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1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 COVER SHEET A0.0 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 PROJECT CONTACTS ARCHITECT/APPLICANT: MAH ARCHITECTURAL GROUP NICK BREWKA 1385 S COLORADO BLVD DENVER, CO 80222 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] LANDSCAPE DESIGNER CIVIL ENGINEER: CIVAS ENGINEERING STEVEN M. STRICKLING, P.E. 10056 BRISBANE LANE LITTLETON, CO 80130 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] SOILS ENGINEER: ENTECH ENGINEERING, INC STUART WOOD 505 ELKTON DRIVE COLORADO SPRINGS, COLORADO 80907 PHONE: [PHONE REDACTED] JUMP DESIGN COMPANY TOM JUMP, ASLA 1733 SOUTH CLARKSON STREET DENVER, CO 80120 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] SURVEYOR LWA LAND SURVEYING, INC. KEVIN O'LEARY 953 E. FILLMORE STREET COLORADO SPRINGS, COLORADO 80907 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] TRAFFIC ENGINEER: SM ROCHA, LLC FRED LANTZ, PE 8703 YATES DR, SUITE 210 WESTMINSTER, CO 80031 PHONE: [PHONE REDACTED] EMAIL: OWNER/DEVELOPER: SPIRITUAL BEAN 3, LLC GREG BLAND 2419 TRIO FALLS DRIVE LOVELAND, COLORADO 80538 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] IRRIGATION DESIGNER AVOCET IRRIGATION DESIGN DAVE ZICKERMAN 11757 KEN CARYL AVE., SUITE F-508 LITTLETON, CO 80127 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] DRAWING INDEX ARCHITECTURAL A0.0 COVER SHEET A1.0 ARCHITECTURAL SITE PLAN A1.1 SITE DETAILS A1.2 SITE DETAILS A2.0 TRASH ENCLOSURE DETAILS A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A4.0 PHOTOMETRIC PLAN AND FIXTURES A5.0 FLOOR PLAN CIVIL C-1 GRADING PLAN C-2 UTILITY PLAN LANDSCAPING L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS I1.0 IRRIGATION PLAN I1.1 IRRIGATION DETAILS I1.2 IRRIGATION DETAILS SITE DATA SUMMARY CHART SITE DEVELOPMENT INFORMATION ZONE DISTRICT PARCEL ID DEVELOPMENT STANDARDS GROSS SITE AREA BUILDING FOOTPRINT PARKING/ROADS HARDSCAPE TOTAL PUD (PLANNED UNIT DEVELOPMENT) [PHONE REDACTED] 2,197 SQ. FT. 5.66 SQUARE FOOTAGE % OF GROSS SITE LANDSCAPED/PLANTED AREA EXISTING VEGETATION SIDEWALKS/PATIO 6.33 0 0 SQ. FT. 2,471 SQ. FT. LANDSCAPE TOTAL BUILDING STANDARDS HEIGHT (MAX.) 21 FT. 0 IN. PARKING STANDARDS STANDARD SPACES ACCESSIBLE SPACES TOTAL BICYCLE SPACES CAR STACKING SPACES 27 2 29 14 3 20 1 N/A N/A PROVIDED REQUIRED PARKING SPACE REQUIREMENTS ARE CALCULATED ACCORDING TO THE RAGE AT A RATE OF 10 PARKING SPACES FOR EACH 1,000 SQUARE FEET OF FLOOR AREA FOR EACH SINGLE RESTAURANT WHICH HAS LESS THAN FIVE THOUSAND (5,000) SQUARE FEET OF FLOOR AREA. 14,733 SQ. FT. 37.76 22,092 SQ. FT. 56.61 PROVIDED REQUIRED 35 FT. MAX PRINCIPLE FRONTAGE 9 FT. 10 IN. 5 FT. MIN-12 FT. MAX SECONDARY FRONTAGE 6'-11" FRONTAGE BUILDOUT 92.1% 90% MIN 0 FT. MIN-12 FT. MAX PRINCIPLE FRONTAGE SHOPFRONT SHOPFRONT OFF-SITE STREET SPACES 0 N/A SITE ADDRESS 16529 CINEMATIC VIEW, MONUMENT, CO 80132 TOTAL PROJECT AREA 39,022 SQ. FT. OR 0.896 ACRES 50.28 19,621 SQ. FT. N/A 14,733 SQ. FT. 37.76 N LOT 4A, MONUMENT MARKETPLACE NORTH FILING NO. 1A, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 23, AND THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 11 SOUTH, RANGE 67 WEST OF THE 6TH P.M., IN THE TOWN OF MONUMENT, EL PASO COUNTY, COLORADO. LEGAL DESCRIPTION OWNERSHIP CERTIFICATION: KNOW ALL MEN BY THESE PRESENTS, THAT BEING THE OWNER(S), OF THE FOLLOWING DESCRIBED TRACT OF LAND: (LEGAL DESCRIPTION) THE UNDERSIGNED ARE ALL OF THE OWNERS OF CERTAIN LANDS KNOWN AS IN THE TOWN OF MONUMENT. OWNER(S) SIGNATURE(S) (NOTARIZED): STATE OF COLORADO) )ss: COUNTY OF EL PASO) SIGNED THIS DAY OF COUNTY NOTARY SIGNATURE MY COMMISSION EXPIRES TITLE CERTIFICATION: I, AN AUTHORIZED REPRESENTATIVE OF A TITLE INSURANCE COMPANY LICENSED TO DO BUSINESS IN THE STATE OF COLORADO, HAVE MADE AN EXAMINATION OF THE PUBLIC RECORDS AND STATE THAT ALL OWNERS, MORTGAGEES, AND LIENHOLDERS OF THE PROPERTY ARE LISTED IN THE CERTIFICATE OF OWNERSHIP AND LIENHOLDER SUBORDINATION CERTIFICATE. AUTHORIZED SIGNATURE (NOTARIZED SIGNATURE) STATE OF COLORADO) )ss: COUNTY OF EL PASO) SIGNED THIS DAY OF COUNTY NOTARY SIGNATURE MY COMMISSION EXPIRES TOWN CERTIFICATION: THE FINAL PUD FOR THE ZIGGI'S COFFEE PLANNED UNIT DEVELOPMENT IS APPROVED BY THE BOARD OF TRUSTEES OF THE TOWN OF MONUMENT, COLORADO, ON THIS DAY OF MAYOR DATE ATTEST: TOWN CLERK DATE SURVEYOR'S CERTIFICATION: I, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY AND LEGAL DESCRIPTION REPRESENTED BY THE ZIGGI'S COFFEE PUD WAS MADE UNDER MY SUPERVISION AND THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THIS PUD ACCURATELY REPRESENTS THAT SURVEY. PROFESSIONAL LAND SURVEYOR RECORDING STAMP TRIVIEW METROPOLITAN DISTRICT NOT FOR CONSTRUCTION BY: THESE PLANS HAVE BEEN REVIEWED ONLY FOR GENERAL CONFORMANCE WITH THE RULES, REGULATIONS, AND POLICIES OF THE TRIVIEW METROPOLITAN DISTRICT. APPROVAL OF THIS PLANNING DOCUMENT DOES NOT CONSTITUTE AS AN APPROVAL FOR ALTERATION, EXTENSION, OR CONNECTION TO ANY TRIVIEW METROPOLITAN DISTRICT WATER OR SEWER INFRASTRUCTURE. NOT TO SCALE 1 VICINITY MAP A0.0 PROJECT LOCATION NOT TO SCALE LOT 4A, MONUMENT MARKETPLACE NORTH FILING NO. 1A SITE PLAN NOTES: 1. PARKING STANDARDS AND SIGN STANDARDS ARE APPLIED IN ACCORDANCE WITH THE APPROVED AND RECORDED PRELIMINARY PD SITE PLAN TITLED "MONUMENT MARKETPLACE NORTH PRELIMINARY PD SITE PLAN" AND DATED 11.05.2020. AS ADVISED BY TOWN STAFF, THESE STANDARDS SUPERSEDE THOSE DEFINED IN THE TOWN OF MONUMENT CODE OF ORDINANCES. 2. 2-WAY BAY WIDTH AT PARKING AREAS ARE PROVIDED AT 60' MINIMUM. TABLE 5.4 OF SECTION 18.05.245 OF THE TOWN OF MONUMENT CODE OF ORDINANCES INDICATES 2-WAY BAY WIDTHS AS AN AGGREGATE OF 18' PARKING STALL AND A 24' 2-WAY AISLE WIDTH. STAFF HAS RECOGNIZED THE PROPOSED BAY WIDTH TO BE IN ACCORDANCE WITH THE AFOREMENTIONED CODE SECTION. ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 ARCHITECTURAL SITE PLAN A1.0 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 N 0 10' 20' 40' XX 1 2 3 4 5 6 7 8 9 10 11 14 15 16 17 18 19 20 12 13 22 23 21 24 25 26 27 28 29 30 31 32 33 34 VENDOR FURNISHED AND INSTALLED "DO NOT ENTER" SIGNAGE. COORDINATE ALL INSTALLATION REQUIREMENTS AND FINAL LOCATION FOR SIGNAGE WITH OWNER. LOCATION FOR NEW TRASH ENCLOSURE WITH PAINTED STEEL GATE. NEW ELECTRICAL TRANSFORMER WITH CONCRETE PAD. PAINT TO MATCH NEW BUILDING FIELD COLOR. COORDINATE AS REQUIRED WITH UTILITY PROVIDER. NEW ADA SIDEWALK CURB RAMP. SLOPE TO BE 1:12 MAX. NEW CONCRETE PATIO WITH SCORE JOINTS AT 10'-0" O.C. BOTH DIRECTIONS. TYP. NEW POLE LIGHT WITH CONCRETE BASE. PROVIDE EMPTY 1" Ø CONDUIT FROM BUILDING TO POLE LIGHT FOR OWNER FURNISHED FUTURE SECURITY CAMERA(S). PROVIDE JUNCTION BOX AT EACH END. COORDINATE FINAL LOCATION WITH OWNER. SEE DETAIL 1/A1.1. LIGHT FIXTURE TO BE MOUNTED AT A HEIGHT OF 15'-0". LOCATION FOR NEW BICYCLE RACK. PROVIDE DARK GREY PAINT. NEW STOP SIGN AND/OR PAINTED STOP BAR AS INDICATED. ALL SIGNAGE AND STRIPING TO MEET EXISTING CITY STANDARDS. LOCATION FOR NEW ILLUMINATED MENU BOARD AND ORDERING STATION CANOPY. CANOPY TO BE PLACED AT 9'-0" ABOVE FINISHED DRIVE AISLE BELOW. PROVIDE POWER FOR LIGHTING AND CONDUIT WITH PULL STRING FOR COMMUNICATIONS CONNECTIONS. SEE DETAIL. NEW ADA PARKING STALL. ALL SIGNAGE AND STRIPING TO MEET EXISTING CITY STANDARDS. APPROX. LOCATION FOR ALL ELECTRICAL DISTRIBUTION EQUIPMENT AND ALL ASSOCIATED SWITCHGEAR/ CT CABINET(S). PAINT TO MATCH ADJACENT WALL. NEW LANDSCAPING AS SCHEDULED. NEW CONCRETE PAVING PER CIVIL. NEW 6" DIA. CONCRETE FILLED STEEL BOLLARD TO BE PAINTED YELLOW. SEE DETAIL 6/A1.1. NEW ADA PARKING SIGN. VENDOR FURNISHED AND INSTALLED ENTER DIRECTORY SIGNAGE AT DRIVE-THRU LANE ENTRY. COORDINATE ALL INSTALLATION REQUIREMENTS AND FINAL LOCATION FOR SIGNAGE WITH OWNER. NEW ASPHALT PAVING PER CIVIL. TIE NEW PAVING INTO EXISTING ADJACENT PAVING AS APPLICABLE TAKING CARE TO MATCH FINISHED PAVING ELEVATION(S) FOR A CONTINUOUS SURFACE. NEW PAINTED TRAFFIC ARROWS AND/ OR NEW PAINTED LETTERS AS INDICATED. SEE DETAIL 4/A1.1. NEW OVERHEAD ALUMINUM CLEARANCE BAR W/ CONCRETE FOUNDATION. BOTTOM OF CLEARANCE BAR TO BE LOCATED AT 9'-0" ABOVE FINISHED DRIVE AISLE BELOW. SEE DETAIL 11/A1.1. NEW CONCRETE SIDEWALK WITH CONTROL JOINTS AT 5'-0" O.C. PER CIVIL. SEE PLAN FOR WIDTH. TIE INTO ADJACENT EXISTING SIDEWALK, IF APPLICABLE. KEYED NOTES APPROX. LOCATION FOR IRRIGATION CONTROLLER. NEW 1,000 GALLON GREASE INTERCEPTOR. SEE PLUMBING DRAWINGS. NEW WOOD PERGOLA STRUCTURE. EXISTING POLE BASE FOR OVERHEAD POWER LINES TO REMAIN. PLANTER BEDS FRAMED WITH POURED IN-PLACE CONCRETE WALL. SEE DETAIL 3/A1.2. APPROX. LOCATION FOR FUTURE MONUMENT SIGN BY OTHERS. G.C. TO COORDINATE WITH OWNER AND/OR OWNER'S SIGN VENDOR FOR ROUGH-IN OF ANY SUPPORTING INFRASTRUCTURE REQUIRED AT TIME OF INITIAL SITE DEVELOPMENT. LOCATION FOR NEW AIR COOLED CONDENSING UNIT. MAINTAIN ALL SERVICE CLEARANCE REQUIREMENTS. NEW BUMPER/WHEEL STOP AS INDICATED. LOADING AREA. SNOW STORAGE AREA AS INDICATED BY DOTTED FILL. PAINTED LETTERS AS INDICATED BY GENERAL CONTRACTOR. NEW PAINTED METAL RAIL AS INDICATED. SEE DETAIL FOR MORE INFORMATION. APPROX. LOCATION FOR IRRIGATION BACKFLOW PREVENTER. NEW PAINTED CROSSWALK STRIPING AS INDICATED. CL 9'-0" 6'-0" 6'-1" 8'-0" 24'-6" 18'-0" 18'-0" 9'-0" R 25'-0" R 20'-0" 98'-9" R 20'-0" R 8'-0" R 6'-0" 5'-0" 24'-0" 18'-0" 18'-0" 9'-0" 25'-0" 9'-0" 9'-0" 11'-0" OUT 14'-0" IN ENTER ENTER STOP 1 2 3 3 3 4 5 5 5 6 7 14 10 11 DO NOT ENTER 31 13 13 13 14 14 14 15 16 16 17 18 18 19 20 20 21 22 24 14 16 23 25 25 25 8 23 26 27 28 28 29 30 30 30 30 30 32 12 31 31 9 32 33 5 5 5 STOP 11 34 5 23 LOT 1 50 ' ELECTRIC EASEMENT REC. NO. 097054389 50' ELECTRIC EASEMENT REC. NO. 220000636 JACKSON CREEK PARKWAY (RECEPTION NO. 203270646) (120' R.O.W.) LOT 3 LOT 5A PUBLIC UTILITY EASEMENT 15' PUBLIC UTILITY EASEMENT LOT 3 VILLAGE AT JACKSON CREEK FIL. NO. 1 REC. NO. 216713728 10' UTILITY EASEMENT REC. NO. 22071909 40' ACCESS EASEMENT "CINEMATIC VIEW" PRIVATE ROAD 50' PUBLIC UTILITY EASEMENT 5' CENTURY LINK EASEMENT REC. NO. 22000526 20' PUBLIC UTILITY & DRAINAGE EASEMENT T 25' 25' Y Y Y 25' 25' 25' PROPOSED BUILDING: ZIGGI'S COFFEE SINGLE STORY +/-2,197 SF SCALE: 1" = 20' 1 ARCHITECTURAL SITE PLAN A1.0 1" = 20'-0" ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 SITE DETAILS A1.1 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 4'-0" 2'-0" 1'-0" 2'-0" 4'-0" 5'-0" 5'-0" 3'-0" R 1'-0" R COLOR: WHITE 5'-0" 3" 3'-0" CONCRETE FILLED 6" DIA. STEEL POST FINISH SURFACE 18" DIA. CONCRETE FOOTING OR BELOW LOCAL FROST DEPTH COLOR: DEPARTMENT OF TRANSPORTATION YELLOW ROUND OFF TOP OF CONCRETE FILL ABOVE POST. 1'-0" 2'-0" 1'-0 4" 1'-0" 1'-6" 8" 3" 5° 23° R=1'-8" R=2'-0" R=6" COLOR TO MATCH LOCAL JURISDICTION REQUIRMENTS CONFIRM DIMENSION, CONFIGURATION AND COLORS WITH LOCAL JURISDICTION AND ADA GUIDELINES. SYMBOL COLOR MUST CONTRAST WITH BACKGROUND COLOR CL 7'-0" MINIMUM 1'-6" 1'-6" 1'-0" 1'-0" 2" GALVANIZED PIPE CAP REFLECTIVE SIGN PANEL MIN. OF 16 GAUGE GALVANIZED STEEL WITH PORCELAIN ENAMEL FINISH. BLUE INTERNATIONAL SYMBOL ACCESSIBILITY SIGN WITH GREEN LETTERING ON WHITE BACKGROUND NO LESS THAN 1" HIGH AND GREEN ARROW(S) AS APPROPRIATE. BOLT SIGN TO GALVANIZED STEEL TUBE VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN MOUNTED BELOW THE TOW-AWAY ZONE SIGN 2"X2" GALVANIZED STEEL TUBE OPTIONAL PRESET SLEEVE FILLED SOLID W/ GROUT CONCRETE FOOTING AT POST RESERVED PARKING TOW-AWAY ZONE VAN ACCESSIBLE NOTES: 1. SIGNS SHALL CONFORM TO THE STANDARDS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 2. SIGNS SHALL BE SET DIRECTLY FACING THE LINE OF TRAVEL FOR THE VEHICLE ENTERING THE STALL (NOT < 45°). 3. SIGNS SHALL BE MOUNTED ON A STURDY POST AT THE HEIGHT SPECIFIED HEREIN. ROUND ALL CORNERS. TYPICAL. 2'-0" 1'-0" 2'-0" 5'-0" MIN. 2'-0" 11" 11" SEE DETAIL ABOVE 1-1/4"x1" DIAMETER HOLES 11" SQUARE STEEL BASE PLATE 1" THICK STEEL BASE PLATE ON A 1/4" STEEL LEVELING PLATE 3" DIA HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS METAL LIGHT POLE HAND HOLE 1"X36"X4" ANCHOR BOLTS W/ 3 1/2" MIN. BOLT PROJECTION RIGID FIBER FORM (SONOTUBE). EXTEND ABOVE FINISH GRADE TO MATCH HEIGHT OF EXISTING CONCRETE LIGHT POLE BASES & FORM FILL WITH CONCRETE GRADE #5 BARS W/ #3 TIES @ 12" - LOCATE ALTERNATE LOCATIONS FROM ANCHOR BOLTS 3/4" HEAVY WALL CONDUIT EXTEND TO BUILDING ELECTRICAL SERVICE NOTES: 1. FOUNDATION SHOWN IS A TYPICAL DESIGN. WIND LOADS OF MORE THAN 100 MPH AND UNSTABLE SOIL CONDITIONS MAY REQUIRE AN ALTERNATE DESIGN. 2. FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES MIN. 2'-0" FROM BACK OF CURB CL GROUND LUG #6 BARE CU COILED GROUND WIRE OR BELOW FROST DEPTH SIDEWALK DIMENSION PER PLAN 6"x 1.4 x 1.4 W.W.F. 4" SAND BASE. 4" THICK CONCRETE WALK. COMPACTED EARTH PER CIVIL AND STRUCTURAL. FINISH GRADE - SEE ALSO CIVIL AND LANDSCAPE 1/8" PER FT. MIN. MAX) CROSS SLOPE SIDEWALK DIMENSION PER PLAN SEE CIVIL 6"x 1.4 x 1.4 W.W.F. CONCRETE CURB AND GUTTER, SEE CIVIL. 1/2" ASPHALTIC FIBER BOARD EXPANSION JOINT. 4" SAND BASE. 4" THICK CONCRETE WALK. EXTERIOR LINE OF NEW BUILDING. 1/2" ASPHALTIC FIBER BOARD EXPANSION JOINT WITH BUILDING SEALANT. COMPACTED EARTH PER CIVIL AND STRUCTURAL. 1/8" PER FT. MIN. MAX) SLOPE 10" 18" 3'-0" 2'-0" 2'-6" 10" 2'-6" 3'-0" TO NEAREST WALL OR OBSTRUCTION TO NEAREST WALL OR OBSTRUCTION BASE PLATE CL CL CL CL INVERTED BIKE RACK:1 1/2" SCHEDULE 40 PIPE (48.26 mm O.D. x 3.683 mm WALL) BENT TO FORM ONLY THE BASE PLATE SHALL BE WELDED TO THE STEEL PIPE WITH 3mm VENT HOLES - ONE ON THE INSIDE OF EACH UPRIGHT WHERE THE PIPE IS WELDED TO THE BASE PLATE. AFTER FABRICATION, THE RACK SHALL BE COATED WITH A THERMOPLASTIC POWDER COATING 3 MILS MIN. PAINT "BLACK" MOUNT TO CONCRETE WITH 7 1/2" DIA. BASEPLATE 10 mm THICK STEEL WITH 11 mm DIA. MOUNTING HOLES ON EACH BASE PLATE, SPACED EQUIDISTANT BETWEEN THE UPRIGHT PIPE AND EDGE OF BASEPLATE. EXPANSION ANCHOR TO BE CARBON STEEL MUSHROOM HEAD, 10 mm x 76 mm "SPIKE" #5550 AS MANUFACTURED BY RAWL OR APPROVED EQUAL MADE FROM GRADE 8.2 MATERIALS EXHIBITING EQUIVALENT THEFT-PROOF PERFORMANCE. MAX TOLERANCE 1/4" FROM PLUMB. ANY DEPARTURE OF BASE PLATE FROM GRADE BY MORE THAN 3/8" SHALL REQUIRE SEPARATION TO BE FILLED WITH HIGH-STRENGTH EPOXY NON-SHRINKING GROUT AND MADE LEVEL. INVERTED U BIKE RACK INVERTED U BIKE RACK BASE PLATE FRONT / SIDE ELEVATIONS FRONT / SIDE VIEW MIN. MIN. 1'-0" TYP. 4'-0" TYPICAL 8" 10" 8'-0" 5'-6" 2'-6" 1'-0" 8" 1'-2" DRIVE-THRU MENU BOARD. PROVIDE POWER AND COMMUNICATIONS CONDUIT WTH PULL STRING. COORDINATE ALL NECESSARY COMMUNICATIONS ROUTING WITH OWNER. DRIVE-THRU ORDER STATION MOUNTED TO CANOPY COVER POST. PROVIDE POWER AND COMMUNICATIONS CONDUIT WTH PULL STRING. COORDINATE ALL NECESSARY COMMUNICATIONS ROUTING WITH OWNER. CONCRETE CURB AS SCHEDULED. SEE CIVIL. CONCRETE FILLED BOLLARD. VEHICLE DETECTION LOOP/ SENSOR. COORDINATE FINAL LOCATION FOR SENSOR AS REQUIRED. STEEL POST SUPPORT FOR OPTIONAL OVERHEAD CANOPY COVER. SPEAKER, CAMERA AND ORDER STATION TO BE MOUNTED TO POST. G.C. TO PROVIDE FOUNDATION AS REQUIRED. CL CL CL CL CL LANDSCAPING CL CL 9'-0" 5'-9" 3" CLR. 7'-4" SINGLE 8" 8" 13'-5" DOUBLE FINISHED GRADE AT EITHER CURB HEIGHT OR DRIVE AISLE HEIGHT AS APPLICABLE #4 REBAR X 4'-3" LG. EQUALLY SPACED ON 18" CIRCLE W/ #3 TIES: TOP IN 1ST ON 6" CENTERS, ON 15" CENTERS METAL POLE ALUMINUM ARM WITH BREAK-AWAY ACTION/FUNCTION AT SINGLE CLEARANCE BAR. 3/4" AST F-1554 GR. 36 ANCHOR BOLTS METAL POLE ⌀7/8" RADIAL SLOTS FOR ANCHOR BOLTS #4 REBAR X 4'-3" LG. EQUALLY SPACED ON 18" CIRCLE W/ #3 TIES: TOP IN 1ST ON 6" CENTERS, ON 15" CENTERS CONCRETE SECOND ALUMINUM ARM WITH BREAK-AWAY ACTION/FUNCTION AT DOUBLE CLEARANCE BAR AS INDICATED BY DASHED LINES. CONCRETE DEPTH NOTES: 1. SEE SITE PLAN AND EQUIPMENT SCHEDULE TO COORDINATE IF SINGLE OR DOUBLE CLEARANCE BAR(S) ARE TO BE USED. 2. SEE SITE PLAN TO COORDINATE IF CURB MOUNTED OR DRIVE AISLE MOUNTED CLEARANCE BAR(S) ARE TO BE USED. 3. ENSURE CLEARANCE BAR(S) ARE MOUNTED WITH CLEARANCE ARM BREAK-AWAY ACTION/ FUNCTION IN THE DIRECTION OF VEHICLE MOVEMENT. SCALE: 1/2" = 1'-0" 4 TRAFFIC CONTROL DETAILS A1.1 SCALE: 1/2" = 1'-0" 6 BOLLARD DETAIL A1.1 SCALE: 1/2" = 1'-0" 8 ADA SYMBOL DETAIL A1.1 SCALE: 1/2" = 1'-0" 5 ADA PARKING POLE SIGN A1.1 SCALE: 1/2" = 1'-0" 1 LIGHT POLE DETAIL A1.1 SCALE: 1/2" = 1'-0" 2 SIDEWALK SECTION A1.1 SCALE: 1/2" = 1'-0" 3 SIDEWALK SECTION A1.1 SCALE: 1/4" = 1'-0" 7 BICYCLE RACK A1.1 SCALE: 1/2" = 1'-0" 10 ORDER STATION A1.1 SCALE: 1/2" = 1'-0" 11 CLEARANCE BAR A1.1 VARIES–SEE PLAN FIELD VERIFY AND CONFIRM LAY-OUT CONFIGURATION OF ALL ORDER STATION COMPONENTS ON SITE WITH OWNER PRIOR TO ROUGH-IN. ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 SITE DETAILS A1.2 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 19” 74.371” 55.371” 96.19” DTX-590 DTX-590A 10" 1" 8" 1" 4" 1'-0" 1'-0" CONCRETE PLANTER BED WALL. CHAMFERED EDGES. GRAVEL BASE. EXTERIOR PATIO SLAB. LANDSCAPE BED AS SCHEDULED. MOISTURE-RESISTANT MEMBRANE. 4'-0" 12" 5" 3" 9" 8'-0" 3'-4.5" 1'-0" 3" 3" 1" 1" ALUMINUM BASE PAINTED GREY ALUMINUM REVEAL PAINTED BLUE WITH LED DOWN LIGHTING FRONT/BACK LIT PAN CHANNEL MONOGRAM/LOGO ROUTED COPY BACKED WITH WHITE ACRYLIC ALUMINUM CABINET WITH ALUMINUM FACES PAINTED BLACK 4" 4.5" O.D. MOUNTING PIPE THROUGH CABINET 24"x 4'-0" CONCRETE CIASSON FOOTING 3'-4.5" PMS 4625C Black White PMS 7509C PMS 7458C 32.00 SQ FT D/F MONUMENT DISPLAY SCALE 1/2"= 1'-0" GN H 3'-0" 2" 4" 2'-2" 4" 3" 4" 2'-2" 4" 2" 6" 3'-0" 6" NOTES: 1. ALL METAL JOINTS TO BE WELDED AND GROUND SMOOTH. 2. RAILING TO BE PREFINISHED, COLOR: BLACK. 3. VERTICAL POSTS TO BE SPACED 5'-0" O.C., TYP. FENCE POST SLEEVE. 1 1/2" SQUARE VERTICAL POST SET INTO METAL SLEEVE. EMBED 6" INTO CONCRETE. SOLID GROUT IN PLACE. 1/2" x 1/2" SQUARE VERTICAL RAILS AT 4 1/2" O.C., TYP. 1/2" x 1/2" SQUARE HORIZONTAL RAILS TOP AND BOTTOM OF VERTICAL RAILS. 3" x 2" HORIZONTAL TOP RAIL TOP. CENTER TOP RAIL OVER VERTICAL POSTS BELOW. NOT TO SCALE 1 MENU BOARD FOUNDATION DETAILS A1.2 SCALE: 1 1/2"= 1'-0" 3 PLANTER BED WALL DETAIL A1.2 NOT TO SCALE 2 MONUMENT SIGN DETAILS A1.2 SCALE: 1" = 1'-0" 4 FENCE DETAILS A1.2 NOT TO SCALE G.C. TO PROVIDE FOUNDATION DESIGN AS REQUIRED TO MEET ALL REQUIREMENTS OF LOCAL JURISDICTION HAVING AUTHORITY. G.C. TO PROVIDE FOUNDATION DESIGN AS REQUIRED TO MEET ALL REQUIREMENTS OF LOCAL JURISDICTION HAVING AUTHORITY. NOTE: SIGN STANDARDS ARE APPLIED IN ACCORDANCE WITH THE APPROVED AND RECORDED PRELIMINARY PD SITE PLAN TITLED "MONUMENT MARKETPLACE NORTH PRELIMINARY PD SITE PLAN" AND DATED 11.05.2020. AS ADVISED BY TOWN STAFF, THESE STANDARDS SUPERSEDE THOSE DEFINED IN THE TOWN OF MONUMENT CODE OF ORDINANCES, THEREFORE THE PROPOSED ORDER BOARD (DEFINED IN THE CODE OF ORDINANCES AS "DISPLAY SIGN") IS EXEMPT FROM THE MAXIMUM SIGN AREA LIMITATION IMPOSED BY SAID CODE, AND SUBJECT TO ALL LIMITATIONS IMPOSED BY THE GOVERNING PD SITE PLAN. DTX-590A ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 TRASH ENCLOSURE DETAILS A2.0 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 7 A2.0 4" 12" 4'-8" 6'-0" SLOPE TO MATCH PARKING LOT - SEE CIVIL CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE WALL CAP TO MATCH BUILDING STONE VENEER SILL. 16x8x8 CMU BLOCK WALL WITH SPLIT FACE FINISH AT ALL EXTERIOR SIDES OF ENCLOSURE. PAINT CMU BLOCK TO MATCH BUILDING E.I.F.S. FINISH. TYP. CONCRETE FILLED STEEL BOLLARD, TYPICAL. PAINT TO MATCH WALL. 6" CONC. SLAB ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. 12" 4" 4'-8" 6'-0" 2'-8" 16" 16" 16" 10'-8" 18 GA. METAL GATE (SOLID BOX RIB). COLOR: T.B.D. WALL CAP TO MATCH BUILDING STONE VENEER SILL. 3" STEEL ANGLE FRAMING. 3 HEAVY DUTY HINGES (MIN.) 5" SQUARE STEEL POST. TYPICAL BOTH SIDES OF GATE. CANE BOLTS AT GRADE. LINE OF 6" CONC. SLAB ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. 1/2" DIA. THREADED ANCHORS @ 16" O.C. VERTICAL. 16x8x8 CMU BLOCK WALL W/ PAINTED SPLIT FACE FINISH. TYP. 10'-8" (SIDE) 17'-4" (BACK-SIM.) 4" 12" 4'-8" 6'-0" CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE 16x8x8 CMU BLOCK WALL WITH SPLIT FACE FINISH AT ALL EXTERIOR SIDES OF ENCLOSURE. PAINT CMU BLOCK AT BOTH INTERIOR AND EXTERIOR OF TRASH ENCLOSURE TO MATCH BUILDING E.I.F.S. FINISH. TYP. LINE OF 6" CONC. SLAB ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. PRECAST CONCRETE WALL CAP PAINTED TO MATCH BUILDING. TYP. CONCRETE FILLED STEEL BOLLARD, TYPICAL. PAINT TO MATCH WALLS. 6 A2.0 7 A2.0 5 A2.0 5 A2.0 3 A2.0 2 A2.0 2 A2.0 4 A2.0 2'-8" 16" 16" 10'-8" 16" 4'-0" 13'-4" 2'-4" 8'-4" 8" 3'-8" 11" 8" 3'-4" 6'-1" 2'-0" 17'-4" 8" 1'-7" 8" 7'-9" 10'-8" 7" 4'-0" 6" CONC. SLAB AT ENCLOSURE ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. PROVIDE CONTROL JOINTS AT 5'-0" O.C. LOCATION FOR NEW 3 YARD DUMPSTERS CL CL CL CL CONCRETE FILLED STEEL BOLLARD, TYPICAL. PAINT TO MATCH WALLS. CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE 16x8x8 CMU BLOCK WALL WITH SPLIT FACE FINISH AT EXT. SIDES OF ENCLOSURE. PAINT CMU BLOCK TO MATCH BUILDING E.I.F.S. FINISH. TYP. PROVIDE 1" DIA. 6" LONG GALV. PIPE EMBEDDED IN CONCRETE FOR CANE BOLTS LOCATION FOR NEW DUMPSTERS 42"X72" 5" SQUARE STEEL POST. TYPICAL BOTH SIDES OF GATE. 18 GA. METAL GATE (BOX RIB). COLOR: T.B.D. 5"x 5"x 1/4" TUBE STEEL W/ 5"x 5"x 1/4" CAP PLATE EMBEDDED 12" INTO FOOTING. FILL STEEL WITH CONCRETE. 3"x 4"x 1/4" METAL ANGLE FRAME, 4 SIDES OF GATE. 1 1/2"x1 1/2"x3/16" METAL ANGLE DIAGONAL BRACE. 1/2" DIA. x 8" BARREL BOLT LOCK. 1/2" DIA. x 12" CANE BOLT (AT GRADE) 1" x 18 GAGE METAL DECK. PAINT AS SCHEDULED. McKINNEY T4B3781 HINGES WELDED TO GATE AND POST. LOCATE PER ELEVATION(S). 16"x8"x8" CMU WALL AS SCHEDULED. SOLID GROUT CELLS. #5 VERTICAL BAR @ 32" O.C. AND #5 HORIZONTAL BARS AT TOP AND MID HEIGHT. 3/8"x16"x 2" @ 16" O.C. BOLT TO TUBE STEEL WITH ACORN NUT ON OUTSIDE 1 1/2" VENEER STONE AS SCHEDULED 12" 4'-8" 4" 6'-0" 2'-6" SHALLOW DEPTH CONCRETE FOOTING TO EXTEND 1'-0" ABOVE GRADE FOR INTEGRAL CURB INSIDE TRASH ENCLOSURE PRECAST CONCRETE WALL CAP TO BE PAINTED LINE OF 6" CONC. SLAB ON 6" GRAVEL BASE. MEDIUM BROOM FINISH. SLOPE FOR POSITIVE DRAINAGE PER CIVIL. REINFORCE WITH W1.4xW1.4 W.W.F. 16x8x8 CMU BLOCK WALL WITH SPLIT FACE FINISH AT ALL EXTERIOR SIDES OF ENCLOSURE. PAINT CMU BLOCK AT BOTH INTERIOR AND EXTERIOR OF TRASH ENCLOSURE TO MATCH BUILDING E.I.F.S. FINISH. TYP. 8" 1'-2" 8" 2'-6" 1'-0" 1'-0" 3'-0" MIN. WALL CAP TO MATCH BUILDING STONE VENEER SILL. #5X6'-0" MASONRY DOWELS TO MATCH WALL REINF. (PROJECT CONCRETE FOOTING WITH REINFORCING PER STRUCTURAL. CONCRETE WALL REINF. WITH REINFORCING PER STRUCTURAL. CONCRETE SLAB ON GRADE WITH REINFORCING PER STRUCTURAL. 1/2" EXPANSION JOINT MATERIAL, TYP. MASONRY WALL REINF. WITH #5 VERT. AT 24" O.C. IN SOLID GROUTED CELLS. HORIZONTAL JOINT LADDER REINF. AT 16" O.C. PROVIDE PREFAB ASSEMBLIES FOR CORNERS. SOLID GROUTED BOND BEAM WITH 2#5XCONT. SCALE: 1/4" = 1'-0" 5 TRASH ENCLOSURE-SECT. A2.0 SCALE: 1/4" = 1'-0" 3 TRASH ENCLOSURE-ELEV. A2.0 SCALE: 1/4" = 1'-0" 2 TRASH ENCLOSURE-ELEV. A2.0 SCALE: 1/4" = 1'-0" 1 TRASH ENCLOSURE-PLAN A2.0 SCALE: 1" = 1'-0" 6 ENCLOSURE JAMB A2.0 SCALE: 1/4" = 1'-0" 4 TRASH ENCLOSURE-ELEV. A2.0 SCALE: 1/2" = 1'-0" 7 TRASH ENCLOSURE WALL A2.0 ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 EXTERIOR ELEVATIONS A3.0 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 EXTERIOR ELEVATION MATERIALS LEGEND EXTERIOR MATERIALS KEYNOTE MATERIAL MANUFACTURER PRODUCT NAME COLOR NAME DESCRIPTION EF-1 ST-1 EXTERIOR INSULATION FINISHING SYSTEM (EIFS) DRYVIT CANVAS LIGHT TAN STONE ELDORADO STONE MOUNTAIN LEDGE BUCKSKIN TANS & GREYS - MT-1 STANDING SEAM METAL - PAC-CLAD COPPER PENNY COPPER WD-1 RECLAIMED BARN WOOD LOST COAST REDWOOD PANELING TERRAMAI WEATHERED BROWN EF-2 EXTERIOR INSULATION FINISHING SYSTEM (EIFS) DRYVIT DARK CLOVE DARK BROWN - WD-2 DIMENSIONAL LUMBER - - MEADOWLARK BROWN MT-2 METAL (SERVICE DOOR, UTILITY BOXES) - - LIGHT TAN CANVAS MT-3 - - CORRUGATED METAL - GALVANIZED 0'-0" T.O. SLAB 4'-0" T.O. WAINSCOT 18'-6" T.O. ROOF 21'-0" T.O. ROOF R 6" TYP. MT-1 EF-1 WD-1 MT-3 ST-1 WD-2 MT-1 MT-3 6 12 0'-0" T.O. SLAB 4'-0" T.O. WAINSCOT 20'-6" T.O. TOWER MT-3 EF-1 WD-2 MT-1 4 12 4 12 SCALE: 1/4" = 1'-0" 1 WEST ELEVATION A3.0 SCALE: 1/4" = 1'-0" 2 SOUTH ELEVATION A3.0 1/4"=1'-0" ALL SIGNAGE SHOWN IS TO BE SUBMITTED AND APPROVED UNDER A SEPARATE SIGNAGE PERMIT. ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 EXTERIOR ELEVATIONS A3.1 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 0'-0" T.O. SLAB 4'-0" T.O. WAINSCOT 21'-0" T.O. ROOF 12'-8" T.O. CANOPY COLUMN 8'-0" B.O. FIXTURE (TYP.) MT-1 ST-1 MT-3 MT-2 EF-1 4 12 4 12 4 12 0'-0" T.O. SLAB 4'-0" T.O. WAINSCOT 20'-6" T.O. TOWER MT-1 EF-2 MT-3 WD-2 ST-1 MT-2 WD-1 EF-1 MT-3 6 12 EXTERIOR ELEVATION MATERIALS LEGEND EXTERIOR MATERIALS KEYNOTE MATERIAL MANUFACTURER PRODUCT NAME COLOR NAME DESCRIPTION EF-1 ST-1 EXTERIOR INSULATION FINISHING SYSTEM (EIFS) DRYVIT CANVAS LIGHT TAN STONE ELDORADO STONE MOUNTAIN LEDGE BUCKSKIN TANS & GREYS - MT-1 STANDING SEAM METAL - PAC-CLAD COPPER PENNY COPPER WD-1 RECLAIMED BARN WOOD LOST COAST REDWOOD PANELING TERRAMAI WEATHERED BROWN EF-2 EXTERIOR INSULATION FINISHING SYSTEM (EIFS) DRYVIT DARK CLOVE DARK BROWN - WD-2 DIMENSIONAL LUMBER - - MEADOWLARK BROWN MT-2 METAL (SERVICE DOOR, UTILITY BOXES) - - LIGHT TAN CANVAS MT-3 - - CORRUGATED METAL - GALVANIZED SCALE: 1/4" = 1'-0" 2 NORTH ELEVATION A3.1 SCALE: 1/4" = 1'-0" 1 EAST ELEVATION A3.1 1/4"=1'-0" ALL SIGNAGE SHOWN IS TO BE SUBMITTED AND APPROVED UNDER A SEPARATE SIGNAGE PERMIT. ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 PHOTOMETRIC PLAN AND FIXTURES A4.0 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 Submitted by The MH Companies Job Name: Village At Jackson Creek - New Development - Site Lighting Architect: No Architect Controls: Chavez Tiffany and Ayers (Colorado Catalog Number: VPR2-R-VLED-IV-100LED-525MA- NW-480-PTB23-RAL-7004-S Notes: Type: AA MHCS23-231485 S P E C I F I C A T I O N S 660 West Avenue O, Palmdale, CA 93551 Phone (661) 233-2000 Fax (661) 233-2001 www.usaltg.com VIPER-R SERIES - LED AMBER 2 PHOSPHOR CONVERTED AMBER PCA TRUE AMBER 3 TRA VOLTAGE NOTES: 1 - NOT AVAILABLE IN 700mA 2 - NARROW BAND AMBERS HAVE NO DEFINABLE CCT EQUIVALENT 3 - AVAILABLE IN 350mA & 525mA DRIVE CURRENTS ONLY VPR1-R E.P.A.= 1.25 Available in: 100, 80, 64 & 48 LED Module MODULES ® 100 LED Module O R D E R I N G I N F O R M A T I O N VPR1-R (slipfitter w/ rings) VPR2-R (smooth slipfitter) FINISH MODEL OPTIONS MODEL FINISH OPTIONS DARK BRONZE RAL-8019-T GREEN RAL-6005-T WHITE RAL-9003-T GREY RAL-7004-T BLACK RAL-9005-T STANDARD TEXTURED FINISH FOR SMOOTH FINISH REPLACE SUFFIX WITH SUFFIX (EXAMPLE: RAL-9500) SEE USALTG.COM FOR ADDITIONAL COLORS OPTICS OPTICS LED MODE MOUNTING IES DISTRIBUTION TYPE ARM MOUNT LED MODE MOUNTING No. LEDs OTHER LED COLORS AVAILABLE CONSULT FACTORY COLOR NW (4000K)* *STANDARD CW (5000K) WW (3000K) 120 208 240 277 347 480 100LED 1 48LED 64LED 80LED 1 ® MOUNTING STYLE WALL MOUNT EXTRUDED ALUMINUM ARM AND CAST ALUMINUM WALL BRACKET ASSEMBLY PROVIDED WITH BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. .50" DIA. (13mm) HOLES 5.5" (140mm) 5.5" (140mm) 7" SQ. (178mm) WALL PLATE 18" (457mm) TYPE II VLED-II . . . . . TYPE III VLED-III . . . . . TYPE IV VLED-IV . . . . . . TYPE VSQ VLED-VSQ . . . DRIVE CURRENT 525mA 350mA 700mA TWIST LOCK RECEPTACLE ONLY . . .TPR SINGLE FUSE (120V. , 277V) . . . . . .SF DOUBLE FUSE (208V. , 240V) . . . . . .DF PHOTO CELL + VOLTAGE (EXAMPLE: PC120V) . .PC+V HOUSE SIDE SHIELDED REFLECTOR PRISMS . . HS-VLED 7-PIN TWIST LOCK RECEPTACLE ONLY . . TPR7 REMOTE MOTION SENSOR CONFIGURATOR . . . . MS-FC10 STEP DIM MOTION SENSOR (PROGRAMMED 50/100) . . . . . . . . . . . . . . . . . . MS-F211 HIGH-LOW DIMMING FOR HARDWIRED SWITCHING OR NONINTEGRATED MOTION SENSOR . . . . . . . . . . . HLSW PTB PTB27-TO FIT OVER 2 7/8"O.D. TENON. PTB23-TO FIT OVER 2 3/8" O.D. TENON. WALL MOUNT WM . . . . . . . . . PTB23 (TO FIT 2 3/8" O.D.) PTB27 (TO FIT 2 7/8" O.D.) 1 . . . . . . . . . . . . . VPR2-R E.P.A.= 1.25 Available in: 100, 80, 64 & 48 LED Module 39.5" (1003mm) 32.5" (826mm) U.S. Architectural Lighting S Index Page 2/3 Submitted On: Apr 26, 2023 Submitted by The MH Companies Job Name: Village At Jackson Creek - New Development - Site Lighting Architect: No Architect Controls: Chavez Tiffany and Ayers (Colorado Catalog Number: VPR2-R-VLED-IV-100LED-525MA- NW-480-PTB23-RAL-7004-S Notes: Type: AA MHCS23-231485 660 West Avenue O, Palmdale, CA 93551 Phone (661) 233-2000 Fax (661) 233-2001 www.usaltg.com PROJECT NAME: FIXTURE TYPE: 2018319 HOUSING Heavy spun aluminum housing with four cast, low copper aluminum (A356 alloy,<0.2% copper) arms welded to a central mounting hub. Mounting hub fits 2 7/8" ø x 3" tenon and is secured to a pole tenon by 8 stainless steel hex socket recessed cap screws. Optical compartment is accessed through the hinged top. Minimum wall thickness is .188". All exposed hardware is stainless steel. Internal protected hardware is electro-zinc plated. OPTICAL MODULE Low copper A356 alloy copper) cast aluminum housing. Integrated clear tempered glass lens sealed with a continuous silicone gasket protects emitters (LED's) and emitter Reflector-Prism optics, and seals the module from water intrusion and environmental contaminants. Module is sealed to meet an IP67 rating. Each emitter is optically controlled by a Reflector-Prism injection molded from H12 acrylic (3 types per module; one from 0° - 50°; one from 50° - 65°; one from 65° - 72°). Each Reflector-Prism has indexing pins for aiming and is secured to an optical plate made of matte black anodized aluminum. The optical plate locates every Reflector-Prism over an emitter. Reflector-Prisms are secured to the optical plate with a UV curing adhesive. The Reflector-Prisms are arrayed to produce IES Type II, III, IV, and V-SQ distributions. The entire Optical Module is field rotatable in 90° increments. Both module and drivers are factory wired using water resistant, insulated cord. Lens, module and drivers are field replaceable. LED DRIVER Drivers are UL and cUL recognized mounted on a single plate and factory prewired with quick-disconnect plugs. Constant current driver is electronic and has a power factor of >0.90 and a minimum operating temperature of -40°F. Drivers accept an input of 120-277V, 50/60Hz or 347-480V, 50/60Hz. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) AMBER LED’s PCA (Phosphor Converted Amber) LED’s utilize phosphors to create color output similar to LPS lamps and have a slight output in the blue spectral bandwidth. TRA (True Amber) LED’s utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. LED EMITTERS High output LED's are utilized with drive currents ranging from 350mA to 1050mA. 70CRI Minimum. LED’s are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140° F. Four step iron phosphate pretreatment for protection and paint adhesion. 400°F bake for maximum hardness and durability. Texture finish is standard. S P E C I F I C A T I O N S VPR1-R PATENT PENDING (SLIPFITTER W/ RINGS) (SMOOTH SLIPFITTER) 24" 102mm 28" DIA. 711mm VPR2-R PATENT PENDING 24" 102mm 28" DIA. 711mm ® SOLID STATE AREA LIGHTING VIPER-R SERIES-LED U.S. Architectural Lighting C US LISTED Index Page 1/3 Submitted On: Apr 26, 2023 NICOR, Inc. 2200 Midtown Place NE, Albuquerque, NM 87107 P: [PHONE REDACTED] F: [PHONE REDACTED] www.nicorlighting.com August 17, 2018 1:33 PM Dorado Fan Page 1 Dorado Fan Square LED Wall Mount Cylinder with Up/Down Fan Distribution Product Description The Dorado Fan Square LED Wall Mount Cylinder features an attractive, contemporary design while maximizing lumen output. Ideal for porches, walls, columns, office spaces, restaurants, clubs, walkways and other residential or commercial applications where ambient illumination is desired, the Dorado Fan uses convex lenses to create asymmetric up/down fan light distribution. The fixture features a detachable mounting plate for easy mounting to J-Boxes and has a knockout for through-wiring. Construction • Die-cast aluminum housing • Detachable mounting plate • Easy to use mounting bracket allows for quick mounting to J-Boxes • ½” knockout for conduit wiring Optical System • Tempered glass, convex lenses create an asymmetric up/down fan distribution while maximizing lumen output • Utilizes advanced LED technology with CCT of 3000K, 4000K, and 5000K • CRI 80+ Electrical • Thermally-protected, high-efficiency driver • Operating temperature rating of to 104°F (-20°C to 40°C) • Input voltage of 120-277VAC • Available in 36 watt Finish • Fine-textured, bronze or white UV-stabilized powder coat finish Mounting and installation • Easy installation on a recessed junction box • Fixture mounts directly to J-Boxes with screws • For installations where power surge may be possible, NICOR recommends installing additional surge protection at the electrical distribution panel Listings • LM-79, LM-80 testing performed in accordance with IESNA standards • UL and CUL Listed for wet locations • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • TM-21 Reported L70(10k) life >60,000 hours • TM-21 Projected L70(10k) life =100,000 hours Warranty • 3-year limited system warranty standard • Warranty does not cover product failure due to an overvoltage event (power surge) 3 YEAR WARRANTY WET LOCATION RATED Type Date Catalog Project 4.75 in (120 mm) 10.75 in (272 mm) 6.75 in (170 mm) N INSTALLATION DETAIL Thumb Screw provided Bolts by others Wall Plate J-Box Set Screw Wall Plate Catch Fixture Assembly PLED TM MODULES PAC-WM Max Weight = 25 lbs 20 LED Max EPA & WEIGHT ORDERING INFORMATION PAC-WM Dark Bronze RAL-8019-T Green RAL-6005-T White RAL-9003-T Grey RAL-7004-T Black RAL-9005-T # of LEDs 20LED Color Temp - CCT Drive Current Luminaire Luminaire Optics LED Voltage Finish Options Optics LED Mode Voltage Finish Options Spec/Order Example: PAC-WM/AL-ASY-HS/20LED-525mA/30K/240/RAL-8019-S/TPR7 TM Type III Median Illuminator PLED-II-MIL Type II PLED-II Type II Front Row PLED-II-FR Type III Med. PLED-III Type III Wide PLED-III-W Type IV PLED-IV-FT Type IV PLED-IV Type V Med. PLED-V-SQ-M Type V Wide PLED-V-SQ-W AL-ASY AL-ASY-HS AL-SYM Type V Narrow PLED-VSQ-N Standard Textured Finish 875mA 700mA 525mA 350mA Photo Cell + Voltage (Example: PC120V) Double Fuse (208V, 240V) Single Fuse (120V, 277V) Internal House Side Shield inc. LED Count (Example: HS-PLED/48) Twist Lock Receptacle Only High-Low Dimming for Switch by Others/Select Levels 50/100 or 25/100 (Example: HLSW/25) 7-Pin Twist Lock Receptacle Only Blue-Tooth Programmable Photo/Motion Sensor (Factory - Motion 50/100; Photo 75fc) PC+V SF DF HS-PLED TPR HLSW TPR7 MS-F311 Consult Factory for Other LED Color, CCT, & CRI Options TRA True Amber* 27K (2700K) 30K (3000K) 40K (4000K) 50K (5000K) *TRA Available only in 350mA and 525mA Drive Currents Consult Factory for Other Drive Currents Ambience™ Lens Distribution Type 347 480 UNV (120-277) For smooth finish replace suffix with suffix (Example: RAL-9500-S) Consult factor for custom colors Patina Copper PC Rust Premium Finishes 20 LED Module Emergency Battery Backup EM 660 West Avenue O, Palmdale, CA 93551 Phone (661) 233-2000 www.usaltg.com U.S. Pole Company Inc. 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ALL EXTERIOR FIXTURES WILL BE ON THE SAME SYSTEM DUE TO SMALL SITE SIZE, PARKING LOT LIGHTING IS ALSO CRITICAL TO SITE SECURITY. MOUNTING HEIGHTS FOR ALL POLE LIGHT FIXTURES WILL BE AT 15'-0" AS REQUIRED BY THE PD. ---PAGE BREAK--- 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number DO NOT SCALE THE DRAWINGS, Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes NKB JANUARY 09, 2023 FLOOR PLAN A5.0 ZIGGI'S COFFEE 16529 CINEMATIC VIEW MONUMENT, CO 80132 PLANNING SUB. 11.16.23 PLANNING SUB. 03.01.24 PLANNING SUB. 05.20.24 N 0 2' 4' 8' OFFICE/ WARE WASHING BARISTA STORAGE CAFE PERGOLA /PATIO CAFE STOR. RESTROOM RESTROOM FREEZER FREEZER REFRIG. REFRIG. SCALE: 1/4" = 1'-0" 1 FLOOR PLAN A5.0 BUILDING USE AREAS: CAFE: 1,211 SF BARISTA LINE: 385 SF BACK OF HOUSE: 480 SF TOTAL: 2,076 SF 1/4"=1'-0" ---PAGE BREAK--- LP LP LP LP LOT 1 JACKSON CREEK PARKWAY (RECEPTION NO. 203270646) (120' R.O.W.) SEC. 23 SEC. 26 N89°08'44"E 197.75' N89°08'44"E 196.42' LOT 3 S00°28'12"E 198.00' LOT 5A LOT 3 VILLAGE AT JACKSON CREEK FIL. NO. 1 REC. NO. 216713728 BASIS OF BEARINGS N00°51'16"E 198.00' N 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com DO NOT SCALE THE DRAWINGS, Notes MAH Architectural Group Issues: Scale Date Drawn Drawn By Description Sheet Number SMS October 26, 2023 GRADING PLAN C-1 1ST SUBMITTAL 10.26.23 ZIGGI'S COFFEE MONUMENT MAKETPLACE MONUMENT, CO 80132 Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. As Shown 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 2ND SUBMITTAL 11.7.23 3RD SUBMITTAL 2.28.24 4TH SUBMITTAL 5.15.24 5TH SUBMITTAL 6.26.24 ---PAGE BREAK--- LP LP LP LP LOT 1 JACKSON CREEK PARKWAY (RECEPTION NO. 203270646) (120' R.O.W.) SEC. 23 SEC. 26 N89°08'44"E 197.75' N89°08'44"E 196.42' LOT 3 S00°28'12"E 198.00' LOT 5A LOT 3 VILLAGE AT JACKSON CREEK FIL. NO. 1 REC. NO. 216713728 BASIS OF BEARINGS N00°51'16"E 198.00' N 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com DO NOT SCALE THE DRAWINGS, Notes MAH Architectural Group Issues: Scale Date Drawn Drawn By Description Sheet Number SMS October 26, 2023 UTILITY PLAN C-2 1ST SUBMITTAL 10.26.23 ZIGGI'S COFFEE MONUMENT MAKETPLACE MONUMENT, CO 80132 Request verification of dimensions from the Architect as required. The General Contractor shall check and verify all levels, datums and dimensions and shall report any and all errors and omissions to the Architect immediately. This drawing is to be read in conjunction with structural,mechanical, electrical and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. 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