slim top, natural aluminum BTTDWHGXD Tall top, white BTFDWHGXD Slim top, white textured' BTTDWHXD Tall top, white' Deep Crown Flat Crown H241,11 24" overall height DDBXD Dark bronze BCC Deep crown, painted to match shaft' BCF Flat crown, painted to match shaft' H301,10 30" overall height DBBXD Black KCDWHXD Deep crown, white' BCFDBLBXD Flat crown, black textured' H361,t0 36"overall height DNAXD Natural aluminum KCDBLXD Deep crown, black' BCFDBLXD Hat crown, black' UAB Without anchor bolts DWHXD White BCCDBLBXD Deep crown, black textured' BCFDDBTXD Flat crown, dark bronze textured' DDBTXD Textured dark bronze BCCDDBTXD Deep crown, dark bronze textured' BCFDDBXD Flat crown, dark bronze' DBLBXD Textured black BCCDDBXD Deep crown, dark bronze' BCFDNATXD Flat crown, natural aluminum textured' DNATXD Textured natural aluminum BCCDNATXD Deep crown, natural aluminum textured' KFDNAXD Hat crown, natural aluminum' DWHGXD Textured white BCCDNAXD Deep crown, natural aluminum' BCFDWHGXD Hat crown, white textured' KCDWHGXD Deep crown, white textured' BCFDWHXD Flat crown, white' Accessories NOTES 1 PS only available in SYM distribution. 1 b E7WH and PIR only available in full height. Not Ordered and shipped separately 2 ASY has only two illuminated quadrants driven available with H24, H30 or H36. RADBAB U Anchor bolts (4) RKIRADB WIT (FINISH) U Base cover with bolt caps at higher drive currents to generate similar 7 PIR not available with E7WH. RADBABC DDBXD U Replacement anchor bolt covers I RKIRADB EMTESTMAGU Emergenryteststylus product. output as the SYM-4-quadrantable P P 8 E7WH is not available with 347V or 480V . (specify finish) (4) 3 PIR not available with 208V or 240V. 4 PE only available with ASY. 9 Architectural and custom colors available (additional leadtimes and cost may apply). 5 PE, PIR and FAO not available with BTS. 10 42" Height is standard. H24, H30 and H36 have longer leadtimes. ®.L/TH®/V/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • v:vNv.lithoniaxom RADB-LED L/GHT//VG C 2012-2022 Acuity Brands Lighting, Inc. All rights reserved. Rev. 10725/22 0 PAVILLIONS AT CROWTHER KNOLL MAJOR SITE PLAN A PORTION OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO R1 CUSTOMER NAME PROJECT NAME DATE - TYPE _ CATALOG NUMBER The Evolve® LED Roadway ERLC Luminaire is optimized utilizing advanced LED reflective optical system for local, collector and major roadways. The modern design incorporates the heat sink directly into the unit for heat transfer to prolong LED life. Construction Lumen Maintenance Aluminum die cast enclosure casting integral heat sink Projected Lxx per IES TM-21-11 at 25eC Housing for maximum heat transfer Lensi " .impact resistant tempered glass: DISTRIBUTIONS CODES 25,000 Corrosion resistant powder paint, >_ 2.0 mil thickness 02',43 C)4; . ` 97 L93" • L92 A F35 C5 L Paint: , (RAL & custom colors available) A5 Standard = Black, Dark Bronze, Gray, White 06 A5, B5, C5 L96 L91 L89 Optional =Coastal Finish Weigh#:., 8.5 fibs (5.� kgs). HOURS Optical System LUMEN IONS • • "' ••' • 60,000 Lumens: 2, 000 - 7 000 4 " 02 ,0� 04; 05 V , '61stributiorr. Type- H Marro* it/ilt3; HI,.V 06 V4 L94 L90 L88 Efficacy: 110-143 LPW Ratings CCT 27001<, 3000K 4066K & 5000K. CRI: >t 70 Operating d o 40 C to 50 C Temperature - Electrical Vibration:" " 3G per ANSI C13B.31-2C} 8 ;. LM 79: Testing in accordance with IES Standards Input Voltage: 12O-277V (no 347-480V) EMi:. TiEte 47 Ffx Part i5 Class A _ , In ut ue ' C? 60kiz ROHS: Complies with the material restrictions of ROHS Power Factor: >- 90% at rated watts Total Harmonic Distortion:" s 20'% at rated watts .. Controls Dimming:' Standard - 0-10V Surge Protection" Optional - DALI (Option U) El "Son, swirs: , , Photo Electric Serisors,tPE) avaifiable . STANDARD OPTIONAL LJghtGnd Compatible " Secondary 10kV/5kA (R Option) or F] 10kV/5kA Secondary 20kV/10kA (T Option) Warranty *Per ANSI C136.2-2018 5 Year (Standard) ❑ 10 Year (Optional) Not all product variations listed on this page are DLC qualified. Visit UL r UL7598 Listed ® OCUP www.designlighte.org/search to confine qualifications. IP66 IK06 CONTROLS ENABLED Current gecurrent.com/brands/evolve Page 2of20 © 2022 Current Lighting Solutions, LLC Ali rights reserved GE and the GE monogram are trademarks of the (Rev January 4, 20231:17 PM) General Electric Company and are used under license. Information and specifications subject to change OLP3187--RO4 without notice. All values are design or typical values when measured under laboratory conditions. STATISTICS DESCRIPTION SYMBOL AVG MAX MIN MAXIMIN AVG/MIN BALCONY 6 + 0.8 FC 5.1 FC 0.0 FC N/A N/A BALCONY 7 + 0.8 FC 5.0 FC 0.0 FC N/A N/A SITE + 0.0 FC 0.0 FC 0.0 FC N/A N/A BALCONY 5 + 0.9 FC 5.3 FC 0.0 FC N/A N/A SCHEDULE SYMBOL LABEL QTY MANUFACTURER CATALOG DESCRIPTION NUMBER LAMPS LAMP OUTPUT LLF INPUT POWER POLAR PLOT 3 MAXIM 86401 LED WALL SCONCE 1 240 1 10 0 WS1 i,. ALL LIGHTING VISABLE FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PRUPER I Its SMALL dt FULL UU I-UI-t- I Yrrt. +0.0 +0.0 +0.0 +0.0 +01 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 u.0 u.0 u.0 u.l +0.0 +0.0 + + + + + + + + + -{ + + + + + �- +0.0 +0.0 +0.( +0.0 +0.0 +0.( �.o Ills fill +0.0 _+�.01 All +0.0 +0.0 0.0 0.0 0. +0.0 +0.0 0.0 0.0 0.0 0.0 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.o +0.0 +0.o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.o +0.0 +0.0 +o.o +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.o +0.0 +0.0 +0.0 +0.0 +0.o +0.0 +0.0 +0.0 0. - °-o +°-° - °-o - °'o 4 °'o - °'o - °'o - °'o 4 °'o - °'o -�.o - °'o 4°'o - °'o - °'o - °'o _ °-o - °-o +� +0.o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.o +0.0 +0.0 +0.o +0.0 +0.0 +0,0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 + +0.0 - - S @17 +0.0 + +0.0 +0.0 + +0.0 +0.0 +01 El +0.0 + +0.0 +0.0 +0.0 1110 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +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 0 .0 +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 +0.0 +0.0 + +0.3 +5.1 +0.0 +0.3 +0.8 @ 17' +0.0 + +0.0 +0.0 +0.1 +0.0 + +0.0 +0.0 +0.0 09 ++0.0 + +0.0 +0.0 +0.0 +0.0 +C +0.0 +0.0 +0.0 +0.0 +( +0.0 +0.0 +0.0 +0.0 +( +0.0 +0.0 +0.0 +0.0 +( +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +( 0.0 + 0.0 0.0 ++++ 0.0 +0.3 +5.0 +0.0 +0.3 +0.8 @ 17' +0.0 + +0.0 +0.0 + +0.0 +0.1 +0.0 ++0.0 0.0 LN +0.0 + 1 1 00 QO W GA 0.0® +0.0 +0.0 4 +0.0 +0.0 +0.0 +0.0 +( +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 3RD FLOOR PHOTOMETRIC SCALE: 1 t'=10'-0" I ) 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 .0 1.0 ).0 ).0 ).0 ).0 ).0 1335 S INCA ST DENVER, CO 80223 303.997.4001 aQ p w z a Cc �o W 0. 0. x w Z a O W U x ~ Z Z z 00 O ~ U F'- wLLp a W I= U �dm ° _ W Qo� o Lz� >�W :n to w W = no~ ao = z g ~ z N O vl w W Z "- rn p 0=10 a�w o0� Zo3W = �b cc Z W W zow Q Z w = a O H 1- W 0 w r �03 00 a z ICZ51T N w W ra1- PROJECT: 22042 DATE: 06-22-2022 DESIGNED BY: SMN DRAWN BY:BJW CHECKED BY:SMN VERIFY ALL LINES, ANGLES, AND DIMENSIONS BY FIELD SURVEY AND MEASUREMENT I J J 0 Z I- Y Q ry Z LUw� =wo o �V)w J o0 i 4 < ow C� 0 LL.I 0. U 00 m3 DATE 06-22-22 SHEET TITLE BALCONY PHOTOMETRIC