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CC - Landscape Plans LANDSCA IM ROV M NT LANS SITE DATA ZONING: R-8 GROSS ACREAGE: 15.00 AC NET ACREAGE: 13.90 AC FOR TOTAL NUMBER OF LOTS:73 NUMBER OF BUILDING LOTS:64 NUMBER OF COMMON LOTS:9 GROSS DENSITY:4.27 DU/AC BRODY SQUARE DEVELOPMENT TYPE:SINGLE FAMILY RESIDENTIAL A PORTION OF THE SW 4 OF SECTION 27, TOWNSHIP 4 NORTH , RANGE 1 WEST ADA COUNTY, IDAHO OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR LANDSCAPE ARCHITECT PINNACLE LAND DEVELOPMENT, L.L.C. LAND PLANNER IDAHO SURVEY GROUP KIMLEY-HORN AND ASSOCIATES, INC. 7629 E PINNACLE PEAK ROAD#110 9955 W. EMERALD ST. 7740 N 16TH STREET,SUITE 300 SCOTTSDALE,AZ.85255 KIMLEY-HORN AND ASSOCIATES, INC. 950 BANNOCK STREET SUITE 1100 BOISE, ID 83704 PHOENIX,AZ 85020 TELEPHONE:(480)401-0800 BOIS02 PHONE:(208)846-8570 PH: (602)906-1106 PHONE: CONTACT: RANDY CLARNO E, IDAHO 837 PHONE:(208)297-282885 CONTACT:CODY MCCAMMON, PLS CONTACT:ANNE DEBOARD, PLA CONTACT:BRANDON MCDOUGALD, PE PLANTING LEGEND LANDSCAPE NOTES LANDSCAPE REQUIREMENTS EVERGREEN TREES SHRUBS 1. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF REQUIREMENT REQUIRED PROVIDED BOTANICAL NAME /COMMON NAME SIZE QTY BOTANICAL NAME/COMMON NAME SIZE QTY MERIDIAN ORDINANCE REQUIREMENTS. • Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B 17 0 Cornus alba 'Bailhalo' 5 Gal. 71 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND STREET BUFFER Moon Glow Juniper Ivory Halo Dogwood IRRIGATION SYSTEM. • _ Picea abies 6-8 Ht. B&B 2 g 3. NO TREES SHALL IMPEDE THE 40 VISION TRIANGLES AT ALL INTERSECTIONS, •. ONE BLACK CAT RD 958 LF x 25 LF 958 LF/35 LF 27 TREES 35 TREES ® Lavandula an ustifolia 'Hidcote Blue' S Gal. 67 Norway Spruce Hidcote Blue English Lavender NO CONIFEROUS TREES OR SHRUBS OVER THIGH AT MATURITY WILL BE Lavandula angustifolia 'Thumbelina Leigh' 5 Gal. 6 LOCATED WITHIN VISION TRIANGLE OR ACHD ROW. AS TREES MATURE, THE QUALIFIED OPEN SPACE Picea pungens 'Hoopsii' 6-8' Ht. B&B 4 Thumbelina Leigh English Lavender • Hoops Blue Spruce � Physocarpus opulifolius 'Dart's Gold' S Gal. 49 OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET ACHD • ONE 1 DECIDUOUS TREE PER 78 843 SF 8 000 SF — 10 TREES 85 TREES Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B 14 Darts Gold Ninebark REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY WITHIN 40 STREET AND ( ) � / � — DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50' EVERY 8,000 SF Vanderwolf's Pine 0 Physocarpus opulifolius 'Donna May' 5 Gal. 54 FROM INTERSECTION STOP SIGNS. TREES SHALL NOT BE PLANTED WITHIN 5' OF •• 78,843 SF (1.81 AC) OF OPEN SPACE SHADE TREES (CLASS III) Little Devil Ninebark WATER METERS OR UNDERGROUND UTILITY LINES. e Rhamnus frangula 'Ron Williams' S Gal. 43 PATHWAY Fine Line Buckthorn BOTANICAL NAME / COMMON NAME SIZE QTY 4. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR Platanus x acerifolia 'Bloodgood' 2" Cal. B&B 2 Rhus aromatica 'Gro-Low' 5 Gal. 16 SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO CITY FORESTER'S ONE (1) TREE PER EVERY 100 LF 800 LF/100 LF = 8 TREES 8 TREES + Bloodgood London Planetree Gro-Low Sumac PRE-APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY BE ALTERED .. 800 LF OF PATHWAY Ribes alpinum 'Green Mound' 5 Gal. 17 DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO Green Mound Alpine Currant BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY TOTAL TREES: 45 TREES 128 TREES* Quercus bicolor 2" Cal. B&B 1 e Rosa 'Flower Carpet-Noare' 3 Gal. 34 DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY Swamp Oak Red Flower Carpet Rose REMOVED FROM TREES. GRASSES 5. ALL EXISTING TREES TO BE REMOVED WILL BE MITIGATED FOR WITHIN THE BOTANICAL NAME/COMMON NAME SIZE QTY COMMON LOTS AND LANDSCAPE BUFFERS. SEE LANDSCAPE CALCULATIONS APPROXIMATELY NINETY THREE (93) EXISTING TREES ON SITE ARE TO BE REMOVED AND MAY SHADE/STREET TREES (CLASS II) FOR TREE MITIGATION CALCULATIONS. REQUIRE MITIGATION. VERIFY ALL MITIGATION REQUIREMENTS FOR TREES TO BE REMOVED BOTANICAL NAME /COMMON NAME SIZE Q Blue geloua CITY Bo rama Grass grarass Blonde Ambition' 1 Gal. 13 6. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION WITH MERIDIAN CITY FORESTER PRIOR TO REMOVAL. Calama Fraxinus americana 'Autumn Purple' 2" Cal. B&B 6 � rostis arundinacea K.F. 1 Gal. 56 WITH PROTECTIVE FENCING. Autumn Purple Ash Karl Foerster Reed Grass * EXTRA TREES PROVIDED ABOVE THOSE REQUIRED FOR MITIGATION Helictotrichon sempervirens 1 Gal. 26 MITIGATION REQUIREMENT: 1,367 CAL INCHES = 684 (2" CAL) TREES Gleditsia triacanthos inermis 'Skycole' 2" Cal. B&B 8 Blue Oat Grass MITIGATION PROVIDED: 166 CAL INCHES = 83 (2" CAL) TREES ° Skyline Honeylocust Miscanthus sinensis 'Gracillimus' 1 Gal. 42 MITIGATION REMAINING: 1,201 CAL INCHES = 601 (2" CAL) TREES Ld Maiden Grass ' Sc aide r Grass sco arium 'Standing Ovation' 1 Gal. 4 ** COORDINATING WITH MERIDIAN CITY ARBORIST TO CREATE A TREE w� Tilia cordata 2" Cal. B&B 4 y P g MITIGATION ALTERNATIVE FOR THE PROPERTY �� • Littleleaf Linden Standing Ovation Little Bluestem PERENNIALS QQ wo ORNAMENTAL TREES (CLASS I) BOTANICAL NAME/COMMON NAME SIZE QTY (ifU) <a BOTANICAL NAME /COMMON NAME SIZE QTY ® Achillea millefolium 'Saucy Seduction' 1 Gal. 6 �Q Saucy Seduction Yarrow ~Z Acer tataricum 'Garann' 6-8' Ht. Multi-Stem 7 Hot Wings Maple ® Echinacea purpurea 1 Gal. 85 �r Purple Coneflower o Li Malus x 'JFS-KW5' 2" Cal. B&B 7 0 Gaillardia x 'Arizona Sun' 1 Gal. 68 zo ° Royal Raindrops Crabapple Arizona Sun Gaillardia z 01- Prunus virginiana 'Canada Red' 6-8' Ht. Multi-Stem 24 > Hemerocallis 'Stella de Oro' 1 Gal. 98 09 Canada Red Chokecherry Stella de Oro Daylily O J Penstemon digitalis 'Husker Red' 1 Gal. 44 8 0-0 Pyrus calleryana 'Glen's Form' 2" Cal. B&B 32 Husker Red Penstemon a 0, . Chanticleer Pear Rudbeckia fulgida 'Goldstrum' 1 Gal. 96 Z O X Black Eyed Susan 0 N x `m oar Q+ Sedum rupestre 'Angelina' 1 Gal. 12 = N(n rn Q r �,_� EXISTING TREES Angelina StonecropLd U O�-U X 0 a� y�y Existing Evergreen Tree to Remain MATERIALS LEGEND o Y LLJ 3 mC/i J~ J ~O U oQ8 41111i'��'r DESCRIPTION QTY 0 o Z-,-Z Existing Deciduous Tree to Remain Festuca rubra 1,990 SF 0 0 L-,�,ZQ nmown e Fescue Z �=wZ , W y Lawn 65 230SF 0 or Existing Evergreen Tree to Be Removed W W W W W Blue Grass/Rye Sod LO co X V) �� oY NOT Bark Mulch 33,195 SF Zm X SHOWN 3" Depth, Shredded Organic Hardwood Z o °�0 Existing Deciduous Tree to Be Removed Z E X`a Aluminum Edging 2 955 LF BRODY SQUARE a .7- zo *See Code Table for Landscape �i D Za Mitigation Requirements o 0- 6' Solid Vinyl Fence Along Landscape Buffers, 4,070 LF 0 = x Z LANDSCAPE COVERi? Property Perimeter, and Side Lots, Typ. o �—EQ Uj o 0)=� X X X 6' Open Vision Vinyl Slat Top Fence Along Common 1,230 LF 00o Areas, Typ. MERIDIAN ID J X W Q 0 o X Ldw o- 6' Concrete Perimeter Wall Along Property Boundary 165 LF 0 o�,Z of Block 1, Lots 7, 8, and 9, Typ. � w D Gazebo b Classic Recreation Systems 1 EA Kio 1ey >>> Horn Z N x00 v v Z~ 20' X 20' Charleston Model M �020 KIVILCY- ORN AND ASSOCIAT-S, I\C. m a� w O�Oo(Iw 9-' 0 La-mock Sireel, Sui�e 1'00_� Picnic Table: By FairWeather Site Furnishings 2 EA Bose, Nano Toe 208 2gT-25 N N Model: F-5P, Length: 6', Color: Black Steel and Weathered Wood DESIGNED DRAWN CHECKED W aZ Recycled Plastic �� • °P�� of �oq GMW GMW ASD N z ♦♦ S s. �s o SCALE (H): NSA 0 o � Bench: Plaza Series by FairWeather Site Furnishings 3 EA ' � �9� SCALE (V): N/A W -, x L" Model: PL-3 Length: 6', Color: Black o o>=J Knowwbarsbelow ; �, ; DATE: SHEET NO. w o Call before you dig. LA 74 ti: t= 0 Trash Receptacle: By FairWeather Site Furnishings 1 EA ; 10 12 2020 `o 00 w CALL 2 BUSINESS DAYS PROJECT N0. o zo Model: TR-12, Spun Dome Top with 30 Gallon Liner, Color: Black IN ADVANCE BEFORE •.♦ d ��♦o Z X w W YOU DIG GRADE OR ♦ A U i z EXCAVATE UMARKIN UNDERGROUNDTHE ♦�♦� C��♦♦♦♦♦ 291015009 — O o MARKING OF ■■■■■■•■�� w w cn Q MEMBER UTILITIES 10/12/2020 DWG. NAME w jx�`0 5009—LS.dw of 14 shts PLANTING LEGEND EVERGREEN TREES i BOTANICAL NAME /COMMON NAME SIZE I I Moon Glow Juniper 6-8' Ht. B&B lil,l�r, 6' SOLID VINYL FENCE, TYP. 6' CONCRETE PERIMETER EXISTING ��% \� ��!��r//i� SEE DETAIL 3, SHEET 10 WALL, TYP. TREES TO PROPERTY LINE /i,/V� �� REMAIN IN Norway Spruce 6-8' Ht. B&B PLACE, TYP. " — - - - - - — — — — — — Hoops Blue Spruce 6-8 Ht. B&B I Vanderwolf's Pine 6-8' Ht. B&B I � O SHADE TREES (CLASS III) BLOCK 1 I I BOTANICAL NAME /COMMON NAME SIZE (3 I Bloodgood London Planetree 2 Cal. B&B I W Q0 .D 41 1/ I I I I I ❑ Swamp Oak 2" Cal. B&B 41 � I I EXISTING I �' '� ° SHADE/STREET TREES (CLASS II) TREES REMOVED, I W X ® BOTANICAL NAME /COMMON NAME SIZE TYP. I ° I Autumn Purple Ash 2" Cal. B&B I . 11xI I I 11 10 9 I 8 7 Skyline Honeylocust 2" Cal. B&B I Littleleaf Linden 2" Cal. B&B X41I I I I I I I *X I 11 ORNAMENTAL TREES (CLASS 1) 41 BOTANICAL NAME /COMMON NAME SIZE — 77 Hot Wings Maple 6-8' Ht. Multi-Stem I I � � I 12 '� J 00, 0 C�1 J Royal Raindrops Crabapple 2" Cal. B&B v X� — — �— z — CO Q I / CO I Canada Red Chokecherry 6-8 Ht. Multi-Stem ow � � - W. WAPOOTST. � _ cv W iD � 0° Chanticleer Pear 2" Cal. B&B 6' SOLID VINYL FENCE, TYP. $ S �41 SEE DETAIL 3, SHEET 10 PROP. STREET LIGHT, TYP. MO W W H SHRUBS 41 e / o W BOTANICAL NAME/COMMON NAME SIZE W I W \V \V / • + I'll 'Ll, 11, (D (D ( (j) Ivory Halo Dogwood 5 Gal. 13 ® Hidcote Blue English Lavender 5 Gal. 3 ° W 0 Thumbelina Leigh English Lavender 5 Gal. W - Darts Gold Ninebark 5 Gal. I 25' W ® • I O Little Devil Ninebark 5 Gal. LANDSCAPE BUFFER I 6' SOLID VINYL FENCE, TYP. e Fine Line Buckthorn 5 Gal. W SEE DETAIL 3, SHEET 10 z 0 Gro-Low Sumac 5 Gal. IO I � J 0�_ Green Mound Alpine Currant 5 Gal. 1 0 ® Red Flower Carpet Rose 3 Gal. ~ I GRASSES . I , , ao W I Q Ld 0 BOTANICAL NAME/COMMON NAME SIZE N Blue Grama Grass 1 Gal. J / �1 I + 14 V > Karl Foerster Reed Grass 1 Gal. Ld m = + O — — Blue Oat Grass 1 Gal. I 11 1 1 I m I " Maiden Grass 1 Gal. /may Standing Ovation Little Bluestem 1 Gal. x 0 I I �I I _,\„I,,, U� c r i I I I IPERENNIALS ill 4 I �I I I cn BOTANICAL NAME/COMMON NAME SIZE I I 2 ® Saucy Seduction Yarrow 1 Gal. Q w0 I I f I 3 ® Purple Coneflower 1 Gal.i w1 I I 00 I O Arizona Sun Gaillardia 1 Gal. f� PROP. FH o � � . ao O o II �i I� ( I @ Husker Red Penstemon 1 Gal. Z o �� I II I I 1- — — — — — — — — O Black Eyed Susan 1 Gal. Z N x ; I �I 0 N V)NQ 15 I Q Angelina Stonecrop 1 Gal. } U I I I W J � � �I � MATERIALS LEGEND Y Oo z xo � V)EXISTING TREE m Za TO REMAIN IN II00 �o� PLACE, TYP. I W I� W �\�\\\�04/vv BLOCK 1 I DESCRIPTION `` a x 0 0Q II I I I \�/ // w 3 Festuca rubra z 0o�w0 I I v v + =/o — — — — o I �I 1-�Lon I // � Unmown Red Fescue o x6,Z I I I ,�,_0 - - �� Lawn Z J W W Nz I I I I I W + i11\\\\ X I W W Bluegrass/Rye Sod 0 p�U O I I I' I`� y. 1L w� I I I I I I // 4�' BLOCK 3 g gLO 0 WW� I _ _ R/W Aluminum Edging CID _ x JW I �i � I I � �' J' = — — Z z BRODY SQUARE F o)z Q Qa0 LANDSCAPE PLAN ` I I II II II II W I 00 B/C 0< 0 0x Z ' 5' x 5 i w<, + S/W S/W w 0=F - 0000 �� ,- r- MERIDIAN, ID o X�Z MATCHLINE — SEE SHEET 04 ! ! I T o o x w __— 0 �� ar ,OE 02 - =03-- ��U)� Kio m ey >>> Horn Z wD (V x 0 0 Q �� W OF= ! L 2020 KIVILCY—. ORN AND ASSOCIAT-S, I\C. m U �Z -- -_ I 9')0 he inmc k S reel, Sui.e 1"nll wo �I Ox Z� ••■. Boise, Idaho DESIGNED 297 DRAWN CHECKEDFn = f)U XEL,,, NORTH C��i i�— ' •.••'� •oF•Jo��'•. GMW GMW ASD N • o Z ' r— I I IEBo •. SCALE (H): 1 =20 0 E Lon ~— ' _ I ��/ �� 9 SCALE V : N A 0 oO J i I �---_I Kr�owwhaCs l7eIOW �, ; DATE: SHEET N 0. x�" OGRAPHIIC SCALE IN FEET 06 i I I i07 0 U>l"w Call before d' • C� w • w LA- 74 10 12 2020 0 0 w CALL 2 BUSINESS DAYS •• ��•� °o o� L` —1 L •' PROJECT N0. w x w� YOU DIG GRADE OR • �m p z 0 IN ADVANCE BEFORE •��j� •••• 02 z x v SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •••� VUSCAp�••••• 291015009 0 L,o z UNDERGROUND a MARKING OF •••�■o•••• w w Q NOT TO SCALE MEMBER UTILITIES 10�12�2020 DWG. NAME w x jx�`0 5009—LS.dw of 14 shts PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME /COMMON NAME SIZE Moon Glow Juniper 6-8' Ht. B&B EXISTING Norway Spruce 6-8' Ht. B&B 6' SOLID VINYL FENCE, TYP. PROPERTY LINE TREES TO SEE DETAIL 3, SHEET 10 REMAIN IN _PLACE, TYP. Hoops Blue Spruce 6-8' Ht. B&B III — — — Vanderwolf's Pine 6-8' Ht. B&B I SHADE TREES (CLASS III) BOTANICAL NAME /COMMON NAME SIZE BLOCK 1 I I I Bloodgood London Planetree 2" Cal. B&B I ❑ Swamp Oak 2" Cal. B&B I I I I I I SHADE/STREET TREES (CLASS II) BOTANICAL NAME /COMMON NAME SIZE Autumn Purple Ash 2" Cal. B&B I I I I I I 6 5 4 3 I 2 I � I Skyline Honeylocust 2" Cal. B&B 0 Littleleaf Linden 2" Cal. B&B I I I I I I I ORNAMENTAL TREES (CLASS 1) I BOTANICAL NAME /COMMON NAME SIZE Hot Wings Maple 6-8' Ht. Multi-Stem N I Royal Raindrops Crabapple 2" Cal. B&B 0 O 8.9W ..W 89*W E 8 W 8.9 W 899W Canada Red Chokecherry 6-8' Ht. Multi-Stem W BO W '` -� W. WAPOOT ST. � Chanticleer Pear 2" Cal. B&B 2 10 IN, „S � 8"S� m 8 — — — — — (n 8 8"S N 8„LLj — O >> O W SHRUBS PROP. STREET BOTANICAL NAME/COMMON NAME SIZE 8 8 -- w LIGHT, TYP. �r �— sIV (j) Ivory Halo Dogwood 5 Gal. _ S Gal. Hidcote Blue English Lavender J I Thumbelina Leigh English Lavender 5 Gal. + _ { R0982010025 U 1 fl Darts Gold Ninebark 5 Gal. NOT A PART Q + + � BLOCK3 BLOCK 5 0 Little Devil Ninebark 5 Gal. 00 PROP. FH 0 Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. g q, I 0�_ Green Mound Alpine Currant 5 Gal. 10 ® Red Flower Carpet Rose 3 Gal. 20 ® ^ I IW I� ® 00 GRASSES �I I r^ I BOTANICAL NAME/COMMON NAME SIZE Ld I I� z I I W I W Blue Grama Grass 1 Gal. L I I� I Karl Foerster Reed Grass 1 Gal. Blue Oat Grass 1 Gal. �` ,r — — — — — — — — — — Maiden Grass 1 Gal. Ldo � I I � - - - - - - ao ,n 0-in ® � `� ® 6' OPEN VISION VINYL 0 I I SLAT TOP FENCE, TYP. I PROPERTY LINE Standing Ovation Little Bluestem 1 Gal. �a I SEE DETAIL 1, SHEET 10 Z m I PERENNIALS 00 I I Z BOTANICAL NAME/COMMON NAME SIZE W J 0 I w g Saucy Seduction Yarrow 1 Gal. Zo % w 19 _ Purple Coneflower 1 Gal. (Wn 0 U I I � \ Arizona Sun Gaillardia 1 Gal. p J r I NJ O �( I� O 47' —� Stella de Oro Daylily 1 Gal. 8 0~U� � I �. I .� � R/W I� 00 I 6' SOLID VINYL Z O O @ Husker Red Penstemon 1 Gal. o O O a FENCE, TYP. p Black Eyed Susan 1 Gal. Z NO�U W � � � O N x�`CO N �a " O I I O — — — — — — — I SHEETSEE 3, Q+ Angelina Stonecrop 1 Gal. } — 33 W �o�� I� B/� w MATERIALS LEGEND o 0 0 oZ I 6' PATH TYP. I 3 Y iph\o� �, I h e W X L�(n pql/i, p1U/i f 3 m J� 5' a' I 5 DESCRIPTION -°,ZQ C/io0)0 00 S/W I S/W I Festuca rubra Z J O za Unmown Red Fescue o OLn X�z I � I I 8 O Z Q W W Z i� Z ® I > ® Lawn o�W o_ I I `� 18 I W W Bluegrass/Rye Sod 1, W ® W I 00 EXISTING 3 o.5;1', Aluminum EdgingLO � I I I TREES TO BE j1 II II REM OVED,111 \I 11 �p///xulII//V,I \\\ �IUN � TYP. Z w \\ 11 111I/> � Z till IIo mo 0Fi X BRODY SQUARE ° XI X X Xo r'. � oZ — _ — — — — _ — X X X-- X X X X X X X X X X X X X X X WLn �0¢ — U�aa xw� �� / ► 1> li , �I,� �� I ,� �� III „��►�,\ LANDSCAPE PLAN a I W N I I I I11 W 0 0)_ d 0 O 0 O LnF-� MERIDIAN, ID XwQ I ICD o X�w MATCHLINE — SEE SHEET 05 _ ' ' o O dr U 0)z E 02 F=-" 03 �Lw� r-�,r-- Kio m ey >>> Horn N X o 0 I i-_ I r-- Z __� z �� Z ! �— I 2020 KIVILCY—. ORN AND ASSOCIAT-S, AC. m c� )�Z I _I -- -_ I I 9')0 he ino-:k S reel, Sui.e 1'(lC wo 0 Li �I O ZU !0 I r 05 —� •••• Boise, Idaho DESIGNED 702 (208) 297 DRAWN CHECKED 5 =Ln U X�� NORTH C Ali i�— ' .•''� •oF•Jo��'•. GMW GMW ASD N • • a��z ' �-- III Iiff `'� s EBo �° •. SCALE (H): 1 =20 0 E ~— ' _ I ��/ �� 9 SCALE V : N A W oJ i I �__I Knowwbaes below. ; �, ; DATE: SHEET NO. X�" OGRAPHIIC S 2A�LE IN FEE 40 ;�06 i I I � i07---a U> w Call before d' to C� w • w LA- 74 10 12 2020 0 0 w CALL 2 BUSINESS DAYS •• ��•� °O o� LL —1 L ' PROJECT N0. w w W YOU DIG GRADE OR • �m O z o IN ADVANCE BEFORE •��j� ��•••• 03 Z x m Q- SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •••� VUSCAp�••••• 291015009 0 E v Z UNDERGROUND a MARKING OF ••••memo•• w w o Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w jx�`0 5009—LS.dw of 14 shts MATCHLINE — SEE SHEET 02 PLANTING LEGEND EVERGREEN TREES I II — — — — — — — — BOTANICAL NAME COMMON NAME SIZE o I Moon Glow Juniper 6-8' Ht. B&B I I I • Norway Spruce 6-8' Ht. B&B PROP. STREET LIGHT, TYP. I� I — — — — — — — — Hoops Blue Spruce 6-8' Ht. B&B 1 wI fy l 17 3 Vanderwolf s Pine 6-8 Ht. B&B I I I I h I 00 SHADE TREES (CLASS III) w I O I 5 BOTANICAL NAME /COMMON NAME SIZE I I I I Bloodgood London Planetree 2" Cal. B&B IV 41 i I I - - - - - - - - Swamp Oak 2 Cal. B&B I I I ro El I � 6' SOLID VINYL FENCE, TYP. — — — — — I SEE DETAIL 3, SHEET 10 I 33' � SHADE/STREET TREES (CLASS II) W � WCNIW 18 I B/C BOTANICAL NAME /COMMON NAME SIZE I 41 • I 1 5' I ( 5' Autumn Purple Ash 2" Cal. B&B 11 I r l 11 IV I S/W 6 I W Skyline Honeylocust 2" Cal. B&B o I I I I Littleleaf Linden 2" Cal. B&B I I 3 ICI I 41 111, W I ' co I - - - - - - - - •I ORNAMENTAL TREES (CLASS 1) I I I i I W 19 () BOTANICAL NAME /COMMON NAME SIZE I I Hot Wings Maple 6-8' Ht. Multi-Stem I I 25 I m �� I I LANDSCAPE BUFFER77 I N/ Z I _� 7 d Royal Raindrops Crabapple 2 Cal. B&B I I I I IW W 0 3 I O Canada Red Chokecherry 6-8 Ht. Multi-Stem O Ld W Chanticleer Pear 2" Cal. B&B l40 I w o BOTANICAL NAME/COMMON NAME SIZE j I I 1/1, � I � 20 BLOCK3 SHRUBS IW (D I I Ivory Halo Dogwood 5 Gal. o cn � • ® co LLJ ® Hidcote Blue English Lavender 5 Gal. I illI 3 8 Z Thumbelina Leigh English Lavender 5 Gal. L o I � I 0 I I I41W ® BLOCK 1 I 00 6' OPEN VISION VINYL = {� Darts Gold Ninebark 5 Gal. SLAT TOP FENCE, TYP. U Little Devil Ninebark 5 Gal. — — — — — — — — PROP. STREET SEE DETAIL 1, SHEET 10 F- e Fine Line Buckthorn 5 Gal. ~ I I LIGHT, TYP. I Q Q I I Ijq Gro-Low Sumac 5 Gal. VI Y I — — — — — o 0�_ Green Mound Alpine Currant 5 Gal. � J 1 I �, i I � , � � � , , � O O � ��O •� ® Red Flower Carpet Rose 3 Gal. � �, ,,� � �� GRASSES oo BOTANICAL NAME/COMMON NAME SIZE I � I I N I I I 3 I W 0 j> Blue Grama Grass 1 Gal. Lj Karl Foerster Reed Grass 1 Gal. Ld 0 ,� ;;, Blue Oat Grass 1 Gal. wo 0 � ®� / "" Maiden Grass 1 Gal. �a I 0 I / Standing Ovation Little Bluestem 1 Gal. _� 0 41 � / 6' PATH, TYP. PERENNIALS W W / / BOTANICAL NAME/COMMON NAME SIZE Uo �r Ax 4 + ENTRY COLUMN, TYP. �,� I ® � �� , �, �, �, , , , , , , / 1 STANDING OVATION ® � cn . I ( ® Saucy Seduction Yarrow 1 Gal. L wo LITTLE BLUESTEM y Q ❑ • •� . W ; BENCH, TYP. 0 ®® I z 11 ® Purple Coneflower 1 Gal. 'v GAZEBO a Qr PER PLANTER v � ; SEE SHEET 12 o — �— — — — — SHEET 10 ® \,SEE SHEET 11 O Arizona Sun Gaillardia 1 Gal. 00 _ _ • O � \ \ —� Stella de Oro Daylily 1 Gal. N 0,�= I — — — — — — — O �> Husker Red Penstemon 1 Gal. o 0 o a� , �� SEAT WALL PROP. FH �> SEE DETAIL 8, Z 0 0`-'w I i 8"W 8"W 8"W— _ — is W ENTRY + r^ p Black Eyed Susan 1 Gal. N o Ld i I MONUMENT, • `J �' �' W SHEET 11 Q+ Angelina Stonecrop 1 Gal. N`�w� SIGHT I v — — — — — W. DAPHNE ST SEE SHEET 13 + \ W 0S VISIBILITY $'"s \ — - \— — + o � \ MATERIALS LEGEND TRIANGLES, o �oZ I - - _ \ 3 m J� TYP. I — — 6' SOLID VINYL FENCE, +® W W \ DESCRIPTION -o M,0 i — TYP. + Q w a Festuca rubra m o8 I I — — SEE DETAIL 3, SHEET 10 + o Z Cc)z I -_ 3 + j 0® Unmown Red Fescue o o ZQ ENTRY COLUMN, TYP. I� + >� ® W W Lawn Z wo 1 STANDING OVATION — — — I+ + • Q W W Bluegrass/Rye Sod o>r LITTLE BLUESTEM ❑ • I �• �> Aluminum Edging Lo o w� PER PLANTER ® ' • ! 1.l ®0co o SEE SHEET 12 + o Y Z Z O'— 0 i ® ® ® O O 0 (9 O ® O `L O %oQ oXcQn`a II o�� ` / W BRODY SQUARE � cn 6 PATH, 0 ZQ • 10 W wo 0 N o0 Lox I I l LANDSCAPE PLAN QBLOCK � o� WaW O0)=E Ld d 0 o � X pao �� r - -_ MERIDIAN, ID MATCHLINESEE SHEET 06ow o (If W o ��ZE 02 � —03 Lw Kl" me > ornx � alloo w a C 2020 KIVLCY ORN AND ASSOCIAT-S, \C. m U(I(1 9`)0 Bc-mock S reel, Sui.e 1'00 O loaW i --�Ir Y z _ "� 04 05--a Boise, Idaho 83702 208 297-2885 N U N NORTH II ■•■...�� DESIGNED DRAWN CHECKED �F i�— ��.oP�� of Ioq'•., GMW GMW ASD W • D • » , I o�o ' �-- i I �' i s EBo ° •. SCALE (H): 1 =20 0 Lon =a GRAPHIC SCALE IN FEET 106 -07-- o SCALE (V): N A W >o� 0 10 20 40 I, i ! I L! I i I 'Ir �ll before you dig. w� DATE: SHEET N0. LA-16 74 10 12 2020 0 0 w CALL 2 BUSINESS DAYS �� x W� YOU DIG GRADE OR • �m �Ozo IN ADVANCE BEFORE �� PROJECT N0. 04 0 ..U� _T x�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •��AfVUSCAp�•••��. 291015009 0 E V_o z UNDERGROUND a MARKING OF ��••■■■•••� W w Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w ` 5009—LS.dw of 14 shtsjx 0 MATCHLINE - SEE SHEET 03 PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME /COMMON NAME SIZE 'um\ 'rnl\or X I I 00 I Moon Glow Juniper 6-8 Ht. B&B 17 Norway Spruce 6-8' Ht. B&B I 3 I Hoops Blue Spruce 6-8' Ht. B&B � � I � • �.\111 q lii Vanderwolf1 s Pine 6-8I Ht. B&B \Illli� I I 'ihllbO � I W I W i 7' \_\ BLOCK 5 `-1 ,, \\ I R/W '��I! �� SHADE TREES (CLASS III) BOTANICAL NAME /COMMON NAME SIZE W I I I 6 Bloodgood London Planetree 2" Cal. B&B I I 33 I x � � e/C 3 I 11 �I16 5' 00 ❑5' W I W S/W S/W Swamp Oak 2 Cal. B&B 41 0 - - - - - - - SHADE/STREET TREES (CLASS II) cn BOTANICAL NAME /COMMON NAME SIZE ® > I I ® I 6' SOLID VINYL Autumn Purple Ash 2" Cal. B&B dqlx I FENCE, TYP. • I w I I SEE DETAIL 3 SHEET 10 I /III I 3 5 I I Skyline Honeylocust 2" Cal. B&B app9/ .y J J, _Wlq/ o 4Ad� W I i 'oihh\\ I � I 15 I i I • Littleleaf Linden 2" Cal. B&B I I I O I O 6' PATH, TYP. OWI W O ' I i ORNAMENTAL OTAN CAL NAMEI/COMMON NAME SIZE PROP. FH PROPERTY LINE I Hot Wings Maple 6-8' Ht. Multi-Stem x I I 3 Royal Raindrops Crabapple 2" Cal. B&B WI I BLOCK 3 I I 0 Y p pp 4 • Z I I I Canada Red Chokecherry 6-8' Ht. Multi-Stem 0 Chanticleer Pear 2" Cal. B&B X Ij ®• � � � � X 14 LLJll sn 6' OPEN VISION VINYL EXISTING - - - - I APN: ® SLAT TOP FENCE, TYP. TREES TO BE I I R0982010025 SHRUBS Lw ® I I SEE DETAIL 1, SHEET 10 REMOVED, I I I NOT A PART BOTANICAL NAME/COMMON NAME SIZE 0 TYP. I I I � Ivory Halo Dogwood 5 Gal. x I ® Hidcote Blue English Lavender 5 Gal. V 1 0 Thumbelina Leigh English Lavender 5 Gal. LLJ + 3 I Darts Gold Ninebark 5 Gal. � 1, - - — l,0 J + W �� \!'� I 0 Little Devil Ninebark 5 Gal. + 00 I I t Fine Line Buckthorn 5 Gal. Q + 0 / + I Gro-Low Sumac 5 Gal. + // / / /7 i�/ + ® _ _ I I � Green Mound Alpine Currant 5 Gal. / I Red Flower Carpet Rose 3 Gal. `Wlpi��\'\p1Uby W • %glll /111\ PUMP I GRASSES w HOUSE I BOTANICAL NAME/COMMON NAME SIZE Blue Grama Grass 1 Gal. Karl Foerster Reed Grass 1 Gal. W(j / Z / 0� � � I \ \ • \u,yi� `Wlpi� \\IIUb I \ \ \ �� > ® 2 I Blue Oat Grass 1 Gal. �� / - _ I "" Maiden Grass 1 Gal. Standing Ovation Little Bluestem 1 Gal. 0� / _ // \\ "��'lllll�; \��III , I V I PERENNIALS 3� 9 POND BOTANICAL NAME/COMMON NAME SIZE i_ / "I I co ® Saucy Seduction Yarrow 1 Gal. L w0 I I I I I ® Purple Coneflower 1 Gal. z - - - - - - - - - / I �I - O Arizona Sun Gaillardia 1 Gal. °a-wJ _ _ _ - - = - 7- - - - - - — � ' •k - - - - - - �� Stella de Oro Daylily 1 Gal. cy) @ Husker Red Penstemon 1 Gal. o ON0a� / / _ _ - - // / v yed Susan 1 Gal. N o wm \ / / PROP. STREET Q Angelina SStonecro 1 Gal. _ N= LIGHT, TYP. \\ 8iW- 8 W g p o o�� // I BO MATERIALS LEGEND Y xEw � ` - - - - - - - -�� - PROP. TRAFFIC �\ O �- - - - U_ CALMING CHOKER r7 m Za - �' I °� E. DAPHNE ST DESCRIPTION C/i�,o� // / Festuca rubra Boa �/ - � I Z o � Unmown Red Fescue o NxZz �\ / //� v o� v v v v i 0 -L Ln W W Lawn Q Nz W W Bluegrass/Rye Sod U_ _-� i w� 0'r - - - Aluminum Edging LO co _LQ VIM • IV �I • 0, O > c zz BENCH, TYP. 0 �O SEE DETAILIV Z 6' SOLID VINYL F i Zo 4, SHEET 10 Q��Q W 3 I TYP. BRODY SQUARE FENCE, SEE DETAIL 3 W o ZQ00 D Q o�� 6' PATH TYP. ® ® ® ® ® ® - \ SHEET 10 _ LANDSCAPE PLAN /x a a w w w �' w \Iv/�\\awl O O '�\auu�-`Wui� BLOCK 4 z C 111 w OF- x /iI,IV, dhb� !i/III\ WN l� W O 0) d 0 0 p O �� -T T-r ,- r- MERIDIAN, ID o x�Q MATCHLINE - SEE SHEET 07 ! ! ! ! I ! T � CD 0 co w z .�_.�_.� O Oo "a - _----1 g oo� I�,r= - = � Kio m ey >>> Horn n r I F---I I r-- 0 N x oo ! �__ �Ir-- �� Q C 2020 KIMLCY—. ORN AND ASSOCIAT-S, I\C. m > I a - -- IL U Is(1 ! I' 9`)0 Bc inmc k S reel, Sui.e 1'n0 O 10 LJ III z x o Lj I r-- Boise, Idaho 83702 208 297-2885 N x Z8 L04 05 DESIGNED DRAWN CHECKED/ oo 7i� W on x E_= NORTH C t .•'' OF 1�•'0. GMW GMW ASD N ~ - II D q » a —�', 100,�o ' �-- i I i �' i s EBo ° •. SCALE (H): 1 =20 0 x=a GRAPHIC SCALE IN FEET 106 -07----4 o SCALE (V): N A W 0>oa 0 10 20 40 III I L! I i I 'Ir �� w� DATE: SHEET N0. l before you dig LA-16 74 10 12 2020 0 w CALL 2 BUSINESS DAYS • �� Ln w YOU DIG GRADE OR • =00zo IN ADVANCE BEFORE ��.�� PROJECT N0. O o ..U� _T x�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •��•�A�SCAp��.•��• 291015009 0 � z UNDERGROUND a MARKING OF ••••■■■•••• W w o Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w j��`0 5009-LS.dw of 14 shts MATCHLINE - SEE SHEET 04 PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME /COMMON NAME SIZE 2 z Moon Glow Juniper 6-8' Ht. B&B I I k,4. J, I I I I BLOCK 3] I Norway Spruce 6-8' Ht. B&B v ICI I W I Hoops Blue Spruce 6-8' Ht. B&B — — — — — — — — I cn m + 6 o — � z � SOLID VINYL FENCE, TYP. Vanderwolf's Pine 6-8' Ht. B&B 3 � � . ICI I 47, 13o SEE DETAIL 3, SHEET 10 W o SHADE TREES (CLASS III) I I I I W R/w I �� BOTANICAL NAME /COMMON NAME SIZE I I I 3 I (D Bloodgood London Planetree 2" Cal. B&B I I I 33' 1 1 1 1 1 B/C I I ICI 1 W 5' W ` • 5' 10 I 11 El Swamp Oak 2" Cal. B&B I I ICI �O S/W I + S/W 1 4I 1 �1 � - - - - - - — 3 ICI 1 ( � + SHADE/STREET TREES (CLASS II) ICI �I I C) • IW I BOTANICAL NAME /COMMON NAME SIZE 25 Ij X I Autumn Purple Ash 2 Cal. B&B LANDSCAPE BUFFER • I I I�1 �W `n Skyline Honeylocust 2" Cal. B&B cc II ICI � � � � � � I ( I I�I IV � � Littleleaf Linden 2" Cal. B&B I J I I W 6' SOLID VINYL FENCE, TYP. LL.I • V I I I I I 1 SEE DETAIL 3, SHEET 10 PROP. STREET —8"W ;"yy LLJ V 11� 11i I � � � � W LIGHT, TYP. _ _ I I I I \ , X� • — W. AGPAR $T. I\ c, ORNAMENTAL TREES (CLASS I) J M LLJ m W BOTANICAL NAME /COMMON NAME SIZE m I I IW I _ w S 8 S 8,�S (n Hot Wings Maple 6-8 Ht. Multi-Stem I I ICI I o 5 N J Cc -N� I I I I I Q CO I Royal Raindrops Crabapple 2" Cal. B&B o LL1 41 \11 - - - —- - - - _ _ _ _ _� _ Z — — — — J Canada Red Chokecherry 6-8 Ht. Multi-Stem II'`II ICI � � ' I I I I LO U I 11 IW N L� ~ Chanticleer Pear 2" Cal. B&B I i I EXISTING III I I I I I 1 TREES TO BE I I I I� I I W + + X 1 SHRUBS REMOVED, TYP. I I I + BOTANICAL NAME/COMMON NAME SIZE I I ICI rv: � Ivory Halo Dogwood 5 Gal. • 7 I 8 1 9 1 10 1 ® Hidcote Blue English Lavender 5 Gal. I I I I I I I I I Thumbelina Leigh English Lavender 5 Gal. Darts Gold Ninebark 5 Gal. F I I • 0 Little Devil Ninebark 5 Gal. I I I I I X X 1 1 1 w 1 W Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. I I I I I 0�_ Green Mound Alpine Currant 5 Gal. Red Flower Carpet Rose 3 Gal. "'I 1 I+1 � � GRASSES w I I I I I W BLOCK 2] BOTANICAL NAME/COMMON NAME SIZE Li I I I Blue Grama Grass 1 Gal. z I I I Wv J� I • v I Karl Foerster Reed Grass 1 Gal. 11 - ' _ I I I �;, Blue Oat Grass 1 Gal. Ld0 I - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — _ "" Maiden Grass 1 Gal. ILI Standing Ovation Little Bluestem 1 Gal. r -z o — — — — — — — — — — — — — — — — — — — — — — PERENNIALS BOTANICAL NAME/COMMON NAME SIZE Li o PROPERTY LINE APN= 6 SOLID VINYL FENCE, TYP. ® Saucy Seduction Yarrow 1 Gal. Y SO427333500 SEE DETAIL 3, SHEET 10 ® Purple Coneflower 1 Gal. p NOT A PART O Arizona Sun Gaillardia 1 Gal. O J QQ U O Stella de Oro Daylily 1 Gal. N C 0o 0 a @ Husker Red Penstemon 1 Gal. 0 0 o z 0 n Ow N X Lm O Black Eyed Susan 1 Gal. Z owJ Q+ Angelina Stonecrop 1 Gal. J N(nvaia r MATERIALS LEGEND O 0O�z Ln 0 X L— O u m Za DESCRIPTION 0 0 00 0 Festuca rubra z �,o za Unmown Red Fescue 0 O X~Z Z o ZQ W W Lawn a 0 w0 W W Bluegrass/Rye Sod o p J U � 00 1 Aluminum Edging LO = X Lull O co OYCL N Z — m O O z Ld O,S��O Z x" BRODY SQUARE o�zQ Ln Ld LANDSCAPE PLAN C wo wN w O0)=E 0O�0X 0LdZ0DXr LLI CD -_ MERIDIAN, IDZ W O (If UOLn 0) 02 03 LKio me > orn C) X aNn00 � L z ! -- 2020 KIMLCY—. ORN AND ASSOCIAT-S, I\C. m U �Z I _I -- -_ i 0 he inmc k alre 1, Sui.e 1"nll o a_LJ �1 OX Z� !0 I r 05 -� ■■■■ Boise, Idaho DESIGNED 702 (208) 297 DRAWN CHECKED =Ln U� XE�� NORTH C��i i�— ' .•''� •oF■Jo '•. GMW GMW ASD N �� ion=z � S s. �s8 0 •• SCALE H 1"=20' 0 r0 O 1_1_�I / �� OqP g ( ) cFi n w ��/ SCALE (V): N A E =J 06 �-�-07 I C ; DATE: SHEET NO. -, X L0 GRAPHIC SCALE IN FEET ---a o Know vAaft below. >o 0 10 20 40 -�-J-i(il - - Call Dore you dig. LA-16 74 10 12 2020 0 w CALL 2 BUSINESS DAYS •� x w w YOU DIG GRADE OR • �00zo IN ADVANCE BEFORE �� PROJECT N0. O� 0 U ..U� _T X�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE • ��A , C �00 •• • 291015009 0 � z UNDERGROUND a MARKING OF �•••■■■•••• w �w�Q NOT TO SCALE MEMBER UTILITIES 10�12�2020 DWG. NAME 5009-LS.dw lof 14 shtsw 0 MATCHLINE — SEE SHEET 05 PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME /COMMON NAME SIZE ` I 5 Moon Glow Juniper 6-8' Ht. B&B BLOCK 3] I O I Norway Spruce 6-8' Ht. B&B I 3 Hoops Blue Spruce 6-8' Ht. B&B 00 '?" + 47' Vanderwolf's Pine 6-8' Ht. B&B R/W SHADE TREES (CLASS III) BOTANICAL NAME /COMMON NAME SIZE Bloodgood London Planetree 2" Cal. B&B 6' SOLID VINYL FENCE, TYP. 33' SEE DETAIL 3, SHEET 10 O C ( .D 13 4 3 I 5' Swamp Oak 2" Cal. B&B 12 13 + 00 S/W PROPERTY LINE ❑ 5' + 41 S/W + SHADE/STREET TREES (CLASS II) 1� BOTANICAL NAME /COMMON NAME SIZE — — Autumn Purple Ash 2" Cal. B&B I PROP. FH Cfl LO Skyline Honeylocust 2" Cal. B&B 00— — — — — — — — — — — — I o O00 Littleleaf Linden 2" Cal. B&B ILLJ I 3 8„W C7 I W. AGPAR ST. a I — I 6' SOLID VINYL FENCE, TYP. _ Q BLOCK 4 SEE DETAIL 3, SHEET 10 ORNAMENTAL TREES (CLASS 1) LLJ LLJ — - — _ n n BOTANICAL NAME /COMMON NAME SIZE 8"S "S 8 S I °° m >> Hot Wings Maple 6-8' Ht. Multi-Stem ® � I �— PROP. STREET APN: S _ _ N � LLILJJ LIGHT, TYP. _ _ _ m 3 — — — — — — — I R0982000020 o Royal Raindrops Crabapple 2" Cal. B&B Z Z :3 — — — — I NOT A PART _ — — — — — — — — o I Canada Red Chokecherry 6-8' Ht. Multi-Stem Q Chanticleer Pear 2" Cal. B&B I ) � I • 2 SHRUBS BOTANICAL NAME/COMMON NAME SIZE • I 00 3 I I (j) Ivory Halo Dogwood 5 Gal. 11 I 12 13 + co ® Hidcote Blue English Lavender 5 Gal. "0+ (D I Thumbelina Leigh English Lavender 5 Gal. 6' SOLID VINYL FENCE, TYP. Darts Gold Ninebark 5 Gal. O � — — — — I SEE DETAIL 3, SHEET 10 I — — — — 0 Little Devil Ninebark 5 Gal. t Fine Line Buckthorn 5 Gal. �4 Ijq Gro Low Sumac 5 Gal.® Alpine 5 Gal. Red FI wer Ca pet Rose Currant 3 Gal. + � I 00 3 GRASSES Ld BLOCK:2 + 1 I BOTANICAL NAME/COMMON NAME SIZE :3 + I I Blue Grama Grass 1 Gal. Li Karl Foerster Reed Grass 1 Gal. L,Q I I I I Blue Oat Grass 1 Gal. d w0Maiden Grass 1 Gal. ` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Standing Ovation Little Bluestem 1 Gal. =o —� I PERENNIALS �w — — — — — — — — — — — — — — — — — I BOTANICAL NAME/COMMON NAME SIZE 0� PROPERTY LINE — — — — wo APN: 6' SOLID VINYL FENCE, TYP. ® Saucy Seduction Yarrow 1 Gal. SO427333500 SEE DETAIL 3, SHEET 10 ® Purple Coneflower 1 Gal. + U (n OQ JQ I NOT A PART I O Arizona Sun Gaillardia 1 Gal. a O U _�N� I �� Stella de Oro Daylily 1 Gal. N ao 0 o a @ Husker Red Penstemon 1 Gal. a 0 Z 0 nOw Z N X L�m O Black Eyed Susan 1 Gal. Z o a- Q+ Angelina Stonecrop 1 Gal. J N(nvaia r MATERIALS LEGEND O 0OQ�z Ln 0 X L— O u m Za DESCRIPTION o 0 00 o Festuca rubra z �,o za Unmown Red Fescue 0 O X~Z Z 0 ZQ W W Lawn Z 0 w0 W W Bluegrass/Rye Sod p�U I o Aluminum Edging LO Q) O 0 N—�m O O Z Z Ld O, O Z X zQ BRODY SQUARE ZQ Lox LANDSCAPE PLAN Zo - wN w 00=� 0000 X ZD q..t= i r � MERIDIAN, ID LLLICD , O X�W -�-�-� • O O dr — U �0) 0 -��03Ln r-� im e > ornN X 00 H . a �z ! -- L 2020 KIMLCY—. ORN AND ASSOCIAT-S, I\C. m U �Z I _I -- -_ i 0 he inmc k alre 1, Sui.e 1"nll o a_LJ �1 OX ZM !0 I r 05 —� ■■■• Boise, Idaho DESIGNED 702 (208) 297 DRAWN CHECKED =Ln U� X�� NORTH C��i i�— ' ��.•''� �oF•Jo��'•. GMW GMW ASD N —1'0" �Z : r— ill o •..•'S�� s. DE�oq�o�•p. SCALE (H): 1"=20' Z Lon w / SCALE (V): N A 0 =a GRAPHIC SCALE IN FEET I 06 -- 07 DATE: SHEET NO. Knowvhkars below. °>0 0 10 20 40 _�—i__L'—_ Call before you dig. LA-16 74 10 12 2020 � w CALL 2 BUSINESS DAYS Ln w W YOU DIG GRADE OR • �Ozo IN ADVANCE BEFORE �� PROJECT NO. O 0 N ..0 _T X�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •��A�SCN��•••��• 291015009 0 E V)0 Z UNDERGROUND a MARKING OF �••••■••••• w w Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w jx P`0 5009—LS.dw of 14 shts X PLANTING LEGEND 1 STANDING OVATION LITTLE I I • EVERGREEN TREES BLUESTEM PER COLUMN Itr \I, BOTANICAL NAME / COMMON NAME SIZE Moon Glow Juniper 6-8' Ht. B&B \I, I Norway Spruce 6-8' Ht. B&B I I Hoops Blue Spruce 6-8' Ht. B&B • �. \ Vanderwolf's Pine 6-8' Ht. B&B 1� � I X • — X Xx SHADE TREES (CLASS III) • • I �\! + + + %\\I/ O I BOTANICAL NAME / COMMON NAME SIZE Bloodgood London Planetree 2 Cal. B&B 'l��1 � + \ = \lam , Swamp Oak 2" Cal. B&B 6 TH MBELINA PLANTER:FRONT �E GH + 'l�\ 11 ��// \ El ENGLISH LAVENDER / SHADE/STREET TREES (CLASS 11) ENTRY MONUMENT PLANTING ENLARGEMENT / // / BOTANICAL NAME / COMMON NAME SIZE SCALE: N.T.S. / // — — — — — — — — // + \!\ �• Autumn Purple Ash 2" Cal. B&B — — — — — — — — — — Skyline H o n eyl oc u st 2 Cal. B&B PUMP HOUSE (D' /_ (7\ / - - - - - • • / // I / / � � � � � � Littleleaf Linden 2" Cal. B&B �� D . ORNAMENTAL TREES (CLASS 1) • O L� // / I I I I BOTANICAL NAME / COMMON NAME SIZE L 6 PATH, TYP. / // I I I Hot Wings Maple 6-8 Ht. Multi-Stem O • / / I I \ � �\��I Ilii I Ilii W \ �'///� Royal Raindrops Crabapple 2" Cal. B&B o Canada Red Chokecherry 6-8 Ht. Multi-Stem Chanticleer Pear 2 Cal. B&B SHRUBS X BOTANICAL NAME/COMMON NAME SIZE � Ivory Halo Dogwood 5 Gal. I ® Hidcote Blue English Lavender 5 Gal. BENCH, TYP. POND \\ I I\ p Thumbelina Leigh English Lavender 5 Gal. SEE DETAIL 4, SHEET 10 �' �' `I' I / �� I I\\ _ Q Darts Gold Ninebark 5 Gal. I I \ Little Devil Ninebark 5 Gal. Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. ��— — �, — — — — — — — _ _\ _ _ � Green Mound Alpine Currant 5 Gal. • T \ \\ — — — — — — — — — — — Red Flower Carpet Rose 3 Gal. GRASSES 0 \\ \\ \\ — // / BOTANICAL NAME/COMMON NAMESEA SIZE Li ` ' SEE TDET IL 8, SHEET 11 \ \\ // // Blue Grama Grass 1 Gal. o� Karl Foerster Reed Grass 1 Gal. aw ENTRY MONUMENT, _ Blue Oat Grass 1 Gal. wo SEE SHEET 13 + • \\ \\ \\\ // _ — — // Maiden Grass 1 Gal. r I + CENTER POINT OF PLAZA ,\cb \tr \ \\ _ _ // Standing Ovation Little Bluestem 1 Gal. �Z O PICNIC TABLE, TYP. — =o CENTER POINT OF Q O SEE DETAIL 7, SHEET 11 \� /// FACE OF ENTRY PERENNIALS � MONUMENT _ 20'x2O' CHARLESTON GAZEBO, �' \I, �, �, BOTANICAL NAME/COMMON NAME SIZE oY SEE SHEET 11 — — — Zo O - — - ® Saucy Seduction Yarrow 1 Gal. �r 3'�3" ( 17 -11 TRASH RECEPTACLE, \\ — — — _ — — — — — — — — — — — Z ® Purple Coneflower 1 Gal. SEE DETAIL 2, SHEET 10 ' — — — — — — — — — NF O Arizona Sun Gaillardia 1 Gal. .0 a C� + CENTER POINT OF GAZEBO I \ > Stella de Oro Daylily 1 Gal. a 0 0 a� O (�7) `I' Husker Red Penstemon 1 Gal. Z N O a o�m I + • \I, O Black Eyed Susan 1 Gal. o NQ I `I' \� O Angelina Stonecrop 1 Gal. r _` �' + N 00 �� ' �' �' `I' `I' `�' MATERIALS LEGEND 00 Of~Z O • I I �, �� Y o x``w Ali I � — SEE ENLARGEMENT — — — — — — — I DESCRIPTION W �,08 ABOVE FOR ENTRY — Festuca rubra a,o Za - MONUMENT PLANTING — dr — — — -� — — .� — — — o 0 wo —\b- mil/ — — — — — — — Unmown Red Fescue o O x Z Q I \I� �— Z _�o I a, + 0 y y Lawn o o(�_ � _I {.� \!r \tr \� \�, �, �, �, y W Bluegrass/Rye Sod , LO o�� ;,; r,,,,%%% � � \tr \I, �, Aluminum Edging co r �0 d Q o m • \l/ \li \li \li Z Z > �w Z \li \li \li \li � Z o. o z Q I `I' \I' \I, \I, �, B RO DY SQUARE \I� -� w +�zz I �' �, 000 AMENITY AREA ENLARGEMENT0 �, �, �, �, �, C� w 0)w o �, �, 6' PATH, TYP. \I, L,w00 N MERIDIAN, ID Ln o xZD \i 37' \li \t/ \�i l l/�% _�\�i l l/i,/ \\�i l l/i,/ \\�i l l/�/ o (If LLI \�/ \I/ i III \ \�/ \�/ _ _ _ _ _ ��w� I X X X X % % % Kim > nxo0 XZ N I 38 -5 �z �, C 2020 KIVILCY— ORN AND ASSOCIAT-S, AC. m vIr1Z 9`,0 Bcinmck S reel, Sui.e 1'n0 0 loaw Z =o L� Boise, Idaho 83702 208 297-2885 N x Z" DESIGNED DRAWN CHECKED 5W oo w �FCx, �.•'�� of Ioy'•., GMW GMW ASD N °1 o Z NORTH 8 ' . s� s. DE�o pro •.� Z o 9 SCALE (H): 1 =10 F i�� SCALE (V): N/A Uj E =J Knowwbarsbelow ; �, ; DATE: SHEET NO. o Qf Call before you dig. v w o GRAPHIC SCALE IN FEET LA- 74 10 12 2020 O CALL 2 BUSINESS DAYS • �� Ld w 00 w 0 5 10 20 YOU DIG GRADE OR • PROJECT NO.O z o IN ADVANCE BEFORE �� '�.� �� z U ��mm oz „ , EXCAVATE ROFOR THE ��.�•�1vUSC\p�•.�� 291015009 a E w 0 Q MARKING OF ■■■■■■■■ • w L' DWG. NAME SCALE: 1 =10 MEMBER UTILITIES 10/12/2020 w j��`0 5009-LS.dw of 14 shts NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING PLAN VIEW PLAN VIEW ® THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) 8" MIN. 14 GAUGE, ANNEALED STEEL GUY WIRE INSIDE 1/2" I.D. TREE TRUNK 14 GAUGE, ANNEALED STEEL GUY WIRE TREE TRUNK BLACK RUBBER HOSE AND TWISTED CLOSED AT ENDS �1 h� TREE STAKE,-m- ` INSIDE 1/2" I.D. BLACK RUBBER HOSE TYP. 811 d \ AND TWISTED CLOSED AT ENDS � TREE STAKE, TYP. d ENDS OF WIRE ON INSIDE OF STAKE d o 3/4" 0 VINYL OR 2-PLY FABRIC BEARING 3/4" 0 VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. p p o RUBBER HOSE. 8" 0 LOOP AROUND 8" MIN. 0 LOOP AROUND TRUNK. p ' EACH MAJOR TRUNK. 14 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TO 14 GAUGE, ANNEALED STEEL GUY PLANT AND STAKE TREE AS DETAILED WIRE. STAPLE ENDS TO INSIDE OF INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WI E STAKE. ADJUST TENSIONBY WIRE PAIRS FROM THE MIDDLE TURNING WIRE PAIRS FROM THE EXISTING OR PROPOSED SLOPE 8x 2 TREATED LODGE POLE PINE TREE STAKES, I - MIDDLE. ALL MAJOR STEMS SHOULD / CUT BACK EXISTING SLOPE TO PROVIDE SEMIRTEENDW15ME POLE PINE TREE FLAT SURFACE FOR PLANTING (DO NOT STAKES TWO (2) PER TREE; AVOID 2' MIN. TWO (2) PER TREE; AVOID PENETRATING ROOT BALL EXCEED 2:1 SLOPE) MULCH PER PLANS 3' MIN. PENETRATING ROOT BALL 1" MAXIMUM OVER ROOTBALL MULCH PER PLANS 3' MAX 18" FINISHED GRADE 18„ 1" MAXIMUM OVER ROOTBALL 3" HIGH SOIL i i CREATE TREE WELL AROUND BASE OF TREE AT DRIPLINE - FINISHED GRADE BERM TO HOLD i 2 MIN. MIN. MIN. WATER TOP OF ROOTBALL TO MATCH FINISH GRADE OF SURFACE MULCH /\\ //\\//\\//\\ / /\\//\, CREATE TREE WELL AROUND BASE OF - - - - - MULCH PER PLANS L \\ \ PREPARED SOIL BACKFILL, SEE SPECIFICATIONS /\\ /\ /\%\ , TREE AT DRIPLINE /\j\j /\j\j 1" MAXIMUM OVER ROOTBALL AL TOP OF ROOTBALL TO MATCH FINISHED //\\j\\j\ //\\\//\/ PREPARE PLANTING SOIL AS SPECIFIED FERTILIZER TABLETS PER SPECIFICATIONS GRADE OF SURFACE MULCH L UNDISTURBED SUBGRADE NOTE: IN HARD SOIL CONDITIONS, CREATE 'CHIMNEYS' PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. (MIN. 3 [EVENLY SPACED, NOT DIRECTLY BENEATH FERTILIZER TABLETS PER SPECIFICATIONS UNDISTURBED SUBGRADE ROOTBALL] @ 18" DEEP) TO PROMOTE DRAINAGE UNDISTURBED SUBGRADE 1 TREE PLANTING AND STAKING TREE STAKING - MULTI-TRUNK TREE PLANTING ON SLOPE SCALE: N.T.S. 2 SCALE: N.T.S. 3 SCALE: N.T.S. TOP OF EDGING TO BE 1/2" ABOVE TURF TOP OF STAKE TO BE 1" BELOW TOP OF EDGING CONTAINER GROWN SHRUB/GROUNDCOVER EXISTING OR PROPOSED SLOPE PLANT, SIZE AS NOTED ON PLANS CUT BACK EXISTING SLOPE TO PROVIDE FLAT SURFACE MULCH PER PLANS FOR PLANTING (DO NOT EXCEED 2:1 SLOPE) 1/2" MULCH PER PLANS r 1-1/2" 1 MAXIMUM OVER ROOTBALL j FINISH GRADE / 777 T 3" - - - - MIN.— - - - - - - - - _ �� PLANT SHRUB AS DETAILED \ STAKE PERMANUFACTURER'S j/ TOP OF ROOT BALL SHALL MATCH ADJACENT GRADE _ RECOMMENDATIONS /\\/ OOT BALL /\j\ FERTILIZER TABLETS PER SPECIFICATIONS //\// \ _ PREPARED SOIL BACKFILL, SEE SPECIFICATIONS /j/ / \ - _ MULCH PER PLANS w� NOTE: IN HARD SOIL CONDITIONS, OVER-EXCAVATE //\\/ ROOT \\/\\ - �� PLANT PIT AND PLACE ROOTBALL ON 8 OF PREPARED \//// / //\ 1 MAXIMUM OVER ROOTBALL NOTES ow BACKFILL. CREATE 'CHIMNEYS' (MIN. 2 [EVENLY SPACED, \//\ BALL jj PREPARE PLANTING SOIL AS SPECIFIED 1. BED EDGE SHALL BE 5" BLACK COMMERCIAL ALUMINUM OR STEEL EDGING WITH 12" SPIKES AT 3' QQ NOT DIRECTLY BENEATH ROOTBALL] @ 6" DEEP)TO - x/\\// \\//\\ - ON CENTER MAXIMUM. Ld� PROMOTE DRAINAGE 2. INSTALL EDGING ONLY IN AREAS TO SEPARATE ROCK MULCH FROM TURF. UNDISTURBED Q UNDISTURBED SUBGRADE 3. EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. o - 4. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. r Q -z 0 UO SHRUB / GROUND COVER PLANTING SHRUB / GROUNDCOVER PLANTING ON SLOPE METAL BED EDGING IfLj OY6 SCALE: N.T.S. 5 SCALE: N.T.S. SCALE: N.T.S. (3 zo z L W H Q) U� W OJ Q O QQ O C m W J V) 0~0 Q c�O 0 O(N a O X L�m N m O W J N V)a-< r w v= uj O Ic OOQfz in O— O �xww w 3 m J~ J c/ii~0o AMENDED PLANTING BACKFILL MIX W J O�On O Q ZO o X zQ MIX SHALL CONSIST OF: 1/2 PART 'NATIVE' SITE SOIL (NO CALICHE IN BACKFILL) & 1/2 PART 0 jcn viz MULCH (*HUMUS) *NATURAL FERTILE, FRIABLE SOIL THOROUGHLY MIXED PRIOR TO BACKFILLING I o PIT. REMOVE ALL INORGANIC MATERIAL GREATER THAN 1" IN SIZE. SOIL BACKFILLING SHALL BE o w ow ACCOMPLISHED IN 6" LIFTS. EACH LIFT SHALL BE WATER SETTLED WITHOUT POOLING. 7) WJ co ' xU)m I o Y SLOW-RELEASE FERTILIZER TABLETS E—gym d > cw z z o jo FERTILIZER TABLETS SHALL BE AGRIFORM OR EQUAL (21 GRAM 20-10-5) SLOW RELEASE. TABLETS o E x Za SHALL BE PLACED AT 1/2 THE DEPTH OF THE ROOTBALL AT THE FOLLOWING RATES. BRODY SQUARE o Za 1 TABLET PER 1-GALLON CONTAINER Ln of i�O <z 2 TABLETS PER 5-GALLON CONTAINER LANDSCAPE DETAILS x aZ 3 TABLETS PER 15-GALLON CONTAINER a w� 4 TABLETS PER 24" BOX 0 a wN w o 0) o 0o AND AT A RATE OF 1 TABLET PER EACH ADDITIONAL 6" BOX SIZE. WHEN MULTIPLE QUANTITIES OF MERIDIAN, ID X wQ TABLETS ARE REQUIRED, THEY SHALL BE EQUALLY SPACED AT THE SPECIFIED DEPTH. CD o co O X w W O �� Kio m ey >>> Horn 0) z wD (V X 00 Q m C� I Q F O O "0 2020 KIVILCY—. ORN AND ASSOCIAT-S, \C. m x o wm Boise, Idaho 83702 208 297-2885 O Io11w ( --moc ree , Sui�e _ z _�z i x 0o7 ■■■ DESIGNED DRAWN CHECKED w �� o�� of l�q .,�� GMW GMW ASD cn �I o�z *0 S S �EBo o �� z o 9 SCALE (H): N/A F i�� '� SCALE (V): N/A o,��J KrKw whaYs below. ; ,_, �, ; DATE: SHEET NO. 0 O> I CD w Call before d' ' C� �v • w O� LA-16 74 10 12 2020 0 0�w CALL 2 BUSINESS DAYS �� Ld Ln w W YOU DIG GRADE OR • OO z O IN ADVANCE BEFORE �� PROJECT N0. z ..U ��mm oz EXCAVATE ORTHE ��1vUSC�p�� 291015009 a —V)O0 MARKING OF ■••■■■■■•� w w cnz MEMBER UTILITIES UND 10/12/2020 DWG. NAME w jx�0 5009-LS.dw 10f 14 shts POST CAP 6'-0" O.C. 5" X 5" POST 13/4" X 3Y2" TOP RAIL .P110"OPENING g 1/2" SPECIFICATIONS MOUNTING HOLES MATERIAL The TK-12 trash receptacle Shall be fabricated 1/4"X 2" with 1/4 x 1-1/2" mild Steel vertical SIato welded -_ 13A5ECRO55 to 1/4 x 1-1/2" hoops. Flared Straps Shall be welded to 1/2" rod. All Steel Shall conform to o o A5TM A36 hot rolled Steel and Shall be wheelabrated prior to fabrication. All removable - and hinged tope come with a vinyl coated N galvanized Security cable. Liner Shall be 30 gallon black polyethylene OPEN VERTICAL SLAT Anchor bolts by others TOP (50% OPEN VISION) 1/2"STEEL ROD :023"TOP PER MERIDIAN CITY UDC (TOP REMOVED FOR CLARITY) WELDS 11-3A-7A.7 All welds between flat 5trap5 Shall be. Smooth, continuous fillet welds ground Smooth where nece55ary, to remove any burs or Sharp edges. 1 21" X 51" BOTTOM & 16 GA.SPUN STEEL DOME TOP Where flared 5trap5 meet 1/2" rod, all welds are CENTER RAIL 30„ POWDER COATED TO MATCH ground Smooth for appearance. 0 PROTECTIVE COATINGS 0 Following fabrication the receptacles Shall be cleaned and treated with a 5 Stage iron phosphate proce55 prior to the coating application. The protective coating shall be 00 PANELS either polyester or polyester TGIC powder applied by the dry electrostatic method. The resultant coating Shall be minimum of 4 mils 32" thick on all 5urface5. Corrosion resistant STEEL RINGGS5 1/4"X 1-1 undercoat required (2 PLACE5) OPTIONS Tops: Open, Spun Steel flat, Spun dome, Hinged dome, Hinged flat, Ash dome (34)1/4"X 1-1/2" Side opening door 5TEEL5TRAP5 35 gallon polyethylene liner Receptacles with 35 gal. liners are 36''tall MOUNTING HOLES Leveling feet — _ 20��¢�� POLYETHYLENE LINER rI_11 _III_ _III___ = I = I = I = I = I = I = I = = I = I = I = I = I = = I = I — = I (30 GALLON CAPACITY) 25FINISHED GRADEREvos-zs-16 — — — = I = I = I = I = I = I = I = I = I = I = I = I = I I = I = I = I W =___= I = I = I = I = I = I = I = I = I = I = I = I = I = = I = I - I -' FairWeather Site Furnishings —_— — — —_—_ - I - I - I - I - I - I - I - I - I - I - 1 - 1 - 1 - 1 - 1 - TR-12 Trash Receptacle, Spun Dome Top 360-895-2626or Toll Free 800-323-1798 Ed Id I d I d I = I = I = I = I = I = I = I = I = I = I = I = I = I = = II PortOrchard,Washington _ _ _ _ _ _ _ _ _ _ _ _ _ with 30 Gallon Liner Notice:TeLprodutsarepropCtary. tion,roisdesignsare atntedorpitent Notice:These products are proprietary. Numerous designs are patented or patent N I I - - - - - I - I - I - I - I - I - I - I - I - I - I - I - I I - I pending under Leader Manufacturing,Inc. Ed Ed IEd I I— I — I — I = I = I — II I=EdI =1=1 = I FOOTING PER MFG —III—I = = I = = I —� I I=� I I—I I —I I =III=I —� = I = I = I — — I = RECOMMENDATIONS .� I I= I I MI I —1 I—I I �- I I- -I I—I — — TRASH RECEPTACLE BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER NOTES: � - I —III—III- 2 ( ) 1. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM R/W. 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALLED AT BASE OF FENCE ON SCALE: N.T.S. 2. ALL FENCE CONNECTIONS PER MANUFACTURER RECOMMENDATIONS. COMMON LOT SIDE. 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. 1 OPEN VISION VINYL SLAT TOP FENCE SCALE: N.T.S. POST CAP 6'-0" O.C. 26" 5PECIFICATION5 5" X 5" POST 1 Y2" X 5Y2" RAIL V) MATERIAL oz The FL-3 bench i5 constructed of mild Steel in oLd X 137/8" PANELS three sections consisting of two end sections Ld and one seat Section. All parts are drilled and �U) precisely formed for quick aooembly. End N Q 33-1/2" 5ection5 are made with 1"x 1" Solid Steel bar Q stock. All seat sections shall be fabricated Z with 1" sch. 40 pipe and 1/4 x 1-1/2" mild steel �0 1"X 1" 50LID o Strap. Steel Shall conform to A5TM A36 hot Li STEEL BAR rolled Steel. All Steel Shall be wheelabrated Y END FRAME5 16-1/2 � L_ prior to fabrication. o Li Z HARDWARE aQ Fasteners shall be 3/8 socket head cap 0 0� Screws with vandal resistant pins. N 0 1-1/2"STEEL STRAP Anchor bolts by others o `� 15-5/8" TO Z W/1/2" DIA. HOLES PROTECTIVE COATINGS o W=I f 1 SCH 40 STEEL PIPE Powder Coating: All Metal, Following W 0) Li fabrication Shall be cleaned and treated with ~Z O an iron phosphate proce55 prior to the Y ow -I = coating application. This process shall include o JQ - a non-chromated alkaline cleaner and an iron < Cn oo phosphate treatment followed with an acidic = o0 I o Z a Sealer for maximum adhesion. The protective o - O _Z coatings Shall be either polyester or polyester o ZQ a LnZco cl TGIC powder. Following application the parts o o �o Shall be baked until properly cured. The 1, W w coating Shall be a minimum of 4 mils thick on LO WJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Co Y - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ all 5urface5. Options for finish: Corrosion E Hm _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ resistant undercoat, strongly recommended o Q) Z Z > WZ o a OPTIONS BRODY SQUARE Zo Length:4, 5, 6, 8 ft. Standard, other Iengtho o Qa available W Qa I'L-3 bench lengths up to 8 ft available of Q) zo without an additional frame. All ben HARDSCAP E DETAILS ches o w0 o =� 72-3/4"OUT TO OUT W/29 5TRAP5 a w longer t an . willrequire a center rams. w _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — _ Center arm MERIDIAN, ID o w Q =I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I I I=I I=I I=I I=I I=I = _ _ _ _ _ _ - - CD 6, w — — — — — — — — NOTE:BOLT DOWN HOLE LOCATON51 LE55 THAN OUT TO OUT DIMEN51ON5 REV 4-19-13 ______ L) Ln —�I—�I—�I—�I—�I—�I—�I—�I—�I—�I I I—I I—I I—I I—I I—I =_______ —FEI- - - FINISHED GRADE Kio m ey ))) Ho r n Z un _ _ _ _ _ _ _ Fairweather Site Furnishingso o= Q I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I_______ = I—I 11— EIII_ = I I— I I + 360-895-2626 or Toll Free 800-323-1798 Z Z W -I I—I I—I I—I I—I I—I I—I I—I I—I I—I I=—I I—I I—I I—I I—I I—I I I I I ,-i—I I Plaza 1 1 Q Model PL- Bench Port Orchard,Washington © 2020 K MLEY—HORN AND ASSOCIATES, INC. m 0 <~ J I I a a Series , ode 3NNotice:heseproductsaepropretary.N99-2013 Leader International tumeousdesignsarepatenteion,FairWeather Site dorpatentgs " grJO BaY1nOCIC Street Suite 1100 Im�w U —I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I=_________- X w —I I=I I —' —I I—I I—I I—I I—I I—I I—I I—I I== I—I I—I I—I - - = I I—I I III—I I I—I I I—I I I—i 11-1 I pending under Leader Manufacturing,Inc. Z = I �� Boise, Idaho 83702 208 297-2885 s �,oo cv I I—III—III—III—III—III—III=I I=I I-,I I=III-1 I I—i I I— RECOMTING PER MFG MENDATIONS ONS ••••..Noun&'. DESIGNED DRAWN CHECKED W �0C)o X=F NOTES: a �.•••�� of Ioy'•.•• GMW GMW ACP N a��Z 1. FENCE TO STEP DOWN TO 3 HEIGHT 20 FROM R/W. 3. 6 WIDE ROCK MULCH MOW STRIP TO BE INSTALLED AT BASE OF FENCE ON s� s DEeo �o SCALE (H): N/A o �u, 2. ALL FENCE CONNECTIONS PER MANUFACTURER RECOMMENDATIONS. COMMON LOT SIDE. ,E 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. SCALE (V): N/A w =a la,owwbarsbelow DATE: SHEET NO. _E W Call before di ' W: 10 12 2020Off w L ~�, CALL 2 BUSINESS DAYS •• J ��.� w T� a SOLID VINYL PRIVACY FENCE W BENCH (BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) YOU°IG,GRADE BEFORE •••'•.�La�scAp� �:•°•• PROJECT N0. 1 O 3 SCALE: N.T.S. SCALE: N.T.S. MARKING OF U g EXCAVATE FOR THE •�.� •••• o 1.1 _1 0Z UNDERGROUND 10/12/2020 DWG. NAME a w n Q MEMBER UTILITIES w jx r`0 5009-HS-DTLS.dw 10f 14 shts u, DESIGN STANDARD: 20' MANUFACTURER: CLASSIC RECREATION SYSTEMS 24 GA HR-36 STEEL REPRESENTATIVE ORGANIZATION: SONNTAG RECREATION SHOP ROOF MODEL #: CHARLESTON MODEL, 20' X 20' DRAWING 24 GA 17' DESCRIPTION: COLOR: ROOF - JADE GREEN; REQUIRED FASCIA COLUMNS - JET BLACK TRIM 8'-6" CEILING - WHITE - OR EQUAL PER THIS DETAIL 7A_ 20' 24 GA HR-36 STEEL ROOF41 12 1\\__24 GA FASCIA TRIM COMPRESSION PROVIDE CONDUIT PER \ / \ CENTER OF / DETAIL 6, SHEET 11 FOR RING THIS COLUMN ONLY STRUCTURE / Q0 MAIN BEAM PERIMETER 00 BEAM 6" X 6" COLUMN \ / CENTER OF FTG, \ / \ / ANCHOR BOLT, & \ / COLUMN, TYP. ELEVATION FINISHED GRADE PLAN 6" X 6" EXTENSION LAYOUT PLAN COLUMN BEAM 5 PICNIC SHELTER SCALE: N.T.S. #4 IN BOND BEAM 1" OVERHANG, TYP. STONE WALL CAP - BUCKSKIN CHISELED EDGE COLUMN CAP BY ELDORADO STONE, (SUBMIT SAMPLE c� TO OWNER FOR FINAL APPROVAL) 5PECIFICATION5 8" CMU BLOCK, TYP. • • Y2" STUCCO - WHITE BIRCH 581h" MATERIAL N FINE SAND FINISH BY OMEGA N 103/41, 4"� }� Table and Seat Tope: 3-1/2" x 3-1/2'' recycled N x (SUBMIT SAMPLE TO )OWNER FOR plastic Slats. Q Li Wz Frames: Basic frame - for table: 3" x 3" x FINISHED GRADEA ROLL-ON FLUID APPLIED 3 1/2"x3 1/2" 5/16" angle welded to 3" x 5" x .120 wall tube; o WATER-PROOFING ON ALL Ld� RECYCLED PLASTIC for seats: 5" x 3" x 3/16" angle welded to x PLANTER WALLS. SUBMIT CUT NQ 5" x 5" x .120 wall Steel tube; table center Q SHEET FOR APPROVAL �Q FINISHED GRADE brace 1-1/2'' x 1-1/2" x .120 wall Steel tube; table 00 and Seat top slats Supported by a complete o0 3r CONDUIT HOLE framework. All Steel drilled and formed for ° of � A—BOLT uick assembl . All Steel Shall conform to #4®32 CENTERED IN y FULLY GROUTED CELLoe Zo 6"X6" COLUMN 70 A5TM A36 hot rolled Steel. z Z �r BASE PLATE DRAWING SHOP #4 IN BOND BEAM ° ADJUST FTGi Flo . DEPTH FOR REQUIRED HARDWARE _0 LOCAL FROST CONDITIONS • Recycled plastic slats Shall be attached to N ^I N �F frames with 3/8 plated carriage bolts, nuts (3)—#4 AS SHOWN Z N o LU Y4 and washers. EXPANSION JOINT • • z �w MATERIAL 0 wm 6"X6' COLUMN o o 0 0 0 o a o 0 0 0 0 0 0 0 NQ FINISH GRADE SLAB HAND HOLE W/ COVER .120 x 3"x 3"TUBE SURFACE MOUNTING: • • • r 3 �� CONCRETE HEX NUT BY CONTRACTOR Anchor bolts by others a a o SEE STRUCTURAL I a NOTES FOR SUBGRADE vs Of WASHER & BASE PLATE HOLES FOR ANCHOR BOLTS PERMANENT EMBED MOUNTING: • • PREP REQUIREMENTS ``w „ ANCHOR BOLTS BY OTHERS #4®16 o Za 29 Depth and diameter of post hole may vary OU W Cn with soil conditions. Consult project engineer oa _ z for correct dimensions. Rebar by others O za J a wo N PROTECTIVE COATINGS Following fabrication (2)-#4 AS SHOWN 1'-4" 8" o F, �w — frames shall be cleaned and treated with an ironLO �Y FOUNDATION PER co phosphate process prior to the coating E om - MANUFACTURERS �o„ application. This process shall include a SEAT WALL - SECTION o RECOMMENDATIONS 8 Z non-chromated alkaline cleaner, and an iron SCALE: N.T.S. z �Q \ 13 i4 pealerfor mahate emum adheatment lloon. Thewed hrotecti an dvle BRODY SQUARE za � 3 n o Qa 120x3 x3 TUBE p W Q "� coatings shall be either polyester or polyester Q) zo STUB ELEC CONDUIT PER LOCAL 303/8" ° TGIC powder. Following application the parts shall HARDSCAPE DETAILS o w0 CODE, EXTEND CONDUIT A MINIMUM wN OF 1'-0" BEYOND CONCRETE 163�4° 3/16"x 3"x 3"ANGLE be baked until properly cured. The coating shall be w PAVEMENT, SEE COLUMN DETAIL a minimum of4 mils thick on all surfaces. MERIDIAN, ID 0 T �¢ PLAN FOR LOCATION a 00 L OPTIONS0 o-F- 47 3/4 52" M o I 1 Mounting: surface mount or permanent embed Kio rn ey >>> Horn z N� 11- Table & 5eat To s. o N o o I ADDITIONAL SUPPORT STRUCTURE P Z FOR PLASTIC SLATS Recycled Plastic: z~ © 2020 KMLEY—HORN AND ASSOCIATES, INC. m �Imaw I I I REV3-18-10 Weathered wood 950 Bannock Street, Suite 1100 Z _ I SEE STRUCTURAL NOTES Boise, Idaho 83702 208 297-2885 N a-0o FOR SUBGRADE PREP •�.......•• DESIGNED DRAWN CHECKED W X w� REQUIREMENTS FairWeather Site Furnishings ••••• OF •••, a_ a X~~ Model F-5P Picnic Table 6 ft. 4 x 4 360-895-2626 or Toll Free 800-323-1798 �,.•�� Ioq .,• GMW GMW ACP z �I Cn=z Port Orchard, Washington 811 ° �� s �EBo� ° ••; SCALE (H): N/A F E~ 01999-2010 Leader International Corporation, \�� * • SCALE (V): N A w ,l i a Recycled Plastic, Surface Mount FairWeather Site Furnishings division • to FJ �•Know vAiafs below. ~ LA-16 74 DATE: SHEET NO. W a=C Call before you dig. �v jE 0 10 12 2020 L 0 L CALL 2 BUSINESS DAYS • �� =oLn zo PICNIC SHELTER COLUMN DETAIL 6 PICNIC TABLE (BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) IN ADVANCE BEFORE ••,�� ,• PROJECT NO. Z xLdW�Q_ SCALE: N.T.S. SCALE: N.T.S. exCAVATE ORETHE •��•.A�SC�p�•��•• 11 UMARKING OF— ELL 0 z UNDERGROUND ••••••■•■•••• a w o Q MEMBER UTILITIES 10/12/2020 DWG. NAME w j�E`0 5009-HS-DTLS.dw of 14 shts a 1" OVERHANG, TYP. 10" 1'-4" #4 IN BOND BEAM STONE WALL CAP � d 8" CMU BLOCK, TYP. PLANTING BACKFILL----, • � �\�/\�/\�j� • 2" STONE VENEER ANCHORAGE SYSTEM NOTES: GEOTEXTILE FABRIC, TYP. \ \\� 01 1. SEE ENTRY MONUMENT DETAILS ON SHEET 12 FOR WALL FINISH AND STEEL AESTHETICS DETAILS. #4©8" CENTERED IN �\� \��\� 2. CONTRACTOR MAY PROPOSE A DIFFERENT ANCHOR r `' -4 r FULLY GROUTED CELL �� a CONNECTION FOR THE STEEL LETTERING AND STEEL PLANTER MESQUITE CLIFFSTONE BY ELDORADO \\ o LOG . SUBMITER FOR A CH OVALE SYSTEM DETAILS TO n 2" IRRIGATION SLEEVE 1" OVERHANG, TYP. /� U WASHED #57 STONE \�� MANUFACTURERS��\�/{ RECOMMENDATIONS N _ _ STONE WALL CAP ROLL—ON FLUID APPLIED 3' #4 IN BOND BEAM ° WATER—PROOFING ON ALL PLANTER WALLS. SUBMIT CUT COUNTERSINK SHEET FOR APPROVAL SCREW FLUSH STONE WALL CAP — BUCKSKIN a FINISHED GRADE CHISELED EDGE COLUMN CAP BY ROLL—ON FLUID APPLIED WATER—PROOFING ON ALL STEEL PLATE ( ELDORADO STONE, SUBMIT SAMPLE I I TO OWNER FOR FINAL APPROVAL) 1'-4" 10" PLANTER WALLS. SUBMIT CUT VENEER (SEE STONE VENEER — MESQUITE SHEET FOR APPROVAL • • ENTRY DETANT ILS CLIFFSTONE BY ELDORADO STONE #4@8 J TAILS SHEET 13) (SUBMIT SAMPLE TO OWNER FOR o (4)—#4 AS SHOWN 4 DIA. SOLID PVC FINAL APPROVAL N � DRAIN W/ CAP ON 0 I I SPASTACERS S STEEL � INSIDE AT WASHED a STONE L — — — — J • a 4< • • _ SEE STRUCTURAL ° NOTES FOR SUBGRADE 6" DIA. PERFORATED PIPE, a ° ° a WRAPPED IN GEOTEXTILE FABRIC, DISCHARGE TO G• ° • PREP REQUIREMENTS G d °° ° I I ° STORM DRAINAGE SYSTEM FINISHED GRADE L — — — — — — — — (2)—#4 AS SHOWN FACE OF MASONRY WALL PRE—DRILL PER MANUFACTURERS PLANTER RECOMMENDATIONS 3, CMU COLUMN WITH g°° 2°-8" 8" STONE VENEER ALL FOUR SIDES 9 ENTRY COLUMN ELEVATION O ENTRY COLUMN - PLAN ENTRY COLUMN - SECTION A STEEL CONNECTION DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 12 SCALE: N.T.S. GENERAL STRUCTURAL NOTES CONCRETE AND REINFORCEMENT f'c = 3000 psi — FOOTINGS (TYPE II CEMENT) DESIGN SPECIFICATIONS fs = 24,000 psi — REINFORCING STEEL (fy = 60,000 psi) 2015 INTERNATIONAL BUILDING CODE WITH CITY OF MERIDIAN AMENDMENTS. REINFORCING SHALL CONFORM TO ASTM A615, EXCEPT REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A706. CONSTRUCTION SPECIFICATIONS DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (SAPWC) WITH CITY OF SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILS AND DETAILING OF W MERIDIAN SUPPLEMENTAL SPECIFICATIONS. CONCRETE REINFORCEMENT." (A.C.I. SP-66(04)). OfZ DESIGN LOADS ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE OUT—TO—OUT OF CiQ DEAD LOAD — WEIGHT OF BACKFILL = 120pcf BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING STEEL SHALL BE TO CENTER OF BARS UNLESS NOTED OTHERWISE. wo EQUIVALENT FLUID PRESSURE FOR ACTIVE SOIL PRESSURE = 45pcf Qo ALL REINFORCING SHALL HAVE 2" CLEAR COVER UNLESS NOTED OTHERWISE. Q EQUIVALENT FLUID PRESSURE FOR PASSIVE SOIL PRESSURE = 100pcf 00 ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". r COEFFICIENT OF FRICTION = 0.25 o_ MASONRY Zo ALLOWABLE SOIL BEARING PRESSURE = 2000psf STRUCTURAL CONCRETE MASONRY, AS SHOWN ON THESE DRAWINGS, SHALL Z �; o~ SEISMIC HAVE A COMPRESSIVE STRENGTH (F'M) OF 1900 PSI. vi Zm Q o WJ RISK CATEGORY = I MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II NORMAL WEIGHT, 0 0o SEISMIC IMPORTANCE FACTOR = 1.00 HOLLOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS, WITH a �� MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: A UNIT STRENGTH AS REQUIRED TO ACHIEVE COMPRESSIVE STRENGTH Z 0W SS = 0.290g SPECIFIED ABOVE. Z 0 6m o w J Si = 0.106g U)¢ SITE CLASS = D CONTRACTOR MAY REINFORCE MASONRY WITH 9 GAUGE LADDER REINFORCING r 3 �� DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SPACED AT 16" MAXIMUM, IN PLACE OF BOND BEAMS SPACED AT 4'-0" 0ZCn SDS = 0.303g MAX. ow Sri = 0.168g 0 I Za SEISMIC DESIGN CATEGORY = C SPECIAL INSPECTIONS SHALL BE PROVIDED PER 2015 INTERNATIONAL = oN DESIGN BASE SHEAR: BUILDING CODE (IBC) CHAPTER 17. Z oQ R = 2 0 z 0 z< Cs = 0.151 A. STRUCTURAL STEEL AS REQUIRED BY IBC SECTION 1705.2.1 0 o zQ �z V = 0.151W B. CONCRETE CONSTRUCTION (TABLE 1705.3) co wo ANALYSIS PROCEDURE USED: C. MASONRY AS REQUIRED BY 1705.4 0 EQUIVALENT LATERAL FORCE PROCEDURE LO u)Y WIND COORDINATION: Q) CONTRACTOR SHALL COORDINATE ALL EXISTING CONDITIONS DURING z �o ULTIMATE DESIGN WIND SPEED = 105 MPH CONSTRUCTION OF PROJECT. UTILITY INFORMATION SHOWN ON THE PLANS MAY NOMINAL DESIGN WIND SPEED = 81 MPH RISK CATEGORY I NOT BE COMPLETE OR ACCURATELY DEPICT THE LOCATION OF THE FACILITIES BRODY SQUARE F Zo = D o Za WIND EXPOSURE = C SHOWN. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EXISTING, Q0 DESIGN WIND PRESSURE = 31 PSF (STRENGTH LEVEL) NEW, RELOCATED AND ABANDONED UTILITIES WITH THE PROJECT PLANS AND aZ NOTIFY RESPECTIVE OWNERS BEFORE COMMENCING THE WORK OF EXCAVATION, HARDSCAPE DETAILS 0 Zo FOUNDATIONS INCLUDING ANY DRILLING OR PILING REQUIRED FOR TEMPORARY SHORING. o W�Q N CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND w o FOUNDATION DATA BASED ON CONSERVATIVE SOIL VALUES PER 2015 RESOLVED PRIOR TO PROCEEDING WITH THE WORK. SEE CIVIL AND UTILITY MERIDIAN, ID Z� INTERNATIONAL BUILDING CODE. DRAWINGS FOR ADDITIONAL INFORMATION. WQ 0 0 0 o a� FOUNDATION PREPARATION EXCAVATION AND BACKFILL SHALL BE IN VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY o o ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 7.6 OF THE THE ENGINEER OF ANY DISCREPANCIES. Kio m ey ))) Horn 0 W D GEOTECHNICAL INVESTIGATION FOR DAPHNE PROPERTIES DEVELOPMENT, ADA Z N 00= COUNTY, ID PREPARED BY ALLWEST TESTING & ENGINEERING, INC., PROJECT ANY DETAILS STATING "SHOP DRAWING REQUIRED" REQUIRE A SIGNED AND W o� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Q3 N0. 519-522G, DATED MARCH 4, 2020. SEALED SUBMITTAL BY A REGISTERED ENGINEER IN THE STATE OF IDAHO. 0 �Z 950 Bannock Street, Suite 1100 xlmw� SUBMITTAL TO INCLUDE STRUCTURAL DETAILS AND CALCULATIONS. Boise, Idaho 83702 208 297-2885 0 _ ABBREVIATIONS: N io 0o DESIGNED DRAWN CHECKED W ��F W/ WITH 811 0 �.•''��E of toy'o� GMW GMW ACP N �,=z FG FINISHED GRADE E I— CLR CLEAR `'�`�� S DE8o9 o '••p SCALE (H): N/A 0 ,-0 MIN MINIMUM �� * * SCALE (V): N A Q `�~ MAX MAXIMUM o J Know wharsbelow _ DATE. SHEET NO. _ '' Call before you dig. i = F NOT TO SCALE 10 12 2020 L N TS 00 i,, CALL 2 BUSINESS DAYS . � w� IN ADVANCE YOU DIG,GRADE,OR ♦•��i�� :.�. PROJECT N0. z x EXCAVATE FOR THE ��AN�SC�Q�400, oo�� w 291015009MARKING OF 0 Ili ozz UNDERGROUND 10/12/2020 DWG. NAME of w U)Q MEMBER UTILITIES w j�PO 5009—HS—DTLS.dwa of 14 shts a 1'2" STUCCO - WHITE BIRCH 1" OVERHANG, TYP. 10" 1'-4" #4 IN BOND BEAM FINE SAND FINISH BY OMEGA (SUBMIT SAMPLE TO OWNER STONE WALL CAP FOR FINAL APPROVAL) STONE WALL CAP - BUCKSKIN CHISELED EDGE COLUMN CAP BY ANCHOR LETTER CUTOUTS TO STUCCO Y4" THICK PAINTED DARK BRONZE STEEL LETTERING ELDORADO STONE, (SUBMIT SAMPLE PER DETAIL 12, SHEET 12 USING A (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) TO OWNER FOR FINAL APPROVAL) MINIMUM OF 3 ANCHORS PER LETTER FONT: TBD 1" OVERHANG, TYP. 10 -8 ~ • /�\/�\/�\ • 8" CMU BLOCK, TYP. Q 70 B U 2 STONE VENEER \/j\/j\/j N PLANTING BACKFILL GEOTEXTILE FABRIC, I /�\/�\/�\� STONE VENEER - MESQUITE TYP. CLIFFSTONE BY ELDORADO STONE g'-10" WASHED # 57 STONE \ \\�\\�\ ROLL-ON FLUID APPLIED WATER-PROOFING (SUBMIT SAMPLE TO OWNER FOR 11 �/ ON ALL PLANTER WALLS. SUBMIT CUT FINAL APPROVAL) 11 10" ; ROLL-ON FLUID APPLIED - - SHEET FOR APPROVAL WATER-PROOFING ON ALL PLANTER WALLS. SUBMIT CUT FINISHED GRADE RAISED PLANTER � SHEET FOR APPROVAL a a A RAISED PLANTER #4@32" CENTERED IN .-L, T-_,' __ 0 o FULLY GROUTED CELL x N #4 IN BOND BEAM 2" IRRIGATION SLEEVE � o 4" DIA. SOLID PVC r - ------- DRAIN W/ CAP ON RAISED PLANTER INSIDE AT WASHED ° STONE ° • • • • Ell 6 DIA. PERFORATED PIPE, a N J °WRAPPED IN GEOTEXTILE - ! U • ° #4®16�� FABRIC, DISCHARGE TO ° °° ° ° ° STORM DRAINAGE SYSTEM (4)-#4 AS SHOWN ^ � U B,, R01)Y S UAI N (2)-#4 AS SHOWN - ill i 8>, i i 2'-8„ 81' SEE STRUCTURAL NOTES FOR ENTRY MONUMENT - SECTION A SUBGRADE PREP REQUIREMENTS 2 SCALE: N.T.S. 1" OVERHANG, TYP. g„ STONE WALL CAP #4 IN BOND BEAM 3' 10'-8" 3' N T a 16'-8" Y4" STEEL 2 • LETTERING, TYP. �— a Y4" X 6" SIMPSON STRONG-TIE PHILLIPS FLAT o HEAD TITEN CONCRETE AND MASONRY SCREW, ENTRY MONUMENT ELEVATION OR APPROVED EQUIVALENT. INSTALL PER o SCALE: N.T.S. MANUFACTURERS RECOMMENDATIONS, >, Y2" SAND FINISHED COUNTERSINK HOLES PER DETAIL ON SHEET 12. 4 STUCCO N I a 8" CMU BLOCK, TYP. 8" 1'-3" �//: 6" CMU BLOCK, TYP. 2" STONE VENEER N p 01 PLANTING BACKFILL A14 2" STONE VENEER a /�\/�\/ I GEOTEXTILE FABRIC (TYP ) N CMU COLUMN WITH �� / '� DZ STONE VENEER CMU COLUMN WITH o » oN IN STONE VENEER N i " a FULLY GROUTED EDCELL .04 wo FINISHED GRADE / ��/ WASHED STONE (na 3 STONE WALL CAP 3a / CMU WALL WITH \ I �/ \j\ ' Z_#4 IN BOND BEAM _ zr z / STEEL LETTERING, TYP. STONE/STUCCO \ -/� //� ;TIj / 7 - FINISH, SEE SECTION 10" \ 2" IRRIGATION SLEEVE a r / 0" o B DETAIL \ �J11 oY / 7 ,4„ / , _ o _ , \ �� \ ROLL-ON FLUID APPLIED • oci z Uo \ / — — WATER-PROOFING ON ALL a _I z _ PLANTER WALLS. SUBMIT CUTvi Qa �' // / / - - - - - - - - - - - - - - - - - - - - - - \ \ \\ w, SHEET FOR APPROVALLC - J \ —I U o 0o // / / \ \ \ \ \\ 4" DIA. SOLID PVC DRAIN— T� N a3 / \ W/ CAP ON INSIDE AT • • ° • °• a 0w / / / '— _ — — ' \ \ \ WASHED STONE i ° a o z U o =N / J/ 6" DIA. PERFORATED PIPE, ° ° ° ~" / / n10'-10" CMU COLUMN WITH \ \ WRAPPED IN GEOTEXTILE ° Y vi o Z }F ;� STONE VENEER FABRIC, DISCHARGE TO ROLL-ON FLUID APPLIED Za / — _ _ I _ , — \ STORM DRAINAGE SYSTEM - _ _ WATER-PROOFING ON ALL = oN PLANTER / — — — _ _ — — — — — \ PLANTER PLANTER WALLS. SUBMIT CUT (4)-#4 AS SHOWN ET z — — — — — — — — — — — — — — — — — — „ , „ „ o O Ln zQ CONCRETE FOOTING 8 2 -5 8 SHESEEFORRUCTURALL Q LnZ STONE WALL CAP ` ` STONE WALL CAP NOTES FOR SUBGRADE o "o PLANTER — — — _ _ — — _ — — — #4©16 PREP REQUIREMENTS w J _ _ _ CO _ w; (2)-#4 AS SHOWN Y LO W� - - - om - - - - - - - - - - - - - - - - - - - - - - - - - CMU WALL WITH ENTRY MONUMENT - SECTION B Ci STONE WALL CAP STONE VENEER 4 Z o �o SCALE: N.T.S. z E zQ BRODY SQUARE Za zo ENTRY MONUMENT DETAILS WF - WN w O =Of d MERIDIAN, ID o wz ENTRY MONUMENT PLAN o o WE SCALE: N.T.S. M 3Liz)N 00Kio m ey >)) Horn a3 © 2020 KIMLEY—HORN AND ASSOCIATES, INC. M v�maw 950 Bannock Street, Suite 1100 Z _ �, Boise, Idaho 83702 208 297-2885 N io 0o DESIGNED DRAWN CHECKED W a o~x � 9 � GMW GMW ACP N x D ZJv)Ez 8YI Bo SCALE (H): N/Ao o JE � * SCALE (V): N A o cnlL J Know wmrsbelow �, ; DATE: SHEET N0. )=o� Call�.e you aly. �' LA-16 74 ti 10 12 2020 0 01~w CALL 2 BUSINESS DAYS . w� YOU IG,GRADEOOR .�.t�L Q�_•• 13 Z PROJECT NO. w x g EXCAVATE FOR THE ��.i��sCE14��0�� 291015009 0 U— 44O■u... w LNi oz UNDERGROUND 10/12/2020 DWG. NAME w'a MEMBER UTILITIES w %x ro 5009-HS-DTLS.dw 10f 14 shts a SECTION 32 90 00- LANDSCAPE WORK 3.3 PREPARATION FOR PLANTING LAWNS C.1. Record Drawings; reproducible and five prints. A. Examine the areas and conditions under which work will be performed. Notify Contractor of 1.8 SPECIAL PROJECT WARRANTY A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to C.2. Operations and Maintenance information (2 copies), including: conditions detrimental to timely and proper completion of Section Do not proceed until Part 1 - GENERAL A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. C.2.a. Information including descriptive details, parts list, specifications, maintenance unsatisfactory conditions are corrected. B. Warranty trees and shrubs for a period of one year after date of substantial completion, against Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will schedules and procedures for system components. B. Locate all underground utilities and structures and notify Architect of any conflict with Section 1.1 RELATED DOCUMENTS defects including death and unsatisfactory growth, except for defects resulting from neglect by be planted promptly after preparation. y C.2.b. Operation, adjustment of system and components instructions. work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this A. Drawings and general provision of Contract, including General and Supplementary Conditions Owner, abuse or damage by others, or unusual phenomena or incidents beyond landscape A.1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, work at no cost to the Owner. and Division 1 Specification Sections. Installer's control. grades, and elevations shown, after light rolling, addition of amendments, and natural C.2.c. Winterization procedures. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of C.2.d. Schedule indicating required open valve time to produce given precipitation amounts 1.2 SUMMARY period. make replacements during growth season following end of warrant period. Replace trees loosened subgrade to create a transition layer and then lace remainder of planting soil.Add and seasonal adjustments. 3.3 SLEEVING p p g g g Y p p g Y p p g A. This Section includes provisions for the following items: and shrubs which are in doubtful condition at the end of the warranty period; unless, in the specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. C.2.e. Warranties and guarantees. A. Sleeving installed by others. Coordinate with other trades. A.1. Trees opinion of the Owner's Representative, it is advisable to extend warranty period for a full growing C.2.f. Submit five copies. A.2. Shrubs, Grasses, Ground Cover season. 3.4 PREPARATION OF PLANTING BEDS 3.4 TRENCHING AND BACKFILLING A.3. Lawns A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 1.4 GUARANTEE A. Trenching and backfilling shall be per applicable ISPWC Section. A.4. Topsoil and Soil Amendments Part 2- PRODUCTS similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: A.5. Miscellaneous Landscape Elements stocks, stones, rubbish, and other extraneous matter. of workmanship and materials. Within one year after date of Substantial Completion repair or B.1. Main Lines and Sleeving: 18 inches. A.6. Initial maintenance of landscape materials 2.1 TOPSOIL B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and replace all defective parts or workmanship that may be found at no additional cost to Owner. B.2. PVC Laterals: 12 inches. B. Related Sections: The following sections contain requirements. A. If deemed usable, native topsoil shall be stock piled for re-sue in landscape work. Topsoil shall be elevations shown, after light rolling and natural settlement.Add 1 1/2 inches of specified compost B.1. Underground sprinkler system is specified in Section 32 84 00- Irrigation fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately B. Fill and repair all depressions and replace all necessary lawn and planting which result from the C. Surround lines with 2 inches of clean rock-free material on all sides. roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a settlement of irrigation trenches for one year after date of Substantial Completion. 1.3 QUALITY ASSURANCE harmful to plant growth. transition layer, then place remainder of the planting soil. C. Supply all manufacturer's printed guarantees. 3.5 MISCELLANEOUS VALVES A. Subcontract landscape work to a single firm specializing in landscape work. A.I. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See C. Apply Pre-Emergent per manufacturer's recommendation. A. Install manual drain valves up stream. Install devise at mainline tap in accordance with B. Source Quality Control: testing requirements below. Contractor is responsible for whatever soil additives are 1.5 QUALITY ASSURANCE manufacturer requirements for complete operation. Install backflow provision and connect to B.1. General: Ship landscape materials with certificates of inspection required by governing recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.5 PLANTING TREES AND SHRUBS A. Contractor shall be licensed in the State in which this work is being performed. controller. authorities. Comply with regulations applicable to landscape materials. additives and added regardless of test results. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in B. Contractor shall have at least two years prior experience in projects of equal or larger scope. B.2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Provide minimum of three references and list of similar projects with owners' names, addresses, 3.6 CIRCUIT VALVES non-availability to Owner or Owner's Representative, with proposal for use of equivalent friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around and phone numbers, when requested by Owner. A. Install in valve box, arranged for easy adjustment and removal. material. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and A.1. Provide union on downstream side. B.3. Analysis and Standards: Package standard products with manufacturer's certified analysis. extraneous or toxic matter harmful to plant growth. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation p y g y p For other materials, provide analysis b recognized laboratory made in accordance with B.1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until competent in all phases of the work of this Section. A.2. Adjust automatic control valves to provide flow rate of rated operating pressure required for p Y Y 9 rY P p 1 pp y g Y p g p g each sprinkler circuit. methods established by the Association of Official Agriculture Chemists, wherever applicable. site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around B.4. Trees, Shrubs, and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, not less than 4 inches. Do not obtain from bogs or marshes. base of trunk. 1.6 SYSTEM DESCRIPTION genus, species, and variety shown and scheduled for work complying with recommendations B.2. Composition: Topsoil shall contain from 1 to 20%organic matter as determined by the B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides A. Design requirements: 3.7 PIPE INSTALLATION and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation with an approved can cutter and remove can; remove bottoms of wooden boxes after partial A.1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at vigorous stock, grown in recognized nursery in accordance with good horticultural practice Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch backfilling so as not to damage root balls. A.2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on points of intersection and change of direction in main line pipe as per manufacturer's and free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, screen. Other components shall conform to the following limits: C. Dish top of backfill to allow for mulching. walks, walls or paved areas is not acceptable. recommended specifications. Install manual drains. abrasions, or disfigurement. pH 6.5 to 7.5 D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into A.3. Zoning shall be designed for optimum use of available pressure and efficient distribution for B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface B.5. Label at least one tree and one shrub of each variety by attaching a waterproof tag with Soluble Salts 600 ppm maximum top of backfill and finish level with adjacent finish grades. types of plantings and shapes of planting areas. all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented legible designation of botanical and common name. Silt 25-50% D.1. Provide 3 inches thickness of mulch. A.4. Design pressures: Install pressure regulating equipment as necessary. joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's B.5.a. Where formal arrangements or consecutive order trees or shrubs are shown, select Clay 10-300% E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an A. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall recommendations. Use Teflon thread sealant(tape) at all threaded joints. /o stock for uniform height and spread. Sand 20-50 adequate film over trunks, branches, stems, twigs and foliage. be on main supply line downstream from main shut off valve. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 B.6. Inspection: The Owner's Representative may inspect trees and shrubs either at place of B.3. Contractor shall submit representative soil report on imported topsoil proposed for use for F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the growth or at site before planting, for compliance with requirements for genus, species, approval. Report shall meet standards below. Contractor is responsible for whatever soil Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not A.6. Install approved backflow prevention device in conformance with local or prevailing codes, p variety, size, and quality. Owner's Representative retains right to further inspect trees and additives are recommended by the test. Compost will be in addition to other additives and cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune and in approved site location. Provide for drainage without erosive damage. pressure loss and provide minimum fluctuation in system operating pressures. shrubs for size and condition of balls and root systems, insects, injuries and latent defects, added regardless of test results. shrubs to retain natural character. Pipe Size Pipe Section Pipe Size Pipe Section and to reject unsatisfactory or defective material at any time during progress of work. C. Soil Testing G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. 1.7 EXTRA EQUIPMENT 3/4" 0-9 GPM 1 1/2" 26-34 GPM Remove rejected trees or shrubs immediately from project site. C.1. Soil tests are required for this project(see above for requirements). Test shall be provided as H. Guy and stake trees immediately after planting, as indicated. A. In addition to installed system, furnish owner with the following: 1" 10-17 GPM 2" 35-50 GPM follows: I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as A.1. Valve operating key and marker key. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM 1.4 SUBMITTALS Provide certified analysis at time of sample submitted (three samples imported topsoil). necessary for elimination of weeds. A.2. Wrench for each sprinkler head cover type. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of A. General: Submit the following in accordance with Conditions of Contract and Division 1 Amend soils per chemist's recommendations and as herein specified unless otherwise A.3. Two(2) sprinkler head bodies of each size and type. specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24"apart max). Specification Sections. approved by Landscape Architect. 3.6 SODDING NEW LAWNS Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if B. Plant and Material Certifications: C.2. Test shall include, but not limited to recommendations on chemical distributions, organic A. General: Install lawn sod in all areas designated on the drawings. A.4. Two(2) nozzles for each size and type used. required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation B.1. Certificates of inspection as required by governmental authorities. contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories B. Soil Preparation B. Store above items safely until Substantial Completion. of flush valves at end of circuit runs. B.2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. (1-800-658-3858) is required. B.1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a C. Deliver above items at Substantial Completion. E. Flush Valves: Install flush valve at end of each drip line run. B.3. Label data substantiating that plants, trees, shrubs, and planting materials comply with C.3. Contractor is responsible for whatever soil additives are recommended by the soil testing depth of eight(8) inches by approved means, then finish graded as hereinbefore described. specified requirements. laboratory. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. PART 2- PRODUCTS 3.8 SPRINKLER HEADS C. Mulch: Submit 1 gallon bag of mulch sample for approval. CA. Contractor shall coordinate, obtain and pay for all soil tests. D. Sod Placement C.5. If regenerative noxious weeds are present in the soil, remove all resultant growth including D.1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod Sod A. Flush circuit lines with full head of water prior to head installation. 2 1.5 DELIVERY, STORAGE, AND HANDLING roots throughout one-year period after acceptance of work, at no cost to Owner. layers shall be experienced, or if inexperienced, shall be constantly supervised by an .1 PIPE AND FITTINGS A.1. Install heads at level with mulch. A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against experienced foreman. The Contractor shall insure that the base immediately ahead of sod A. PVC 1120,olv ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, A.2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches (6")from drying and breaking of rolled strips. 2.2 pH ADJUSTERS layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. type. Solvent-weld type: walls and four inches (4")from other boundaries unless otherwise indicated. Keep overspray B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be Lay sod with long edges perpendicular to primary slope. A.1. Pipe: to a minimum. otherwise approved by Owner's Representative. Do not bend or bind-tie trees or shrubs in such used to adjust soil pH. D.2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. A.1.a. Pressure lines: Schedule 40 solvent weld. manner as to damage bark, break branches, or destroy natural shape. Provide protective Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to A.1.b. Lateral lines: Schedule 40 pvc. 3.9 CONTROL WIRE INSTALLATION covering during delivery. Do not drop balled and burlapped stock during delivery. 2.3 SOIL AMENDMENTS subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into A.1.c. Sleeving: Class 200 pvc. A. Bury wires beside or below main line pipe in same trench. C. Deliver trees and shrubs after preparations for planting have been competed and plant A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208) 375-5262 and NuSoil minor cracks between pieces; remove excess to avoid smothering of adjacent grass. A.2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at B. Bundle multiple wires together with tape at ten feet 10' maximum intervals. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Compost(208) 629-6912 or approved equal in equal amounts by volume. D.3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper g Yp q p g p ( ) valves, risers, etc. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum shade, protect from weather and mechanical damage, and keep roots moist by covering with B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be contact between soil and sod. Final rolling must provide a uniform surface.After final rolling, A.3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic" of i e" riser. mulch, burlap, or other acceptable means of retaining moisture. free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, g p p Yp p intervals between. D. Do no remove container-grown stock from containers until planting time. manufacturer, and content. Protect materials from deterioration during delivery and while stored healthy and vigorous growth with no dry or dead spots. A.4. Solvent: NSF approved solvent for Type I & II PVC. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to at site. DA. Add fertilizer"B" at the manufacturer's recommended application rate. B. Polyethylene Pipe connectors, or approved. root balls during delivery, storage, and handling. B.1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting E. Water sod thoroughly with a fine spray immediately after planting. B.1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where drip tubing is not 5-gram tablets 20-10-5 type or equal. F. Sodded Lawn Establishment otherwise used. 3.10 AUTOMATIC CONTROLLER 1.6 JOB CONDITIONS B.2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 F.1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of B.2. Fittings: Schedule 80 PVC. A. Install on site as approved. Verify location with Owner Representative. A. Utilities: Determine location of underground utilities and work i a manner which will avoid possible applied at the rate of ten pounds per acre. sod lawn areas until Final Acceptance of the project. B.3. Clamps: Stainless Steel. B. Install typewritten legend inside controller door. damage. hand excavate, as required. Maintain grade stakes until removal is mutually agreed B.3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic F.2. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. upon by parities concerned. Fertilizer Milorganite (6-0-2)type or equal. the Manufacturer's recommended application rate. Verify all methods of application. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or Contractor shall notify the Landscape Architect in writing that the fertilizer applications have 3.11 TESTING adverse drainage conditions, or obstruction, notify Owner's Representative before planting. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. occurred and on what dates. 2.2 SPRINKLER HEADS A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition A. Description:Appropriate for application in throw, pressure and discharge. Each type of head shall inspected and tested. W to prior conditions at project completion. 2.4 PLANT MATERIALS 3.7 MAINTENANCE be of a single manufacturer. B. Pressure testing: 0 LJ z D. Tree Protection: A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project A.1. Lawn heads: pop-up type. B.1. Make necessary provision for thoroughly bleeding the line of air and debris. - D. Existing trees to remain should be protected before any site/demolition. Tree protection area landscape work and complying with recommendations and requirements of ANSI Z60.1 Final Acceptance. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B.2. Before testing, cap all risers, and install all valves. 11 Ld is defined as the area within the drip line diameter. "American Standard for Nursery Stock". B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for B.3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for w 0 D.2. Place protective fencing around a tree protection zone. Protective fencing shold consist of B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset 2.3 AUTOMATIC CONTROL SYSTEM leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. a_0U) highly visible, physical barrier(a minimum 6-foot high chain-link fence is recommended)to be configuration recommended by ANSI Z60.1 for type and species required. Single stem trees trees and shrubs to proper grades or vertical position as required. Restore or replace damaged A. General Furnish low voltage system manufactured expressly for control of automatic circuit B.4. Fill all zone lines with water to static pressure. Hold for 15 minutes.lns ect for leakage. 0 Q placed 10-feet outside the dripline of the tree(s). except where special forms are shown or listed. wrappings. Spray as required to keep trees and shrubs free of insects and disease. g y p y p p g a 0 valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as B.5. Contractor shall provide all required testing equipment and personnel. Test shall be 3:Z D. Do not strip topsoil or grub under story within protection area. The tree under story to be C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as indicated. performed in presence of Landscape Architect. Contractor shall make notice of test(48) =Z removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. of canes required by ANSI Z60.1 for type and height of shrub. tolling, regrading and replanting as required to establish a smooth, acceptable lawn,free of 00 DA. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. eroded or bare areas. B. Control Enclosure: Manufacturers standard wall mount with locking cover, complying with NFPA hours in advance. �w area. Dimensions indicate minimums read for spreading and semi-spreading type evergreens and D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable 70. B.6. Provide required testing equipment and personnel. p p 9 p 9 Yp 9 P 9 q p o� D.5. Prohibit dumping of refuse, chemicals, and other materials and puddling or running water height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. lawn. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for B.7. Repair leaks, and retest until acceptance by the Landscape Architect. Y that may inure tree growth. Provide normal quality evergreens with well balanced form complyingwith re requirements for other manual or automatic operation of each circuit. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if L Z Li 0 Y 1 9 q Y 9 q 9 p p p Y p 9 Z Q) �r D.6. Prohibit cutting, breaking, and skinning of branches and roots.All pruning of branches and size relationships to the primary dimension shown. 3.8 CLEANUP AND PROTECTION D. Timing Device:Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, Vi roots is to be performed by a Certified Arborist. A. During landscape work, keep pavements clean and work area in an orderly condition. any day in a 7 or 14 day period. orifices and/or adjustment as directed to provide uniform coverage. a oZ J D.7. Prohibit skinning and bruising of bark. 2.5 GRASS MATERIALS B. Protect landscape work and materials from damage due to landscape operations, operations by E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type D. Final inspection: o G m W D.8. No changes in grade should be made within the dripline of existing trees. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds other contractors and trades, and trespassers. Maintain protection during installation and AWG-UF, UL approved. V) 0 D.1. Clean, adjust, and balance all systems. Verify that: a 10-0 D. Temporary irrigation is highly recommended for all remaining trees during construction. This and undesirable native grasses. Provide only sod capable of growth and development when maintenance periods. Treat, repair, or replace damaged landscape work as directed. D.1.a. Remote control valves are properly balanced; z 0 0 U, system should provide adequate coverage and quantity of water during all phases of planted (viable, not dormant). 0 2.4 VALVING D.1.b. Heads are properly adjusted for radius and arc of coverage; Z o X L)m construction. A.1. Provide sod of uniform pad sizes with maximum 5/o deviation in either length or width. 3.9 INSPECTION AND ACCEPTANCE A. Manual valves: brass or bronze for direct burial, ate valves 150 pound class threaded Z o 0 J D.10. Before the contractor leaves the site, all existing trees which have been damaged due to Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of A. When landscape work is completed, including maintenance, Landscape Architect will, upon g p D.1.c. The installed system is workable, clean and efficient. _ N�'N= construction should be repaired/replaced at the ex expenses of the contractor. supporting o connection with cross type handle designed to receive operating key. p pporting their own weight when suspended vertically with a firm grasp on upper 10/o of request, make an inspection to determine acceptability. E. Winterization: Winterize system at the end of first season of system operation. Review procedures W -0= E. Excavation Around Trees: pad will be rejected. B. When inspected landscape work does not comply with requirements, replace rejected work and B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power with Owner's Representative. 2 0 0 of Z E.1. Where trenching is required in the vicinity of the tree, proceed as follows: B. Provide sod composed of: Rhizomatous Tall Fescue RTF from the The Turf Company, Meridian, continues specified maintenance until reinspected b Landscape Architect and found to be solenoid control, normally closed, with manual flow adjustment; same manufacturer as control Y Ln o 9 q Y p P ( ) P Y, p p Y p o 3 m J H E.1.a. As the trench approaches the drip line of the tree, dig by hand until the roots ID (208) 888-3760 or approved equal. acceptable. Remove rejected plants and materials promptly from project site. unit. END OF SECTION o z Q encountered are two inches or larger in diameter. B.1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected = vi 0 V) E.1.b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the 2.6 MISCELLANEOUS LANDSCAPE MATERIALS to potable water. m J D70N 0)0 Z a tree between the two trenches at a depth of 4 feet. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard END OF SECTION B.2. Drip Control Zone Kit: Hunter PCZ-101. 0 0 X z Z E.1.c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve Z j Z z inches in diameter. Do not cut main lateral roots or tap roots. mix in accordance with manufacturer's instructions. grouping. < =w 0 E.2. Where excavating for new construction is required in soil containing the roots of the tree, B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in SECTION 32 84 00- IRRIGATION (PERFORMANCE) D. Manual drain valves: 0 °o>r hand excavate to minimize damage to root system. Use narrow tine spading forks and comb appearance, and shall contain no toxic substance detrimental to plant life. 7) 0 Qf W D. Bronze construction, straight type, 150 pound class, threaded connections, with cross typeLO -Ln(L,l- soil to expose roots are encountered, expose beyond excavation limits as required to bend C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or PART 1 -GENERAL operating handle designed to receive operating key. Calco, Champion 100, or approved co Q o} and relocate without breaking. redwood,free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, equal. a E-�-m E.3. If root relocation is not practical, cut roots approximately 3 inches back from new pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less z 1.1 CONDITIONS AND REQUIREMENTS: D.2. Size: 3/4 inch. 'o.N�o construction. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, z a-�Q E.4. An digging or cutting that tears roots or disturbs soil beyond the grading limit is and size to protect tree trunks from damage b wires. A. General and Supplementary Conditions, and Division 1 General Requirements. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 0 E'Xt-a y gg g g y g g p g Y BRODY SQUARE a i Q)z o unacceptable. All roots larger than one inch much be cut by a Certified Arborist. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). � 0 0,Z Q E.5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary Part 3- EXECUTION 1.2 SUMMARY G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. CD U o Q Q support and protect roots against damage until permanently relocated and covered with A. Work included: H. Air Relief Valve: Netafim Model TLAVRV. LANDSCAPE SPECS 0 Q X Z z backfill. 3.1 PREPARATION -GENERAL A.1. Provide and install a complete and operating automatic irrigation system for all lawn and 0 F. Construction Pruning: A. General Contractor shall be responsible for excavating planting areas to appropriate depths for planting areas. 2.5 MISCELLANEOUS ° =N F.1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been placement of topsoil as specified herein. A.2. Connect to main water supply at existing site stubout as provided. a Uj 0 0 00 Pp Y 9 p A. Chemicals: primer and solvent glue as required by pipe manufacturer. 0 W= cut, Arborist shall prune the tree to compensate for the root loss and prune any low limbs B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and MERIDIAN I D 0 X Z D A.3. Sleeving under paved areas B. Valve box-high impact plastic, green in color. a X Li Q which may interfere with construction activities. Compensate in approximate direct proportion outline areas and secure Architect's acceptance before start of planting work. Make minor A.4. Obtain and a for all ermits and fees for the work of this section. g p p g 0 0 X W Z to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned adjustments as may be required. pay p C. Valve cover and frame-compatible with valve box with provision for locking. o o x�W o � and construction pruned tree shall be fertilized by the landscape contractor by broadcasting A.5. Perform work on a design/construct basis, subject to the requirements of the Contract D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. o Z Documents, applicable codes, and good design n practice. Kio m1ey >>> Horn im 0 0 0 N� sulfur coated area 38-0-0 at the rate of 5 a lbs. per 1,000 square feet over the root zones of 3.2 PREPARATION OF PLANTING SOIL pp g g p z N X 00 the trees. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous A.6. Winterization of system. PART 3- EXECUTION a �y�0� materials harmful or toxic to plant growth. ,., W z- p g U 2020 K1�1LCY ORN ,AND ,ASSOCIAT-S; \2. ') a� 1.7 SEQUENCING AND SCHEDULING B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer If 1.3 SUBMITTALS o' o c�0E-Z 3.1 GENERAL ��0 Bc��nock heel, �ui�e 1'00 x�0 w LJ A. Planting Time: Proceed with and complete landscape work as rapidly as portions of the site planting will not follow placing of planting soil in a few days. A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: A. Install system to provide for adequate protection against freeze damage. Boise, Idaho 83702 208 297-2885 0 �X 0 D become available, working within seasonal limitations for each kind of landscape work required. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. � 00A. Manufacturer's printed product information and catalog cut sheets for all system components; B. Installs stem in accordance with approved Contractor design drawings. All deviations from the DESIGNED DRAWN CHECKED C)0 A.1. Plant or install all plant materials during normal planting seasons from 15 March to 15 Shrub Areas: 1/3 compost, 2/3 topsoil. Y pp g g ,0,01 ••••.. W N E five copies. . • a W p plans must be approved, and clear) recorded on record drawing. . OF X�_- November. Fertilizer: Per soil test and manufacture's recommendations. p pp � y g .• �� IO •. GM W GM W ACP N a I ,� B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout C. Installs stem and components in strict accordance with manufacturer's recommendations. 811 . .•_ �P 9� �'. z�I o=Z A.2. Correlate planting with specified maintenance periods to provide maintenance from date of C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and details illustrating location and type of head, type and size of valve, piping circuits, circuit Y p `' �,� s DEBoy ° '; SCALE (H): N/A Z o� sustantial completion. and mix thoroughly before planting. D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations \ / . ,� * . � E Ln W GPM, pipe size, controls, and accessories. � / p SCALE V : N/A W x w Z B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to p p or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at ( ) E E =a C. Record Drawings: At completion of this work, submit to the Contractor: valve boxes where Knowwmftbelow ; - C, p DATE: SHEET NO. 0 o>w w planting of lawns, unless otherwise acceptable to Owners Representative. If planting of trees and practical. ■ W o Call before you dig. LA-16 74 ti: 10 12 2020 shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting ;�� . L 0~w CALL 2 BUSINESS DAYS • & �� W PROJECT NO. 0 o Z a from planting operations. 3.2 SURFACE CONDITIONS IN ADVANCE BEFORE O•. 1� Pam.•• 14 0 I X w� YOU DIG GRADE OR �* C Z ..U �m E oz EXCAVATE FOR UNDERGROUNDHE �••�•��SC��:�..•. 291015009 a E v)00 MARKING OF •••■■■■•�� W -,w 0 Q MEMBER UTILITIES 10�12�2020 DWG. NAME w jX r`0 5009-LS.dw of 14 shts