Document Millcreek_doc_e35d1e1394

C-001 Cover Sheet SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 10th, 2021 RAD RADIUS REINF. REINFORCED REQ'D REQUIRED RM. ROOM SCHED. SCHEDULE SHT. SHEET SIM. SIMILAR SPEC SPECIFICATION STD. STANDARD STIFF. STIFFENER STR. STRUCTURAL SUPER. SUPERVISION T.O. TOP OF T.O.A. TOP OF ASPHALT T.O.C. TOP OF CURB T.O.F. TOP OF FOOTING T.O.S. TOP OF SLAB OR SIDEWALK T.O.W TOP OF WALL THRU. THROUGH TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VEST. VESTIBULE VNR. VENEER W.W.F. WELDED WIRE FABRIC W/ WITH W/O WITHOUT WD. WOOD L ANGLE LT. LIGHT LT. WT. LIGHT WEIGHT M.C.J. MASONRY CONTROL JOINT M.O. MASONRY OPENING MAINT. MAINTAINANCE MANUF. MANUFACTURE MAT. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MFR. MIN. MINUTE MISC. MISCELANEOUS MTL. METAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OVERHEAD OPP. OPPOSITE P.C.F. POUNDS PER CUBIC FOOT P.L.F. POUNDS PER LINEAR FOOT P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PART. PARTITION PERP. PERPENDICULAR PL. PLATE PND. PAINTED PROT. PROTECTION QTY QUANTITY E.W. EACH WAY EA. EACH EJ. EXPANSION JOINT ELEV. ELEVATION EQ. EQUAL EXIST. EXISTING EXPAN. EXPANSION EXT. EXTENSION FDN. FOUNDATION FIN. FINISH FT. FEET FTG. FOOTING GA. GAGE/ GAUGE GAL. GALLON GALV. GALVANIZED GND. GROUND GOVT. GOVERNMENT GPM GALLONS PER MINUTE HC. HANDICAPPED HDW. HARDWARE HORIZ. HORIZONTAL HR. HOUR HT. HEIGHT HYD HYDRANT I.D. INSIDE DIAMETER I.F. INSIDE FACE IN. INCHES INFO. INFORMATION INSUL. INSULATION # NUMBER @ AT A.B. ANCHOR BOLT A.S.T.M. AMERICAN SOCIETY FOR TESTING MATERIALS ABV ABOVE ALUM. ALUMINUM APROX. APPROXIMATE ARCH. ARCHITECTURAL B.M. BENCHMARK B.O. BOTTOM OF B.P. BASE PLATE BD. BOARD BITUM. BITUMINOUS BLDG. BUILDING BOT. BOTTOM BRG. BEARING BTWN. BETWEEN C.J. CONSTRUCTION JOINT C.P. CAP PLATE CER. CERAMIC CL CENTER LINE CLG. CEILING CMU. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS COORD. COORDINATE D.B.A. DEFORMED ANCHOR BAR DBL. DOUBLE DEPT. DEPARTMENT DET. DETAIL DTL DETAIL DWGS DRAWINGS E.F. EACH FACE E.S. EACH SIDE MANUFACTURES 1.04 1 1" 2 gal NEP BLU # # 0,0 0' 0' + LAYOUT PLAN SYMBOLS PLANTING LABEL IRRIGATION VALVE SYMBOL DETAIL SYMBOLS CONTROL POINT GRID LINES QUANTITY BOTANICAL NAME CONTAINER SIZE VALVE NUMBER GALLONS PER MINUTE VALVE SIZE DETAIL NUMBER SHEET NUMBER SECTION CUT LINE VIEW DIRECTION C-001 COVER SHEET D-101 DEMOLITION PLAN LS-101 SITE IMPROVEMENTS LS-301 MOUND SECTION AND ENLARGEMENT LS-401 SITE IMRPOVEMENTS DETAILS LS-501 LAYOUT PLAN SP-01 SITE PLAN GP-01 GRADING PLAN DR-01 DRAINAGE PLAN DT-01 DETAILS PL-101 PLANTING PLAN PL-401 PLANTING PLAN DETAILS IR-101 IRRIGATION PLAN IR-401 IRRIGATION PLAN DETAILS EE-001 SHEET INDEX ABBREVIATIONS AND GENERAL NOTES EE-004 ELECTRICAL SPECIFICATIONS EE-501 ELECTRICAL DETAILS EE-601 LIGHTING COMCHECK ES101 ELECTRICAL SITE PLAN ES-102 ELECTRICAL SITE CONDUIT PLAN ES-103 ELECTRICAL SITE LIGHTING CALCULATIONS ES-602 ELECTRICAL SCHEDULES IO LANDARCH 795 24TH STREET OGDEN UT 84401 SHALAE LARSEN, ASLA, PLA [EMAIL REDACTED] [PHONE REDACTED] WARD ENGINEERING 231 WEST 800 SOUTH SUITE A SALT LAKE CITY, UTAH 84101 ALEX DRAKE, P.E. [EMAIL REDACTED] [PHONE REDACTED] SPECTRUM ENGINEERS 324 SOUTH STATE STREET, SUITE 400 SALT LAKE CITY, UT MICHAEL FACKRELL [EMAIL REDACTED] [PHONE REDACTED] MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UTAH 84106 KURT S HANSEN, MPA, MCP, CPM DIRECTOR OF LEGISLATIVE SERVICES (801)214-2700 ABBREVIATIONS GRAPHIC SYMBOLS SHEET LIST LANDSCAPE ARCHITECT SITE PHOTO VICINITY MAP OWNER CIVIL ENGINEER ELECTRICAL ENGINEER AREA OF WORK SUNNYVALE PARK PHASE II ---PAGE BREAK--- E E E01 E02 E03 E04 E05 E06 E07 E09 E11 E10 E08 2 3 1 1 7 2 Demolition Plan Scale: 1" = 20'-0" 1 0 20 40 FT 4 5 6 6 2 2 7 7 7 3 8 9 8 10 SITE DEMOLITION NOTES: 1. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO DEMOLITION AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING SITE INFRASTRUCTURE AND BUILDINGS TO REMAIN, CAUSED BY THE CONSTRUCTION PROCESS. 3. THE CONTRACTOR SHALL USE A WET SAW FOR SLAB SAWING. NO JACK HAMMERS WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE OWNER'S CONSTRUCTION MANAGER. 4. ALL DEMOLITION MATERIALS NOT REUSED OR RELOCATED SHALL BE REMOVED BY THE CONTRACTOR. COORDINATE WITH THE OWNER REGARDING MATERIALS TO BE SALVAGED BY THE OWNER. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, STORING, AND PROTECTING EXISTING MATERIALS TO BE REUSED ON-SITE OR OWNER SUPPLIED MATERIALS AND EQUIPMENT UNTIL IT HAS BEEN INSTALLED AND ACCEPTED BY THE OWNER. 6. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 7. DURING DEMOLITION AND RECONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S CONSTRUCTION MANAGER ANY SAFETY BARRIERS AND/OR BARRICADES USED. Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Clear and Grub (prepare for concrete walkways) Concrete to be removed (replace with turf) Tree bed to be removed Existing Garden Boxes to Remain (14 total) Existing Utility Boxes to Remove (verify that any existing wiring is not in use prior to removing) Concrete Curb to Remove Existing Benches to be removed and relocated per Site Improvements Plan (S-101) Existing Futsal Court Existing Chainlink Fence around Futsal Court Remove existing electrical conduit and lights. Prep posts, beams and ceiling decking for new coatings. See specifications. N/A Existing Tree Report ID Botanical Name Common Name Condition Action E01 Gleditsia triacanthos Honey Locust Good Retain E02 Gleditsia triacanthos Honey Locust Good Retain E03 Gleditsia triacanthos Honey Locust Good Retain E04 Gleditsia triacanthos Honey Locust Good Retain E05 Gleditsia triacanthos Honey Locust Good Retain E06 Gleditsia triacanthos Honey Locust Good Retain E07 Gleditsia triacanthos Honey Locust Poor Remove E08 Gleditsia triacanthos Honey Locust Poor Remove E09 Gleditsia triacanthos Honey Locust Good Retain E10 Gleditsia triacanthos Honey Locust Good Remove E11 Gleditsia triacanthos Honey Locust Good Retain D-101 Demolition Plan SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 10th, 2021 E Symbol ---PAGE BREAK--- Open B4 B2 A1 A2 B1 B3 F1 F2 Site Improvements Scale: 1" = 20'-0" 1 0 20 40 FT 2 1 4 3 5 6 7 8 3 3 19 10 11 12 9 9 14 9 14 13 13 9 9 14 14 Area of Work 15 16 18 14 14 21 2 19 17 16 22 20 21 21 4 23 24 25 4 14 26 27 See LS-301 For Enlarged Play Mound Grading & Section Reference Notes 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Existing ADA Ramp New play bark mulch to match existing playground bark mulch (12" depth) New Concrete Pathways (See Civil Drawings) Custom Steel and Powder Coated Benches (See Detail LS-401/3 & LS-401/4) New Chainlink Fence to Match Existing Futsal Fence (See Detail LS-401/5) Gate (Gate on existing fence is existing) Existing Futsal Court Fence Electrical and Lighting Upgrades on Pavilion (See Electrical Drawings) New Location for Relocated Benches Chimes Panel Play Equipment by Burke Accessible Reach Drum Panel Play Equipment by Burke Voltage 3D-2746 Play Equipment by Burke Existing Light Pole New Light Poles (See Electrical Drawings) Metal Embankment Slide by Kompan 8" Wide ) (COR71050) Hill Climber Rope With EPDM, Type 4 by Kompan (COR10544) New ADA Ramp (See Civil Drawings) Play Mound (Xgrass play turf, static buildup resistant) (See Detail LS-401/2 & LS-401/1) New Playground Curb (See Civil Details) Flo Bike Rack by Landscape Forms (verify color with Landscape Architect prior to ordering) Dog Waste Station Model: 135-1003 by Thepark and Facilities Rubber Handholds (So iLL Starter Kit) Paint Pavilion Posts (see specifications) Re-Seal Beams (see specifications) Re-Install Benches on New Concrete Pads in Lawn Areas (7'x3') pad per specifications) Place additional head to existing light pole Existing Bike Repair Station LANDSCAPE NOTES: 1. ANY ALTERATIONS TO THESE DRAWINGS DURING CONSTRUCTION SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND RECORDED ON "AS BUILT" DRAWINGS BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND IMPLEMENTING EROSION CONTROL MEASURES AS NECESSARY TO ENSURE SEDIMENT DOES NOT LEAVE THE SITE THROUGH THE DURATION OF THE PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO SITE INFRASTRUCTURE AND BUILDINGS CAUSED BY THE CONSTRUCTION PROCESS. 5. AREAS DISTURBED DURING CONSTRUCTION AND GRADING ACTIVITIES SHALL BE RESTORED TO PRE-EXISTING CONDITIONS OR BETTER. 6. CONTRACTOR SHALL TEST AND AMEND EXISTING TOPSOIL TO A DEPTH OF 6" OR REMOVE AND REPLACE TOPSOIL TO A DEPTH OF 6" AS NEEDED TO CONFORM WITH TOPSOIL SPECIFICATIONS ON P-101 7. ALL FINISHED GRADE SHALL DRAIN AWAY FROM THE HOUSE TO A MINIMUM 1% FOR 10'. 8. CONTRACTOR SHALL STAKE THE LOCATION OF ALL SITE IMPROVEMENTS FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO COMMENCING INSTALLATION. 9. IF FIELD CONDITIONS ARE DIFFERENT THAN SHOWN AT THE PLAN, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK. 10. IF A CONFLICT OCCURS BETWEEN DRAWINGS, DRAWINGS AND SPECIFICATIONS, SPECIFICATIONS AND DIVISIONS, OR BETWEEN OTHER PARTS OF THESE CONSTRUCTION DOCUMENTS OR THESE DOCUMENTS AND ANY CODE REQUIREMENTS, THE CONTRACTOR MAY REQUEST CLARIFICATION DURING THE BIDDING PERIOD. OTHERWISE, THE MOST STRINGENT REQUIREMENTS SHALL APPLY AND BE PART OF THE CONTRACT AT NO ADDITIONAL COST TO THE OWNER. 11. ALL WORK AND MATERIALS SHALL BE IN FULL CONFORMANCE WITHTHE LATEST FEDERAL, STATE, AND LOCAL CODES, LAWS, AND ORDINANCES, INCLUDING THEIR MOST RECENT REVISIONS, AMENDMENTS, AND INTERPRETATIONS. 12. THE GENERAL CONTRACTOR SHALL BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR IMMEDIATE RESOLUTION ANY NON-CONFORMING CONDITIONS WHICH MAY BE FOUND IN EXISTING FIELD CONDITIONS. 13. PATCH AND REPAIR ANY DAMAGE TO ANY SURFACE, EQUIPMENT EXT. NOT IN THE SCOPE OF WORK. 14. CONTRACTOR IS TO LIMIT WORK TO AREAS INDICATED. 15. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT IF THERE ARE ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS, DIMENSIONS, OR OTHER WORK SHOWN IN THE CONTRACT DOCUMENTS. 16. AFTER DEMOLITION HAS BEEN COMPLETED AND PRIOR TO ALL CONSTRUCTION ACTIVITIES THE CONTRACT IS TO LAYOUT PROPOSED IMPROVEMENTS USING CHALK OR OTHER NONPERMANENT MARKING DEVICE. LAYOUT IS TO BE VERIFIED BY THE PROJECT LANDSCAPE ARCHITECT. LS-101 Site Improvements Plan SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 10th, 2021 Symbol ---PAGE BREAK--- LS-301 Mound Section and Enlargement SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 10th, 2021 420-8 420-9 420-10 420-11 420-7 420 7 420 8 420 9 421 0 421 0 420 9 420 8 420 6 420 6 420 7 Mound Enlargement Scale: 3/16" = 1'-0" 2 0 20 40 FT Play Turf Edge Detail X/LS-401 Play Bark Embankment Slide, See Cut Sheet Turf Grass Play Turf Edge Detail X/Ls-401 Trench Drain 4" Compacted Road Base Under Play Turf Playmound Section Scale: 3/16" = 1'-0" 1 0 20 40 FT 1 LS-301 1 LS-301 ---PAGE BREAK--- SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 9th, 2021 STEEL WRAP CONTINUOUS WELD ALL OUTSIDE SEE CONCRETE SURFACE 1'-6" 1'-6" L- BRACKET BOLTED TO CONCRETE & BENCH BOLTED TO OUTSIDE OF BRACKET VARIES All steel components shall be Powder Coated. Powder Coating to comply with ASTM D7803, Zinc (Hot Dipped Galvanized) coated Iron and Steel product and hardware surfaces for powder coating. Contractor shall provide submittals and shop drawings of all powder coated materials. 1/8" STEEL PLATE 1/4" RADIUS ALL CORNERS SPOT WELD INSIDE Custom Bench Detail Scale: 1 1/2" = 1'-0" 4 LS- 401 Site Improvements Details 1'-0" Grass Mix Compacted Soil Anchor 14GA X 4" Black Steel Edging COL-MET or Similar, Install Per MFG Recommendations Turf 1" Staples Placed in Board through Turf Pressure Treated 2x4 Nailer Board 4" Compacted Road Base 4" Larger Stone Aggregate (down to dust) Play Turf Installed Scale: 1:5 2 MAX.} MAX.} OR MAX.} CORNER POST CAP (TYP.) TENSION BANDS TENSION BAR 3-1/2" DIA. TERMINAL POST (PVC BLACK RAIL END ASSEMBLY LINE POST CAP (TYP.) RAIL (PVC COATED 1-3/4" DIA. TOP 4'-0" - 9 GA. 2" MESH PVC COATED LINK FENCE 2-1/2" DIA. INTERMEDIATE POST COATED STEEL PIPE) STEEL PIPE) (PVC BLACK COATED PIPE) Black PVC Coated Chain Link Fence Scale: 1:200 5 24'-3 7/8" 20'-6 1/4" 23'-10" 17'-11" 24'-9" 19'-8" 24'-8" 19'-8" 26'-1" 21'-7 1/2" Custom Benches Scale: 3/32" = 1'-0" 3 6" PERFORATED PIPE 1/2"-1.5" LOOSE GRAVEL LINE TRENCH IN FILTER FABRIC COMPACTED ROAD-BASE PER MFG INSTALLATION REQUIREMENTS COMPACTED OR UNDISTURBED SOIL PER MFG INSTALLATION REQUIREMENTS REMOVE & RE-INSTALL EXISTING PLAY-BARK MULCH TO EXISTING DEPTH PLAYGROUND TURF 1'-0" 1'-6" Play Mound to Play Bark Edge Detail Scale: 1:10 1 ---PAGE BREAK--- Open B4 B2 A1 A2 B1 B3 F1 F2 (0,0) Layout Plan Scale: 1" = 20'-0" 1 0 20 40 FT Area of Work 22'-2" 29'-4" 19'-11" 19'-8" 29'-1" 15'-9" 23'-4" 3'-2" 7'-8" 3'-8" 4'-4" 4'-5" 35'-3" 3'-8" 3'-2" 22'-5" 5'-4" 18'-8" 33'-2" 50'-2" 64'-9" 1'-6" 1'-6" 1'-6" 1'-6" 7'-11" 8'-7" 29'-10" 1'-7" 15'-9" 24'-7" 10'-8" 13'-5 3/8" 9'-2" 2'-6" 26'-1" 8'-0" 5'-0" 10'-0" 10'-0" 10' spacing typical for all grid lines 10' spacing typical for all grid lines 24'-10" 23'-5" SITE LAYOUT NOTES: 1. LANDSCAPE ARCHITECT SHALL BE CONSULTED BEFORE ANY WORK SHALL COMMENCE. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHERE MEASURED UNLESS OTHERWISE INDICATED. 4. ALL LAYOUT AND GRADE WORK IS AS PER DRAWINGS AND SPECIFICATIONS. 5. ALL HARDSCAPE LAYOUT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT AND CONSTRUCTION. 6. WHEN THE WRITTEN DIMENSION IS DIFFERENT FROM THE SCALED DIMENSION, THE WRITTEN DIMENSION SHALL PREVAIL AND THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK IN THE ARE IN QUESTION. LS-501 Layout Plan SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 10th, 2021 ---PAGE BREAK--- 4207 4207 4207 4207 4207 4207 4207 4207 4208 4209 4210 4210 4209 4208 4207 4206 4206 4207 4207 4207 4207 4207 4208 4208 4208 4208 4208 4208 4208 4208 4208 4208 4208 4206 4206 4206 4206 4206 4206 4205 4205 4205 4204 4204 4209 4210 4208 4208 4209 4209 4209 4209 4210 4210 4209 4210 4211 4211 4211 4211 4211 4211 4211 4211 4209 4209 4210 4211 N 0°02'20" W 1 S 88°52'02" E 102.70' N 0°02'20" W 231.42' S 87°29'40" W 451.96' S 1°19'10" W 153.24' S 2°05'50" E 104.93' E E 15.9' 26.1' 28.4' 22.9' 24.7' 11.1' 24.7' 15.8' 3.2' 3.2' R45.3' R7.5' R6.9' R7.3' R7.1' 18.8' R10.8' R10.5' Planning Engineering Surveying REVISIONS CHECKED BY: DRAWN BY: DESIGN BY: DATE: Salt Lake City, Utah 84101 231 West 800 South SHEET 4013 SOUTH 700 WEST MILLCREEK, UTAH 84123 FILENAME: O:\IO design\Sunnyvale Park\engineering\Phase 2\Design\Site Plan.dwg TAB: Site Plan PLOT DATE AND TIME: 2/4/2021 4:47 PM Ward Engineering Group DO NOT SCALE THIS DRAWING. DRAWING IS REDUCED IF LESS THAN 22-in x 34-in - DIMENSIONS AND NOTES TAKE PRECEDENCE SUNNYVALE PARK - PHASE 2 CALL BEFORE YOU DIG. (TOLL-FREE) 1-[PHONE REDACTED] 208-2100 (SALT LAKE METRO) 148 EAST 13200 SOUTH PO BOX 1517 DRAPER, UTAH 84020-1517 IT'S FREE & IT'S THE LAW JOB No: DWG: CLIENT: PH: 801 . 487 . 8040 IO DESIGN COLLABORATIVE 4802-IODESIGN03-19 BHT 02/04/2021 AMD SITE PLAN.DWG AMD SP-01 SITE PLAN Scale 1" = 20' 20 0 20 40 60 INSTALL CONCRETE FLATWORK A=426.5 SF DT-01 1 INSTALL CONCRETE FLATWORK A=711.7 SF DT-01 1 INSTALL CONCRETE SIDEWALK A=60.7 SF DT-01 3 INSTALL CONCRETE SIDEWALK A=60.1 SF DT-01 3 INSTALL TYPE P CONCRETE CURB WALL L=60.5 LF DT-01 2 INSTALL TYPE P CONCRETE CURB WALL L=15.8 LF DT-01 2 PROPOSED LIGHT POLE (SEE ARCH. PLANS) PROPOSED LIGHT POLE (SEE ARCH. PLANS) PROPOSED PLAY MOUND MATERIAL (SEE ARCH. PLANS) EXIST 8' SIDEWALK EXIST 8' SIDEWALK EXIST BASKETBALL COURT EXIST BASKETBALL COURT EXIST RESTROOM BUILDING EXIST COVERED PICNIC TABLES EXIST BENCHES (TYP) (SEE ARCH. PLANS) EXIST 8' SIDEWALK EXIST 8' SIDEWALK EXIST GARDEN BEDS UNLESS OTHERWISE STATED OR MODIFIED BY THESE PLANS AND PLAN SPECIFICATIONS, THIS PROJECT SHALL CONFORM TO APWA (2017) STANDARD DRAWINGS AND STANDARD SPECIFICATIONS, WHETHER OR NOT THEY ARE EXPLICITLY REFERENCED OR PROVIDED HEREIN. NOTES: 1. CONTRACTOR SHALL CLEAR AND GRUB ALL DILATERIUS MATERIAL, VEGITATION, AND DEBRIS ON THE SITE. 2. CONTRACTOR IS RESPONSIBLE TO REMOVE AND DISPOSE OF ALL CLEARING AND GRUBBING MATERIALS AND OTHER DEBRIS REMOVED AS REQUIRED TO DEVELOPE SITE. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS MATERIALS EXCAVATED. 4. CONTRACTOR SHALL PROVIDE ALL IMPORTED MATERIALS REQUIRED TO BRING THE SITE TO LINE AND GRADE AS SHOWN ON THIS PLAN. FURNISH A-1 MATERIAL FOR IMPORTED MATERIAL (ASTM D-3282). 5. COMPACT ALL NATIVE AND IMPORTED MATERIALS TO 90% MAXIMUM DRY DENSITY USING MODIFIED PROCTOR COMPACTION EFFORT (ASTM D-1557). THIS IS SEPARATE FROM THE COMPACTION OF THE FINISHED GRADE MATERIALS, WHICH SHOULD FOLLOW COMPACTION GUIDELINES AND WRITEN SPECIFICATIONS ON ARCHITECTURAL PLAN SHEET S-101 6. PROVIDE INDEPENDENT COMPACTION QUALITY CONTROL CERTIFICATION. PROVIDE 3 TESTS PER DAYS PRODUCTION. 7. MAXIMUM LIFT OF EARTHWORK SHALL BE 6 INCHES. EXIST CONCRETE DRIVE EXIST CONCRETE DRIVE 700 WEST EXIST BENCHES (TYP) (SEE ARCH. PLANS) EXIST BENCHES (TYP) (SEE ARCH. PLANS) EX LIGHT POLE (TYP) EX LIGHT POLE (TYP) PROPOSED LIGHT POLE (SEE ARCH. PLANS) INSTALL 5'X6' CONCRETE RAMP PROPOSED LIGHT POLE (SEE ARCH. PLANS) PROPOSED LIGHT POLE (SEE ARCH. PLANS) PROPOSED LIGHT POLE (SEE ARCH. PLANS) REFINISHED BENCHES (TYP) (SEE ARCH. PLANS) AREA OF PROPOSED WORK DT-01 3 INSTALL TYPE P CONCRETE CURB WALL L=6.0 LF(EACH) DT-01 2 ---PAGE BREAK--- 4207 4207 4207 4207 4207 4207 4207 4207 4208 4209 4210 4210 4209 4208 4207 4206 4206 4207 4207 4207 4207 4207 4208 4208 4208 4208 4208 4208 4208 4208 4208 4208 4208 4206 4206 4206 4206 4206 4206 4205 4205 4205 4204 4204 4209 4210 4208 4208 4209 4209 4209 4209 4210 4210 4209 4210 4211 4211 4211 4211 4211 4211 4211 4211 4209 4209 4210 4211 N 0°02'20" W 1 S 88°52'02" E 102.70' N 0°02'20" W 231.42' S 87°29'40" W 451.96' S 1°19'10" W 153.24' S 2°05'50" E 104.93' EG=4207.89 EG=4207.67 EG=4207.79 EG=4207.26 EG=4208.56 EG=4208.03 MATCH EX. =4207.07 MATCH EX. =4207.03 MATCH EX. =4207.45 MATCH EX. =4207.10 MATCH EX. =4207.48 MATCH EX. =4207.53 MATCH EX. TBC=4207.27 MATCH EX. TBC=4207.82 MATCH EX. TBC=4207.82 MATCH EX. TBC=4207.52 MATCH EX. TBC=4207.03 MATCH EX. TBC=4206.97 MATCH EX. =4206.94 MATCH EX. =4206.98 MATCH EX. =4207.53 EG=4207.21 EG=4207.99 EG=4208.70 EG=4208.20 EG=4208.01 LOW POINT EG=4208.29 -2.46% -2.53% -2.26% -0.63% -0.59% -0.93% -2.02% -0.89% -1.46% -1.14% -1.10% -1.25% -1.21% -1.15% -39.07% -33.77% -20.41% -14.84% -10.37% -9.67% -3.46% -0.92% -0.76% -0.76% -1.82% -2.29% -1.50% -1.53% -2.63% -0.85% -1.14% -3.36% -3.11% -3.74% -2.87% -2.17% -1.40% -1.07% -13.29% -13.68% -11.55% -20.80% -9.92% -4.56% -8.39% -3.46% -1.05% -0.59% -0.50% -2.24% -0.86% -0.52% Ex. TBC=4208.19 Ex. TBC=4206.88 Ex. TBC=4207.30 Ex. TBC=4208.26 Ex. TBC=4208.09 -1.22% -1.23% -1.37% -2.62% -7.10% -23.79% Ex. TBC=4207.12 Ex. TBC=4207.05 EG=4206.99 EG=4209.76 EG=4209.56 EG=4207.38 MATCH EX. =4207.07 EG=4207.20 EG=4207.19 E E Planning Engineering Surveying REVISIONS CHECKED BY: DRAWN BY: DESIGN BY: DATE: Salt Lake City, Utah 84101 231 West 800 South SHEET 4013 SOUTH 700 WEST MILLCREEK, UTAH 84123 FILENAME: O:\IO design\Sunnyvale Park\engineering\Phase 2\Design\Grading Plan.dwg TAB: Grading Plan PLOT DATE AND TIME: 2/4/2021 4:47 PM Ward Engineering Group DO NOT SCALE THIS DRAWING. DRAWING IS REDUCED IF LESS THAN 22-in x 34-in - DIMENSIONS AND NOTES TAKE PRECEDENCE SUNNYVALE PARK - PHASE 2 CALL BEFORE YOU DIG. (TOLL-FREE) 1-[PHONE REDACTED] 208-2100 (SALT LAKE METRO) 148 EAST 13200 SOUTH PO BOX 1517 DRAPER, UTAH 84020-1517 IT'S FREE & IT'S THE LAW JOB No: DWG: CLIENT: PH: 801 . 487 . 8040 IO DESIGN COLLABORATIVE 4802-IODESIGN03-19 BHT 02/04/2021 AMD GRADING PLAN.DWG AMD GP-01 GRADING PLAN Scale 1" = 20' 20 0 20 40 60 UNLESS OTHERWISE STATED OR MODIFIED BY THESE PLANS AND PLAN SPECIFICATIONS, THIS PROJECT SHALL CONFORM TO APWA (2017) STANDARD DRAWINGS AND STANDARD SPECIFICATIONS, WHETHER OR NOT THEY ARE EXPLICITLY REFERENCED OR PROVIDED HEREIN. NOTES: 1. CONTRACTOR SHALL CLEAR AND GRUB ALL DILATERIUS MATERIAL, VEGITATION, AND DEBRIS ON THE SITE. 2. CONTRACTOR IS RESPONSIBLE TO REMOVE AND DISPOSE OF ALL CLEARING AND GRUBBING MATERIALS AND OTHER DEBRIS REMOVED AS REQUIRED TO DEVELOPE SITE. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS MATERIALS EXCAVATED. 4. CONTRACTOR SHALL PROVIDE ALL IMPORTED MATERIALS REQUIRED TO BRING THE SITE TO LINE AND GRADE AS SHOWN ON THIS PLAN. FURNISH A-1 MATERIAL FOR IMPORTED MATERIAL (ASTM D-3282). 5. COMPACT ALL NATIVE AND IMPORTED MATERIALS TO 90% MAXIMUM DRY DENSITY USING MODIFIED PROCTOR COMPACTION EFFORT (ASTM D-1557). THIS IS SEPARATE FROM THE COMPACTION OF THE FINISHED GRADE MATERIALS, WHICH SHOULD FOLLOW COMPACTION GUIDELINES AND WRITEN SPECIFICATIONS ON ARCHITECTURAL PLAN SHEET S-101 6. PROVIDE INDEPENDENT COMPACTION QUALITY CONTROL CERTIFICATION. PROVIDE 3 TESTS PER DAYS PRODUCTION. 7. MAXIMUM LIFT OF EARTHWORK SHALL BE 6 INCHES. 8. INSTALLATION OF PLAYGROUND SURFACE WILL REQUIRE THE REMOVAL (CLEAR & GRUB) OF EXISTING SOD/TOP SOIL. SEE ARCHITECTURAL PLANS FOR DETAILS ON SURFACE, SURFACE DEPTH, REQUIRED LANDSCAPE REMOVAL AND ANY ADDITIONAL INSTALLATION INSTRUCTIONS AND SPECIFICATIONS. 9. THE CURB WALLS AT RAMP SHALL MATCH GRADE OF RAMP. CONTRACTOR CAN REDUCE HEIGHT OF CURB WALL TO MATCH THE FINISHED GRADE OF THE RAMP, WHILE KEEPING THE BOTTOM OF CURB WALL CONSTANT WITH THE BOTTOM OF THE CURB WALL FOR THE PLAYGROUND PERIMETER. SEE NOTE 8 700 WEST FG=4207.02 SEE NOTE 9 -8.33% ---PAGE BREAK--- Planning Engineering Surveying REVISIONS CHECKED BY: DRAWN BY: DESIGN BY: DATE: Salt Lake City, Utah 84101 231 West 800 South SHEET 4013 SOUTH 700 WEST MILLCREEK, UTAH 84123 FILENAME: O:\IO design\Sunnyvale Park\engineering\Phase 2\Design\Drainage Exhibit.dwg TAB: Drainage Exhibit PLOT DATE AND TIME: 2/4/2021 4:47 PM Ward Engineering Group DO NOT SCALE THIS DRAWING. DRAWING IS REDUCED IF LESS THAN 22-in x 34-in - DIMENSIONS AND NOTES TAKE PRECEDENCE SUNNYVALE PARK - PHASE 2 CALL BEFORE YOU DIG. (TOLL-FREE) 1-[PHONE REDACTED] 208-2100 (SALT LAKE METRO) 148 EAST 13200 SOUTH PO BOX 1517 DRAPER, UTAH 84020-1517 IT'S FREE & IT'S THE LAW JOB No: DWG: CLIENT: PH: 801 . 487 . 8040 IO DESIGN COLLABORATIVE 4802-IODESIGN03-19 Scale 1" = 20' 20 0 20 40 60 PHASE 1 DRAINAGE BASIN LEGEND LANDSCAPE AREA BHT 02/04/2021 AY DRAINAGE EXHIBIT.DWG AMD DR-01 DRAINAGE PLAN PHASE 2 DRAINAGE BASIN NOTES: 1. CALCULATIONS SHOWN ON THIS SHEET ARE FOR THE PHASE 2 DRAINAGE BASIN ONLY. CALCULATIONS FOR THE PHASE 1 DRAINAGE BASIN CAN BE FOUND IN THE PHASE 1 CONSTRUCTION PLANS. 2. CURRENT CALCULATIONS PROVIDED AS A COMPARISON OF EXISTING CONDITIONS TO PROPOSED CONDITIONS. UNDER EXISTING CONDITIONS THERE IS NO STORM MANAGEMENT. 3. THE AREA OF NEW IMPERVIOUS SURFACE (IE CONCRETE, PLAY MOUND MATERIAL, ETC) OFFSETS THE AREA OF NEW LANDSCAPING. 3.1. AREA OF NEW IMPERVIOUS SURFACE: 1,200 SF 3.2. AREA OF NEW LANDSCAPE: 1,200 SF DRAINAGE SUMMARY: NO STORM DRAIN FACILITIES NEEDED. SEE CALCULATIONS AND NOTES BELOW. ---PAGE BREAK--- Planning Engineering Surveying REVISIONS CHECKED BY: DRAWN BY: DESIGN BY: DATE: Salt Lake City, Utah 84101 231 West 800 South SHEET 4013 SOUTH 700 WEST MILLCREEK, UTAH 84123 FILENAME: O:\IO design\Sunnyvale Park\engineering\Phase 2\Design\Details.dwg TAB: DT-01 PLOT DATE AND TIME: 2/4/2021 4:47 PM Ward Engineering Group DO NOT SCALE THIS DRAWING. DRAWING IS REDUCED IF LESS THAN 22-in x 34-in - DIMENSIONS AND NOTES TAKE PRECEDENCE SUNNYVALE PARK - PHASE 2 CALL BEFORE YOU DIG. (TOLL-FREE) 1-[PHONE REDACTED] 208-2100 (SALT LAKE METRO) 148 EAST 13200 SOUTH PO BOX 1517 DRAPER, UTAH 84020-1517 IT'S FREE & IT'S THE LAW JOB No: DWG: CLIENT: PH: 801 . 487 . 8040 IO DESIGN COLLABORATIVE 4802-IODESIGN03-19 BHT 02/04/2021 AMD DETAILS.DWG AMD DT-01 TYPICAL DETAILS NTS 1 Concrete Flatwork Detail SEE NOTE 1 2% 1/4 T CONTROL JOINT CONSTRUCTION JOINT W/ JOINT FILLER T VARIES 5" MIN. 5"X5" - W1.4 X W1.4 WWF OR #3 BARS @ 18" O.C. EACH WAY 5" 4" UNTREATED BASE COURSE NATIVE COMPACTED TO 95 PERCENT MODIFIED PROCTOR 4,000 PSI CONCRETE 1 1/2" CLR. NON-REINFORCED REINFORCED NOTES: 1. UNTREATED BASE COURSE: PROVIDE MATERIAL AS PER SPECIFICATIONS. DO NOT USE GRAVEL OR SEWER ROCK. PLACE AS PER SPECIFICATIONS. COMPACT AS STATED IN SPECIFICATIONS TO A MODIFIED PROCTOR DENSITY OF 95 PERCENT OR GREATER. 2. MAXIMUM LIFT THICKNESS IS 8-INCHES BEFORE COMPACTION. 3. UNLESS SHOWN OTHERWISE, PROVIDE 1/2 INCH RADIUS ON CONCRETE EDGES EXPOSED TO PUBLIC VIEW. 4. ALL CONCRETE DYE FOR COLORED CONCRETE SHALL BE MIXED IN THE TRUCK FOR UNIFORM COLOR THROUGHOUT 5. CONTRACTION JOINTS (CRACK CONTROL JOINT) - JOINT SPACING MEASURED IN FEET SHALL NOT EXCEED TWICE THE SLAB THICKNESS MEASURED IN INCHES OR 15 FEET MAXIMUM. - JOINTS SHALL NOT BE LAID OUT EXCEEDING A DIMENSIONAL RATION OF 1.5:1 IN ANY DIRECTION. - JOINT DEPTH = T/3 WHERE T IS THE DEPTH OF CONCRETE SLAB IN INCHES - USE MECHANICAL CONTROL JOINT-VOID FORMER IN LIEU OF SAW CUTTING OR TOOLING IS ACCEPTABLE. 6. CONSTRUCTION JOINTS - SPACING SHALL BE ACCORDING TO CONTRACTION JOINTS. - PROVIDE A KEYWAY AT 1”X3” NOMINAL. - PROVIDE SMOOTH DOWELS (DIAMOND DOWEL SYSTEMS) ACCORDING TO SPACING RECOMMENDATIONS PROVIDED BY MANUFACTURE. PROVIDE DATA SHEETS TO ENGINEER FOR APPROVAL. - IF DEFORMED BAR IS TO USED IN A CONSTRUCTION JOINT IT MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION AND A SLEEVE SHALL BE PROVIDED FOR MOVEMENT. PROVIDE #5 BAR @ 14' O.C. - PROVIDE AN EXPANSION CAP ON END OF DOWEL BAR. - PLACE JOINT FILLER TO FULL VERTICAL DEPTH, SECURING FILLER TO FORMWORK OR OTHER TO PREVENT MOVEMENT. WHEN BUTTED TOGETHER, DO NOT LEAVE VOIDS OR GAPS BETWEEN FILLER UNITS. 7. PROVIDE A JOINT LAYOUT PLAN FOR APPROVAL BEFORE CONCRETE IS FORMED OR POURED, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC. RELATIVE TO WORK.. NTS 2 Type P Concrete Curb Detail (APWA 2017 STD DWG 209) NTS 3 Concrete Sidewalk Detail NOTES: 1. UNTREATED BASE COURSE: PROVIDE MATERIAL AS PER SPECIFICATIONS. DO NOT USE GRAVEL OR SEWER ROCK. PLACE AS PER SPECIFICATIONS. COMPACT AS STATED IN SPECIFICATIONS TO A MODIFIED PROCTOR DENSITY OF 95 PERCENT OR GREATER. MAXIMUM LIFT THICKNESS IS 8-INCHES BEFORE COMPACTION. 2. CONCRETE: SIDEWALKS SHALL BE CONSTRUCTED OF 4000 PSI CONCRETE AND BE A MINIMUM OF 4 INCHES THICK. PLACE PER SPECIFICATIONS. A. IF NECESSARY, PROVIDE CONCRETE THAT ACHIEVES DESIGN STRENGTH IN LESS THAN 7 DAYS. USE CAUTION, HOWEVER AS SPIDER CRACKS DEVELOP IF AIR TEMPERATURE EXCEEDS 90 DEGREES B. UNLESS SHOWN OTHERWISE, PROVIDE 1/2 INCH RADIUS ON CONCRETE EDGES EXPOSED TO PUBLIC VIEW. SEE NOTE 1 2% 3. EXPANSION JOINTS: FULL DEPTH 1/2 INCH THICK TYPE F1 JOINT FILLER MATERIAL PER SPECIFICATIONS. SET TOP OF FILLER FLUSH WITH SURFACE FOR CONCRETE. PLACE JOINTS TO MATCH EXPANSION JOINT LOCATIONS IN SIDEWALK. 4. CONTRACTION JOINTS: MAKE CONTRACTION JOINTS VERTICAL. A. MAKE JOINTS AT LEAST 1/8 INCH WIDE AND 1 INCH DEEP OR 1/4 SLAB THICKNESS IF THE SLAB IS GREATER THAN 4 INCHES THICK. B. PROVIDE A 1/2 INCH RADIUS TOOLED UP C. MAXIMUM LENGTH TO WIDTH RATIO FOR NON SQUARE PANELS IS 1.5 TO 1. D. MAXIMUM PANEL LENGTH IS 15 FEET. w (1.5)w 60.0' EXPANSION JOINT CONTRACTION JOINT SEE NOTE 5 SEE NOTE 2 1/4 T CONTRACTION JOINT 6" MIN. EXPANSION JOINT T VARIES 4" MIN. TYPE P CONCRETE CURB WALL 5' 4" MIN. ---PAGE BREAK--- Open B4 B2 A1 A2 B1 B3 F1 F2 E01 E02 E03 E04 E05 E06 E09 E11 Cer can Cer can Cer can Cer can Cer can Cer can Cer can Planting Plan Scale: 1" = 20'-0" 1 0 20 40 FT Area of Work PLANTING NOTES: 1. ANY ALTERATIONS TO THESE DRAWINGS DURING CONSTRUCTION SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND RECORDED ON ““AS BUILT”” DRAWINGS BY THE CONTRACTOR. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY ASSOCIATION INC. 3. ALL PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN, UNLESS OTHERWISE NOTED ON THE PLANTS LIST. 4. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE ONLY AS APPROVED THE lANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO SITE. 7. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8. STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9. ALL PLANT BEDS TO RECEIVE 3" COMPOSTED BARK MULCH. 10. ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES PER SPECIFICATIONS. 11. ANY DAMAGE TO THE LAWN MUST BE FIXED WITH MATCHING SOD, NOT SEED. PLANT LIST Image ID Qty Common Name Botanical Name Scheduled Size Cer can 7 Eastern Redbud Cercis canadensis 5 gal PL-101 Planting Plan SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 10th, 2021 Patch & Repair Lawn Areas 4,277 sf Match Existing Sod Existing Tree ---PAGE BREAK--- SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 February 19th 2021 TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED PLACE BALL ON UNDISTURBED SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD ROOT FLARE SHALL BE EXPOSED; MULCH SHOULD NOT BE WITHIN 4" OF TREE TRUNK 4'-0" MIN. FOR ALL FALL PLANTING, WRAP TRUNK AS SPECIFIED TO 2ND LOWEST BRANCH. REMOVE THE FOLLOWING SPRING. UNDISTURBED SUBGRADE FINISHED GRADE INSTALL TREE PLUMB 1 1 1 1 TURFGRASS W/ SHOVEL CUT EDGE Tree Planting Scale: 1:20 2 PL- 401 Planting Plan Details SHAVING COMPLETE SHAVING PROCESS BEFORE SHAVING Shave root ball here to remove all roots growing on periphery. Notes: 1- Shaving to be conducted using a sharp blade or hand saw eliminating no more than needed to remove all roots on the periphery of root ball. 2- Shaving can be performed just prior to planting or after placing in the hole. Root tips exposed at periphery of root ball. All roots growing around periphery are removed. Shave outer periphery of the root ball a maximum of 2" thick. URBAN TREE FOUNDATION© 2014 OPEN SOURCE FREE TO USE Root Ball Shaving Container Scale: 3" = 1'-0" 1 ---PAGE BREAK--- H Open B4 B2 A1 A2 B1 B3 F1 F2 Irrigation Plan Scale: 1" = 20'-0" 1 0 20 40 FT Area of Work 2 1 1 1 1 1 3 4 5 6 IR-101 Irrigation Plan SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 March 10th, 2021 Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. Spray Irrigation Existing Zones: Cut and cap and relocate spray heads as required to maintain head to head coverage and matched precipitation rates on modified and extended turf areas. New 1" lateral line to garden boxes, connect to existing valve Hose Bib (connect to pressurized manline) Existing Drip Valve: Verify location and type with Landscape Architect. If not a low-flow, drip type valve, replace with - Low Flow Control Zone Kit with 1 in. Low Flow Valve and 1 in. Pressure Regulating Filter Irrigation Trench: Sawcut and trench new 18" deep lateral line, backfill trench per detail (IR-401/2) and top with 4" layer of wasatch grey stone chat. Dripline in Garden Boxes (See detail IR-401/4) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Symbols H IRRIGATION NOTES: 1. IF A CONFLICT OCCURS BETWEEN DRAWINGS, DRAWINGS AND SPECIFICATIONS, SPECIFICATIONS AND DIVISIONS, OR BETWEEN OTHER PARTS OF THESE CONSTRUCTION DOCUMENTS OR THESE DOCUMENTS AND ANY CODE REQUIREMENTS, THE CONTRACTOR MAY REQUEST CLARIFICATION DURING THE BIDDING PERIOD. OTHERWISE, THE MOST STRINGENT REQUIREMENTS SHALL APPLY AND BE PART OF THE CONTRACT AT NO ADDITIONAL COST TO THE OWNER. 2. ALL WORK AND MATERIALS SHALL BE IN FULL CONFORMANCE WITH THE LATEST FEDERAL, STATE, AND LOCAL CODES, LAWS, AND ORDINANCES, INCLUDING THEIR MOST RECENT REVISIONS, AMENDMENTS, AND INTERPRETATIONS. 3. THE GENERAL CONTRACTOR SHALL BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR IMMEDIATE RESOLUTION ANY NON-CONFORMING CONDITIONS WHICH MAY BE FOUND IN EXISTING FIELD CONDITIONS. 4. PATCH AND REPAIR ANY DAMAGE TO ANY SURFACE, EQUIPMENT EXT. NOT IN THE SCOPE OF WORK. 5. CONTRACTOR IS TO LIMIT WORK TO AREAS INDICATED. 6. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT IF THERE ARE ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS, DIMENSIONS, OR OTHER WORK SHOWN IN THE CONTRACT DOCUMENTS. 7. AFTER DEMOLITION HAS BEEN COMPLETED AND PRIOR TO ALL CONSTRUCTION ACTIVITIES, THE CONTRACTOR IS TO LAYOUT PROPOSED IMPROVEMENTS USING CHALK OR OTHER NONPERMANENT MARKING DEVICE. LAYOUT IS TO BE VERIFIED BY THE PROJECT ARCHITECT. 8. ANY ALTERATIONS TO THESE DRAWINGS DURING CONSTRUCTION SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND RECORDED ON “AS BUILT” DRAWINGS BY THE CONTRACTOR. 9. IRRIGATION CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO CONSTRUCTION. COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER UTILITIES AND PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN IRRIGATION PIPING, PLANT PITS, AND OTHER UTILITIES. SOME UTILITIES NOT SHOWN FOR PLAN CLARITY. 10. THIS SYSTEM IS DIAGRAMMATIC. SYSTEM COMPONENTS MAY BE SHOWN IN PAVED AREAS, BUILDINGS, AND OUTSIDE PROPERTY LINES FOR PLAN CLARITY. 11. TRENCHING WITHIN THE DRIP LINE OF EXISTING TREES SHALL BE DONE BY HAND. 12. CONNECT DRIP EMITTER ASSEMBLY TO NEAREST LATERAL LINE. 13. AS INSTALLATION OCCURS, CONTRACTOR IS REQUIRED TO PREPARE ACCURATE RECORD DRAWINGS PER THE SPECIFICATIONS. RECORD DRAWINGS TO BE SUBMITTED BEFORE FINAL INSPECTION. 14. ALL LINES RUNNING UNDER SIDEWALKS, PATIOS, AND PAVED AREAS SHALL BE RUN THROUGH A PVC SLEEVE. 15. CONNECT TWO-WIRE SYSTEM WIRING TO THE EXISTING VALVE, 80' EAST OF THE BRIDGE. WIRING TO BE IN CONDUIT. 16. WILLFUL INSTALLATION OF THIS WORK WHEN IT IS OBVIOUS THERE EXISTS JOB/SITE DISCREPANCIES ON PLANS THAT ARE DETRIMENTAL TO THE PROJECT AND THAT SHOULD BE BROUGHT TO THE ATTENTION OF THE THE OWNER OR LANDSCAPE ARCHITECT WILL BE BACK CHARGED TO THE INSTALLER. THE INSTALLER ASSUMES FULL RESPONSIBILITY TO CORRECT THE WORK AT HIS OWN EXPENSE IF HE FAILS TO GIVE THE REQUIRED NOTIFICATION FOR RESOLUTION. 17. SEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. ---PAGE BREAK--- SHEET: PROJECT CONSULTANTS GENERAL NOTES/ revisions STAMP PROJECT NUMBER DATE: 4013 South 700 West Millcreek, Utah 84123 SUNNYVALE PARK PHASE II 20.034 February 19th 2021 2" MIN. 6" MIN. COMPACTED BACKFILL FREE FROM ROCKS GREATER THAN 1" IN DIAMETER. PIPE DEPTHS: MAIN LINE: 18" COVER LATERAL LINE: 12" COVER NOTE: SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS. MORTAR SAND BEDDING MIN. 2" BELOW AND ABOVE PIPE DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES; TAPE AND BUNDLE AT 10' O.C. PLACE 6" UNDER OR TO EITHER SIDE OF PIPE PRESSURE MAIN LINE TOPSOIL FREE FROM ROCKS GREATER THAN 1" DIAMETER ADJACENT HARD SURFACE 1 2 3 4 6 7 5 8 1 2 3 4 5 6 7 7 8 Irrigation Trenching Scale: 1:10 2 1 2 3 4 5 9 6 10 11 7 8 9 6 12 2 1 2 3 4 5 6 7 8 9 10 11 12 SIDE VIEW TOP VIEW FINISH GRADE STANDARD VALVE BOX WITH COVER: RAIN BIRD VB-STD WATERPROOF CONNECTION: RAIN BIRD DB SERIES VALVE ID TAG 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING FILTER: RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-100-PRF KIT) PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE REMOTE CONTROL VALVE: RAIN BIRD 100-DV (INCLUDED IN XCZ-100-PRF KIT) PVC SCH 40 TEE OR ELL TO MANIFOLD 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL MANIFOLD PIPE AND FITTINGS OFF ON Control Zone Kit Scale: Actual Size 3 TYPICAL 1/2" DRIP TUBING. 3#4"FPT X 1#2" DRIP TUBING ADAPTER. COMPRESSION TEE. 6" DRIP BOX. 3#4" SCHEDULE 80 NIPPLE AS REQUIRED. PVC LATERAL LINE. 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. GRADE. 2" FINISHED Drip Transition in Irrigation Box Scale: 3" = 1'-0" 1 SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2 3 OF SLOPE, 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 13 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 13 ON A SEPARATE VALVE. PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. AIR RELIEF VALVE AT HIGH POINT, AS INDICATED. A CENTER FEED EXAMPLE EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM LATERAL FLOW PER 100 FT (GPM) F A END FEED EXAMPLE F FLUSH VALVE OR CAP AT LOW END, AS NOTED. TYPICAL DRIP LINE WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. EMITTER FLOW RATE EMITTER LATERAL SPACING SPACING 0.6 0.9 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41 GRID PRECIPITATION RATES (IN/HR) MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI MAXIMUM FLOW PER ZONE EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 MAXIMUM LATERAL LENGTH (FEET) TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED SHAPED ODD SHAPED F A F A A F F A A F F A F A F F A PVC MANIFOLD LINE. LANDSCAPE DRIPLINE TUBING. LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. FLUSH CAP: RAIN BIRD WITH AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. PVC SCH 40 TEE OR ELL. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING: RAIN BIRD DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. POLYETHYLENE OR PVC HEADER MANIFOLD, SIZE AS PER "MAXIMUM FLOW PER ZONE" CHART. MAXIMUM LENGTH OF SINGLE LATERAL, SEE CHART. MAXIMUM LENGTH OF SINGLE LATERAL, SEE CHART. Typical Rain Bird Dripline Requirements Scale: 3" = 1'-0" 4 IR- 401 Irrigation Plan Details ---PAGE BREAK--- ELECTRICAL SHEET INDEX EE001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES EE004 ELECTRICAL SPECIFICATIONS EE501 ELECTRICAL DETAILS ES101 ELECTRICAL SITE PLAN ES102 ELECTRICAL SITE CONDUIT PLAN ES103 ELECTRICAL SITE LIGHTING CALCULATIONS ES602 ELECTRICAL SCHEDULES GENERAL ELECTRICAL NOTES 3. EXPOSED STRUCTURE AREAS (EXCLUDING MECHANICAL, ELECTRICAL, AND COMMUNICATION SPACES): INSTALL RACEWAYS BETWEEN DECK AND STRUCTURE WHEREVER POSSIBLE IN EXPOSED STRUCTURE CEILING AREAS. ROUTE RACEWAYS IN CONCEALED AREAS WHEREVER POSSIBLE. REFER ALL CONDITIONS WHERE RACEWAYS MUST BE INSTALLED WHICH CANNOT COMPLY WITH THESE REQUIREMENTS TO THE ARCHITECT. 4. SUBMITTALS: PROVIDE ORIGINAL ELECTRONIC PDF FORMAT, BOUND, BOOKMARKED (EACH SECTION AND PRODUCT), AND HIGHLIGHTED. JOB NAME AND SUBCONTRACTOR SHALL BE ON THE FRONT COVER. PREPARE INDEX OF EQUIPMENT SUBMITTED IN EACH TAB. 5. REFLECTED CEILING PLANS: COORDINATE THE LOCATION OF LIGHT FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. REFER ALL DISCREPANCIES TO THE ARCHITECT AND ENGINEER. 6. ALL WORK SHALL BE DONE ACCORDING TO THE CURRENT NATIONAL ELECTRIC CODE (NEC), IBC, NFPA, AND IFC. COMPLIANCE AND FINAL APPROVAL IS SUBJECT TO THE ON SITE FIELD INSPECTION OF THE AHJ. 7 TAKE OFF QUANTITIES SHOWN IN SCHEDULE(S) ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OF THE DEVICES, FIXTURES, EQUIPMENT, RACEWAYS, CONDUCTORS, CABLING, ETC. SHOWN AND SPECIFIED IN THE CONTRACT DOCUMENTS INCLUDING THE EXTRA MATERIAL SPECIFIED. 1. CLARIFICATION METHODS: AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS. ANY QUESTIONS, MISUNDERSTANDINGS, CONFLICTS, DELETIONS, DISCONTINUED PRODUCTS, CATALOG NUMBER DISCREPANCIES, DISCREPANCIES BETWEEN THE EQUIPMENT SUPPLIED AND THE INTENT OR FUNCTION OF THE EQUIPMENT, ETC, SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR CLARIFICATION PRIOR TO ISSUANCE OF THE FINAL ADDENDUM AND BIDDING OF THE PROJECT. WHERE DISCREPANCIES OR MULTIPLE INTERPRETATIONS OCCUR, THE MOST STRINGENT (WHICH IS GENERALLY RECOGNIZED AS THE MOST COSTLY) THAT MEETS THE INTENT OF THE DOCUMENTS SHALL BE ENFORCED. 2. OWNER FURNISHED ITEMS: THE OWNER WILL FURNISH MATERIAL AND EQUIPMENT AS INDICATED IN THE CONTRACT DOCUMENTS TO BE INCORPORATED INTO THE WORK. THESE ITEMS ARE ASSIGNED TO THE INSTALLER AND COSTS FOR RECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION ARE INCLUDED IN THE CONTRACT SUM. A. THE INSTALLER'S RESPONSIBILITIES ARE THE SAME AS IF THE INSTALLER FURNISHED THE MATERIALS OR EQUIPMENT. B. THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNER FURNISHED ITEMS FREIGHT ON BOARD JOB SITE AND THE INSTALLER WILL INSPECT DELIVERIES FOR DAMAGE. IF OWNER FURNISHED ITEMS ARE DAMAGED, DEFECTIVE OR MISSING, DOCUMENT DAMAGED ITEMS WITH THE TRANSPORT COMPANY AND THE OWNER WILL ARRANGE FOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FOR MANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OF MANUFACTURER'S WARRANTIES AND BONDS TO THE INSTALLER. C. THE INSTALLER IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATES OF OWNER FURNISHED ITEMS AND FOR RECEIVING, UNLOADING AND HANDLING OWNER FURNISHED ITEMS AT THE SITE.THE INSTALLER IS RESPONSIBLE FOR PROTECTING OWNER FURNISHED ITEMS FROM DAMAGE, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS, AND TO REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HIS OPERATIONS. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB- SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. TECHNOLOGY SYSTEMS: THE TERM "TECHNOLOGY SYSTEMS" IS USED TO DESCRIBE ALL LOW VOLTAGE SYSTEMS GENERALLY REFERRED TO AS "SPECIAL SYSTEMS". THESE SYSTEMS INCLUDE BUT ARE NOT NECESSARILY LIMITED TO ALL SYSTEMS WHICH UTILIZE VOLTAGES OF LESS THAN 71 VOLTS SUCH AS SOUND SYSTEMS, VIDEO SYSTEMS, TV SYSTEMS, SECURITY SYSTEMS, VOICE AND DATA CABLING SYSTEMS, ETC... ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. kV KILOVOLT kVA KILOVOLT AMPERE kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWh KILOWATT HOUR LED LIGHT EMITTING DIODE LFMC LIQUID TIGHT FLEXIBLE METAL CONDUIT LFNC LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LPS LOW PRESSURE SODIUM LRA LOCKED ROTOR AMPS LTG LIGHTING LV LOW VOLTAGE MATV MASTER ANTENNA TELEVISION SYSTEM MAX MAXIMUM MC METAL CLAD MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTION MDP MAIN DISTRIBUTION PANEL MG MOTOR GENERATOR MH MANHOLE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIOANL ELECTRICAL MANUFACTURERS ASSOCIATION NFC NATIONAL FIRE CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OCP OVER CURRENT PROTECTION OF/CI OWNER FURNISHED/ CONTRACTOR INSTALLED OF/OI OWNER FURNISHED/ OWNER INSTALLED OFP OBTAIN FROM PLANS OH DR OVERHEAD (COILING) DOOR OL OVERLOAD PB PUSHBUTTON PF POWER FACTOR PH PHASE PNL PANEL PT POTENTIAL TRANSFORMER PTZ PAN/TILT/ZOOM QTY QUANTITY R REMOVE RCP REFLECTED CEILING PLAN RMC RIGID METAL CONDUIT RNC RIGID NONMETAL CONDUIT RPM REVOLUTIONS PER MINUTE RR REMOVE AND RELOCATE S/S START/STOP SCA SHORT CIRCUIT AMPS SCBA STANDARD COLOR AS SELECTED BY ARCHITECT SF SQUARE FOOT (FEET) SFBA STANDARD FINISH AS SELECTED BY ARCHITECT SPDT SINGLE POLE, DOUBLE THROW SPEC SPECIFICATION SPST SINGLE POLE, SINGLE THROW ST SINGLE THROW SWBD SWITCHBOARD SWGR SWITCHGEAR TL TWIST LOCK TP TELEPHONE POLE TP TWISTED PAIR TTB TELEPHONE TERMINAL BOARD TV TELEVISION TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER TYP TYPICAL UF UNDERFLOOR UGND UNDERGROUND UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT AMPERE VFC/VF D VARIABLE FREQUENCY MOTOR CONTROLLER W/ WITH W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER 1P SINGLE POLE 1PH SINGLE-PHASE 1WAY ONE-WAY 2/C TWO-CONDUCTOR 2WAY TWO-WAY 3/C THREE-CONDUCTOR 3WAY THREE-WAY 4OUT QUADRUPLE RECEPTACLE OUTLET 4PDT FOUR-POLE DOUBLE THROW 4PST FOUR-POLE SINGLE THROW 4W FOUR-WIRE 4WAY FOUR-WAY A ABOVE COUNTER AC ARMORED CABLE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY ALUM ALUMINUM AMP AMPERE ANN ANNUNCIATOR AP ACCESS POINT (WIRELESS DATA) AR AS REQUIRED ASC AMPS SHORT CIRCUIT ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAGE BB XFMR BUCK-BOOST TRANSFORMER C CEILING MOUNTED CATV COMMUNITY ANTENNA TELEVISION CB CIRCUIT BREAKER CCBA CUSTOM COLOR AS SELECTED BY ARCHITECT CCTV CLOSED CIRCUIT TELEVISION CF/CI CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED/ OWNER INSTALLED CFBA CUSTOM FINISH AS SELECTED BY ARCHITECT CKT CIRCUIT CM CONSTRUCTION MANAGER CND CONDUIT CO CONVENIENCE OUTLET COR CONTRACTING OFFICER'S REPRESENTATIVE CP CONTROL PANEL CT CURRENT TRANSFORMER CTV CABLE TELEVISION CU COPPER dBA UNIT OF SOUND LEVEL DPDT DOUBLE POLE, DOUBLE THROW DS DISCONNECT SWITCH EA EACH EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRIC NONMETALLIC TUBING EPO EMERGENCY POWER OFF EQUIP EQUIPMENT EX EXISTING F FURNITURE MOUNTED FA FIRE ALARM FCP FIRE ALARM CONTROL PANEL FLA FULL LOAD AMPS FMC FLEXIBLE METAL CONDUIT FOB FREIGHT ON BOARD FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING G GROUND GEN GENERATOR GFCI GROUND FAULT INTERRUPTER GFP GROUND FAULT PROTECTION HD HEAVY DUTY HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSE POWER HPF HIGH POWER FACTOR HPS HIGH PRESSURE SODIUM HV HIGH VOLTAGE HZ HERTZ I/O INPUT/ OUTPUT IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT IN/IS INSULATED/ ISOLATED IR INFRARED J-BOX JUNCTION BOX 324 S. State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:10:38 PM C:\Users\mcf\Documents\ELEC EE001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 DEFERRED SUBMITTALS Delegated Deferred Design Submittals to be provided by Contractor SEISMIC CONTROL FOR ELECTRICAL SYSTEMS Provide the following items listed below and comply with additional requirements as provided. See specifications. A. Product Data: For each type of product. 1. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of seismic-restraint component used. a. Tabulate types and sizes of seismic restraints, complete with report numbers and rated strength in tension and shear as evaluated by an agency acceptable to authorities having jurisdiction. b. Annotate to indicate application of each product submitted and compliance with requirements. B. Delegated-Design Submittal: For each seismic-restraint device. 1. Include design calculations and details for selecting seismic restraints complying with performance requirements, design criteria, and analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 2. Design Calculations: Calculate static and dynamic loading caused by equipment weight, operation, and seismic and wind forces required to select seismic and wind restraints and for designing vibration isolation bases. a. Coordinate design calculations with wind load calculations required for equipment mounted outdoors. Comply with requirements in other Sections for equipment mounted outdoors. 3. Seismic-Restraint Details: a. Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of combined tensile and shear loads. b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment locations, methods, and spacings. Identify components, list their and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices. c. Coordinate seismic-restraint and vibration isolation details with wind-restraint details required for equipment mounted outdoors. Comply with requirements in other Sections for equipment mounted outdoors. d. Preapproval and Evaluation Documentation: By an agency acceptable to authorities having jurisdiction, showing maximum ratings of restraint items and the basis for approval (tests or calculations). C. Deferred Submittals for the Authority Having Jurisdiction (AHJ) shall be as required by IBC 106.3.4.2. 1. Deferred submittals of seismic restraint of nonstructural components must be submitted to the AHJ a minimum of two weeks prior to the planned installation in order to allow for plan review and forwarding to inspectors. In the event that the submittal is deficient additional time may become necessary. 2. No deferred submittal element shall be installed until AHJ approval has been received. 3. If seismic restraints of nonstructural components are installed prior to receiving AHJ approval they shall not be covered or concealed until plan review and inspection approval. Further, installers are proceeding at their own risk until plan review and inspection approval occurs. 4. Deferred Submittals are required for: a. Electrical distribution equipment (switchboards, panelboards, transformers, ATS, MCC's etc.). b. Generators, batteries, UPS. c. Conduit racks. d. Cable trays. e. Lighting fixtures. f. Control Panels SYMBOL DESCRIPTION SYMBOLS LEGEND SWITCH, TOGGLE MOTOR STARTER WITH OVERLOAD PROTECTION. ST 75 TRANSFORMER: NUMBER INDICATES kVA. DISCONNECT SWITCH, FUSED. STARTER, COMBINATION WITH DISCONNECT SWITCH. PUSHBUTTON. PANELBOARD CABINET, FLUSH MOUNTED. PANELBOARD CABINET, SURFACE MOUNTED, 1 SECTION. PANELBOARD CABINET, SURFACE MOUNTED, 2 SECTION. DP#__ DISTRIBUTION PANEL OR SWITCHBOARD. DIGITAL MULTIMETER (ONE-LINE DIAGRAM). DMM SERVICE ENTRANCE SURGE PROTECTION (ONE-LINE DIAGRAM). GENERATOR, POWER (ONE-LINE DIAGRAM). G METER. M ELECTRICAL POWER AND DISTRIBUTION PANELBOARD WITH MAIN LUGS ONLY. BUS SIZE AND PHASE AS SHOWN (ONE-LINE DIAGRAM). 225/3 "1H" PANELBOARD WITH MAIN CIRCUIT BREAKER. SIZE AND PHASE AS SHOWN (ONE-LINE DIAGRAM). 225/3 "1H" PANELBOARD WITH MAIN AND SUB FEED CIRCUIT BREAKER (ONE-LINE DIAGRAM). 60/3 225/3 "1H" TRANSFORMER (ONE-LINE DIAGRAM). COMBINATION RESIDENTIAL EXHAUST FAN/LIGHT. L MOTOR. CIRCUIT BREAKER, SOLID STATE WITH GROUND FAULT PROTECTION (ONE-LINE DIAGRAM). GFP CIRCUIT BREAKER, SOLID STATE (ONE-LINE DIAGRAM). CIRCUIT BREAKER, MOLDED CASE (ONE-LINE DIAGRAM). CIRCUIT BREAKER, MOTOR CIRCUIT PROTECTION (ONE-LINE DIAGRAM). MCP FUSE WITH RATING (ONE-LINE DIAGRAM). DISCONNECT, FUSED (ONE-LINE DIAGRAM). ELECTRICAL POWER AND DISTRIBUTION LOW VOLTAGE DIGITAL LIGHTING CONTROL SWITCH: LETTER "z1,z2" INDICATES ZONING WHERE SHOWN (REFER TO PLANS, SCHEDULES, AND DETAILS FOR EXACT BUTTON CONFIGURATION AND PROGRAMMING REQUIREMENTS) z1,z2 DIGITAL LIGHTING ROOM CONTROLLER, "1C2" IS A UNIQUE CONTROLLER IDENTIFICATION TAG RC 1C2 DIGITAL LIGHTING DIMMING CONTROLLER, "1C1" IS A UNIQUE CONTROLLER IDENTIFICATION TAG DC 1C1 L LIGHTING SPACE CONTROL TYPE. X INDICATES TYPE. SEE SCHEDULE / DIAGRAM. X LIGHTING NETWORK SEGMENT MANAGER SM LIGHTING NETWORK ROUTER. NR LIGHTING NETWORK SWITCH. LS DIGITAL PLUG LOAD CONTROLLER LC SWITCH/VACANCY SENSOR COMBO, DUAL TECHNOLOGY, WALL. SWITCH/OCCUPANCY SENSOR COMBO, DUAL TECHNOLOGY, WALL. VACANCY SENSOR, DUAL TECHNOLOGY, OMNI-DIRECTIONAL, CEILING. LIGHTING CONTROL OCCUPANCY SENSOR, DUAL TECHNOLOGY, OMNI-DIRECTIONAL, CEILING. OCCUPANCY SENSOR CONTROL RELAY. R PHOTOCELL. P OCCUPANCY SENSOR, SWITCH PACK. SP CEILING FAN. EMERGENCY LIGHTING CONTROL UNIT. WATTSTOPPER (ELCU-200) EL TIME CLOCK. TC FIXTURE ID:(D420) INDICATES FIXTURE TYPE AS SCHEDULED (D420) 1C1e z1 "1C1e" INDICATES ROOM/DIMMING CONTROLLER CIRCUITING "z1" INDICATES ZONE CIRCUITING. EMERGENCY WITH BATTERY PACK, CONNECTED TO GENERATOR AS INDICATED FIXTURE ID:(D420) INDICATES FIXTURE TYPE AS SCHEDULED (D420) 1C1 z1 "1C1" INDICATES ROOM/DIMMING CONTROLLER CIRCUITING "z1" INDICATES ZONE CIRCUITING. EXIT SIGN: DOUBLE FACE; WALL MOUNTED EXIT SIGN: SINGLE FACE; CEILING MOUNTED EXIT SIGN: DOUBLE FACE; CEILING MOUNTED LIGHTING (REFER TO FIXTURE SCHEDULE FOR SYMBOLS) EM EMERGENCY. EGRESS DIRECTION ARROW (EXIT SIGNS). LOW VOLTAGE LIGHTING TRANSFORMER. LV SYMBOL DESCRIPTION SYMBOLS LEGEND KITCHEN EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON EQUIPMENT SCHEDULE. "XKP" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. XKP X-X MECHANICAL EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON EQUIPMENT SCHEDULE. "XMDP" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. XMDP X-X CONTRACT LIMIT LINE: DASHDOT, WIDE LINE. DEMOLITION LINE: DASHED, MEDIUM LINE EXISTING TO REMAIN LINE: THIN LINE. HIDDEN FEATURES LINE: HIDDEN, THIN LINE NEW LINE: MEDIUM LINE. BREAK, ROUND BREAK, STRAIGHT: TO BREAK PARTS OF DRAWING REVISION INDICATOR. 1 KEYNOTE INDICATOR. 1 ROOM IDENTIFIER WITH ROOM NAME AND NUMBER. ROOM NAME 100 ELEVATION OR SECTION INDICATOR, EXTERIOR: A5 INDICATES ELEVATION OR SECTION NUMBER, E-201 INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. A5 E-201 DETAIL INDICATOR: A5 INDICATES DETAIL NUMBER, E-501 INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. A5 E-501 REFERENCE AND LINE SYMBOLS STRUCTURED CABLING DATA CONNECTION: WIRELESS ACCESS POINT (WAP). REQUIRES DATA DROPS PER DEVICE OUTLET, DATA COMMUNICATION INDICATES QUANTITY OF CABLES). X TELEPHONE TERMINAL BOARD, FIRE TREATED PLYWOOD PAINTED. LAN RACK, FLOOR STANDING. MECHANICAL EQUIPMENT CONNECTION. REFER TO EQUIPMENT SCHEDULE FOR REQUIREMENTS. LADDER RACK. JUNCTION BOX, CEILING. C J EARTH GROUND (ONE-LINE DIAGRAM). CABLE TRAY ABOVE ACCESSIBLE CEILING. C C JUNCTION BOX, SYSTEMS FURNITURE COMMUNICATION CONNECTION. SC J JUNCTION BOX. J CONDUCTOR & CONDUIT SCHEDULE INDICATOR. REFER TO ONE-LINE DIAGRAM. 1 CONDUIT STUB. DIMENSION RECORD DRAWINGS AND MARK. LOW VOLTAGE WIRING: DIVIDE, MEDIUM LINE. BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. LETTER AND NUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS. NUMBER IN BOX REFERS TO THE CONDUCTOR AND CONDUIT SCHEDULE. FOR BRANCH WIRING USE #12 CONDUCTORS, EXCEPT #10 CONDUCTORS SHALL BE INSTALLED IF DISTANCES EXCEED THOSE SPECIFIED IN THE ELECTRICAL SPECIFICATIONS. A-1,3,5 1 WIRING. WIRING METHODS SYMBOL DESCRIPTION SYMBOLS LEGEND RECEPTACLE, SINGLE PLEX, WITH USB OUTLET FLUSH FLOOR BOX. SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. FB# FLUSH FIRE RATED POKE THRU. SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. PT# SWITCH, SINGLE POLE INDICATES FIXTURES CONTROLLED). X R RECEPTACLE, RANGE: NEMA 14-50R. MULTI-OUTLET ASSEMBLY: NEMA 5-20R. J DROP CORD. SEE DETAIL. D RECEPTACLE, QUADRAPLEX: NEMA 5-20R. RECEPTACLE, QUADRAPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER: NEMA 5-20R. RECEPTACLE, SPECIAL PURPOSE. PROVIDE RECEPTACLE TO MATCH EQUIPMENT PLUG. D RECEPTACLE, DRYER: NEMA 14-30R. RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER: NEMA 5-20R. RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WEATHERPROOF: NEMA 5-20R. WP RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WET LABEL, "WEATHERPROOF IN USE": NEMA 5-20R. W DF RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, DRINKING FOUNTAIN: CONCEAL WATER COOLER RECEPTACLE BEHIND WATER COOLER. SEE MECHANICAL/PLUMBING SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS. RECEPTACLE, DUPLEX, CEILING: NEMA 5-20R. C RECEPTACLE, DUPLEX, ABOVE COUNTER: NEMA 5-20R. A RECEPTACLE, DUPLEX: NEMA 5-20R. WIRING DEVICES Mark: Date: Description: ---PAGE BREAK--- GENERAL REQUIREMENTS: CODE ANALYSIS ENERGY CODE: IECC 2018 Comply with the requirements of all required building codes, including, but not limited to the National Electrical Code, International Building Code, International Energy Conservation Code, Local Codes, and International Building Codes. Provide and pay for all required permits. Bidders shall view the site and shall include all costs incurred by existing conditions in the bid proposal. Materials other than those specified may be accepted providing a written request is submitted to the engineer at this least 10 working days prior to bid opening. Approved products will be listed in the addendum. All equipment shall be new and contain the manufacturer's name, model number and electrical characteristics. All equipment shall be UL listed for it's intended use and/or approved by the authority having jurisdiction. Provide Original electronic PDF format, bound, bookmarked (each section and product), and highlighted. Job name and subcontractor shall be on the front cover. Prepare an index of equipment submitted in each tab. Electronic submittals shall be submitted to the Architect within 21 days of award on the contract, unless otherwise directed by Architect. SUBMITTALS: Submittals shall include all electrical material provided as it related to this project and shall specifically include but is not limited to: wiring devices, raceways, Surface Raceways, floorboxes, lighting fixtures, lighting controls, panels and breakers, disconnects, telephone/data structured cabling systems, fire alarm systems, access controls system, intrusion detection system, and lightning protection systems. Provide as-built drawings to Architect before application for final payment. Request a clean set of drawings from Architect and prepare these drawings in a quality equal to that of the original drawings. INSTALLATION REQUIREMENTS: Electrical plans are diagrammatic. Verify exact equipment locations for all equipment. Coordinate with architectural and mechanical drawings and existing conditions to avoid conflicts. All work shall be installed in a neat, inconspicuous, workmanlike manner. Conduit runs shall be parallel and perpendicular to structural lines where exposed. Outlet boxes, fixtures and equipment shall be securely mounted and supported. The site shall be left clean and free of dirt and debris. Panels, fixtures, outlets and equipment shall be left clean and free of foreign materials and dirt. Panels, switches, and all controls shall be clearly and permanently labeled with laminated engraved labels. Where changes are made in existing panels, distribution centers, etc., the labeling and schedules shall be accurately corrected to reflect the changes. New typed panel schedules shall be provided for all existing panelboards that have changes. Receptacles and light switch cover plates shall be labeled with a permanent adhesive typed label indicating the panel and circuit number. Phone & data outlet covers shall be labeled with a permanent adhesive typed label indicating the unique telecom ID. The structured cabling shall be labeled at both ends with the unique ID. The patch panel shall be labeled with the unique ID. A computer generator color coded map shall be provided by the Contractor to the Owner showing all jack ID's along with their location on a building floorplan. All wiring shall be installed in raceways except where otherwise specifically shown on the Drawings. SAFETY: The Engineer has not been retained or compensated to provide construction review related to the Contractor’s safety precautions or to means, methods, sequences, or procedures required for the contractor to complete the work. SEISMIC BRACING AND SUPPORTS: Contractor shall be responsible to seismically brace all equipment, feeders, lights, cabletray, and other electrical items in accordance with prevailing codes. Deferred submittals of seismic bracing shall be required upon request and shall comply with ASCE 7-02 for support and bracing of non- structural systems. This shall include seismic design deferred submittals of the site lighting pole base details. GUARANTEE: Guarantee the electrical installation against all defects in materials, equipment and workmanship, for one year after the date of acceptance of the work. Defects shall be remedied to the satisfaction of the Architect at no cost to the Owner. All equipment and products shall carry a minimum 1 year warranty from the date of final acceptance by the Owner. MATERIALS AND METHODS: Electrical metallic tubing may be used in dry locations not subject to mechanical injury. Provide EMT in 3/4" minimum size. All conduit exposed in occupied spaces shall be EMT, unless specifically noted otherwise. Surface metal raceway is not permitted unless approved in writing by architect or specifically allowed in the drawings. Flexible metal conduit is permitted where flexibility is necessary and when connecting to equipment subject to vibration such as motors or transformers. MC cable is allowed where concealed in walls or above dropped ceilings (such as acoustical lay-in tile ceiling) for no longer than 6 feet. EMT connectors to be steel, zinc or cadmium coated, factory pre-insulated. Conduit bushings to be heavy duty, insulated. LIGHTING COMMISSIONING: The contractor shall perform or shall engage a party to perform the following tests and inspections with the assistance of a factory-authorized service representative. Ensure that the lighting controls for automatic lighting systems comply with 2015 IECC section C408.3. Ensure that control hardware and software are calibrated, adjusted, programmed and in proper working condition in accordance with the construction documents and manufacturer’s installation instructions. Where required by the code official, an approved party independent form the design or construction of the project shall be responsible for the functional testing and shall provide documentation to the code official certifying that the installed lighting controls meet the provisions of 2015 IECC section C405. Provide the following procedures for each; occupant sensor, time switch, programmable schedule control, photosensor, and daylighting control. Confirm that the placement, sensitivity, and time-out adjustments for the occupant sensor s yield acceptable performances. Confirm that the time switches and programmable schedule controls are programmed to turn the lights off. Confirm that the placement and sensitivity adjustments for the photosensor controls reduce electric light based on the amount of usable daylight in the space as specified. Wire shall be copper THHN/THWN-2 for copper sizes #2 and smaller. Aluminum XHHW-2 wire may be used for aluminum sizes 1/0 and larger. Unless otherwise shown on the Drawings, copper #12 is the minimum size for lighting and power use. Size wire as indicated on the drawings, or appropriate to carry the entire load per the NEC. Provided dedicated neutral wiring for all branch circuits, common (shared) neutral wiring is not permitted. For branch circuiting longer than 100 feet, increase wire size by one size to control voltage drop. All wiring shall be color coded with solid coloring or for sizes above #6 may have colored tape bands at all accessible locations and ends, color coding shall be as follows: Phase A - Black; Neutral A - White with/Black stripe Phase B - Red; Neutral B - White with/Red stripe Phase C - Blue; Neutral C - White with/Blue stripe Ground - Green Boxes to be 4 inch octagonal for lighting outlets and 4 inch square backboxes (minimum 1-1/2 inches depth) with appropriate device covers for device outlets in concealed work. Provide single gang mud rings for single gang outlets. Do not install outlet boxes back to back in the same stud space. Outlet boxes shall be installed not more than 1/8 inch back in sheetrock and plumb. WIRING DEVICES: Install wiring devices to the following heights (heights to center of device unless noted otherwise) unless noted otherwise on the drawings, see typical mounting height details: Switch - 45" Standard Receptacle OR Phone/Data Outlet - 18" Receptacle OR Phone/Data Outlet (above counter) - 3" above Panelboard, FACP - 72" to top Fire Alarm Notification Device - 96" Phone/Data - 18" Consult architectural elevations and millwork shop drawings to determine exact mounting height of all outlets above counter. Coordinate with millwork installer to provide grommets where outlets are located below counter. Wall switches for general use to be 20 ampere, 120 volt AC rated, quiet acting, equal to Hubbell 1221 series. Duplex receptacles to be 20 ampere specification grade, equal to Hubbell No. 5362. Wall Switch Sensor Switches shall be WattStopper LMDW-101. Dimmer switches shall be 0-10 Volt WattStopper LMDM-101. Multi-Button Dimmer Switches shall be 0-10 Volt WattStopper LMSW-10X. Selection of color and plate material shall be by architect. Plate material may be either stainless steel, or Nylon, include worst case (most expensive) in bid. Stainless steel plates shall be required in kitchen and restroom areas. ELECTRICAL PANELBOARDS, SWITCHBOARDS & BREAKERS: Provide spec grade, door in door, specification grade panelboards of Square D NQOD, or equal of Cutler Hammer, Siemens, or Eaton. Provide bolt on breakers. Provide aluminum bussing, 100% rated neutral bus, and bonded ground bus. Provide isolated ground bus where indicated. Provide typed panel schedule. Provide permanent engraved panel ID label on the outside of each panelboard and switchboard. Panel and breakers shall be fully rated for the fault current values indicated in the drawings, series rating is not permitted. Provide NEMA-3R enclosures for any panelboard or switchboard installed outside. LIGHTING FIXTURES: All lighitng shall be LED. Fixtures shall be adequately supported with a safety factor of four. Fixtures shall be stabilized or locked into place to resist seismic forces. Support all recessed fixtures independently of the ceiling system, using wire tied from two corners of the fixture to the structure above. For suspended fixtures on dropped ceiling, locate boxes at the dropped ceiling level and support independent of the ceiling. Fixtures shall all be clean and in proper operation at the time of acceptance of the work. Provide emergency illumination of 1 foot candle in the path of egress for minimum of 90 minutes. Provide emergency battery packs in fixtures specified capable of operating lamps for minimum of 90 minutes or provide a lighitng inverter sized to power all emergency fixtures for 90 minutes. Do not install power raceways or telecommunications raceways within 5 inches of any fluorescent or HID fixture. 324 S. State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:10:40 PM C:\Users\mcf\Documents\ELEC EE004 ELECTRICAL SPECIFICATIONS MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 Mark: Date: Description: ---PAGE BREAK--- FLEXIBLE CONDUIT (VINYL CLAD) SEISMIC OR EXPANSION JOINT PROVIDE MOISTURE PROOFING AS REQUIRED STRUCTURAL MEMBER (BEAM, JOIST, ETC) FLOOR OR ROOF STRUCTURE CONDUIT STRUCTURAL UNIT SEISMIC OR EXPANSION JOINT JUNCTION BOX (SIZE AS REQUIRED) CONDUIT CONDUIT CLAMP CONDUIT FLEXIBLE CONDUIT (VINYL CLAD) JUNCTION BOX (SIZE AS REQUIRED) FLOOR LINE NOTE: TIE WIRE SHALL NOT BE USED AS A COMPONENT OF ANY RACEWAY HANGER SYSTEM. STRUCTURAL UNIT RACEWAY TO 6" (TYP) ALL THREADED ROD - SIZE AS REQUIRED STRUCTURAL BEAM, JOIST, SLAB, ETC. UNISTRUT CHANNEL - SIZE AS REQUIRED BY WEIGHT SUPPORTED CONDUIT CLAMP - TO 1" UNISTRUT 2 PIECE CHANNEL PIPE STRAPS - 1.25" TO 6" BEAM CLAMP, HANGER CLAMP OR APPROVED SUPPORT, AS REQUIRED BY WEIGHT SUPPORTED FLOOR FLOOR ABOVE WALL WALL CABLES CABLES FIRE SEAL PENETRATION $ EXTERIOR PHOTOCELL SYSTEM OCCUPANCY SENSOR (TYPICAL) WALL CONTROL STATION ETHERNET DATA CONNECTION LIGHTING CONTROL PANEL SYSTEM CLOCK PROVIDES TIME SCHEDULED AND ASTRONOMICAL CONTROL DIGITAL MULTI-LINE DISPLAY PUSH BUTTON CONTROL RELAYS CONTROL BOARD MANUFACTURER'S: WATTSTOPPER - LPX PEANUT LIGHTING CONTROL PANELS HUBBELL - CX LIGHTING CONTROL PANELS OR APPROVED EQUAL P WALL LIGHTS BOLLARD LIGHTS AND SITE LIGHTING CONTROL WIRING PER MANUFACTURER'S WRITTEN REQUIREMENTS POLE LIGHTS SPARE RELAYS 6A 5/8" X 10' GROUND ROD (TYP) COIL LIGHT POLE 6A LIGHT POLE 6A LIGHT POLE TYP CAP UNUSED AT END OF LINE 1.25" CND #6 TO EVERY LIGHT TYPICAL 6A FUSE AND FUSE HOLDER IN HINGED POLE BASE (BUSSMAN KTK-6 AND HEB-JJ) P C1-1 C1-2 AUTO OFF ON 277V EXTERIOR PHOTOCELL WITH ADJUSTABLE SETPOINTS (LOCATE ON ROOF) HAND/OFF/AUTO SWITCH INTEGRAL TO PANEL C1-3 N G TYPICAL 50A/3P BREAKER FEED C2-1 C2-2 C2-3 N G TYPICAL 50A/3P CONTACTOR "LRP" NEMA 1 OR 12 CABINET WITH HINGED DOOR FOR CUSTOM LIGHTING CONTACTOR PANEL TYPICAL SITE LIGHT TYP TO EXTERIOR LIGHTING "INVR" 1.5KVA EMERGENCY CENTRAL INVERTER, COOPER CMFT-015-277-277 OR EQUIVALENT SCALE: 1/8" = 1'-0" 6 TYPICAL CONDUIT RACK DETAIL 324 S. State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:10:42 PM C:\Users\mcf\Documents\ELEC EE501 ELECTRICAL DETAILS MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 SCALE: 1/8" = 1'-0" 1 CABLE SUPPORT DETAIL SCALE: 1/8" = 1'-0" 2 CONDUIT EXPANSION JOINT DETAIL SCALE: 1/8" = 1'-0" 3 LIGHTING CONTROL PANEL RISER DIAGRAM (TYPICAL) SCALE: 1/8" = 1'-0" 5 EXTERIOR LIGHTING CONTACTOR PANEL RISER DIAGRAM Mark: Date: Description: ---PAGE BREAK--- 324 S. State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:10:43 PM C:\Users\mcf\Documents\ELEC EE601 LIGHTING COMCHECK MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 Mark: Date: Description: ---PAGE BREAK--- {71B752C-6FAC-1EB-AB13-3065EC7D04}Nam e Elem A sem 8460D escription A plicable O curence RepresentationM aps 16392 1247G lobalId 1 C6Ninz04 I nverted U Bike Rack Six Space Rack Surface M ount HasPropertySetsRepresentationM aps TagElem {47614501-C874-48E4-90F0-95016DA27EDF}846O wnerHistory 0Nam e D escription A sem P redefinedType PK167-02 -W aste Recept P etoskey, L iter Rece ptacle, Sid e O pening, with Bowl and Funel PK167-02G 74 # PK167-02 -W aste Recept P etoskey, L iter Rece ptacle, Sid e O pening, with Bowl and Funel Landscape Form s, Inc. PK167-021Ea129323G 2045 G 74 # PK167-02 -W aste Recept P etoskey, L iter Rece ptacle, Sid e O pening, with Bowl and Funel Landscape Form s, Inc. 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E11 E09 E07 E06 E05 E04 E03 E02 E01 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 1 1 1 1 1 1 1 1 "METER" "P1" EX EX EX EX EX EX EX EX P2-1,3 EXISTING NEW PANEL SUBFED FROM "P1" "P2" ZX-1 P2-1,3 ZX-1 P2-2,4 ZX-1 P2-2,4 ZX-1 P2-2,4 ZX-1 P2-2,4 ZX-1 P2-z2,4 (S1) (S1) (S1) (S1) (S1) (S1) ZX-1 P2-2,4 1 ZX-1 P2-z2,4 2 2 2 2 2 2 GENERAL SHEET NOTES SHEET KEYNOTES 1 INSTALL NEW FIXTURE ON EXISTING LIGHT POLE. ROTATE FIXTURES AS NEEDED TO MATCH AS SHOWN ON DRAWINGS. 2 ROUTE NEW HOME RUN CIRCUIT THROUGH EXISTING RACEWAY BACK TO ELECTRICAL ROOM. FIELD VERIFY EXACT LOCATION OF EXISTING IN GROUND ELECTRICAL BOX. 1 FOR ALL LIGHT FIXTURES, POLE LIGHTS, AND ALL OTHER ELECTRICAL DEVICES THE CONTRACTOR SHALL COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS WITH ARCHITECT, OWNER, ENGINEER, AND ALL OF THE CONTRACT DOCUMENTS PRIOR TO ROUGH IN AND TRENCHING. 2 CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING, BACKFILL, AND COMPACTION ASSOCIATED TO ALL ELECTRICAL UNDERGROUND RACEWAYS AND CABLES. COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS. SEE UNDERGROUND RACEWAY DETAILS FOR REQUIREMENTS FOR EACH TRENCH. 3 CONTRACTOR SHALL INSTALL POLE MOUNTED LIGHTS IN STRAIGHT LINES, SQUARE, AND PLUMB. COORDINATE WITH ARCHITECT AND CIVIL DRAWINGS. CONTRACTOR SHALL INSTALL POLE MOUNTED LIGHTS IN STRAIGHT LINES, SQUARE, AND PLUMB. COORDINATE WITH ARCHITECT AND CIVIL DRAWINGS. 4 THE ELECTRICAL CONTRACTOR SHALL HAVE ANY AND ALL CONCRETE POLE BASES AND SLABS REVIEWED BY A STRUCTURAL ENGINEER AND SHALL MODIFY DESIGN PER STRUCTURAL ENGINEER’S AND OR AHJ’S RECOMMENDATIONS. 5 PROVIDE PHOTOCELL ON NORTH SIDE OF FACILITY TO CONTROL EXTERIOR LIGHTS, OR INCORPORATE EXISTING PHOTOCELL AND CONTROLLS. 6 THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE/ASPHALT CUTTING AND REPLACEMENT OF CONCRETE/ASPHALT TO MATCH EXISTING ASSOCIATED WITH UNDERGROUND RACEWAYS PROVIDED AS PART OF THIS PROJECT. 7 REFER TO PLANS FOR CONSTRAINTS ON PHYSICAL DIMENSIONS AND CLEARANCE REQUIREMENTS OF EQUIPMENT. PROVIDE EQUIPMENT DIMENSIONS THAT FALL WITHIN THE CONSTRAINTS OF EACH SPECIFIC LOCATION. 8 SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. VERIFY OR RE-CALCULATE THE AVAILABLE FAULT CURRENT AT THE SERVICE WHERE MODIFICATIONS TO THE ELECTRICAL INSTALLATION OCCUR. PLEASE INCLUDE NOTES IN THE ELECTRICAL DRAWINGS OR SUPPLY CALCULATIONS WHERE APPLICABLE. SEE NEC 110.24. 324 S. State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:11:38 PM C:\Users\mcf\Documents\ELEC ES101 ELECTRICAL SITE PLAN MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 SCALE: 3/64" = 1'-0" 1 PHASE 2 - ELECTRICAL SITE PLAN Mark: Date: Description: ---PAGE BREAK--- {71B752C-6FAC-1EB-AB13-3065EC7D04}Nam e Elem A sem 8460D escription A plicable O curence RepresentationM aps 16392 1247G lobalId 1 C6Ninz04 I nverted U Bike Rack Six Space Rack Surface M ount HasPropertySetsRepresentationM aps TagElem {47614501-C874-48E4-90F0-95016DA27EDF}846O wnerHistory 0Nam e D escription A sem P redefinedType PK167-02 -W aste Recept P etoskey, L iter Rece ptacle, Sid e O pening, with Bowl and Funel PK167-02G 74 # PK167-02 -W aste Recept P etoskey, L iter Rece ptacle, Sid e O pening, with Bowl and Funel Landscape Form s, Inc. PK167-021Ea129323G 2045 G 74 # PK167-02 -W aste Recept P etoskey, L iter Rece ptacle, Sid e O pening, with Bowl and Funel Landscape Form s, Inc. 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E11 E09 E07 E06 E05 E04 E03 E02 E01 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 Cer can0C ercis ca nadensis Eastern RedbudRedbudTres2 5'0" 2 0'0" 5 gal 0.0C las Code Landscape UseG rowth Habit H eight SpreadF lower C haracte ristics F lor al C olor B lom s Begin F oliag e Char acteristics F olia ge C olor F al Colors F ruit C haracte ristics F ruit Color P ersistence T olerances W ater Range S oil R ange pH RangeL ight Range P lant Zone F avorite Project Num bers S up lier Com m ent 1 1 1 1 1 1 1 1 1 1"CND 1"CND 1"CND 1"CND 1 2 3 1"CND 1"CND 1"CND 3 1"CND 1"CND 1"CND 1"CND 1"CND 4 4 4 4 4 4 (S1) (S1) (S1) GENERAL SHEET NOTES SHEET KEYNOTES 1 PROVIDE 1" CONDUITS TO PULL BOX WITH 500 LB PULL LINE FOR FUTURE. 2 PROVIDE PRE-CAST UNDERGROUND ENCLOSURE ASSEMBLY. MINIMUM SIZE L X 6" W X 6" 3 CONTRACTOR TO SAW CUT CONCRETE AND INSTALL CONDUITS UNDERGROUND PER NEC 2017. 4 REMOVE EXISTING LIGHTING FIXTURE AND REPLACE WITH NEW FIXTURE. REPLACE CONDUIT AND CONDUCTORS AS NEEDED. 1 FOR ALL LIGHT FIXTURES, POLE LIGHTS, AND ALL OTHER ELECTRICAL DEVICES THE CONTRACTOR SHALL COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS WITH ARCHITECT, OWNER, ENGINEER, AND ALL OF THE CONTRACT DOCUMENTS PRIOR TO ROUGH IN AND TRENCHING. 2 CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING, BACKFILL, AND COMPACTION ASSOCIATED TO ALL ELECTRICAL UNDERGROUND RACEWAYS AND CABLES. COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS. SEE UNDERGROUND RACEWAY DETAILS FOR REQUIREMENTS FOR EACH TRENCH. 3 CONTRACTOR SHALL INSTALL POLE MOUNTED LIGHTS IN STRAIGHT LINES, SQUARE, AND PLUMB. COORDINATE WITH ARCHITECT AND CIVIL DRAWINGS. CONTRACTOR SHALL INSTALL POLE MOUNTED LIGHTS IN STRAIGHT LINES, SQUARE, AND PLUMB. COORDINATE WITH ARCHITECT AND CIVIL DRAWINGS. 4 THE ELECTRICAL CONTRACTOR SHALL HAVE ANY AND ALL CONCRETE POLE BASES AND SLABS REVIEWED BY A STRUCTURAL ENGINEER AND SHALL MODIFY DESIGN PER STRUCTURAL ENGINEER’S AND OR AHJ’S RECOMMENDATIONS. 5 PROVIDE PHOTOCELL ON NORTH SIDE OF FACILITY TO CONTROL EXTERIOR LIGHTS, OR INCORPORATE EXISTING PHOTOCELL AND CONTROLLS. 6 THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE/ASPHALT CUTTING AND REPLACEMENT OF CONCRETE/ASPHALT TO MATCH EXISTING ASSOCIATED WITH UNDERGROUND RACEWAYS PROVIDED AS PART OF THIS PROJECT. 7 REFER TO PLANS FOR CONSTRAINTS ON PHYSICAL DIMENSIONS AND CLEARANCE REQUIREMENTS OF EQUIPMENT. PROVIDE EQUIPMENT DIMENSIONS THAT FALL WITHIN THE CONSTRAINTS OF EACH SPECIFIC LOCATION. 8 SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. VERIFY OR RE-CALCULATE THE AVAILABLE FAULT CURRENT AT THE SERVICE WHERE MODIFICATIONS TO THE ELECTRICAL INSTALLATION OCCUR. PLEASE INCLUDE NOTES IN THE ELECTRICAL DRAWINGS OR SUPPLY CALCULATIONS WHERE APPLICABLE. SEE NEC 110.24. 324 S. State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:11:39 PM C:\Users\mcf\Documents\ELEC ES102 ELECTRICAL SITE CONDUIT PLAN MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 SCALE: 3/64" = 1'-0" 1 PHASE 2 - ELECTRICAL SITE CONDUIT PLAN Mark: Date: Description: ---PAGE BREAK--- 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 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State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:11:41 PM C:\Users\mcf\Documents\ELEC ES103 ELECTRICAL SITE LIGHTING CALCULATIONS MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 SCALE: 3/64" = 1'-0" 1 PHASE 2 - ELECTRICAL SITE LIGHTING CALCULATIONS Mark: Date: Description: ---PAGE BREAK--- 125/2 "P1" 100/2 22 100/2 "P2" 20/2 1 2 324 S. State St., Suite 400 Salt Lake City, UT 84111 [PHONE REDACTED] [PHONE REDACTED] fax: [PHONE REDACTED] www.spectrum-engineers.com 2018 Spectrum Engineers, Inc  1 A B 2 3 C D 1 2 3 4 5 DESIGNED BY: A RECORD DRAWING DATE: 2019 Spectrum Engineers, Inc. SIGNATURE: PROJ: DRAWN BY: CHECKED BY: DATE: ISSUE: B 4 5 C D SHEET: PROJECT CONSULTANTS STAMP revisions 2/22/2021 1:11:42 PM C:\Users\mcf\Documents\ELEC ES602 ELECTRICAL SCHEDULES MCF MCF SAC 20190646 2019-10-11 PERMIT DRAWINGS MILLCREEK CITY SUNNYVALE PARK (PHASE 2) 4013 S 700 W Salt Lake City, UT 84123 ALL OTHER LOADS @ 100% : 0.0 kVA - MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES: - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE = 6 LIGHTING & CONTINUOUS LOADS: 1.2 kVA @ 125% = 1.5 kVA - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA = 1 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 5 5 AVERAGE CONNECTED AMPS PER PHASE = 5 TOTALS: CONNECTED kVA PER PHASE 1 1 CONNECTED TOTAL kVA = 1 11 20 1 SPARE 0.0 0.6 12 9 0.6 P2 0.0 0.0 1.2 2 20 10 7 0.0 EX. SPRINKLER CLOCK 1 20 8 5 20 1 EX. PAVILION 0.0 0.0 EX. REST RM. LIGHTS 1 20 6 3 20 1 EX. MECH RM. LIGHTS & PLUGS 0.0 0.0 EX. HAND DRYER 1 20 4 1 20 1 EX. SOFFIT LIGHTS 0.0 0.0 EX. HAND DRYER 1 20 2 NO AMP POLE LTG PWR CO DESCRIPTION A B DESCRIPTION CO PWR LTG POLE AMP NO CKT OCP LOAD (kVA) PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES: PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING: 0 120/240 , 3 WIRE 22" W x 6" D, BOLT-ON 150 AMPERE MAIN LUGS SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: LOCATION: CABINET: NOTES: PANEL: "P1" BALLAST DIMMING BALLAST FINISH PROVIDE UNIT PRICES AND FIXTURE BRAND SELECTED FOR ADD/DELETE CHANGES FOR EACH FIXTURE TYPES SHOWN WITHIN 48 BUSINESS HOURS OF THE BID DATE. FAILURE TO COMPLY WITH THIS REQUIREMENT MAY DISQUALIFY THE PRODUCTS AND EMPOWER THE ENGINEER TO DETERMINE FAIR VALUE FOR FIXTURE AND INSTALLATION CHANGES, WITHOUT FURTHER INPUT FROM THE CONTRACTOR OR INSTALLER. CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN THIS JOB WAS SPECIFIED, CONTRACTOR AND ELECTRICAL DISTRIBUTOR SHALL VERIFY THIS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID. ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED, AND DO NOT INCLUDE ANY TAXES. LUMINAIRE VERIFY THE PROPER MOUNTING KITS OR ACCESSORIES TO FACILITATE INSTALLATION AS SHOWN AT EACH LOCATION ON THE DRAWINGS. COMPLY WITH THE "EXTERIOR LIGHTING" SECTION OF THE SPECIFICATIONS. REFER TO SPECIFICATIONS FOR IMPORTANT TECHNICAL REQUIREMENTS FOR LIGHTING FIXTURES, BALLASTS, AND LAMPS. ALL FIXTURES SHALL BE APPROVED BY UL OR ANOTHER ACCEPTABLE TESTING LAB FOR THE PURPOSE INTENDED AND WITH THE LAMP AND BALLAST PROPOSED. EMERGENCY MOUNTING POLE CONFIGURATION LENS REFLECTOR AND DISTRIBUTION CUTOFF CLASSIFICATION 1. 2. 1. 2. 3. 4. EXTERIOR LIGHTING FIXTURE SCHEDULE ABBREVIATIONS NOTES ARHR - AIR RETURN AND HEAT REJECTION DL - DAMP LOCATION EQC - EARTHQUAKE CLIPS F - FUSING HLD - HINGED AND LATCHED DOOR HS - HOUSE SIDE SHIELD PS - PHOTOCELL SWITCH QRS - QUARTZ RESTRIKE ST - STATIC WG - WIRE GUARD WL - WET LOCATION NE - NORMAL AND EMERGENCY CONNECTIONS EB - EMERGENCY BATTERY PACK ET - EMERGENCY TRANSFER DEVICE IS - INSTANT START RS - RAPID START PS - PROGRAM START, PARALLEL LAMP OPERATION PSMH - PULSE START METAL HALLIDE (CWA OR ELECTRONIC) PPLF - PROVIDE POWER LINE FILTER LVTM - LOW VOLTAGE TRANSFORMER (MAGNETIC) LVTE - LOW VOLTAGE TRANSFORMER (ELECTRONIC) D2 - 2 WIRE DIMMER D3 - 3 WIRE DIMMER D4 - 4 WIRE DIMMER DD - DIGITAL DIMMER SDP - STEP DIMMER BALLAST MW - MATTE WHITE BL - BLACK SL - SILVER GL - GOLD CL - CLEAR PW - PAINTED WHITE EA - EXTRUDED ALUMINUM S - STEEL GS - GALVANIZED STEEL C - CAST CBA - COLOR BY ARCHITECT SCBA - STANDARD COLOR BY ARCHITECT CCA - CUSTOM COLOR BY ARCHITECT FS 209D - MEETS FEDERAL STANDARD 209D TP - THERMALLY PROTECTED FL - FLUSH R - REGRESS M - MITERED B - BASE C - CEILING F - FLANGE G - GRID P - PENDANT PL POLE R - RECESSED S - SURFACE W - WALL #A - ACRYLIC #THICK #OA - ACRYLIC #THICK (OPAL) GC - GLASS (CLEAR) GO - GLASS (OPAL) GF - GLASS (FROSTED) SGL - SOFT GLOW LENS HPL - HIGH PERFORMANCE LENS DO - DROP OPAL CGL - CONVEX GLASS LENS S - SATIN LENS I - TYPE I II - TYPE II III - TYPE III IV - TYPE IV V - TYPE V VSQ - TYPE V SQUARE SA - SPUN ALLUMINUM SR - SEGMENTED REFLECTOR BW# - NEMA BEAM WIDTH 1 THRU 7 FC - FULL CUTOFF CO - CUTTOFF SC - SEMI CUTOFF NC - NONCUTOFF RS - ROUND STRAIGHT RT - ROUND TAPERED SS - SQUARE STRAIGHT ST - SQUARE TAPERED BA - BANNER ARMS BH - BULL HORN DL - 2 SHAPE DS - 2 @ 180 PT - INLINE POST TOP Q - QUAD SH SHEPHERDS HOOK SL - SINGLE T - 3 SHAPE Mark: Date: Description: ALL OTHER LOADS @ 100% : 0.0 kVA - MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES: - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE = 6 LIGHTING & CONTINUOUS LOADS: 1.2 kVA @ 125% = 1.5 kVA - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA = 1 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 5 5 AVERAGE CONNECTED AMPS PER PHASE = 5 TOTALS: CONNECTED kVA PER PHASE 1 1 CONNECTED TOTAL kVA = 1 11 12 9 10 7 8 5 6 3 0.3 0.3 4 1 20 2 0.7 0.0 0.0 (EX) POLE LIGHTING (RELOCATED) 0.3 0.3 LIGHTING 0.0 0.0 0.5 2 20 2 NO AMP POLE LTG PWR CO DESCRIPTION A B DESCRIPTION CO PWR LTG POLE AMP NO CKT OCP LOAD (kVA) PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES: PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING: 0 120/240 V, 1 PH 3 WIRE 22" W x 6" D, BOLT-ON 150 AMPERE MAIN LUGS SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: LOCATION: CABINET: NOTES: PANEL: "P2" ID IMAGE TYPE LUMINAIRE LAMP BALLAST FINISH DIFFUSER REFLECTOR MOUNTING MANUFACTURER (CATALOG SERIES) ALLOWANCE BUG RATING SIZE (NOMINAL) OPTIONS COLOR TYPE LUMENAIRE LUMENS INPUT VOLTS ANSI WATTS HOUSING TRIM OTHER TYPE FINISH CONFIGURATION OPTIONS DISTRIBUTION TYPE FINISH EFFICIENCY TYPE CONFIGURATION POLE BASE HEIGHT POLE HEIGHT WIND RATING OPTIONS BASIS OF DESIGN OPTION_1 OPTION_2 BACK UP GLARE LENGTH WIDTH DEPTH DIAMETER / APERTURE (S1) STRIP LIGHT; LED; LENS; LOW PROFILE; VANDAL RESISTANT; WITH INTEGRADED OCCUPANCY/DIMMING SENSING 48" 3" 3" - 4100K LED 3000 0 35 SCBA SCBA SCBA LITHONIA OR APPROVED EQUAL ZX-1 MODERN STYLE, LED POLE LIGHT (SINGLE) 32" 18" 7" 4000K LED (0-10V DIMMING) 7572 277 73 SCBA T4M 0 0' - 6" 14' - 6" LITHONIA (DSXW1-LED 20C-1000-40K-T3M-MVOLT) OR APPROVED EQUAL - SCALE: NTS ONE LINE DIAGRAM 1 SHEET KEYNOTES 1 RELOCATE EXISTING LIGHT POLE CIRCUIT FROM PHASE ONE TO PANEL P2. 2 PROVIDE NEW 100A BREAKER IN EXISTING PANEL FOR NEW SUB-FED PANEL. GENERAL SHEET NOTES 1 PROVIDE NEMA 3R ENCLOSURES FOR EQUIPMENT LOCATED OUTDOORS. REFER TO PLANS FOR EQUIPMENT LOCATIONS. 2 REFER TO PLANS FOR CONSTRAINTS ON PHYSICAL DIMENSIONS AND CLEARANCE REQUIREMENTS OF EQUIPMENT. PROVIDE EQUIPMENT DIMENSIONS THAT FALL WITHIN THE CONSTRAINTS OF EACH SPECIFIC LOCATION. 3 ALL EQUIPMENT SHALL BE CONSTRUCTED AND BRACED FOR THE SEISMIC CONDITIONS OF THE PROJECT. REFER TO ELECTRICAL SPECIFICATIONS FOR REQUIREMENTS. 4 PROVIDE PERFORMANCE TESTING FOR GROUND-FAULT PROTECTION SYSTEMS ON SITE WITH A WRITTEN RECORD OF THIS TEST SUBMITTED TO THE AUTHORITY HAVING JURISDICTION PER 2017 NEC 230.95(C). 5 SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. VERIFY OR RE-CALCULATE THE AVAILABLE FAULT CURRENT AT THE SERVICE WHERE MODIFICATIONS TO THE ELECTRICAL INSTALLATION OCCUR. PLEASE INCLUDE NOTES IN THE ELECTRICAL DRAWINGS OR SUPPLY CALCULATIONS WHERE APPLICABLE. SEE NEC 110.24 6 THE OVERCURRENT PROTECTION DEVICES SHALL BE RATED THE SAME FAULT CURRENT RATING AS THE RATING OF THE PANEL OR SWITCHGEAR THEY ARE LOCATED WITHIN. 7 SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. VERIFY OR RE-CALCULATE THE AVAILABLE FAULT CURRENT AT THE SERVICE WHERE MODIFICATIONS TO THE ELECTRICAL INSTALLATION OCCUR. PLEASE INCLUDE NOTES IN THE ELECTRICAL DRAWINGS OR SUPPLY CALCULATIONS WHERE APPLICABLE. SEE NEC 110.24. 8 CIRCUIT BREAKERS RATED 1200 AMPS OR MORE SHALL BE PROVIDED WITH ARC ENERGY REDUCTION. COMPLY WITH NEC 240.87. 9 PROVIDE GROUNDING AND BONDING PER NEC 250. 10 PROVIDE FULLY RATED CIRCUIT BREAKERS IN ALL ELECTRICAL GEAR BASED ON ACTUAL CONDITIONS, CABLE TRANSFORMERS IMPEDANCE, AND CONTRACTOR PROVIDED FAULT CURRENT CALCULATIONS. 11 PROVIDE A COORDINATED OVER-CURRENT PROTECTION ELECTRICAL SYSTEM TO 1.0 SECOND ON THE NORMAL POWER DISTRIBUTION SYSTEM AND TO 0.3 SECONDS ON EMERGENCY DISTRIBUTION SYSTEMS. CIRCUIT AMPACITY/VOLTAGE CIRCUIT LENGTH CONDUCTOR SIZE (PHASE, NEUTRAL AND GR) CONDUIT SIZE 20A/120V 0' - 60' #12 AWG 0.75" Ø 20A/120V 60' - 95' #10 AWG 0.75" Ø 20A/120V 95' - 150' #8 AWG 1" Ø 20A/120V 150' - 240' #6 AWG 1.25" Ø 20A/277V 0' - 140' #12 AWG 0.75" Ø 20A/277V 140' - 220' #10 AWG 0.75" Ø 20A/277V 220' - 350' #8 AWG 1" Ø 20A/277V 350' - 550' #6 AWG 1.25" Ø NOTES: 1. WIRE SIZING IS BASED ON COPPER CONDUCTORS SUPPLYING A 20A, 120V CIRCUIT AT THE INDICATED VOLTAGE, ASSUMED TO BE 80% LOADED (16A), WITH MAXIMUM VOLTAGE DROP OF 3% AT THE LOAD. 2. DOWN-SIZED WIRE AT DEVICE/LOAD AS REQUIRED AND TERMINATE CONDUCTORS IN A SAFE AND CODE COMPLIANT MANNER. 3. CONDUIT SIZE IS BASED ON A MAXIMUM OF 3 CIRCUITS PER CONDUIT, EACH WITH A SEPARATE NEUTRAL CONDUCTOR. BRANCH CIRCUIT CONDUCTOR AND CONDUIT SIZING TABLE