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Home My WebLink AboutLandscape Plan & Amenity Details 1 2 3 4 5 6 LANDSCAPE GENERAL NOTES: IRRIGATION NOTES: SOIL PREPARATION NOTES: PLANTING NOTES: LANDSCAPE CALCULATIONS: ivot 1. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE 1. ALL PROPOSED PLANTING AREAS WILL BE WATERED WITH A COMPLETE IN-GROUND 1. BEFORE CONSTRUCTION BEGINS, HAVE A CERTIFIED LABORATORY SOIL TEST PERFORMED 1. ALL FURNISHED PLANT MATERIAL SHALL COMPLY WITH ANSI Z60.1 AND THE DRAWINGS. A. STREET TREE CALCULATIONS: RELEVANT STATE BUILDING CODE,THE RELEVANT STATE ENERGY CODE,AND OTHER AUTOMATIC IRRIGATION SYSTEM AS SHOWN. THAT ANALYZES PHYSICAL,CHEMICAL,AND BIOLOGICAL PROPERTIES PER SOIL SCIENCE 2. SUBMIT PRODUCT DATA,QUANTITY,AND SIZE INFORMATION FOR ALL PLANTS AND APPLICABLE CODES, RULES,AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 2. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT SOCIETY OF AMERICA'S METHODS OF SOIL ANALYSIS.SUBMIT THE SOIL REPORT TO THE PRODUCTS. STREET LINEAR FOOTAGE STREET TREES PROVIDED 2. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK,THE CONTRACTOR SHALL INSUFFICIENT MEASURED WATER PRESSURE TO THE ARCHITECT. OWNER AND LANDSCAPE ARCHITECT BEFORE IMPORTED TOPSOIL AND AMENDMENTS ARE 3. SUBMIT SAMPLES OF ALL(MULCH,WEED BARRIER,EDGING MATERIALS,AND ROOT BARRIERS) nofth NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY WHEN FOLLOWING ISSUES ARE 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN ACQUIRED. TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. N.GLASSFORD AVE 345 LF 10 NOTED:ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS,GRADE DIFFERENCES,OR 2. SUBMIT SAMPLES AND THE PRODUCT DATA OF EACH TYPE OF SOIL TO BE USED TO THE 4. PLANT SUBSTITUTIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW W.ENDEAVOR ST. 406 LF 33 ARCHITECTURE OWNER-PROVIDED INFORMATION,SITE CONDITIONS,MANUFACTURER DIFFERENCES THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. AND APPROVAL. N.GLASSFORD AVE (ALONG HWY 16) 880 LF 52 RECOMMENDATIONS,OR CODES,REGULATIONS,OR RULES OF JURISDICTIONS HAVING THE DESIGN.SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE 3. REMOVE 6"OF EXISTING SOIL DEPTH AND PLACE 6"OF IMPORTED TOPSOIL.PLACE 2"OF 5. LANDSCAPE ARCHITECT SHALL INSPECT ALL PLANTS ON SITE OR AT THE NURSERY BEFORE A AUTHORITY; ATTENTION OF THE ENGINEER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE COMPOSTED MULCH ON TOP. PLANTING COMMENCES.NOTIFY LANDSCAPE ARCHITECT AT LEAST 7 DAYS PRIOR TO PLANT B. LANDSCAPE BUFFER CALCULATIONS 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK,THE CONTRACTOR SHALL IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS 4. STOCKPILE AND PRESERVE ANY EXISTING TOPSOIL ON SITE IF DEEMED SUITABLE. DELIVERY TO THE SITE. BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS,OWNER-PROVIDED INFORMATION, NECESSARY. 5. IMPORTED TOPSOIL SHALL HAVE A PH RANGE OF 6-7,A MINIMUM OF 20%ORGANIC-MATTER 6. DO NOT PLANT DURING FREEZING CONDITIONS OR ABOVE 90°F. LOCATION LINEAR FOOTAGE POINTS REQUIRED POINTS PROVIDED AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS AS NECESSARY. 4. WHERE THE FIELD CONDITIONS REQUIRE ADJUSTMENTS, IRRIGATION SHALL BE ADDED OR CONTENT,HAVE A SANDY LOAM STRUCTURE,BE FRIABLE,AND POSSESS THE CHEMICAL, 7. PLANTING AREAS ARE TO BE FREE OF ALL FOREIGN AND DELETERIOUS MATERIAL AND HAVE 4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES, DELETED IN ACCORDANCE WITH THE IRRIGATION LEGEND OR MANUFACTURER'S NUTRIENT,AND BIOLOGICAL CONTENT NECESSARY FOR HEALTHY PLANT GROWTH.TOPSOIL ADEQUATE MOISTURE FOR PLANTING. PIVOT NORTH ARCHITECTURE PLLC. 305 LICENSES,AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF SPECIFICATIONS. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY,AND WATER VELOCITY SHALL BE FREE OF FOREIGN OR DELETERIOUS MATERIAL AND SHALL BE FREE OF WEEDS AND 8. INSTALL PLANTING FERTILIZER TABLETS IN EACH PLANTING HOLE.TABLETS SHALL HAVE A FUTURE HWY 16. 937 LF 22 POINTS/10LF=2,061 PTS NATIVE SHADE TREES(10 PTS)X 53 = POINTS THE WORK, EXCEPT FOR THE GENERAL BUILDING PERMIT. SHALL NOT EXCEED 5 FEET PER SECOND. SEEDS. [20:10:5]NUTRIENT COMPOSITION.PROVIDE (1)TABLET FOR GROUNDCOVERS AND SMALL EVERGREEN TREES(5 PTS)X 61 = 05 POINTS 1101 W. GROVE STREET 5. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY 5. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL LINES FOR OPTIMUM 6. REMOVE FOREIGN AND DELETERIOUS MATERIALS FROM NATIVE SOIL BEFORE AMENDING. SHRUBS,(2)TABLETS FOR MEDIUM TO LARGE SHRUBS,AND (3)TABLETS PER EACH CALIPER NATIVE ORNAMENTAL TREE(15 PTS)X 5 =45 POINTS BOISE, ID 83702 OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. PERFORMANCE. 7. PLANTING SOIL SHALL BE PLACED IN 8"LIFTS AND COMPACTED TO 80%PROCTOR DENSITY INCH FOR TREES. NATIVE SHRUB(3 PTS)X 33 =99 POINTS www.pivotnorthdesign.com 6. DO NOT SCALE THE DRAWINGS. 6. INSTALL BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL CODES AND HEALTH AND SMOOTHED TO A LOOSE, FINE UNIFORM FINISH TO MEET FINISH GRADES. 9. INSTALL ROOT BARRIER PER DRAWINGS AND DETAILS. NATIVE G TURF (1PT 100 S(3PTS/100SF) =48 POINTS 7. SITE PLAN INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO DEPARTMENT REQUIREMENTS. 8. DO NOT WORK SOIL OR APPLY AMENDMENTS IF CONDITIONS ARE FROZEN,MUDDY,OR 10. USE INTEGRATED PEST MANAGEMENT PRACTICES.DO NOT APPLY PESTICIDES UNLESS NATIVE TURF(1 PTS/1 LF =549 POINTS DIMENSIONS AND LOCATION OF EXISTING UTILITIES, IS BASED UPON SURVEY 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES,CHASES AND PENETRATIONS UNDER EXCESSIVELY WET. WRITTEN AUTHORIZATION FROM THE OWNER IS RECEIVED. SOUND WALL(6PTS/10 LF) =549 POINTS INFORMATION PROVIDED BY THE OWNER.THE LANDSCAPE ARCHITECT TAKES NO PAVING,THROUGH WALLS,ETC.,UNLESS OTHERWISE NOTED PRIOR TO PAVING AND 9. DO NOT MIX SOIL IN TREE PROTECTION ZONES. 11. DURING AND AFTER PLANT INSTALLATION,CLEAN ADJACENT AREAS OF ALL DEBRIS AND TOTAL POINTS =2,061 POINTS RESPONSIBILITY FOR ITS ACCURACY. FORMING. REMOVE SURPLUS MATERIALS. REMOVE NURSERY TAGS,NURSERY STAKES,TIE TAPE,WIRE, 8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES. CARE SHOULD BE 8. THE IRRIGATION SYSTEM IS DESIGNED TO BE WINTERIZED THROUGH THE DRAIN VALVE AT BURLAP,AND OTHER DEBRIS FROM PLANTS. TAKEN TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. THE POINT OF CONNECTION.COMPRESSED AIR CAN ALSO BE USED THROUGH THE QUICK 12. PLANT MATERIALS SHALL BE WARRANTED BY THE INSTALLER FOR A PERIOD OF (1)YEAR GGLO 9. WHERE POSSIBLE,RUN IRRIGATION AND ELECTRICAL CONDUIT UNDER RAISED PAVING COUPLER VALVE AT THE POINT OF CONNECTION TO BLOW-OUT THE SPRINKLER ZONE. ACHD LANSCAPE PLAN NOTES FROM TIME OF INSTALLATION. S EATTLE I LOS AN G ELES BOISE SYSTEMS OR PLANTING AREAS. 9. FOR DRIPLINE ZONES,USE 3/4-INCH PVC PIPE IN SLEEVES TO CONNECT PLANTING AREAS. 13. CONTRACTOR SHALL OFFER MAINTENANCE SERVICES FOR A PERIOD OF(6)MONTHS FROM 10. COORDINATE ALL BUILDING PENETRATIONS WITH ARCHITECTURAL PLANS AND 1. TREES SHALL NOT BE PLANTED WITHING THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN TIME OF INSTALLATION AT OWNER'S EXPENSE AND DISCRETION. g g o.co m WATERPROOFING REQUIREMENTS. PIPES,STRUCTURES,OR FACILITIES. 14. PLANTED AREAS TO BE IRRIGATED WITH A LOW WATER-USE,FULL HEAD-TO-HEAD COVERAGE 113 S 5TH ST 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMOT LOT WHERE IRRIGATION LINES OR 6"BELOW GROUND LEVEL DRIP IRRIGATION SYSTEM. BOISE ID 83702 WILL BE INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE 208-953-7227 IRRIGATION. STAMP: �ti° A;oell ,. =r y _16705 S;-�-� -mLIMIT OF WORK LINE -�-�- - -� -�-�- - - + + °6 I I o o . o 0 0 0 0 0. o ° o 0 0 0 0 0 0 • o a o a o 0 0- o 0 0 0 o O o ° o o O o 0 0 0 0 0 0 0 0 0 1 O N . GLASSFORD AVE 1 ° T T . o o L 0 0 . a� i 1 ❑ O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 O 0 0 0 ° W o O ® Z J ° ° O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 O 1 + 1 1 03 cc 0 /• J o o. c c IT 0 - �. r o IL ❑a o ° 8 0 B I ® 0 1 1 o o ❑ �❑ _ J ❑ ❑ ❑ ❑ .. ❑ �❑ O SEE SHEETS 1 S o 0 0 ® / �--- SEE SHEETS +++++++++++ SEE SHEETS / ° 1 1 e + + + + + +++ +++ \ o O + 1 O Q n� ++++++++++ +++ +++ O- L-115 u� l o 00 i L-145 0 ,,� + + + + + + + + + / / a � , + + + + + + + + 'O i 1 � _ 0 L-155 Q b ++ + w L-151 ° L-152 _ _ L.LI � C o� ° 09 ® II o i • o ®O®®O® ® ® ® ° O o C i o E777E _ ® ® o ❑ -a O I � o000 ®® _ ® o of o0000 ® + o o ® ® 0 0 ® I ® 0 7711 0 II 0 0 I I 0 0 ® 1 ° / o ❑ o o �X OEM 0 ° ®0® + / / o ° / o o w W ° ❑ o z ❑ C o o �J 0 Z o \ + +� o o 01 ° / \ // O o ° w0 . . 0 M 1 O - I o o 4-J oo u Q 0 U 0 o _ O V z o 0 0 0 Ln °b- M LLJO M o 0 0 /o 0 / ❑ ° ° SEE SHEETS` � o SEE SHEETS o C + o O o I o L-113 L-114' ° ° •° I 0 + L-143 MgxP,PE - _ ° ° L 4 ❑ ° O ° i 0 L ° OF . I I o ° 0 0 PE. 0 0 • 1 �• _ Project No: 2022014.01 D a t e: 02/09/2024 - NG 1SSFORD ° .+ Checked By: TS ° o ° Drawn By: DJ \ ` LItijIT OF w ° 1 \ � ORK�INE Sheet Name : LANDSCAPE KEY PLAN HVVY 16 I _ ------------------------ I I - � _ w E I -------------------------- m I Sheet No : L- 1 00 N LANDSCAPE KEY PLAN ol 20' 40' 80, PLAN El 1" =40'-0" NORTH N 0 N 0 N 1 2 3 4 5 6 •Pivot ' nofth ARCHITECTURE A PIVOT NORTH ARCHITECTURE, PLLC. 1101 W. GROVE STREET BOISE, ID 83702 www.pivotnorthdesign.com GGLO SEATTLE I LOS ANGELES BOISE gglo.com 113 S 5TH ST BOISE ID 83702 208-953-7227 STAMP: �ti°�A�;o,. *; =r y -16705 sc LIMIT OF WORK L EXISTING SEWER,SEE CIVIL LL / D _0 x / +, p oM 4-J E oo / U a� 0 (3) uZ p Q � p V z o 0 M w M EXISTING ROAD TO BE DEMOLISHED LIMIT OF \ / Project No: 2022014.01 Date: 02/09/2024 Checked By: TS Drawn By: DJ Sheet Name : / EXISTING SITE PLAN Lu Sheet No : EXISTING SITE PLAN ol 20' 40' 80, L- 1 01 ElPLAN 1" =40'-0" NORTH N 0 N 0 N 1 2 3 4 5 6 - ---------------------------------- -- - _ -- ------------- -- --- ------------- -- LAYOUT AND MATERIALS LEGEND • 1 LIMIT OF WORK LINmp E TAG VISUAL DESCRIPTION DETAIL Ivo PG VA 1W CIP CONCRETE STREET CURB SEE CIVIL 1 BR C0 CIP CONCRETE CURB E1 / L-501 no ( 1 O O O O O O O O 0 0 O 0 O O 0 O 0 0 0 0 O 0 0 ARCHITECTURE O O 1 ST UP CIP CONCRETE STAIR B2 / L-501 • o - / O O O O A / HANDRAILS 0 0 .• 0 0 / 1 HR B5 / L-501 OA POOLFENCE — TRASH ENCLOSURE, RP �� C4 / L-501 PIVOT NORTH ARCHITECTURE, PLLC. SEE CIVIL - O 1 © 0 I I . I . I 1101 W. GROVE STREET O 0 / 1 LF FENCE 36 HT SIM C4 / L-501 BOISE, ID 83702 — — — — www.pivotnorthdesign.com 1 • ✓ PV W WOOD FENCE D4 / L-501 o I L GT GATE C4 / L-501 O O \ 1 GGLO �. SEATTLE LOS ANGELES I BOISE 1 T PG % gglo.com YP O O 1 TAG VISUAL DESCRIPTION DETAIL Q 0 O O O O O 0 O O 0 O O. O 0 O 113 S 5TH ST ❑ O — O O PG CIP CONCRETE PAVING E6 / L-501 BOISE ID 83702 1 0 •• L 0 208-953-7227 O Q 1 CIP CONCRETE VEHICULAR PAVING 0 PV E5 / L-501 1 0 O O O O O 0 O O O O O O O O O O O VA PLANTING AREA ��•�`P�ti oF � ,,, VA o 1 O • STAMP: o • RC CRUSHED ROCK E2 / L-501 = 1 0 O 0 =r 3 Fr 7 t h -16705 � O •• _ ❑ A i F LN , w w LAWN %��1 J + O 0 O • • o ARTIFICIAL TURF VA I — I o 0 0 I — I O d - D1 / L-501L _ _ PV •. .• � ® Q 7+%+ + + +B 1 G 0 0 O O • 0 0O4 PR PLAY SURFACING D2 / L-5a + + + 0 O _ D p (] VA O l7 + 0 O o — BR z o ® 0 1 J ❑ ❑ � ❑ • i�:/ 0 Ll o 1� o © TAG VISUAL DESCRIPTION DETAIL 1 � 0 Q CONTROL JOINT E4 / L-501 O TYP G VA 1 ❑ � _ EJ_ — EXPANSION JOINT E4 / L-501 O 0 TYP BR DERO BIKE REPAIR STATION 1 O SEE C2/L-501 FOR _ I MAJOR CONTOUR LINE 1 ° + + + + + + + + + + + + + + + + + + + + + + + + + + + W W w W W w o 0 o LF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 D O o o OA ° VA ° RC +++'+++'+++'+++ +++ +++++++++++++++++++ +++ +++++++ ++ MINOR CONTOUR LINE OO- - - VA ° O O O O + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 +++ +++++++ ++++++++ +++ +++ +++ +++' + + + + + +PLAY SURFACING+ + + + + + + + + W W w w w + + + + + + + + + +++ +++ +++ + + + -01, 25'-01, + + + + + + + +0+ + + + + + + + + + + + + ++++ ❑ o ® ®® ® +++ +++++++++++ PR +++ +++'+++'+++ +++ +++'+++ 1 • O O O + + + + + + + + + + + + + + + + + + v + + + . . . + + + + + + w w v w L\ + +++ + ++++ + ++ + +++ + + +++ + + +++++ .. y. y. .. .. • ,ci +++ +++++ ++++ ++++ ++++++ ++ +++ ++ • • ® ® ® ®COWORK r � / + + + + + + + + + + + + + + ® ® ® ® FITNESS -X�— - ++++++ +++ +++ +++ +++ +++++++ + +++++ + _ o +++ +++ +++ +++ +++ I PG \ / SPORTSCOURT + + + + + + + + + + + + + + + + + 1 O �' VA O 0 '(BOCCE AND PUTTING + + + '+ + + + + + + + + ++ w O D C O � '�/GREEN AREA),- �\ ° ++++++ ++++ +++ +++ +++ ++++++++ WCHILDREN'S PLAY STRUCTURE 1 O O + + + + + + + + + + + + + + + �k ++ + + + + + + + + + + + + BY OWNER. ° � + + ++ + + + + + + + + ++++ WSEE L-502 FOR PLAY STRUCTURE W 1 ° ° GT .+.'.+.'.+.'.+.'.+.'.+.'+ CHARACTERIMAGES. + + + + + + + + + + RP +++++ +++ + + + + 1 �❑� ++++++ +++++ + + + + �O��O��O 1Lu C w Iw a� W W W , , CORNHOLE y — — — 0 PLAY AREA 1 '� PV O LEASING SPA SP o CURB AND CURBMom \ RAMP,TYP,SEE © O © 1 / CIVIL PG X W � ._ • CIS G 0 / PG SEE ARC, O ❑ O 0 CABANA,TYP w w w w w w w w w 1 z SEE ARCH m m W o o O ❑ ®0 QImmU QW LN 1 }� pC �VJ n O lD 1 O VA © 0 ©© 0 © Q� VA a-+ E oo • O VA ❑ 1 E CLUB ROOM Q� LJ r Tel Qj Q) u Z 1 ® ®® ® POOL RP � Q� + 1 O z o O O ❑ m O 0 O •• O O HADE STRUCTURE,BY ARCH w PLAZA w W w w —I 0 OUTDOOR I [� [� W (designed in accord. w 1 MAIL ROOM 6 6 �' tinrith UDC 11-3G-36.1d, ' II�E I o FIRE PLACE Q� lighting per 11-3A-11' �1 CN PG o o and planting per 11-3Bw w W 1 Revision 1 Date 1 0 .0 BATHROOMS C� o 1 \`"" �"" ❑ ❑ ❑ ❑ w 1 J Y 0 VA d � � 1Fill 0 0 e ❑ Z1J� 0 0 p - C � = w, 0 GT TITITI U • VA VA VA RP Poo STOR. RP • o _ Q W 1 ❑ O —I O 0 o VA GT VA GT _ O ° ° MATCH LINE O O O O /\I—I O 0 O ° /1 ° o o Project N o: 2022014.01 1 D a t e: 02/09/2024 1 Checked By: TS 1 IDrawn By: DJ LAYOUT AND MATERIALS PLAN - SW 8' 16' 32' E1 1/16" = V-0" PLAN Sheet Name : NORTH LANDSCAPE LAYOUT AND MATERIALS PLAN -SW w E 0 m Sheet No : Lo - N N 0 N N 1 2 3 4 5 6 -- ------------- --- -- --------- --- -- --------------- -- - ------- --- -- -LAYOUT AND MATERIALS LEGEND • LIMIT OF_WORK LINE TAG VISUAL DESCRIPTION DETAIL lV0 VA + I CIP CONCRETE STREET CURB SEE CIVIL 0 CIP CONCRETE CURB E1 / L-501nofth 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 O 0 0 O O 0 0 O 0 O 0 O O 0. 0 0 0 O 0 O O •. 1 1 ST UP CIP CONCRETE STAIR B2 / L-501 ARCHITECTURE O O O HANDRAILS• HR B5 / L-501 q _ O 1 1 I , POOL FENCE RP C4 / L-501 PIVOT NORTH ARCHITECTURE, PLLC. 1 1 LF FENCE 36"HT 1101 W. GROVE STREET SIM C4 / L-501 BOISE, ID 83702 W WOOD FENCE D4 / L-501 www.pivotnorthdesign.com � [ L GATE GT C4 / L-501 GGLO 1 \ 0 1 ❑ TRASH ENCLOSURE, SEATTLE � LOS ANGELES � BOISE SEE CIVIL TAG VISUAL DESCRIPTION DETAIL gglo.com 1 0 � � 1 ' 0 , O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0- O O 0 PG CIP CONCRETE PAVING E6 / L-501 113 S 5TH ST BOISE ID 83702 1 1 PV CIP CONCRETE VEHICULAR PAVING E5 / L-501L=l 208-953-7227 ® VA • O D O O O O O O O O O 0 O O• O O O O O O O O O O O 0 'q 0 PLANTING AREA ��uutiiN� 1 1 VA STAMP. �.�P��OF RC CRUSHED ROCK E2 / L-501E7 * �' / � 1 LN LAWN s -16L=71 705 Id m O O O . ❑ . O O �� • 0 '��i l� ti�•��`� I — 1 I _ 1 ARTIFICIAL TURF D1 / L-501 �ii��NDSC Q \ FT O Q O p 0 pR ,+,+,+, PLAY SURFACING D2 / L-501 0 0 D 0 . 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Q w // 0 2i (n 0 \ 0 0 � � 0 D � 0 ° /0 I 1 O o o ❑ 0�_1� (� MATCH LINE O T ° _ SEE /E1 Y1-114 O \ O 0 Project No: 2022014.01 D a t e: 02/09/2024 Checked By: TS Drawn By: DJ LAYOUT AND MATERIALS PLAN - NW 8' 16' 32' E1PLAN Sheet Name : 1/16" = V-0" NORTH LANDSCAPE LAYOUT AND MATERIALS PLAN NW w E 0 m Sheet No : N L- 1 N 0 N N 1 2 3 I 4 5 I 6 ❑ _ O o o ��ll� lii LAYOUT AND MATERIALS LEGEND • �� I o o MATCH LINE \ OMUM • o Q SEE-'—El _L-111 TAG VISUAL DESCRIPTION DETAIL o 0 0 lV0 D • o o V'q � VA W LLJ CIP CONCRETE STREET CURB 1CC cn • O O il:c: Q • - VA RC VA / / w Z SEE CIVIL VA LEW �� W U 0 CIP CONCRETE CURB E1 / L-501 ofth ° O / �� ARCHITECTURE 1 � Q �o CIP CONCRETE STAIR O O. � � � ST UP� B2 / L-501 "' VA J z � � A ' ° 0 O HR B5 / L-501 ' (� O • HANDRAILS o + Q Q PV 1 • � � O o RP POOL FENCE C4 / L-501 PIVOT NORTH ARCHITECTURE, PLLC. dQ 0 0 1101 W. GROVE STREET 1 J O O. 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UFFE ULMUS'FRONTIER' FRONTIER ELM 1101 W. GROVE STREET BOISE, ID 83702 SHRUBS www.pivotnorthdesign.com TAG BOTANICAL NAME COMMON NAME CSKD CORNUS SERICEA'KELSEYI' KELSEY'S DWARF RED-OSIER DOGWOOD IGIB ILEX GLABRA INKBERRY GGLO LAHL LAVANDULAANGUSTIFOLIA ENGLISH LAVENDER PLMO PHILADELPHUS LEWIS I I'BLIZZARD' BLIZZARD MOCK ORANGE SEATTLE I LOS ANGELES BOISE FOLD PHYSOCARPUS OPULIFOLIUS'DONNA MAY'LITTLE DEVIL LITTLE DEVIL NINEBARK gg Io.COM PMMP PINUS MUGO PUMILIO DWARF MUGO PINE PFAW POTENTILLA FRUITICOSA'ABBOTSWOOD WHITE' ABBOTSWOOD WHITE POTENTILLA 113 S 5TH ST PFAP POTENTILLA FRUTICOSA'ABBOTSWOOD' ABBOTSWOOD POTENTILLA BOISE ID 83702 RAGC RIBES AUREUM GOLDEN CURRANT 208-953-7227 SPMK SYRINGA PUBESCENS SUBSP.PATULA'MISS KIM' MISS KIM LILAC STAMP: `.��P�ti° A;o,. FERNS,GRASSES,AND PERENNIALS: TAG BOTANICAL NAME COMMON NAME 'r y 's -16705 AUKI ARCTOSTAPHYLOS UVA URSI'MASSACHUSETTS' MASSACHUSETTS KINNIKINNICK APPT ARISTIDA PURPUREA PURPLE THREE AWN SCA4�P4�``` BGBG BOUTELOUA GRACILIS'BLONDE AMBITION' BLUE GRAMA GRASS'BLONDE AMTITION' FISB FESTUCA IDAHOENSIS'SISKIYOU BLUE' SISKIYOU BLUE IDAHO FESCUE KMPJ KOELERIA MACRANTHA PRAIRIE JUNEGRASS BMRCO MAHONIA REPENS CREEPING OREGON GRAPE PSBW PSEUDOROEGNERIA SPICATA BLUEBUNCH WHEATGRASS LAWN: TAG BOTANICAL NAME COMMON NAME LAWN LAWN BUFFALO GRASS-BOUTELOUA DACTYLOIDES MMLN LAWN MONTANE MIX LAWN I I I W W I I I W I I I I L I � _ —1 I W N . GLASSFORD AVE z _j I MLN AWA I � I = W U I I w Q W I I w 2 u) PSAT y j TYP X 4--1 0 p � . . o k.0 m +J E oo I U 0 . p 2 a O V� z o Lr) S M w G m PLANTING PLAN — N GLASSFORD AVE ol 8' 16' 32' D1 PLAN 1/16" = 1'-0" NORTH LIMIT OF WORK LINE LIMIT OF WORK LINE -- W. ENDEAVOR ST MATCH LINE MATCH LINE SEE E1 / L-151 _ _ _ SEE E1 / L-153 Project No: 2022014.01 AWA UFFE D a t e: 02/09/2024 PSAT MLN - Checked B y: Checker Drawn B y: Author Sheet Name : PLANTING PLAN — S w 0 m PLAN Sheet No : PLANTING PLAN — W ENDEAVOR ST NORTH E1 0' 8' 16' 32' 1/16" = V-0" L- 155Ln 0 N 0 N N 0 NOTE: oo 1. HANDRAIL TO BE MOUNTED 1 1/2"CLEAR OF TOP RAIL R 6",TYP CHEEK WALL. 1/4""V"GROOVES, - - 2. EXPANSION JOINT TO BE LOCATED BETWEEN � PERPENDICULAR TO R 6",TYP _ V-0"FLAT EXTENSION -------- STAIRS AND CHEEKWALLS. 1/2"R DIRECTION OF TRAVEL ------ 3. SEE PLANS FOR ADDITIONAL STAIR/HANDRAIL INFORMATION. BROOM 1 1/2"DIA STEEL HANDRAILS,BOTH 01 4. I N VANISHING STAIRS,THE LEADING EDGE q FINISH o 1/2"R SIDES CONTINUOUS WELDS,GRIND 1/o SLOPE, MAX 1'0"FLAT EXTENSION SHALL HAVE A DISTINCTIVE STRIPE WITH A ° SMOOTH 5'-0"MAX TYP 1vot SLIP RESISTANT SURFACE VISIBLE IN ��'' A e e °' 4° �_; d'. 1"X 1 1/2"STEEL FLAT BAR DESCENT OF STAIR. HANDRAIL,SEE DETAIL_____ b - a ° ° `•, : a' 3"X 3"ESCUTCHEON PLATE TO ° - 00 Chnofth " COVER HOLE IN CONCRETE,TYP z ° a e °q _s d a '• �_' g EPDXIED IN PLACE,COLOR TO 4'-1 9/16" M ARCHITECTURE MATCH HANDRAIL. SET POSTS PLUMB THICKENED EDGE, - q A q 8 'a': a _ 2"DIA X 4"DEPTH CORE-DRILLED LOWER RAIL A SEE DETAIL d = I HOLE FILLED WITH NON-SHRINK 01 d° GROUT,TYP ALIGN CHEEKWALL TO EXPANSION JOINT d EXP JOINT AT TOP AND BOTTOM '. - ° •° ° ° '� OF STAIRS,TYP ° °_ - PIVOT NORTH ARCHITECTURE, PLLC. d '° 4 ° d _ - _ - °4 - - d - • - q - SLIP DOWELS,TYP d~ a °°- 1101 W. GROVE STREET GRADE BREAK ° Q d ° d° ° BOISE, ID 83702 1 ad '. www.pivotnorthdesign.com I RAMP HANDRAIL SECTION/ELEVATION °- - 1'-4" CIP CONCRETE CHEEK WALL,SEE PLANS FOR GRADE BREAK %4 - ' OCCURENCE I 1 1/2"DIA STEEL HANDRAIL, BOTH Z SIDES CONTINUOUS WELDS,GRIND ° SMOOTH R 6" TYP . Q a4_ — • , HANDRAIL GGLO a °d ° STEEL FLAT BAR I 0 1"X11/2„ ROUND EDGES OF SEATTLE LOS ANGELES BOISE w ° CURVE w TYP BAR TO MATCH gglo.com I 2"DIA X 4"DEPTH CORE DRILLED HOLE OF HANDRAIL 0 ° ° FILLED WITH NON SHRINK GROUT,TYP° I T,T I STEEL FLAT BAR 113 S 5TH ST BOISE ID 83702 5'-0"MAX TYP / 208-953-7227 HANDRA° - � •\ .° a Q � I TYP TERMINATION \ `��uutii�i�� STAMP. `�.��bN °F i"A'�'''�, - - ° -•d- I ° ° Y Q a - 1670 ° ° a A w ° d a ° Q d e 2"DIA X 4"DEPTH CORE a ; z = ° ° . d, / toos A4 DRILLED HOLE FILLED WITH a •'�°. ° c� EQ. EQ. JI NON-SHRINK GROUT,TYP Q \; . B #4 REBAR AT STAIR NOSINGS ° d „ MIN 2"CLEAR,TYP d ° q- ` NOTES: #4 REBAR AT 12"OC BOTH WAYS ; ° a 1. HANDRAIL TO BE MOUNTED 1 1/2"CLEAR OF CHEEK WALL. ° MIN 2"CLEAR ALL SIDES a as -�w _ a 4 °a _ 2. SEE PLANS FOR ADDITIONAL STAIR/HANDRAIL °°-d CIP CONCRETE STAIRS o INFORMATION. COMPACTED CRUSHED ROCK °z 3. OMIT LOWER RAIL IF HANDRAIL IS ADJACENT TO CURB OR WALL ALONG FULL RAMP LENGTH. COMPACTED FILL OR SUBGRADE SECTION ELEVATION A N 4. HANDRAILS LONGER THAN 30'0"SHALL HAVE AN MIN EXPANSION JOINT PLACED WITHIN 2'-0"OF THE CENTER OF a ° THE HANDRAIL LENGTH,SEE------- STAIR HANDRAIL SECTION/ELEVATION (1)TREAD DEPTH CIP CONCRETE STAIRS HANDRAILS COVEX 3"RS HOLE CONCRETE,TYP COVER HOLE IN CONCRETE,TYP EPDXIED IN PLACE,COLOR TO ° B2 B5 MATCH HANDRAIL. ° 3'-0" 1" VARIES,EQUAL SPACING NOTE: POST OR GATE FRAME PRIME AND PAINT ALL PIECES 3/4" 4r 6'-0"MAX AFTER FABRICATION,COLOR: 2"x 2"x 1/4"STEEL BLACK TAB,WELD TO FRAME SS NUT,BOLT, LPL ® ® — _ AND WASHERS 1"U-CHANNEL SELF CLOSING GATE SITE FURNISHING VARIES, HINGE(BEHIND) WELDED WIRE SEE PLANS ATE HARDWARE MESH G PANEL FRAME: 1"U-CHANNEL CORROSION RESISTANT ANCHOR BOLTS W/EXPANSION SHIELDS, 0 2"X2"WELDED WIRE MESH —PER MANUFACTURER'S SECTION VIEW RECOMMENDATION 3"X3"HSS POST,WELD TOP CAP, SHIM W/NON-SHRINK GROUT AS WELD TO BASE PLATE °° CIP CONC BAND C 01 REQUIRED FOR SECURE,STABLE FIT CONCRETE ANCHORS 1"TYP Q) z do 6 (/ CIP CONCRETE PAVING, CIP CONCRETE BAND, o 1/2"DIA.HOLE _ a ell POST SEE SEE C1 / x5.01 _ ° — — - d Cl) —_-- _--- x x5 STEEL PLATE A _ 41 - a° ;, ; , - q 2'8 189/256„ X q d b 4 COMPACTED SUBGRADE 4-1 PLAN VIEW O FURNISHING ATTACHMENT /� WELDED WIRE MESH FENCE AND GATE ON GRADE . . 0110 C23/4" = 1'-0„ C4 1„ = 1'-0" a--i � oM0 U L 0 U NOTES: NOTES: CIP CONC FLUSH CURB WHERE NOTES: •� Q 2 Q 1.ALL ELEMENTS TO BE INSTALLED 1.ALL ELEMENTS TO BE INSTALLED SURFACING IS NOT CONTAINED BY 1.WOOD TO BE S4S CEDAR,SMOOTH FINISH W/TRANSPARENT SEALER. Z p PER MANUF.RECOMMENDATIONS. PER MFR RECOMMENDATIONS. CONCRETE PAVING OR WALLS, 2. EXTERIOR SCREWS TO BE BLACK OR DARK GRAY. V Ln 2.CUSHION LAYER THICKNESS PER MFR FOR SIM TO 5 C M w ADJACNET SURFACE,SEE PLANS HIGHEST ADJACENT FALL RATING. EQ.SPACING 3'-0" 2 x 4 GATE FRAME c M PIP CRUMB RUBBER CUSHION i100016'O.C.MAX STEEL POST ATTACHMENT, ARTIFICIAL TURF,SET TOP OF LAYER 1/4" 1/2" ANCHORED TO CIP BACKER 6"BELOW ADJACENT TOP 2 x 6 TOP RAIL CONCRETE FOOTING OR OF CURB PIP CRUMB RUBBER WEAR LAYER, 4 x 4 CEDAR WALL SEE PLANS FOR COLOR AND WOOD POST CIP CONCRETE CURB, LAYOUT o O CARRIAGE BOLTS W/ O SEE E1 / L-501 5/4 x 6 SLAT SCREEN, � NUTS AND WASHERS ATTACH TO POST W/ a 1-1/2"BEVEL AT PERIMETER EXTERIOR SCREWS 12"DIA x 1'6"CIP POST COMPACTED CRUSHED ROCK BASE FOOTING,TOP OF A PER MANUF.RECOMMENDATIONS 2 x 4 CROSS BRACE FOOTING SLOPED TO 2"W X 1/2"D KEYWAY IN ADJACENT � SYNTHETIC NAILER BOARD AT PAVING AND FLUSH CURBS ADA COMPLIANT a DRAIN a od ENTIRE PERIMETER, FASTENERS CIP CONC HARDWARE ° co RETAINING WALL D I PER MANUF.RECOMMENDATIONS a � � � +++ (3)SELF CLOSING d HINGES °Q d a_ ° ° ADJACENT PAVING, p ° DRAINAGE AGGREGATE LAYER PER ° SEE PLANS ° MANUF.RECOMMENDATIONS a FINISH GRADE d °d COMPACTED CRUSHED ROCK BASE FILTER FABRIC PER MFR RECOMMENDATIONS CN o a jO•° COMPACTED ° COMPACTED SUBGRADE ° -_ FILTER FABRIC \ \ SUBGRADE ° COMPACTED SUBGRADE Project N o: 2022014.01 ELEVATION GATE ELEVATION POST SECTION,TYP AT GRADE POST CONNECTION RETAINING WALL POST CONNECTION D a t e: 02/09/2024 ARTIFICIAL TURF PIP RUBBER PLAY SURFACE WOOD FENCE Checked By: TS D1 1 1/2" = 1'-0" D 2 1 1/2" = 1'-0" D 4 1/2" = 1'-0" D r a w n B y: DJ NOTE: SANDED SEALANT,COLOR TO NOTES: NOTES: CIP CONCRETE SLAB ARTIFICIAL TURF, 6„ 1/2"R TOOLED EDGE,ALL EXPOSED 1.SEE PLANS FOR LAYOUT MATCH ADJACENT PAVEMENT 1. SEE DETAIL FOR JOINTS 1. SEE DETAIL FOR JOINTS Sheet Name : SEE D1 / L-501 EDGES _ _ EXPANSION JOINT CAP W/ 2. SEE CIVIL OR STRUCTURAL FOR REINFORCING CIP CONCRETE SLAB 2. PROVIDE EXPANSION JOINT AT ALL COMPACTED CRUSH ROCK PLANTING AREA-SEE / __ REMOVABLE CASTING TOP 3. PROVIDE EXPANSION JOINT AT ALL VERTICAL VERTICAL ELEMENTS,CURBS AND PLANS FOR GRADES EXPANSION JOINT FILL MATERIAL ELEMENTS CURBS AND CHANGE IN CONCRETE COMPACTED CRUSHED ROCK CHANGE IN CONCRETE PAVING COMPACTED SUBGRADE H A R D S CA P E DETAILS N PAVING. COMPACTED SUBGRADE #4 BAR BOTH WAYS AT 18"O.C.,2" a CIP CONCRETE SLAB 1/2"R TOOLED EDGE AT - ADJACENT PLANTING,SEE PLANS 1/4"R , . 9 ° 1/2 R TOOLED EDGE AT PERIMETER CLEAR FROM ALL SIDES q a 11 1/4"WIDE TOOLED CONTROL JOINT PERIMETER LANDSCAPE EDGING W/ (NO TOOL MARK)1/4 OF SLAB DEPTH COMPACTED SUBGRADE STAKES AT 12"OC °dtr.; •Q ° WITH RADIUSED EDGES) CRUSHED ROCK TOPPING COURSE a °.aa 1/8"WIDE SAW CUT CONTROL JOINT 1/4 SLAB DEPTH,TYP d ° "' 3/8"TYP° ° e _ d ° 4 BASE COURSE v ° • ; ,°;. _ ° _ v <" d a Lu cai •q - COMPACTED CRUSHED ROCK d ° - ° - - - - -m o a-. FILTER FABRIC ° o d w COMPACTED SUBGRADE d ' d a " _ '°4 e w xr _ COMPACTED SUBGRADE OR d- q �35° ° e , . w ° w °d.. E a d cn 4 ° d M ° Sheet No : -7 CIP CONCRETE CURB CRUSHED ROCK PATH CIP CONCRETE JOINTS CIP CONCRETE VEHIC. PAVING CIP CONCRETE PED. PAVING L-501 El 1 1/2" = 1'-0" E 2 1 1/2" = 1'-0" E 4 1 1/2" = 1'-0" E 5 1 1/2" = 1'-0" E 6 1 1/2" = 1'-0" N 0 N 1 2 3 4 5 6 •1vot , nofth ARCHITECTURE A PIVOT NORTH ARCHITECTURE, PLLC. 1101 W. GROVE STREET BOISE, ID 83702 www.pivotnorthdesign.com GGLO SEATTLE I LOS ANGELES I BOISE gglo.com 113 S 5TH ST BOISE ID 83702 NOTES: 208-953-7227 CHILDREN'S PLAY STRUCTURE BY OWNER. REFER TO LANDSCAPE STRUCTURES NOTES: FOR SPECIFICATION. BOTH STRUCTURES TO BE INCLUDED IN PLAY AREA. FALL BIKE RACK TO BE ATTACHED PER MANUFACTURER'S INSTRUCTIONS ZONE FITS WITHIN DESIGNATED PLAY AREA STAMP: PZE OF�iD� �0& f t � -115705 � -'1 6 ( 3 •Tv F OIL - , PLAY STRUCTURES BICYCLE FIX IT STATION 131 NTS B 3 1/4" = 1'-0" 1/8"T BRUSHED STAINLESS STEEL NEMA 3R ENCLOSURE W/HINGED SHEET,ATTACH TO PLYWOOD W/ TRANSPARENT COVER,SEE PLANS FRONT SIDE CONSTRUCTION ADHESIVE ,BUILDING FOR LOCATION 3/4"EXTERIOR PLYWOOD FACADE ELECTRONIC EMERGENCY SHUT- ¢ 1% 1/8"R BEND AT ALL CORNERS,ALL OFF,WIRED TO ELECTRONIC WELDS SANDED SMOOTH SOLENOID VALVE v � 2"H EDGE AT ALL TERMINATIONS, U.O.N., FLUSH W/ADJACENT / CLADDING E SCREWS 2'-0"MIN 3/8" 1/8"GAP, a ° TYP TyP' 3/4"L SST SCREWS AT 6"OC 00 WOOD CLADDING CONTROL WIRING w ° ACCESSIBLE CLEARANCE WOOD CLADDING 0 u 8'0"MIN Lu C) ° ELEVATION STEEL FRAMING BEHIND — _ z ° __� STEEL FRAMING ° SECTION STEEL FRAMING ~ GAS BURNER ELEMENT ,Q,, 1/4"T EXTERIOR PLYWOOD, 0 U) C C PAINTED ALL OUTWARD 0 w E ENCLOSURE 1/4"EXTERIOR PLYWOOD AT ALL N LL' SURFACES EQEQ PERIMETER FACES, PAINT BLACK c m ° a w ° WOOD CLADDING U- o G SOLENOID VALVE,SEE PLUMBING - STEEL FRAMING ¢ _ 0 ° EXTEND PAVING INTO G FOR TYPE,SIZE,AND LOCATION COMPARTMENT ------------- PLYWOOD ° SST SHEET z E - WOOD CLADDING o PLYWOOD Q S] • SECTION "L SST FLAT HEAD SHEET o METAL SCREWS GAS SUPPLY LINE M 3/4"L SST SCREWS AT 6"OC PANEL JOINT SECTION 4-1 STEEL FRAMING CROSS MEMBER E E G— oC 0 0 � ACCESSIBLE WORKSPACE CLADDING JOINTS OUTDOOR KITCHEN - COUNTERTOP EMERGENCY SHUT-OFF Ero 1 1" = 1'-0" 3" = 1'-0" 3" = 1'-0" 1 1/2" = V-0" V ICU 0 0 — N (1) " z 2 Q 0 0 z 0 i V Ln m Lu 3-1/2"STEEL FRAMING TRACK BBQ GRILL BLOCKOUT BBQ GRILL BLOCKOUT m COUNTER SURFACE SEE NOTE 1 SEE NOTE 1 3-1/2"STEEL FRAMING TRACK DOUBLED STUDS COUNTER SURFACE — w w � 1-318"X 3-1/2"STEEL FRAMING cn o \ U) o STUD z z 1-3/8"X 3-1/2"STEEL FRAMING CROSS MEMBER 1-3/8 X 3-1/2 STEEL FRAMING STUD ---------- LOWERED FRAMING TRACK AT CID GRILLS D1 m o SHUTOFF VALVE w w L-502 o ACCESS DOOR BLOCKOUT o ACCESS DOOR BLOCKOUT 2'-8" V-1 1/2" V-1 1/2" V-1 1/2" D GAS LINE,SEE PLUMBING Lu EQ SEE NOTE 2 EQ � EQ SEE NOTE 2 EQ ACCESSIBLE WORKSPACE BLOCKOUT BIN OPENING BIN OPENING BIN OPENING 1/2"T EXTERIOR PLYWOOD SHELF, PAINT BLACK ALL SURFACES FINISH z SURFACE WATERPROOFING CV STRUCTURAL FOAM FINISH SURFACE 09L — FLOOR ASSEMBLY z Project No: 2022014.01 77777 N NOTES: D a t e: 02/09/2024 1.REFER TO GRILL MANUFACTURER FOR BLOCKOUT DIMENSIONS, INCLUDING INSULATION JACKET. 2.REFER TO DOOR MANUFACTURER FOR BLOCKOUT DIMENSIONS. SIDE FRAMING ELEVATION OUTDOOR KITCHEN - FRONT FRAMING ELEVATION 3.ALL FASTENERS TO BE SST. Checked By TS Drawn By: DJ D 1�� = 1'-0" D 1" = 1'-0" 5 3/8" T-0" 5-6" Ti 2'-6"CLR MIN Sheet N a m e : 2'-0"MAX oLTOP OF BACKSPLASH ACCESSIBLE WORKSPACE COUNTERTOP, TOP OF BACKSPLASH SITE DETAILS SEC3 / L-502 C1 D5 SST BACKSPLASH EATHERPROOF � ELECTRICAL L-502 L-509 COUNTER SURFACE OUTLET COUNTER SURFACE ° 00 00 00 00 F- LU ° d ° ~ ° OMIT REAR CLADDING AND Lu =o xm OPENING OPENING OPENING RETAIN PLYWOOD BACKER IF 1/4"GAP,TYP wo m ,1 E1 o ° AGAINST VERTICAL SURFACE cn w N E 1/4"GAP,TYP o N ° WOOD CLADDING OPENING Q ° WOOD CLADDING ° FASTENERS ° PAVING,SEE PLANS Sheet N o 40 FINISH SURFACELLI o w FINISH SURFACE ACCESSIBLE SST OUTDOOR GAS GRILL Now L-502 NOTES: I� SST ACCESS DOOR 1.ALL OTHER HARDWARE TO BE[SS][BLACK][OTHER]. 2.ALL OUTSIDE CORNERS OF CLADDING TO BE MITRED. SIDE ELEVATION OUTDOOR KITCHEN - FRONT ELEVATION 1" = 1'-0" N 0 N 0 N 1 2 3 4 5 6 2E z w � L � w � z � L u 1 J 0 U O — z ww a cn Ivo a � x 0 LL- nofth NOTES: LOOPED AND ZIP TIED 14 GA SCH 40 PVC PIPE FROM FIRST FITTING TO CONTROL VALVES ARCHITECTURE 1. ASSEMBLY SIZE DETERMINED BY COMMON(WHITE),LEAD(BLACK) SCH 80 PVC PIPE FROM FLOW SENSOR TO FIRST FITTING VALVE INLET SIZE. AND SPARE WIRES(ORANGE) A 2. ALL THREADED FITTINGS TO PLACE ALL SPLICES IN DBY SPLICE FS FLOW SENSOR RECEIVE TEFLON TAPE(3 WRAPS KIT-PROVIDE A MIN 48"OF SLACK MIN). COILED WITHIN BOX AUTOMATIC CONTROLLER WITH PAVEMENT OR CURB 3. ALL VALVES TO RECEIVE FLUSH WITH FINISH GRADE SCH 80 PVC PIPE FROM MASTER VALVE TO FLOW SENSOR LOCKABLE DOOR 3"MIN TOP OF SPRINKLER FLUSH WITH CHRISTY'S 2 1/4"X 2 3/4"YELLOW VALVE BOX WITH LOCKABLE LID PIVOT NORTH ARCHITECTURE, PLLC. FINISH GRADE I.D.TAGS WITH BLACK LETTERS HARD-WIRE 120 VOLT ELECTRICAL 6"MAX (BOTH SIDES)WITH CONTROLLER COMPRESSION FITTING MV MASTER VALVE 1101 W. GROVE STREET SERVICE WITH JUNCTION BOX STATION NUMBER,OR APPROVED REMOTE CONTROL VALVE BOISE, ID 83702 POP-UP SPRINKLER EQUAL. WITH 18" COIL OF WIRE AND SCH 80 PVC PIPE FROM FIRST FITTING TO MASTER VALVE www.pivotnorthdesign.com ° MALE REDUCER 0 CO 0 BARBED MARLEX INSERT ELL AND z BRASS PIPE FROM DCVA TO FIRST FITTING 2"DIA CONDUIT TO 6"BELOW a a STREET ELL FINISH GRADE w GRADE,TRENCH WIRES TO C) � MAINLINE TRENCH POLY SWING PIPE, MAX 18" ISOLATION VALVE WITH LENGTH MALE REDUCER w o QC 1"BUCKNER QB5 LRC-10 QUICK COUPLING VALVE SCH.80 NIPPLE w BARBED MARLEX INSERT ELL AND GGLO SCH.80 PVC �_ PRV OPTIONAL WILKINS 600 SERIES PRESSURE REDUCING VALVE SEATTLE LOS ANG ELES BOISE STREET ELL w > DRAIN ROCK MIN 3"DEEP OVER a w gglo.com GEOTEXTILE FABRIC X U) SCH.40 TEE — SCH.80 NIPPLE 113S5THST z FINISH GRADE DOUBLE CHECK BACKFLOW PREVENTER BOISE ID 83702 ° ° BRICK OR CONC BLOCK 208-953-7227 cli � H � � SCH.40 MAINLINE NOTES: LATERAL LINE SCH.40 TEEWATER SUPPLY FROM DEDUCT WATER METER STAMP: OF iD 1. ALL WIRE TO BE INSTALLED PER LOCAL ZE , ELECTRICAL CODE. SCH.40 ELL OR ELL.,TYP �.�```�� ''�•, WATER ROOM IN BUILDING � ,t`P� 2. VERIFY LOCATION PRIOR TO INSTALLATION. ;k 3. INSTALL CONTROLLER PER MANUFACTURER'S NOTE:THIS DIAGRAM IS FOR INFORMATIONAL PURPOSES ONLY.SEE r. y INSTRUCTIONS. PLUMBING DRAWINGS FOR EQUIPMENT SIZING,SPECIFICATIONS,AND s LAYOUT. 's -16705 '� sc 11111111110 WALL MOUNTED IRRIGATION CONTROLLER LAYOUT POP-UP SPRINKLER CONTROL VALVE IRRIGATION P.O.C. DIAGRAM BA3 1/8"= 1'-0" AUTOMATIC FLUSH VALVE NOTES: NOTES: AF AF PLUMBED TO PVC OR POLY(TYP), DRIPLINE RUNS SHALL NOT EXCEED 200,IN LENGTH. 1.DRIPLINE RUNS SHALL NOT SEE EXCEED 200'IN LENGTH. AUTOMATIC FLUSH VALVE DRIPLINE START CONNECTION O PLUMBED TO PVC,SEE---- MALE ADAPTER,SEE___ NOTE: 10"ROUND BOX WITH BOLT DOWN 1.USE NO FEMALE OR MALE ADAPTERS. LID DRIPLINE EXHAUST HEADER 10"VALVE BOX WITH LOCKING AR QUICK COUPLING VALVE LID DRIP CONTROL VALVE,SEE___ DRIPLINE START CONNECTION PERIMETER LATERALS FINISH GRADE TO BE 1",OR MALE ADAPTER,SEE____ 2"TO 4"FROM EDGE SPECIFIED DEPTH OF MULCH PLUS CENTERED WITHIN BOX AND FINISH GRADE TO BE V, SEE SPECIFICATIONS DRIPLINE 1", BELOW TOP OF VALVE BOX,TYP PLUMBED VERTICALLY OR SPECIFIED DEPTH OF FOR ROW SPACING = MULCH PLUS 1",BELOW COMPACT NATIVE SOIL TOP OF VALVE BOX DRIPLINE AT START CONNECTION AF DRIPLINE START CONNECTION MALE EXHAUST HEADER ADAPTER,SEE____ 8"DIA SCH 40 PVC RISER, o COMPACT NATIVE SOIL BLANK DRIPLINE CENTERED ON LL LENGTH AS REQUIRED °°°°°°°° ° MOUND OR BERM DRIP CONTROL VALVE,SEE____ SUPPLY HEADER 6"DEPTH 3/8"GRAVEL BACKFILL FOR — 14 GA INSULATED LOCATOR WIRE DRAINS V BRASS NIPPLE, _ °°° (BLUE)FROM QUICK COUPLER DRIPLINE AR ISLAND PERIMETER LENGTH AS REQUIRED - LINE OR MAINLINE WITH TERMINAL DRIPLINE TEE (2)PAVING BRICKS END IN DBY SUPPLY HEADER X z_ AIR/VACUUM RELIEF VALVE AR 4"-6"DEPTH DEPTH 3/8"GRAVEL CURB VALVE,CENTERED WITHIN ° BACKFILL OVER GEOTEXTILE AR (PLUMBED TO DRIPLINE AT EACH BLANK DRIPLINE(CENTERED AF CO N RISER SIZE EQUAL TO MAINLINE HIGH POINT),SEE___- ON MOUND OR BERM) ( � FABRIC FOR DRAINS OR QUICK COUPLER LINE) 2 PAVING BRICKS AIR/VACUUM RELIEF VALVE DRIPLINE TEE ( ) AREA PERIMETER (PLUMBED TO DRIPLINE AT EACH HIGH POINT),SEE____ DRIPLINE ELL SCH 40 PVC MAINLINE OR QUICK 1"BRASS TxT 90 3'STEEL FARM FENCE POST WITH DRIP CONTROL VALVE,SEE____ AREA PERIMETER AR AIRNACUUM RELIEF VALVE COUPLER LINE 3 EA SST CLAMPS, PLUMBED DRIPLINE START CONNECTION (PLUMBED TO DRIPLINE AT EACH VERTICALLY SUPPLY HEADER AF MALE ADAPTER HIGH POINT,TYP),SEE---- SCH 80 PVC SxS UNION,TO 1"x3"BRASS NIPPLE NOTES: EXHAUST HEADER AUTOMATIC FLUSH VALVE 15*A BRASS NIPPLE AT L DRIPLINE RUNS SHALL NOT EXCEED 200'IN LENGTH. AF PLUMBED TO DRIPLINE, LOOSEN OUTWARD AWAY FROM 45°ANGLE IN RELATION SCH 40 PVC QUICK COUPLER LINE ( C NOTCH RISER AS VALVE BOTH SIDES)) TO QUICK COUPLER LINE OR MAINLINE WITH SxS 90 OR TYP),SEE___ NECESSARY TO FIT CLEANLY OVER TOE ° ° SCH 80 PVC TOE NIPPLE SxSxS TEE NIPPLE 1 CUBIC FOOT DRY SUMP LINED 1"BRASS TxT 90 WITH FILTER FABRIC AND FILLED N WITH 3/8"GRAVEL BACKFILL FOR 1"x3"BRASS NIPPLE DRAINS SCH 80 PVC SxT BUSHING CURB VALVE QUICK COUPLER DRIPLINE AT IRREGULAR ANGLES DRIPLINE CENTER FEED LAYOUT DRIPLINE ISLAND LAYOUT 4 3 1" = 1'-0" 6 1 1/2" = V-0" 9 12" = V-0" 10 12" = V-0" 13 1" = 1'-0" 2 4--j 0 +-i p � O k.0 NOTES: a--� E oo DRIPLINE RUNS SHALL NOT EXCEED 200'IN LENGTH. FINISH GRADE U U PRESSURE REDUCING VALVE WITH LOOPED AND ZIP TIED 14 GA z FOGTITE MODEL#25TA CONCRETE VAULT UNIONS SUPPLY HEADER Q Q COMMON(WHITE),LEAD(BLACK) WITH ADJUSTABLE LOCKING METAL LID �\ PERIMETER LATERALS � � ill Hill hill 0 Z p MASTER VALVE AND SPARE WIRES ORANGE w i DOUBLE CHECK BACKFLOW VALVE BOX ( ) / a- 2-WAY TEE L VLn 2"TO 4"FROM EDGE cn m PREVENTER WITH BUILT IN UNIONS PLACE ALL SPLICES IN DBY SPLICE w cv w FINISH GRADE TO BE 1",OR SPECIFIED DEPTH KIT-PROVIDE A MIN 48"OF SLACK DRIPLINE � DRIPLINE m OF MULCH PLUS 1",BELOW TOP OF VAULT AND QUICK COUPLING VALVE 1"SCH 80 PVC BALL VALVE COILED WITHIN BOX BOX 1"SCH 80 PVC CLOSE NIPPLE 14 GA INSULATED LOCATOR WIRE 1"BRASS CLOSE NIPPLE (BLUE)FROM LATERAL LINE WITH CURB VALVE,SEE (3 TOTAL ACROSS ASSEMBLY) AIRNACUUM RELIEF VALVE v TERMINAL END IN DBY SPLICE KIT wa FINISH GRADE TO BE 1", OR SPECIFIED DEPTH OF w 3/4"SCH 80 PVC NIPPLE 2"xl"BRASS BUSHING AR N MULCH PLUS 1",BELOW TOP 2„ °- 2"x2"x2"BRASS TEE OF VALVE BOX,TYP CONTROL VALVE SEE SPECIFICATIONS FOR ROW PVC TEE(SxSxT) BRASS ;a 2"x12"BRASS NIPPLE z_ � COMPACT NATIVE SOIL AND EMITTER SPACING 90 (BOTH SIDES) � z 1"PRF-100-RBY FILTER EXHAUST HEADER 0 ® o � � 2"BRASS 90(BOTH SIDES) N M 1"SCH 80 PVC TxT 90 - - 1"SCH 80 PVC TxT UNION,TO PVC PIPING/LATERAL LINE 2" GROUT OPENINGS,TYP `� LOOSEN OUTWARD AWAY FROM EMISSION POINT BRASS 2"BRASS CLOSE NIPPLES 1"SCH 80 PVC NIPPLE, VALVE PIPE LENGTH AS REQUIRED DRIPLINE START CONNECTION, D 1"SCH 80 PVC TxT 90 SEE___ LOOPED AND ZIP TIED 14 GA (4)PAVING BRICKS AT CORNERS 1"SCH 80 PVC NIPPLE, HIM Hill i 4 — INSULATED COMMON AND SCH 80 PVC SxT BUSHING ° �o ° ° LENGTH AS REQUIRED AUTOMATIC FLUSH VALVE LEAD WIRES-PLACE ALL SPLICES IN = ° SCH 80 PVC SxT BUSHING PLUMBED TO PVC W/GRAVEL DBY SPLICE KIT-PROVIDE A MIN SCH 40 PVC SxSxS TEE LATERAL LINE SUMP,SEE 6"DEPTH 5/8"CRUSHED AGGREGATE 48"OF COILED SLACK WITHIN VAULT MAINLINE COMPACTED TO 95%DENSITY OVER 1 CUBIC FOOT DRY SUMP LINED WITH FILTER FABRIC GEOTEXTILE FABRIC 40 MIL.PVC AND FILLED WITH 3/8"GRAVEL BACKFILL FOR DRAINS SCH 40 PVC SxS 90 DRIPLINE ACCESSORIES LAYOUT DRIPLINE START CONNECTION COMPACT NATIVE SOIL TAPE AT GROUTED AT BOTH ENDS OF VAULT UNDER WEEP HOLES,OR 4%6"DEPTH 3/8"GRAVEL BACKFILL 7 Project N o: 2022014.01 OPENINGS,TYP PLUMB TO NEAREST DRAIN FOR DRAINS 12" = 1'-0" 15 1" = 1'-0" D a t e: 02/09/2024 DCVA / PR / MASTER VALVE ASSEMBLY DRIPLINE CONTRQ�GVDALVE LINE FLUSHING VALVE Checked By: TS C 1 NTS 11 1" = 1'-0" Drawn B y: DJ OPERATION INDICATOR 6"ROUND COMPRESSION RING co VALVE BOX FINISH GRADE TANK CAP WITH FEED Sheet Name LATERAL LINE AIR/VACUUM ADJUSTMENT KNOB RELIEF VALVE LOOPED AND ZIP TIED 14 GA COMMON (WHITE),LEAD(BLACK)AND SPARE EZ FLOW FERTILIZER TANK, IRRIGATION DETAILS FINISH GRADE/TOP OF MULCH FINISH GRADE M WIRES(ORANGE) PLACE ALL SPLICES EZ 001-CX MODEL, 1.5 GAL N FOR UP TO 6,000 SF IN DBY SPLICE KIT-PROVIDE A MIN 48" VALVE BOX W/COVER 3/4"M X 1/2"F = OF SLACK COILED WITHIN BOX REDUCTION BUSHING VALVE BOX MINIMUM DIMENSIONS N CONTROL VALVE, 17"X L X 12"W X 12"H PVC SCHEDULE 40 TEE SEE MULCH 2-WAY ADAPTER TEE DRIPLINE MAINLINE I PVC LATERAL PIPE ° ° B 6"ROUND VALVE BOX RICK SUPPORTS(3) FILTERED AUTOMATIC DRAIN VALVE DRIP LINE BRICK SUPPORTS(3) ° 3/4"CRUSHED GRAVEL SUMP (2)BRICK SUPPORTS UNDISTURBED NATIVE SOIL OR EX OVER GEOTEXTILE SHUT OFF VALVE E FERTILIZER SOIL COMPACTED TO 85/o DRY ° 1 CUBIC FOOT DRY SUMP LINED INJECTOR z DENSITY;VERIFY POSITIVE DRIPLINE TUBING WITH FILTER FABRIC AND FILLED PAVING BRICKS AT CORNERS 0 N DRAINAGEPRIOR TO WITH — — 3/4"DIA WASHED GRAVEL CONSTRUCTION DRAINS B GRAVEL BACKFILL FOR ° d ° m Sheet No : NOTE: DRAIN VALVE TO BE LOCATED AT LOWEST POINT OF ZONE. OUT TO HEADS �� WATER FLOW -FT-FT-7BALL VALVE COUPLING DRIPLINE AIR VACUUM RELIEF CONNECTION L-541 Q0 4%6"DEPTH 3/8"GRAVEL AUTOMATIC DRAIN VALVE DRIPLINE OPERATION INDICATOR Q VALVE DRIPLINE FLUSH VALVE FERTILIZER INJECTOR GEOTEXTILE FA RAINS OVER 1 14 V 12 4 GEOTEXTILE FABRIC 1 1/2" = V-0" 1 1/2" = V-0" 1" = 1'-0" 1" = 1'-0" NTS N 0 N 0 N 1 2 3 4 5 6 NOTES: 1. NO GUYING OR STAKING IN BUFFER MITIGATION ENHANCEMENT AREAS 2. ONE STAKE PER TREE ON WINDWARD SIDE;SECOND STAKE 0 t ON LEEWARD SIDE 3. SLOPES STEEPER THAN 2:1 MAY REQUIRE AN APPROVED I v EMBANKMENT STAILIZATION SYSTEM TO CREATE A LEVEL TREE PIT SUCH AS:ROCK FACING; PRECAST CONCRETE WALL UNITS;TIMBER WALL; MANUFACTURED SLOPE RETENTION UNITS 4. CHAIN LOCK TREE TIE.LOOP EACH TIE AROUND TREE nofth LOOSELY TO PROVIDE 1"SLACK FOR DIAMETER GROWTH. ARCHITECTURE FINISH GRADE FINISH GRADE 5. SHAPE SOIL TO PROVIDE 3'-0"0 OR ROOTBALL DIAMETER, ,+,+,+,+,+,+,+,+,+,+,+,+,++�++, _ WHICHEVER IS GREATER,WATERING RING A - � . �' MULCH 6. REMOVE ALL STRING.REMOVE TOP 2/3 OF BURLAP. co .` . . . . . . . . . . '. + . + . NATIVE SOIL W/3"OF 50% . . . . . . . . . . . . . . . . . . COMPOST/50%SAND MIX ' ' ' '. '.' .` ' ' '. '.` TILLED IN '.`,'.`,'.`,'.`,'.`,'.`,'.+,. . . . NATIVE SOIL W/4"OF COMPOST - o TILLED IN '+ SCARIFY SUBGRADE + + + + + + + + + + + + + + PIVOT NORTH ARCHITECTURE, PLLC. .. .. ..+... + ...+... +... +". 1101 W. GROVE STREET BOISE, ID 83702 + + + -+' SCARIFY SUBGRADE www.pivotnorthdesign.com . . . . UNCOMPACTED SUBGRADE UNCOMPACTED SUBGRADE v GLO PREVAILING WINDS SEATTLE I LOS ANGELES BOISE SOIL PROFILE AT TURF SOIL PROFILE AT PLANTING SET ALL PLANTS PLUMB gg10.com A4 1" = 1'-0" A5 1" = 1'-0" 113 S 5TH ST BANDB OR BAREROOT TREE BOISE ID 83702 (AS SPECIFIED) 208-953-7227 SEE NOTE 4 STAMP: `````.��P�ti° A;o,. ALL SHRUB AND = a GROUNDCOVER SPACING TO BE EQUILATERAL w ~ SEE NOTE 6 =r y CONTINUOUS OUTER ROW AT X = w FEET ON CENTER.2/3X FEET SETBACK TRIANGLES UNLESS ww MIN.1' 6" : FROM EDGE OF PLANTING BED WITH OTHERWISE NOTED z BACKFILL WITH MIXTURE -16705 SEE N 5 OF 75/°NATIVE SOIL AND � 25/°DECOMPOSED CONTAINERIZED �� ' s,;4``F; TRIANGULAR SPACING INSIDE BED,TYP ° �,19 ti \ \ o \ \ AAMENDMENTORGANIC LCH SHRUB EDGE OF PLANTING BED OR PAVEMENT o° 6 AREA / ROW TO ROW SPACING FOR FOHAI TO N T 60° D2+1/2D2 N 2�Typ SET ROOT SPACING + \ \ \ � CROWN AT OR ADJUSTMENT EXISTING GRADE, JUST ABOVE �� D D 60° SEE GRADING SOIL LEVEL X X � � � � PLAN— X=RECOMMENDED SPACING EDGE OF PLANTED AREA (SEE PLANTING SCHEDULE) ON CENTER SPACING SEE NOTE 6 SPECIFIED ON PLANS =ACTUAL PLANT LOCATION OR PLANT SCHEDULE IS EQUAL TO"D" TYP PLANTING PATTERN TRIANGULAR PLANT SPACING PLANTING ON SLOPES 64 1 1/2" = 1'-0" 1/4" = 1'-01, 1/4" = 1'-01, B AND BOR `( CONTAINERIZED SHRUB SET ALL PLANTS AT NURSERY \ I LEVEL \ \ I 3"MULCH TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL SHRUB PLANTING PIT / PREPARATION=ROOTBALL DEPTH MIN 2"MULCH \ \ AND WIDTH PLUS 1'-0"ADDITIONAL \ ALL SIDES FINISH GRADE REMOVE CONTAINER OR C REMOVE BURLAP FROM TOP 2/3 REMOVE ALL BURLAP,WIRE, OF ROOTBALL.REMOVE ALL STRING,AND CONTAINERS. FINISH GRADE WIRE AND STRING \ SPREAD ROOTS ADDITIONAL PLANTING AREA � PREPARATION PER DRAWINGS Sp PLANTING SOIL SF qC� NATIVE BACKFILL SOIL AMENDED X F�q NGV PER SPECS •— NOScgpF gR�FS SCARIFIED SUBGRADE UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO 4--1 J NGS ROOTBALL WILL NOT SINK) NOTES: O � 1. INSTALLATION INCLUDES REMOVAL OF STAKES ' ' O M ONE YEAR AFTER INSTALLATION }' E GROUND COVER PLANTING SHRUB PLANTING 2. SHAPE SOIL SURFACE TO PROVIDE 3'DIAMETER U L WATERING RING u Z 3 3/4" = 1'-0" 4 1" = 1'-0" 3. TREE CLEARANCES SHALL BE PER STD PLAN NO. 030 � Q 4. SEE STD PLAN NO.424 FOR TREE PIT DETAIL O V Z S Ln G m STAKE TREE WITH(2)TREATED 2"DIAMETER LODGEPOLE PINE DOWELED TREE STAKES \ (8'-0"LENGTH)LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1"SLACK FOR vo I TRUNK GROWTH II "CHAINLOCK"OR EQUAL TREE TIE PLASTIC LOCK TIE OR RUBBER HOSE TREE TIE. \ MATERIAL(1"WIDTH)NAIL OR STAPLE I SET LOOSE TO ALLOW FOR 2'-0"MIN MI TREE TIE MATERIAL TO STAKE TO I DIAMETER GROWTH 0 3 6 HOLD VERTICALLY.LOOP EACH TIE AROUND HALF TREE LOOSELY TO III L/ PROVIDE 1"SLACK FOR TRUNK D2"0 X 8'-0"LENGTH GROWTH LODGEPOLE PINE \11d/ TREE STAKE SET TOP OF ROOT CROWN 2"ABOVE VW ADJACENT CURB AND SIDEWALK GRADE MIN 2%3"OF MULCH SEE NOTE 1 3"4'SOIL SAUCER(DURING 2"-3"MULCH DEPTH(TAPERED AT ESTABLISHMENT) TRUNK) Project No: 2022014.01 J i MULCH TREE PIT MIN 5'-0"LENGTH X D a t e: 02/09/2024 FULL PLANTING STRIP WIDTH BETWEEN I� CURB AND SIDEWALK(FOR PLANTING STRIPS LESS THAN 6'-0"WIDE.)PROVIDE Checked B y: DJ V-6",SEE 5'-0"MULCH RING FOR PLANTING STRIPS �y I WIDER THAN 6'-0" D r a w n B y: TS \� REMOVE BURLAP NOTE 2 FROM TOP 2/3 OF REMOVE ALL WIRE AND STRING,AND SET ROOT CROWN AT OR ROOTBALL. REMOVE REMOVE ALL BURLAP FROM TOP 2/3 1"ABOVE FINISH GRADE �\ STRING.ALL E AND SIDEWALK III OF ROOTBALL Sheet Name FINISH GRADE NATIVE BACKFILL SOIL AMENDED PLANTING DETAILS WITH 25%(AT1/3 CU YD) " DECOMPOSED ORGANIC MULCH ROUGHEN SIDES OF PLANTING HOLE AMENDMENT FOR ENTIRE TREE MAXIMIZE EXCAVATED AREA WITHOUT PIT AREA(APPROXIMATELY UNDERMINING ADJACENT PAVING/CURB ROOTBALL DEPTH *TREE PIT DEPTH=ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION) UNDISTURBED SUGRADE 3' 18"DEEP ROOT BARRIER TYP (PROVES FIRM BASE SO WITHIN 10'OF PAVING ROOTBALL WILL NOT SINK co DRIVE STAKES 6"TO V-0"INTO w E N UNDISTURBED SOIL BELOW V) o ROOTBALL M DRIVE STAKE AT ROOTBALL EDGE(TYP) m Sheet No : 6'-0"MIN.OR MIN WIDTH OF TREE PIT=2TIMES ROOTBALL NATIVE BACKFILL SOIL AMENDMENT WITH 25/o(AT1/3 CU YD) 2X 0 ROOTBALL DIAMETER OR 5'-0",WHICHEVER IS GREATER DECOMPOSED ORGANIC MULCH AMENDMENT FOR ENTIRE TREE PIT � 6'-0"0 MULCH AREA CLEAR OF GRASS,WEEDS,ETC. MULCH AREA TO BE CLEAR OF GRASS,WEEDS, AREA X ROOTBALL DEPTH Ln UNDISTURBED SUBGRADE(PROVIDES L-551 TO REDUCE COMPETITION DURING ESTABLISHMENT ETC.TO REDUCE COMPETITION WITH TREE ROOTS FIRM BASE SO THAT ROOTBALL WILL N NOT SINK) CONIFEROUS TREE PLANTING DECIDUOUS TREE PLANTING 3/4" = 1'-0" 3/4" = 1'-01, 0 N 0 1 2 3 4 5 6 PLANT SCHEDULE • TREES p 1vot , QTY. TAG BOTANICAL NAME COMMON NAME CAL. MIN.HT CONT. TREE CLASS REMARKS + 119 PSAT ACER TRUNCATUM X A.PLATANOIDES'WARRENRED' PACIFIC SUNSET MAPLE 2" 0" B&B CLASS 2 nofth 120 AGAS AMELANCHIER GRANDIFLORA SERVICEBERRY 2" 0" B&B CLASS 1 ARCHITECTURE 52 AGAB AMELANCHIER X GRANDIFLORA'AUTUMN AUTUMN BRILLIANCE SERVICEBERRY 2" 0" B&B CLASS 1 BRILLIANCE' A + 23 BNRB BETULA NIGRA'CULLY'HERITAGE RIVER BIRCH 2" B&B CLASS 2 76 FAWA FRAXINUS AMERICANA WHITE ASH 2" 0" B&B CLASS 2 + 10 GDKC GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE 2" 0" B&B CLASS 3 23 MSSM MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA 0" 10'-0" CLASS 1 PIVOT NORTH ARCHITECTURE, PLLC. 127 PFLP PINUS FLEXILIS'VANDERWOLF'S PYRAMID' LIMBER PINE 0" 12'-0" CONIFERS 1101 W. GROVE STREET 15 UFFE ULMUS'FRONTIER' FRONTIER ELM 2" 0" B&B CLASS 2 BOISE, ID 83702 SHRUBS www.pivotnorthdesign.com QTY. TAG BOTANICAL NAME COMMON NAME CONT. REMARKS 0 823 CSKD CORNUS SERICEA'KELSEYI' KELSEY'S DWARF RED-OSIER DOGWOOD 2 GAL ® 314 IGIB ILEX GLABRA INKBERRY 2 GAL ® 299 LAHL LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER 2 GAL GGLO 0 186 PLMO PHILADELPHUSLEWISII'BLIZZARD' BLIZZARD MOCK ORANGE 2GAL SEATTLE I LOS ANGELES BOISE e 185 POLD PHYSOCARPUS OPULIFOLIUS'DONNA MAY'LITTLE DEVIL LITTLE DEVIL NINEBARK 2 GAL 1'0" 0 log PMMP PINUS MUGO PUMILIO DWARF MUGO PINE 5 GAL gglo.com ® 288 PFAW POTENTILLA FRUITICOSA'ABBOTSWOOD WHITE' ABBOTSWOOD WHITE POTENTILLA 2 GAL 113 S 5TH ST C) 974 PFAP POTENTILLA FRUTICOSA'ABBOTSWOOD' ABBOTSWOOD POTENTILLA 2 GAL BOISE ID 83702 378 RAGC RIBES AUREUM GOLDEN CURRANT 5 GAL 208-953-7227 300 SPMK SYRINGA PUBESCENS SUBSP.PATULA WISS KIM' MISS KIM LILAC 5 GAL FERNS,GRASSES,AND PERENNIALS STAMP: OF iD''��•,,� QTY TAG BOTANICAL NAME COMMON NAME SIZE OC SPACING REMARKS `�NNp * 206 AUKI ARCTOSTAPHYLOS UVA URSI'MASSACHUSETTS' MASSACHUSETTS KINNIKINNICK 1 GAL 24" 0 35 APPT ARISTIDA PURPUREA PURPLE THREE AWN 1 GAL 24" s _ 0 489 BGBG BOUTELOUA GRACILIS'BLONDE AMBITION' BLUE GRAMA GRASS'BLONDE AMTITION' 1 GAL 24" 's -16705 5604 FISB FESTUCA IDAHOENSIS'SISKIYOU BLUE' SISKIYOU BLUE IDAHO FESCUE 1 GAL 24" '.�d 726 KMPJ KOELERIA MACRANTHA PRAIRIE JUNEGRASS 1 GAL 24" �� SC �i�NDA4�P`�`` 0 2958 MRCO MAHONIA REPENS CREEPING OREGON GRAPE 1 GAL 24" 0 129 PSBW PSEUDOROEGNERIA SPICATA BLUEBUNCH WHEATGRASS 1 GAL 24" B LAWN TAG AREA BOTANICAL NAME COMMON NAME w <varies> 113,620 SF LAWN <varies> C � D I X G 4_j 0 1_j p � O k.0 M 4--J E oo U L 0 (3) " z 0 2 Q O V z o M W cn D Project No: 2022014.01 D a t e: 02/09/2024 Checked By: TS Drawn By: DJ Sheet Name : PLANTING SCHEDULE w E 0 m Sheet No : N L-651 N 0 0_� N 1 2 3 4 5 6 STREET TREES TREE COUNT BUFFER PLANTING REQUIREMENTS WALKWAY PLANTING REQUIREMENTS REQUIREMENT: 1 TREE PER 8,000 SF(473,245 SF TOTAL SITE AREA THIS PHASE)=59 REQUIRED TREES NORTHERN BUFFER PLANTING MERIDIAN CODE SECTION 11-313-12C(ENDEAVOR ST&GLASSFORD AVE PATHWAY) ivot ' 434'-0" TOTAL STREET FRONTAGE ON W.ENDEAVOR ST= 12 STREET TREES REQUIRED 6'SOLID SCREEN FENCING. (1 TREEl35'-0"LINEAR FRONTAGE) 1 TREE PER 100 LF OF PATHWAY PER MERIDIAN CODE SECTION 11-313-12 (4,420 LF OF CONIFEROUS AND DECIDIOUS TREE PLANTING PER CITY REQUIREMENTS 1.PLANTER WIDTH.A LANDSCAPE STRIP A MINIMUM OF FIVE(5)FEET WIDE SHALL BE PROVIDED ALONG EACH SIDE OF THE PATHWAY. 12 STREET TREES REQUIRES 3 SEPARATE STREET TREE SPECIES PATHWAY THIS PHASE)=44 REQUIRED TREES SHRUB AND GROUNDCOVER PLANTING PER CITY REQUIREMENTS DESIGNS ARE ENCOURAGED IN WHICH THE WIDTH OF THE LANDSCAPE STRIP VARIES TO PROVIDE ADDITIONAL WIDTH TO PLANT TREES ALL TREES MUST BE CLASS II TREES UNLESS APPROVED BY CITY 1 TREE PER 35-0"AVERAGE FARTHER FROM THE PATHWAY,PREVENTING ROOT DAMAGE.THE MINIMUM WIDTH OF THE LANDSCAPE STRIP SHALL BE TWO(2)FEET nofth 445 TREES PROPOSED ON SITE 17.5 TREES REQUIRED, 18 CLASS 2 TREES PROPOSED TO ALLOW FOR MAINTENANCE OF THE PATHWAY.ALTERNATIVE COMPLIANCE AS SET FORTH IN SECTION 11-56-5 OF THIS TITLE SHALL 824'-0" TOTAL STREET FRONTAGE ON N.GLASSFORD AVE=23 STREET TREES NOT BE REQUIRED TO MEANDER THE PATHWAY AS LONG AS A TOTAL WIDTH OF TEN(10)FEET OF LANDSCAPING IS MAINTAINED ALONG ARCHITECTURE REQUIRED(1 TREE/35'-0"LINEAR FRONTAGE) WESTERN BUFFER PLANTING THE PATHWAY. 23 STREET TREES REQUIRES 3 SEPARATE STREET TREE SPECIES TREE MITIGATION 6'SOLID SCREEN FENCING. A ALL TREES MUST BE CLASS II TREES UNLESS APPROVED BY CITY CONIFEROUS AND DECIDIOUS TREE PLANTING PER CITY REQUIREMENTS 2.REQUIRED PLANTS.THE LANDSCAPE STRIPS SHALL BE PLANTED WITH A MIX OF TREES,SHRUBS,LAWN,AND/OR OTHER VEGETATIVE SHRUB AND GROUNDCOVER PLANTING PER CITY REQUIREMENTS GROUND COVER.THERE SHALL BE A MINIMUM OF ONE(1)TREE PER ONE HUNDRED(100)LINEAR FEET OF PATHWAY. IF THIS PROPOSED PLAN: 1 TREE PER 35-0"AVERAGE CALCULATION RESULTS IN A FRACTION OF FIVE(5)OR GREATER,ROUND UP TO AN ADDITIONAL TREE; IF THE CALCULATION RESULTS IN 19 STREET TREES PROPOSED ON W. ENDEAVOR ST,38 STREET TREES PROPOSED ON N. NO EXISTING TREES ON SITE TO BE REMOVED. 23.8 TREES REQUIRED,24 CLASS 2 TREES PROPOSED A FRACTION LESS THAN FIVE(5),ROUND THE NUMBER DOWN. GLASSFORD AVE 1 TREE PER 8,000 SF(473,245 SF TOTAL SITE AREA THIS PHASE)=59 REQUIRED TREES PIVOT NORTH ARCHITECTURE, PLLC. 3 DIFFERENT SPECIES PROVIDED ON BOTH STREETS N.GLASSFORD AVE BUFFER PLANTING &IMPROVEMENTS.THE PATHWAYS SHALL BE PAVED WITH THREE(3)INCHES OF ASPHALTIC CONCRETE OR EQUIVALENT. 1101 W. GROVE STREET ALL STREET TREES IN PARKWAY ARE CLASS II STREET TREES 445 TREES PROPOSED ON SITE @ MIN 2"CALIPER PLANTED PER UDC 11-36-12C AND PER UDC 11-313-9C BOISE, ID 83702 ALL TREES ABIDE BY RECOMMENDED SPACING MINIMUMS AVERAGE OF 1 TREE PER 35 FT. 4.TREE BRANCHING HEIGHT.TREES ALONG THE PATHWAY SHALL BE PRUNED WITH A CLEAR BRANCHING HEIGHT OF AT LEAST EIGHT(8) 10'-0"WIDE LANDSCAPE BUFFER PROPOSED AT BACK OF SIDEWALK ALONG W. 8'-0"WIDE WALK,NO ROOT BARRIER REQUIRED PER CITY COMMENTS FEET ABOVE THE PATH SURFACE. WWW.pivotnorthdesign.com ENDEAVOR ST&N.GLASSFORD AVE PLANT SIZE REQUIREMENTS. W.ENDEAVOR ST BUFFER PLANTING 5.SHRU6 HEIGHT.SHRUBS ARE LIMITED TO THREE(3)FEET HIGH OR LESS AT MATURE SIZE TO ALLOW FOR SAFETY PROVISIONS AND PLANTED PER UDC 11-313-12C AND PER UDC 11-313-9C SIGHT DISTANCE. OPEN SPACE EVERGREEN TREES-6'-0"MIN HEIGHT AVERAGE OF 1 TREE PER 35 FT. SHADE TREES-MIN 2"CALIPER,B&B 8'-0"WIDE WALK,NO ROOT BARRIER REQUIRED PER CITY COMMENTS 6.MULCH.THE SOLITARY USE OF MULCHES,SUCH AS BARK ALONE WITHOUT VEGETATIVE GROUND COVERS, IS PROHIBITED. MULCH ORNAMENTAL TREES-MIN 2"CALIPER,B&B UNDER THE TREES AND SHRUBS IS REQUIRED IN ACCORD WITH SUBSECTION 11-313-5H OF THIS ARTICLE. GGLO COMMON OPEN SPACE(GREEN&RED HATCH AREAS): WOODY SHRUB-MIN.2 GAL W.ENDEAVOR ST&N.GLASSFORD AVE FACING FACADES 176,995 SF(4.06 AC) (INCLUDES ALL OPEN SPACE,INCLUDING BUFFERS,AMENITIES,AND PLANTED PER UDC 11-4-3-27E.2,3'0"WIDE MIN PLANTING 7.PROHIBITED TREES.NO EVERGREEN TREES OR CLASS III TREES SHALL BE PLANTED WITHIN THE REQUIRED LANDSCAPE STRIP S EATTLE I LOS AN G ELES BOISE WALKWAYS) SEE L-151,L-152,L-153,L-154 FOR PLANTING PLANS EVERGREEN SHRUBS(OREGON GRAPE)1 SHRUB PER 3 LINEAR FEET OF FACADE. BECAUSE OF SAFETY,SIGHT DISTANCE,AND MAINTENANCE CONCERNS. gg I O.co m QUALIFIED OPEN SPACE(RED HATCH AREAS): SEE L-651 FOR PLANT SCHEDULE WITH SYMBOLS AND SIZES EXISTING CONDITIONS &FENCES.SEE SECTION 11-3A-7 OF THIS CHAPTER FOR PATHWAY FENCING STANDARDS. 113 S 5TH ST 45,336 SF-10%REQUIRED PER MERIDIAN CODE SECTION 11-3G-3-R40 ZONING BOISE ID 83702 52,750 SF-211 UNITS BETWEEN 500 AND 1,200 SF AT 250 SF PER UNIT 208-953-7227 13,650 SF-39 UNITS>1,200 SF AT 350 SF PER UNIT THE EXISTING SITE CONTAINS NO NOTABLE NATURAL FEATURES(SUCH AS CANALS,CREEKS, PONDS,WETLANDS,FLOODPLAINS,IGH GROUNDWATER AREAS OR ROCK OUTCROPPINGS) 45,336 SF+52,750 SF+13,650= 111,736(2.56 AC)SF REQUIRED SEE CIVIL DRAWINGS FOR GRADING PLANS AND EXISTING CONITIONS/SURVEY. 0%J111 t 11N11"� 135,546 SF(3.11 AC)PROVIDED =29.9%OF TOTAL SITE AREA THERE ARE NOT SIGNIFICANT EXISTING TREES ON SITE FOR MITIGATION PER THE MERIDIAN CZC STAMP: ````� P�ti o A CHECKLIST.NO TREES ARE TO BE MAINTAINED ON SITE. PRIVATE OPEN SPACE: 250 UNITS AT 80 SF PER UNIT=20,000 SF THERE ARE NO EXISTING STRUCTURES,PLANTING AREAS,LIGHT POLES,POWER POLES,WALLS, 'r• y 20,000 SF PRIVATE OPEN SPACE PROVIDED FENCES,BERMS, PARKING/LOADING AREAS,VEHICULAR DRIVES,TRASH AREAS,SIDEWALKS, s �v PATHWAYS, FIRE HYDRANTS,STORMWATER DETENTION AREAS,SIGNS,STREET FURNITURE OR MAN -16705 (453,359 SF(10.40 AC)TOTAL SITE AREA THIS PHASE) MADE ELEMENTS ON SITE TO BE PROTECTED OR NOTED ON PLANS.SEE SHEET E-1 FOR EXISTING SITE PLAN. '�ii1�r�si THERE ARE NOT SLOPES STEEPER THAN 20%ON SITE TO BE NOTED IN THIS SET. B WOOD FENCE, WOOD FENCE, SEE DETAIL ON D4 / L-501 LIMIT OF WORK LINE SEE DETAIL ON D4 /-L-501 ° 0 0 O O O O a � .O o 0. - O O O O O 0 0 a- 0 o 0 O O O O .o- O 0 0 0 o a .0.. O - - O O 0 0 0 0 0 0 0 O 0. - O O 0 0- o O O O O O - O 0 -a O 0 O a. 0 o o � OPEN SPACE AREA- 1,395 SF ° OPEN SPACE INCLUDES: LANDSCAPED AREA w z ° i 0 Y ❑ ° p o o o o O 0 O O o 0 0 0 00 o 0 0 0 o 0 0 0 0 0 0 o 0 0. ° ° �0 o. o o 0 0 0 o o o o � Of p 3: ° °LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 o O 0 O 0 0 0 0 0 0 a o 0 0 0 O ❑ i cc O O O. . 0 ❑O - .. 0 o - ° O O I ® ° O O. . _ ❑ �� ❑ ❑ ❑ ❑ ❑ �� 8 ° 0 0LLAQ �j co 0 O ® ° �OPEN�SPACE AREA- 1,855 SF QUALIFIED OPEN SPACE AREA-60,781 SF a 0 OPEN SPACE AREA- 7,970 SF OPEN SPACE INCLUDES: OPEN SPACE INCLUDES: OPEN SPACE INCLUDES: ° � % I0(,LANDSCAPED AREA MENITY AREA° LANDSCAPED AREA LJJ WALKWAYS LAWN o C Q -WALKWAYS - WALKWAYS ° o Z 0 ° ®o® ®p® LANDSCAPED AREA i 0 0 0 Lu o SITE TRIANGLE o❑u o ° o o ° PER 1 . , ®o®®o® o 0 p �j o o � o0000 0 0 0 0 " 1:00:: 0 ° ° 4-1W ° - :. � V� lam' � ° ° ° ° ° ° Q' l0 0 00 ° °O - i% - c.- .. ° O Q O �� L O ❑ O ° O o O 0- - 0 0 a Z — ° ° 0 o ° O U O 0 0 !� — 9 0 M,L w S c 0 0 0 0 0 ° L M G p O O Eto 0 ° 0 ° QUALIFIED OPEN SPACE AREA-27,323 SF ° o a ° ° OPEN SPACE INCLUDES: 8 ° ° ° ° ° ,� ° ° O° �� '� AMENITY AREA' f 0 i p o 0 D 0 WALKWAYS 0 0 0 o LANDSCAPED AREA ° ° 0 o ° o p OPEN SPACE AREA D OPEN SPACE INCLUDES: ° o ��` ° ° 0 0 0 WOOD FENCE, LANDSCAPED AREA 0 a _ SEE DETAIL ON D4 / L-501 WALKWAYS ° ° ° o ` o ° ° ° o ❑ 0 0 p ° . .o / _ a: 0 0 ° j o O q ° o 0 0 ° I 0 . ° ° ° � SITE TRIANGLE ° � ° ❑ o PER 11 3A 3 ° o >. ° 0 0 0 0 . OF WORK o P r o j e c t N o: 2022014.01 0 D a t e: 02/09/2024 0 0 0 Q Checked By: TS ° o Drawn By: DJ 0 N. GL,qS SFOR ° . D o � Sheet Name : VE _ o o 0 (lM/T pF CUP OPEN SPACE, ' 0,, CUP ORKLINE ' AMENITY, & STREET TREE CALCULATIONS HVVY 16 — R40 Lu E v' OPEN SPACE AREA- 14,716 SF Q OPEN SPACE INCLUDES: LANDSCAPED AREA m WALKWAYS ` Sheet No LANDSCAPE PLAN — OPEN SPACE DIAGRAM — R40 2 40' 8 PLAN L- 1 002 Q0 El " =40'-0" NORTH c� N 0 N 0 N LANDSCAPE GENERAL NOTES STREET TREES 1.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE REQUIREMENT: CITY OF MERIDIAN,IDAHO CODE OF ORDINANCES,AND OTHER APPLICABLE CODES, 506'-0" TOTAL STREET FRONTAGE ON W. ENDEAVOR ST= 14 STREET TREES REQUIRED(1 TREE/35'-0"LINEAR FRONTAGE) RULES,AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 14 STREET TREES REQUIRES 3 SEPARATE STREET TREE SPECIES ALL TREES MUST BE CLASS II TREES UNLESS APPROVED BY CITY 2.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK,THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY WHEN FOLLOWING ISSUES 302'-0" TOTAL STREET FRONTAGE ON N.GLASSFORD AVE=8 STREET TREES REQUIRED(1 TREE/35-0"LINEAR FRONTAGE) ARE NOTED:ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT 8 STREET TREES REQUIRES 2 SEPARATE STREET TREE SPECIES DOCUMENTS,OWNER-PROVIDED INFORMATION,SITE CONDITIONS,MANUFACTURER ALL TREES MUST BE CLASS II TREES UNLESS APPROVED BY CITY RECOMMENDATIONS,OR CODES,REGULATIONS,OR RULES OF JURISDICTIONS HAVING AUTHORITY; 405-0" TOTAL STREET FRONTAGE ON W. USTICK RD= 12 STREET TREES REQUIRED(1 TREE/35'-0"LINEAR FRONTAGE) 12 STREET TREES REQUIRES 3 SEPARATE STREET TREE SPECIES 3.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK,THE CONTRACTOR ALL TREES MUST BE CLASS II TREES UNLESS APPROVED BY CITY SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS,OWNER-PROVIDED u o INFORMATION,AND SITE CONDITIONS,INCLUDING TAKING FIELD MEASUREMENTS AS PROPOSED PLAN: NECESSARY. 33 STREET TREES PROPOSED ON W. ENDEAVOR ST, 10 STREET TREES PROPOSED ON N.GLASSFORD AVE, 18 STREET TREES PROPOSED ON W.USTICK RD 4.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, 2 DIFFERENT SPECIES PROVIDED ON N.GLASSFORD AVE,3 DIFFERENT SPECIES PROVIDED ON BOTH W. ENDEAVOR ST AND N . GLASSFORD AVE FEES, LICENSES,AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND W.USTICK RD COMPLETION OF THE WORK,EXCEPT FOR THE GENERAL BUILDING PERMIT. ALL STREET TREES IN PARKWAY ARE CLASS II STREET TREES 1 ° ' ALL TREES ABIDE BY RECOMMENDED SPACING MINIMUMS 5.REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY 10'-0"WIDE LANDSCAPE BUFFER PROPOSED AT BACK OF SIDEWALK ALONG W. ENDEAVOR ST&N.GLASSFORD AVE © OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 1 6.DO NOT SCALE THE DRAWINGS. 7.SITE PLAN INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO 0 0 o DIMENSIONS AND LOCATION OF EXISTING UTILITIES,IS BASED UPON SURVEY TREE COUNT ❑ INFORMATION PROVIDED BY THE OWNER.THE LANDSCAPE ARCHITECT TAKES NO QUALIFIED OPEN SPACE AREA- 6,358 SF o RESPONSIBILITY FOR ITS ACCURACY. 1 TREE PER 8,000 SF(139,056 SF TOTAL SITE AREA THIS PHASE)= 17 REQUIRED TREES OPEN SPACE INCLUDES: 8.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES. CARE SHOULD 1 TREE PER 100 LF OF PATHWAY PER MERIDIAN CODE SECTION 11-3B-12 (1,391 LF OF WALKWAYS BE TAKEN TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 1 = LANDSCAPED AREA PATHWAY THIS PHASE) 14 REQUIRED TREES 9.WHERE POSSIBLE,RUN IRRIGATION AND ELECTRICAL CONDUIT UNDER DECKING OR 172 TREES PROPOSED ON SITE PLANTING AREAS. 1 ❑o i f 1 g TREE MITIGATION OPEN SPACE o COMMON OPEN SPACE(GREEN&RED HATCH AREAS): NO EXISTING TREES ON SITE TO BE REMOVED. 0 81,728 SF(1.88 AC)(INCLUDES ALL OPEN SPACE,INCLUDING BUFFERS,AMENITIES,AND 1 TREE PER 8,000 SF(139,056SF TOTAL SITE AREA THIS PHASE)= 17 REQUIRED TREES WALKWAYS) QUALIFIED OPEN SPACE AREA- 8,159 SF I QUALIFIED OPEN SPACE(RED HATCH AREAS):0 172 TREES PROPOSED ON SITE OPEN SPACE INCLUDES: o c 60,456 SF(1.39 AC)=43.5%OF TOTAL SITE AREA(15%REQUIRED PER MERIDIAN CODE AMENITY AREA L SECTION 11.3G-3-C.G ZONING) WALKWAYS (139,056 SF(3.19 AC)TOTAL SITE AREA THIS PHASE) V LANDSCAPED AREA BUFFER PLANTING REQUIREMENTS W.USTICK RD PLANTING CONIFEROUS AND DECIDIOUS TREE PLANTING SHRUB AND GROUNDCOVER PLANTING 1 TREE PER 35-0"AVERAGE STATE HIGHWAY 16 EXTENSION PLANTING CONIFEROUS AND DECIDIOUS TREE PLANTING PER CITY COMMENTS 1 SHRUB AND GROUNDCOVER PLANTING PER CITY COMMENTS 1 TREE PER 35-0"AVERAGE N.GLASSFORD AVE BUFFER PLANTING ❑ ° PLANTED PER UDC 11-36-12C AND PER UDC 11-3B-9C 1 ° AVERAGE OF 1 TREE PER 35 FT. 8'-0"WIDE WALK, NO ROOT BARRIER REQUIRED PER CITY COMMENTS 0 QUALIFIED OPEN SPACE AREA-43,918 SF W.ENDEAVOR ST BUFFER PLANTING 1 + PLANTED PER UDC 11-3B-12C AND PER UDC 11-3B-9C OPEN SPACE INCLUDES: AVERAGE OF 1 TREE PER 35 FT. WALKWAYS �� ❑o _ 8'-0"WIDE WALK, NO ROOT BARRIER REQUIRED PER CITY COMMENTS LANDSCAPED AREA o 1 ENDEAVOR ST&GLASSFORD AVE FACING FACADES PLANTED PER UDC 11-4-3-27E.2,TO"WIDE MIN PLANTING o 8 EVERGREEN SHRUBS(OREGON GRAPE) 1 SHRUB PER 3 LINEAR FEET OF FACADE. 1 E � o QUALIFIED OPEN SPACE AREA- 2,021 SF + 0 OPEN SPACE INCLUDES: ° /WALKWAYS 1 LANDSCAPED AREA WALKWAY PLANTING REQUIREMENTS MERIDIAN CODE SECTION 11-313-12C(ENDEAVOR ST&GLASSFORD AVE PATHWAY) OPEN SPACE ADJACENT TO ARTERIAL- 1.PLANTER WIDTH.A LANDSCAPE STRIP A MINIMUM OF FIVE(5)FEET WIDE SHALL BE PROVIDED ALONG EACH SIDE OF THE PATHWAY. 15,966 SF DESIGNS ARE ENCOURAGED IN WHICH THE WIDTH OF THE LANDSCAPE STRIP VARIES TO PROVIDE ADDITIONAL WIDTH TO PLANT TREES FARTHER FROM THE PATHWAY, PREVENTING ROOT DAMAGE.THE MINIMUM WIDTH OF THE LANDSCAPE STRIP SHALL BE TWO 50% OF TOTAL AREA COUNTS (2)FEET TO ALLOW FOR MAINTENANCE OF THE PATHWAY.ALTERNATIVE COMPLIANCE AS SET FORTH IN SECTION 11-513-5 OF THIS TOWARDS OVERALL BUFFER SF TITLE SHALL NOT BE REQUIRED TO MEANDER THE PATHWAY AS LONG AS A TOTAL WIDTH OF TEN(10)FEET OF LANDSCAPING IS 7,983 SF QUALIFIES MAINTAINED ALONG THE PATHWAY. 2.REQUIRED PLANTS.THE LANDSCAPE STRIPS SHALL BE PLANTED WITH A MIX OF TREES,SHRUBS,LAWN,AND/OR OTHER VEGETATIVE GROUND COVER.THERE SHALL BE A MINIMUM OF ONE(1)TREE PER ONE HUNDRED(100)LINEAR FEET OF PATHWAY.IF o ,�� THIS CALCULATION RESULTS IN A FRACTION OF FIVE(5)OR GREATER, ROUND UP TO AN ADDITIONAL TREE; IF THE CALCULATION RESULTS IN A FRACTION LESS THAN FIVE(5),ROUND THE NUMBER DOWN. 0 3.IMPROVEMENTS.THE PATHWAYS SHALL BE PAVED WITH THREE(3)INCHES OF ASPHALTIC CONCRETE OR EQUIVALENT. 1 4.TREE BRANCHING HEIGHT.TREES ALONG THE PATHWAY SHALL BE PRUNED WITH A CLEAR BRANCHING HEIGHT OF AT LEAST EIGHT (8)FEET ABOVE THE PATH SURFACE. II V Y 5.SHRUB HEIGHT.SHRUBS ARE LIMITED TO THREE(3)FEET HIGH OR LESS AT MATURE SIZE TO ALLOW FOR SAFETY PROVISIONS AND 1 SIGHT DISTANCE. 6.MULCH.THE SOLITARY USE OF MULCHES,SUCH AS BARK ALONE WITHOUT VEGETATIVE GROUND COVERS,IS PROHIBITED.MULCH UNDER THE TREES AND SHRUBS IS REQUIRED IN ACCORD WITH SUBSECTION 11-3B-5H OF THIS ARTICLE. 7.PROHIBITED TREES.NO EVERGREEN TREES OR CLASS III TREES SHALL BE PLANTED WITHIN THE REQUIRED LANDSCAPE STRIP BECAUSE OF SAFETY,SIGHT DISTANCE,AND MAINTENANCE CONCERNS. LANDSCAPEPLAN — OPEN SPACE DIAGRAM — C—G 01 20' 40' 80' PLAN &FENCES.SEE SECTION 11-3A-7 OF THIS CHAPTER FOR PATHWAY FENCING STANDARDS. 1 1" =40'-0" NORTH CUP OPEN SPACE, AMENITY, & STREET TREE L-003 CALCULATIONS - C-G SCALE: 1 " = 40'-0" @ 24X36 02/09/2024 McDermott and Ustick, MERIDIAN , IDc ermo ixe - pivotnofth 2022014.01 ARCHITECTURE