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CC - Landscape Plans SITE DATA E VICTORY RD LANDSCAPE IMPROVEMENT PLANS EXISTING ZONING: RUT PROPOSED ZONING: R-8 FOR GROSS ACREAGE:27.90 AC NET ACREAGE: 16.00 AC TOTAL NUMBER OF LOTS: 119 TEN MILE GROSS DENSITY:3.55 DU/AC FEEDER CANAL O N DEVELOPMENT TYPE:SINGLE FAMILY SHELBURNE SOUTH HAS 1 RESIDENTIAL Q L-Li 28SUBDIVISION W W O � v N/NE- ,�,//LE Cj�EEK �n N.T S. LOCATED IN THE NW 4 OF THE SE 4 OF SECTION 28, TOWNSHIP 3 NORTH , RANGE 1 EAST E AMITY RD MERIDIAN , ADA COUNTY, IDAHO VICINITYMAP LANDSCAPE ARCHITECT OWNER/DEVELOPER CIVIL ENGINEER LAND SURVEYOR TJN, R1E, SEC. 28 KIMLEY-HORN AND ASSOCIATES, INC. SHELBURNE PROPERTIES, LLC KIMLEY-HORN AND ASSOCIATES, INC. LAND SOLUTIONS, PC 7740 N 16TH STREET,SUITE 300 7629 E PINNACLE PEAK ROAD#110 SCOTTSDALE, 7740 N. 16TH STREET, SUITE 300 231 E.5TH AVENUE,SUITE A PHOENIX,AZ 85020 AZ.85255 TELEPHONE:480-401-0800 CONTACT: PHOENIX,ARIZONA 85020 MERIDIAN, IDAHO 83642 PH: (602)906-1106 RANDY CLARNO PHONE: (602)944-5500 PHONE: (208)288-2040 CONTACT:ANNE DEBOARD, PLA FAX:(602)944-7423 CONTACT:CHRIS HANSEN CONTACT:ANDREW JUPP, PE PLANTING LEGEND LANDSCAPE NOTES LANDSCAPE REQUIREMENTS (PHASE 1 & 2) EVERGREEN TREES SHRUBS 1. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOTANICAL NAME /COMMON NAME SIZE QTY BOTANICAL NAME/COMMON NAME SIZE QTY MERIDIAN ORDINANCE REQUIREMENTS. REQUIREMENT REQUIRED PROVIDED Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B 27 Cornus alba 'Bailhalo' 5 Gal. 66 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC STREET BUFFER Moon Glow Juniper Ivory Halo Dogwood UNDERGROUND IRRIGATION SYSTEM Forsythia x intermedia 5 Gal. 66 . • ONE (1) TREE PER 35 LF Picea abies 6-8' Ht. B&B 9 3. NO TREES SHALL IMPEDE THE 40 VISION TRIANGLES AT ALL INTERSECTIONS, Show Off Starlet Forsythia THIGH E AMITY RD: 825 LF x 35 LF 825 LF/35 = 24 TREES 47 TREES Norway Spruce p Physocarpus opulifolius 'Dart's Gold' 5 Gal. 43 NO CONIFEROUS TREES OR SHRUBS OVER 3 HIGH AT MATURITY WILL BE .. S AMORITA AVE PARKWAY: 223 LF/35 = 6 TREES 6 TREES Picea pungens 'Hoopsii' 6-8' Ht. B&B 22 Darts Gold Ninebark LOCATED WITHIN VISION TRIANGLE OR ACHD ROW. AS TREES MATURE, Hoops Blue Spruce O Physocarpus opulifolius 'Donna May' 5 Gal. 28 THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO 223 LF x 8 LF • Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B 13 Little Devil Ninebark MEET ACHD REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY WITHIN PATHWAY ALONG NINE MILE CREEK Vanderwolf's Pine Q Physocarpus opulifolius 'Seward' 5 Gal. 49 40' STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED Summerwine Ninebark NO CLOSER THAN 50' FROM INTERSECTION STOP SIGNS. TREES SHALL NOT • ONE (1) TREE PER 100 LF 1,100 LF/100 LF = 11 TREES 11 TREES • Pinus nigra 6-8' Ht. B&B 9 (e Rhamnus frangula 'Ron Williams' 5 Gal. 33 BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY Austrian Pine Fine Line Buckthorn LINES. QUALIFIED OPEN SPACE Rhus aromatica 'Gro-Low' 2 Gal. 37 4. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR . ONE (1) TREE PER EVERY 8,000 SF 257,890 SF/8,000 SF = 32 TREES 281 TREES SHADE TREES (CLASS III) Gro-Low Sumac SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO CITY .. 257,890 SF OF OPEN SPACE BOTANICAL NAME /COMMON NAME SIZE QTY ED Rosa Flower Carpet-Noare 2 Gal. 50 FORESTERS PRE-APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY Platanus x acerifolia 'Bloodgood' 2" Cal. B&B 5 Red Flower Carpet Rose BE ALTERED DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND + Bloodgood London Planetree GRASSES WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, TOTAL NUMBER OF TREES 73 TREES 345 TREES* BOTANICAL NAME/COMMON NAME SIZE QTY AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE Bouteloua gracilis 'Blonde Ambition' 1 Gal. 32 COMPLETELY REMOVED FROM TREES. Quercus bicolor 2" Cal. B&B 8 Blue Grama Grass 5. ALL EXISTING TREES TO BE REMOVED. TREES WILL BE MITIGATED FOR APPROXIMATELY THIRTY (30) EXISTING TREES ON SITE ARE TO BE REMOVED AND MAY � Swamp Oak � Calamagrostis arundinacea 'K.F.' 1 Gal. 20 WITHIN THE COMMON LOTS AND LANDSCAPE BUFFERS. SEE LANDSCAPE REQUIRE MITIGATION. VERIFY ALL MITIGATION REQUIREMENTS FOR TREES TO BE REMOVED Karl Foerster Reed Grass CALCULATIONS FOR TREE MITIGATION CALCULATIONS. WITH MERIDIAN CITY FORESTER PRIOR TO REMOVAL. SHADE/STREET TREES (CLASS II) Helictotrichon sempervirens 1 Gal. 23 Blue Oat Grass * EXTRA TREES PROVIDED ABOVE THOSE REQUIRED FOR MITIGATION BOTANICAL NAME /COMMON NAME SIZE QTY� a���bn Miscanthus sinensis 'Gracillimus' 1 Gal. 16 MITIGATION REQUIREMENT: 544 CAL INCHES = 272 (2" CAL) TREES,' Fraxinus americana 'Autumn Purple' 2" Cal. B&B 9 °'°° Maiden Grass • Autumn Purple Ash PERENNIALS =�z Fraxinus mandshurica 2" Cal. B&B 9 BOTANICAL NAME/COMMON NAME SIZE QTY a- Manchurian Ash ® Echinacea purpurea 1 Gal. 17 Purple Coneflower �wQQ -6Qa0 Gleditsia triacanthos inermis 'Skycole' 2" Cal. B&B 17 O Gaillardia x 'Arizona Sun' 1 Gal. 12 6 00 V)a Skyline Honeylocust Arizona Sun Gaillardia > Hemerocallis 'Stella de Oro' 1 Gal. 16 O f Liquidambar styraciflua 2" Cal. B&B 1 Stella de Oro Daylily In, American Sweetgum (D Lavandula angustifolia 'Hidcote Blue' 1 Gal. 52 Hidcote Blue English Lavender �Y 0 Lirodendron tulipifera 2" Cal. B&B 6 Penstemon digitalis 'Husker Red' 1 Gal. 66 Q)wo Tulip Tree Husker Red Penstemon Q "~ p Rudbeckia fulgida 'Goldstrum' 1 Gal. 98 °,aZm Tilia cordata 2" Cal. B&B 5 a 3 w J Black Eyed Susan o Littleleaf Linden V) _j00� a MATERIALS LEGEND Z xa� a -w ORNAMENTAL TREES (CLASS 1) 0 0 0 N= BOTANICAL NAME /COMMON NAME SIZE QTY DESCRIPTION QTY = Amelanchier x grandiflora 6-8' Ht. Multi-Stem 13 Festuca rubra 10,530 SF Y �Z Serviceberry Unmown Red Fescue o °moo Li a-0 Za Crataegus crus-galli 'Cruzam' 2" Cal. B&B 4 Lawn 118,085 SF < V)o 0 Cruzan Crusader Hawthorn W y Bluegrass/Rye Sod W x0< Z wZ Malus x 'JFS-KW5' 2" Cal. B&B g NOT Bark Mulch 47,560 SF 0 0 Z< ° Royal Raindrops Crabapple SHOWN 3" Depth, Shredded Organic Hardwood Z a)0-� W E X w= �� Boulders 74 0 > 5; 1 Malus Springsnow 2 Cal. B&B 20 1' 2' and 3' Diameter LO ° w� Spring Snow Crabapple T co o 0 0Y Prunus virginiana 'Canada Red' 6-8' Ht. Multi-Stem 13 Aluminum Edging 3,010 LF o o X, Z Q, Canada Red Chokecherry Z ° ~ Pyrus calleryana 'Glen's Form' 2" Cal. B&B 24 �--o—o- 6' Solid Vinyl Fence Along Landscape Buffers, 3,600 LF SHELBURNE SOUTH - PHASE 1 a ZQ Property Perimeter and Side Lots Typ. o C Za Chanticleer Pear o- ArOp eTVision Vinyl Slat Top Fence Along Common 414 LF LANDSCAPE COVER a =LZo YP 0 73 uw0 wN 5' Open Vision Iron Fence Along Properties Facing 1,851 LFUj -x—x—x- p g p g `I o0o Canals, Typ. MERIDIAN, ID J 0 0 ZD LUZ _ _ _ 4' Black Chain Link Fence Around Dog Park, Typ. 680 LF O� zKio m1ey >>> Horn 0 o0� o wD Bench: Plaza Series by FairWeather Site Furnishings 2 EA Z NLn0O Q !X Of Z~ Model: PL-3, Length: 6', Color: Black c 2020 KIMLEY- ORN AND AssociAT-s, iVc. >_Ua3 w U U)Vz °-0 La-mock �ireel, Sui�e 1'00 0 aw O Trash Receptacle: By FairWeather Site Furnishings 2 EA Z =0 Model: TR-12, Spun Dome Top with 30 Gallon Liner, Color: Black Bose, idano Toe 208 2gT-05 N N _= Oo Pet Waste Receptacle: By DOGIPOT 2 EA OF DESIGNED DRAWN CHECKED N a0�o Model: #1003-L 10 81' , �,•'��5���� S. DEBoq�o'o� Z o • DOGIPOT Pet Sign ` 9� * SCALE (H): NONE U Ld X=Q • Aluminum DOGIPOT Junior Bag Dispenser ��� : SCALE (V): NONE ° E J Know wl,�rsbelovv ; �, ; DATE: SHEET NO. W °-0oL Steel Trash Receptacle with Lid Call before you dig. �� LA-16 74 8 26 2020 0 0~w • Telescopic Galvanized Steel Mounting Post CALL2 BUSINESS DAYS ', s �~.� =0 a_ IN ADVANCE BEFORE ���j� ����� PROJECT N0. o X LUa • Concrete Footing Per Manufacturer's Recommendation YOU DIG,GRADE,OR ���� LA�SCAp� ���� O 1 Z) U g EXCAVATE FOR THE ��-*MARKING OF so mass*��. 291015008 0 1.1 �i 0Z of UNDERGROUND 08/26/2020 DWG. NAME w cn Q MEMBER UTILITIES w j�E`0 5008-PH1-LS.dw lof 13 shts MATCH LINE SEE SHEET 04 PLANTING KEY EVERGREEN TREES CIO COMMON NAME — — BLOCK 4 <' jE Norway Spruce Hoops Blue Spruce 34 Vanderwolf's Pine FUTURE SHELBURNE SOUTH PHASE 2 39 Austrian Pine NOT A PART I � � \`� \\\�\ SHADE TREES (CLASS III) �\ `� cn COMMON NAME 00 3 Bloodgood London Planetree LLJ _ \ �\ I CL El Swamp Oak 10, C/i \ \� STORM WATER ~ M ESMT I O SHADE/STREET TREES (CLASS 11) 35 W COMMON NAME Q Z Autumn Purple Ash (n 8\ ` \ 38 . w Manchurian Ash 00 O Skyline Honeylocust 00 Z ° American Sweetgum / \ PROP. FIRE HYDRANT `\��� \ — — — — — — — — J v� v �o Tulip Tree — — — — — — — 0 U Littleleaf Linden ICY BO \\\\ 5' 5' Q Ii II 9 \� ��\`\\\\ SSW 33, SSW ORNAMENTAL TREES (CLASS 1) o — — — \ �� 37 \� \`�`� COMMON NAME I B/C 36 Serviceberry Cn 00 `� `�\ 6' HT. SOLID VINYL FENCE, TYP. 47 Cruzan Crusader Hawthorn \\ S"yy 8"W "w 8"W `� \\\ SEE DETAIL 1, SHEET 09 / RAW 00 o Royal Raindrops Crabapple I� / Spring Snow Crabapple Canada Red Chokecherry \ y 41 41 .41 I ,� I \\ W W w y w w � y y w W w . 8 S W • W y W W W • Chanticleer Pear W W I y`S0�/� SHRUBS COMMON NAME 00 0 Ivory Halo Dogwood 1 \ 8"W— 12» Show Off Starlet Forsythia • Lo BO Q Darts Gold Ninebark \ 8 S Little Devil Ninebark m Q Summerwine Ninebark 8"S— 8"S 8"S 8 'S � Fine Line Buckthorn Gro-Low Sumac Red Flower Carpet Rose GRASSES „ I LLj " I �'°°°°°°° BOTANICAL NAME/COMMON NAME y W Blonde Ambition Blue Grama Grass U) W W W W W W Karl Foerster Reed Grass W W y W L APN# I W W � W\ 1_ • �\'�_ Blue Oat Grass W W W ,1� W W W 3�a114� Maiden Grass S 1128438652 I W W W W y W y W /III`; �' `I' PERENNIALS W \ W / W y BOTANICAL NAME/COMMON NAME W W I 0 O ® Purple Coneflower V) IDj 5 I I ® O W W W W y W W O Arizona Sun Gaillardia O W W W QF I I 4 y W W y W W \� Stella de Oro Daylily o I O " W y O MO @ Husker Red Penstemon ® Hidcote Blue English Lavender ma0W W W y Q 3 • O Black Eyed Susan 07 Q N '-' �I I 2 1 W W y 1 • I W W W W y1 w MATERIALS LEGEND Z W � I W y y O O Q I I I • W W W W y y W W W -A W = _ W y W W W DESCRIPTION p G oY I W W W W W W W LU Festuca rubra CO w� I W W Unmown Red Fescue SHELBURNE Q r 1 uj 4 ao� aQ I I • , W I W , W W �. �. y y y .� � z WWW yW . Lawn SOUTH � PHASE 2 Q 3— • J W W Bluegrass/Rye Sod 0 0 o wo Boulders _ _ X_� I I �( =� �� �� 11 21 and 3' Diameter a BLOCK 5 I W • o • W W + • Aluminum Edging O. �_ n0w� Ln u W W W W KEY MAPLd !x�� Z Y �. y � W N.T.S. W .V W W W W N 0 QZ Q /111\��\"�'//�/• Vi .V W .li .li W °Y WL Ll J° W W 0 O ® ® ® W © © Q 11 O //II (/�1 W /O O 00 '�idpb� • w v� w w w W y .� w LwL W w •� • O �/ • • 2 co In O OQ � • M O n n• O +J 00 Z Q W W W W W W W y .y y. y. W ./. y. .y .y • V y y y. .1. .I. W W W � _O .� �— �LLJ .V .l' .l' � �S� \I/ `�/ 'T' �\ O •\/ •J�'ti ,y Z CIO Z _ J •�j f1.fl Q x Ld= y y a y ,,,'/ W l GRAPHIC SCALE IN FEET >+ >r �\ w w v t t w w w v w w t N w w w w y w w v w W —� w '\ -- -- -- W m'\ O 7,QfW - w L WJ - _� O _-------__ / / iv \ /= 0 10 20 40 _ �.— �, �.— .� �.— �. �.— .� y y— .y — W �. �. .� ,;,. I i ' ,,; \;, NORTH Q O Y W W W W J. W W y .1. .1. .I. W W W y Z .y .y .lam .y + .I. W W y .I. y. y. .y ./. .y _V� • • W r I • coLO /0 r W m W W y W W W �L W W W y W W .V W W W W Q W W W y W W W W W W W W W • W W Q Q y W • 0 Z Ox W Z —y—•Y .i. O O Q+��O y— � y. .y W © I I _— �L W W W •l° W _ Z U K Q _ — -- t�v~a --- — ------------------ ------- -- — ZQ ________ _ / ---- SHELBURNE SOUTH - PHASE 1 _ ;:;. ev .li .y W W W W W y W W y W 'I, \ W W CD V) L Q __ T T W W— 4 4 `� mil— Ld — UGT — UGT — UGT — — UGT ------ UGT UGT — — ----- — --- — -- -- QQ — — — — — — — — — — — — — .�,— may.— Uu. w .I. w .I. y — ---i--�r—�I, .I. .I. _ — — — •v W .b .v W —W •b .v — 1GT_——_ _U� �__�— O - - - - - ----- LANDSCAPE PLAN73 = Z PROP. STREET LIGHT TYP. — — — — —�w p — GAS — — — — — GAS — — — —GAS — — — — GAS — — — — — GAS — — — — — GAS — — — G — GAS , GAS GAl — — GAS GAS GAS GAS GAS GAS GAS p W 2 12 " out �' -----------�VISION TRIANGLE, TYP. --�2' ' --___-- `� ------- =N rt�rr— ______ __ ------------------- ------------------- -------- ��oo . ENTRY MONUMENT, MERIDIAN, ID g ZZ SEE SHEET 12 0 O LLI G_W 0 o N - - - - - - - - E. AMITY ROAD Kio m ey >>> Horn O O0 OWD Z NLn00 x Z~ © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m > oaf W U 7)V)z 950 Bannock Street, Suite 1100 0 Lj ------------ x Co a­ ---------------------- o �� /� — Boise, Idaho 83702 208 297-2885 N Z" D D CHECKED UGT — UGT — UGT — UGT — UGT — UGT — UGT U �lGT--� — UGT GG1��—� __\UGT �— UGT — UGT — UGT — UGT — UGT — UGT — UGT U UGT — UGT — UGT ••..•••••••.• x nW° .•' F '•. -- -------------------------------------------------------------------------------------- \) GMW GMW ASD 100, --------------------- —' �•• S �� s. �EBo� o 'o� SCALE (H): 1"=20' � 011111 �••� ; '� SCALE (V): NONE W 00 5 W )HE OHE E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 0 /x�� U-0� Call before you dig. w i W o I J w,owwbarsbelow �, ; DATE: SHEET NO. 0 LA-16 74 8 26 2020 0 w CALL 2 BUSINESS DAYS � On Z0LdW IN ADVANCE BEFOREYOU DIG,GRADE OR �.01� Q��O�• PROJECT NO. 02 z x v g EXCAVATE FOR THE ����A�DSCA��••��� 291015008 0 E v)0 Z U MARKING OF NDERGROUND 87;; ;0 Q w 0 Q MEMBER UTILITIES 08�26�2020 DWG. NAME w j��`0 5008—PH1—LS.dw of 13 shts PLANTING KEY EVERGREEN TREES COMMON NAME MATCH LINE SEE SHEET 04 Moon Glow Juniper Norway Spruce MATCH LINE SEE SHEET 04 \�� `;;\\ ,, W�WWWWWW WWWWWWW x x p p Hoops Blue Spruce W W W W W W W W W W IV W W� W W W W W Vanderwolf's Pine NV W W W W I / • W W W W W W W W W W W W Austrian Pine 41 .y W W W W W W W W W W W \ W W W W W W W W SHADE TREES (CLASS III) 24 WI W \ W W W W W W W W W COMMON NAME W W W W W W + Bloodgood London Planetree 00 W W W W /�/ /�J� W W \ W W W W W W W 04 1-1 Swamp Oak MATCH LINE SEE SHEET 04 WI W W W W W W �� �� W I SHADE/STREET TREES (CLASS II) W° W W W W W\ � ` \\ ;/ COMMON NAME W W W W W W W W W W `Y \ / \ W W W I W W W W W W ^/ Autumn Purple Ash W W \ W W W W W W W W W W3 W W \ Manchurian Ash I W W W W W Skyline Honeylocust BLOCK 4 10' W BLOCK 2 W W W W W W W� ° American Sweetgum N W WW W W 10, W W W W W W W STORMWATER I W W STORMWATERW W W W W W W W W W IV Tree N 29 I 25 ESMT W W ESMT W W W W W W W Q o° • W W W W W W W W W W W W W o I W° W I W W 5' PATH, TYP. W W W W Q Q Littleleaf Linden W ORNAMENTAL TREES (CLASS 1) W W W W W W W W W W W LU - W W W W W W W W W W W W W J W W W W W W W W W W W COMMON NAME IV W I W W W W W W W W W W W W W W W W Q � W W W W W W W W W W W W W W W W Q Serviceberry LU W W W I W W W W W W W W W - - - - - - _ - 1 _ _ - - - - - - I Uj W W W W W W W W W W Cruzan Crusader Hawthorn 0o W W W W W W W I I Royal Raindrops Crabapple Z J ^ • GI o J x Spring Snow Crabapple 2 I I Canada Red Chokecherry Q 5' 5' I 5' HT. OPEN VISION IRON FENCE ALONG Chanticleer Pear S/W I 33' S/W I PROPERTIES FACING CANALS, TYP. 28 26 I B/C SEE DETAIL 3, SHEET 09 SHRUBS 2 II COMMON NAME 47' APN# 0 Ivory Halo Dogwood I Show Off Starlet Forsythia R/W I S1128449082 PROP. FIRE HYDRANT [} Darts Gold Ninebark Little Devil Ninebark Summerwine Ninebark W / + W W W W W W W W W W W W - W W W W W W W W W W I �����'}}�� Fine Line Buckthorn UNI\Y�� W W W W W W W W W W W W W W W W W W W W W W W W W + + + W W W W W W W W W W I i I �J�t 27 I I � W W W W W W W W W W W I I Gro-Low Sumac W W W W W W W W W W W W W W W W W W W W W W W W W W .y W W W W W W W W W W W W W W W W W W W I I I Re Flower Carpet Rose / I W W W W W W u� W W I i i GRASSES BOTANICAL NAME/COMMON NAME N L - - ; I 'Blonde Ambition' Blue Grama Grass 1 I i Karl Foerster Reed Grass 12" 12"W— 12" Blue Oat Grass VISION TRIANGLE, TYP. I I B I I I /r MAILBOX CLUSTER SEE a�114y I ry/�� Maiden Grass DETAIL 6, SHEET 10 - c� � I I � ; PER E. GRAYSON DR. - n m- -� � - i BOTANICAL NAME/COMMON NAME 8' S OS �S 8 S ° S .S C 1 1 I II ® Purple Coneflower 0 q 1 i i O Arizona Sun Gaillardia a ' i i > Stella de Oro Daylily o2 ®® i ® Hidcote Blue English Lavender ' 111111444444444 w - - - - - - - - - - - - - - - - I i i Husker Red Penstemon dU m I I I O Black Eyed Susan 07 C rQO in �a — — — — — `� I MATERIALS LEGEND o�=� I I N LLJ oo I o < I I I I DESCRIPTION 05 , J N �Y - � V) I Festuca rubra C wP o L`' i i I Unmown Red Fescue SHELBURNE °J 04 U~ V) I W W Lawn SOUTH ao� a U Z[0 W W W J000 I I I 1 1 I J = % / a 3`�w3 i Bluegrass/ Rye Sod F �� 0 o�z N I r ...... o Bo u e rs ///EVEN/ii, �w I I 1 2 and 3 Diameter T127j/Ln oI U m I W aJ ���,� 6 HT. SOLID VINYL FENCE, TYP. 0 0'¢ W `�' SEE DETAIL 1, SHEET 09 Aluminum Edging 2 3 4 5 6 7 I �� KEY MAP Y � W V) _ I N.T.S. 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SHRUBS g Xwz SHADE/STREET TREES (CLASS II) COMMON NAME DESCRIPTION Z cap CO �Q I COMMON NAME 0 Ivory Halo Dogwood Festuca rubra F Zo Autumn Purple Ash Show Off Starlet Forsythia Unmown Red Fescue SHELBURNE SOUTH - PHASE 1 Ln o f 30 0 Darts Gold Ninebark t Lawn W of 2<< MATCH LINE SEE SHEET 02 � Manchurian Ash a Little Devil Ninebark W W W W y Bluegrass/ Rye Sod LANDSCAPE PLAN 73 co w� PLANTING KEY 47' 3 p Skyline Honeylocust Q Summerwine Ninebark Boulders W _¢ e Fine Line Buckthorn 0o 1' 2' and 3' Diameter U oo EVERGREEN TREES R/W ~~ COMMON NAME I ° American Sweetgum Gro-Low Sumac MERIDIAN, ID 00 o�Z Red Flower Carpet Rose Aluminum Edging 0 -a� Moon Glow Juniper 0 Tulip Tree �, g Ln- 0 GRASSES o 0� — — — — _ — Littleleaf Linden Z OWD �D(nF- Norway Spruce BOTANICAL NAME/COMMON NAME Kio ey >>> Horn o i x o= 'Blonde Ambition' Blue Grama Grass W >�a� Hoops Blue Spruce MATCH LINE MATCH LINE SEE SHEET 03 ORNAMENTAL TREES (CLASS I) �02o KI���Y- oRN AND assoclAT-s, Inc m ��z Karl Foerster Reed Grass i+f� Vanderwolf's Pine SEE SHEET 02 COMMON NAME g`�o B�:,r,o�k s�ree�, ��ai��e 7-2 3; Blue Cat Grass Boise, Idaho 83702 208 297-285 0 Z� Serviceberry °"'t s X • 3ryh11`\� Maiden Grass •� DESIGNED DRAWN CHECKED W X co Austrian Pine PERENNIALS o''' �� of IO••'•. GMW GMW ASD N -� a1 0r o Cruzan Crusader Hawthorn BOTANICAL NAME/COMMON NAME .••••`'�P� s DEBo9�°•��•. SCALE (H): 1"=20' o Royal Raindrops Crabapple ��� '� �� 9� SCALE (V): NONE W o W SHADE TREES (CLASS III) o ® Purple Coneflower Uj X wZ COMMON NAME o ww Knowwmftbelow DATE: SHEET NO. E L� Spring Snow Crabapple O Arizona Sun Gaillardia Ca��beforeyoudig. �, w W LA-16 74 8 26 2020 y y CALL 2 BUSINESS DAYS • J� • PROJECT N0. u' B oo goo London P anetree E �Ld + �, Stella de Oro Da lil • o Za Swam Oak Canada Red Chokecherry ® g you i�;GRADE, •��•.� C xw� p Hidcote Blue English Lavender • d/ QUO 04 Z g • EXCAVATE FOR THE •••��SCAp�•.• 291015008 0 Chanticleer Pear Husker Red Penstemon MARKING OF ••••Ross•• w w DWG. NAME �L_� O Black Eyed Susan UNDERGROUND 08/26/2020 /x�o MEMBER UTILITIES 5008-PH1-LS.dw Of 13 shts a 0 I 0 . --T — — — — — — — — — — — — — — — — — % 6' HT. SOLID VINYL FENCE, TYP. O \\ <) SEE DETAIL 1, SHEET P. EXISTING TREES TO REMAIN, TYP. PROP. FIRE HYDRANT E "\a ", E EG \ EG EG EG EG EG `\ \ .. O `\ `\ "s 8 s— O GRAVEL ACCESS ROAD 8"s 0 y y y y y y \ `\ EG EG EG EG _----- EG \ EG EG EG — — EG — _ EG / ------ � yyyy yyy y yyyyyyy PROP. 3' RETAINING WALL, TYP. / SEE CIVIL PLANS yyy y y y y y y y y y y y y y y y y \\ \ \ \ \ \ \ y y y y O \ \ \ 13 �. _-_ \\\ \ \\ FUTURE SHELBURNE � \ SOUTH PHASE 2Cli NOT A PART I y y y y \ \ \ 6 HT. OPEN VISION VINYL SLAT TOP \\ \ \ \\ FENCE ALONG COMMON AREAS, TYP. y y yCli SEE DETAIL 2, SHEET 09 PROP. STREET LIGHT, TYP. A� � y y y \ \ \ 0 vv v vv vv Cam!) LU Lf) 14 s � \\\ Aso 8•�v \ \\ \ \ 5' HT. OPEN VISION IRON FENCE ALONG \ S 30 / \\ >�\ \\ PROPERTIES FACING CANALS, TYP. n SEE DETAIL 3, SHEET 09 \ \ h \ \`, \ \\ 13, Fsy \ �c \\ \ / \ 15 PLANTING KEY \ \\ � . � / \ � 6 EVERGREEN TREES COMMON NAME Moon Glow Juniper Norway Spruce \\ \\ \ \\\ / 16 Hoops Blue Spruce • Vanderwolf's Pine Austrian Pine U SHADE TREES (CLASS 111) 17 / \ \ COMMON NAME ; \\ ��C \\ // QV)Li Bloodgood London Planetree a— Swamp Oak 6 nwo ' i \\ \ \ \\ / tK �a0-0 i I \ \ \ \ / / O °mao SHADE/STREET TREES (CLASS 11) \\ 0 COMMON NAME i i \ \\ \ 18 �• Autumn Purple Ash i v v v v v GJ oo3r i i \ \ \ / / 1 l Manchurian Ash N oY I I V C) / CO w� Skyline Honeylocust \ SHELBURNE Q ao� ' i i \ UJI SOUTH 4 ° Z O ° American Sweetgum a f i i i \ ` PHASE 2 o Cn o 0= ul i p Tree ----------------- T l i - \ l i I W Z 00 ,n o — — — a- v)aw ' Littleleaf Linden \- i W 2— Z U LUm � 0 �ow= ORNAMENTAL TREES (CLASS 1) i i FUTURE SHELBURNE z r ��� COMMON NAME \ i i SOUTH PHASE 2 N.T.S. Y 0� � I � KEY MAP o i'rw Serviceberry OS � � ; NOT A PART = a m co o Cruzan Crusader Hawthorn i j �I w o �za - I I Z '-Z Royal Raindrops Crabapple Co z a o � a o-Z a E o wo Spring Snow Crabapple �s \ ; GRAPHIC SCALE IN FEET >�,;r , , , 0 10 20 40 NORTH LO ° =w� Canada Red Chokecherry PERENNIALS \ CID %o�m • BOTANICAL NAME/COMMON NAME �� EN, � \ � i Chanticleer Pear Z Q,�oU)D� ® Purple Coneflower 0 ~ SHRUBS O Arizona Sun Gaillardia SHELBURNE SOUTH - PHASE 1 o =Qa COMMON NAME > Stella de Oro Daylily 0 `� Uj V)Z ® Hidcote Blue English Lavender of 0 Ivory Halo Dogwood LANDSCAPE PLAN = Zo Show Off Starlet Forsythia C} Husker Red Penstemon N wN =N Darts Gold Ninebark O Black Eyed Susan w 10o 0 Little Devil Ninebark MATERIALS LEGEND MERIDIAN, ID 0 o wZ Summerwine Ninebark 0 o a� Fine Line Buckthorn DESCRIPTION o��� DESCRIPTION Sumac Kio ey ))) Horn C) o wD Festuca rubra Z 0 N n 00 ® Red Flower Carpet Rose X Z~ Unmown Red Fescue COf Z� 020 KIVLCY ORN AND ASSOCIAT-S, \C. U� U- V)w GRASSES Lawn 9`r0 Bc-inock Slreel, Suite 1"00 n X w8 BOTANICAL NAME/COMMON NAME W Bluegrass/Rye Sod z U, Boise, Idaho 83702 208 297-2885 �� •�....... DESIGNED DRAWN CHECKED N 'Blonde Ambition' Blue Grama Grass Boulders X __ �� Q �� of Io GMW GMW ASD N ao�� Karl Foerster Reed Grass 1 , 2 , and 3 Diameter V�� . �0 C71 �� s �sBo��o�•o� SCALE H 1"=20' Z o Blue Oat Grass i * • ( ) W iXwZ a;;y= Aluminum Edging ��/ SCALE (V): NONE o =J 3m� c Maiden Grass �J KnowvAmftbelow. LA-16 74 DATE: SHEET NO. U o Call before you dig. v ; w 8 26 2020 0 0 w CALL 2 BUSINESS DAYS �• �� � of OnZ0 Ld(if IN ADVANCE BEFOREYOU DIG,GRADE OR •••01� Q��O•• PROJECT N0. 05 z x v g EXCAVATE FOR THE �����SCr'���••••• 291 01 5008 0 E v)0 z MARKINGUNDERGROUND ••••■••••• a w o Q MEMBER UTILITIES 08/26/2020 DWG. NAME w jx P`0 5008—PH1—LS.dw of 13 shts PLANTING KEY EVERGREEN TREES n_ COMMON NAME -9� Moon Glow Juniper C/l y Norway Spruce Hoops Blue Spruce C/l y FCC`s Vanderwolf's Pine Austrian Pine 01> SHADE TREES (CLASS III) S� y// COMMON NAME 7 / MATCH LINE SEE SHEET 07 + Bloodgood London Planetree �O� Swamp Oak y W BLOCK 3 W \ SHADE/STREET TREES (CLASS II) /�5' HT. OPEN VISION IRON FENCE ALONG COMMON NAME y W W PROPERTIES FACING CANALS, TYP. \ Autumn Purple Ash 0y W W W S 6 \ SEE DETAIL 3, SHEET 09 \ I Manchurian Ash 0 Skyline Honeylocust 0- lei, �� \ American Sweetgum W W y W W y W W W y , / \\ oo Tulip Tree W W W y * \\\\ \\\\ \\ O W W W W W W �, � \ `° \\\ \\\ \\\ � • Littleleaf Linden W (� W W PROP. STREET LIGHT, TYP. y. W W y y W Y W ` • 5 / \\ \\I \\\\\ \\\\\\ ORNAMENTAL TREES (CLASS I) i \\ \ '\\ W y W W W W � \\\\\\ `\\\\ \\\\\\ '\\\\\ � COMMON NAME / Serviceberry V y W W \ O W W • Cruzan Crusader Hawthorn 0 W W W \ �� ����' / \\\\\ \\\\ \\\\ Royal Raindrops Crabapple \ \\\ o • �1 \� \ \\ Spring Snow Crabapple / `� Canada Red Chokecherry \ lo, — Chanticleer Pear 4 SHRUBS . 3 / \ � COMMON NAME • / /\ 0 Ivory Halo Dogwood Show Off Starlet Forsythia Darts Gold Ninebark / \ 0 Little Devil Ninebark / I (D Summerwine Ninebark / I Fine Line Buckthorn / I Gro-Low Sumac .� Red Flower Carpet Rose 4 / � �/ I GRASSES / BOTANICAL NAME/COMMON NAME 6' HT. OPEN VISION VINYL SLAT TOP FENCE ALONG COMMON AREAS, W I Blonde Ambition' Blue Grama Grass lrrJ TYP., SEE DETAIL 2, SHEET 09 3 I Karl Foerster Reed Grass O y I Blue Oat Grass Maiden Grass PERENNIALS / 5 W W W * W W I O BOTANICAL NAME/COMMON NAME w w w I ® Purple Coneflower � y w =�Z �� \ W W W W y W I I Arizona Sun Gaillardia N Oro o� Stella eeBlue English Lavender w w . ,� cn I ® g y W o wo / \ / y y y 00 I @ Husker Red Penstemon o m a-� Q'� \ / y W W o I O Black Eyed Susan ciao ` / v v v v 07 � � � � � � � � MATERIALS LEGEND Z / oo3r \ 6, y I DESCRIPTION 0 /% d'J / W W W W W y W W 2 O Y W Festuca rubra W W W W W W W Q °�r 10 \ v v v y y v Unmown Red Fescue SHELBURNE ao J / BLOCK 4 \ W W W y W W W I 6' HT. SOLID VINYL FENCE, TYP. y Lawn SOUTH 4� 3 / / > 0 . . W W W W . W W W C1 I SEE DETAIL 1, SHEET 09 W W W PHASE 2 a LL, W W W W W W W Bluegrass/Rye Sod 0 U J 0 1 oU /� / / y y Q I Boulders l J — — _� y W ��yy U W W W W y W `L I I xa� � to—w / z Um / W W W y W W 1' 2' and 3' Diameter a .y .y W W W W W y W W W w J W W W W W W W W y ✓ W W W W W J W V Z W W W W W W u L� • Aluminum Edging O p N / / • y IV W W G I� w v v v y v w r _� y y y 41 � KEY MAP / Ld x�� 9 / PROP. 3 RETAINING Q oZ / WALL, TYP. i — N.T.S. o o rQ I SEE CIVIL PLANS y y U) L — — J a-0 Z 0 W y I 2 p O U / /_�• C x 0 O / • ('J m ° >Za / VISION TRIANGLE, TYP. 89V >wo / BO I o �Z �coZ< / w w L C4 I a co Nz 1 o w� / 8 / W W `� —E. ARABIAN DR. I GRAPHIC SCALE IN FEET >�,;r 0 00 I 0 10 20 40 NORTH ° °w LO O 8"S_ 81$Sco L(�,m y I LLIO 0 / Q+��O W W I I Z �a SHELBURNE SOUTH PHASE 1 Za S y W W W W V L Q Q �l\ �V W Ji W W �r �i �V � VVV (ZIIAIIWN�V" w (n Z W W W W W W W W W y 0 ZZ �F�. 7 WWWWWWW � W � W � �� � �* y , LANDSCAPE PLAN 73 ,zo r,Q O / W W W W W _ .y W W W y W W + W W W W W y y y W W W W W W W W W W W W 0 (if N SOUTHPARK w � � � yy � w � a�000 • cnMERIDIAN, ID Iowa - - - - - - o X�Z W W W w I SUBDIVISION w J Q 0 d / W W W y W W W W / (.) U �� W W I BLOCK 2 APN# �0Fn� Kio m ey >>> Horn U w D -9T I S 1128449800 w w W W w W w W y O 0 N�oo � y /x O H W W W y W W W `Y `L W W y Z— C 2020 KIMLCY—. 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NAME w jx 0 5008—PH1—LS.dwa of 13 shtsfiL \ I SHELBURNE EAST I SUBDIVISION EXISTING TREES TO REMAIN, TYP. \ IN, \ \ I .00 o � \ \ IVW W �Y \ \ '\ \ O IVJ W W V� `I' W \`\ O O + OQ O W • W® W W W`\\ `\ \\ \ `\\ W W `Y + + \ \ ` \ • O �' ,�r�r, J, W W V W Y W W\ \\ \ • W W W y `I' \�\/� Y �W L � W W J W W W W � W W \ `W O W W W W W JV W W J� y W W W W ® ` W W W W \\ `\ ` \ `I, W W W W J W W W W W W W J� W W W W W y • \ � .�. W W W W �Y W W �V y W W W W W �L W W W (D W 1 3 W W W W ` W \ — — y y W W W W W W W W `I� W `Y W W \\ \ W W W `Y `4 W W W � I W `\ \ \\ J� y W W W W W W .. W W �Y- W` _� ��y .i. _W W -W W W W W V y W W W W \ • J� -� `� `� `Y `Y W WV W W W .y W W + + W W W W W J� W W IV 4, `\ \ \. `APN# \ / \ W W W `Y W W W ` W V� W V `\ \\ `\ �i,- +k- -I�- y� T W W W W W WY WW �WWWWyW � �S1128438410 W W W W W I W W W\ � W W W W W W J y W W \ \\ \ \ \ O \ W W .y W W W W W V� y W W .y 1 W \\ W W W -V \W W W W V W W W W `Y W W • W V `I' W W W \ y W W W W W W 6' HT. SOLID VINYL FENCE, TYP. / \� \ W W W .y W W .y W W `\ '\\ `\ \`\ y W W W �,\ ,,-' BLOCK 8 .y W W W W W y y W W W W W W W W W W W W W W W W W y y y W W\ W \ W W W I \ W W IPy W W SEE DETAIL 1, SHEET 09 W W \ \ y W _ W W TRASH RECEPTACLE, TYP. W W y W W W W • / � W W W W W W O W X 12 W W W W / \\\ \\\ `\\ \\ SEE DETAIL 7, SHEET 10 W W W O W W W y W W W W W W y W `L W I-* W W W W W / W Ji y \\ \\ O IV \ o W W W W W W W J y W • + W y \ O �(i�- O • \ W W J � W W J y W W W � I \ W W � /`r, y W W BENCH W 4'TYP. �� y W W W W I O \\ W W W W J y y W W W W W y W W W W J SEE DETAIL 5, SHEET 10 W � \ W W + PET WASTE RECEPTACLE �� W W y W W I b O y W X � W W J� .v v� v� vI v� �v v- W\ �L W W W I I Q \ \\ \`\ �� \`\ \ W W W J� W W W y y W W PROP. STREET LIGHT, TYP. BLOCK 3 0 0 \\\ \\\` \ W W y y W W W W W W W W W W W W W W y y y y W \ Q W y \�Y y W o \ W W \ W W W W W 1P \ y W W I W L W W W J I Q W IV • W W J W W V J� y W W W W W W`� / / W W 5' HT. OPEN VISION IRON FENCE ALONG \ W PROPERTIES FACING CANALS, TYP. \ W y W W I W W I W y W W .9� 10 W SEE DETAIL 3, SHEET 09 y y W W I W W W W I I • I \W W \ Q Q W W W L W W EXISTING TREES TO BE REMOVED r / MITIGATION REQUIRED W W I „ r + y W I W W Y W W 4, W ` W I O ^DJ �G \W y \\ '\\ \\ \ O \ W \W V� y y W W W O W tK 4D W \ 1 C \ 9 \ W I BLOCK 4 I 4' HT. CHAIN LINK FENCE vN W W \\ \\\ '-� Q wU \ W W \\ A \ SEE DETAIL 4, SHEET 1 LONG DOG PARK, O o< \ \ V)w�Q z O o 8 APN# 0 m a a o oseeie \ \ S \ \\ \\\ ` \\\ ` \\\ • S1128449300 o `� oo3r \ 41, / C ✓ \ \ \ I (j CO� zo ti W CO w o \ \ 4 N \ \ ` \ (n p �� \ �� XaF- PLANTING KEY ,S, EVERGREEN TREES ORNAMENTAL TREES (CLASS 1) PERENNIALS ��C` \ 0 o�aJ COMMON NAME COMMON NAME MATCH LINE SEE SHEET 06 0 o ¢ BOTANICAL NAME/COMMON NAME 06, Lonorl� w X�, Moon Glow Juniper Serviceberry ® Purple Coneflower Y Norway Spruce Cruzan Crusader Hawthorn O Arizona Sun Gaillardia o o za Stella de Oro Daylily o o� Hoops Blue Spruce Royal Raindrops Crabapple ® Hidcote Blue English Lavender x w cn o o-Z¢ (� Husker Red Penstemon Z 'wZ00 Vanderwolf's Pine Spring Snow Crabapple LdZ . Z¢ 0 Black Eyed Susan Z Canada Red Chokecherry o ¢ X Austrian Pine y MATERIALS LEGEND 0GRAPH0IC SCALE IN FEE 40 > >r . NORTH n ° w� Chanticleer Pear co ° �� SHADE TREES (CLASS III) 1 E o oY DESCRIPTION oLn�m COMMON NAME XZ SHRUBS C5 Bloodgood London Planetree Festuca rubra Z < + COMMON NAME unmown Red Fescue 05 1 SHELBURNE SOUTH - PHASE 1 a na Swamp Oak � Ivory Halo Dogwood W W Lawn Ln 0of CZ< ❑ W W <Z Show Off Starlet Forsythia W y Bluegrass/Rye Sod SHELBURNE w CQ) zZ 0 Darts GoldNinebark Boulders SOUTH 04 LANDSCAPE PLAN a w< SHADE/STREET TREES (CLASS II) O Little Devil Ninebark 0o 1 0 73 �- e �! wN ', 2' and 3' Diameter w _- 1 n COMMON NAME Sumerwine Ninebark 000 m\� Fine Line Buckthorn Aluminum Edging 03 MERIDIAN, ID owQ Autumn Purple Ash 02 o X�w Gro-Low Sumac 1 o a� Manchurian Ash 0 Red Flower Carpet Rose �0Fn� Kio m ey ))) Z N o 0o a Skyline Honeylocust GRASSES KEY MAP0 X OH BOTANICAL NAME/COMMON NAME N.T.S. 2020 KIMLCY—. ORN AND ASSOCIAT-S, I\C. >_ °a� American Sweetgum U- �i U)V)w 'Blonde Ambition' Blue Grama Grass 9')0 R(,-,r o-k S reet, S�a�.a g oo z =o Z� oo Tulip Tree Karl Foerster Reed Grass Bose, Nano Toe 208 2gT-2885 N i X oo ° • Blue Oat Grass DESIGNED DRAWN CHECKED W N w� Littleleaf Linden •• ••••�•• "�� as""'= Maiden Grass ��� �F Ioq '•., GMW GMW ASD N �-� Ohl\c o�Z •� S� S E�O .� o�o ` , �' D 9� * SCALE (H): 1"=20' U X�� ��/ SCALE (V): NONE w o - Know wbarsbelow �, ; DATE: SHEET NO. wz °-0 L w Call before d' • C� �v • w o� LA- 74 8 26 2020 0 0 w CALL 2 BUSINESS DAYS •� � ��.� Onw0 IN ADVANCE BEFOREYOU DIG,GRADE OR �•.01� Q��O�� PROJECT N0. �� Z x g EXCAVATE FOR THE ����ANDSCA .�•� 291 01 5008 0 E V)0 Z MARKINGUNDERGROUND •••••••••• ¢ w oZ MEMBER UTILITIES 08726�2020 DWG. NAME w jx P`0 5008-PH1-LS.dw lof 13 shts NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING PLAN VIEW PLAN VIEW ® THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) 8" MIN. 14 GAUGE, ANNEALED STEEL GUY WIRE INSIDE 1/2" I.D. TREE TRUNK 14 GAUGE, ANNEALED STEEL GUY WIRE TREE TRUNK BLACK RUBBER HOSE AND TWISTED CLOSED AT ENDS �1 h� TREE STAKE,--- ` INSIDE 1/2" I.D. BLACK RUBBER HOSE TYP. 811 d \ AND TWISTED CLOSED AT ENDS � TREE STAKE, TYP. d ENDS OF WIRE ON INSIDE OF STAKE d o 3/4" 0 VINYL OR 2-PLY FABRIC BEARING 3/4" 0 VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. p p o RUBBER HOSE. 8" 0 LOOP AROUND 8" MIN. 0 LOOP AROUND TRUNK. p ' EACH MAJOR TRUNK. 14 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TO 14 GAUGE, ANNEALED STEEL GUY PLANT AND STAKE TREE AS DETAILED WIRE. STAPLE ENDS TO INSIDE OF INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WI E STAKE. ADJUST TENSIONBY WIRE PAIRS FROM THE MIDDLE TURNING WIRE PAIRS FROM THE EXISTING OR PROPOSED SLOPE 8x 2 TREATED LODGE POLE PINE TREE STAKES, I - MIDDLE. ALL MAJOR STEMS SHOULD / CUT BACK EXISTING SLOPE TO PROVIDE I EMIRTEENDW15 'E POLE PINE TREE FLAT SURFACE FOR PLANTING (DO NOT STAKES TWO (2) PER TREE; AVOID 2' MIN. TWO (2) PER TREE; AVOID PENETRATING ROOT BALL EXCEED 2:1 SLOPE) MULCH PER PLANS 3' MIN. PENETRATING ROOT BALL 1" MAXIMUM OVER ROOTBALL MULCH PER PLANS 3' MAX 18" FINISHED GRADE 18„ 1" MAXIMUM OVER ROOTBALL 3" HIGH SOIL i i CREATE TREE WELL AROUND BASE OF TREE AT DRIPLINE — FINISHED GRADE BERM TO HOLD i 2 MIN. MIN. MIN. WATER TOP OF ROOTBALL TO MATCH FINISH GRADE OF SURFACE MULCH /\\ //\\//\\//\\ / /\\//\, CREATE TREE WELL AROUND BASE OF — — — — — MULCH PER PLANS L \\ \ PREPARED SOIL BACKFILL, SEE SPECIFICATIONS /\\ /\ /\%\ , TREE AT DRIPLINE /\j\j /\j\j 1" MAXIMUM OVER ROOTBALL AL TOP OF ROOTBALL TO MATCH FINISHED //\\j\\j\ //\\\//\/ PREPARE PLANTING SOIL AS SPECIFIED FERTILIZER TABLETS PER SPECIFICATIONS GRADE OF SURFACE MULCH L UNDISTURBED SUBGRADE NOTE: IN HARD SOIL CONDITIONS, CREATE 'CHIMNEYS' PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. (MIN. 3 [EVENLY SPACED, NOT DIRECTLY BENEATH FERTILIZER TABLETS PER SPECIFICATIONS UNDISTURBED SUBGRADE ROOTBALL] @ 18" DEEP) TO PROMOTE DRAINAGE UNDISTURBED SUBGRADE 1 TREE PLANTING AND STAKING TREE STAKING - MULTI-TRUNK TREE PLANTING ON SLOPE SCALE: N.T.S. 2 SCALE: N.T.S. 3 SCALE: N.T.S. FINISH GRADE WHERE BOULDER RETAINS GRADE j BOULDER - � FINISH GRADE CONTAINER GROWN SHRUB/GROUNDCOVER EXISTING OR PROPOSED SLOPE PLANT, SIZE AS NOTED ON PLANS CUT BACK EXISTING SLOPE TO PROVIDE FLAT SURFACE 85% COMPACTED NATIVE SOIL FOR PLANTING (DO NOT EXCEED 2:1 SLOPE) III MULCH PER PLANS F�wj ' BOULDER 1" MAXIMUM OVER ROOTBALL FINISH GRADE NOTE: PLACE ALL BOULDERS SUCH FINISH GRADE THAT 1/3 OF THE TOTAL MASS OF EACH IN. PLANT SHRUB AS DETAILED BOULDER IS BELOW FINISH GRADE. BOULDERS SHOWN IN A GROUP ARE - - - - M — - - - - - - - - _ TO BE PLACED TOUCHING EACH OTHER IN A NATURAL \ TOP OF ROOT BALL SHALL MATCH ADJACENT GRADE - CONFIGURATION \\\ 00 I \\\\\\ /\\ BALL /\j\ FERTILIZER TABLETS PER SPECIFICATIONS TT // \ _ PREPARED SOIL BACKFILL, SEE SPECIFICATIONS _ /j L NOTE: IN HARD SOIL CONDITIONS, OVER-EXCAVATELd /j/ j/j\ _ MULCH PER PLANS Li �� PLANT PIT AND PLACE ROOTBALL ON 8" OF PREPARED \//// ROOT \ —I 1" MAXIMUM OVER ROOTBALL o� BACKFILL CREATE 'CHIMNEYS' (MIN. 2 [EVENLY SPACED, \//\ BALL \//\ PREPARE PLANTING SOIL AS SPECIFIEDLd _ ° QQ NOT DIRECTLY BENEATH ROOTBALL] @ 6" DEEP)TOLd — �' aU) PROMOTE DRAINAGE UNDISTURBED SUBGRADE o ao UNDISTURBED SUBGRADE III III III III III — �Q 85% COMPACTED NATIVE SOIL _Z oO SHRUB / GROUND COVER PLANTING SHRUB / GROUNDCOVER PLANTING ON SLOPE BOULDER INSTALLATION � �J6�Y SCALE: N.T.S. 5 SCALE: N.T.S. SCALE: N.T.S. Q, w O z U� W OJ ~ Q Q O �� N F N (n d� J 0-O Z a- U z �W O 0] Ld 00 w� 2 O U)< Lnw v=i OfZ TOP OF EDGING TO BE 1/2" ABOVE TURF Y Q) O o co L_vi a- Za TOP OF STAKE TO BE 1" BELOW TOP OF EDGING < i Oo AMENDED PLANTING BACKFILL MIX co ON 0 z< o a- wz MULCH PER PLANS MIX SHALL CONSIST OF: 1/2 PART 'NATIVE' SITE SOIL (NO CALICHE IN BACKFILL) & 1/2 PART o Z¢ z " Lnz MULCH (*HUMUS) *NATURAL FERTILE, FRIABLE SOIL THOROUGHLY MIXED PRIOR TO BACKFILLING ¢ E wo 1/2" PIT. REMOVE ALL INORGANIC MATERIAL GREATER THAN 1" IN SIZE. SOIL BACKFILLING SHALL BE 1 > >r 1-1/2" ACCOMPLISHED IN 6" LIFTS. EACH LIFT SHALL BE WATER SETTLED WITHOUT POOLING. 3 a W� - - - - - Y _ SLOW-RELEASE FERTILIZER TABLETS Q 0,,-,, _ 3„ z Ld Q �� FERTILIZER TABLETS SHALL BE AGRIFORM OR EQUAL (21 GRAM 20-10-5) SLOW RELEASE. TABLETS o zQ = STAKE PERMANUFACTURER's SHALL BE PLACED AT 1/2 THE DEPTH OF THE ROOTBALL ATTHE FOLLOWING RATES. SHELBURNE SOUTH - PHASE 1 �73 ¢� III - RECOMMENDATIONS 1 TABLET PER 1-GALLON CONTAINER N i 2 TABLETS PER 5-GALLON CONTAINER m E Zo III - 3 TABLETS PER 15-GALLON CONTAINER LANDSCAPE DETAILS a ir0 4 TABLETS PER 24 BOX N WN W W= NOTES AND AT A RATE OF 1 TABLET PER EACH ADDITIONAL 6" BOX SIZE. WHEN MULTIPLE QUANTITIES OF MERIDIAN, ID wQ TABLETS ARE REQUIRED THEY SHALL BE EQUALLY SPACED AT THE SPECIFIED DEPTH. CD 00 V)wZ 1. BED EDGE SHALL BE 5" BLACK COMMERCIAL ALUMINUM OR STEEL EDGING WITH 12" SPIKES AT 3' o o-0a� ON CENTER MAXIMUM. 0 0 2. INSTALL EDGING ONLY IN AREAS TO SEPARATE ROCK MULCH FROM TURF. Kio m ey >>> Horn 0 3 wD 3. EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. Z ico o� 4. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. �O ZF 2020 KIVLCY ORN AND ASSOCIAT-S, AC. m UIX�w °�0 Lc��nock Alreel, �ui�e 1"00 _70p METAL BED EDGING BACKFILL AND FERTILIZER NOTES Base, Idaho �02 208 2g�- 5 N i l0o ••��.......�■■ DESIGNED DRAWN CHECKED W X Lu SCALE: N.T.S. •••• OF I ••'• GMW GMW ASD a o~ ••��Q C O9�••• z 10=z 1 � �� S S cn DEB O •• z �o �,� oy SCALE (H): NONE F ���Uw ��� '� SCALE (V): NONE ■ X W Z LA- 74 W o =J KrKw below. �, ; DATE: SHEET NO. U o Call before you dig. �v 8 26 2020 0 0�w CALL 2 BUSINESS DAYS �� � ���� OO w� YOU DIG,GRADE OR •e- IN ADVANCE BEFORE ••01� Q��O•• PROJECT N0. �� z x v g EXCAVATE FOR THE •�•���SC���••••• 291015008 0 MARKING OF Ev)0 z UNDERGROUND ■■■■■•■••• ¢ w oz MEMBER UTILITIES 08/26/2020 DWG. NAME w jx�o 5008—PH1—LS_DTLS.dw of 13 shts POST CAP 6'—0" O.C. POST W/ CAP 6'-0" O.C. � 13/4" X 3Y2" TOP RAIL Z/5" X 5" POST 1 Y2" X 5Y2" RAIL 3/8" X 13%" PANELS N OPEN VERTICAL SLAT TOP (50% OPEN VISION) PER MERIDIAN CITY UDC 11-3A-7A.7 14" X 54" BOTTOM & CENTER RAIL 0 0 I I 0 � 00 PANELS _ _ =I I=I I=I I=I I= = I = I = I = I = I = I = I = I = I = I = I = I = I = = I = I = I = I =II=II=II=II=II=II=II=II=II=II=II II=II=II=II=II=II=II=II=II= I = I = I = I = I I = I = I = I = I = I = I = I - II=II=II=II=II=II=II I = I = I = I = I = I = I = I = I = I = I = I = I = I I = I = I = I - I - I_I -II-II-II-II-II-II-II-II-II-II II_II_II_II_II_II_II_II_II- I - I - I - I - I I - I - I - I - I - I - I - II-II_II-II-II-II- II I_I I_I I_I I_I I_I I_I I-I I-I I-I I_I I-I I-I I-I I_I I_I I_I - I - I - I - I - - I - I - I - I - I I I-I I-I I-I I-I I-I I-I I- - I - I - I - I - I - I - I - I - I - I - I - I - I - - I - I - I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —� I I- -I I '- � - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —� I_�I_�I_�I_�I_�M I_�I_�M I=_�I_�I_�I_�I_�I_�I_�I_�I_�I— I — I — I — I — I = I , . I —�I—�I—�I—�I—�I—I I — I — I — I — I — I — I — I — I — I — I — I — I — I — I — III= — — — — — — — — — — — — — — — — — — — — — — — — I _ -I = - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - i l lI I I_I III I I-I I-I I-I I-I I-I I-I I-I I-I I-I I-I I-I I-I I-I I-I I-I - I - I - I - I - I , I , , I I I-I I-I I-I I-I I- - I - I - I - I - I - I - I - I - I - I - I - I - I - - I - —I I=III- -I I-I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I-I I-1 I I-I 11=1 11=1 11=1 11=i I I-I IEI I-I El I-I I-I I I - I - I - I - I - I - I - I - I - I - I - I - I - I I - I - i t I—III—III—III—III—III—III—III=I I-I I=III—III I—�I—�I—�I—�I- = I = I = I - I - - I - I = I = I - - I = I = I = _ i FOOTING PER MFG I— _ _ _ RECOMMENDATIONS _ _ _ _ _ _ •ail=NOTES: 1. FENCING TO MATCH EXISTING OAKS SUBDIVISION VINYL FENCING. CONTRACTOR TO FOOTING PER MFG VERIFY STYLE TO MATCH. RECOMMENDATIONS 2. 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 NOTES: COMMON LOT SIDE. 1. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM R/W 1 SOLID VINYL PRIVACY FENCE (TO MATCH SHELBURNE EAST) OPEN VISION VINYL SLAT TOP FENCE SCALE: N.T.S. 2 SCALE: N.T.S. W D W Q) WU O �w H 4a dU U WO afu) dcn O v>a NO 3z N ra -z N =0 6'-0" O.C. 4" PICKET SPACING IfJ Q �� Y U ZO 3 1" X 1Ya" HORIZONTAL OF RAIL vi o a QQ U of W 2" X 2" SQ. TUBULAR METAL wo POST, TYP. (.080 WALL MIN.) Z a� a m 5/a" X 5/a" PICKETS o 0 a Q (.050 WALL) } OWW J 2 Ic ~U Y of? W O O 0 a- Z¢ 2 OD W V) ON m W v) O Z O OQ O ~Z I z Z Q L Z u/ UO Q) = 5} iA O W J t0 a V)m i o -m z Z Q g0 z 7 a SHELBURNE SOUTH - PHASE 1 Za a W (nz FINISH GRADEIr zo HARDSCAPE DETAILS _� w0 - N in W N 41 t =Of a V) I-= MERIDIAN, ID ao W a -- ° - ° ° a ° c� a I— m 4 0 � a ° ° a° a ° °Ln o ��0 0 —i i i—� I I—I I —i i i—i i�_3W - � I III-I IIIKiom z %0z� ° = I = =1I >o ZF N — NOTES: KIVI I Y ORN ANI) nSSOC n I: S. IBC. m "i X'-w Q I_ I ° I — 1. WROUGHT IRON FENCE STYLE MAY VARY SLIGHTLY ,o �: ,r �;.:k .r� .:., � o; z z U� X V)wM ° — , se, laaho 83702 208 297—i t� O / o5 o ���ass m1111 W �� - III a I I DESIGNED DRAWN CHECKED s X=== ������E 1'0 ��� a of GMW GMW ASD a��0 12" 811 0'. `'��� S. Dt �° ••'L SCALE (H): NONE 0 �x w" CONCRETE FOOTING ��� SCALE (V): NONE W W o Z Knowwbaesbelow. DATE: SHEET N0. W LA- 74 g 27 2020 U Call before you dig. �}��V i 0 0�w CALL 2 BUSINESS DAYS ���J� ti�� PROJECT N0. W Ln_[ OPEN VISION IRON FENCE (TO MATCH SHELBURNE EAST) IN ADVANCE BEFORE '•. �� ��..° O9 z x�g EXCAVATE OR GRADE, THE •� ��'VUSCAp������ 291015008 0 �— SCALE: N.T.S. MARKING OF 111 g� W L'oz UNDERGROUND DWG. NAME as w a MEMBER UTILITIES 08�26�2020 W %x�0 5008—PH —LS_DTLS.dw of 13 shts a 4,-8" ol 10 2 5 O 3" (2.875") O.D. LINE POST PIPE C� 5.79 LBS/FT, TIES AS REQ'D. 3 3/4 MAX 3 1 5/8" MAX rl DOMED POST CAP (TYPICAL) O 2"#9 GAUGE (CORE WIRE) MESH (TYP.) WITH VINYL COATING. COLOR: BLACK 26511 :1 CONCRETE SIDEWALK (TYP.) SPECIFICATIONS O 1 MATERIAL 5 1 5/8" O.D. RAIL PIPE: The FL-3 bench iS constructed of mild Steel in 2.27 LBS/ FT three Sections consisting of two end Sections O3/8" D. GALV. ROD W/ TRUSS and one Seat Section. All parts are drilled and 13 AND ROD TIGHTENER precisely formed for quick assembly. End 33-1/2" sections are made with 1"x 1" Solid Steel bar 12 TUBULAR POST HINGE (TOP & Stock. All Seat sections Shall be fabricated o BOTTOM) HEAVY PR. STEEL with 1" Sch. 40 pipe and 1/4 x 1-1/2" mild Steel 9 1"x 1" SOLID I O STEEL BAR Strap. Steel Shall conform to A5TM A36 hot PLUNGER ROD CATCH SET IN CONCRETE FOR BOTH OPEN AND CLOSED POSITIONS. END FRAMES 16-1/2" rolled Steel. All Steel shall be wheelabrated 6 prior to fabrication. O PLUNGER ROD HARDWARE 4 10 10 2" O.D. GATE FRAME Fa5tener5 Shall be 3/8 Socket head cap I Screws with vandal resistant pins. 11 TYPICAL CONCRETE FOOTING (3000 PSI) 1-1/2 STEEL STRAP Anchor bolts by others 12 Y4" "/2P X 3/" MESH END TIE BAND W/1 1/2 I�1IA.TO ��HOLES PROTECTIVE COATINGS Wy WV1111WR 111wily WVII 111wily WV111WIV13 LATCH FORK, LOCK KEEPER, LOCK KEEPER 1 5CH 40 5TEEL PIPE Powder Coating: All Metal, Following fabrication Shall be cleaned and treated with GUIDE (USE APPROPRIATE FOR SINGLE an iron phosphate process prior to the GATES) coating application. This process Shall include �O < a non-chromated alkaline cleaner and an iron I 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 g Shall be baked until properly cured. The p a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ coating Shall be a minimum of 4 mils thick on all surfaces. Options for finish: Corrosion 11 resistant undercoat, Strongly recommended 6'-0 I OPTIONS PAVING TO GO OVER Length: 4, 5, 6, 8 ft. standard, other lengths FOOTER (TYP.) available FL-3 bench Iengtho up to 8 ft available 48-3/4" OUT TO OUT W119 STRAPS = without an additional frame. All benches NOTES: 60-3/4" OUT TO OUT W/24 STRAPS longer than 8ft. will require a center frame. 1. SUBMIT SHOP DRAWINGS OF FENCE AND GATES TO OWNER OR OWNER'S REPRESENTATIVE. 72-3/4" OUT TO OUT W/29 STRAPS Center arm 96-3/4" OUT TO OUT W/39 STRAPS 2. SUBMIT MANUFACTURER'S COATING AND MATERIALS CERTIFICATIONS TO OWNER OR NOTE: BOLT DOWN HOLE LOCATON5 1" LE55 THAN OUT TO OUT DIMENSIONS 1z>va-19-13 OWNER'S REPRESENTATIVE. 3. ALL GATES TO BE WELDED AND GROUND SMOOTH Fairweather Site Furnishings 360-895-2626 or Toll Free 800-323-1798 FENCE GATE SHALL BE VINYL COATED. ALL POSTS, FITTINGS, AND HARDWARE TO BE Plaza Series Model PL-3 Bench Port Orchard,Washington VINYL COATED O R POWDER COATED TO MATCH (BLACK). 01999-2013 Leader International Corporation,FairWeather Site Furnishings division Notice:These products are proprietary.Numerous designs are patented or patent pending under Leader Manufacturing,Inc. 4' CHAIN LINK DOG PARK FENCE W BENCH 4 SCALE: N.T.S. SCALE: N.T.S. W L L N WU O �w dU Ld a o 0 10"OPENING 01/2" SPECIFICATIONS oC14 ao MOUNTING Q HOLES MATERIAL The TR-12 trash receptacle shall be fabricated 20 1/4"X 2" with 1/4 x 1-1/2" mild steel vertical slats welded nW BASECK055 to 1/4 x 1-1/2" hoops. Flared straps shall be -'J i— oY welded to 1/2" rod. All steel shall conform to 3Lj o o A5TM A36 hot rolled steel and shall be o J wheelabrated prior to fabrication. All removable << -- and hinged tops come with a vinyl coated CI v)� �__�—=— ----, galvanized security cable. N Liner shall be 30 gallon black polyethylene a U m r-- _____ _ Anchor bolts by others 0 N= L-----J --- 1/2"STEEL ROD 00 oLd = 23 TOP (TOP REMOVED FOR CLARITY) WELDS w ' _" I _____ I I _ _ I All welds between flat straps shall be smooth, Q) oZ ~ i i continuous fillet welds ground smooth where o o r� I __� �_—__� necessary,to remove any burs or sharp edges. o u r I I I Where flared straps meet 1/2" rod, all welds are oo L___—__� �_ 1Go GA.SPUN STEEL DOME TOP round Smooth for appearance. m za E WU1 I 3O„ POWDEK COATED TOMATCH g pp Z zQ PROTECTIVE COATINGS Z Z I - TA L r----- ----� 7,,rAILC ? EN Following fabrication the receptacles shall be o E w� I I I cleaned and treated with a 5 sta e iron W w J I �� phosphate process prior to the coating Lo P " application. The protective coating shall be T o I I I either polyester or polyester TGIC powder Z o W z I I I i applied by the dry electrostatic method. The z L __ _ resultant coating shall be minimum of4 mils SHELBURNE SOUTH - PHASE 1 z< 32„ thick on all surfaces. Corrosion resistant Qo I I 1/4"X1-1/2° undercoat required v)z I I STEEL KINGSof zo I (2 PLACES) OPTIONS HARDSCAPE DETAILS WLLI< ti _ Tops: Open, Spun steel flat, Spun dome, uj C oo =III +� I I —III ,� tIh , Hinged dome, Hinged flat, Ash dome ZDI _ _ _ — — I —I I I I— I _ I (34)1/4"X 1-1/2" Side opening door N, ID a - V)wz _ — —I — I — — STEELSTKAPS 35 gallon polyethylene liner MERIDIA o �� �� �—��� � � �—��� ��� 1 —�� � � �—� � � I I : � �--III—� � �-� � �-� � �-� � �-� - - - , , _� � �MouNrwoHOLEs� Receptacles with 35 gal. liners are 36"tall 20" �¢ POLYETHYLENE LINEKLeveling feetKio m ey >>> Horn o z (30 GALLON CAPACITY) z ��oo NOTE; 25" o z~ © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m >Ln a I. �LUSI ER MAILS X MANUFACTURER: 5AL55J' Rr INVUSTRI (I- 0--MAILSO )_ o X�z I�vos-2sa6 950 Bannock Street, Suite 1100 XI �w� MOt:?EL: CLUSTER BOX KNIT I;#35W I&A-TYPE III - L P5 A6GE55 Boise, Idaho 83702 208 297-2885 _ U N °Z" DOLOR: DR NZE_ OR AF PI ED E UAL. CONFIRM ALL �I E TION5 ONNEf�. FairWeather Site Furnishings DESIGNED DRAWN CHECKED 00 i U o ••••.......��� w X=Wo 2, ICI,5TALL PER MANLJF T�� �FE IF1 �4TI0K5. TR-12 Trash Receptacle, Spun Dome Top 360-895-2626 or Toll Free 800-323-1798 .••• � OF /�•••• GMw GMw ASDNcLE Port Orchard Washington 811 . •'� s. DE o •. SCALE (H): NONE z I0=o NRT FAIF�ALLL AT I T �AII� Al with 30 Gallon Liner g ' `' r ©1999-2016 Leader International Co oration,FairWeather Site Furnishings division 09 0 jp�3 Notice:These products are proprietary.Numerous designs are patented or patent • :k • w Lu pending under Leader Manufacturing,Inc. • SCALE (V): NONE xwz E =< Know wnarsbelow c-, ; DATE: SHEET NO. a"0 w Call before d• • C� �v • w Qf LA- 74 jE 0 o ow MAIL BOX KIOSK TRASH 7 RECEPTACLE "S �. �� �� ; 8 26 2020 w 0CALL 2 BUSINESS DAYS • • � �a PROJECT NO. Ln W o YOU IG GRADE OR •• • 1 O o >,x�Q_ 6 SCALE: N.T.S. SCALE: N.T.S. ExcavATE FOR THE ���:A�DSCA��•.•'•• 291015008 0 MARKING OF EL)o z UNDERGROUND •••••■•••••• a w o Q MEMBER UTILITIES 08�26�2020 DWG. NAME w j��o 5008—PH1—LS_DTLS.dw of 13 shts ai GENERAL STRUCTURAL NOTES 1'-4" 10'-4" 2'-8" DESIGN SPECIFICATIONS 2015 INTERNATIONAL BUILDING CODE WITH CITY OF MERIDIAN AMENDMENTS. CONSTRUCTION SPECIFICATIONS B FULLY GROUT ALL CELLS IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (SAPWC) WITH CITY OF MERIDIAN SUPPLEMENTAL 8%8%16" CMU BLOCK SPECIFICATIONS. BOND BEAM W/ 1—#4 DESIGN LOADS DEAD LOAD — WEIGHT OF BACKFILL = 120pcf D #5@16" EQUIVALENT FLUID PRESSURE FOR ACTIVE SOIL PRESSURE = 45pcf �,_o„ A (0 ° 0 EQUIVALENT FLUID PRESSURE FOR PASSIVE SOIL PRESSURE = 100pcf I 00 — I ° cV COEFFICIENT OF FRICTION = 0.25 8%8%16" CMU BLOCK D ALLOWABLE SOIL BEARING PRESSURE = 2000psf FG SEISMIC RISK CATEGORY = I 00 SEISMIC IMPORTANCE FACTOR = 1.00 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: BOND BEAM W/ 1—#4 SS = 0.290g N z SI = 0.106g N SITE CLASS = D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: Q SIDS = 0.303g m SDI = 0.1689 0 SEISMIC DESIGN CATEGORY = C � z DESIGN BASE SHEAR: MONUMENT STRUCTURE ELEVATION NTS 0 R = 2 FG FG �I ~ Cs = 0.151 (FRONT FACE) (BACK FACE) � V = 0.151 W ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE WIND 15-4" IIIIIIIIIII I IIIIIIIIIII I ULTIMATE DESIGN WIND SPEED = 115 MPH �I NOMINAL DESIGN WIND SPEED = 89 MPH 6" 1'-4" 10'-4" 2'-8" 6" RISK CATEGORY = II #5@16" ° WIND EXPOSURE = C DESIGN WIND PRESSURE = 37 PSF (STRENGTH LEVEL) 4—#5 AS SHOWN 8—#5 AS SHOWN D FOUNDATIONS IN FULLY GROUTED CELL IN FULLY GROUTED CELL o a ° D 4—#5 AS SHOWN FOUNDATION DATA BASED ON CONSERVATIVE SOIL VALUES PER 2015 INTERNATIONAL BUILDING CODE. _o» I 1'-0" * 1 ° ° 0 TYPICAL BOND BEAM � D FOUNDATION PREPARATION EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE J 3/$" PREMOLDED JOINT FILLER REINFORCEMENT ° ° GEOTECHNICAL INVESTIGATION FOR SHELBURNE SOUTH, MERIDIAN, ID PREPARED BY ALLWEST TESTING & ENGINEERING, INC., J _ ALTERNATE HOOK PROJECT N0. 519-052G, DATED MARCH 4, 2019. 0 EVERY OTHER BAR CONCRETE AND REINFORCEMENT �' — — a ° ° ° I 1'-6" 8" 1'-6" CV M fc = 3000 psi — FOOTINGS (TYPE II CEMENT) ° fs = 24,000 psi — REINFORCING STEEL (fy = 60,000 psi) 8—#5 IN FULLY GROUTED a ° 3'—g,> CELL AS SHOWN REINFORCING SHALL CONFORM TO ASTM A615, EXCEPT REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A706. �'—O" DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILS 8"x8%16" CMU BLOCK 3/$" PREMOLDED JOINT FILLER SECTION B NTS 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. SECTION A NTS ALL REINFORCING SHALL HAVE 2" CLEAR COVER UNLESS NOTED OTHERWISE. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". Wz MASONRY o� STRUCTURAL CONCRETE MASONRY, AS SHOWN ON THESE DRAWINGS, SHALL HAVE A COMPRESSIVE STRENGTH (F'M) OF 1900 PSI. 0 1�w N ¢Q w 0 N Of V)aN MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II NORMAL WEIGHT, HOLLOW UNLESS SPECIFICALLY NOTED OTHERWISE ON 3z THESE DRAWINGS, WITH A UNIT STRENGTH AS REQUIRED TO ACHIEVE COMPRESSIVE STRENGTH SPECIFIED ABOVE. ~a Y4"x6" SIMPSON STRONG—TIE PHILLIPS FLAT Q =� CONTRACTOR MAY REINFORCE MASONRY WITH 9 GAUGE LADDER REINFORCING SPACED AT 16" MAXIMUM, IN PLACE OF BOND COUNTERSINK 30 HEAD TITEN CONCRETE AND MASONRY SCREW ANCHORAGE SYSTEM NOTES: ow BEAMS SPACED AT 4'-0" MAX. OR APPROVED EQUIVALENT. INSTALL PER SCREW FLUSH MANUFACTURERS RECOMMENDATIONS. 1. SEE ENTRY MONUMENT DETAILS ON SHEET 12 FOR o Zo FULLY GROUT ALL CELLS. STEEL PLATE WALL FINISH AND STEEL AESTHETICS DETAILS. Z o~ WALL GEOMETRY: 2. CONTRACTOR MAY PROPOSE A DIFFERENT ANCHOR SEE WALL GRADING SHEETS FOR WALL LAYOUT AND TOP OF WALL ELEVATIONS. HEIGHT OF WALL MAY VARY f2 INCHES. CONNECTION FOR THE STEEL LETTERING AND STEEL zl U, LOGO. SUBMIT ANCHORAGE SYSTEM DETAILS TO N a_0 ALL WALL ELEVATIONS SHOWN ARE DEVELOPED ELEVATIONS. I I ENGINEER FOR APPROVAL. z 3 I w COORDINATION: I I STAINLESS STEEL 0 o NQ VENEER SEE ENTRY MONUMENT I I SPACERS N 0 = CONTRACTOR SHALL COORDINATE ALL EXISTING CONDITIONS DURING CONSTRUCTION OF PROJECT. UTILITY INFORMATION SHOWN ON THE ( Plans Are Accepted For Public W i �� PLANS MAY NOT BE COMPLETE OR ACCURATELY DEPICT THE LOCATION OF THE FACILITIES SHOWN. THE CONTRACTOR SHALL DETAILS ON SHEET 12) I I Street Construction Y oZ COORDINATE THE LOCATION OF ALL EXISTING, NEW, RELOCATED AND ABANDONED UTILITIES WITH THE PROJECT PLANS AND NOTIFY I I o co vs By stamping and signing the improvement plans, the Registered w RESPECTIVE OWNERS BEFORE COMMENCING THE WORK OF EXCAVATION, INCLUDING ANY DRILLING OR PILING REQUIRED FOR TEMPORARY = _j I— Engineer ensures the District that the plans conform to all District a- ou SHORING. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED PRIOR TO PROCEEDING WITH THE WORK. policies and standards. variances or waivers must be specifical— W co ON SEE CIVIL AND UTILITY DRAWINGS FOR ADDITIONAL INFORMATION. ly and previously approved by the District in writing. Acceptance o z a of the improvement plans by the District does not relieve the o z< VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. Registered Engineer of these responsibilities. E o O �7 C� WALL FINISH REQUIREMENTS: BYADA COUNTY HIGHWAY DISTRICT DATE: ° to wJ WALL FINISH SHALL BE PER THE ENTRY MONUMENT DETAILS ON SHEET 12. to �Y n o CONTRACTOR SHALL PROVIDE RETAINING WALL FINISHES TO OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL. z o wz Q �� z ABBREVIATIONS: SHELBURNE SOUTH - PHASE 1 Zo FACE OF MASONRY WALL PRE—DRILL PER MANUFACTURERS o z¢ W/ WITH � Qo RECOMMENDATIONS FG FINISHED GRADE ENTRY MONUMENT STR DETAILS ZZ CLR CLEAR =N MIN MINIMUM cn 00 MAX MAXIMUM zD NTS NOT TO SCALE 0 MERIDIAN, J a c� 00 (n D o Ofw o a� W3Kio mley >>> z NWD TYPICAL STEEL CONNECTION DETAIL NTS M z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m a� �I 1w 950 Bannock Street, Suite 1100 z _ W� Boise, Idaho 83702 208 297-2885 N i DESIGNED DRAWN CHECKED W ASS\ONAL EN�� M R M SK LN I N °i =Z 811 . Q�oF ��CENSFo �FF�, SCALE (H): N/A o E Ww SCALE (V): N A LE om=Q Know whaesbelow. P-15427 DATE: SHEET NO. W 8 26 2020 re you dig. L CALL 2 BIUSINESS DAYS ��I CD �� �O �� w -C O z a IN ADVANCE BEFORE ��qTF OF ��F�� PROJECT NO. z w� YOU DIG,GRADE,OR � Q� x EXCAVATE FOR THE P 291015008 0 �o z UNDERGROUND a w oNQ MEMBER UTILITIES LU DWG. NAME jOj�0 8—PH1—MON—SIGN—DTL.c vyb 13 shts a 1" OVERHANG, TYP. C 1'-8" WALL CAP STONE VENEER — WHITE BARK CLIFFSTONE ANCHOR LETTER CUTOUTS TO STUCCO - BY ELDORADO STONE (SUBMIT SAMPLE TO PER STRUCTURAL DETAILS ON SHEET 11 _ 1" OVERHANG, TYP. OWNER FOR FINAL APPROVAL) USING A MINIMUM OF 3 ANCHORS PER N STONE VENEER LETTER 1" OVERHANG, TYP. WALL CAP 1'-8" 10' 3' 1° C� CONCRETE CAP, COLOR TO N STONE VENEER MATCH STUCCO (SUBMIT ° ° ° SAMPLE TO OWNER FOR Q A FINAL APPROVAL) Y4 PAINTED BLACK STEEL LETTERING 0 ° ° ° (SUBMIT SAMPLE TO OWNER FOR N )/2" STUCCO, CLOUD GRAY FINAL APPROVAL) SAND F FINISHED FINE SAND FINISH BY OMEGA FONT: TBD STUCCO I STUCCO (SUBMIT SAMPLE TO OWNER B SEE DETAIL 3 FOR MOUNTING FOR FINAL APPROVAL) 2' N 2" )/4" STEEL Y4" STEEL LETTERING, TYP. I ° ° LETTERING, TYP. ° co co I CMU BLOCK, TYP. CMU BLOCK, TYP. i- SEE STRUCTURAL Y4" X 6" SIMPSON STRONG—TIE SEE STRUCTURAL DETAI :: I r 10" 8'-4" REINFOLS RCING CONCRETE FOR G PHILLIPS FLAT HEAD TITEN Ln REINFORCING ILSFOR AND MASONRY SCREW, OR APPROVED EQUIVALENT. INSTALL PER MANUFACTURERS RECOMMENDATIONS, COUNTERSINK HOLES PER ° C° FINISHED GRADE STRUCTURAL DETAILS FINISHED GRADE co I I ~ I CONCRETE FOOTING — CONCRETE FOOTING a a SEE STRUCTURAL a — SEE STRUCTURAL DETAILS FOR SIZE DETAILS FOR SIZE 8" 4", TYP. LL AND REINFORCING AND REINFORCING a a 0 a a COMPACTED a a COMPACTED a :S HE LBbkN E SUBGRADE a a SUBGRADE 4 4 A a G d d a a A da A � c c Y2" PAINTED BLACK STEEL LASER CUT LOGO (SUBMIT SAMPLE TO OWNER FOR APPROVAL) SEE DETAIL 5 FOR MOUNTING ANCHOR LASER CUT LOGO TO THE WALL PER STRUCTURAL AMITY ROAD ENTRY MONUMENT SECTION - A AMITY ROAD ENTRY MONUMENT SECTION - B DETAILS ON SHEET 11 USING A MINIMUM OF 6 ANCHORS SCALE: N.T.S. SCALE: N.T.S. 1 AMITY ROAD ENTRY MONUMENT ELEVATION SCALE: N.T.S. 1" OVERHANG, TYP. 3' CONCRETE WALL ^ � CAP N N STONE VENEER D W d'Z L - 2i Q Q CO o w o of 2>> c aZ O 3a NO ~Z ° ° N 00 FOOTING OUTLINE } STEEL LOGO CUTOUT, " oY Y2 STEEL LOGO ° ° Y2 STEEL LOGO TYP. CUTOUT, TYP. CUTOUT, TYP. Q � U wo N Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U - - - - - - - - - � - p } fn Ui Ui I 1'-10" 9' 10" 3'-2" Q as I I o �J CMU COLUMN WITHOf j a � 07 Z �� I STONE VENEER AND I a �3 I CONCRETE WALL CAP Z vm I I Of ° ° O o W= I Y4" X 6" SIMPSON STRONG—TIE r Ln WF� I I m �� I I CONCRETE AND MASONRY SCREW, OR CMU BLOCK, TYP. Y APPROVED EQUIVALENT. INSTALL PER SEE STRUCTURAL oQ I I MANUFACTURERS RECOMMENDATIONS, DETAILS FOR i ao J ca oa Q �o _ _ J COUNTERSINK HOLES PER REINFORCING N N I J m wo — — — — — — — — — — — — — — < STRUCTURAL DETAILS o ZQ _ Z of 0 Q) s= I I FINISHED GRADE ° ° LO L W 0 of J I f0 0Y I d Fm I I ° ° Ci Z Q .O I Z of F zQ i CMU WALL WITH SHELBURNE SOUTH - PHASE 1 0 STONE VENEER AND 77/,� a SEE CONCRETE FOOTING w <Z I CONCRETE WALL CAP CMU COLUMN WITH zZ I ENTRY MONUMENT DETAILS STONE VENEER AND I DETAILS FOR SIZE W� CONCRETE WALL CAP AND REINFORCING N =N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q C C w Of COMPACTED �3 d a STEEL LOGO SUBGRADE MERIDIAN, IDz CUTOUT, a a , a E TYP. dw of g o d ON 00im1ey >>> Horn Z3 © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m v Jul FZ 950 Bannock Street, Suite 1100 Z XF a W 1--0 0z) Boise, Idaho 83702 208 297-2885 N Z" DESIGNED DRAWN CHECKED X�� •.•'•��� of t09'o•• GMW GMW ASD N ao�o AMITY ROAD ENTRY MONUMENT PLAN AMITY ROAD ENTRY MONUMENT SECTION - C 811 S`�� S. D-P �� ••; SCALE (H): NONE o E 3 W ��� * SCALE V : NONE w i��U SCALE: N.T.S. SCALE: N.T.S. ( ) xWZ o o �J Know wharsbelow �, ; DATE: SHEET NO. U i o Call�.e you aly. �' LA-16 74 ti 8 26 2020 ~w CALL 2 BUSINESS DAYS �� ~'.��� x w� YOU IG,GRADEOOR ••.t�L Q�_•• 12 Z °0 PROJECT N0. W x g EXCAVATE FOR THE •••i•/to S 4�•O•• 291015008MARKING OF 0 LNi oz UNDERGROUND 08/26/2020 DWG. NAME i�2 w'¢ MEMBER UTILITIES kw %x r0 5008—WALL_DTLS.dw 10f 13 shts SECTION 32 90 00- LANDSCAPE WORK 3.3 PREPARATION FOR PLANTING LAWNS C. Record Drawings: At completion of this work, submit to the Contractor: 3.2 SURFACE CONDITIONS 1.8 SPECIAL PROJECT WARRANTY A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to C.1. Record Drawings; reproducible and five prints. A. Examine the areas and conditions under which work will be performed. Notify Contractor of Part 1 -GENERAL A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. C.2. Operations and Maintenance information (2 copies), including: conditions detrimental to timely and proper completion of Section Do not proceed until B. Warranty trees and shrubs for a period of one year after date of substantial completion, against Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will C.2.a. Information including descriptive details, parts list, specifications, maintenance unsatisfactory conditions are corrected. 1.1 RELATED DOCUMENTS defects including death and unsatisfactory growth, except for defects resulting from neglect by be planted promptly after preparation. schedules and procedures fors stem components. B. Locate all underground utilities and structures and notify Architect of any conflict with Section A. Drawings and general provision of Contract, including General and Supplementary Conditions Owner, abuse or damage by others, or unusual phenomena or incidents beyond landscape A.1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, .2.b. Operation, p m nt f t m ncomponentsp instructions. work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this and Division 1 Specification Sections. Installer's control. grades, and elevations shown, after light rolling, addition of amendments, and natural Cadjust e o system and p g g g� C.2.c. Winterization procedures. work at no cost to the Owner. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of p 1.2 SUMMARY period. make replacements during growth season following end of warranty period. Replace trees loosened subgrade to create a transition layer and then place remainder of planting soil. Add C.2.d. Schedule indicating required open valve time to produce given precipitation amounts A. This Section includes provisions for the following items: and shrubs which are in doubtful condition at the end of the warranty period; unless, in the specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. and seasonal adjustments. 3.3 SLEEVING A.1. Trees opinion of the Owner's Representative, it is advisable to extend warranty period for a full growing C.2.e. Warranties and guarantees. A. Sleeving installed by others. Coordinate with other trades. A.2. Shrubs, Grasses, Ground Cover season. 3.4 PREPARATION OF PLANTING BEDS C.2.f. Submit five copies. A.3. Lawns A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 3.4 TRENCHING AND BACKFILLING A.4. Topsoil and Soil Amendments Part 2- PRODUCTS similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove 1.4 GUARANTEE A. Trenching and backfilling shall be per applicable ISPWC Section. A.5. Miscellaneous Landscape Elements stocks, stones, rubbish, and other extraneous matter. A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: A.6. Initial maintenance of landscape materials 2.1 TOPSOIL B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 9e workmanship and materials. Within one year after date of Substantial Completion repair or B.1. Main Lines and Sleeving: 18 inches. B. Related Sections: The following sections contain requirements. A. If deemed usable, native topsoil shall be stock piled for re-sue in landscape work. Topsoil shall be elevations shown, after light rolling and natural settlement.Add 1 1/2 inches of specified compost r B.1. Underground sprinkler system is specified in Section 32 84 00- Irrigation fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately replace all defective parts or workmanship that may be found at no additional cost to Owner. B.2. PVC Laterals: 12 inches. roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a B. Fill and repair all depressions and replace all necessary lawn and planting which result from the C. Surround lines with 2 inches of clean rock-free material on all sides. 1.3 QUALITY ASSURANCE harmful to plant growth. transition layer, then place remainder of the planting soil. settlement of irrigation trenches for one year after date of Substantial Completion. A. Subcontract landscape work to a single firm specializing in landscape work. A.1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See C. Apply Pre-Emergent per manufacturer's recommendation. C. Supply all manufacturer's printed guarantees. 3.5 MISCELLANEOUS VALVES B. Source Quality Control: testing requirements below. Contractor is responsible for whatever soil additives are A. Install manual drain valves up stream. Install devise at mainline tap in accordance with B.1. General: Ship landscape materials with certificates of inspection required by governing recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.5 PLANTING TREES AND SHRUBS 1.5 QUALITY ASSURANCE manufacturer requirements for complete operation. Install backflow provision and connect to authorities. Comply with regulations applicable to landscape materials. additives and added regardless of test results. A. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and in A. Contractor shall be licensed in the State in which this work is being performed. controller. B.2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. B. Contractor shall have at least two ears prior experience in projects of equal or larger scope. non-availability to Owner or Owner's Representative,with proposal for use of equivalent friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around y p p p q g p Provide minimum of three references and list of similar projects with owners' names, addresses, 3.6 CIRCUIT VALVES material. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. and phone numbers, when requested by Owner. A. Install in valve box, arranged for easy adjustment and removal. B.3. Analysis and Standards: Package standard products with manufacturer's certified analysis. extraneous or toxic matter harmful to plant growth. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation For other materials, provide analysis by recognized laboratory made in accordance with B.1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and A.1. Provide union on downstream side. methods established by the Association of Official Agriculture Chemists, wherever applicable. site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around competent in all phases of the work of this Section. A.2. Adjust automatic control valves to provide flow rate of rated operating pressure required for B.4. Trees, Shrubs, and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, not less than 4 inches. Do not obtain from bogs or marshes. base of trunk. each sprinkler circuit. genus, species, and variety shown and scheduled for work complying with recommendations B.2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides 1.6 SYSTEM DESCRIPTION and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation with an approved can cutter and remove can; remove bottoms of wooden boxes after partial A. Design requirements: 3.7 PIPE INSTALLATION vigorous stock, grown in recognized nursery in accordance with good horticultural practice Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch backfilling so as not to damage root balls. A.1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at and free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, screen. Other components shall conform to the following limits: C. Dish top of backfill to allow for mulching. A.2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on points of intersection and change of direction in main line pipe as per manufacturer's abrasions, or disfigurement. pH 6.5 to 7.5 D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into walks, walls or paved areas is not acceptable. recommended specifications. Install manual drains. B.5. Label at least one tree and one shrub of each variety with attached waterproof tag with Soluble Salts 600 ppm maximum top of backfill and finish level with adjacent finish grades. A.3. Zoningshall be designed for optimum use of available pressure and efficient distribution for B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface legible designation of botanical and common name. Silt 25-50% D.1. Provide 3 inches thickness of mulch. g p p p p p p p q p o types of plantings and shapes of planting areas. all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented B.5.a. Where formal arrangements or consecutive order trees or shrubs are shown, select Clay 10-30/o E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an A.4. Design pressures: Install pressure regulating equipment as necessary. joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's stock for uniform height and spread. Sand 20-50% adequate film over trunks, branches, stems, twigs and foliage. recommendations. Use Teflon thread sealant(tape) at all threaded joints. B.6. Inspection: The Owner's Representative may inspect trees and shrubs either at place of B.3. Contractor shall submit representative soil report on imported topsoil proposed for use for F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. A.5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall growth or at site before planting, for compliance with requirements for genus, species, approval. Report shall meet standards below. Contractor is responsible for whatever soil Prune trees to retain required height and read. Unless otherwise directed b Architect, do not be on main supply line downstream from main shut off valve. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 g p g' p q g p dd p p q g p Y feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the variety, size, and quality. Owner's Representative retains right to further inspect trees and additives are recommended by the test. Compost will be in addition to other additives and cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune A.6. Install approved backflow prevention device in conformance with local or prevailing codes, shrubs for size and condition of balls and root systems, insects, injuries and latent defects, added regardless of test results. shrubs to retain natural character. and in approved site location. Provide for drainage without erosive damage. pressure loss and provide minimum fluctuation in system operating pressures. and to reject unsatisfactory or defective material at any time during progress of work. C. Soil Testing G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. Pipe Size Pipe Section Pipe Size Pipe Section Remove rejected trees or shrubs immediately from project site. C.1. Soil tests are required for this project(see above for requirements). Test shall be provided as H. Guy and stake trees immediately after planting, as indicated. 1.7 EXTRA EQUIPMENT 3/4"0-9 GPM 1 1/2"26-34 GPM follows: I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as A. In addition to installed system, furnish owner with the following: 1" 10-17 GPM 2"35-50 GPM 1.4 SUBMITTALS Provide certified analysis at time of sample submitted (three samples imported topsoil). necessary for elimination of weeds. 1 1/4" 18-25 GPM 2 1/2"51-80 GPM A.1. Valve operating key and marker key. A. General: Submit the following in accordance with Conditions of Contract and Division 1 Amend soils per chemist's recommendations and as herein specified unless otherwise A.2. Wrench for each sprinkler head cover type. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of Specification Sections. approved by Architect. 3.6 SODDING NEW LAWNS specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). B. Plant and Material Certifications: C.2. Test shall include, but not limited to recommendations on chemical distributions, s.organic A. General: Install lawn sod in all areas designated on the drawings. A.3. Two (2) sprinkler head bodies of each size and type. g g g Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if B.1. Certificates of inspection as required b governmental authorities. contents, H factors, and sieve analysis as necessary. Test#1T b Western Laboratories B. Soil Preparation A.4. Two (2) nozzles for each size and type used. p q Y g p Y Y Y p required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation B.2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. (1-800-658-3858) is required. B.1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a B. Store above items safely until Substantial Completion. of flush valves at end of circuit runs. B.3. Label data substantiating that plants, trees, shrubs, and planting materials comply with C.3. Contractor is responsible for whatever soil additives are recommended by the soil testing depth of eight(8) inches by approved means, then finish graded as hereinbefore described. C. Deliver above items at Substantial Completion. E. Flush Valves: Install flush valve at end of each drip line run. specified requirements. laboratory. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. C. Mulch: Submit 1 gallon bag of mulch sample for approval. CA. Contractor shall coordinate, obtain and pay for all soil tests. D. Sod Placement PART 2 - PRODUCTS C.5. If regenerative noxious weeds are present in the soil, remove all resultant growth including D.1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod Sod 3.8 SPRINKLER HEADS 1.5 DELIVERY, STORAGE, AND HANDLING roots throughout one-year period after acceptance of work, at no cost to Owner. layers shall be experienced, or if inexperienced, shall be constantly supervised by an A. Flush circuit lines with full head of water prior to head installation. A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against experienced foreman. The Contractor shall insure that the base immediately ahead of sod 2.1 PIPE AND FITTINGS A.1. Install heads at level with mulch. drying and breaking of rolled strips. 2.2 pH ADJUSTERS layer is moist. Sod shall be laid tight with not gaps.Allowance shall be made for shrinkage. A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, A.2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches (6")from B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be Lay sod with long edges perpendicular to primary slope. type. Solvent-weld type: walls and four inches (4")from other boundaries unless otherwise indicated. Keep overspray otherwise approved by Owner's Representative. Do not bend or bind-tie trees or shrubs in such used to adjust soil pH. D.2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. A.1. Pipe: to a minimum. manner as to damage bark, break branches, or destroy natural shape. Provide protective Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to A.1.a. Pressure lines: Schedule 40 solvent weld. covering during delivery. Do not drop balled and burlapped stock during delivery. 2.3 SOIL AMENDMENTS subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into A.1.b. Lateral lines: Class 200 pvc. 3.9 CONTROL WIRE INSTALLATION C. Deliver trees and shrubs after preparations for planting have been competed and plant A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208) 375-5262 and NuSoil minor cracks between pieces; remove excess to avoid smothering of adjacent grass. A.1.c. Sleeving: Class 200 pvc. A. Burywires beside or below main line pipe in same trench. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Compost(208) 629-6912 or approved equal in equal amounts by volume. D.3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper p p A2 shade, protect from weather and mechanical damage, and keep roots moist by covering with B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, . . Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at B. Bundle multiple wires together with tape at ten feet(1 0') maximum intervals. mulch, burls or other acceptable means of retaining moisture. free-flowing and packaged in new waterproof, non-overlaid bags clear) labeled as to weight, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, valves, risers, etc. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum p, p g 9 p 9 P 9 Y 9 Pp D. Do no remove container-grown stock from containers until planting time. manufacturer, and content. Protect materials from deterioration during delivery and while stored healthy and vigorous growth with no dry or dead spots. A.3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic"polypipe" riser. intervals between. E. Do not drop or dump materials from vehicles during delivery or handling.Avoid any damage to at site. DA. Add fertilizer"B" at the manufacturer's recommended application rate. A.4. Solvent: NSF approved solvent for Type I & II PVC. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock root balls during delivery, storage, and handling. B.1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting E. Water sod thoroughly with a fine spray immediately after planting. B. Polyethylene Pipe connectors, or approved. 5-gram tablets 20-10-5 type or equal. F. Sodded Lawn Establishment B.1. Pipe: Class 100, 3/4" lateral line,for use on drip irrigation zone(s)where drip tubing is not 1.6 JOB CONDITIONS B.2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 F.1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of otherwise used. 3.10 AUTOMATIC CONTROLLER A. Utilities: Determine location of underground utilities and work i a manner which will avoid possible applied at the rate of ten pounds per acre. sod lawn areas until Final Acceptance of the project. B.2. Fittings: Schedule 80 PVC. A. Install on site as approved. Verify location with Owner Representative. damage. hand excavate, as required. Maintain grade stakes until removal is mutually agreed B.3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic F.2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at two B.3. Clamps: Stainless Steel. B. Install typewritten legend inside controller door. upon by parities concerned. Fertilizer Milorganite (6-0-2)type or equal. (2) inches high for all mowings. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or F.3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per adverse drainage conditions, or obstruction, notify Owner's Representative before planting. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. the Manufacturer's recommended application rate. Verify all methods of application. 3.11 TESTING C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition Contractor shall notify the Architect in writing that the fertilizer applications have occurred and 2.2 SPRINKLER HEADS A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been L D to prior conditions at project completion. 2.4 PLANT MATERIALS on what dates. A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall inspected and tested. °' Wz D. Tree Protection: A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for be of a single manufacturer. B. Pressure testing: � o F D.1. Existing trees to remain should be protected before any site/demolition. Tree protection area landscape work and complying with recommendations and requirements of ANSI Z60.1 3.7 MAINTENANCE A.1. Lawn heads: pop-up type. B.1. Make necessary provision for thoroughly bleeding the line of air and debris. o <Q is defined as the area within the drip line diameter. "American Standard for Nursery Stock". A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B.2. Before testing, cap all risers, and install all valves. 3 Ld o D.2. Place protective fencing around a tree protection zone. Protective fencing shold consist of B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching Final Acceptance. B.3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for 0 highly visible, physical barrier(a minimum 6-foot high chain-link fence is recommended)to be configuration recommended by ANSI Z60.1 for type and species required. Single stem trees B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for pp Y p pp Y o 0 o 2.3 AUTOMATIC CONTROL SYSTEM leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. o <0 placed 10-feet outside the dripline of the tree(s). except where special forms are shown or listed. healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset N r D.3. Do not strip topsoil or grub under story within protection area. The tree under story to be C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number trees and shrubs to proper grades or vertical position as required. Restore or replace damaged A. General; Furnish low voltage system manufactured expressly for control of automatic circuit B.4. Fill all zone lines with water to static pressure. Hold for 15 minutes.lnspect for leakage. C6 =o removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. of canes required b ANSI Z60.1 fort a and height of shrub. wrappings. S ra as re required to keep trees and shrubs free of insects and disease. valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as B.5. Contractor shall provide all required testing equipment and personnel. Test shall be N == p g g g q Y type gp Y q p indicated. performed in presence of Architect. Contractor shall make notice of test 48 hours in 0, �r DA. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as p P ( ) Q o Li area. Dimensions indicate minimum spread for spreading and semi-spreading type evergreens and tolling, regrading and replanting as required to establish a smooth, acceptable lawn,free of B. Control Enclosure: Manufacturers standard wall mount with locking cover, complying with NFPA advance. Y D.5. Prohibit dumping of refuse, chemicals, and other materials and puddling or running water height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. eroded or bare areas. 70. B.6. Provide required testing equipment and personnel. 3 J o that may injure tree growth. Provide normal quality evergreens with well balanced form complying with requirements for other D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for B.7. Repair leaks, and retest until acceptance by the Architect. z 7 0 r D.6. Prohibit cutting, breaking, and skinning of branches and roots. All pruning of branches and size relationships to the primary dimension shown. lawn. manual or automatic operation of each circuit. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine ifVi Z Q roots is to be performed by a Certified Arborist. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, o W D.7. Prohibit skinning and bruising of bark. 2.5 GRASS MATERIALS 3.8 CLEANUP AND PROTECTION any day in a 7 or 14 day period. orifices and/or adjustment as directed to provide uniform coverage. N 0~ D.8. No changes in grade should be made within the dri line of existing trees. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds A. During landscape work, keep pavements clean and work area in an order) condition. a � 0-0 9 9 P 9 9 Y 9 9 9 p p p Y E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type D. Final inspection: o D� D.9. Temporary irrigation is highly recommended for all remaining trees during construction. This and undesirable native grasses. Provide only sod capable of growth and development when B. Protect landscape work and materials from damage due to landscape operations, operations by AWG-UF, UL approved. Z 1 w system should provide adequate coverage and quantity of water during all phases of pp D.1. Clean, adjust, and balance all systems. Verify that: Z p q g q y g p planted (viable, not dormant). other contractors and trades, and trespassers. Maintain protection during installation and Z i �m construction. A.1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. maintenance periods. Treat, repair, or replace damaged landscape work as directed. D.1.a. Remote control valves are properly balanced; o o W� 2.4 VALVING D.1.b. Heads are properly adjusted for radius and arc of coverage; _ N a D.10. Before the contractor leaves the site, all existing trees which have been damaged due to Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of p p y 1 g r UJ i LiV) construction should be repaired/replaced at the expenses of the contractor. supporting their own weight when suspended vertically with a firm grasp on upper 10% of 3.9 INSPECTION AND ACCEPTANCE A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded D.1.c. The installed system is workable, clean and efficient. E. Excavation Around Trees: ad will be rejected. A. When landscape work is completed, including maintenance,Architect will, upon request, make an connection with cross type handle designed to receive operating key. Y Of Z p j p p g p q E. Winterization: Winterize system at the end of first season of system operation. Review procedures co o(, E.1. Where trenching is required in the vicinity of the tree, proceed as follows: B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf Company, Meridian, inspection to determine acceptability. B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power with Owner's Representative. ° r H E.1.a. As the trench approaches the drip line of the tree, di b hand until the roots ID 208 888-3760 or approved equal. B. When inspected landscape work does not comply with requirements, replace rejected work and solenoid control, normally closed, with manual flow adjustment; same manufacturer as control a- Z a PP P 9 Y ( ) pp q p p p Y q p 1 a i o o encountered are two inches or larger in diameter. continue specified maintenance until reinspected by Architect and found to be acceptable. unit. W END OF SECTION M 0 o a E.1.b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the 2.6 MISCELLANEOUS LANDSCAPE MATERIALS Remove rejected plants and materials promptly from project site. B.1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected o 0 Z z tree between the two trenches at a depth of 4 feet. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard to potable water. o Z a E.1.c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and B.2. Drip Control Zone Kit: Hunter PCZ-101. a Ew o inches in diameter. Do not cut main lateral roots or tap roots. mix in accordance with manufacturer's instructions. END OF SECTION C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve o > 0= E.2. Where excavating for new construction is required in soil containing the roots of the tree, B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in grouping. o W J hand excavate to minimize damage to root system. Use narrow tine spading forks and comb appearance, and shall contain no toxic substance detrimental to plant life. D. Manual drain valves: LO a �Y soil to expose roots are encountered, expose beyond excavation limits as required to bend C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or SECTION 32 84 00- IRRIGATION (PERFORMANCE) a o m and relocate without breaking. redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, D.1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type o operating handle designed to receive operating key. Calco, Champion 100, or approved Z o W o E.3. If root relocation is not practical, cut roots approximately 3 inches back from new pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less PART 1 -GENERAL Z e o Q �Q construction. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, D.2. Sze 3/4 inch. SHELBURNE SOUTH - PHASE a EA. Any digging or cutting that tears roots or disturbs soil beyond the grading limit is and size to protect tree trunks from damage by wires. 7 Z 0 unacceptable. All roots larger than one inch much be cut b a Certified Arborist. 1.1 CONDITIONS AND REQUIREMENTS: E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. Ln V) Qo E.5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary Part 3- EXECUTION A. General and Supplementary Conditions, and Division 1 General Requirements. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). W 10 Q Z support and protect roots against damage until permanently relocated and covered with G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. LANDSCAPE SPECS a 73 r,0 backfill. 3.1 PREPARATION -GENERAL 1.2 SUMMARY o H. Air Relief Valve: Netafim Model TLAVRV. � W N F. Construction Pruning: A. General Contractor shall be responsible for excavating planting areas to appropriate depths for A. Work included: a n o o F.1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been placement of topsoil as specified herein. A.1. Provide and install a complete and operating automatic irrigation system for all lawn and 2.5 MISCELLANEOUS MERIDIAN, I D o Z cut, Arborist shall prune the tree to compensate for the root loss and prune any low limbs B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and planting areas. a w Z which ma interfere with construction activities. Com ensate in a roximate direct ro ortion outline areas and secure Architect's acceptance before start of lantin work. Make minor g A. Chemicals: primer and solvent glue as required by pipe manufacturer. Z) Y p pp proportion p planting A.2. Connect to main water supply at existing site stubout as provided. g o"a� to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned adjustments as may be required. B. Valve box- high impact plastic, green in color. o ° � A.3. Sleeving under paved areas (by others) M �' Z and construction C,0pruned tree shall be fertilized by the landscape contractor by broadcasting C. Valve cover and frame-compatible with valve box with provision for locking. Kio m ey > o rn Z E o o sulfur coated area 38-0-0 at the rate of 5 a lbs. per 1,000 square feet over the root zones of 3.2 PREPARATION OF PLANTING SOIL A.4. Obtain and pay for all permits and fees for the work of this section. D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. Z A. Perform work on a design/construct basis, subject to the requirements of the Contract a the trees. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous W io zF Documents, applicable codes, and good design practice. c 202o Ki���Y oRN AND associAT-s, i�c. m >o a� materials harmful or toxic to plant growth. PART 3- EXECUTION W �1 X,z 1.7 SEQUENCING AND SCHEDULING B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer If A.6. Winterization of system. s-o :a-,nock �lreel, Sui�e I'oo z x v w� Boise, Idaho 83702 208 297-285 0 z-U= A. Planting Time: Proceed with and complete landscape work as rapidly as portions of the site planting will not follow placing of planting soil in a few days. V) �-600 become available, working within seasonal limitations for each kind of landscape work required. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 1.3 SUBMITTALS 3.1 GENERAL DESIGNED DRAWN CHECKED 5W N U) A. Installs stem to provide for adequate protection against freeze damage. .•••'•••••••'•4 W X=W= A.1. Plant or install all plant materials during normal planting seasons from 15 March to 15 Shrub Areas: 1/3 compost, 2/3 topsoil. A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: Y p q p g g �.•' �� OF IIj ''., Z) _= Y p GMW GMW ASD �, B. Installs stem in accordance with approved Contractor design drawings. All deviations from the P 9 ao November. Fertilizer: Per soil test and manufacture's recommendations. A.1. Manufacturer's printed product information and catalog cut sheets for all system components; y pp g g 811 . •' DE �o �•0 Z o=Z p p g yp lans must be a roved, and clear) recorded on record drawin0 `' s Bo SCALE H : NONE o -coo A.2. Correlate planting with specified maintenance periods to provide maintenance from date of C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil p pp Y 9 9 ) F F�,� five copies. � / � � * W O)=Q sustantial completion. and mix thoroughly before planting. C. Install system and components in strict accordance with manufacturer's recommendations. p SCALE (V): NONE B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout o o =J B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations Know wbarsbelow �, ; DATE: SHEET N0. "W lantin of lawns, unless otherwise acce table to Owner's Re resentative. If lantin of trees and and details illustrating location and type of head, type and size of valve, piping circuits, circuit or intervals of a approximately 200 feet, whichever is rester. Locate ad scent to sued surfaces, at LA-16 74 . o planting P p planting PP Y 9 j p Call before you dig. `" ' 8 26 2020 W GPM, pipe size, controls, and accessories. : � . `o o~w shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting p p valve boxes where practical. CALL 2 BUSINESS DAYS •� s .• W 1 o w0 from planting operations. d� ���� PROJECT N0. S Z x�W P 9 P YOU DIG,GRADE OR ♦�•� �. �• Z) 1.1 U g EXCAVATE FOR THE •••,4 SC0,- 291015008 0 MARKING OF E v)0 z UNDERGROUND ••••■••••• a ..w oZ MEMBER UTILITIES 08/26/2020 DWG. NAME w jX�o 5008-PH1-LS_DTLS.dw of 13 shts