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CC - Landscape Plans —� — — `— ��_ �� emu _ —r uv vv - `D -.y — M Landscape Requirements:PER MERIDIAN, IDAHO CITY CODE: 9�11 T H E SS SS SS SS SS SS c 0 li"_ ,C S S� CD o _ LANDSCAPE BUFFERS ALONG STREETS (11-3B-7-3) LAND ONE (1)TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHER . 20'X 10' — \_ VEGETATIVE GROUND COVER. DRIVEWAY — GROUP CLEAR VISION T T— TRIANGLE T T T T T T T �_ � STREET TREES REQUIRED TREES PROVIDED _- - .- ------- -------- o -T��T— T- 40'X40' USTICK ROAD (443 L.F.) 13TREES 13TREES >� CLEAR VISION EAGLE ROAD (328 L.F.) 9 TREES 9 TREES SD SD SD i TRIANGLE s° EXISTING OVERHEAD POWER LINES EXISTING OVERHEAD POWER LINES PERIMETER LANDSCAPING (11-3B-8-C-1) _ ___ ' ►� _ ___ ___ _ -�- --ii ONE (1)TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHER �' - Ustick Road �� VEGETATIVE GROUND COVER. GP oiUF _ 7 OH - - -- - - -- 7 _ M M PERIMETER TREES REQUIRED TREES PROVIDED UGP — — ——— — ——— — —— � - - .,., _ _ s - - --- - _ _ - —� UGPOFiP� S � � j-P — ip �Pik P HP OHP- PARKING LOT 1 TREE EVERY 35 LINEAR FT SEE PLAN. PERIMETERS �- - - - � UGP UGP ry - _ -- ' ABUTTING 1 TREE EVERY 35 R/W �'R `'' `P`n DRIVEWAYS LINEAR FEET • r< R AT EVERY PERIMETER \ R/W R/W "' ' WHERE SITE UTILITIES s° ) • O . R/W R/W R/WQR/WJR/W, /W R \ AND EASEMENTS PC (2 D • � • • \ ' PERMIT CP (1 PC (3) � � — � \ S I �\ INTERIOR PARKING LOT 11-38-8-C-2 — _ I ( ) W CP (1) (3) PC I I ONE (1)TREE AND LOW SHRUBS, LAWN, OR OTHER VEGETATIVE GROUND COVER PER EACH I I (1) CP (2) PC I I INTERIOR PLANTER THAT SERVES A SINGLE ROW OF PARKING SPACES. MIJ Cn I I Cn I \ I I�V AREA TREES REQUIRED TREES PROVIDED I I \ '` > \ 5 INTERIOR ISLANDS 10 TREES 10 TREES a m I I J G`lR W 0 28.43' I — FUTURE PAD m Material Legend: I M FUTURE PAD SAN I LANDSCAPE Z I I I 80/20 BLUEGRASS/ / / PLANTING SHRUB I PC (2) I RYEGRASS BLEND /PERENNIAL ` ` / BED AREA.3"DEPTH I FUTURE PAD - - - - I 3: / ` / 1" PERMABARK ROCK I I CP (1) I \ I I TURF SOD MULCH. O � I J II 2 � o o � LANDSCAPE SCREENING I I I 4"-6"COBBLE ROCK, TO BE PROVIDED I I 12" DEPTH WITH RESPECTIVE PAD EP I EP EP mime I PLANT SCHEDULE CAI = EP EP PLANT I �EP EP I DECIDUOUS BOTANICAL/COMMON SIZE CONTAINER QTY REMARKS I TREES NAME \\ � � EP EP EP EXISTING CONCRETE SPILL WAY- \ SAN �EP EP RETAIN AND PROTECT I LM2 LIQUIDAMBAR 2" B&B 10 CLASS II, MATURITY:40'H IEEE \\ L ® EP EP `� I I STYRACIFLUA CAL. X 25'W \ 2 EP EP— SAN I MORAINE' /MORAINE a I SWEET GUM O w / LM (2 LM (3) Lo�, _ _ o EP EP EP r- I y / I LM2 (2 LM2 (2 3 LM I I FLOWERING BOTANICAL/COMMON SIZE CONTAINER QTY REMARKS + EO (8) p O I TREES NAME \ SS (3) EO (8 (2) LM2 r I CP CRATAEGUS 2 B&B 5 CLASS 1, MATURITY: 25'H _ _ + SS (3) w LM (2' + LM 3 / (8) EO o SA (2) LM I I PHAENOPYRUM/ CAL. X 25'W O SD /' \ O / / (3) SS v" (2) LM2 "' I WASHINGTON HAWTHORN e LM 8 EO I \\ I * \ 3 ' (3) SS r- PC PRUNUS VIRGINIANA/ 2" B&B 17 CLASS I, MATURITY: 20'H 2 LM I CHOKECHERRY CAL. X 15'W � I I fJ I O SHRUBS BOTANICAL COMMON SIZE CONTAINER QTY REMARKS CZ A A I NAME I I EO EUONYMUS FORTUNEI 2 40 MATURITY: 2'H X 2'W o I P I + p GOLD SPLASH / GAL. \ ® w ' 'J + W WINTERCREEPER c_3 o _W LM LAVANDULA 1 24 MATURITY: 1'H X 1'W Cn C3) ANGUSTIFOLIA GAL. 4- I I EP A I/ � � T F� � - - - - - ---- - - - - � It, W 'MUNSTEAD' / � \\ a� I I I yI MUNSTEAD ENGLISH cc w aLo 11� ® `u I I LAVENDER OC) \ ain I I SS SCHIZACHYRIUM 1 15 MATURITY: 3'H X 2'W W OM Fp co I PC (3) I SCOPARIUM THE GAL. I CP (1) BLUES' /THE BLUES Q \ LJ = t I LITTLE BLUESTEM Revisions PC (2 , II - - - E1.1 I II \ LANDSCAPE SCREENING TO BE PROVIDED I WITH RESPECTIVE PAD I II I I I FUTURE T RE PAD IG - FUTURE PAD\\ I M OF \\ \\ \\ \ \ EXISTING CONCH ETE SPILL WAY- \ \ \ RETAIN AND PROTECT I ------------------ _ /�� L`�NDSCA4�'�4�` _ \ \ — \ - --- - --- - ---- - --- \ . I 01/22/2021 - - - -- 7� --- - -- - - - - - - - - - - - - - - - - - Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 01/222021 T _ - 36"GIRR "GIRR 36"GI R \ \\ / _ I Project Milestone: Permit Set 3 "GIRR 36"GI "GIRR // I 2� Construction I \ \ 3 R 36"GIRR -�� GIRR Landscape Plan 36"GIRR 36"GIRR r GIRR RR By stamping and signing the improvement plans,the Registered Engineer ensures the Overall P 9 / / I District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. o— Landscape PIan 0veraII20' 40' Acceptance h the improvement plans by the District does not relieve the RegisteredEngineer of these responsibilities.iq EaLl .00 Horizontal Scale: 1" = 20' BY: DATE: ADA COUNTY HIGHWAY DISTRICT ��o NOTES: Landscape Notes: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS A. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. �1 ��1/►� T H E REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO r'� W_ RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN B. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY LAN D STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; DEMOLITION OR CONSTRUCTION OPERATIONS.ANY DAMAGE TO EXISTING UTILITIES YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE SHALL BE CONTRACTOR'S RESPONSIBILITY. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. C. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION OF GROUP NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO D. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, NO COST TO THE OWNER. GALVANIZED NAILS TO PREVENT SLIPPAGE. REMOVE AFTER INSTALLATION E. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. ACCORDANCE WITH SITE GRADING PLAN. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE F. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM'PLANTING TABLETS. QUANTITY ARCHITECT IMMEDIATELY. PER MANUFACTURER'S RECOMMENDATIONS. 2"x 2"x 8'CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. G. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT SPECIFICATIONS. H. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SOIL LINE ;- MULCH LAYER, KEEP MULCH 3"AWAY FROM SMOOTH AND UNIFORM GRADE 3"BELOW SURFACE OF WALKS AND CURBS IN PLANTING TRUNK BED AREAS,AND 1/2" IN LAWN AREAS. I. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 UTILIZE SOIL/ROOT PROBE AROUND TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. (APPROX. 34"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL (AS SPECIFIED IN THESE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY VOLUME. UJ POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ��� �� ',FINISH GRADE J. ALL NON-TURF PLANTERS SHALL RECEIVE 3"DEPTH 1" PERMABARK MULCH. REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP /\\/\\ �� /\/ K. CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR. z OF ROOTBALL, REMOVE ALL NAILS,TIES, AND PLASTIC \ / \ V �� �/ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS L. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO V/VAjAA �j��A/ LANDSCAPE ARCHITECT. M. LANDSCAPE REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITY TRENCHING WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE AND INSTALLATION WITHIN EXISTING LANDSCAPED AREAS SHALL MATCH EXISTING LEFT ON THE BOTTOM OF THE ROOTBALL. GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE PATTERNS. ui j /\x// SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL N. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED Q 2x ROOTBALL DIAMETER WATER USES. Deciduous Tree Planting 3x ROOTBALL DIAMETER 0. IRRIGATION SYSTEM SHALL BE FULLY FUNCTIONAL, INCLUDING CONTROL SYSTEM, PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. Scale: NTS P. REFER TO TREE PLANTING DETAIL, SHEET L1.50 FOR ADDITIONAL INFORMATION. Q. REFER TO SHRUB PLANTING DETAIL, SHEET L1.50 FOR ADDITIONAL INFORMATION. R. NO TREES SHALL BE PLANTED WITHIN 10'OF ANY ACHD STORM DRAIN UTILITY, O INCLUDING PIPES, INLETS, SAND AND GREASE TRAPS,AND MAN HOLES. S. NO TREES SHALL BE PLANTED WITHIN 5'OF ANY CITY WATER SERVICE. z IEEE y = a � WATER RETENTION O MULCH LAYER BASIN O CD V/VAjAA /AA/VA// COMMERCIAL \\%\%�\%�\% %\\%\\%�\%�\%\\%\\%\\%\\%\\%\\% BACKFILL WITH SOIL PLANTING O FERTILIZER TABLETS \\j//\/\�/ / \\ MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. O 70 z � o � w Roo �e cc W yo J z M �a wcz W3: Lo O CD Shrub Planting 2 Scale: NTS Revisions OF IDgh,O T. �`a IA-16589 41VDSCAY�\\\\ 01/22/2021 Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 01/22/2021 Project Milestone: Permit Set Construction Landscape Plan By stamping and signing the improvement plans,the Registered Engineer ensures the Details District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. E a BY: DATE: ■ 0 ADA COUNTY HIGHWAY DISTRICT # CALLOUT NUMBERS COORDINATED Keynotes. TO NUMBERED NOTES BELOW.0 ��-= s � OS 1. FIELD LOCATE 1-IN DOMESTIC WATER LINE AND 3/4-IN WATER METER IN THIS rj �� �� THE APPROXIMATE LOCATION. CONNECT MAINLINE AND EXTEND AS SHOWN ON PLANS. L AND 2. INSTALL REDUCED PRESSURE BACKFLOW DEVICE IN THIS APPROXIMATE LOCATION . PER DETAIL 9/1-2.50. � - GROUP O 3. INSTALL IRRIGATION CONTROLLER IN A STAINLESS STEEL PEDESTAL IN THIS APPROXIMATE LOCATION. IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED - - - - - - - - - - - - - - - - - i ELECTRICAL CONNECTIONS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER WIRES. so SD SD SD SD ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL (2) : ---- .-- oig 1" 1 BLUE 14 GAUGE WIRES FROM THE CONTROLLER TO THE LAST VALVE FROM EACH Ustick Road CONTROLLER FOR FUTURE USE. COORDINATE WITH ELECTRICAL. HP= OHP S 1" 11I Irrigation Notes. o I W "� 1" OHP 0 - - A. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 12 G.P.M. Cn 0 - OHP OHP OHP OHP- 1 1 1 _ 1" 1 1„ AND 62 P.S.I.AT THE SOURCE. 3 4 5 6 7 - B. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY VV 1 - � - Aki !y DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING 1115 UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. so I0 C. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, 0 MECHANICAL,AND ELECTRICAL ENGINEERING SHEETS. I D. CONTRACTOR TO COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND ri_'_ 8.78 2 9.64 3 9.79 4 11.2 5 11.2 6 11.2 7 11.2 �_ S SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 8 8.93 9 8.93 19 8.70 11 8.78 12 11.2 13 11.2 14 11.2 15 11.2 16 11.8 17 11.8 E. ALL SLEEVES TO BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES TO BE TAPED OR CAPPED AND UJ MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES ARE NOT TO BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. rl 8 11.3 ® ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE 1" GIRR OF PAVEMENT. PROVIDE COMPACTED BACKFILL. F. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR a THIS WORK. UJ ri 9 11.3 ® G. IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON PLAN. 1„ I CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN FUTURE PAD i FUTURE PAD SAN 18 11I PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED Q CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDINGS 26 11.2 O 19 ® THROUGH APPROPRIATE SIZED CONDUIT. Z I FUTURE PAD 1" 20 1 1 H. IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY IMPEDE 21 3: PERFORMANCE OF A POP-UP SPRINKLER AND/OR ROTOR HEADS ARE TO BE � 1" REPLACED WITH A 12"HIGH POP-UP HEADS. 21 11.3 p' 1„ 22 ® I. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, O � I 1" AND MANUFACTURER'S RECOMMENDATIONS. J. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT &NE M R 22 11.2 TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. CZ ® K. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR EP EP EP EP M R 1" I ADDITIONAL REQUIREMENTS. --EP �_EP �EP L. ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND y CEP EP I 23 11.3 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ALL 24 VOLT WIRES I EP EP EP M R 1„ p ® SHALL BE TAPED TOGETHER AT TEN FOOT(10'-0") INTERVALS. �-EP EP M. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS SAN EP EP -6 AND ORDINANCES. EP 24 11.2 SAN i ® N. IRRIGATION CONTRACTOR SHALL PROVIDE AN AS-BUILT IRRIGATION PLAN UPON EP EP EP 1" I COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. a SAN L , - _ 0. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN w OWN� 4111111111111, _ mom 411111iiiio mom - - EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; O = - _ 25 11.3 ® REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR CAI SHALL BE FREE OF EXPENSE TO THE OWNER. P. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND w �� _� SAN 26 11.2 23 1 1 SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. _ I_ 1" 24 Q. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE Q �_ 1 QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS _ o � I �� � MUD on. _ 1" 25 1�� 1�� OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE Gum 27 6 71 1" 1 ® PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 1 R. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS 1" 1 TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT 26 LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS O � W W W W W ® �27 ,: ® REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL - - W - CZ ENSURE HEAD TO HEAD COVERAGE. C O � W W W----- W W ® 1 w 3 p\ S. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW 11. ® PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY ARE TO BE LOCATED IN THE W W W IW4§ LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. ® W W W- C S.A. IRRIGATION MAINLINE SHALL BE SLEEVED UNDER ALL HANDSCAPE. CAI, W W P C ® L Z SLEEVING MAY NOT BE SHOWN FOR MAINLINE FOR GRAPHICAL PURPOSES. ___®EP ® ® W 1 BF -- I T. LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY C W W W ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO w a" 1� 2 CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. � FP ® U. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE W CDARCHITECT. co 28 11.3 V. CONTRACTOR SHALL SCHEDULE A MEETING WITH LANDSCAPE ARCHITECT AND ® 1 28 1" � Revisions OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION CONTROL 10 ® 1„ SYSTEM TO DETERMINE PROCEDURES OF INSTALLATION OF IRRIGATION CONTROL ° 29 SYSTEM. Drip Irrigation Notes. r29 11.2 30 W. PIPE VELOCITIES SHALL NOT EXCEED 5 FT/SEC. A. ALL PLANTER BEDS ARE TO BE IRRIGATED W/DRIP IRRIGATION AS INDICATED ON X. AREAS WHERE FULL CIRCLE HEADS ARE REQUIRED, NON-REVERSING CIRCLE PLANS.THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER 31 ®� HEADS SHALL BE INSTALLED. PARTIAL CIRCLE HEADS WITH REVERSING MANUFACTURERS RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: a" 30 11.2 DIRECTION ARE PROHIBITED FOR USE OF 360'ROTATION. A.A. EACH DRIP ZONE SHALL RECEIVE A DRIP ZONE CONTROL KIT WITH PRESSURE 1 Irrigation Execution. REGULATION AND 120 MESH (MIN.)STAINLESS STEEL FILTRATION SCREEN. ® : ( A. REMOTE CONTROL VALVES: A.B. ALL TUBING IS TO BE STAKED DOWN WITH 6"SOIL STAPLES AT 24"INTERVALS FUTURE PAD I A.A. INSTALLED (1) REMOTE CONTROL VALVE PER VALVE BOX. ENSURE THAT (MIN.)ALL FITTINGS SHALL RECEIVE (2) STAPES IN OPPOSING DIRECTIONS. 31 11.3 I ADEQUATE SPACE IS PROVIDED AROUND ENTIRE VALVE FOR EASE OF B. IF WEED BARRIER FABRIC IS USED IN LANDSCAPE BEDS, DRIP IRRIGATION SHALL BE 1" ' MAINTENANCE. ROUND VALVE BOXES ARE NOT PERMITTED. INSTALLED UNDERNEATH FABRIC AND STAPLED AS INDICATED ABOVE. A.B. VALVE BOXES SHALL BE GREEN OR BLACK WITH GREEN LIDS. \ C. ALL LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT DEPTH I B. IRRIGATION CONTROL WIRE: \ INDICATED IN TRENCH SECTION DETAIL. SIZE AS NECESSARY. 32 9.30 1/„ I B.A. ALL WIRE SPLICES SHALL BE INSTALLED WITH A WATERPROOF WIRE \ D. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS o 1" CONNECTERS AND DBY/R CAP OR BLAZING NUT WIRE SPLICE CONNECTOR. \ \ RESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND FUTURE PAD I ® � B.B. ALL WIRE SPLICES SHALL BE LOCATED IN VALVE BOXES AND INDICATED ON INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. p I AS-BUILT DRAWINGS. PROVIDE AS A MINIMUM,36"OF EXTRA WIRE AT ALL LL I 33 11.3 WIRE SPLICES AND REMOTE CONTROL VALVE CONNECTIONS. \ \ 1 B.C. CONTROL WIRE SHALL BE INSTALLED WITH PROPOSED MAINLINE. IF CONTROL p ® � WIRE LEAVES PIPING TRENCH,WIRE SHALL BE INSTALLED AT A MINIMUM OF Ip \ _ r34 10.3 I DEPTH OF 12". \�� 5� Ew T 'yo C. PIPING (USE THE FOLLOW): _ _ 1 32 C.A. 2-1/2"AND SMALLER I SDR 21 SCH.40 PVC, SOLVENT-CEMENT JOINTS: �cn \\ \ 00 1" 4 3 ® � C.B. 3"AND LARGER I SDR 26 CLASS 200 RUBBER GASKETED PVC WITH DUCTILE ,~ w 3 35 11.3 35 1 IRON JOINT RESTRAINT SYSTEM, LEEMCO OR APPROVED EQUAL. -16589 ~' 36 1" C.C. TRENCHES SHALL BE PHOTO DOCUMENTED AND SUBMITTED ARCHITECT � � 4 � -- - - ___ _ __ _ _ __ _ 0 1" PRIOR TO BACKFILLING. i/ L \ - - - - - - - _ _ ® C.D. BACKFILL TRENCHES CONSISTING OF SAND, FINE GRAVEL OR SELECT EARTH �/��NDSCA4� - _ _- - __ _ ___ _ __ _ _ _ __ _ _ __ _ _ __ _ _ _ _ r36 6.55 1 I FREE OF LARGE LUMPS OR ROCKS LARGER THAN 4"SHALL BE USED IN AND I III 1 AROUND INSTALLED PIPE. 0112212021 ct No.: 119025 3f�"GIRR "GIRR �� � � � ® Date Projeof Issuance: 01/22/2021 36 GI R _ Plans Are Accepted For Public Street\\ 3 GIRR 36 GI R "GIRR 3 ' R GIRR Project Milestone: Permit Set > 36"GIRR 36"GIRR GIRR RR R Construction Irri ation Plan E d _ \� 36"GIRR _ g - - - - � - By stamping and signing the improvement plans,the Registered Engineer ensures the p g Overall - - - --- - -- - - - --- - --- - --- - - _ l District that the plans conform to all District policies and standards. Variances or -- - - waivers must be specifically and previously approved by the District in writing. E Irrigation Plan Overall 0 20' 40' Acceptance the improvement plans by the District does not relieve the Registered aEngineer of these responsibilities. Horizontal Scale: 1" = 20' BY: DATE: L2mOO ADA COUNTY HIGHWAY DISTRICT ��o HEAVY DUTY VALVE BOX, CHRISTY VALVE ID TAG. HEAVY DUTY VALVE BOX, 24"x 3M DBY-R SPLICE KIT WITH REMOTE CONTROL VALVE PER 20"x 13"MIN. 13" MIN. INCREASE AS NEEDED TWIST-ON CONNECTORS, OR \\ �i►,�� PLANS DRIP ZONE VALVE KIT PER PLANS TO PROVIDE CLEARANCES APPROVED EQUAL. ��/�� THE FINISH GRADE AT TOP OF TRENCH SHALL MATCH CHRISTY VALVE ID TAG. STATED IN NOTES BELOW. LAND / 3"MIN. FINISH GRADE (ie� 0 SURROUNDING FINISH GRADE 5"MAX. SCH. 80 UNION WITH SCH. 80 FINISH GRADE • SCH. 80 UNION WITH SCH. 80 3M DBY-R SPLICE KIT NIPPLES BOTH SIDES. 3 MIN. - GROUP FINISH GRADE NIPPLES BOTH SIDES. WITH TWIST-ON MATCO BRASS ANGLE VALVE WITH 511 MAX. \ //\ \zo / \\ j \\//\\ j/ ° °, EXTENDED 24"ABOVE GRADE MATCO BRASS ANGLE VALVE WITH PAINTED 2"x 4"STAKE CONNECTORS, OR CROSS TOP. SIZE TO MATCH \i\ /\ ° 18 CROSS TOP. SIZE TO MATCH REMOTE 3 APPROVED EQUAL. REMOTE CONTROL VALVE. 3"MIN. CONTROL VALVE. MIN. SOLVENT WELD BELL SCH. 80 NIPPLE. LENGTH AS o p LATERAL �c ( ) o III END PVC PIPE TO SCH. REQUIRED TYP. z 6.p \/\/ j\\\ / / / ° SCH. 80 NIPPLE. LENGTH AS I 80 NIPPLE, CUT FILTER FABRIC BARRIER ON SIDES o q/y!/ FPry \\ ° REQUIRED (TYP.). o THREADS OFF GLUED N�c py! \\ ��\\/\ \\\/ / \/\\ ° ° ° I III o IIII III END. AND BOTTOM OF VALVE BOX. 12 AWG TRACER WIRE \\ \\\\\- '\\ ° ° FILTER FABRIC BARRIER ON SIDES / i/ MIN. 24"COVER/ AND BOTTOM OF VALVE BOX. I I BRICK PAVERS 1 OF 4 BARE COPPER \/ / / / / \ MIN. 18" ° ° BRICK PAVERS (1 OF 4) MAINLINE / \ p \ \ / EXTENSION ° ° ° 6" DEPTH PEA GRAVEL SUMPSAND OR ROCK FREE SOIL /\\\\\/ \ \� p ° ° 6" DEPTH PEA GRAVEL SUMP SCH. 80 UNION WITH SCH. 80 SOLVENT WELD BELL END \ AROUND ALL PIPE i \\ \\/ ° SCH. 80 UNION WITH CONTROL WIRES.TAPE TO NIPPLES BOTH SIDES. PVC PIPE TO SCH. 80 / \�\ A4 ° CONTROL WIRE.TAPE TO MAINLINE SCH. 80 NIPPLES BOTH MAINLINE IN 10' INTERVALS. NIPPLE, CUT THREADS OFF °° ° ° IN 10' INTERVALS. GLUED END. \ / \\\//\ ° ° ° a ° SIDES. PVC LATERAL OR j\\\/\� ° ° ° ° ° ° ° ° /\� \\\\\/\j MAINLINE O / \\\\\ \ °° NOTES: j\\\/j NOTE: 1. ALL PVC FITTINGS SHALL BE SCH.40 UNLESS OTHERWISE NOTED. LU PVC SLEEVE TWICE THE SIZE �/ \ / / 1. ALL PVC FITTINGS SHALL BE SCH. 80 UNLESS OTHERWISE NOTED. 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT.TAGS SHALLMIJ TAPE AND BUNDLE CONTROL / \j\\\ \\ \\/� OF IRRIGATION LATERAL OR \�\�\\/\\\ \\ \\ \\ \\ \\ \\�\ 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT.TAGS HAVE DIGITAL LETTERING/NUMBERING ONLY. WIRE AT 10-0 O.C. INTERVALS, /\\ \ \/ MAINLINE \�\� SHALL HAVE DIGITAL LETTERING/NUMBERING ONLY. 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. PLACE TO SIDE OF MAINLINE 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. 4. CENTER DRIP ZONE KIT ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX.A MINIMUM OF 3"CLEARANCE CONTROL WIRE SLEEVE.WIRE SHALL \\ � � � � � � �� 4. CENTER REMOTE CONTROL VALVE ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX.A MINIMUM SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND DRIP ZONE KIT ASSEMBLY. NOT BE RAN IN SAME SLEEVE AS '��\/��\'��\��\'��\��\��� OF 3"CLEARANCE SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND REMOTE CONTROL VALVE. 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE SPECIFIED W \\\/ IRRIGATION PIPING. 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE LATERAL SIZE ON PLANS. SPECIFIED LATERAL SIZE ON PLANS. 6. ALL DRIP ZONES SHALL HAVE A FILTER WITH STAINLESS STEEL SCREEN AT A 120 MESH (MIN.). Q TRENCH SECTION REEVING SECTION 3 REMOTE CONTROL VALVES (ANGLE VALVE) 4 DRIPLINE REMOTE CONTROL VALVE (ANGLE VALVE) Z SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS a o IRRIGATION SCHEDULE C i DRIP REMOTE CONTROL VALVE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER PROS-04-PRS30-CV 8' RADIUS 30 5/1-2.50 L2 50Q T Q F TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED FINISH GRADE (MULCH) DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT 2"MAX. MATERIAL. BACK OF WALK I I PVC SUPPLY HEADER FINISH GRADE (MULCH) HUNTER PROS-04-PRS30-CV 10' RADIUS 30 5/1-2.50 OR CURB m TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED 17 MM ELBOW C Q T H F ROW SPACING PER PLAN FINISH GRADE (TOP SOIL) DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. aCL DRIPLINE PERIMETER LATERALS N HUNTER PROS-04-PRS30-CV 12' RADIUS 30 5/L2.50 O I \\� \\\ FINISH GRADE I 4"FROM EDGE � C (P &**#0 TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED INSTALL 1/4"ABOVE GRADE FINISH GRADE (TOPSOIL) l� o o Q T H TT TQ F DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT y \\ \/ \\/ ....... / MATERIAL. r � \\\ %\\ �\ I I 17MM FEEDER TUBING - C HUNTER PROS-04-PRS30-CV 15' RADIUS 30 5/L2.50 CD \\\� / / POP-UP SPRAY HEAD LENGTH AS REQUIRED - TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. WITH FACTORY INSTALLED /aOD�/ 3 = Q T H TT TQ F DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL WITH UV RESISTANT O MARLEX STREET ELBOW I I / MALE ADAPTER � MATERIAL. � Q 900 ELBOW SPIRAL W. PVC TEE (SST) BARB FITTINGS LINEAR LOW DENSITY POLYETHYLENE SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL SWING PIPE (24"LONG MAX.) I I WIDTH PER PLAN HUNTER ICZ-101-25 4/1-2.50 DRIP CONTROL ZONE KIT. 1"ICV GLOBE VALVE WITH 1"HY100 FILTER PVC LATERAL-REFER SYSTEM. PRESSURE REGULATION: 25PS1. FLOW RANGE: 2 GPM TO 20 O TO TRENCH DETAIL FOR _ GPM. 150 MESH STAINLESS STEEL SCREEN. L- SECTION STAPLE ALL TEES, DEPTH. _ AREA TO RECEIVE DRIPLINE 6/L2.50 O 70 SCH.40 TEE (SST) OR ELBOW (ST) ELLS,AND 2"O.C. - HUNTER HDL-06-18-CV PVC SUPPLY HEADER o PVC LATERAL LINE _ HDL-06-18-CV: HUNTER DRIPLINE W/0.6 GPH EMITTERS AT 18"O.C. IY g CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE UJ e LATERALS SPACED AT 18"APART,WITH EMITTERS OFFSET FOR y N L2.50 NOTE: MIJ PLAN VIEW 1. DRIP IRRIGATION SHALL BE PLACED UNDER TRIANGULAR PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC � WEED BARRIER AND MULCH. FITTINGS. Cn SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL w HUNTER ICV-G 3/1-2.50 0 SPRAY HEAD SPRINKLER DRIPLINE LAYOUT DRIPLINE LATERAL CONNECTION GLOBE CONFIGURATION,WITH ELECTRNPTTHREADED N EOT/OUTOLET FORS' W c 5 SCALE: NTS 6 SCALE: NTS 7 SCALE: NTS COMMERCIAL/MUNICIPAL USE. 0 ZURN 375 3/4 912.50 Revisions BF REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZE 3/4-IN REDUCED PRESSURE BACKFLOW HUNTER IC-4200-PED-SS 10/1-2.50 PREVENTER PER PLAN. GALV. UNION © MODULAR CONTROLLER,36 STATIONS, OUTDOOR MODEL, STAINLESS TEE WITH 1" PLUG FOR STEEL PEDESTAL. COMMERCIAL USE.WITH SIX ICM-600 MODULES STRONG BOX ENCLOSURE. FOR 1"AND SMALLER R.P.V. SPRINKLER BLOWOUT BY INCLUDED. FINISH GRADE USE SBBC-30AL, LARGER THAN 1"R.P.V. USE SBBC-45AL. AIR COMPRESSOR. PROVIDE LOCKING KIT PQC 1-IN SERVICE DOWNSTREAM OF 3/4-IN DOMESTIC WATER METER AIR GAP � (� NETAFIM LINE FLUSH z STAINLESS STEEL PEDESTAL IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1/1-2.50 VALVE (TLSOV) '� ENCLOSURE PER PLANS. INSTALL 10" ROUND VALVE BOX N 10.5" PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH.40 FITTINGS PER MFG INSTRUCTION. 10"ROUND VALVE BOX z 7 - 6" � T I 4"THICK CONCRETE FROM 1/2"-2-1/2"PIPE SIZES.ALL PIPE 3"AND ABOVE SHALL BE CLASS FINISH GRADE 1 PAD, SIZE AS REQUIRED 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. TO PROVIDE 6"OFFSET IRRIGATION MAINLINE: PVC SCHEDULE 40 1/1-2.50 10"0 CLASS 200 PVC \\ ON OUTSIDE END PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH.40 FITTINGS BRICK PAVERS 1 OF 3 \\� �� ��� AROUND ENTIRE FROM 1/2"-2-1/2"PIPE SIZES.ALL PIPE 3"AND ABOVE SHALL BE CLASS ( ) �\\�i��� '�\ \. \\��\� 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. \���\�.< ENCLOSURE. ISOLATION VALVE. LEEMCO GATE i\\\ 8 DEPTH \\ \ i VALVE WITH GROSS TOP \\i \i\\i�\ \ PEA GRAVEL \ \i� PIPE SLEEVE: PVC CLASS 200 SDR 21 2/L2.50 IIII I \\i i\i\\\ \i \i\ \i 6" MIN.THICK CONCRETE PAD. PIPE SLEEVE SHALL BE TWICE THE SIZE OF DESIGNED PIPE DIAMETER FOR \�\\�E OF 0,1 DRIP TUBING PER PLAN (LGT11 SIGATIO SIZE TO MATCH \� \�\\i EXTEND 12 BEYOND END OF �P y / IRRIGATION MAINLINE SIZE. � i\\i\\�\,�i ' � MAINLINE AND 4 FOR LATERAL LINES. INSTALL ADDITIONAL 2 SLEEVE AT �� 5 T O \\\�\\ij PEDESTAL, MIN. ALL MAINLINE SLEEVES FOR CONTROL WIRES OR WHERE CONTROL WIRE DOMESTIC WATER LINE \\� \\�\\�\\\i\y�\ GALV. ELBOWL SOLVENT WELD BELL END PVC ° ° ° ° LEAVES MAINLINE ROUTE. ° (3) BRICK SUPPORTS CONNECTION / , PIPE TO SCH. 80 NIPPLE, CUT ° ° ° ° 6" MIN. DEPTH COMPACTED Valve caiiout c W /\ \ valve Number THREADS OFF GLUED END. ` \i DRAIN VALVE.VALVE SHALL BE OFFSET SUB-GRADE LA-16589 GALV. NIPPLE LENGTH AS REQUIRED. .,\\ \\� # # Valve Flow id 4 FROM SERVICE LINE WITH GALV.TEE AND GRAVEL SUMP (1 CUBIC FOOT) MATCH MAINLINE SIZE (TYP.) y \\. POWER SUPPLY SCH.40 (2) SCH.40 CONDUIT WITH 12"PIPE �i L NIPPLE.%" BUCKNER VBM BRASS ANGLE CONDUIT WITH 12"PIPE SWEEP SWEEP #" Valve size //��NDSCA4� VALVE WITH VERTICAL 2"NIPPLE. '\�\� ZI I I 11 2 CUBIC FEET OF PEA GRAVEL 01/22/2021 Project No.: 119025 Plans Are Accepted For Public Street Date of Issuance: 01/22/2021 NOTES: Project Milestone: Permit Set 1. ALL FITTINGS&PIPING SHALL BE TAPE-WRAPPED SCH.40 GALVANIZED STEEL FROM THE NOTES: Construction POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 1. IRRIGATION CONTRACTOR SHALL GROUND PEDESTAL, CONTROLLER AND Irrigation Plan _ 2. PROVIDE 3"CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE TWO-WIRE PATH AS SPECIFIED PER MANUFACTURES RECOMMENDATION. By stamping and signing the improvement plans,the Registered Engineer ensures the Details ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES. District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. AcceptDRIP FLUSH VALVE REDUCED PRESSURE BACKFLOW ASSEMBLY IRRIGATION CONTROLLER PEDESTAL MOUNT Engineer serthe espravementplansbytheDistrictdoesnotrelievetheRegistered Engineer of these responsibilities. SN Eo 8 9O SCALE: NTS SCALE: NTS SCALE: NTS BY: DATE: L2m5O ADA COUNTY HIGHWAY DISTRICT