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HomeMy WebLinkAboutI102.1A000 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 I102.1A IRRIGATION DETAILS 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 FLOW SENSOR NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES, ELLS, ETC, SHALL BE INSTALLED WITHIN "METER RUN" DISTANCE. DIAMETER OF FLOW SENSOR TEE AND "METER RUN" PIPING SHALL BE EQUAL. NO REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE INSTALLED WITHIN FLOW SENSOR TEE. DATA CABLE SPLICE CONSISTING OF WIRE NUTS AND PREFORMED SUPER SERVISEAL SPLICE KIT. FINISH GRADE RECTANGULAR VALVE BOX WITH EXTENSIONS AS REQUIRED. BRAND "FS" INTO VALVE BOX LID. REFER TO TECHNICAL TO TECHNICAL SPECIFICATIONS SPECIFICATIONS. VALVE BOX SHALL NOT REST DIRECTLY ON FLOW SENSOR CABLE. TEE STYLE FLOW SENSOR. REFER TO PLAN & SCHEDULE FOR SIZING, MANUFACTURER, & MODEL. DATA CABLE TO CONTROLLER SENSOR INPUTS (RE:PLAN). PROVIDE ADDITIONAL CABLE WITHIN BOX TO ALLOW REMOVAL OF SENSING UNIT FROM BOX FOR MAINTENANCE PURPOSES. 3/4" GRAVEL SUMP - 2 CU. FT. PVC PRESSURE MAINLINE - REFER TO PLAN FOR DIAMETER. FLOW 10x PIPE DIA. 5x PIPE DIA. METER RUN 14 FINISH GRADE DEFLECT TUBING TO PERMIT ENTRY THROUGH BOTTOM OF VALVE BOX. 12" POP-UP SPRAY HEAD WITH CLOSED NOZZLE COVER AND SWING PIPE (ZONE OPERATIONAL INDICATOR) DRIP FLUSH VALVE WITH OPERATIONAL INDICATOR PLANT MATERIAL 3 4" PVC BALL VALVE WITH 3 4" PVC INSxMIPT ADAPTER AND S.S. CLAMP 3 4" DRIP TUBING - COIL SUFFICIENT LENGTH IN BOX TO EXTEND HOSE ADAPTER OUTSIDE OF VALVE BOX. 3 4" WASHED RIVER ROCK SUMP (1 CU. FT.) INSERT TEE WITH CLAMPS 10" ROUND VALVE BOX WITH COVER - BRAND "DB" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. SECTION PLAN DISTANCES VARY: CONTRACTOR SHALL LOCATE FLUSH VALVE BOX TO BE SCREENED BY PLANT MATERIAL AND ACCESSIBLE. OPERATIONAL INDICATOR SHALL BE LOCATED FOR EASY VISIBILITY DURING OPERATION PLANT MATERIAL INDICATOR HEAD PLANTER BED WALL OR EDGER FLUSH VALVE POLY PIPE FROM EXHAUST HEADER OR DRIP LATERAL 13 PLANT SIZE EMITTER FLOW RATE EMITTER QTY. AT MULCHED BED LOCATIONS EMITTER QTY. AT NATIVE SEED LOCATIONS 1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH ONE EACH 5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH 11 2" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH 2" CALIPER TREE 1.0 GPH FOUR EACH SIX EACH 21 2" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH 3" CALIPER TREE 1.0 GPH EIGHT EACH TEN EACH 31 2" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH 4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH 6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH SIX EACH 8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH 10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH 12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH NOTES: · INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL. · EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A MAXIMUM OF 2". · FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO EMITTER INSTALLATION. · IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE OF ROOT BALL. · EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS. · DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE. · CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN. · SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER SCHEDULE AS FOLLOWS: ·· EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALL BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES. ·· EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR PLANTS WITH NORTH AND EAST EXPOSURES. ·· PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY. DOWN 4:1(+)-SLOPE SECTION 10" MIN 4"-6" PLANTING BACKFILL MATERIAL POLY DRIP TUBING PLANT ROOTBALL EMITTER - STAKE TO EDGE OF ROOTBALL EMITTER MICRO-TUBING - 60" MAXIMUM LENGTH PLANT MATERIAL EMITTER - REFER TO SCHEDULE FOR EMITTER QUANTITY. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER. MULCH LAYER EMITTER MICRO-TUBING POLY DRIP TUBING - RE: TECHNICAL SPECIFICATIONS 6" 10 GAUGE JUTE STAKE OR APPROVED EQUAL PLAN 12 DRIP EMITTER BELOW GRADE B A ROUGH GRADE C NOTE: · ALL SLEEVING TO BE CLASS 160 BE PVC, SIZE AS NOTED. · INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES VERTICALLY. · CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A "V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING. PAVED SURFACE CURB AND GUTTER (IF APPLICABLE) 2" PVC PIPE SLEEVE MARKER - INSTALL AT BOTH ENDS OF EACH SLEEVE LOCATION AND EXTEND AT LEAST 3' ABOVE GRADE. SPRAY EXPOSED PORTION OF MARKER WITH GREEN FLUORESCENT PAINT. SEAL ENDS OF SLEEVE WITH CLOTH DUCT TAPE (TYPICAL) PVC SLEEVING (TYPICAL) IRRIGATION SLEEVING 24" MIN. 12" MIN. 36" MIN. 15 REFER TO SHEET I100.1A IRRIGATION PLAN & SCHEDULE I101.1A IRRIGATION DETAILS I102.1A IRRIGATION DETAILS 01/04/17