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SHEET INDEX GRADING, EROSION CONTROL AND SITE CONSTRUCTION PLANS NOTICE TO CONTRACTOR: ZIGGI'S COFFEE · BENCHMARK: GENERAL CONSTRUCTION NOTES: TRIVIEW METROPOLITAN DISTRICT WATER AND SANITARY SEWER PLAN DEVELOPER'S / OWNER'S STATEMENT TOWN OF MONUMNENT ACCEPTANCE VICINITY MAP N SITE ENGINEER'S STATEMENT GENERAL CONSTRUCTION NOTES (CONTINUED): 6-26-2024 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions ---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' A A A A B A A C C D B D CROSS SECTION 'A-A' NTS CROSS SECTION 'C-C' NTS CROSS SECTION 'D-D' NTS CROSS SECTION 'B-B' NTS N LEGEND: 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 PED. RAMP MODIFICATION NOTE ---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' VTC CWA TEMPORARY STOCKPILE LOCATION TS DUMPSTER TRAILER PT MATERIAL STORAGE AREA SCL CF LOC LOC LOC LOC STABALIZED STAGING AREA SSA IP IP SCL SCL SCL SCL SCL CF CF CF CF GATED CONSTRUCTION ENTRANCE SCL SCL SCL SCL LOC LOC SCL LOC N EROSION CONTROL AND STORMWATER QUALITY CONTROL NOTES: EROSION AND STORMWATER QUALITY CONTROL PHASING PLAN: LEGEND: 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 ---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' VTC CWA TEMPORARY STOCKPILE LOCATION TS SCL CF LOC LOC LOC LOC IP IP SCL SCL SCL SCL CF CF CF GATED CONSTRUCTION ENTRANCE IP SM SM SM SM SM SM SM SM SM SM SM ECB ECB SM SCL SCL SCL SCL LOC LOC LOC DUMPSTER TRAILER PT MATERIAL STORAGE AREA STABALIZED STAGING AREA SSA IP SCL ECB SM CF SCL 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions N 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions EROSION CONTROL AND STORMWATER QUALITY CONTROL NOTES: EROSION AND STORMWATER QUALITY CONTROL PHASING PLAN: LEGEND: 6-26-2024 ---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 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 LEGEND: ---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' STOP N 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 LEGEND: ---PAGE BREAK--- 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 ---PAGE BREAK--- 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 ---PAGE BREAK--- 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 ---PAGE BREAK--- N.T.S. MOUNTABLE CURB AND GUTTER TYPE 4 (MODIFIED) CATCH 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 ---PAGE BREAK--- N.T.S. 4' WIDE CONCRETE PAN DETAIL N.T.S. 1' WIDE CURB CUT DETAIL N.T.S. 2' WIDE CURB CUT (TYPE A) DETAIL CONCRETE APRON DETAIL NTS N.T.S. 2' WIDE CURB CUT (TYPE B) DETAIL N.T.S. RIP RAP PAD DETAIL 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 PAVEMENT SECTIONS ’ ---PAGE BREAK--- 811 10056 Brisbane Lane Littleton Colorado 80130 [PHONE REDACTED] civas-eng.com engineering CIVAS civil engineering solutions 6-26-2024 ---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 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 STAND. PROVIDE POWER AND COMMUNICATIONS CONDUIT WTH PULL STRING. COORDINATE ALL NECESSARY COMMUNICATIONS ROUTING WITH OWNER. CONCRETE CURB AS SCHEDULED. SEE CIVIL. CONCRETE FILLED BOLLARD. 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 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.XX.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. An Employee Owned Company PAC-WM SERIES - LED ENTER ENTER STOP DO NOT ENTER R 50' ELECTRIC EASEME JACKSON CREEK PARKWAY (RECEPTION NO. 203270646) (120' R O W ) LOT 3 LOT 5A EASEMENT 15' PUBLIC UTILITY REC. NO. 22071909 10' UTILITY EASEMENT "CINEMATIC VIEW" PRIVATE ROAD 40' ACCESS EASEMENT 50' PUBLIC UTILITY EASEMENT 5' CENTURY LINK EASEMENT REC. NO. 22000526 20' PUBLIC UTILITY & DRAINAGE EASEMENT T C C C C C C C C C C C C C X C +/-2,197 SF SINGLE STORY ZIGGI'S COFFEE PROPOSED BUILDING: V5 MH: 18 V5 MH: 18 W1 MH: 19 W1 MH: 10 W1 MH: 10 W1 MH: 10 W1 MH: 10 W1 MH: 10 MH: 13 W1 MH: 13 W1 V5 MH: 18 0.7 0.5 0.6 0.4 0.3 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.0 0.7 0.9 1.1 1.0 0.8 0.7 0.8 0.9 0.7 0.5 0.9 1.0 1.1 1.1 1.2 1.4 1.4 1.3 0.9 1.1 1.3 1.2 0.9 0.6 0.8 1.1 1.2 1.0 0.7 1.2 1.3 1.2 1.2 1.3 1.4 1.5 1.4 1.3 1.3 1.3 1.2 0.9 0.6 0.9 1.3 1.3 1.2 1.0 1.3 1.5 1.3 1.1 1.0 1.0 1.1 1.5 1.6 1.6 1.1 0.8 0.6 0.5 0.8 1.1 1.3 1.4 1.5 1.4 1.4 1.3 1.1 1.0 1.1 1.2 1.5 1.7 1.5 1.2 1.0 0.7 0.4 0.6 0.8 1.1 1.7 1.7 1.6 1.2 1.1 1.2 1.4 1.6 1.6 1.4 1.3 1.4 1.5 1.5 1.2 0.5 0.8 1.1 1.3 1.5 1.7 1.7 1.7 1.7 1.7 1.9 2.1 1.8 1.5 1.0 1.3 1.5 2.0 1.7 0.7 1.0 1.3 1.4 1.4 1.3 1.7 2.0 2.1 2.2 2.4 2.6 1.3 2.2 2.1 0.4 0.6 0.8 1.1 1.3 1.4 1.3 1.1 1.8 2.0 2.1 2.3 2.7 3.2 1.6 2.8 2.2 0.4 0.6 0.9 1.1 1.1 1.2 1.2 1.1 1.7 2.0 2.1 2.4 2.8 3.4 2.4 3.2 1.9 0.5 0.8 1.0 1.1 1.0 1.0 1.2 1.2 1.7 1.9 2.2 2.5 3.0 3.5 1.9 2.3 1.8 0.6 0.9 1.3 1.5 1.7 2.0 2.2 2.6 3.0 3.4 1.4 1.5 1.5 1.4 1.2 1.0 1.5 1.7 1.8 1.9 2.1 2.4 2.9 3.6 1.8 1.2 1.4 1.5 1.3 1.2 1.6 1.8 1.8 1.7 1.8 2.2 2.7 3.7 2.0 1.9 1.6 1.4 1.6 1.7 1.6 1.5 1.5 1.5 1.6 1.9 2.5 3.5 2.0 2.9 1.8 1.2 1.7 1.7 1.6 1.3 1.2 1.2 1.4 1.7 2.1 2.9 1.5 3.1 1.8 1.3 1.5 1.6 1.5 1.6 1.5 1.4 1.4 1.6 1.9 2.1 0.8 2.1 1.6 1.4 1.2 1.0 1.5 1.6 1.5 1.3 1.3 1.5 2.0 2.6 3.3 4.1 2.0 2.5 2.5 1.8 1.2 0.9 0.7 1.3 1.4 1.3 1.2 1.1 1.3 1.8 2.6 3.3 4.0 4.6 4.3 3.6 2.9 1.9 0.9 0.7 0.5 0.9 1.0 1.0 0.9 0.9 1.0 1.4 1.9 2.4 2.7 3.2 3.1 2.6 2.2 1.5 0.5 0.4 0.3 0.6 0.6 0.6 0.6 0.6 0.8 1.0 1.4 1.7 1.9 2.1 2.1 1.9 1.6 1.1 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.6 0.8 1.0 1.2 1.3 1.4 1.4 1.3 1.1 0.8 0.6 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 0.8 0.9 0.9 0.9 0.9 0.7 0.6 0.4 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 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 0.0 0.0 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 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.4 0.6 0.7 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 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 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 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 Lu Sy Ca La 20 20 20 20 Gr Pr M Masked North Easement Area Illuminance (Fc) Average = 1.51 Maximum = 4.1 Minimum = 0.3 Avg/Min Ratio = 5.03 Max/Min Ratio = 13.67 (1 0 0 0 Luminaire Schedule Symbol Qty Label Description LLF Luminaire Lumens Total Watts BUG Rating 8 W1 PAC-WM-PLED-IV-FT-20LED-875mA- 40K 0.9LLF ADJUSTED TO SIMULATE PERFORMANCE SHOWN IN CATALOG NUMBER 0.360 6638 467.2 B1-U0-G2 3 V5 VPR-R-VLED-VSQ-48LED-525mA-40K 0.9LLF ADJUSTED TO SIMULATE PERFORMANCE SHOWN IN CATALOG NUMBER 0.450 14439 240 B4-U0-G2 .0 .0 .0 Calculation Summary Label Units Avg Max Min Avg/Min Max/Min 20' beyond Property Line - E Illuminance Fc 0.00 0.0 0.0 N.A. N.A. 20' beyond Property Line - N Illuminance Fc 0.00 0.0 0.0 N.A. N.A. 20' beyond Property Line - S Illuminance Fc 0.06 0.1 0.0 N.A. N.A. 20' beyond Property Line - W Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Ground_Planar Illuminance Fc 1.27 4.6 0.0 N.A. N.A. Property Line Illuminance Fc 0.15 0.7 0.0 N.A. N.A. Masked North Easement Area Illuminance Fc 1.51 4.1 0.3 5.03 13.67 NOT TO SCALE 1 PHOTOMETRIC PLAN A4.0 TYPE FIXTURE TYPE FIXTURE THE LIGHTS WILL BE ON DURING DARK HOURS, DEPENDING ON TIME OF YEAER, UNTIL ONE HOUR AFTER BUSINESS HOURS. 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--- ROCK MULCH 1 (GOLD- 3/4" DIA.) SHOVEL-CUT EDGE (SEE DETAIL) ORNAMENTAL GRASS EVERGREEN SHRUB EVERGREEN TREE ORNAMENTAL TREE DECIDUOUS SHRUB DECIDUOUS TREE LEGEND VEHICULAR SIGHT LINE ROCK MULCH 2 (TAN- 1.5-2" DIA.) COBBLE MULCH 3 (GOLD 2-4" DIA.) PARKING LOT LIGHT 3LM 3FB 4WO YU 3LM 3YU PROPOSED RIPRAP & SWALE- SEE CIVIL 3CM 5AP 2WJ PATIO PERGOLA 4FC 4BL 2YU PROPOSED 12" HT. PLANTERS SEE ARCH. 3WJ 5CM HL 3WO 2WJ 3BL KC KC 4AP 5BL 6CM 3BL 2HL 3AP 2WJ HW 2BR HW 3GL 5CM 3GL 2WJ 5BM 3WO 6FB WJ WJ FUTURE SIGN 15' SIGHT TRIANGLES SIGHT DISTANCE LINES LOT 1 JACKSON CREEK PARKWAY (RECEPTION NO. 203270646) (120' R.O.W.) LOT 3 LOT 5A 3FB CM PROPOSED RIPRAP & SWALE- SEE CIVIL 3BM 3LM 3FB KC 3AP 3AP 3GL 3FB SWALE- SEE CIVIL CINEMATIC VIEW DRIVE (PRIVATE) USE COMMERCIAL LAND AREA 39,022 SF (.895 Ac.) COVERAGE DATA SQ. FEET % BUILDING (COMM.) 2,162 SF 5.5% HARDSCAPE 22,127 SF 56.7% LANDSCAPE 14,733 SF 37.8% SITE DATA DEVELOPMENT PLAN LANDSCAPE REQUIREMENTS Area: 14,733 SF TREES (1 / 2000 SF) 8 / 10 98 / 98 SHRUBS (2 / 300 SF) Required / Provided A. Internal PUD Req. Priv. Drive: 198 LF TREES (1 / 30 LF) 7 / 4 + 31 shrubs B. Internal St. Frontage Spaces : 28 TREES (1 / 20 spaces) 2 / 2 C. Parking Required / Provided Category Hot Wings Maple 2 Acer tartaricum 'Hot Wings' HW BL 13 Schizachyrium scoparium 'Blaze' Blaze Little Bluestem DECIDUOUS TREES COMMON NAME BOTANICAL NAME QTY. KEY DECIDUOUS SHRUBS INSTALLATION SIZE AND REMARKS PLANT LIST GL Dwarf Fragrant Sumac Rhus aromatica 'Gro-low' Kentucky Coffeetree Gymnocladus dioicus 'Espresso' KC EVERGREEN SHRUBS ORNAMENTAL GRASSES NOTE: IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN GRAPHIC AND THE LANDSCAPE PLANT LIST, MATERIAL QUANTITY AS DETERMINED BY THE PLAN GRAPHIC SHALL TAKE PRECEDENCE. B&B, single stem, full head 9 EVERGREEN TREES Northern Acclaim Honeylocust G. triacanthos inermis 'No. Acclaim' HL 3 1-1/2" cal. B&B, straight, full & bushy SHRUBS SHALL BE HEALTHY & WELL-ESTABLISHED IN CONTAINERS. NUMBER OF CANES SHALL BE PER ANSI Z60.1-2014 B&B, single stem, full head 3 WJ Juniperus horizontalis 'Wiltonii' Wilton Juniper Bristlecone Pine Pinus aristata #5 container #1 container 18-24" ht. 9-12" ht. WO Juniperus scopulorum 'Woodward' Woodward Juniper 3-4' ht. 10 #5 container 12-15" ht. BR 2 Dark Night Blue Mist Spirea BM 8 Caryopteris x clandonensis 'Dark Night' #5 container 21-24" ht. ORNAMENTAL TREES B&B, straight, full & bushy 13 #5 container YU Yucca flaccida 'Golden Sword' Golden Sword Yucca #5 container 12-15" ht. 6 1-1/2" cal. 5-6' ht. 1-1/2" cal. CM Curlleaf Mountain Mahogany Cercocarpus ledifolius 20 #5 container 36-42" ht. LM Littleleaf Mahogany Cercocarpus intricatus #5 container 21-24" ht. AP Apache Plume Falugia paradoxa 18 #5 container 21-24" ht. Fernbush FB 18 Chamaebtiaria millefolium #5 container 21-24" ht. 9 SCALE 1" = 20' 0 20 10 40 PLANNING & LANDSCAPE ARCHITECTURE Jump Design Company [PHONE REDACTED] Denver, Colorado 80210 1733 S. Clarkson Street N SEE SHEET L1.1 FOR ADDITIONAL NOTES AND DETAILS. [EMAIL REDACTED] LANDSCAPE PLAN Stamp Scale Date Drawn Drawn By Sheet Number JDC As shown 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com Issues: JANUARY 9, 2023 Store 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 drawings is intended to be used in conjunction 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 ZIGGI'S COFFEE JACKSON CREEK PARKWAY MONUMENT, CO 80132 O D A R F C O L O E T O A T S D E N E C S D L A N T R . J U M P H O S M A 0 1 5 01/01/2008 Original Date of Licensure E P A S C I L T A R C H C E T Description SHEET X OF XX L1.0 REVIEW NOVEMBER 7, 2023 SUBM #2 FEBRUARY 23, 2024 SUBM #3 MAY 15, 2024 ---PAGE BREAK--- PLAN NOTES FINE GRADING / PREPARATION NOTES 7. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. COORDINATE WITH GENERAL CONTRACTOR. THE TOP 4" OF LANDSCAPE AREAS SHALL BE EXISTING OR IMPORTED TOPSOIL AS NECESSARY. 8. SOIL AMENDMENT SHALL BE LOW-SALTS, FULLY-MATURED ORGANIC COMPOST, CERTIFIED FREE OF PATHOGENS. pH SHALL BE 6.0 TO 7.4 WITH A MIN. OF 30% ORGANIC MATERIAL. COMPOST SHALL BE BIOCOMP-CLASS 1 BY A1 ORGANICS 16350 WCR 76, EATON, CO 80615, OR APPROVED EQUAL. AMENDMENT FOR LANDSCAPE AREAS SHALL BE 4 C.Y. PER 1,000 S.F. 9. THE TOP 5" OF SUBGRADE IN ALL LANDSCAPE AREAS SHALL BE TOPSOIL AND SOIL AMENDMENT MIXTURE TILLED TO A MIN. DEPTH OF 8" INTO THE SOIL BELOW. 10. FINE GRADE ALL AREAS TO BE PLANTED. ALL FINE GRADING MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION. 11. IN ALL BED AREAS HOLD TOP OF SUBGRADE 3-4" BELOW ADJACENT IMPROVEMENTS TO ALLOW FOR SPECIFIED MULCH DEPTH. PLANTING NOTES 12. PLANTS SHALL MEET THE MINIMUM STANDARDS OUTLINED IN THE "AMERICAN STANDARD FOR NURSERY STOCK" ANSI Z60.1 (2014). ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. PLANTS NOT MEETING THE SET STANDARDS WILL BE REJECTED. 13. PLANT SPECIES AND LOCATIONS SHOULD FOLLOW THE APPROVED PLAN. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES TO THE PLAN, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE CITY AND THE LANDSCAPE ARCHITECT. 14. ALL PLANT MATERIAL SHALL CARRY A WARRANTY FOR A PERIOD OF NOT LESS THAN 1 YEAR AFTER ACCEPTANCE OF THE PROJECT BY THE OWNER. WARRANTY SHALL BE A ONE-TIME REPLACEMENT THAT INCLUDES PLANT MATERIAL AND LABOR COSTS. 15. PLANT QUANTITIES SHOWN SYMBOLICALLY ON THE PLAN SHALL TAKE PRECEDENT AND BE INSTALLED OVER THOSE TOTALS IN THE PLANT LIST. 16. PLANT HOLE BACKFILL SHALL BE 1/3 TOPSOIL, 1/3 COMPOSTED AMENDMENT AND 1/3 NATIVE SOIL THOROUGHLY MIXED. 17. LAYOUT PLANT BED EDGER LINE AND STAKE INDIVIDUAL PLANT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 18. LANDSCAPE EDGER SHALL BE SHOVEL-CUT EDGES PER DETAIL. 19. TREE LOCATIONS SHALL BE NO CLOSER THAN 3' FROM ALL CURBS & WALKWAYS EXCEPT FOR PARKING ISLANDS. 1. ALL WORK SHALL CONFORM TO TOWN OF MONUMENT STANDARDS AND ALL PERTINENT LOCAL AND STATE STANDARDS AND REGULATIONS. 2. CONTACT APPROPRIATE UTILITY LOCATORS TO LOCATE OF ALL BURIED UTILITY LINES. FIELD-VERIFY EXISTING LOCATIONS, GRADES, AND CONDITIONS OF ALL BURIED UTILITIES PRIOR TO CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES FROM THESE PLANS. DAMAGE TO UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED AT HIS OWN COST WITH NO EXPENSE TO THE OWNER. 3. VERIFY THE LOCATION OF ALL PERTINENT EXISTING & CONSTRUCTED SITE IMPROVEMENTS ALREADY INSTALLED PRIOR TO BEGINNING WORK. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES FROM THE INFORMATION SHOWN ON THESE PLANS. IF DISCREPANCIES EXIST DO NOT PROCEED WITH CONSTRUCTION ACTIVITIES WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. 4. REFER TO THE ARCHITECTURAL, ENGINEERING, ELECTRICAL AND IRRIGATION PLANS COMPLETED BY OTHERS. ANY DISCREPANCIES THAT AFFECT THIS WORK MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 5. REFER TO THE CONSTRUCTION DRAWINGS DONE BY OTHER CONSULTANTS FOR GRADING AND ELEVATIONS. ENSURE POSITIVE DRAINAGE MIN. FALL) AWAY FROM ALL BUILDING FOUNDATIONS IN ALL LANDSCAPE AREAS. NOTIFY OWNER'S REPRESENTATIVE IF ROUGH GRADING CONDITIONS WILL CREATE PONDING OR FLOW TOWARD FOUNDATIONS. ROUGH GRADES SHALL BE REVIEWED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO FINE GRADING AND SOIL PREPARATION OPERATIONS. 6. COORDINATE LOCATION OF IRRIGATION SLEEVING FOR INSTALLATION PRIOR TO PARKING AND WALK PAVING OPERATIONS. SEE IRRIGATION PLANS. 3-4 X Root Ball Diameter 2X Root Ball Diameter 1 2 X X DO NOT CUT SINGLE LEADER. PRUNE ONLY DAMAGED, DEAD WOOD, OR CO-DOMINANT LEADERS. 6' STEEL T-POST OR WOOD STAKE EXPOSED, 2' IN UNDISTURBED SUBGRADE) WITH SAFETY CAPS, SET TO WINDWARD SIDE AND OTHER OPPOSITE; OR OTHER PRE-APPROVED STAKING METHOD. 12" NYLON TREE STRAP WITH GROMMETS ON GUY WIRE. DO NOT TWISTS STRAPS TO TIGHTEN AROUND TRUNK. 1/2" DIAMETER WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE. 14-GAUGE GALVANIZED WIRE, DOUBLE STRAND. LEAVE 1-2" SLACK IN WIRE TO ALLOW FOR TRUNK MOVEMENT. DECIDUOUS TREE FALL PLANTING: WRAP TRUNK TO FIRST BRANCH WITH SPECIFIED TREE WRAP MATERIAL. SECURE AT TOP WITH MASKING TAPE. DO NOT WRAP ROUGH BARK, POPULUS, OR GLEDITSIA TREES. REMOVE IN SPRING AS SPECIFIED. SET ROOT COLLAR 2 TO 3" HIGHER THAN FINISHED GRADE. REMOVE EXCESS SOIL FROM TOP OF ROOT BALL. CIRCLE OF SHREDDED WOOD MULCH, 3" DEEP AND 4-6" AWAY FROM TRUNK, TO OUTER EDGE OF PLANTING HOLE. FORM 2" HIGH DIRT SAUCER AROUND PIT AT OUTSIDE OF TRANSITION ZONE. FINISH GRADE COMPLETELY REMOVE ALL TWINE AND WIRE BASKET. PULL BURLAP DOWN MINIMUM OF 2/3, CUT AND REMOVE FROM PIT. SLOPE SIDES OF PLANTING PIT AS SHOWN, ROUGHEN SIDES PRIOR TO BACKFILL. SPECIFIED BACKFILL MIXTURE (1/3 NATIVE SOIL, 1/3 TOPSOIL, 1/3 COMPOSTED AMENDEMENT) UNDISTURBED SUBGRADE ANY BROKEN, CRUMBLING, OR OTHERWISE DAMAGED ROOTBALL WILL BE REJECTED. DAMAGE DURING PLANTING OPERATIONS WILL NOT BE EXCUSED. PRIOR TO DIGGING, THE UTILITY NOTIFICATION CENTER OF COLORADO SHALL BE CONTACTED AT 811 TO LOCATE UNDERGROUND UTILITIES. Typical Tree Planting Detail 1 2 X GUYING DETAIL 24" METAL STAKES DRIVEN FLUSH WITH GRADE 12 GA. IRON WIRE WITH 1/2" DIA. WHITE PVC ON EACH WIRE EVERGREEN Shrub Planting Detail NOT TO SCALE PLANTS SHALL BE SPACED & LOCATED RELATIVE TO CURBS, WALKS STRUCTURES & OTHER PLANTS AS SHOWN ON PLANS PLANT SHRUB 1-2" HIGHER THAN FINISHED SUBGRADE. -DIG PIT TWICE AS WIDE AS CONTAINER. -SLOPE SIDES OF PLANTING PIT AS SHOWN & SCARIFY. -LOOSEN SIDES OF ROOTBALL PRIOR TO BACKFILL. APPLY MULCHES TO DEPTHS AS NOTED ON PLANS. IN ROCK MULCH BEDS, SHRUBS & GRASSES SHALL HAVE SHREDDED CEDAR MULCH RING AT PLANT BASE 1.5 TIMES GREATER THAN CONTAINER DIAMETER. SPECIFIED BACKFILL MIXTURE- BACKFILL & WATER-IN THOROUGHLY. BROKEN ROOTBALLS WILL BE REJECTED. PRUNE DEAD OR DAMAGED WOOD PRIOR TO PLANTING MIN. PIT WIDTH: 2 TIMES DIA. OF CONTAINER 4" CEDAR MULCH @ 1.5x DIA. OF ROOTS IN ROCKS BEDS SET TOP OF MULCH 1" BELOW ADJACENT PAVEMENTS ROCK OR WOOD MULCH- SEE PLAN NOTES SPACE AS SHOWN ON PLANS. SPECIFIED MULCH, TAPER MULCH DEPTH AT EDGE OF PAVEMENT. Typical Construction Edges MULCH ADJACENT TO PAVEMENT & CURB OR CURB PAVEMENT OR CURB FINISH GRADE 1" BELOW TOP OF FINISH GRADE 1" BELOW TOP OF PAVEMENT OF CURB. GRASS ADJACENT TO PAVEMENT OR CURB PAVEMENT OR CURB PAVEMENT NOT TO SCALE ROCK MULCH 20. ROCK MULCH SHALL BE IN ACCORDANCE WITH THE APPROVED DEVELOPMENT PLAN: MULCH 1: SHALL BE 3/4" 'BRECKEN GOLD' LANDSCAPE ROCK BY PIONEER SAND. MULCH 2: SHALL BE 1-1/2" DIA. 'COMANCHE TAN' LANDSCAPE ROCK BY PIONEER SAND. MULCH 3: SHALL BE 2-4" DIA. 'BRECKEN GOLD' LANDSCAPE ROCK COBBLE BY PIONEER SAND. SUBMIT PHYSICAL ROCK SAMPLE (5 GAL. MIN.) ON-SITE SAMPLE TO CLIENT REPRESENTATIVE FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. PIONEER SAND- MONUMENT 15490 WOODCARVER ROAD MONUMENT, CO 80132 [PHONE REDACTED] 21. ROCK SHALL BE PLACED OVER LANDSCAPE FILTER FABRIC. FABRIC SHALL BE TYPAR 3301- POLYPROPYLENE, CONTINUOUS FILAMENT, HEATBONDED FABRIC ALLOWING WATER PASS FREELY THROUGH. THE DEWITT COMPANY 905 SOUTH KINGS HIGHWAY SIKESTON, MO 63801 [PHONE REDACTED] [EMAIL REDACTED] 22. IN ADDITION TO AREAS SHOWN ON THE PLAN, ALL SHRUBS, ORNAMENTAL GRASSES AND PERENNIALS SHALL HAVE 3-4" NATURAL SHREDDED CEDAR MULCH AT TOP 3" OF PLANTING PIT AT 1.5 TIMES THE DIAMETER OF THE PLANTING BALL. ROCK MULCH SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. 23. ALL TREES SHALL HAVE A MULCH RING WITH NATURAL CEDAR FIBER MULCH AT 3-4" DEPTH AND AT LEAST 3-4' IN DIAMETER. IRRIGATION 24. IRRIGATION SHALL BE UNDERGROUND AUTOMATIC SYSTEM WITH ELECTRIC CONTROLLER AND RAIN SENSOR. ALL PLANTS SHALL BEDS SHALL BE IRRIGATED BY DRIP EMITTERS. SEEDED NATIVE TURF AREAS SHALL BE WATERED BY SPRAY HEADS. NOT TO SCALE TOP OF SUBGRADE PRIOR TO MULCH OR SOD SOIL PREP PER NOTES SPREAD UNIFORMLY 4" STOCKPILED OR IMPORTED TOPSOIL FINE GRADED SMOOTH & RAKED SURFACE PER NOTES Rototilled Soil Prep Depth (All Landscape Areas) THOROUGHLY MIXED / CULTIVATED SUBGRADE WITH TOPSOIL & AMENDMENT TO 6-8" TILL UNDISTURBED / COMPACTED SUBGRADE TO 6-8" DEPTH PRIOR TO ADDING TOPSOIL & SOIL PREP TILLER BLADES 6" 6-8" SPECIFIED ROCK MULCH DEPTH WITH WEED BARRIER. TAPER INTO SHOVEL CUT AREA. SPECIFIED ROCK MULCH TYPE WITH WEED BARRIER. OVERLAP LARGER ROCK MULCH ABOVE SMALLER. 45-DEGREE SHOVEL-CUT EDGE 3-4" BELOW MULCH SUBGRADE. COMPACTED SUBGRADE NOT TO SCALE Shovel-cut Rock Mulch Edges MULCH 1 MULCH 2 NOTE: SUBMIT MULCH SAMPLES FOR OWNER'S APPROVAL PRIOR TO INSTALLATION. LANDSCAPE DETAILS Stamp Scale Date Drawn Drawn By Sheet Number JDC As shown 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com JANUARY 9, 2023 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 drawings is intended to be used in conjunction 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 ZIGGI'S COFFEE JACKSON CREEK PARKWAY MONUMENT, CO 80132 O D A R F C O L O E T O A T S D E N E C S D L A N T R . J U M P H O S M A 0 1 5 01/01/2008 Original Date of Licensure E P A S C I L T A R C H C E T Description SHEET X OF XX L1.1 Issues: Store Number: REVIEW NOVEMBER 7, 2023 SUBM #2 FEBRUARY 23, 2024 SUBM #3 MAY 15, 2024 ---PAGE BREAK--- R 1" DR A3 1" DR A2 1" DR A1 M 11/2" 11/2" 11/2" 1" DR A4 SCALE 1" = 20' 0 20 10 40 PLANNING & LANDSCAPE ARCHITECTURE Jump Design Company [PHONE REDACTED] Denver, Colorado 80210 1733 S. Clarkson Street N [EMAIL REDACTED] IRRIGATION PLAN Stamp Scale Date Drawn Drawn By Sheet Number DCZ As shown 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com Issues: Store 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 drawings is intended to be used in conjunction 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 ZIGGI'S COFFEE JACKSON CREEK PARKWAY MONUMENT, CO 80132 O D A R F C O L O E T O A T S D E N E C S D L AN T R . J U M P H O S M A 0 1 5 01/01/2008 Original Date of Licensure E P A S C I L T A R C H C E T Description SHEET X OF XX I1.0 LINE SIZE XCZ-100-PRB-LC PRO-C SERIES CLASS 200 SOLVENT WELD GPM FEBCO RAIN BIRD HUNTER RAIN BIRD CONTROL VALVE SIZE CONTROLLER & STATION NO. DRIP VALVE ASSEMBLY DRIP LINE BLOW-OUT STUB ELECTRIC CONTROLLER QUICK COUPLING VALVE BACKFLOW PREVENTER PVC MAINLINE 825YA - 3/4" DIA. 44 LRC 5 2 1 8 10 MODEL NO. SYMBOL MANUFACTURER DESCRIPTION DETAIL NO. COMMENTS TIE ONTO DOMESTIC SERVICE LINE AT APPROXIMATE LOCATION SHOWN. EXTEND 3/4" K COPPER AT 54" DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 3/4" STOP & WASTE VALVE, ONE 3/4" REDUCED PRESSURE BACKFLOW PREVENTER AND ENCLOSURE, ONE QUICK COUPLING VALVE, ONE 3/4" MANUAL DRAIN VALVE, ONE 1" MASTER VALVE AND EXTEND CLASS 200 PVC MAINLINE AS SHOWN. WORK SHALL CONFORM TO LOCAL CODE. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL LOCATION OF BACKFLOW PREVENTER SHALL BE REVIEWED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO START OF WORK. WALL MOUNT ONE HUNTER PRO-C SERIES 7 STATION CONTROLLER AT INDICATED LOCATION. 120 VOLT ELECTRICAL POWER IS AVAILABLE WITHIN 10 L.F. OF CONTROLLER LOCATION. ELECTRICAL POWER AND CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODE. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL LOCATION OF CONTROLLER SHALL BE REVIEWED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. WRF-CLIK HUNTER WIRELESS RAIN/FREEZE SENSOR 11 R CONTRACTOR SHALL FIELD VERIFY PRESSURE AT BACKFLOW PREVENTER LOCATION FOR EACH TAP PRIOR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCES FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS. REFER TO IRRIGATION TECHNICAL SPECIFICATIONS FOR PLANTING AND IRRIGATION LAY-OUT REQUIREMENTS, COORDINATION AND PRIORITIES. VALVE BOXES SHALL BE LOCATED 36" MINIMUM FROM CENTERLINE OF ALL SWALES, 24" MINIMUM FROM EDGES OF ALL WALKS, CURBS, DRIVES AND OTHER HARD SURFACE AREAS. SEPARATE SLEEVE. IRRIGATION WIRE BUNDLE SHALL BE ROUTED IN SEPARATE CONTRACTOR SHALL REPAIR OF REPLACE ANY EXISTING IRRIGATION EQUIPMENT, TURF, PLANT MATERIAL OR SITE FEATURES DAMAGED DURING NEW INSTALLATION. REPLACEMENT OR REPAIR OF DAMAGED EQUIPMENT OR MATERIAL SHALL BE DETERMINED BY THE OWNER AND THE CONSULTANT. REFER TO PLANTING PLAN FOR EXACT TREE LOCATIONS AND QUANTITIES, TREES SHOWN ON IRRIGATION PLANS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVING WITH INSTALLATION OF CONCRETE FLATWORK AND PAVING. ALL SLEEVING IS BY CONTRACTOR UNLESS OTHERWISE NOTED. UNLESS NOTED OTHERWISE ON IRRIGATION PLANS INSTALL SLEEVING BASED ON SLEEVE SIZING GUIDE BELOW: NOTE: EACH LENGTH OF SLEEVED PIPE SHOWN SHALL BE ROUTED THROUGH SLEEVE/CONDUIT WITHOUT IRRIGATION PIPING PIPE SIZE OR WIRE QUANTITY POINT OF CONNECTION 8. 7. 5. 6. 4. 1-1/2" - 2" PIPING 1-25 CONTROL WIRES 3/4" - 1" PIPING 1 1-4" PVC SLEEVE 1-2" PVC SLEEVE 56 PSI REQUIRED PRESSURE REQUIRED SLEEVE 1-2" PVC SLEEVE REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PREPARED BY JUMP DESIGN CO. 1. 3. 2. PEB SERIES - 1" DIA. RAIN BIRD MASTER VALVE 7 9 Know what's below before you dig. Call R CONTRACTOR IS RESPONSIBLE TO WINTERIZE THE IRRIGATION SYSTEM IN THE FALL OF THE YEAR IN WHICH THE IRRIGATION & LANDSCAPE WAS ACCEPTED. CONTRACTOR SHALL ALSO PERFORM SYSTEM START-UP IN APRIL OF THE FOLLOWING SPRING. ALL IRRIGATION WIRE SHALL BE #14 AWG UFUL WIRE WITH SINGLE, SOLID COPPER CONDUCTOR AND POLYETHYLENE INSULATION (MULTI-CONDUCTOR WIRE IS NOT ACCEPTABLE). WIRE COLORS SHALL BE: CONTROL WIRES - RED, COMMON WIRE - WHITE, SPARE WIRES - BLACK, MASTER VALVE - BLUE. WATERTIGHT WIRE SPLICES SHALL BE MADE WITH 3M CO. DBR/Y-6 SPLICE KITS. 10. ALL VALVE BOXES SHALL BE MANUFACTURED BY CARSON INDUSTRIES. MODELS SHALL BE AS FOLLOWS: #910-10: QUICK COUPLING VALVES, DRIP LINE BLOW-OUT STUBS, GATE VALVES, DRAIN VALVES. #1220-12: DRIP VALVES ASSEMBLIES, MASTER VALVE BOXES AND LIDS SHALL BE GREEN. CONTRACTOR SHALL WARRANTY ALL WORK (MATERIALS, EQUIPMENT AND WORKMANSHIP) FOR A ONE YEAR PERIOD FOLLOWING FINAL ACCEPTANCE OF LANDSCAPE AND IRRIGATION BY OWNER. 12. 9. 11. IRRIGATION DESIGN 3/4" I.D. CLASS 200 SOLVENT WELD CENTENNIAL PLASTICS POLY DRIP TUBING PVC SLEEVING 3 #76101 SERIES - 3/4" DIA. MANUAL DRAIN VALVE 6 A.Y. McDONALD EXTEND TWO SPARE CONTROL WIRES WITH COMMON FROM CONTROLLER TO INDICATED LOCATION. STUB WIRES IN VALVE BOX CONTAINING QUICK COUPLING VALVE. RAIN/FREEZE SENSOR - MOUNT ON LIGHT POLE AT 10-12 FT. HT. TLCV-09-18 IN-LINE DRIP TREE RING 4 NETAFIM IRRIGATION SYSTEM HAS BEEN DESIGNED TO BE WINTERIZED ON ANNUAL BASIS USING COMPRESSED AIR. 13. CINEMATIC VIEW DR. JACKSON CREEK PARKWAY MAY 15, 2024 ---PAGE BREAK--- IRRIGATION DETAILS Stamp Scale Date Drawn Drawn By Sheet Number DCZ As shown 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com Issues: Store 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 drawings is intended to be used in conjunction 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 ZIGGI'S COFFEE JACKSON CREEK PARKWAY MONUMENT, CO 80132 O D A R F C O L O E T O A T S D E N E C S D L AN T R . J U M P H O S M A 0 1 5 01/01/2008 Original Date of Licensure E P A S C I L T A R C H C E T Description SHEET X OF XX I1.1 ADAPTER OUTSIDE OF VALVE BOX. LENGTH IN BOX TO EXTEND HOSE 3/4" DRIP TUBING - COIL SUFFICIENT 3/4" WASHED RIVER ROCK SUMP (1 CU. FT.) WITH CAP COMPRESSION (OR INSERT) FITTING 10" ROUND VALVE BOX FINISH GRADE INDICATOR AND SWING PIPE 6" HUNTER ECO-ID OPERATIONAL COMPRESSION-TYPE OR INSERT TEE CLAMPS) DEFLECT TUBING TO PERMIT ENTRY THROUGH THROUGH BOTTOM OF VALVE BOX. PVC PRESSURE MAINLINE SEE TECHNICAL SPECIFICATIONS 3/4" WASHED RIVER ROCK SUMP 3/4"x4" PVC NIPPLE SCH. 80 3/4" MxF SCH.40 PVC 90 ELL SOIL BLANKET COVERING SUMP 3/4" A.Y. McDONALD 76101 BRASS BALL CURB VALVE FOR SUMP SIZE 4" FINISH GRADE 3/4"x6" BRASS NIPPLE - LENGTH AS REQUIRED 3/4"xCL PVC NIPPLE SCH. 80 3/4" FxF SCH.80 PVC 90 ELL 2" CL200 PVC ACCESS SLEEVE - 3/4" WASHED RIVER ROCK SUMP 10" ROUND VALVE BOX LENGTH AS REQUIRED 1 CU. FT. 2" VALVE MARKER TO PROVIDE ADEQUATE CLEARANCE OF MAIN PIPING (SPEARS BLUE 75 OR EQUAL) PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS APPLY NON-HARDENING THREAD SEALANT CONTAINING NO VALVE WITH SLOT-TOP OPERATOR ASSEMBLY. NOTE: CENTER BOX OVER VALVE BOTTOM OF VALVE AND PIPING 3/4" WASHED RIVER ROCK SUMP - ADD TO JUMBO RECTANGULAR VALVE BOX WITH EXTENSION DIAMETER FOR MANUFACTURER, MODEL # AND REFER TO EQUIPMENT SCHEDULE ELECTRIC MASTER CONTROL VALVE FINISH GRADE PRESSURE MAINLINE SLIPxMIPT SCH. 40 PVC ADAPTER #14 AWG UFUL WIRES (MASTER VALVE SOLENOID) - ONE BLUE, ONE GREEN - EXTEND TO CONTROLLER - (RE: IRRIG. 36" COIL #14 AWG UFUL WIRING (SPARE MASTER VALVE WIRE) - BROWN. (SPEARS BLUE 75 OR EQUAL) PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS APPLY NON-HARDENING THREAD SEALANT CONTAINING NO WATERPROOF WIRE SPLICE KIT - RE: SPECS 1" BRASS NIPPLE LENGTH AS REQUIRED 3" OF BOTTOM OF QCV LID 10" ROUND VALVE BOX QUICK COUPLING VALVE SUMP - FILL BOX TO WITHIN 3/4" WASHED RIVER ROCK FINISH GRADE 3 3" SOLVENT WELD OR GASKETED FITTING REFER TO SPECIFICATIONS PRESSURE MAINLINE SERVICE TEE - 1-1"x3" SCH.80 PVC NIPPLE 1" SCH.80 PVC FIPxFIP 90 ELL 1"x12" SCH.80 PVC NIPPLE 1" BRASS FIPxFIP 90 ELL 1" SCH.80 PVC FIPxFIP 1-1x3" SCH.80 PVC NIPPLE 90 ELL (SPEARS BLUE 75 OR EQUAL) PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS APPLY NON-HARDENING THREAD SEALANT CONTAINING NO 18" BACKFILL MATERIAL (TYPICAL) CONTROL WIRES PVC MAINLINE FINISH GRADE NOTE: REFER TO TECHNICAL SPECIFICATIONS FOR MINIMUM TRENCH WIDTHS. REFER TO TECHNICAL SPECIFICATIONS PLAN POLY DRIP TUBING - FROM VALVE INSERT FITTING WITH S.S. CLAMPS (TWO CLAMPS DRIPPERLINE WITH IN-LINE 0.9 GPH EMITTERS AT 18" O.C. (NETAFIM TLCV-09-18) - INSTALL 10-12 " PER JOINT) ON SOIL SURFACE STAKED AT 48" INTERVALS EDGE OF ROOTBALL RAIN BIRD XQ MICRO-TUBING (5 FT. MAX. LENGTH) RAIN BIRD XB-10 DRIP EMITTER - REFER TO CHART FOR QTY. 1 1/2" CALIPER TREE 2" CALIPER TREE 2 1/2" CALIPER TREE 6 FT. CONIFEROUS TREE 8 FT. CONIFEROUS TREE 1.0 GPH 1.0 GPH 1.0 GPH 1.0 GPH 1.0 GPH FOUR EACH SIX EACH SIX EACH FOUR EACH THREE EACH INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS WILL BE ACCEPTED PROVIDE 2" MIN. CLEARANCE BETWEEN TOP OF FILTER AND BOTTOM OF BOX LID TOP OF VALVE BOX TO BE FLUSH WITH FINISH GRADE NOTE: STAINLESS STEEL WORM GEAR CLAMP & 1" INSxMIPT ADAPTER RAIN BIRD 1" PEB CONTROL VALVE POLYETHYLENE DRIP TUBING - RE: EQUIPMENT SCHEDULE RAIN BIRD 1" PRB100 BASKET FILTER W/ 200 MESH SCREEN VALVE BOX SHALL NOT REST ON DRIP TUBING/PIPING DUCTILE IRON, GASKETED FITTING - REFER SERVICE TEE - SOLVENT WELD PVC OR 1" SCH. 80 PVC NIPPLE - LENGTH AS 3/4" WASHED RIVER ROCK SUMP - FILL BOX TO CONTROL WIRE BUNDLE REQUIRED TO SPECIFICATIONS CENTER BOX OVER ASSEMBLY AND COMMON WIRING WITHIN VALVE BOX (RE: SPECS.) PROVIDE 12" CONTINUOUS COILS OF ALL SPARE CONTROL JUMBO RECTANGULAR VALVE BOX. FINISH GRADE 1" SCH. 40 PVC BALL VALVE (FxF) W/ TWO 1"x2" SCH. 80 PVC NIPPLES BOTTOM OF ASSEMBLY (SPEARS BLUE 75 OR EQUAL) PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS APPLY NON-HARDENING THREAD SEALANT CONTAINING NO 1" SCH. 40 FxF COUPLING AND INSERTxMIPT ADAPTER EMITTER - ALL EMITTERS TO CONTACT -REFER TO NOTES FOR PLAN MULCH - RE: LANDSCAPE PLANTING BACKFILL MATERIAL EMITTER QUANTITY AND MODEL # PLANT ROOTBALL TUBING ANCHOR STAKE @ 7 FT. INTERVALS POLY DRIP TUBING WEED BARRIER FABRIC - WHERE PLANT MATERIAL EMITTER ROOTBALL NOTE: SECTION IF PLANTING ON A 4:1 SLOPE OR GREATER, INSTALL EMITTERS ON UPHILL FLUSH ALL LINES THOROUGHLY PRIOR TO EMITTER INSTALLATION. INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. SIDE OF ROOTBALL. INSTALL TWO 1/2 GPH EMITTERS PER 5 GAL. SHRUB, ONE 1/2 GPH EMITTER PER 1 GAL. PLANT APPLICABLE 1/4" BARBED TEE (RAIN BIRD XBF3TEE OR EQUAL) MICRO-TUBE STAKE (RAIN BIRD TS-025) 1/4" POLYETHYLENE MICRO-TUBING 1/4" MICRO-TUBING 1/4" TUBING STAKE UNDERGROUND LOCATIONS) PVC CONDUIT W/ SWEEP ELL (TYP. EMT MALE ADAPTER & PVC FEMALE ADAPTER EMT CONDUIT - DIA. TO ACCOMMODATE CONTROL WIRE QUANTITY/120 VOLT FINISH GRADE ELECTRIC CONTROLLER EMT MALE ADAPTER W/ WASHER & LOCK SECURE CONDUIT TO WALL 18" O.C. SECURE CONTROLLER TO WALL WITH ANCHOR BOLTS 18" 54" MIN. 60" MAX. RING ELECTRICAL POWER TYP. IRRIGATION & 120 VOLT WIRE CONDUIT J-BOX (120 VOLT ELECTRICAL) NOTES: DEPTH OF 120 VOLT ELECTRICAL CONDUIT SHALL MEET LOCAL CODE REQUIREMENTS IRRIGATION CONTROL WIRE CONDUIT(S) SHALL TERMINATE WITHIN LANDSCAPE AREA. CONDUIT(S) SHALL BE CONTINUOUS. 120 VOLT ELECTRICAL WIRING SHALL NOT BE ROUTED THROUGH IRRIGATION WIRE CONDUIT 18" TOP OF SENSOR TO BE ABOVE GUTTER WITHIN CONTROLLER PEDESTAL NOTE: MOUNT RAIN SENSOR RECEIVER SECURE BRACKET VIA WOOD SCREWS OR SIMILAR HUNTER ADJUSTABLE LENGTH MOUNTING HUNTER WIRELESS RAIN/FREEZE-CLIK - BUILDING EAVE, FENCE POST, ETC. AND/OR ANY OBSTRUCTIONS ARM FINAL LOCATION OF SENSOR SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. PVC MAIN - TO IRRIG. SYSTEM (RE: PLAN) (BACKFLOW DIA.xMAIN DIA.) - RE: PLAN PROTECTIVE ENCLOSURE- REFER TO DETAIL CxM ADAPTER (TWO REQUIRED) PREVENTER REDUCED PRESSURE BACKFLOW SCH. 40 PVC SxS REDUCER BUSHING QUICK COUPLING VALVE - INSTALL AS PER Q.C.V. DETAIL MASTER VALVE (REFER TO DETAIL) INSTALL PER DETAIL 3/4" MANUAL DRAIN VALVE - BRONZE UNION - ADJUSTABLE CAST IRON STOP GRAVEL SUMP SOIL FILTER FABRIC COVERING COPPER RIGID TYPE SCHEDULE REFER TO IRRIGATION PVC PRESSURE MAINLINE 12" NOTE: CONCRETE PAD PENETRATIONS TO BE 1" LARGER THAN TUBING DIAMETER 6" THICK CONCRETE PAD LENGTH AS REQUIRED 30" MIN. WIDTH STOP AND DRAIN VALVE - LINE SIZE 3/4" WASHED RIVER ROCK SUMP - 2 CU. FT. SERVICE LINE FROM WATER METER EQ EQ 12" BOX - TYLER OR EQUAL UNLESS NOTED OTHERWISE. EQUAL DIAMETER OF BACKFLOW PREVENTER DIAMETER OF FITTINGS, NIPPLE AND TUBING SHALL PAD DIMENSIONS REFER TO ENCLOSURE DETAIL FOR CONCRETE FINISH GRADE TOP OF SLAB TO BE 1" ABOVE 18" MAY 15, 2024 ---PAGE BREAK--- IRRIGATION DETAILS Stamp Scale Date Drawn Drawn By Sheet Number DCZ As shown 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 [PHONE REDACTED] [PHONE REDACTED] www.maharch.com Issues: Store 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 drawings is intended to be used in conjunction 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 ZIGGI'S COFFEE JACKSON CREEK PARKWAY MONUMENT, CO 80132 O D A R F C O L O E T O A T S D E N E C S D L AN T R . J U M P H O S M A 0 1 5 01/01/2008 Original Date of Licensure E P A S C I L T A R C H C E T Description SHEET X OF XX I1.2 FEBCO 825YA - 1 1/2" & 2" ENCLOSURE MODEL FEBCO 825YA - 3/4" & 1" BFP MODEL/SIZE X TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH GRADE. PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE 1" LARGER THAN RISER DIAMETER NOTES BPDI GUARDSHACK HGS SERIES ENCLOSURE GS-2 GS-1 EQ EQ Y CL 6" 6" 10" 1" 5" CONCRETE PAD PLAN 42" 30" 34" 22" Y X RECOMMENDATIONS. PROVIDE ENCLOSURE IN FEDERAL GREEN COLOR Y EQ C L 24" EQ L C INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE ENCLOSURE SHALL BE INSTALLED W/ GUARDSHACK ES SERIES ENCLOSURE SETTER MAY 15, 2024