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HomeMy WebLinkAboutLandscape Plans V1SITE DATA �o 0 m Jv `c a-N I �'o C3 N O s o0UW N Kim �owI NNyi Tp, N �oi xEN �H Vi Jm0 .. moz o H-Z o =< CNN =-p c -o Om. ao�w �N� =x x �o E— m mWz o Aso 0 1a u<oo< a n Fo C fp wF aT wa popo OWE xNa 0 yww o I it k o0Z mnw5 N xoo > Z<� U Z lo xws =NUU a X60 NE a F lo.Z EOMo /xw6 o�ww LANDSCAPE IMPROVEMENT PLANS FOR BRODY SQUARE A PORTION OF THE SW 4 OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST ADA COUNTY, IDAHO ZONING: R-8 GROSS ACREAGE: 15.00 AC NET ACREAGE: 13.90 AC TOTAL NUMBER OF LOTS: 73 NUMBER OF BUILDING LOTS: 64 NUMBER OF COMMON LOTS: 9 GROSS DENSITY: 4.27 DUiAC DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL 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. BOISE, ID 83704 PHOENIX, AZ 85020 TELEPHONE: (480) 401-0800 950 BANNOCK STREET SUITE 1100 PHONE: 83 846-8570 PH: PHOENIX, AZ 8 06 CONTACT: RANDY CLARNO BOIPHONE: E, IDAHO 83728 CONTACT: CODY MCCAMMON, PLS CONTACT: ANNE DEBOARD, PLA PHONE: (208) 297-2885 CONTACT: BRANDON MCDOUGALD, PE PLANTING LEGEND MATERIALS LEGEND DECIDUOUS TREES EVERGREEN TREES EVERGREEN TREES TREE # BOTANICAL NAME COMMON NAME HEIGHT CALIPER TREE # BOTANICAL NAME COMMON NAME HEIGHT BOTANICAL NAME/COMMON NAME SIZE CITY DESCRIPTION QTY 1 Acer x freemanni 'Autumn Blaze' Freeman Maple 30' 10" 72 Juniperus scopulorum'Wichita Blue' Rocky Mountain Wichita Blue 12' Juniperus scopulorum'Moonglow' 6-8' Ht. B&B 8 Festuca rubra 4,170 SF 2 Acer x freemanni 'Autumn Blaze' Freeman Maple 30' 10" 73 Juniperus scopulorum'Wichita Blue' Rocky Mountain Wichita Blue 12' Moon Glow Juniper Unmown Red Fescue 3 Acerxfreemanni'Autumn Blaze' Freeman Maple 30' 12" 74 Juniperus scopulorum'Wichita Blue' Rocky Mountain Wichita Blue 15' 0 Pinus flexilis 'Vanderwolf's' 6-8'Ht.B&B 12 Lawn 40,215SF 4 Acerxfreemanni 'Autumn Blaze' Freeman Maple 35' 18" 75 Sequoiadendrongiganteum Giant Sequoia 20' Vanderwolf's Pine Blue Grass/Rye Sod 5 Acerxfreemanni'Autumn Blaze' Freeman Maple 35' 20" 76 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' XX Transplanted Evergreen Tree Varies, See Table 16 0 Seed Mix 13,025 SF 6 Acerxfreemanni'Autumn Blaze' Freeman Maple 35' 20" 77 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' See Sheet 09, Detail 8 for Grass Types and Quantities 7 Betula nigra River Birch 20' 5" 78 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' NOT Bark Mulch 29,070 SF 8 Betula nigra River Birch 20' 5" 79 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' SHOWN 3" Depth, Shredded Organic Hardwood 9 Betula nigra River Birch (Multi -Stemmed) 20' 5" 80 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' SHADE TREES Aluminum Edging 2,040 LF 10 Betula nigra River Birch (Multi -Stemmed) 30' 9" 81 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' QTY BOTANICAL NAME /COMMON NAME SIZE a occidentalis'Emerald Green' 11 Cercis canadensis Redbud 16' 4" 82 Thuja Emerald Green Arborvitae 6' XX Transplanted Deciduous Tree Varies, See Table 71 12 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 20' 5" 83 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' 0 6' Solid Vinyl Fence Along Landscape Buffers, 4,070 LF 13 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 20' 5" 84 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' Property Perimeter, and Side Lots, Typ. 14 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 20' 5" 85 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' X 6' Open Vision Vinyl Slat Top Fence Along Common 1,230 LF 15 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 20' 5" 86 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' EXISTING TREES Areas, Typ. 16 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 25' 6" 87 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6' -0 o- 6' Concrete Perimeter Wall Along Property Boundary 165 LF 17 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 25' 6" V 1 of Block 1, Lots 7, 8, and 9, Typ. 18 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 25' 6" Existing Evergreen Tree to Remain Gazebo by Classic Recreation Systems 1 EA 19 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 25' 6" d h Existing Deciduous Tree to Remain 20'X 20' 20 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 25' 6" LANDSCAPE REQUIREMENTS Charleston Model 21 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 25' 6" REQUIREMENT REQUIRED PROVIDED *111"'IN111-11 * 22 Fraxinus americana'Autumn Purple' Autumn Purple Ash 25' 6" Existing Evergreen Tree to Be Removed or Transplanted Picnic Table: By FairWeather Site Furnishings 2 EA Model: F-5P, Length: 6', Color: Black Steel and Weathered Wood 23 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 25' 6" STREET BUFFER Existing Deciduous Tree to Be Removed or Transplanted * Recycled Plastic 24 Fraxinus pennsylvanica 'Summit' Summit Green Ash 30' 8" . ONE (1) TREE PER 35 LF 958 LF/35 LF = 27 TREES 35 TREES (D 25 Fraxinus pennsylvanica 'Summit' Summit Green Ash 30' 8" * Existing Trees to be Removed Unless Otherwise Noted on Plans Bench: Plaza Series Model: PL-3, Length: 6', Color: Black by FairWeather Site Furnishings 3 EA 26 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" •• BLACK CAT RD: 958 LF x 25 LF ** See Code Table for Landscape Mitigation Requirements 27 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" QUALIFIED OPEN SPACE O Trash Receptacle: By FairWeather Site Furnishings 1 EA 28 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" SHRUBS O Model: TR-12, Spun Dome Top with 30 Gallon Liner, Color: Black 29 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4'' • ONE (1) DECIDUOUS TREE PER 78,843 SF/8,000 SF = 10 DECIDUOUS 37 DECIDUOUS TREES BOTANICAL NAME/COMMON NAME SIZE QTY 30 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" EVERY 8,000 SF TREES 30 EVERGREEN TREES Cornus alba 'Bailhalo' 5 Gal. 60 LANDSCAPE NOTES 31 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" •• 78,843 SF (1.81 AC) OF OPEN SPACE Ivory Halo Dogwood 1. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF 32 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" ® Lavandula angustifolia'Hidcote Blue' 5 Gal. 65 MERIDIAN ORDINANCE REQUIREMENTS. 33 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" PATHWAY Hidcote Blue English Lavender 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC 34 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" 0 ONE (1) TREE PER EVERY 100 LF 900 LF/100 LF = 9 TREES 9 TREES 0 Lavandula angustifolia 'Thumbelina Leigh' 5 Gal. 6 UNDERGROUND IRRIGATION SYSTEM. 35 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" .. 900 LF OF PATHWAY Thumbelina Leigh English Lavender 3. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLES AT ALL INTERSECTIONS, 36 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" U Physocarpus opulifolius'Dart's Gold' 5 Gal. 31 NO CONIFEROUS TREES OR SHRUBS OVER THIGH AT MATURITY WILL BE 37 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18' 4" TOTAL TREES: 46 TREES 111 TREES* Darts Gold Ninebark LOCATED WITHIN VISION TRIANGLE OR ACHD ROW. AS TREES MATURE, 38 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" o Physocarpus opulifolius'Donna May' S Gal. 60 THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO 39 Gleditsia triacanthos'Skyline' Skyline Honeylocust 18, 4" Little Devil Ninebark MEET ACHD REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY WITHIN 40 Gleditsia triacanthos'Skyline' Skyline Honeylocust 20' 6" ® Rhamnus frangula'Ron Williams' 5 Gal. 44 40' STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED Gleditsia triacanthos'Sk line' Skyline Honeylocust PER CITY OF MERIDIAN CITY FORESTER, 1,038 CAL INCHES SHALL BE MITIGATED FOR. Fine Line Buckthorn 41 Y Y Y 20' 6" NO CLOSER THAN 50' FROM INTERSECTION STOP SIGNS. TREES SHALL NOT 42 Gleditsia triacanthos'Skyline' Skyline Honeylocust 24' 8" Rhus aromatica'Gro-Low' S Gal. 16 BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY EXTRA TREES PROVIDED ABOVE THOSE REQUIRED FOR MITIGATION Gro-Low Sumac 43 Gleditsia triacanthos'Skyline' Skyline Honeylocust 30' 10" MITIGATION REQUIREMENT: 1,038 CAL INCHES le C9 Ribes alpinum'Green Mound' S Gal. 47 LINES. Profusion Crabapple 44 Malus'Profusion' PP 18' 4" PROVIDING 35 (304 CAL INCHES) OF TRANSPLANTED DECIDUOUS TREES, 4 (90 CAL INCHES) OF Green Mound Alpine Currant 4. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR 45 Ma I us 'Profusion' Profusion Crabapple 20' 6" EVERGREEN TREES TO REMAIN IN PLACE, AND 16 TRANSPLANTED EVERGREEN TREES RANGING Profusion Crabapple ® Rosa 'Flower Carpet-Noare' 3 Gal. 64 SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO CITY 46 Malus'Profusion' (Multi -Stemmed) 14' 4" FROM 6'-20' IN HEIGHT, CALIPER SIZES UNKNOWN Red Flower Carpet Rose FORESTER'S PRE -APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY 47 Ma I us 'Profusion' Profusion Crabapple (Multi -Stemmed) 14' 5" GRASSES BE ALTERED DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND 48 Ma I us 'Profusion' Profusion Crabapple (Multi -Stemmed) 14' 5" WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, BOTANICAL NAME/COMMON NAME SIZE QTY 49 Malus'Profusion' Profusion Crabapple (Multi -Stemmed) 14' S" AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE Bouteloua gracilis 'Blonde Ambition' 1 Gal. 22 COMPLETELY REMOVED FROM TREES. 50 Ma I us 'Profusion' Profusion Crabapple (Multi -Stemmed) 14' 5" Blue Grama Grass 5. ALL EXISTING TREES TO BE REMOVED WILL BE MITIGATED FOR WITHIN THE 51 Malus'Spring Snow' Spring Snow Crabapple 18, 7" Calamagrostis arundinacea'K.F.' 1 Gal. 65 COMMON LOTS AND LANDSCAPE BUFFERS. SEE LANDSCAPE CALCULATIONS 52 Malus'Spring Snow' Spring Snow Crabapple 18, 7" Karl Foerster Reed Grass FOR TREE MITIGATION CALCULATIONS. 53 Malus'Spring Snow' Spring Snow Crabapple 18, 7" 31E Helictotrichon sempervirens 1 Gal. 30 Malus'Spring Snow' Spring Snow Crabapple 6. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING 54 P g P g PP 18' 7" Blue oat Grass BRODY SQUARE CONSTRUCTION WITH PROTECTIVE FENCING. 55 Malus'Spring Snow' Spring Snow Crabapple 18, 7" MMaidn G sinensis'Gracillimus' 1 Gal. 20 7. ALL LANDSCAPING WITHIN THE BASINS MUST BE PER 2017 ACHD 56 Malus'Spring Snow' Spring Snow Crabapple 18, 7" Maiden Grass Schizachyrium scoparium 'Standing Ovation' 1Gal. 4 VEGETATION GUIDELINE MANUAL. 57 Malus'Spring Snow' Spring Snow Crabapple 18' 7" LANDSCAPE COVER Standing Ovation Little Bluestem 58 Malus'Spring Snow' Spring Snow Crabapple 18' 7" PERENNIALS 59 Malus'Spring Snow' Spring Snow Crabapple 20' 7" BOTANICAL NAME/COMMON NAME SIZE QTY 60 Malus'Spring Snow' Spring Snow Crabapple 25' 8" MERIDIAN, ID 61 Malus'Spring Snow' Spring Snow Crabapple 25' 9" ® Achilles eduction 'Saucy Seduction' 1 Gal. 6 Kimley*Horn Saucy Seduction Yarrow 62 Prunus virginiana Chokecherry (Multi -Stemmed) 18' S" ® Echinacea purpurea 1 Gal. 46 63 Prunus virginiana Chokecherry (Multi -Stemmed) 18' 5" Purple Coneflower 64 Prunus virginiana Chokecherry (Multi -Stemmed) 18' 5" © 2021 KIMLEY-HORN AND ASSOCIATES, INC. O Gaillardia x'Arizona Sun' 1 Gal. 80 65 Prunus virginiana Chokecherry (Multi -Stemmed) 22' 6" 950 Bannock Street, Suite 1100 Arizona Sun Gaillardia 66 Quercus rubra Red Oak 35' 12" Boise, Idaho 83702 208 297-2885 0 Hemerocallis'Stella de Oro' 1 Gal. 46 67 Tilia cordata Littleleaf Linden 20' 5" DESIGNED I DRAWN I CHECKED Stella de Oro Daylily •'�'� o1-70 'o GMW GMW ASD Penstemon digitalis 'Husker Red' 1 Gal. 42 68 Tilia cordata Littleleaf Linden 20' S" 0�1 , s�P s. De quo Husker Red Penstemon 69 Tilia cordata Littleleaf Linden 25' 6" {w go SCALE (H): N/A p Rudbeckia fulgida'Goldstrum' 1 Gal. 134 70 Tilia cordata Littleleaf Linden 25' 7" * ' SCALE V : N/A Black Eyed Susan 71 Izelkovaserrata Japanese zelkova (Multi -Stemmed) 30' 12" ""°" "hm.below. c, e DATE: SHEET NC Call neroreyo"dig. LA-16 74 ; 5 24 2021 Q+ Sedum rupestre'Angelina' 1 Gal. 12 CALL 2 BUSINESS DAYS ;s IN ADVANCE BEFORE G�0 PROJECT N0. O 1 Angelina Stonecrop YOU DIG, GRADE, OR A*m �'� `� EXCAVATE FOR THE 291015009 MARKING OFUNDERGROUND •05/1 /202• DWG. NAME MEMBER UTILITIES U5�19�2021 5009-LS.dw of 14 sn n i APPROVED PLANTING LEGEND E 711 om<90 Irill IW W I ;f% ..:�;�;x�:,: IW I W (.;.. N I W I W I . 1x-14. EXISTING TREE TO BE TRANSPLANTED, TYP. EXISTING TREE TO BE o w W W TRANSPLANTED, I.;:;:h:�.;:1.4%: a TYP. I;.;.(...�.;: LANDSCAPE BUFFER W W W W W I I - . O '„ + 00 I EXISTING TREE - TO REMAIN IN PLACE, TYP. I I` 6' SOLID VINYL FENCE, TYP. 6' CONCRETE PERIMETER EXISTING PROPERTY LINE SEE DETAIL 3, SHEET 10 WALL, TYP. TREES TO REMAIN IN / PLACE, TYP. I I I I I I BLOCK 1 I I I I I I 11 I 10 I 9 8 7 I I I I I I I I in N i r i w /12 N a \-6' SOLID VINYL FENCE, TYP. SEE DETAIL 3, SHEET 10 / / 13 / D 0 I I 9 D I Q Y 14 i 0 00 Z I D I 15 I I I BLOCK 1 X 47' D I R/W — -- 16-- -- 33' B/C I 5' S/W MATCHLINE — SEE SHEET 04 W. WAPOOT ST. O Lo \ 7 m N PROP. STREET LIGHT, TYP. O -� I I I I I I I I I — I I I I�PROP. FH I F-- 5' S/W 0 4 91 6' SOLID VINYL FENCE, TYP SEE DETAIL 3, SHEET 10 BLOCK 3 %1 NORTH GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1 "=20' 02 03 04 05 06 07 KEY MAP NOT TO SCALE EVERGREEN TREES BOTANICAL NAME/COMMON NAME SIZE Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B Moon Glow Juniper Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B Vanderwolf's Pine XX Transplanted Evergreen Tree Varies, See Table SHADE TREES BOTANICAL NAME/COMMON NAME SIZE XX Transplanted Deciduous Tree Varies, See Table SHRUBS BOTANICAL NAME/COMMON NAME SIZE (j) Ivory Halo Dogwood 5 Gal. ® Hidcote Blue English Lavender 5 Gal. * Thumbelina Leigh English Lavender 5 Gal. 0 Darts Gold Ninebark 5 Gal. O Little Devil Ninebark 5 Gal. Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. C5 Green Mound Alpine Currant 5 Gal. 8 Red Flower Carpet Rose 3 Gal. GRASSES BOTANICAL NAME/COMMON NAME SIZE Blue Grama Grass 1 Gal. ti} Karl Foerster Reed Grass 1 Gal. Cl Blue Oat Grass 1 Gal. Maiden Grass 1 Gal. + Standing Ovation Little Bluestem 1 Gal. PERENNIALS BOTANICAL NAME/COMMON NAME SIZE ® Saucy Seduction Yarrow 1 Gal. ® Purple Coneflower 1 Gal. 0 Arizona Sun Gaillardia 1 Gal. Stella de Oro Daylily 1 Gal. Husker Red Penstemon 1 Gal. 0 Black Eyed Susan 1 Gal. Q+ Angelina Stonecrop 1 Gal. MATERIALS LEGEND DESCRIPTION Festuca rubra Unmown Red Fescue Lawn Bluegrass/Rye Sod Seed Mix See Sheet 09, Detail 8 for Grass Types and Quantities J Aluminum Edging Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED PLANTING LEGEND I EXISTING TREES TO REMAIN IN PLACE, TYP. 6' SOLID VINYL FENCE, TYP. PROPERTY LINE SEE DETAIL 3, SHEET 10 I I I I I i I BLOCK 1 I I I I I I I I I I I I I I I I I I I I I I I I 6 I 5 I 4 I 3 I 2 I 1 I I I I I I I I I I I I H Uj _ � M � W. WAPOOT ST. 87 m 0 86 37 38LLJ S LLl 40' I 40 OI 07 _ � I I LLJ Zk _0 W R0982010025 Q � NOT A PART f : 68 BLOCK 3 \ i BLOCK 5 / ''''' 0 PROP. STREET LIGHT, TYP. I 20 I SIGHT VISIBILITY 10 SIGHT VISIBILITY TRIANGLE TRIANGLE I .{: I. ;t. Q I j •'�' 6' OPEN VISION VINYL :� =� SLAT TOP FENCE, TYP. I PROPERTY LINE SEE DETAIL 1, SHEET 10 m 19 48 1 1 1 47' .. ,I...«,,..j..«,�. R/W 6' SOLID VINYL FENCE, TYP. a -- -- -- -- I 33' -- SEE DETAIL 3, SHEET 10 B/C 6' PATH, TYP. 5' I 5' 8 .1 :. 18 C C X X X X X X X X X X X X X X X X X X X X X, X X X X XIX X X X X X X X X X X X X X X X X X MATCHLINE - SEE SHEET 05 -17RTH1 GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1 "=20' KEY MAP NOT TO SCALE EVERGREEN TREES BOTANICAL NAME/COMMON NAME SIZE Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B Moon Glow Juniper Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B Vanderwolf's Pine XX Transplanted Evergreen Tree Varies, See Table SHADE TREES BOTANICAL NAME/COMMON NAME SIZE XX Transplanted Deciduous Tree Varies, See Table SHRUBS BOTANICAL NAME/COMMON NAME SIZE (j) Ivory Halo Dogwood 5 Gal. ® Hidcote Blue English Lavender 5 Gal. * Thumbelina Leigh English Lavender 5 Gal. 0 Darts Gold Ninebark 5 Gal. O Little Devil Ninebark 5 Gal. Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. C5 Green Mound Alpine Currant 5 Gal. 8 Red Flower Carpet Rose 3 Gal. GRASSES BOTANICAL NAME/COMMON NAME SIZE Blue Grama Grass 1 Gal. ti} Karl Foerster Reed Grass 1 Gal. Cl Blue Oat Grass 1 Gal. Maiden Grass 1 Gal. + Standing Ovation Little Bluestem 1 Gal. PERENNIALS BOTANICAL NAME/COMMON NAME SIZE ® Saucy Seduction Yarrow 1 Gal. ® Purple Coneflower 1 Gal. 0 Arizona Sun Gaillardia 1 Gal. Stella de Oro Daylily 1 Gal. 0 Husker Red Penstemon 1 Gal. 0 Black Eyed Susan 1 Gal. Q+ Angelina Stonecrop 1 Gal. MATERIALS LEGEND DESCRIPTION Festuca rubra Unmown Red Fescue Lawn Bluegrass/Rye Sod Seed Mix See Sheet 09, Detail 8 for Grass Types and Quantities J Aluminum Edging Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED MATCHLINE - SEE SHEET 02 7 CD , im vi Imo o o'Qz9 0 < >w oN� mom o ��o E xNd omz 0 30, `z PROP. STREET LIGHT, TYP.: I i I w I � i I :f:•.• o I I I l:;.I. w I I W 11'xdxf, w I I l • •'I•'•I•: �, I I. •I.;.C.; �, I W w I ;t;. •. I W W W ' LANDSCAPE BUFFER •1•. aI:•':I�'�'� W 0 1 I I , ' IW I I I;�;:•:i.;y,t I � W I W I I : I;:•I: W I V I f.•I• :f:•:F: Im C }:t' W I ENTRY COLUMN, TYP. I W 1 STANDING OVATION LITTLE BLUESTEM I PER PLANTER SEE SHEET 12 2 T�\ .\: o � I \ — — — — — — — 40' i _ I SIGHT T VISIBILITY _ TRIANGLES, TYP. 40' f / 41 I I / {:... I :::':1: rr ENTRY COLUMN, TYP. 1 STANDING OVATION LITTLE BLUESTEM PER PLANTER„ SEE SHEET 12 1 18-- -- -- — —-- II I I 17 I I 4� `6' SOLID VINYL FENCE, TYP. SEE DETAIL 3, SHEET 10 18 I I S/W 19 I I I D I 3 D I 20 47' R/V O 33' B /C I D BLOCK 1 PROP. STREET LIGHT, TYP. �� I I 21 GRASSCRETE ACCESS ROAD, WITH DELINEATED 83 15 EDGE PER ACHD DETAIL N0. 3, TYP. 84 14 I I I I I I I I I I I 0 "I 6 7 M BLOCK 3 6' OPEN VISION VINYL SLAT TOP FENCE, TYP. SEE DETAIL 1, SHEET 10 -----rt-----------——='----=- 85 IW PROP. FH - •.� ., .• ..� W .� .� •�. .�/ �. I BENCH, TYP. W W / SEE DETAIL 4, SHEET 10 — L 40' SIGHT VISIBILITY TRIANGLE 40' 82 " 11TAIL 81 'SOLID VINYLFENCE, TYP.SHEETSEE E103, MATCHLINE - SEE SHEET 06 O r ENTRY + MONUMENT, SEE SHEET 13 + + O S + + o + Q 6 + o _ W W + w + 1 + 6' PATH, W W TYP. _o O 0 o 0 ®Ck'�- O 6' PATH, TYP. 1 ® 61 I ® GAZEBO ® SEE SHEET 11 _ I o• W I 1 I o SEAT WALL > 'SEE DETAIL 8, SHEET 11 W 59 W W W W W W W W oQ ®, IWWWWW 1 LO O H LLI LLI 2 N LLI LLI N I LLI Z J U H Q NORTH GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1 "=20' 02 03 04 05 06 07 KEY MAP NOT TO SCALE PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME/COMMON NAME SIZE Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B Moon Glow Juniper Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B Vanderwolf's Pine XX Transplanted Evergreen Tree Varies, See Table SHADE TREES BOTANICAL NAME/COMMON NAME SIZE XX Transplanted Deciduous Tree Varies, See Table SHRUBS BOTANICAL NAME/COMMON NAME SIZE (j) Ivory Halo Dogwood 5 Gal. ® Hidcote Blue English Lavender 5 Gal. * Thumbelina Leigh English Lavender 5 Gal. O Darts Gold Ninebark 5 Gal. O Little Devil Ninebark 5 Gal. Fine Line Buckthorn 5 Gal. jq Gro-Low Sumac 5 Gal. C5 Green Mound Alpine Currant 5 Gal. 8 Red Flower Carpet Rose 3 Gal. GRASSES BOTANICAL NAME/COMMON NAME SIZE # Blue Grama Grass 1 Gal. ti} Karl Foerster Reed Grass 1 Gal. Cl Blue Oat Grass 1 Gal. Maiden Grass 1 Gal. + Standing Ovation Little Bluestem 1 Gal. PERENNIALS BOTANICAL NAME/COMMON NAME SIZE ® Saucy Seduction Yarrow 1 Gal. ® Purple Coneflower 1 Gal. 0 Arizona Sun Gaillardia 1 Gal. Stella de Oro Daylily 1 Gal. 0 Husker Red Penstemon 1 Gal. 0 Black Eyed Susan 1 Gal. Q+ Angelina Stonecrop 1 Gal. MATERIALS LEGEND DESCRIPTION Festuca rubra Unmown Red Fescue Lawn Bluegrass/Rye Sod Seed Mix See Sheet 09, Detail 8 for Grass Types and Quantities J Aluminum Edging Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED MATCHLINE — SEE SHEET 03 7 CD Io - im I ow< o� o QH9 o z< om� oN� E 6m o ��o [':7:::a•0 53 17 47 I :x::�:;:: 16 — — 15 1• {' 6' PATH, TYP. �`.`.` EXISTING TREES TO BE TRANSPLANTED, TYP. ;:�.;.;.•1•.•.•.•.+.•.•.• BLOCK 3 { ...;.1.::;:: 0 o LLJ 14LLJ I N; 6' OPEN VISION VINYL LLJ ;j; ': SLAT TOP FENCE, TYP. LLJ :.�;: ' SEE DETAIL 1, SHEET 10 N LI.1 Z ; ;...... I 47' 33' B/C a O CX IM • 1 i0 GRASSCRETE ACCESS ROAD, WITH DELINEATED EDGE PER ACHD DETAIL NO. 3, TYP. I I PROP. FH I BLOCK 5 6 EXISTING TREE TO BE TRANSPLANTED, TYP. 1 5, I S/W I I I 5 I 4 I I I I I 3 0 .'.... 0� ------ _— — — 72 73 O� •®� I I — — EXISTING_ � -- I _ _.,,,\, PUMP TREE TO BE I'J' - HOUSE TRANSPLANTED, 7 J', EXISTING TREE TO TYP. — — — EXISTING TREES r i TO REMAIN IN BE TRANSPLANTED, PLACE, TYP. I TYP. 9 POND \ 0 I \ --- - PROP. TRAFFIC. 1CALMING CHOKER PROP. STREET \ 27 LIGHT, TYP. 29 28 --- 26 SIGHT \ 30 f i VISIBILITY TRIANGLES, �® TYP. 58 _ 57 BENCH, TYP. W W SEE DETAIL® o W 4, SHEET 10 W 0 _ W 0000 I / 6' PATH, TYP. x T ai 3i/IA. hliV J P/ ROP. FH MATCHLINE — SEE SHEET 07 eis�=161 Lo 40' 40' 001 E. DAPHNE ST W W W U-)IV 31 BLOCK OCCC 1 `{ 32 6' SOLID VINYL FENCE, TYP. SEE DETAIL 3 SHEET 10 PROPERTY LINE APN: R0982010025 NOT A PART ,,,-6' SOLID VINYL FENCE, TYP. SEE DETAIL 3 SHEET 10 NORTH GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1 "=20' 02 1 03 04 06 I 07 KEY MAP NOT TO SCALE PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME/COMMON NAME SIZE Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B Moon Glow Juniper Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B Vanderwolf's Pine XX Transplanted Evergreen Tree Varies, See Table SHADE TREES BOTANICAL NAME/COMMON NAME SIZE XX Transplanted Deciduous Tree Varies, See Table SHRUBS BOTANICAL NAME/COMMON NAME SIZE (j) Ivory Halo Dogwood 5 Gal. ® Hidcote Blue English Lavender 5 Gal. * Thumbelina Leigh English Lavender 5 Gal. 0 Darts Gold Ninebark 5 Gal. O Little Devil Ninebark 5 Gal. Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. C5 Green Mound Alpine Currant 5 Gal. 8 Red Flower Carpet Rose 3 Gal. GRASSES BOTANICAL NAME/COMMON NAME SIZE # Blue Grama Grass 1 Gal. ti} Karl Foerster Reed Grass 1 Gal. Cl Blue Oat Grass 1 Gal. Maiden Grass 1 Gal. + Standing Ovation Little Bluestem 1 Gal. PERENNIALS BOTANICAL NAME/COMMON NAME SIZE ® Saucy Seduction Yarrow 1 Gal. ® Purple Coneflower 1 Gal. 0 Arizona Sun Gaillardia 1 Gal. Stella de Oro Daylily 1 Gal. Husker Red Penstemon 1 Gal. 0 Black Eyed Susan 1 Gal. Q+ Angelina Stonecrop 1 Gal. MATERIALS LEGEND DESCRIPTION Festuca rubra Unmown Red Fescue Lawn Bluegrass/Rye Sod Seed Mix See Sheet 09, Detail 8 for Grass Types and Quantities J Aluminum Edging Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED MATCHLINE - SEE SHEET 04 7 CD No- 3M < vi I o loo o o xwo 0 �NNa o ono ON� �6m O CEO 2 W 9 I Y W BLOCK 3 1 5 — — — — — — — I:�: fl z 78 47' W 6' SOLID VINYL FENCE, TYP. RAW I W ® SEE DETAIL 3, SHEET 10 I 3 I � B/C I SSW + SSW I i + O 50 79 I PROP. STREET LANDSCAPE BUFFER 41 Y LIGHT, TYP. Lo :h:G;:... \ 0 ` o cn — L I G'C :W: C I 43 VI� I k'�':I: M +J: 6' SOLID VINYL FENCE, TYP. \ t'CSEE DETAIL 3, SHEET 10 W. AGPAR ST. Y V I.,I;I;.C:;C; O I W EXISTING :I:I`:I:•I- �. �. � � � S I m I ;(;C':F::C:= �' �' w TREES TO BE W N 5 EXISTING \ TRANSPLANTED, I I ;�; • W a TREES TO BE \ TYP. ' t`'I�:I: I TRANSPLANTED, I W W � I'I'' TYP. EXISTING TREE TRANSPLANOTEDE f w + 64 X TYP. II w + 6 X 7 8 9 10 X I1... X X _ _ 65 + I I I i 21 I I W i i i �:�>::�: w W• W i i I I W I W W I I I ——-- ——---------— ----———-------— —————— — — — —�— _ PROPERTY LINE APN: SO427333500 NOT A PART 6' SOLID VINYL FENCE, TYP. SEE DETAIL 3, SHEET 10 I,- 0 H W W N W W N I W Z J 2 H a NORTH GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1 "=20' 02 03 04 05 a 07 KEY MAP NOT TO SCALE PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME/COMMON NAME SIZE Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B Moon Glow Juniper Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B Vanderwolf's Pine XX Transplanted Evergreen Tree Varies, See Table SHADE TREES BOTANICAL NAME/COMMON NAME SIZE XX Transplanted Deciduous Tree Varies, See Table SHRUBS BOTANICAL NAME/COMMON NAME SIZE (j) Ivory Halo Dogwood 5 Gal. ® Hidcote Blue English Lavender 5 Gal. * Thumbelina Leigh English Lavender 5 Gal. 0 Darts Gold Ninebark 5 Gal. O Little Devil Ninebark 5 Gal. Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. C5 Green Mound Alpine Currant 5 Gal. 8 Red Flower Carpet Rose 3 Gal. GRASSES BOTANICAL NAME/COMMON NAME SIZE Blue Grama Grass 1 Gal. ti} Karl Foerster Reed Grass 1 Gal. Cl Blue Oat Grass 1 Gal. Maiden Grass 1 Gal. + Standing Ovation Little Bluestem 1 Gal. PERENNIALS BOTANICAL NAME/COMMON NAME SIZE ® Saucy Seduction Yarrow 1 Gal. ® Purple Coneflower 1 Gal. 0 Arizona Sun Gaillardia 1 Gal. Stella de Oro Daylily 1 Gal. Husker Red Penstemon 1 Gal. 0 Black Eyed Susan 1 Gal. Q+ Angelina Stonecrop 1 Gal. MATERIALS LEGEND DESCRIPTION Festuca rubra Unmown Red Fescue Lawn Bluegrass/Rye Sod Seed Mix See Sheet 09, Detail 8 for Grass Types and Quantities J Aluminum Edging Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED MATCHLINE - SEE SHEET 05 O O 1-- LLJ LLJ 2 N LLJ LLJ N LLJ Z J 2 U H Q NORTH GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1 "=20' 02 03 04 :06::n 05 KEY MAP NOT TO SCALE PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME/COMMON NAME SIZE Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B Moon Glow Juniper Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B Vanderwolf's Pine XX Transplanted Evergreen Tree Varies, See Table SHADE TREES BOTANICAL NAME/COMMON NAME SIZE XX Transplanted Deciduous Tree Varies, See Table SHRUBS BOTANICAL NAME/COMMON NAME SIZE (j) Ivory Halo Dogwood 5 Gal. ® Hidcote Blue English Lavender 5 Gal. * Thumbelina Leigh English Lavender 5 Gal. 0 Darts Gold Ninebark 5 Gal. O Little Devil Ninebark 5 Gal. Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. C5 Green Mound Alpine Currant 5 Gal. 8 Red Flower Carpet Rose 3 Gal. GRASSES BOTANICAL NAME/COMMON NAME SIZE Blue Grama Grass 1 Gal. ti} Karl Foerster Reed Grass 1 Gal. Cl Blue Oat Grass 1 Gal. Maiden Grass 1 Gal. + Standing Ovation Little Bluestem 1 Gal. PERENNIALS BOTANICAL NAME/COMMON NAME SIZE ® Saucy Seduction Yarrow 1 Gal. ® Purple Coneflower 1 Gal. 0 Arizona Sun Gaillardia 1 Gal. Stella de Oro Daylily 1 Gal. Husker Red Penstemon 1 Gal. 0 Black Eyed Susan 1 Gal. Q Angelina Stonecrop 1 Gal. MATERIALS LEGEND n FC('RIDTI(l Al Festuca rubra Unmown Red Fescue Lawn Bluegrass/Rye Sod Seed Mix See Sheet 09, Detail 8 for Grass Types and Quantities J Aluminum Edging Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED + + + + + + + 11111 + + } + itI + } + 0 X wo �z �r mom o coo E Tea oa Paz z' U � m�z xow� N x�FN a� z ono /X c> w an oozo axza Ewz i- /X �o -+++++++++I+++++ + i� PLANTING LEGEND ++++++ I EVERGREEN TREES ++ + + 4 I BOTANICAL NAME / COMMON NAME SIZE _ ++++}+++ + + + + + + + 1I+ I Juniperus scopulorum'Moonglow' 6-8' Ht. B&B + + ] Moon Glow Juniper + Pinusflexilis'Vanderwolf's' 6-8' Ht. B&B + + + Vanderwolf's Pine + + + � + XX Transplanted Evergreen Tree Varies, � ++J++++++++ J++++ +/+ + E� X X 3F X 3E X 3E- 3f�X -3E� - - - - - See Table •l' • + + + + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- SHADE TREES ++.+++.++++/+++++ � + + + BOTANICAL NAME /COMMON NAME SIZE + + + XX Transplanted Deciduous Tree Varies, '++ i+'+'+++-/ + "+ + + See Table 6 THUMBELINA LEIGH +%+ ENGLISH LAVENDER +/ /� / SHRUBS O �• O ------------------- --�� BOTANICAL NAME/COMMON NAME SIZE ENTRY MONUMENT PLANTING ENLARGEMENT O / GRASSCRETE ACCESS ROAD WITH O Ivory Halo Dogwood 5 Gal. SCALE: N.T.S. /� DELINEATED EDGE PER ACHD \ ® Hidcote Blue English Lavender 5 Gal. DETAIL NO. 3, TYP. \� O • �� 0 Thumbelina Leigh English Lavender 5Gal. _______________________ _______ __ Darts Gold Ninebark 5Gal. PUMP HOUSE � � O Little Devil Nineba r k 5 Gal ® Fine Line Buckthorn 5 Gal. j / i� I • = = - / Gro-Low Sumac 5Gal. -i O -------------- i I � Green Mound Currant d Alpine 5 Gal. Red Flower Carpet Rose 3 Gal. GRASSES Ou0 O 00 00 -=-- - O --- -- _------ BOTANICAL NAME/COMMON NAME SIZE • O �^c ��� �i� / I Blue Grama Grass 1Gal. r^, O Karl Foerster Reed Grass 1 Gal. Blue Oat Grass 1 Gal. 10 O I I / 'iiglp 'Ah 'iiAh %ill 3 Maiden Grass 1Gal. OL 6' PATH, TYP. i i I I I I Standing Ovation Little Bluestem 1 Gal. ol/ i SIDEWALK TO BE 6" i THICK WHEN WITHIN �� �� I I I I PERENNIALS / I I � , O C> / j ACHD ACCESS ROAD /�� /�i BOTANICAL NAME/COMMON NAME SIZE OO / I I \ O ® PurpleSaucy oneflonYarrow 1Gal. Purple Coneflower 1 Gal. Arizona Sun Gaillardia 1 Gal. O Stella de Oro Daylily 1 Gal. Husker Red Penstemon 1 Gal. O Black Eyed Susan 1 Gal. POND \ \ \ O� I p+ Angelina Stonecrop 1 Gal. I /\\ \\ MATERIALS LEGEND \\ \\ \ DESCRIPTION ol/\\ \\\ \� W \io Festuca rubra Unmown Red Fescue Lawn `I/ - - 77 Bluegrass/Rye Sod • I 1 �� � \ 0 Seed Mix � O I SEAT WALL, \ \\ I See Sheet 09, Detail 8 for Grass Types and Quantities SEE DETAIL 8, SHEET 11 \\------_----- ol/ I J Aluminum Edging olo of \ / i IT OF PLAZA r133'-8" \ \\ ��-------� / 'I/ Q� PICNIC TABLE, TYP. \ \ _----- SEE DETAIL 7, SHEET 11 20'x2O' CHARLESTON GAZEBO, \ _ _ /� ol, J SEE SHEET 11 1T-11" TRASH RECEPTACLE, \\ _--------- ��- - - - �- Z U SEE DETAIL 2, SHEET 10 i OF GAZEBO I \ a //1 \ 2 N 00 JJJIII \ . oL oL �I/ ol/ oi/ oj/ \Io • ol/ _ - �b- --- -- -- zl 4 o • `• • \1/ o • O + a Ok BRODY SQUARE Olo ol/ of/ 011,111 O O O� AMENITY AREA ENLARGEMENT ol/`0�� � � � O O 6' PATH, TYP. Ok MERIDIAN, ID a X . , n( n X X X —y�( ' hh\ 'iihhU O O ' Ah\ 'iAll\ o X�-X X- X * Kimley)))Horn 1Z oi/ 0/ 38'-5" X— X�c \1/ �00 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 C Boise, Idaho 83702 208 297-2885 a DESIGNED DRAWN CHECKED Q •''��L•uF•/oy'•. GMW GMW ASD N NORTH V�'. :••S�� s. Dt,,oyho•'L SCALE (H): 1"=10' F * a * SCALE V : N A K—,,A.Isbelow. C, : DATE: SHEET NO. 'g 5 24 2021 GRAPHIC SCALE IN FEET Call°ero"e % r'n LA-16 74 ti : � 0 5 10 20 CALL 2 BUSINESS DAYS w IN ADVANCE BEFORE •�Q 4C��•• PROJECT NO. TQ o YOU DIG, GRADE OR 291015009 OR O � LSCp4� P .• V EXCAVATE FOR a MARKING OF " "•• DWG. NAME SCALE: 1 "=1 D' MEMBER UTILITIES UNDERGROUND05/19/2021 n 5009-LS.dwq of 14 shts a I I �' O • ol/ oi/ BENCH, TYP. SEE DETAIL 4, SHEET 10 I� ol/ \1/ ��--Z--`7- O' ENTRY MONUMENT, + SEE SHEET 13 t/ 0/ CENTI CENTER POINT OF FACE OF ENTRY a I MONUMENT I oI/ 3+3,> oj/ + O I � � 07 CENTEf oi/ + 0 SEE ENLARGEMENT ABOVE FOR ENTRY,. MONUMENT PLANTING o z0 O M U> N � pJ N 6Q CdyWjJ ¢~ao o- @ar OOU� N XGm V '4U)W� N � 1. W I y TOE N O '30 In Z Q vi o 5 I 1 0- W o z O x� Z. O z¢ c i,i o O 05: d �w �oNF � x - �oY E- m ow 0 z ��o � ,-z< oIzi (oa jx<z 2fo s=W 00.0 oaf xz. �a 0 X'�w 0 o m al ooH rn�w5 N Xo0 ZN U O XIow. j2NU8 o N o Eo �0F0 E03 U p >WdW. NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) PLAN VIEW NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING PLAN VIEW • THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) 14 GAUGE, ANNEALED STEEL GUY WIRE INSIDE 1/2" I.D. TREE TRUNK ® 14 GAUGE, ANNEALED STEEL GUY WIRE TREE TRUNK 8"MIN. �f// BLACK RUBBER HOSE AND TWISTED CLOSED AT ENDS TREE STAKE,— INSIDE 1/2" I.D. BLACK RUBBER HOSE TREE STAKE, TYP. TYP, � $��� d AND TWISTED CLOSED AT ENDS ENDS OF WIRE ON INSIDE OF STAKE /0 d � Q d ► 3/4" 0 VINYL OR 2-PLY FABRIC BEARING 3/4" 0 VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. D D s 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 INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING e WIRE. STAPLE ENDS TO INSIDE OF WIRE PAIRS FROM THE MIDDLE TREE STAKE. ADJUST TENSION BY TURNING WIRE PAIRS FROM THE T 8' x 2" TREATED LODGE POLE PINE TREE STAKES, MIDDLE. ALL MAJOR STEMS SHOULD POLE PINE TREE STAKES, 2' MIN. TWO (2) PER TREE; AVOID PENETRATING ROOT BALL TWO 2) PER T STAKES, TWO (2) PER TREE; AVOID MULCH PER PLANS 3' MIN. PENETRATING ROOT BALL 1" MAXIMUM OVER ROOTBALL MULCH PER PLANS 3' MAX 18" � MIN. IICREATE FINISHED GRADE TREE WELL AROUND BASE OF TREE AT DRIPLINE 180 1" MAXIMUM OVER ROOTBALL 3" HIGH SOIL FINISHED GRADE BERM TO HOLD 2'MIN. L�.� MIN__ WATER TOP OF ROOTBALL TO MATCH FINISH GRADE OF SURFACE MULCH L �• PREPARED SOIL BACKFILL, SEE SPECIFICATIONS FERTILIZER TABLETS PER SPECIFICATIONS UNDISTURBED SUBGRADE NOTE: IN HARD SOIL CONDITIONS, CREATE 'CHIMNEYS' III- -III-III- (MIN. 3 [EVENLY SPACED, NOT DIRECTLY BENEATH ROOTBALL] @ 18" DEEP) TO PROMOTE DRAINAGE TREE PLANTING AND STAKING SCALE: N.T.S. CONTAINER GROWN SHRUB / GROUNDCOVER PLANT, SIZE AS NOTED ON PLANS MULCH PER PLANS 1" MAXIMUM OVER ROOTBALL FINISH GRADE TOP OF ROOT BALL SHALL MATCH ADJACENT GRADE FERTILIZER TABLETS PER SPECIFICATIONS PREPARED SOIL BACKFILL, SEE SPECIFICATIONS NOTE: IN HARD SOIL CONDITIONS, OVER -EXCAVATE PLANT PIT AND PLACE ROOTBALL ON 8" OF PREPARED BACKFILL. CREATE'CHIMNEYS' (MIN. 2 [EVENLY SPACED, NOT DIRECTLY BENEATH ROOTBALL] @ 6" DEEP) TO PROMOTE DRAINAGE UNDISTURBED SUBGRADE SHRUB / GROUND COVER PLANTING SCALE: N.T.S. 1" CLEAN ASTM C-33 SAND 2"-6" MIN GRANULAR SUB -BASE %4" MIN. DIA. AGGREGATE L CONSULT THE TECHNICAL BULLETIN FOR INFORMATION ON REQUIRED REINFORCEMENT. I CREATE TREE WELL AROUND BASE OF TREE AT DRIPLINE TOP OF ROOTBALL TO MATCH FINISHED GRADE OF SURFACE MULCH PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. FERTILIZER TABLETS PER SPECIFICATIONS UNDISTURBED SUBGRADE TREE STAKING - MULTI -TRUNK SCALE: N.T.S. EXISTING OR PROPOSED SLOPE CUT BACK EXISTING SLOPE TO PROVIDE FLAT SURFACE FOR PLANTING (DO NOT EXCEED 2:1 SLOPE) PLANT SHRUB AS DETAILED hMULCH PER PLANS 1" MAXIMUM OVER ROOTBALL r� PREPARE PLANTING SOIL AS SPECIFIED UNDISTURBED SUBGRADE SHRUB / GROUNDCOVER PLANTING ON SLOPE SCALE: N.T.S. STANDARD EDGE DETAIL EXPANSION JOINT AT MAX. 50 FT. CENTERS TO BE BITUMEN IMPREGNATED FIBER BOARD MIN 6" OPTIONAL DRAINAGE BLANKET OF CLEAN CRUSHED STONE OR CONCRETE WITH NON -WOVEN GEO-TEXTILE TO CROSS SECTION OF BASE FORMATION AND NEEDLE -PUNCHED GEO-TEXTILE COVER. LAID LEVEL FOR SUB -GRADE FILTRATION OR FOR RAINWATER HARVESTING GRASSCRETE SINGLE USE 5 Y2" MOLDED PULP VOID GRASSED SYSTEM SCALE: N.T.S. 6 5s„ PLANT AND STAKE TREE AS DETAILED EXISTING OR PROPOSED SLOPE CUT BACK EXISTING SLOPE TO PROVIDE FLAT SURFACE FOR PLANTING (DO NOT EXCEED 2:1 SLOPE) MULCH PER PLANS 1" MAXIMUM OVER ROOTBALL PREPARE PLANTING SOIL AS SPECIFIED UNDISTURBED SUBGRADE TREE PLANTING ON SLOPE SCALE: N.T.S. MULCH PER PLANS TOP OF EDGING TO BE 1/2" ABOVE TURF TOP OF STAKE TO BE 1" BELOW TOP OF EDGING 1-1/22" 3" STAKE PERMANUFACTURER'S RECOMMENDATIONS NOTES 1. BED EDGE SHALL BE 5" BLACK COMMERCIAL ALUMINUM OR STEEL EDGING WITH 12" SPIKES AT 3' ON CENTER MAXIMUM. 2. INSTALL EDGING ONLY IN AREAS TO SEPARATE ROCK MULCH FROM TURF. 3. EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. 4. WHERE EDGING TERMINATES ATASIDEWALK, BEVEL OR RECESS ENDS TO PREVENTTRIP HAZARDS. METAL BED EDGING SCALE: N.T.S. SIMPLIFIED PLAN -SINGLE FORMER TOP ENLARGED PART PLAN UPPER PLAN BASE PLAN CONSULT THE TECHNICAL BULLETIN FOR INFORMATION ON REQUIRED REINFORCEMENT 1 nl GRASSCRETE SINGLE USE 5 Y2" MOLDED PULP FORMER V SCALE: N.T.S. AMENDED PLANTING BACKFILL MIX MIX SHALL CONSIST OF: 112 PART'NATIVE' SITE SOIL (NO CALICHE IN BACKFILL) & 1/2 PART MULCH (*HUMUS) *NATURAL FERTILE, FRIABLE SOIL THOROUGHLY MIXED PRIOR TO BACKFILLING PIT. REMOVE ALL INORGANIC MATERIAL GREATER THAN 1" IN SIZE. SOIL BACKFILLING SHALL BE ACCOMPLISHED IN 6" LIFTS. EACH LIFT SHALL BE WATER SETTLED WITHOUT POOLING. SLOW -RELEASE FERTILIZER TABLETS FERTILIZER TABLETS SHALL BE AGRIFORM OR EQUAL (21 GRAM 20-10-5) SLOW RELEASE. TABLETS SHALL BE PLACED AT 1/2 THE DEPTH OF THE ROOTBALL AT THE FOLLOWING RATES. 1 TABLET PER 1-GALLON CONTAINER 2 TABLETS PER 5-GALLON CONTAINER 3 TABLETS PER 15-GALLON CONTAINER 4 TABLETS PER 24" BOX AND AT A RATE OF 1 TABLET PER EACH ADDITIONAL 6" BOX SIZE. WHEN MULTIPLE QUANTITIES OF TABLETS ARE REQUIRED, THEY SHALL BE EQUALLY SPACED AT THE SPECIFIED DEPTH. BACKFILL AND FERTILIZER NOTES COMMON NAME SCIENTIFIC NAME POUNDS PER LIVE SEED PER ACRE Rough Bentgrass Agrostis scabra 0.02 American Sloghgrass Beckmannia syzigachne 0.27 Canada Wildrye Elymus canadensis 3.03 Slender Wheatgrass Elymus trachycaulus 1.92 Western Mannagrass Glyceria occidentalis 1.11 Meadow Barley Hordeum brachyanterum 0.77 Western Wheatgrass Pascopyrum smithii 2.77 Tufted Hairgrass Deschampsia caespitosa 0.35 Fowl Bluegrass Poa palustris 0.11 Arctic Rush Juncus arcticus 0.04 Small -Fruited Bulrush Scirpus microcarpus 0.06 Total 10.42 SEED MIX FOR INTERMITTENTLY FLOODED OR SATURATED SITES 4". Call before yoo dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n l APPROVED 0 -I". 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 2. ALL FENCE CONNECTIONS PER MANUFACTURER RECOMMENDATIONS. COMMON LOT SIDE. 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. OPEN VISION VINYL SLAT TOP FENCE SCALE: N.T.S. L. ALL I-LNUL UUINNLU IIUNJ `LH MANUI-AU IUHLN KLUUMMLNUA IIUNJ. UUMMUN LU I JIUt. 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. SOLID VINYL PRIVACY FENCE SCALE: N.T.S. TOP RAIL OPEN VERTICAL SLAT 1/2"STEEL ROD TOP (50% OPEN VISION) PER MERIDIAN CITY UDC 11-3A-7A.7 1�" X 5�" BOTTOM & CENTER RAIL PANELS 1/4"X1-1/2" STEEL RING5 (2 PLACES) (34) 1/4" X 1-1 /2" STEEL STRAPS 32" (TOP REMOVED FOR CLARITY) 16 GA. SPUN STEEL DOME TOP POW DER COATED TO MATCH POLYETHYLENE LINER (30 GALLON CAPACITY) 5PECIFICATION5 MATERIAL The TR-12 trash receptacle Shall be fabricated with 1/4 x 1-1/2" mild steel vertical slats welded to 1/4 x 1-112" hoops. Flared Straps Shall be welded to 1/2" rod. All Steel ehall conform to A5TM A36 hot rolled Steel and Shall be wheelabrated prior to fabrication. All removable and hinged tops come with a vinyl coated galvanized security cable. Liner Shall be 30 gallon black polyethylene Anchor bolts by others WELDS All welds between flat Straps Shall be Smooth, continuous fillet welds ground Smooth where necessary, to remove any burs or sharp edges. Where flared 5trap5 meet 1/2" rod, all welds are ground Smooth for appearance. PROTECTIVE COATINGS Following fabrication the receptacles Shall be cleaned and treated with a 5 Stage iron phosphate proceSS prior to the coating application. The protective coating shall be either polyester or polyester TGIC powder applied by the dry electrostatic method. The resultant coating Shall be minimum of 4 mils thick on all ourfaceo. Corrosion resistant undercoat required OPTION5 Tops: Open, Spun Steel flat, Spun dome, Hinged dome, Hinged flat, Ash dome Side opening door 35 gallon polyethylene liner Receptacles with 35 gal. liners are 36" tall Leveling feet Fairweather Site Furnishings TR-12 Trash Receptacle, Spun Dome Top 360-895-2626 or Toll Free 800-323-1798 Port Orchard, Washington with 30 Gallon Liner 9g9_21111,L,ad..Imm�,xllonulCury"tn1i,.,, .air,\ "1.rnr,-[, ,..d"-- No11— These products are p,op,ieta,y. Numerous designs are patented o, patent pending under Leader Manufactu,in, Inc. G JS TRASH RECEPTACLE (BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) L SCALE: N.T.S. DE 1" X 1" SOLID STEEL BAR ENDFRAME5 26" 33-1/2" R 72-3/4" OUT TO OUT W/29 STRAPS I NOTE: BOLT DOWN HOLE LOCATON51" LESS THAN OUT TO OUT DIMEN51ON5 Plaza Series, Model PL-3 Bench W BENCH SCALE: N.T.S. 5PECIFICATION5 MATERIAL The FL-5 bench iS constructed of mild steel in three 5ection5 consisting of two end Sections and one Seat Section. All parts are drilled and precisely formed for quick a55embly. End 5ection5 are made with 1" x 1" Solid Steel bar Stock. All Seat Sections shall be fabricated with 1" 5ch. 40 pipe and 1/4 x 1-1/2" mild Steel Strap. Steel Shall conform to A5TM A36 hot rolled Steel. All Steel Shall be wheelabrated prior to fabrication. HARDWARE Faotener5 Shall be 5/8 Socket head cap Screws with vandal resistant pins. STRAP Anchor bolts by others PROTECTIVE COATING5 TEEL PIPE Powder Coating: All Metal, Following fabrication Shall be cleaned and treated with an iron phosphate process prior to the coating application. This process Shall include a non-chromated alkaline cleaner and an iron phosphate treatment followed with an acidic Sealer for maximum adhesion. The protective coatings Shall be either polyester or polyester TGIC powder. Following application the parts Shall be baked until properly cured. The coating Shall be a minimum of 4 mil5 thick on all Surfaces. Options for finish: Corrosion resistant undercoat, Strongly recommended OPTION5 Length: 4, 5, 6, 8 ft. 5tandard, other lengths available PL-3 bench lengths up to 8 ft available without an additional frame. All benches longer than 8ft. will require a center frame. Center arm RL\'41111 FairWeather Site Furnishings 360-895-2626 or Toll Free 900-323-1798 Port Orchard, Washington I999-201 3 I..od:t Inl.rna,ion:il Corporation. F:tir\\'e„Ih.r Si,. 4umiahine. dig i+ion Notice: These products are proprietary. Numerous designs are patented or patent pending -de, Leader Manu(act -g.l— ; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED 0 DESIGN STANDARD: MANUFACTURER: CLASSIC RECREATION SYSTEMS REPRESENTATIVE ORGANIZATION: SONNTAG RECREATION MODEL #: CHARLESTON MODEL, 20' X 20' DESCRIPTION: COLOR: ROOF - JADE GREEN; COLUMNS - JET BLACK CEILING - WHITE - OR EQUAL PER THIS DETAIL PICNIC SHELTER SCALE: N.T.S. ADJUST FTG. DEPTH FOR LOCAL FROST CONDITIONS Ya" EXPANSION JOINT MATERIAL FINISH GRADE SLAB CONCRETE PICNIC SHELTER COLUMN DETAIL SCALE: N.T.S. SHOP DRAWING REQUIRED 20' CONDUIT HOLE A —BOLT 6"X6" COLUMN BASE PLATE SHOP DRAWING REQUIRED 6"X6' COLUMN HAND HOLE W/ COVER HEX NUT BY CONTRACTOR WASHER & BASE PLATE FOUNDATION PER MANUFACTURER'S RECOMMENDATIONS -STUB ELEC CONDUIT PER LOCAL CODE, EXTEND CONDUIT A MINIMUM OF 1'-0" BEYOND CONCRETE PAVEMENT, SEE COLUMN DETAIL PLAN FOR LOCATION SEE STRUCTURAL NOTES FOR SUBGRADE PREP REQUIREMENTS %n r IV ^ BEAM COLUMN ssl/z„ _ 103/4" 4"— f 70" — 29" — 13 3ia" - - - - - - s 1 - .120 x 3" x 3"TUBE 30 37s" 16 3/4" 47 3/4" PROVIDE CONDUIT PER DETAIL 6, SHEET 11 FOR THIS COLUMN ONLY N BEAM LAYOUT PLAN I �' #4 IN BOND BEAM 1" OVERHANG, TYP. STONE WALL CAP — BUCKSKIN CHISELED EDGE COLUMN CAP BY i ELDORADO STONE, (SUBMIT SAMPLE N TO OWNER FOR FINAL APPROVAL) 5PECIFICATION5 } 8" CMU BLOCK, TYP. • • Yz" STUCCO — WHITE BIRCH MATERIAL N FINE SAND FINISH BY OMEGA Table and Seat Tope: 3-1/2" x 3-1/2" recycled N (SUBMIT SAMPLE TO OWNER plastic slats. Q FOR FINAL APPROVAL) Framer: Basic frame - for table: 3" x 3" x FINISHED GRADE 7P ROLL—ON FLUID APPLIED 3-1 /2" x 3-1 /2" 3/16'' angle welded to 3" x 3" x .120 wall tube; o r7 WATER —PROOFING ON ALL RECYCLED PLASTIC for seats: 3" x 3" x 5/16" angle welded to PLANTER WALLS. SUBMIT CUT - 3" x 3" x .120 wall steel tube; table center x Q SHEET FOR APPROVAL brace 1-1/2" x 1-1/2" x .120 wall steel tube; table FINISHED GRADE and seat top slats supported by a complete framework. All steel drilled and formed for #4©32" CENTERED IN quick assembly. All steel shall conform to FULLY GROUTED CELL t= A5TM A36 hot rolled steel. z #4 IN BOND BEAM \ HARDWARE Recycled plastic slats shall be attached to N 0 frames with 5/8'' plated carriage bolts, nuts and washers. • • (3)—#4 AS SHOWN I I 120 x 3" x 3" TUBE HOLES FOR ANCHOR BOLTS ANCHOR BOLTS BY OTHERS 70 3/16" x 3" x 3" ANGLE 52" ADDITIONAL SUPPORT STRUCTURE FOR PLASTIC SLATS RIA 3-I%-I0 SURFACE MOUNTING: Anchor bolts by others PERMANENT EMBED MOUNTING: Depth and diameter of post hole may vary with soil conditions. Consult project engineer for correct dimensions. Rebar by othere PROTECTIVE COATINGS Following fabrication frames shall be cleaned and treated with an iron phosphate process prior to the coating application. This process shall include a non-chromated alkaline cleaner, and an iron phosphate treatment followed with an acidic sealer for maximum adhesion. The protective coatings shall be either polyester or polyester TOIC powder. Following application the parts shall be baked until properly cured. The coating shall be a minimum of 4 mils thick on all surfaces. OPTION5 Mounting: surface mount or permanent embed Table & 5eat Tope: Recycled Plaetic: weathered wood o SEE STRUCTURAL f NOTES FOR DE #4®16" PREP REQUIREMEN S• • I _ � (2)—#4 AS SHOWN 8" 1' 4" 8" SEAT WALL - SECTION SCALE: N.T.S. Fairweather Site Furnishings Model F-5P Picnic Table, 6 ft. 4 x 4 360-895-2626 or Toll Free 800-323-1798 Port Orchard, Washington Recycled Plastic, Surface Mount En,W,AI Sac Frl°I«°°II°°uIC°put9i°°. FairWealhzr Site Pun,laiings divi.ion KnawwhaFs below. Call before you dig. r 6' PICNIC TABLE (BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) SDAYS CAL ADVANCE IN ADVANCE BEFORE ORE YOU DIG, GRADE, OR SCALE: N.T.S. EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 1" OVERHANG, TYP. 10" V-4" a a E o m,o O_ F E6 o Za 0 U ¢a a H � o0 m nw 0 0 a o z� rn N o0 U N � =lmw- NoOO t4XOz yz FF Imo€ �"'w iowz Rm:w'w =o,P� oozes rozo TXEa N � noz � W � z /xF=o PLANTER 1" OVERHANG, TYP. STONE WALL CAP — BUCKSKIN CHISELED EDGE COLUMN CAP BY ELDORADO STONE, (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) STONE VENEER — MESQUITE CLIFFSTONE BY ELDORADO STONE (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) FINISHED GRADE 3' ENTRY COLUMN ELEVATION SCALE: N.T.S. GENERALSTRUCTURALNOTES DESIGN SPECIFICATIONS 2015 INTERNATIONAL BUILDING CODE WITH CITY OF MERIDIAN AMENDMENTS. CONSTRUCTION SPECIFICATIONS IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (SAPWC) WITH CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. DESIGN LOADS DEAD LOAD — WEIGHT OF BACKFILL = 120pcf EQUIVALENT FLUID PRESSURE FOR ACTIVE SOIL PRESSURE = 45pcf EQUIVALENT FLUID PRESSURE FOR PASSIVE SOIL PRESSURE = 100pcf COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING PRESSURE = 2000psf c+rlc�neln RISK CATEGORY = I SEISMIC IMPORTANCE FACTOR = 1.00 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: Ss = 0.290g Si = 0.106g SITE CLASS = D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SDs = 0.303g SDI = 0.168g SEISMIC DESIGN CATEGORY = C DESIGN BASE SHEAR: R = 2 Cs = 0.151 V = 0.151W ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE WIND ULTIMATE DESIGN WIND SPEED = 105 MPH NOMINAL DESIGN WIND SPEED = 81 MPH RISK CATEGORY = I WIND EXPOSURE = C DESIGN WIND PRESSURE = 31 PSF (STRENGTH LEVEL) FOUNDATIONS FOUNDATION DATA BASED ON CONSERVATIVE SOIL VALUES PER 2015 INTERNATIONAL BUILDING CODE. FOUNDATION PREPARATION EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 7.6 OF THE GEOTECHNICAL INVESTIGATION FOR DAPHNE PROPERTIES DEVELOPMENT, ADA COUNTY, ID PREPARED BY ALLWEST TESTING & ENGINEERING, INC., PROJECT NO. 519-522G, DATED MARCH 4, 2020. ABBREVIATIONS: W/ WITH FG FINISHED GRADE CLR CLEAR MIN MINIMUM MAX MAXIMUM NTS NOT TO SCALE a_ r n' U MESQUITE CLIFFSTONE BY ELDORADO 3' STONE WALL CAP ER OLUMN WITH STONE VENEER ALL FOUR SIDES *NTERY COLUMN -PLAN SCALE: N.T.S. CONCRETE AND REINFORCEMENT t c = 6000 psi — FOO IINGS (IYPt II CEMEN I) fs = 24,000 psi — REINFORCING STEEL (fy = 60,000 psi) REINFORCING SHALL CONFORM TO ASTM A615, EXCEPT REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A706. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (A.C.I. SP-66(04)). ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE OUT —TO —OUT OF BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING STEEL SHALL BE TO CENTER OF BARS UNLESS NOTED OTHERWISE. ALL REINFORCING SHALL HAVE 2" CLEAR COVER UNLESS NOTED OTHERWISE. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". MASONRY STRUCTURAL CONCRETE MASONRY, AS SHOWN ON THESE DRAWINGS, SHALL HAVE A COMPRESSIVE STRENGTH (F'M) OF 1900 PSI. MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II NORMAL WEIGHT, HOLLOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS, WITH A UNIT STRENGTH AS REQUIRED TO ACHIEVE COMPRESSIVE STRENGTH SPECIFIED ABOVE. CONTRACTOR MAY REINFORCE MASONRY WITH 9 GAUGE LADDER REINFORCING SPACED AT 16" MAXIMUM, IN PLACE OF BOND BEAMS SPACED AT 4'-0" MAX. SPECIAL INSPECTIONS SHALL BE PROVIDED PER 2015 INTERNATIONAL BUILDING CODE (IBC) CHAPTER 17. A. STRUCTURAL STEEL AS REQUIRED BY IBC SECTION 1705.2.1 B. CONCRETE CONSTRUCTION (TABLE 1705.3) C. MASONRY AS REQUIRED BY 1705.4 COORDINATION: CONTRACTOR SHALL COORDINATE ALL EXISTING CONDITIONS DURING CONSTRUCTION OF PROJECT. UTILITY INFORMATION SHOWN ON THE PLANS MAY NOT BE COMPLETE OR ACCURATELY DEPICT THE LOCATION OF THE FACILITIES SHOWN. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EXISTING, NEW, RELOCATED AND ABANDONED UTILITIES WITH THE PROJECT PLANS AND NOTIFY RESPECTIVE OWNERS BEFORE COMMENCING THE WORK OF EXCAVATION, INCLUDING ANY DRILLING OR PILING REQUIRED FOR TEMPORARY SHORING. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED PRIOR TO PROCEEDING WITH THE WORK. SEE CIVIL AND UTILITY DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. ANY DETAILS STATING "SHOP DRAWING REQUIRED" REQUIRE A SIGNED AND SEALED SUBMITTAL BY A REGISTERED ENGINEER IN THE STATE OF IDAHO. SUBMITTAL TO INCLUDE STRUCTURAL DETAILS AND CALCULATIONS. N f PLANTING BACKFILL—_ GEOTEXTILE FABRIC, TYP. #408" CENTERED IN FULLY GROUTED CELL 2" IRRIGATION SLEEVE WASHED #57 STONE #4 IN BOND BEAM ROLL—ON FLUID APPLIED WATER —PROOFING ON ALL PLANTER WALLS. SUBMIT CUT SHEET FOR APPROVAL #4@8 4" DIA. SOLID PVC DRAIN W/ CAP ON INSIDE AT WASHED STONE 6" DIA. PERFORATED PIPE, WRAPPED IN GEOTEXTILE FABRIC, DISCHARGE TO STORM DRAINAGE SYSTEM N #4 IN BOND BEAM STONE WALL CAP 8" CMU BLOCK, TYP. ,,-2" STONE VENEER ANCHORAGE SYSTEM NOTES: 1. SEE ENTRY MONUMENT DETAILS ON SHEET 12 FOR WALL FINISH AND STEEL AESTHETICS DETAILS. 2. CONTRACTOR MAY PROPOSE A DIFFERENT ANCHOR CONNECTION FOR THE STEEL LETTERING AND STEEL LOGO. SUBMIT ANCHORAGE SYSTEM DETAILS TO ENGINEER FOR APPROVAL. ,NMI �� i■ • • 1A �V_)4 1..� 1't Z r••' 111• -•--•-1 ' 1. ICI r�Ii: :uo•••v�>•• L-•_-•—. -� -� 001MA, .• -• •-••Ild_.�I� I�� • • • •••�1S�I ei0'.-x-� Foipolllllll =l • a as n� • (• d O v �a a a (2)—#4 AS SHOWN 8" 2'-8" 8" ENTRY COLUMN - SECTION A SCALE: N.T.S. SEE STRUCTURAL NOTES FOR SUBGRADE PREP REQUIREMENTS FACE OF MASONRY WALL COUNTERSINK SCREW FLUSH STEEL PLATE STAINLESS STEEL SPACERS PRE —DRILL PER MANUFACTURERS RECOMMENDATIONS ;l'l STEEL CONNECTION DETAIL 1 L / SCALE: N.T.S. 1:w Call more yo" dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED 0 ST( CLIFFSTC (SUBMIT RAI c STONE WALL CAP - BUCKSKIN CHISELED EDGE COLUMN CAP BY ELDORADO STONE, (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) 1" OVERHANG, TYP. Y2" STUCCO - WHITE BIRCH FINE SAND FINISH BY OMEGA (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) ANCHOR LETTER CUTOUTS TO STUCCO PER DETAIL 12, SHEET 12 USING A MINIMUM OF 3 ANCHORS PER LETTER Y4" THICK PAINTED DARK BRONZE STEEL LETTERING (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) FONT: TBD r B - a U N )NE VENEER - MESQUITE NE BY ELDORADO STONE SAMPLE TO OWNER FOR FINAL APPROVAL) 3ED PLANTER 8'-10" o N RAISED PLANTER A 11" 11 10" r ~0 0 by QUAkE „ 4„ I RAISED PLANTER J 3' 10' - 8" 3' 16'-8" ENTRY MONUMENT ELEVATION SCALE: N.T.S. CMU COLUMN WITH STONE VENEER 3 STONE WALL CAP \ \ STEEL LETTERING, TYP. 70" \ \ 0 CMU WALL WITH STONE/STUCCO FINISH, SEE SECTION B DETAIL 1 / / 110'-10" CMU COLUMN WITH \ / STONE VENEER \ PLANTER STONE WALL CAPJ \\- - - - ----------- PLANTER 00 - - - - - - - - - - - --- CMU WALL WITH STONE WALL CAP STONE VENEER ENTRY MONUMENT PLAN SCALE: N.T.S. A, -A:, CMU COLUMN WITH STONE VENEER PLANTER / � STONE WALL CAP 1" OVERHANG, TYP. I 101, 1 V-4" 1 T#4 IN BOND BEAM STONE WALL CAP N+ N i 2" STONE VENEER i PLANTING BACKFILL GEOTEXTILE FABRIC, TYP. WASHED # 57 STONE ROLL-ON FLUID APPLIED _ WATER -PROOFING ON ALL PLANTER WALLS. SUBMIT CUT SHEET FOR APPROVAL #4@16" CENTERED IN FULLY GROUTED CELL #4 IN BOND BEAM 4" DIA. SOLID PVC ------------ • DRAIN W/ CAP ON INSIDE AT WASHED STONE i • • 6" DIA. PERFORATED PIPE, WRAPPED IN GEOTEXTILE -- • FABRIC, DISCHARGE TO STORM DRAINAGE SYSTEM (4)-#4 AS SHOWN (2)-#4 AS SHOWNy'____ 8" o) ENTRY MONUMENT - SECTION A 8" CMU BLOCK, TYP. 0 i� ROLL-ON FLUID APPLIED WATER -PROOFING ON ALL PLANTER WALLS. SUBMIT CUT SHEET FOR APPROVAL FINISHED GRADE x Q [2" IRRIGATION SLEEVE i 0 V • #4@16" � J U 2'- 8 -- SEE STRUCTURAL NOTES FOR SUBGRADE PREP REQUIREMENTS SCALE: N.T.S. 1" OVERHANG, TYP. N } Y4" STEEL 2 LETTERING, TYP. Y4" X 6" SIMPSON STRONG -TIE PHILLIPS FLAT 0 HEAD TITEN CONCRETE AND MASONRY SCREW, OR APPROVED EQUIVALENT. INSTALL PER MANUFACTURERS RECOMMENDATIONS, COUNTERSINK HOLES PER DETAIL ON SHEET 12. 6" CMU BLOCK, TYP. PLANTING BACKFILL } 2" STONE VENEER 0 N FINISHED GRADE 2" IRRIGATION SLEEVE - ROLL -ON FLUID APPLIED WATER -PROOFING ON ALL PLANTER WALLS. SUBMIT CUT SHEET FOR APPROVAL --- ------ I ;� 4" DIA. SOLID PVC DRAIN W/ CAP ON INSIDE AT • WASHED STONE 6" DIA. PERFORATED PIPE, WRAPPED IN GEOTEXTILE FABRIC, DISCHARGE TO STORM DRAINAGE SYSTEM (4)-#4 AS SHOWN CONCRETE FOOTING 8 #4@16" (2)- #4 AS SHOWN ENTRY MONUMENT -SECTION B SCALE: N.T.S. 8 1 3 N '-1 !Y N U 2'- 5" Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES !�i�04 STONE WALL CAP IN BOND BEAM 0 Y2. SAND FINISHED 4 STUCCO N 8" CMU BLOCK, TYP. �2" STONE VENEER 0 I GEOTEXTILE FABRIC (TYP.) #4@32" CENTERED IN FULLY GROUTED CELL WASHED STONE #4 IN BOND BEAM ■ . . 0 n 1 DROLL -ON FLUID APPLIED WATER -PROOFING ON ALL u PLANTER WALLS. SUBMIT CUT SHEET FOR APPROVAL 8 SEE STRUCTURAL NOTES FOR SUBGRADE PREP REQUIREMENTS N as Wo a. am 3Q 0 0 a c0-w a�o� 1 W'O 0 a. o 0U W N X�m a ��oI. Tm O :2NOV mi , .!S vi I O o 10w¢ moi o �m o =< 'o - n- c I wo OOJU d 0¢w oNM C X x - 0 Em > 0 6mwW.Z. F `o_y�a j 0za 0 -¢ < oaI n m d .Fo C fpwF mwN m 00 o,� xNa mo yww o ak o��� oy nnw, N XOO /y. > <� U , =10,6 Lo.-i 0 a /XSQ x Ew. F= lo': c> V /xWZ o>ww SECTION 32 90 00 - LANDSCAPE WORK Part 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provision of Contract, including General and Supplementary Conditions and Division 1 Specification Sections. 1.2 SUMMARY A. This Section includes provisions for the following items: A.I. Trees A.2. Shrubs, Grasses, Ground Cover A.3. Lawns A.4. Topsoil and Soil Amendments A.5. Miscellaneous Landscape Elements A.6. Initial maintenance of landscape materials B. Related Sections: The following sections contain requirements. B.I. Underground sprinkler system is specified in Section 32 84 00 -Irrigation 1.3 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work. B. Source Quality Control: B.1. General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. B.2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non -availability to Owner or Owner's Representative, with proposal for use of equivalent material. B.3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. B.4. Trees, Shrubs, and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, genus, species, and variety shown and scheduled for work complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae, and defects such as knots, sun -scald, injuries, abrasions, or disfigurement. B.5. Label at least one tree and one shrub of each variety by attaching a waterproof tag with legible designation of botanical and common name. B.5.a. Where formal arrangements or consecutive order trees or shrubs are shown, select stock for uniform height and spread. B.6. Inspection: The Owner's Representative may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. Owner's Representative retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Plant and Material Certifications: B.1. Certificates of inspection as required by governmental authorities. B.2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. B.3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. C. Mulch: Submit 1 gallon bag of mulch sample for approval. 1.5 1.6 DELIVERY, STORAGE, AND HANDLING A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless otherwise approved by Owner's Representative. Do not bend or bind -tie trees or shrubs in such manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. Do not drop balled and burlapped stock during delivery. C. Deliver trees and shrubs after preparations for planting have been competed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burlap, or other acceptable means of retaining moisture. D. Do no remove container -grown stock from containers until planting time. E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to root balls during delivery, storage, and handling. JOB CONDITIONS A. Utilities: Determine location of underground utilities and work i a manner which will avoid possible damage. hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parities concemed. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstruction, notify Owner's Representative before planting. C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition to prior conditions at project completion. D. Tree Protection: D.1. Existing trees to remain should be protected before any site/demolition. Tree protection area is defined as the area within the drip line diameter. D.2. Place protective fencing around a tree protection zone. Protective fencing shold consist of highly visible, physical barrier (a minimum 6-foot high chain -link fence is recommended) to be placed 10-feet outside the dripline of the tree(s). D.3. Do not strip topsoil or grub under story within protection area. The tree under story to be removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. DA. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection area. D.5. Prohibit dumping of refuse, chemicals, and other materials and puddling or running water that may injure tree growth. D.6. Prohibit cutting, breaking, and skinning of branches and roots. All pruning of branches and roots is to be performed by a Certified Arborist. D.7. Prohibit skinning and bruising of bark. D.8. No changes in grade should be made within the dripline of existing trees. D.9. Temporary irrigation is highly recommended for all remaining trees during construction. This system should provide adequate coverage and quantity of water during all phases of construction. D.10. Before the contractor leaves the site, all existing trees which have been damaged due to construction should be repaired/replaced at the expenses of the contractor. E. Excavation Around Trees: E.1. Where trenching is required in the vicinity of the tree, proceed as follows: E.1.a. As the trench approaches the drip line of the tree, dig by hand until the roots encountered are two inches or larger in diameter. EA.b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the tree between the two trenches at a depth of 4 feet. EA.c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over inches in diameter. Do not cut main lateral roots or tap roots. E.2. Where excavating for new construction is required in soil containing the roots of the tree, hand excavate to minimize damage to root system. Use narrow tine spading forks and comb soil to expose roots are encountered, expose beyond excavation limits as required to bend and relocate without breaking. E.3. If root relocation is not practical, cut roots approximately 3 inches back from new construction. EA. Any digging or cutting that tears roots or disturbs soil beyond the grading limit is unacceptable. All roots larger than one inch much be cut by a Certified Arborist. E.5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary support and protect roots against damage until permanently relocated and covered with backfill. F. Construction Pruning: F. 1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been cut, Arborist shall prune the tree to compensate for the root loss and prune any low limbs which may interfere with construction activities. Compensate in approximate direct proportion to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned and construction pruned tree shall be fertilized by the landscape contractor by broadcasting sulfur coated area 38-0-0 at the rate of 5 4 lbs. per 1,000 square feet over the root zones of the trees. 1.7 SEQUENCING AND SCHEDULING A. Planting Time: Proceed with and complete landscape work as rapidly as portions of the site become available, working within seasonal limitations for each kind of landscape work required. A.1. Plant or install all plant materials during normal planting seasons from 15 March to 15 November. A.2. Correlate planting with specified maintenance periods to provide maintenance from date of sustantial completion. B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Owner's Representative. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.8 SPECIAL PROJECT WARRANTY A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. B. Warranty trees and shrubs for a period of one year after date of substantial completion, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond landscape Installer's control. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty period. make replacements during growth season following end of warranty period. Replace trees and shrubs which are in doubtful condition at the end of the warranty period; unless, in the opinion of the Owner's Representative, it is advisable to extend warranty period for a full growing season. Part 2-PRODUCTS 2.1 TOPSOIL A. If deemed usable, native topsoil shall be stock piled for re -sue in landscape work. Topsoil shall be fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to plant growth. A.I. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See testing requirements below. Contractor is responsible for whatever soil additives are recommended by the tests. Submit to Architect for approval. Compost will be added to other additives and added regardless of test results. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous or toxic matter harmful to plant growth. B.1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Obtain topsoil only from naturally well -drained sites where topsoil occurs in a depth of not less than 4 inches. Do not obtain from bogs or marshes. B.2. Composition: Topsoil shall contain from 1 to 20 % organic matter as determined by the Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report No. 1. Maximum particle size, 3/4-inch, with maximum 3 % retained on 1/4-inch screen. Other components shall conform to the following limits: pH 6.5 to 7.5 Soluble Salts 600 ppm maximum Silt 25-50% Clay 10-30 % Sand 20-50% B.3. Contractor shall submit representative soil report on imported topsoil proposed for use for approval. Report shall meet standards below. Contractor is responsible for whatever soil additives are recommended by the test. Compost will be in addition to other additives and added regardless of test results. C. Soil Testing C.I. Soil tests are required for this project (see above for requirements). Test shall be provided as follows: Provide certified analysis at time of sample submitted (three samples imported topsoil). Amend soils per chemist's recommendations and as herein specified unless otherwise approved by Landscape Architect. C.2. Test shall include, but not limited to recommendations on chemical distributions, organic contents, pH factors, and sieve analysis as necessary. Test #1T by Western Laboratories (1-800-658-3858) is required. C.3. Contractor is responsible for whatever soil additives are recommended by the soil testing laboratory. CA. Contractor shall coordinate, obtain and pay for all soil tests. C.5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots throughout one-year period after acceptance of work, at no cost to Owner. 2.2 pH ADJUSTERS A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used to adjust soil pH. 2.3 SOIL AMENDMENTS A. Compost: Compost: "Cascade Compost" from Cloverdale Nursery (208) 375-5262 and NuSoil Compost (208) 629-6912 or approved equal in equal amounts by volume. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be free -flowing and packaged in new waterproof, non -overlaid bags clearly labeled as to weight, manufacturer, and content. Protect materials from deterioration during delivery and while stored at site. B.1. Commercial fertilizer "A" for trees and shrubs during planting; slow release Agriform Planting 5-gram tablets 20-10-5 type or equal. B.2. Commercial fertilizer "B" for lawn areas, applied to bed prior to sodding, to be 16-16-17 applied at the rate of ten pounds per acre. B.3. Commercial fertilizer "C" for lawn areas three to four weeks after planting sod. Organic Fertilizer Milorganite (6-0-2) type or equal. C. Herbicide: Pre -emergent for topical application in planting beds. Oxiadiazon 2G brand or pre -approved equal. Use in accordance with manufacturer's recommendation on all planting beds. 2.4 PLANT MATERIALS A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except where special forms are shown or listed. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of canes required by ANSI Z60.1 for type and height of shrub. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions indicate minimum spread for spreading and semi -spreading type evergreens and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality evergreens with well balanced form complying with requirements for other size relationships to the primary dimension shown. 2.5 GRASS MATERIALS A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and undesirable native grasses. Provide only sod capable of growth and development when planted (viable, not dormant). A.1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10 % of pad will be rejected. B. Provide sod composed of: Rhizomatous Tall Fescue (RTF) from the The Turf Company, Meridian, ID (208) 888-3760 or approved equal. 2.6 MISCELLANEOUS LANDSCAPE MATERIALS A. Anti -Desiccant: Emulsion type, film -forming agent designed to permit transpiration, but retard excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix in accordance with manufacturer's instructions. B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in appearance, and shall contain no toxic substance detrimental to plant life. C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc -coated tumbuckles. Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, and size to protect tree trunks from damage by wires. Part 3 - EXECUTION 3.1 PREPARATION - GENERAL A. General Contractor shall be responsible for excavating planting areas to appropriate depths for placement of topsoil as specified herein. B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Architect's acceptance before start of planting work. Make minor adjustments as may be required. 3.2 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer If planting will not follow placing of planting soil in a few days. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. Shrub Areas: 1/3 compost, 2/3 topsoil. Fertilizer: Per soil test and manufacture's recommendations. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 3.3 PREPARATION FOR PLANTING LAWNS A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. A.1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. Add specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. 3.4 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, rubbish, and other extraneous matter. B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil. C. Apply Pre -Emergent per manufacturer's recommendation. 3.5 PLANTING TREES AND SHRUBS A. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base of trunk. B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. C. Dish top of backfill to allow for mulching. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top of backfill and finish level with adjacent finish grades. D.I. Provide 3 inches thickness of mulch. E. If season and weather conditions dictate, apply anti -desiccant, using power spray, to provide an adequate film over trunks, branches, stems, twigs and foliage. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. H. Guy and stake trees immediately after planting, as indicated. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re -apply as necessary for elimination of weeds. 3.6 SODDING NEW LAWNS A. General: Install lawn sod in all areas designated on the drawings. B. Soil Preparation B.1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a depth of eight (8) inches by approved means, then finish graded as hereinbefore described. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. D. Sod Placement D.1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod Sod layers shall be experienced, or if inexperienced, shall be constantly supervised by an experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. D.2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces; remove excess to avoid smothering of adjacent grass. D.3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and vigorous growth with no dry or dead spots. DA. Add fertilizer "B" at the manufacturer's recommended application rate. E. Water sod thoroughly with a fine spray immediately after planting. F. Sodded Lawn Establishment F.1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn areas until Final Acceptance of the project. F.2. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the Manufacturer's recommended application rate. Verify all methods of application. Contractor shall notify the Landscape Architect in writing that the fertilizer applications have occurred and on what dates. 3.7 MAINTENANCE A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project Final Acceptance. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable lawn. 3.8 CLEANUP AND PROTECTION A. During landscape work, keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. C.1. Record Drawings; reproducible and five prints. C.2. Operations and Maintenance information (2 copies), including: C.2.a. Information including descriptive details, parts list, specifications, maintenance schedules and procedures for system components. C.2.b. Operation, adjustment of system and components instructions. C.2.c. Winterization procedures. C.2.d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. C.2.e. Warranties and guarantees. C.21 Submit five copies. 1.4 GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanship and materials. Within one year after date of Substantial Completion repair or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary lawn and planting which result from the settlement of irrigation trenches for one year after date of Substantial Completion. C. Supply all manufacturer's printed guarantees. 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which this work is being performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. Provide minimum of three references and list of similar projects with owners' names, addresses, and phone numbers, when requested by Owner. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: A.1. Minimum water coverage: Planting areas - 85%, Lawn areas - 100 % A.2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on walks, walls or paved areas is not acceptable. A.3. Zoning shall be designed for optimum use of available pressure and efficient distribution for types of plantings and shapes of planting areas. A.4. Design pressures: Install pressure regulating equipment as necessary. A.5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall be on main supply line downstream from main shut off valve. A.6. Install approved backflow prevention device in conformance with local or prevailing codes, and in approved site location. Provide for drainage without erosive damage. 1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: A.1. Valve operating key and marker key. A.2. Wrench for each sprinkler head cover type. A.3. Two (2) sprinkler head bodies of each size and type. A.4. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. PART2-PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent -weld type: A.1. Pipe: A.1.a. Pressure lines: Schedule 40 solvent weld. A.1.b. Lateral lines: Schedule 40 pvc. A.1.c. Sleeving: Class 200 pvc. A.2. Fittings: Schedule 40 PVC, solvent -weld type. Install threaded joints where required at valves, risers, etc. A.3. Risers: Lawn and shrub heads - flexible and damage -resistant plastic "polypipe" riser. A.4. Solvent: NSF approved solvent for Type I & II PVC. B. Polyethylene Pipe B.1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s) where drip tubing is not otherwise used. B.2. Fittings: Schedule 80 PVC. B.3. Clamps: Stainless Steel. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. A.1. Lawn heads: pop-up type. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. 2.3 AUTOMATIC CONTROL SYSTEM A. General; Furnish low voltage system manufactured expressly for control of automatic circuit valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as indicated. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, complying with NFPA 70. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for manual or automatic operation of each circuit. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip any day in a 7 or 14 day period. E. Wiring: Solid or stranded direct -burial type as recommended by manufacturer of control unit; type AWG-UF, UL approved. 3.9 INSPECTION AND ACCEPTANCE 2.4 A. When landscape work is completed, including maintenance, Landscape Architect will, upon request, make an inspection to determine acceptability. B. When inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Landscape Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. SECTION 32 84 00 - IRRIGATION (PERFORMANCE) PART 1-GENERAL 1.1 CONDITIONS AND REQUIREMENTS: A. General and Supplementary Conditions, and Division 1 General Requirements. 1.2 SUMMARY A. Work included: A.1. Provide and install a complete and operating automatic irrigation system for all lawn and planting areas. A.2. Connect to main water supply at existing site stubout as provided. A.3. Sleeving under paved areas A.4. Obtain and pay for all permits and fees for the work of this section. A.5. Perform work on a design/construct basis, subject to the requirements of the Contract Documents, applicable codes, and good design practice. A.6. Winterization of system. VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded connection with cross type handle designed to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion -resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. B.1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected to potable water. B.2. Drip Control Zone Kit: Hunter PCZ-101. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve grouping. D. Manual drain valves: D.1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100, or approved equal. D.2. Size: 3/4 inch. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). G. Filter: Netafim Model DF075-120, 3/4" filter; one per drip zone. H. Air Relief Valve: Netafim Model TLAVRV. 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover and frame - compatible with valve box with provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. PART 3 - EXECUTION 1.3 SUBMITTALS 3.1 GENERAL 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. A.1. Manufacturer's printed product information and catalog cut sheets for all system components; B. Install system in accordance with approved Contractor design drawings. All deviations from the five copies. plans must be approved, and clearly recorded on record drawing. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout C. Install system and components in strict accordance with manufacturees recommendations. and details illustrating location and type of head, type and size of valve, piping circuits, circuit D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations GPM, pipe size, controls, and accessories. or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at C. Record Drawings: At completion of this work, submit to the Contractor: valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine the areas and conditions under which work will be performed. Notify Contractor of conditions detrimental to timely and proper completion of Section Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and notify Architect of any conflict with Section work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed by others. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per applicable ISPWC Section. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: B.I. Main Lines and Sleeving: 18 inches. B.2. PVC Laterals: 12 inches. C. Surround lines with 2 inches of clean rock -free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valves up stream. Install devise at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. A.I. Provide union on downstream side. A.2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications. Install manual drains. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's recommendations. Use Teflon thread sealant (tape) at all threaded joints. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 feettsecond in all cases. Lateral lines shall be laid out and installed per zone to balance the pressure loss and provide minimum fluctuation in system operating pressures. Pipe Size Pipe Section Pipe Size Pipe Section 3/4" 0-9 GPM 1 1/2" 26-34 GPM 1" 10-17 GPM 2" 35-50 GPM 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM D. Techline Drip Line: Place in shallow furrow at 1 "-2" below finish topsoil grade, below layer of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). Coil 20 linear feet at each balled and budapped tree around base and to allow for tree removal if required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation of flush valves at end of circuit runs. E. Flush Valves: Install flush valve at end of each drip line run. 3.8 SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. A.1. Install heads at level with mulch. A.2. Locate part -circle shrubbery heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum. 3.9 CONTROL WIRE INSTALLATION A. Bury wires beside or below main line pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch -Lock connectors, or approved. 3.10 AUTOMATIC CONTROLLER A. Install on site as approved. Verify location with Owner Representative. B. Install typewritten legend inside controller door. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: B.1. Make necessary provision for thoroughly bleeding the line of air and debris. B.2. Before testing, cap all risers, and install all valves. B.3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. B.4. Fill all zone lines with water to static pressure. Hold for 15 minutes.lnspect for leakage. B.5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Landscape Architect. Contractor shall make notice of test (48) hours in advance. B.6. Provide required testing equipment and personnel. B.7. Repair leaks, and retest until acceptance by the Landscape Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: D.1. Clean, adjust, and balance all systems. Verify that: D.1.a. Remote control valves are properly balanced; D.1.b. Heads are properly adjusted for radius and arc of coverage; D.1.c. The installed system is workable, clean and efficient. E. Winterization: Winterize system at the end of first season of system operation. Review procedures with Owner's Representative. END OF SECTION 00 01 W% K-.bars below. Call befoe yo. dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES