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CC - Landscape Plans269' E. LAKE HAZEL RD. MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 r- I'.'.'. 20' 1 COLLECTOR LANDSCAPEI, 11 BUFFER. BUFFER NORTH OF ARROW IS SHOWN FOR I ` REFERENCE ONLY. O l I BUFFER TO BE \ I I 10 DESIGNED, APPROVED G I AND INSTALLED AS A PART OF LAKE HAZEL N O RECREATION AVE. ( It ROADWAY CA IMPROVEMENT I --' �I ^m SUBMITTAL I IIII 8 O ro 20' f COLLECTOR �. BUFFER O7 MEASURED FROM I. BACK OF CURB > } z N O I O S w N �, hl• I BLOCK 1 O DISCOVERY PARK CITY OF MERIDIAN S1405212410 O ►: `'mil BLOCK ST. J�w=Rww oaaYZZp3w� gQ�o�a PLANT SCHEDULE ¢¢m¢ZZlwwo N w Q o W m o N O 0 W o m TREES CITY BOTANICAL/ COMMON NAME o of m w rn O Q Z a Q S f 10 \!,// ACER TRUNCATUM PACIFIC SUNSET TM PACIFIC SUNSET MAPLE • 14 CARPINUS BETULUS EUROPEAN HORNBEAM RV LANDSCAPE COVER 0 100 200 300 Plan Scale: 1" = 100' Tap\ GENERAL LANDSCAPE NOTES 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THIS LANDSCAPE PLAN AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. IF QUANTITIES LISTED DO NOT CORRELATE WITH WHAT IS SHOWN ON THE PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. THIS INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, ROCK, TOPSOIL, MULCH, SEED OR SOD, EDGING, AND DRIP LINE QUANTITIES. 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE LANDSCAPE ARCHITECT OF AVAILABLY OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES. IF A SPECIFIED PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES SHALL NOT ALTER THE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER. 3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, INC. ® 1.800.342.1885. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE CONTRACT PERIOD. SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS THAT REQUIRE MITIGATION NOTIFY THE RESPONSIBLE PERSON IMMEDIATELY. FAILURE TO NOTIFY THE RESPONSIBLE PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS EXISTING CONDITION. 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. ALL DELETERIOUS MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BE REMOVED PRIOR TO ANY FILL OPERATIONS. FINISH GRADES TO BE SMOOTH AND EVEN. GRADIENTS TO REMOVE LOW AND HIGH POINTS AND TO PROVIDE POSITIVE DRAINAGE. 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS PER SPECIFICATIONS. SOIL SHALL BE FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. REUSE EXISTING SURFACE TOPSOIL IF AVAILABLE. 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS, OR OTHER FOREIGN MATERIALS AND A PH OF 5.5 TO 7.0. IF ON -SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: PROVIDE APPROVED IMPORTED TOPSOIL OR AMEND THE ON -SITE TOPSOIL. 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6" MIN.; PLANTER BEDS - 12" MIN.; CURB ISLANDS - 18" MIN.ALL PLANTING BEDS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE. 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. SLOPES FOR TURF AREAS SHALL NOT EXCEED 3:1. 10. PRE -EMERGENT HERBICIDE SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO INSTALLATION OF PLANT MATERIALS AND MULCH. 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING CONDITION. 12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PORTION OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING. 13. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PORTION OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING. 14. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH COMPARABLE SIZE AND SPECIES AT NO COST TO THE OWNER. 15. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 16. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: • PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. • RE -SET SETTLED PLANTS TO A PROPER GRADE AND POSITION. • RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE AND REPLACE DEAD MATERIAL. • TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY NEEDED. • CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES APPARENT AND WEATHER AND SEASON PERMIT. NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER CITY OF MERIDIAN UDC AND ARE NOT OPEN SPACE CALCULATIONS. REFER TO THE OPEN SPACE EXHIBIT FOR OFFICIAL QUALIFIED OPEN SPACE CALCULATIONS. OPEN SPACE TREE CALCULATIONS (1TREE/8000SF) BLOCK # LOT # LOT AREA (SF) QUALIFIED AREA (SF) QUALIFIED AREA (AC) REQ PRVD 1 1 78,185 28,621 0.66 4.00 15.00 EXCLUDES FARR LATERAL EASEMENT AND ARTERIAL AND COLLECTOR LANDSCAPE BUFFERS MEASURED FROM BOC 1 28 2,610 2,610 0.06 0.00 0.00 1 35 1,773 1,773 0.04 0.00 0.00 2 1 28,349 28,349 0.65 4.00 6.00 2 6 1,552 1,552 0.04 0.00 0.00 3 1 2,465 2,343 0.05 0.00 3.00 EXCLUDES COLLECTOR LANDSCAPE BUFFER MEASURED FROM BOC TOTAL OPEN SPACE TREES 8.00 24.00 STREET TREE CALCULATIONS (1TREE/35 LF) STREET NAME BUFFER WIDTH LF NUMBER OF DRIVES WIDTH PER PLAN CALC REQ PRVD E. LAKE HAZEL RD. 25' 269 0 113 LF/35 3.00 3.00 EXCLUDES FARR LATERAL EASEMENT S. MOUNTAINTOP WAY 13.5' 1122 12 810 LF/35 23.00 23.00 S. UTMOST WAY 13.5' 1291 14 927 LF/35 26.00 26.00 E. WICKHAM DR. 13.5' 656 8 448 LF/35 13.00 14.00 E. OPTIMUM ST. 13.5' 256 0 256 LF/35 7.00 7.00 S. RECREATION AVE. 20' 910 0 910 LF/35 26.00 26.00 TOTAL STREET TREES 98.00 99.00 PATHWAY TREE CALCULATIONS (1TREE/100 LF) BLOCK # LOT # LF CALCULATION REQ PRVD 1 28 145 145 LF/100 1.00 2.00 TOTAL PATHWAY TREES 1.00 2.00 MITIGATION REQUIREMENTS THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL TOTAL TREES REQUIRED/PROVIDED 107.0 125.0 GENERAL IRRIGATION NOTES 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN, OR SHOWN CORRECTLY. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE TO ALL LAWN AND PLANTING AREAS. THE WORK SHALL CONSIST OF PROVIDING AND INSTALLING ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM INCLUDING POINT OF CONNECTION, PIPE, VALVES, FITTINGS, HEADS, AUTOMATIC CONTROLS, AND ALL ASSOCIATED LABOR. 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS. 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. 6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF UTILITY SUPPLYING WATER FOR PREVENTION OF BACKFLOW AND BACK-SIPHONAGE 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. 8. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN EACH CONTROL VALVE. 9. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON SEPARATE ZONES FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. 10. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM PSI IS ADEQUATE TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE TO ALL LAWN AND PLANTING AREAS. SHOULD THE PSI BE LESS THAN ADEQUATE, NOTIFY THE ARCHITECT IMMEDIATELY. IN THE EVENT THAT THE ARCHITECT IS NOT NOTIFIED PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, FAUCETS, VALVE BOXES, AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING "DANGER -UNSAFE WATER OR NON -POTABLE WATER." 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER SHRUB AREAS Q / , 6" TO 12" AWAY FROM EDGE OF PAVEMENT FOR EASE OF ACCESS. 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT PRODUCED BY A SINGLE ACCEPTABLE MANUFACTURER, INCLUDING HEADS, VALVES, CONTROLS, AND ACCESSORIES. 15. A MIN. OF 4" POP -UPS ARE TO BE USED IN ALL LAWN AREAS. DRIP IRRIGATION TO BE USED IN ALL PLANTER BEDS. 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE CIRCUIT PIPING. WATER VELOCITY IN ALL PIPES SHALL NOT EXCEED FIVE FEET PER SECOND. MINIMUM PIPE SIZE TO BE 1". 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL ROADWAY PARKING AND WALKWAY SURFACES. EXTEND 6" MINIMUM BEYOND SURFACE EDGE. IDENTIFY ENDPOINTS OF SLEEVING. 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD SURFACES NOT PROTECTED BY A VERTICAL CONCRETE CURB SHALL BE PLACED 18" FROM THE EDGE OF THE ROAD SURFACE. 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO PROVIDE 120 VOLT POWER AND ALL REQUIRED CIRCUITS FROM THE ELECTRICAL PANEL TO THE IRRIGATION CONTROLLER. SIZE WIRE AND CONDUIT AS REQUIRED. 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION INCLUDING ADJACENT PROPERTIES. REPAIR INCLUDES BUT IS NOT LIMITED TO PIPING, VALVES, HEADS, DRIP COMPONENTS, CONTROL WIRES AND EQUIPMENT, AND SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE COARSE OF CONSTRUCTION. 22. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DISCREPANCIES BETWEEN DESIGN DRAWINGS AND ACTUAL SITE CHARACTERISTICS. CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PROVIDED ON DRAWINGS. CONTRACTOR SHALL STOP CONSTRUCTION AND CONTACT THE OWNER IMMEDIATELY FOR FURTHER DIRECTION IF DISCREPANCIES OCCUR. 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE IRRIGATION CONTRACTOR SHALL PROVIDE A NEAT AND LEGIBLE AS -CONSTRUCTED IRRIGATION PLAN, AN OPERATION AND MAINTENANCE MANUAL, AND UP TO (8) HOURS OF ORIENTATION AND/OR TRAINING FOR THE OWNERS MAINTENANCE AND OPERATIONS STAFF. 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF IT'S ACCEPTANCE. REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE COMPLETED PROMPTLY BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE OWNER, SPRING START UP AND WINTERIZATION DURING THE GUARANTEE PERIOD. ACHD LANDSCAPE NOTES 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. CONTACT INFORMATION DEVELOPER/OWNER BRIGHTON DEVELOPMENT INC. 2929 W. NAVIGATOR DR., SUITE 400 MERIDIAN, IDAHO 83642 PHONE: (208) 378-4000 CONTACT: JON WARDLE EMAIL: jwardle®brightoncorp.com LANDSCAPE CONSULTANT KM ENGINEERING, LLP 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE: (208) 639-6939 FAX: (208) 639-6930 CONTACT: ALYSSA YENSEN, PLA EMAIL: ayensenOkmengllp.com �41T,ISS E�0.•�9�•. P.. �O .• A Y • O ��•i lq - ....•-� . NDSCA4 _ a 0 O z O w z2 O Q O cn U W oa a m - U � � 0 X Lu Z Lu Q J Lu E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: WHB DRAWN BY: WHB CHECKED BY: AY DATE: MAY 2022 PROJECT: 22-015 L1.0 10 KEY NOTES (TYPICAL) ® PLANT SCHEDULE 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL TREES OTY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS ef� TREES WITHIN TURF AREAS. — — — — — — — — — — —� � 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION 10 ACER TRUNCATUM 'PACIFIC SUNSET' TM 2" CAL. B&B 35'X30' CLASS II fp \ TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY PACIFIC SUNSET MAPLE WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. rpE_�__ deg E3. SHRUB BED TO BE PLANTED WITH PLANT MATERIAL DENOTED ON PLANT SCHEDULE. 14 CARPINUS BETULUS 2" CAL. B&B 50'X40' CLASS II 0— 17 ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH OF 1" BLACK AND TAN ROCK �����„✓// EUROPEAN HORNBEAM MULCH \ \\ \ WITH APPROVAL PRIOR PERMEABLE BORDER NGGANDENS INSTALLING. THE D BARRIER. MUSE IT SAMPLE OF ULCOHOR OWNER R ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE 28 GLEDITSIA TRIACANTHOS'IMPERIAL' 2" CAL. B&B 40'X35' CLASS II �4 p\ PLASTIC WEED BARRIERS ARE PROHIBITED. IMPERIAL HONEYLOCUST \ 4. TREES PLANTED IN PARK STRIPS (BY BUILDER) TO BE CENTERED BETWEEN BACK OF p\� r up CURB AND SIDEWALK. 6 "SPRING SNOW" 2" CAL. B&B 25'X20' CLASS SPRING T p\ \ SPRING SNOW CRABAPPLE 5. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' apr�\\ rpp\ 4-0CLEARZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 15 PYRUS CALLERYANA'REDSPIRE' 2" CAL. B&B 40'X25' CLASS II a p \ep 7.0p 6. SIX FOOT (6') TALL STAINED CEDAR WOOD FENCE. SEE L4.0-9. REDSPIRE CALLERY PEAR c� 4Pr ep\ 7. FIVE FOOT (5') TALL CLEAR METAL FENCE. SEE L4.0-8. • 20 TLIAAMERICANA 2"CAL. B&B 60'x40' CLASS 11 15 dp \\ \� oo• AMERICAN LINDEN pr Fo Fc\ 8. 10' PATHWAY. SEE CIVIL PLANS. ~ q p TpN \ •• 16 Ar S0� FO� \ 9. 5' MICRO PATHWAY. SEE CIVIL PLANS. o EVERGREEN TREES QTY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS Fo ro 10. SCHEMATIC TREE LOCATIONS AND ASSOCIATED LANDSCAPING ALONG LAKE HAZEL ROAD AND RECREATION AVENUE. REQUIRED TREES AND ASSOCIATED LANDSCAPE 10 PICEA PUNGENS'HOOPSII' 6'-8' B&B 35'X15' EVERGREEN 17 Fb\\IMPROVEMENTS ALONG LAKE HAZEL ROAD AND RECREATION AVENUE ARE SHOWN HOOPSI BLUE SPRUCE SCHEMATICALLY AND SHALL BE APPROVED AND INSTALLED AS A PART OF LAKE HAZEL \T0 \ AND RECREATION AVENUE ROADWAY IMPROVEMENT PLANS. 9 ° 8 PINUS FLEXILIS'VAN DERWOU"S PYRAMID' 6'-8' B&B 25'X15' EVERGREEN o 11.INSTALL FLAT —BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE VANDERWOLF'S PYRAMID PINE W o 18 \ L3.0-2. a� 0 a „ 12. TOT LOT. GARRETT & COMPANY, INC NUMBER R0032_44453649608 OR APPROVED EQUAL. CONTACT ANGELA LEBARON AT OTHER TREES QTY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS 2 � a / , ° \ \ ANGELA®GARRETTANDCOMPANY.COM. INSTALLTALL PER OR ER MANUFACTURERS RECOMMENDATION. �W \ \ SEE L3.0-6. 14 STREET TREES 2" CAL. B&B VARIES CLASS II 0 4 \ SCHEMATIC LOCATION 0 o°ea oo, 6g •' o w 7 q . o \ 13. TOT LOT CONTAINMENT CURB, DRAINAGE SAND WINDOW, AND SAFETY SURFACING. SEE REQUIRED TREES ALONG LAKE HAZEL RD. L3.0-4 AND L3.0-5. AND RECREATION AVE. ARE SHOWN • '• •' 19 \ SCHEMATICALLY AND SHALL +O+ oi o° �LAKE HAZEL AND RECREATION AVE. ^ 14. ACCESSIBLE TOT LOT ACCESS RAMP. SEE L3.0-3. \ G+ APPROVED AND INSTALLED ASA PART OF 4._ s \ 00 0• W W W " W W 1 ^� ' 15. BENCH SEATING. SEE L3.0-7. ROADWAY IMPROVEMENT PLANS. W W l 16. t4' HEIGHT LANDSCAPE BERM. I . W W o' . o' . '• '" \ � GROUND COVERS QTY BOTANICAL/COMMON NAME CONT 8 0� 8 i° °W W W • W 5 ! \ 17. EXISTING TO REMAIN. PRESERVE AND PROTECT. E. LAKE HAZEL RD. —FO 1 h- FO ■ • \\. I1 I �I�Olpjo� �. ,I�`�OI O► O .�i,.On._.�n.w .O� OI �i✓NI I rtr.� I6a�r' IE�7 tIN�, \ err e!T (J OLj � Oe Ilri �•qplp ^ lO O O O O O BLOCK 1 O 3 11 BLOCK 3 �� LANDSCAPE PLAN 4 I BLOCK 2 9, W • apW + o ry W ry e ♦ W � q • \ 20 °° �Ao. ° W W w 12 \ 21 q oq •I aW W W \ Wil . i q • v \ 9 a W ° 7 3 \ P od i! O O o\ \. �s \ oq O 23 2 \\\ i... o 3 7. 5 5 O ro39 \ \� •0 O 6 - pR•e Q w. \ a.,W C0 3 9 28 m 26 \ \\ 30 3 i�bP\/ q �\\ \ 'A 31 32 34 33 BLOCK 1 4 P\ �1 4 P1� r% q�Pt Y 82,492 SF TURF SOD RHIZOMATOUS SOD RHIZOMATOUS TALL FESCUE OTHER CITY BOTANICAL/COMMON NAME CONT 73,748 SHRUBS AND PERENNIALS, OR GRASSES NONE 0 SHRUBS SIZE MATURE HXW CARYOPTERIS X CLANDONENSIS'BLUE MIST' 2 GAL. 3'X3' BLUE MIST SHRUB JUNIPERUS HORIZONTALIS'BLUE CHIP' 2 GAL. 1'X6' BLUE CHIP JUNIPER JUNIPERUS SCOPULORUM'BLUE ARROW' 6'-8' B&B 12'X3' BLUE ARROW JUNIPER PHYSOCARPUS OPULIFOLIUS'SUMMER WINE' 2 GAL. 5'XS' SUMMER WINE NINEBARK RHAMNUS FRANGULA'FINE LINE' 2 GAL. 6'X3' FINE LINE BUCHTHORN ROSA X'NOARE' 2 GAL. 3'X3' FLOWER CARPET RED GROUNDCOVER ROSE SPIRAEA X BUMALDA'GOLDFLAME' 2 GAL. 3'X3' GOLDFLAME SPIREA ANNUALS/PERENNIALS SIZE MATURE HXW ECHINACEA PURPUREA 1 GAL. 5X2' PURPLE CONEFLOWER HEMEROCALLIS X'STELLA DE ORO' 1 GAL. 1'X2' STELLA DE ORO DAYLILY NEPETAX FAASSENII'JUNIOR WALKER' 1 GAL. 1.5' X 4' JUNIOR WALKER CATMINT RUDBECKIA FULGIDA'GOLDSTRUM' 1 GAL. 2'X2' CONEFLOWER SALVIA NEMOROSA'MAY NIGHT' 1 GAL. 2'X2' MAY NIGHT SAGE ZAUSCHNERIA GARRETTII'ORANGE CARPET' 1GAL. .5'X2• HUMMINGBIRD TRUMPET GRASSES S1ZE MATURE HXW CALAMAGROSTIS X ACUTIFLORA 1GAL. 4 X2 'KARL FOERSTER' FEATHER REED GRASS HELICTOTRICHON SEMPERVIRENS'BLUE OATS' 1 GAL. 3'X3' BLUE OAT GRASS MISCANTHUS SINENSIS'MORNING LIGHT' 1 GAL. 5'X4' EULALIA GRASS PANICUM VIRGATUM'HEAVY METAL' 1 GAL. 4'X2' BLUE SWITCH GRASS FENCE EXHIBIT 6' HEIGHT STAINED CEDAR WOOD FENCE. SEE FENCE EXHIBIT AND L4.0-9. 5' HEIGHT OPEN VISION METAL FENCE. SEE FENCE EXHIBIT AND L4.0-8. ((��o AY • o . * :I7�v�5S E� �•i . NDSCP _ a 0 0 Z Z O N Z 2 Z Q < d Lu QCIO Q X w Z Lu Q 1..1 Lu E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: WHB DRAWN BY: WHB CHECKED BY: AY DATE: MAY 2022 PROJECT: 22-015 0 50 100 150 Plan Scale: 1" =50' L2.0 (2)-BVC WOOD TREE STAKES(MIN. 6' HT, CHAINLOCK TREE TIES NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. REMOVE ANY SOIL AND/OR MULCH AWAY FROM TREE CROWN AFTER 1—TALLATION 1 REMOVE DEAD/ DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACE. TRUNK FLARE. LOCATE PRIOR TO PLANTING. FLARE SHALL BE VISIBLE AFTER PLANTING. MULCH PER PLAN KEEP 1"-2" AWAY FROM TRUNK FLARE FINISH GRADE 3" HT. WATERING BASING BERM FERTILIZER TABLETS FOLD BACK BURLAP FROM TOP 23 OF ROOTBALL. REMOVE WIRE BASKET. BACKFILL SOIL MIX GENTLY PACK BACKFILL USING WATER TO SETTLE SOIL AROUND ROOTBALL ROOTBALL ON UNDISTURBED SOIL THAN ROOTBALL AT BASE AND A MIN. 3 TIMES WIDER THAN ROOTBALL AT FINISH GRADE. DEPTH SHALL BE NOTES: SAME AS THE ROOTBALL. 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. DECIDUOUS TREE PLANTING AND STAKING DETAIL I'll GF SHOVEL CUT EDGE NTS A6m NTS MULCH AT TOPSOIL "WOOD CARPET" RECREATIONAL 405 TYPHOON SLIDE SURFACING OR HULA ADASTAIRS 71874959 APPROVED EQUAL, Z CLIMBER 2•RISE TRANSFER SHALL BE INSTALLED O 7188M3 7189599 POINT H 718861369 f:I IMRINI AT A DEPTH WHICH u BELL POLE WILL COMPACT TO a 718796P1 718808 NO LESS THAN 12" 6 O SIDE -BY -SIDE y DECK 0 CONCRETE VERTICAL CURB �. GEOTEXTILE FABRIC SHALL SLIDE 7185029 6° 3�' RADIUS (TYPICAL) 71E700 CONSIST OF WOVEN, 3' NEEDLE PUNCHED a N FINISH GRADE PER PLANS DECK POLYPROPYLENE MATERIAL VARIES 7185039 SUBSTRATE BONDED TO A N DECK DECK F-...IL SQUARE ROOF NONWOVEN PLYPROPYLENE �• 7185039 7188 - �('1� 7188614 FABRIC, WEIGHING NOT CRUNCH ll{J POD HOPPER LESS THAN 4.8 OZ. PER r.. /\� /\� / STATION HANDRING BRIOGG 71WiG6 SQ. YD. COMPLETELY - •_ f• \ /�\ \� 718782 -S' RH ONLY �/�/ O COVER AREA INDICATED -<. j - �/\/\/ 7188645SR FIT CAL(ARGo ON PLANS OVERLAPPING 1�_? \/ / \\/ END LADDER O B 047M1� EDGES AT A MINIMUM OF - - \/ /�/ 18rnB R 71681553 12 WRAP TOP AND,. 4'CARGO CLIMB -OVER O SIDES OF GRAVEL TH"'"": \ \\/ / /\\ 71 WI8845645 FABRIC. 't:'' 4' CARGO CLIMB -OVER sr:•• / /\/ \\718845645 8" DEPTH OF �.,-„ WASHED ` , ,.' \�� ��� / SADDLE SEAT GRAVEL+.•::y .,•.:1,5 \ /� ® ANGLED POST SADDLE SEAT 9451 STRAIGHT POST Y4" CRUSHED / / / ® 9452 AGGREGATE //\�\\% JAX WEB NOTES: EXISTING SUBGRADE *4111. 1. SCORE JOINTS ® 10' O.C. COMPACTED TO 95% 2. EXPANSION JOINTS ® 40' O.C. AND WHEN CURB ABUTS DRY DENSITY PER J A SIDEWALK. STM D698 3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB AND RADII. 5 N 1N J— rl. r?ter rXO/� #4 REBAR—/ SOFT FALL 1' DEPTH CONCRETE ENGINEERED RAMP FOOTING WOOD FIBER 6" 4" DEPTH, 3/4" CRUSHED AGGREGATE ROCK COMPACT TO MAX. DRY DENSITY COMPACTED SUBGRADE Jlz ACCESSIBLE TOT LOT ACCESS RAMP %..JIW NTS S% MAX ------------- _a MINIMUM USE ZONE PER MANUFACTURER'S RECOMMENDATION REFERENCE PHOTOS } STAINLESS STEEL 27 FLATHEAD CAP SCREW 4 I R ,per I„ HOLES 31„ a 17 " v a v a 21 1%" 1 SIDE VIEW 71„ p J� FRONTT VIEW 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER NOTES: OF %" THICKNESS. 1. INSTALL PER MANUFACTURERS RECOMMENDATION. GARRETT & COMPANY, INC. NUMBER R0032_44453649608 OR 5. SCORE JOINTS SHALL BE MINIMUM Y8" WIDE, 1X2" DEEP, APPROVED EQUAL. CONTACT ANGELA LEBARON AT 1-800-748-4608 OR ANGELAOGARRETTANDCOMPANY.COM AND ROUNDED CORNERS. TOT LOT CONTAINMENT CURB AND SAFETY SURFACING a TOT LOT DETAIL AND REFERENCE PHOTOS NTS V#/ NTS NOTES: 1. 140-60 BENCH BY DuMor WITH NO CENTER ARM REST 2. FINISH TO BE POWERCOATED BLACK. 3. REFER TO LAYOUT PLAN FOR BENCH LOCATION. 4. INSTALL PER MANUFACTORY RECOMMENDATION. 7 BENCH DETAIL NTS 4" DEPTH CONCRETE 5% MAX SLOPE PER ADA REQUIREMENTS. EXPANSION JOINT CONCRETE SIDEWALK. SEE CIVIL PLANS FINISH GRADE, SEE CIVIL PLANS "WOOD CARPET" RECREATIONAL SURFACING PER PLAYGROUND CURB AND SAFETY SURFACING DETAIL WASHED GRAVEL PER PLAYGROUND CURB AND SAFETY SURFACING DETAIL CRUSHED AGGREGATE BASE PER PLAYGROUND CURB AND SAFETY ' SURFACING DETAIL COACRETE PER PLAYGROUNDvERTICAL VARIES URB D iAFETY SEE PLAN SURFACING DETAIL � � II! -.: ...■i9!-�jll�!.. _ . 1aIIL..._...-jj�IIL ••-iiilL..:_.:r-°jj111L„_ 11n!!!_.jjiLn.0 l���_ II�II�IIII II III���_ �1921 III i'r-'jj�IIIL 11�11�111211_ Il�li 117IIL��p_III�III�IIL��;-111�IIIY'11121jI167.IIL�Ip_III�III�IIL��iell IIL� I�jj�I,IIL�'III llm:m I�II�I,IIL� �211 iiip11. IIIIL�IIL�IIIip IIIj�IIL�llll' L�IIIilij�IlL�llli211j�11 II�II� •111�11� �11� HE -'Il�ll� 'I .�i•�i�i•�i•�%���!r�!r�!Y ;���� �����.iY•Y•�i �7 Y•Y•Y•, •=• �r•tiI DEPTH �� SAN6 \� ••T LX..!� ��'. iti!�'•�'�' WINDOW /�% \\: \\'/\/.\%\\\ \\%�/\y\\\• COMPACTED NOTES: NOTES: SUBGRADE 1. CONTRACTOR SHALL OVER EXCAVATE SAND WINDOW 1' INTO FREE DRAINING MATERIAL. 4 SUBSURFACE DRAINAGE SAND WINDOW NTS OF ID :g�•�SS A Y . O *v� lq - ...... d1. NDSCPS _ a 0 O Z O z = < OQ W N i Z W Q a cW L G Q W E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: WHB DRAWN BY: WHB CHECKED BY: AY DATE: MAY 2022 PROJECT: 22-015 L3.0 z O I— U H N z O U O LL I— O Z Q z_ 2 J W a E. LAKE HAZEL RD. *:�•� A Y �v�SS E��•i TT7TWz t R"W /W - ` R'W \ n • • - \ �� • r1-165'7 •i � sc + ram..\ � \ w \ \ \ %�C� •••A�m��%?.a••4L,�� i wEGr w�± \\w�T \Tp\\\\ ,,,, 9•`/4wt.UpNP,,� °p\ \ \ TOP\ \ TOp \ \ \ :.T. r 1bp \TOP Top \ JOp \ \ TO\ \TOp \ \ \ TOA�'oop\TOP \TOp \ c7 r l \ \ p w w w w w r w ♦ w + • 16 °q °p r°q \ w\TO \ \ 1g \ \ an oq Z 11 q \ \ 2CLEAR " EL POSE � STEP 2" METAL (2) 1" STEEL TUBE RAILS _ (CLEAR) MAX. STEP= 12" \ S� POST CAP 4" APPAfif � r + + + N/ W r r w. w w w wr 10 +++r ++ w\ \ r r r r r • r r r r + r �q °q \ \\ r r \ O CD +BLOCK 2w \ rr +rr r r+ r+ r r ++ 20 o ' qo T\ \ , \ 21 O oq 1/2 1" SQUARE STEEL (1) 1" STEEL TUBE % oq\\ \\ RODS 4" APPART (CLEAR) BOTTOM RAIL �G� \ 5'-FOOT CLEAR VIEW METAL FENCE 10 -+r v zz +\ \\ NTS Oq Z a I 4_ \\ \\ 8'-Orr vi Q 23 \ oq \ 4X6 R.S. CEDAR 6 \ \ POST O CORNERS O 1X6 R.S. CEDAR I Q o \ AND STREET FACING 3/4" CHAMFER OVERLAPING PICKETS 2 o q \ \ SECTIONS (TYP.) 0 POST (TYP.) (I. OVERLAP) H q _ q O 3 1X6 R.S. CEDAR TRIM O S 4 24 o \ z O q O w\ $q \ D o Qco R.S.R S CEDAR z= \ ) OQ o > Z X , r w ` w• l i0 6 0 °q \ � � Co Lu BLOCK 1 c `' + °q \ o ATTACH PICKETS TO SUPPORT N E w\CKHAM OF,Fo w28 w \ \ I RNG-SHANK(2NAILSd0 TOP, W LL 0XLL o < MIDDLE AND BOTTOM. L u C + •�- 29 � 1X6 R.S. CEDAR TRIM OFFSET \w ATTACH TOP AND BOTTOM TRIM WITH (12) 16d GALV. RING -SHANK NAILS. BLOCK 1 8 -0" 8'-0" 3 4X6 R.S. CEDAR POST ON -CENTER SPACING 0 LEVEL PANEL POSE ON -CENTER SPACING O STEPPED PANEL POST 0 CORNERS 1X6 R.S. CEDAR AND STREET FACNG 3/4" CHAMFER OVERLAPING PICKETS 3/4" CHAMFER SECTIONS (IYP.) 4X4 R.S. CEDAR 4X4 R.S. CEDAR S-1/2' MIN. STEP TOP RAIL 0 STEPPED PANEL T X4 R.S. CEDN2 O POST (TYP.) (1" OVER POST) O POST POST ryp) EXTEND TO FAR EDGE OF POST POST (TYP.) E. OPTIMUM ST. 0 EACH END (TYP.) + + 2X6 R.S. CEDAR TOP RAIL 2X6 R.S. CEDAR TOP RAIL 12" MM STEP -SHORTEN PANEL IF NECESSARY rn 2X6 R.S. CEDAR TOP RAIL p 4X4 R.S. CEDAR O 4' CHAMFER PO (TYP.) POST (TYP.) r o o 2X6 R.S. CEDAR TOP RAIL 2 FENCE EXHIBIT 2x4 R.S. CEDAR MIDDLE RAIL 2x4 R.S. CEDAR MIDDLE RAIL tzi 2X4 R.S. CEDAR MIDDLE RAIL 0 60 120 180 po 8 � Plan Scale: 1" = 60' �I n 2X4 R.S. CEDAR MIDDLE RAIL �I s < ENGINEERING 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 FENCE SCHEDULE '' 2x6 R.S. CEDAR BOTTOM RAIL 2X6 R.S. CEDAR BOTTOM RAIL kmengllp.com 2X6 R.& CEDAR BOTTOM RAIL SYMBOLS DESCRIPTION OFFSET DESIGN BY: WHB n 16d ATTAGALV�. CRINGNSHANKOF MINAILEAND RAIL(1) /10WITH 1) (2)A16d GALV. EACH ERNND OF HANKTOP ANAILS ANDND M(110RAIL � OOMATBH GOM�RAIL 2X6 R.S. CEDAR BOTfOL1 RAIL DRAWN BY: WHB 6" HEIGHT STAINED CEDAR WOOD FENCE. SEE L4.0-9. I SCREW - STAINLESS STEEL OR COATED. SCREW - STAINLESS STEEL OR COATED. WITH 3" OFFSET 1X6 R.S. CEDAR CHECKED BY: AY OVERLAPING PICKETS 5' HEIGHT OPEN VISION METAL FENCE. SEE L4.0-8. TOE -NAIL 0 CORNERS WITH (Y OVERLAP) DATE: MAY 2022 G�-' TYPICAL RAIL FASTENERS PROJECT: 22-015 FENCE POST SET ON GRAVEL BED SHEET NO. AND SET WITH CONCRETE (TYPJ 9 6'-FOOT STAINED CEDAR WOOD FENCE L4.0 NITS 0 U D Z 0 0 LL 0 Z Z J Lu