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HomeMy WebLinkAboutI100.1AUP DN W NURSE CALL ACCESS CONTROL TELEVISION DISTRIBUTION WALL FIELD WALL PHONE LIGHT SWITCH EQUIP. RACK LADDER RACK (TYP.) 5'-6"3'-5" TYPICAL 3-RACK TR SCALE: 1/4" = 1'-0" S UP UP UP UP A 15 1'' A16 11 2'' 11 2'' 11 2'' 11 2'' 11 2'' 11 2'' 11 2'' 11 2'' 11 2'' 12 1'' A1 14 1'' A18 dr 1'' A2 9 1'' A5 13 1'' A4 dr 1'' A6 dr 1'' A10 7 1'' A11 8 1'' A12 dr 1'' A14 15 1'' A7 15 1'' A8 EXTEND NEW MAINLINE AND WIRES AND STUB AT THIS THIS LOCATION. ESTIMATE(4) CONTROL CONTROL, (1) COMMON WIRE AND (3)SPARE WIRES. COORDINATE THIS NEW AND EXISTING IRRIGATION EQUIPMENT IN FIELD TO AVOID EXISTING TREE ROOT DAMAGE. REFER TO SPECIFICATIONS FOR ROOT PROTECTION REQUIREMENTS OF EXISTING TREES. SEE NOTE #12. FS (1)3'' (1)4'' (1)3'' (1)4'' (1)2'' (1)2'' (1)2'' (1)2'' (1)2'' (1)2'' (1)4'' (1)2'' dr 1'' A13 (1)2'' NATIVE SEED HIGH-POP SPRAY HEAD LOCATIONS SHALL BE FIELD LOCATED AROUND FENCE FOR COVERAGE. INSTALL VARIABLE ARC NOZZLES AND ADJUST BACK TO GRAVEL AS NEEDED. 13 1'' A3 (2)2'' 16 1'' A17 S S S S S S S 11 1'' A15 EXTEND DRIP SUPPLY PIPE WITH STRIP SPRAY ZONE LATERAL ''A14'' FOR SHRUBS AT EAST END OF WALL. 11 2'' (1)2'' (1)2'' 6 1'' A9 15 1'' A20 15 1'' A19 IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION DETAIL NO. RAIN BIRD 1806-SAM-PRS W/ U-SERIES NOZZLE POPUP SPRAY HEAD 1 RAIN BIRD 1806-SAM-PRS W/SST, CORNER NOZZLE POPUP SPRAY HEAD 1 RAIN BIRD 1812 SAM PRS W/ U-SERIES NOZZ. HI-POP SPRAY HEAD 2 RAIN BIRD 1812 SAM-PRS W/ SST, CORNER NOZ. HI-POP SPRAY HEAD 2 RAIN BIRD PEB ELECTRIC CONTROL VALVE 3 RAIN BIRD 44-LRC QUICK COUPLING VALVE 4 HUNTER I-CORE PL - WALL ELECTRIC CONTROLLER 10 HUNTER WRF-CLIK RAIN SHUT-OFF DEVICE 9 N/S MATCO 201X MANUAL DRAIN VALVE 5 LINE SIZE - 21 2'' AND SMALLER GATE VALVE 6 RAIN BIRD PEB MASTER CONTROL VALVE 7 HUNTER FCT-100 FLOW SENSOR 14 CLASS 200 BE - 21 2" & SMALLER PVC MAINLINE 8 80# NSF POLY LATERAL 8 CLASS 160 PVC SLEEVING 15 TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 12 RAIN BIRD XCZ-075-PRF OR XCZ-100-PRF DRIP VALVE ASSEMBLY 11 DRIP LINE BLOW-OUT STUB 13 N/S RAIN BIRD XERI-BUG DRIP EMITTERS 12 B R FS A (controller) NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE WIRES TO WHICH CONTROLLER - SEE CONSTRUCTION NOTES 3 000 4' 8' 16' SCALE: N This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc. Copyright © 2013 by Heery International, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" drawn by checked by sheet number sheet title item date date issued for seal/signature consultants/construction managers owner's project number project number 1/8" = 1'-0" Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 1/13/2015 9:00:07 AM MAY 28, 2015 CONSTRUCTION DOCUMENTS VAIL VALLEY MEDICAL CENTER PHASE 1 WEST WING 181 WEST MEADOW DRIVE VAIL, CO 13026.03 STRUCTURAL: Structural Consultants Inc. 3400 East Bayaud Ave., Suite 300, Denver, CO 80209 303.399.5154 MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE: Cator Ruma & Associates, Co. 896 Tabor Street Lakewood, CO 80401-4700 303.232.6200 CIVIL: Martin/Martin 225 Main St, Unit C101 Edwards, CO 81632 970.926.6007 DESMAN ASSOCIATES 7900 EAST UNION AVE SUITE 925 DENVER, CO 80237 303.740.1700 ADVANCED CONSULTING ENGINEERS 355 S. TELLER ST. LAKEWOOD, CO 80266 303.231.1035 KJD TGB NOT FOR CONSTRUCTION ADDENDUM #4 TOV:B15-0185 DFPC ID:9667 09.21.2015 ADDENDUM #5 TOV:B15-0185 DFPC ID:9667 10.21.2015 I100.1A IRRIGATION PLAN 20 10 0 Scale: 1" = 20' 40 HydroSystems-KDI, Inc. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 303-980-5327 303-980-5384 (fax) Irrigation Consulting R CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what'sbelow. before you dig. Call POINT OF CONNECTION #1- 1" PEAK FLOW REQUIREMENT: 15 GPM. REQUIRED STATIC PRESSURE: 80 PSI TIE ONTO EXISTING COPPER STUB-OUT OUTSIDE OF BUILDING AT THIS APPROXIMATE LOCATION. INSTALL LINE SIZE GATE VALVE, ONE QUICK COUPLING VALVE, ONE 1'' HUNTER FCT-100 FLOW SENSOR, ONE 1'' PEB VALVE AS A MASTER VALVE, AND ONE 1'''' GATE VALVE AND EXTEND PVC MAINLINE AS SHOWN. EXTEND ONE PE54 SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT LOCATED IN CONTROLLER ''A''. EXTEND 4 UFUL14# WIRE (TWO ORANGE AND TWO BLUE) AND CONNECT 2 OF THE WIRES FROM THE MASTER VALVE TO MASTER VALVE TERMINALS IN CONTROLLER 'A''. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM AND DOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE REVIEWED AND APPROVED BY CONSULTANT PRIOR TO INSTALLATION. 1. DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY LIME GREEN DESIGN. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. 2. SYSTEM PRESSURE - IRRIGATION SUPPLY IS EXISTING FROM BUILDING. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY. WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDROSYSTEMS*KDI AT CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROM THIS PRESSURE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 80 PSI MINIMUM. 3. IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, SIX HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED. BLUEGRASS TURF 1.75" PER WEEK PEAK SEASON ORNAMENTAL PLANTINGS 1.00" PER WEEK PEAK SEASON NATIVE SEED MIXES 1.00" PER WEEK PEAK SEASON (TWO SEASONS) NOTE: IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR ESTABLISHMENT. 4. EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALE. 5. SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY) 3 4" - 11 4" PIPING 2" PVC (1) 11 2" - 2" PIPING 4" PVC (1) 1-50 CONTROL WIRES 3" PVC (1) ALL MAINLINE SLEEVE LOCATIONS REQUIRE A CONTROL WIRE SLEEVE. 6. MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER AND AT ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO INSURE COMPLETE DRAINAGE OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON AS-BUILTS. 7. POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL 15 SERIES NOZZLES ON ALL HEADS SPACED AT 12' TO 14'. INSTALL 12 U-SERIES NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 U-SERIES NOZZLES ON ALL HEADS SPACED AT 8' TO 9'. INSTALL 8 U-SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'. INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH AN "C" DESIGNATION. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE. 8. DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND PLACEMENT. 9. ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS. 10. EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OF REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND PAID FOR BY THE LANDSCAPE CONTRACTOR. 11. EXISTING IRRIGATION COORDINATION - EXISTING IRRIGATION SYSTEM SHALL NOT BE TURNED OFF FOR MORE THAN 24 HOURS MAXIMUM. CONTRACTOR SHALL COORDINATE TURN OFF OF SYSTEM WITH OWNER OR MAINTENANCE STAFF 72 HOURS PRIOR TO ANY NEW CONSTRUCTION. 12. PROTECT EXISTING IRRIGATION AROUND PROTECTED TREE LOCATIONS. FLAG EXISTING IRRIGATION AND NEW IRRIGATION AROUND EXISTING TREE LOCATIONS AT NOTED AREAS FOR REVIEW WITH OWNER'S IRRIGATION REPRESENTATIVE. ADJUST AS NEEDED. USE NEW VALVES A19 AND A20 FOR RECONNECTION OF EXISTING IRRIGATION. 13. UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED. IRRIGATION CONSTRUCTION NOTES CONTROLLER LOCATION "A" REMOVE EXISTING CONTROLLER AND RETURN TO OWNER. WALL MOUNT ONE RAIN BIRD ESP-ME 24 STATION CONTROLLER, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE FROM EXISTING CONTROLLER LOCATION. POWER CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. MOUNT ONE HUNTER WIRELESS RAIN CLIK DEVICE ON BUILDING WHERE THERE IS 20 FT. OF CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL RAIN SENSOR RECEIVER NEXT TO CONTROLLER ENCLOSURE. FINAL RAIN SENSOR LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. REFER TO SHEET I100.1A IRRIGATION PLAN & SCHEDULE I101.1A IRRIGATION DETAILS I102.1A IRRIGATION DETAILS S C C 1 1 1 1 1 1 2 01/04/17