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HomeMy WebLinkAboutLANDSCAPE DRAWINGS (NOTE:PLANT ARE PROVIDED CONVENIENCE ONLY. UANTITIES PLANT LEGEND NCASE OFDISeCREPANCY,T E DRAWING SF HALL TAKE PRECEDENCE.) e p,R TOti (4)PBS _ _ (3)PC SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE 6a p (2)AVP D U CAB` ==(8 CONIFERS ... (2)RG'L - -- Picea omorika "Bruns' _ P'BS 36 Bruns Serbian Spruce B&B 6 3 _ (�Q IV JRW "� UP (�'°' moderate;35x10;sun;z4 _ _ 3 A'AD }.� A IATE _--_- — ._�_- - E C T S "' P =_= --_- "�G 6' DECIDUOUS TREES ARCHITECT -- Barton Architecture PLLC - -(z rBs Acer truncatum x latanoides 'Warrenred' -- _- (�IG�S p -319 N.Kinsley Ave (3)PWB -_ -- - - + TM -Winslow,AZ 86047 p)QvP - -- JH H AX'P 26 Pacific Sunset Maple B&B 2"Cal JRW&Associates (1)TC'G -- - (�T (6)C'K __ �t)TCG (3),P,3 (3)RF'G Y , - -��,(6)C'K (5Cs moderate;30x25; sun;z4 1152 Bond Ave.Suite A 10, 10, 10, 10, 224a 10' m,H (3)R'Ao 10, - ___ (4)BP', -Rexburg,ID 83440 .10'-5"10'-11"�g_4"�� __ _ _ _ _--__= 11,-2•13-6. _ 2" _- 23--Y" _- _ -__�- - ___-_- _ P Bp, Betula platyphylla'Jefpark' 15 al STRUCTURAL ENGINEER (1)M qS __; _ �A�G ��-- s)a�'L s, BBB « A M'SS - 6 g Rid e Structural En ineerin 3> - Parkland Pillar®Asian White Birch g g g (3,cA.B - _ __ _ -1152 Bond Ave.Suite B 3PPGB _ - PBs --_- -= mmevP -Rexburg,ID 83440 -- - - 1 PBS - --_ - 0JH - __ (3)BL _ _____ _ __ (1) 'G _ _ A-// .. � C�PM'A •_ TC-• -- -- (3)PBS (4),C'S ( (3)CAB }/ ()SA _ __ )BL ___ - (3)RFG ___ K(3)MM (1)TC'G MCA' (3),cs —_ -- (3)P'se s ----, 3(SSA _____ (3)QvP � I Malus x 'Spring Snow' (7)RFG =-=_-_- _-=_ - __- _-_--- - -- — • % __ (')3A CAR a _ __-_ P �GA'K __ _- - __-- _-_ _________ _____ _ ___ __ _ _— x=x-`3'� x x_ _ - "IM • MISS 13 Spring Snow Crab Apple B&B 2"Cal MECHANICAL ENGINEER x >L _ _ _ (AQVP II -- -- tTc'G _ _ _ _ _ __ ___ -_-_-_ _-__ __ _ __ -- -- - -- --- - - -- - ---- - _ sB'T 1FSP () ___ _ __ _ _ (3)PF __ __ ) __ __ _ __ _ -_- -_ _ _ __ __ _ _____ _ _ __ ____ __ - .SAssocates (1)Q'UP _ � 1P'SP ___ __ _ _ `1) CG III Engineered Systems jI �KAK (3)RPG _ 4, G -_ -_- - _ __ _ __ _ _ ASP low;25x22;sun;z4;Utah Lake water tolerant 1355 East Center (7)FM'A =- - _ _ RFG - - m Pocatello, ID 83201 r �O -- - - -_ PROPOSE FUTURE ..g &GUPrunus x virginiana 'PO02S' TM 6)RFG ____ _- - 5)VC'K CURB OPO IU URE ION (3)PC-- -_ ___�___ WU 1 ,I,I, ELECTRICAL ENGINEER _ (S)CAT �_ i' ip, )M'SS (2 FSP (2)P'P (2)MS 2'-3'BER -- = I II O P SP 25 Sucker Punch Chokecherry B&B 2 Cal Payne Engineering —_---- T,�� - --_--_- (7) _ low;25x20;sun;z3;Utah Lake water tolerant 1823 - __ )Q'UP Pocatello, De83201 (4)MM __ ______ ) (3)RPG iT'i / _ _ I RF' - — - 3)PP'P 1�1 y/II (12)5 - I n� uercus macrocar a 'Urban Pinnacle' 5 FG Qp AUDIOVISUAL ENGINEER - SUP (1)TC' I I l I Q UP 14 Urban Pinnacle Oak B&B 2„Cal Spectrum Engineers ineers (3)RF'G Td3; 55x25;AV 1256; sun;z3;Utah Lake -324 South State Street,Suite 400 2 CA K (z P'SP (2)r P water tolerant �� y, -- -- <) -Salt Lake City,UT 84111 (2)MS '�G �'I�/M'SA C6)PM� (2)PTS 0�9 2'-3'BERW(1)AXI P'sP - - - - - - - (3)CAT I•I� p.�p I� - a (s>cA'K 10' 10' �o' 101t, -_ �113 04> - a' 10' 1a > 10 IQ�� - SyYinga YetlCulata Ba11nCe' � Q. QI • SR'B 10 Snowdance Tree Lilac B&B 2"Cal (3)MM � (6)MM = / 22._7"1s'-s g_s..,s'$ __ 4 ,s'�"19'-6"23,-,. 6)FMA �I Td3. 18x20•AV 314• sun;z3 2.3'BER 2'.3-BERM, 2'-3' 30 6" 2'-3'BER 2'.3'BER (�,H 1 4 CA'K 33-6" () - •- (H)BG 2'-3'BER 2'-3'BER 4 - 3 (3)1tPG • J__ (3)RFG pS _ _ _ _ (18)AM� ( ()SR'B (t)Tc'G - - 4crcH _= p)Tc'G - - oo � - - O � �� () 2 K -_ - oo - 3 ...,¢ 3 RFG • 3J.G(4)PC - �_- (4)AX'P (2)P'HS 1)SA'B5)CA'B 9 - - �0 - RF'G P-T�'BERM -!_ ♦ �� I() -0 () () (3) G • (3)RFG (1) G 'A (' G - - ilia co dataGreens ire6)PM'A aCA'B sBT sRB �W� x = �' ---- - _ - (5),H-�-; _ _ _ - - 4,SB'T _ __ - __ - -_ _ _ _ _ _ _ _ _ Greenspire Littleleaf Linden „ no (12)FM'A -- � -' -- -__-- � _-- > �--�' -_- - D-- o-_ •.. _ _ __ - - --- - - _ -_ _ =_ - _- o _ (8>FM'A -- - --- __- - - - _ -_ _ - - _ _ - ��t-�AB�-.. • TCG 18 B&B 2 Cal n) �' rrm v -_ ._ - __ _ .- _-�- � _-_ -_ _ _ -- - _- -_ - - - - - o- - , - - �__ _ - - Td4. 40x35•AV 314• sun;z4•Utah Lake t s �. - - - - 11��11TT44 1 (14)R'RO 14 12 L (12)RG'L(4)PBS __ _ - - ___ __ _ _ • ____ __ - _ ________ _ --- R-`RD _ / WY• F __ � Water tolerant PROPOSED FUTURE 2'.3'BER CURB&GUTTER LOACFION - PROPOSED FUTURE c��},�v����, CURB&GUTTER LOACTION SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT T ---------------- Z co DECIDUOUS SHRUBS > J 0 SITE REQUIREMENT CALCULATIONS LAND USE NOTES Aronia melanocarpa'Ground Hug = — REQUIRED PROVIDED PROPOSED USE: CHURCH Ground Hug Spreading t opart shy ' g � Z Q GRASSES AM G 23 Sd3; 14"x36";AV28;sun to part shade;z3; 5 0 O ARTERIAL,COLLECTOR,OR LOCAL STREET ABUTTING RURAL,TRANSITIONAL,OR RESIDENTIAL DISTRICT PROJECT AREA: 5.01 ACRES Utah Lake water tolerant A--0 — LINDER ROAD (159'LF) BUILDING FOOTPRINT AREA=20,439 Bouteloua gracilis 'Blonde Ambition' V U) Q • 3 DECIDUOUS TREES/100'LF(159 LF) 5 5 , Blonde Ambition Blue Grama Berberis thunbergii'BailErin' — • 20 SMALL SHRUBS OR ORNAMENTAL GRASSES AND 6 LARGE SHRUBS/ 100'LF(159 LF) 32 AND 10 70 AND 11 CURRENT ZONE: RUT BG B 8 TwO;2.5 x 2.5;AV.75; sun;Z4;Utah Lake 1 gal BL 24 LimoncelloTM Japanese Barberry 5 gal > Lo O/ w PARKING STALLS REQUIRED: 5 SPACES PER EVERY 1,000 SF water tolerant Corms alba 'Bailhalo'TM C: VICTORY ROAD (772 LF) 20,439 SF/1000=20.4 X 5 = 102 REQUIRED Calamagrostis x acutiflora 'Karl Foerster' co • 3 DECIDUOUS TREES/100 LF 772 L 23 25 244 PARKING SPACES PROVIDED ,� o CA'B 72 Ivory Halo Dogwood 5 gal -— ( 7 ACCESSIBLE SPACES ��o���� CAR 60 Feather Reed Grass 1 gal moderate;5x5• sun to art shade;z4 70 20 SMALL SHRUBS OR ORNAMENTAL GRASSES AND 6 LARGE SHRUBS/ 100 LF(772 LF) 154 AND 46 172 AND 46 �` Tw2.4x3•AV 7 p ' 26 BICYCLE SPACES °�onnn�o , sun;z4;Utah Lake water ° tolerant Diervilla x splendens 'El Madrigal' PROPERTY LINES THAT DO NOT ABUT A ROADWAY - • 1 DECIDUOUS TREE/100'LF LANDSCAPE AREA:1.70 ACRES(34/o) G`G ' Festuca mairei HS 6 5 gal Q� ASPHALT AREA:2.81 ACRES Firefly Nightglow Bush Honeysuckle •• (WEST 484 LF) 5 9 1 FMA 134 Atlas Fescue 1 gal ••• (NORTH 713 LF) 7 18 7111AM0 low;30; sun;z5;Utah Lake water tolerant PC 22 Prunus x cistena Purple Leaf Sand Cherry 5 gal 10 SMALL SHRUBS OR 5 LARGE SHRUBS/100'LF ���"I'�'% Miscanthus sinensis 'Mornin Light' 0•0 (WEST 484 LF) 48 or 24 43 LARGE = O = MM 85 g g 5 gal •• (NORTH 713 LF) 71 or 36 58LARGE ,ph���� Morning Light Eulalia Grass Potentilla fruticosa'Fargo'Dakota Sunspot TM PARKING AREA LANDSCAPING AND SCREENING + PFT 50 Fargo Yellow Shrubby Cinquefoil 5 gal • EACH ISLAND SHALL CONTAIN 1 TREE AND 75%LIVE PLANT MATERIAL COVERAGE--PROVIDED PERENNIALS Sd2;2-3 x3-4;AV 7; sun;z2;Utah Lake • 1 TREE/40'LF OF REQUIRED PERIMETER LANDSCAPE AREA •• (EAST 140 LF) 4 5 Hemerocallis x'Always Afternoon' water tolerant;flrewise •• (NORTH 345 LF) 9 13 HA 14 Always Afternoon Dalil y y 5 gal o PW'B 19 Physocarpus opulifolius'SMNPMS' 5 gal LICENSED • PARKING LOT PERIMETER SCREENED BY A HEDGE OF SHRUBS AND ORNAMENTAL GRASSES 30-36"TALL-75%COVERAGE--PROVIDED Rudbeckia fulgida 'Goldsturm' Summer Wine®Black Ninebark LAND • LIMIT AREAS OF IRRIGATED SOD TO LANDSCAPE AREAS WITH A MINIMUM OF 10'WIDTH-PROVIDED RF G 119 Black-eyed Susan 1 al Rhus aromatica 'Gro-Low' 16510 P3;3x2;AV 3;sun;z3;Utah Lake water g Gro-Low Sumac LAWN SHALL NOT EXCEED so%-- 1 t°�D PROVIDED tolerant RG'L 23 GV1;2 x 8;AV 28;full to part sun;z4;Utah 5 gal PLANT COVERAGE DIAGRAM /1 6 • DMO SA 36 Sedum spectabile'Autumn Joy' 5 al Lake water tolerant; firewise SERTEW ATE�INs TH Design Criteria SYMBOL COVERAGE AREA Autumn Joy Stonecrop g o SB'T 90 B rchleaf Sp reaSpIraea ha 'Tor' 5 gal Eco-Region 10.1 Northern Cold Desert STREET FRONTAGE moderate;2-3 x 2-3; sun to part sun;z4 ROSES REVISIONS Climate zone Zone 6 PRIMARY ENTRIES Viburnum carlesii Zoning ordinance Meridian Rosa x'Meimirrote' + VC'K 10 Korean Spice Viburnum 5 gal Water availability Secondary Water BUILDING PERIMETER Apricot Drift®Rose g ° R'AD 15 5 al low to moderate;4-6 x 4-6; sun to part shade; ADDENDUM 1 12115125 Soil type Clay Loam PERIMETER SIDES z4 Slopes flat PERIMETER REAR Rosa x Meigalpio' TM Ir Red Drift Groundcover Rose Wind Northwest *NOTE:THIS DIAGRAM IS USED TO DEFINE PLANT COVERAGE RRD 92 moderate; 1-2 x 2; sun;z4;Utah Lake water 5 gal EVERGREEN SHRUBS • Setbacks/easements No special easements AREAS. CALCULATE PLANT COVERAGE AND ENTER INFORMATION tolerant Juniperus chinensis 'Spartan' Microclimates Nothing unique to site IN THE PLANT COVERAGE TABLE. Rosa x,Radcor, JCS 22 Spartan Juniper 10 gal 0 Soil ph 7.7 :• R'RK 42 Rainbow Knock Out®Rose 5 al low, 15x6; sun;z4;Utah Lake water tolerant �PROTOTYPICAL PLANT COVERAGE MAP moderate water;3-4 x 3-4; sun;z4;Utah g H 40 Juniperus horizontalis'Guernsey Green' Lawn Area Percentage 20% Undeveloped property NIA Lake water tolerant \_� J Guernsey Green Windwalker®Juniper S gal PROJECT NUMBER Irrigation system Secondary Water 501244524010101 i *Refer to AEC Design Guidelines JRW/BA PROJECT# Plant Coverage BA 25.008 DATE Shrubs-Mature Coverage Actual% Tree Purpose Actual# %Required by Local Jurisdiction 02/1312026 Street Frontage 25%-50% 45% Frame Building (14) 33 11 0' 25' 50' 100, 200' _ DESIGN PHASE Primary Entries 30%-55% 35% Frame Entry (10) N/A D ! CONSTRUCTION DRAWINGS Building Perimeter 25%-45% 45% Accent Building (12) N/A ;l !I GRAPHIC SCALE: 1" = 50' SHEET TITLE Perimeter 5%-15% 10% Screen Lot (112) NIA 0 II o O O O T LANDSCAPE PLAN Landscape Data n DESIGN GROUP DIGLIN h' I Landscape Architecture /Planning&Visualization Total Site Area 5.4 Acres %of Site/Landscape %/#Required by Local Jurisdiction 870 RIVER VIEW DRIVE 9�_ Z� UTILITY NOTIFICATION CENTER,INC Total Landscape Area 94,059SF 37% N/A L L L TWIN FALLS, IDAHO 83301 (208) 320-8624 1-800-342-1585 www.bluestakes.org Shrubs/Groundcover 1,006 Shrubs 30% N/A --��I —� WWW.pk deSl n roup.com Ll ---- g g NORTH PLANT UANTITIES ARE PROVIDED FO CNVENIENCE ONLY. % PLANT LEGEND NOCASE OF DISCREPANCY,THE DRAWING SHALL TAKE PRECEDENCE) opKRTOH SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE D ... Q CONIFERS Picea omorika 'Bruns' y�T BBB P'BS 36 Bruns Serbian Spruce B&B 6' E c T v moderate;35x10;sun;z4 XP &J RW ASSOCIATES (2)RGLoO CUF DECIDUOUS TREES C H I T E C T ARCHITECT <, 0 Q�B O Acer truncatum x platanoides 'Warrenred' Barton Architecture PLLC 6>MM C3)Q.UP �iGs o 0 TM 319 N.Kinsley Ave P�H ��1„ (3)R'RD (6)R'RD� m o AX'P 26 Pacific Sunset Maple B&B 2"Cal Winslow,AZ 86047 U 000 moderate;30x25;sun;z4 -JRW Associates y� (1,TC.G 0 1152 Bond Ave.Suite A Rexburg,ID 83440 P'BS PWH -, Ls • BP'J 6 Betula platyphylla'Jefpark' 15 gal STRUCTURAL ENGINEER °. [/"\) Parkland Pillar®Asian White Birch -Ridge Structural Engineering P7" c° c�)R��G 1152 Bond Ave.Suite B (2)7A - Rexburg,ID 83440 TGG O - (3)RP'G •K o 0 Q (3)7C'S-/•�--1 • �.�•C ;. C•C• -�a (6)CA'K �✓(_�,II S v✓ ,o ,o' ,o ,a ,o' ,o' �-,o� 7' �✓ MalUS X 'Spring Snout G•_5•, ' „,_2„ fl MISS 13 Spring Snow Crab Apple B&B 2"Cal MECHANICAL ENGINEER (2)Ax, 5 1 13 4" - 23'-3" 33 %0 O (3)PV'H low;25x22;sun;z4;Utah Lake water tolerant - - � -Engineered Systems Associates �Q ,9)A'Cq< L,Rq'I. �:AIAIM'ss • (5)AM'G —(3)CAB -1355 East Center • (3)PWH 2)(X (I,PHS c�..•, a,Q�UP Cal -Pocatello,ID 83201 (1)P'BR 0 7H 0 Prunus x vir iniana 'PO02S'TM C)BL 0)B (4)JC'S (5)CA'K • �' •• 3 RFG 3 MM (3)GAB } O PISP 25 B&B 2"C _0 �FMA (5)SA r 3)HI_ () (� ()' (1JTC'G CS)7C'S •�- •�„(3)PSP (3)RA c al ENGINEER ,.)�\I�\I (3)P\%i'H Ci).1XP C3)Q�UP C)RFG - d B h Lake t tolerant \ (3)cA' ACA'B p)Qve (1)�N� }/ II Sucker Punch Chokecherry erry 6 - �R 2)CA'x - �O)FBS OOO - \'1i / low; 5x2 , , , to a e water 1=9 (3 RFG 0 1 P 1 TCG TCG C ; 1823 Easayne tCe Center p>QvP � t3)RP'G •• g)RFG • 0 �� �` 111 w. ��.z eo--(B,GAK •• ` •„� ✓� 0O P Pocatello,ID 83201 MM mF"1'A _(3) ' Quercus macrocarpa 'Urban Pinnacle' PROPOSE FUTUBE , Urban Pinnacle Oak AUDIOVISUAL ENGINEER P F3 URB&GU RLOCATION QUP 14 Td3. 55x25•AV 1256• sun;z3•Utah Lake B&B 2"Cal Spectrum Engineers • J'. © (S�VC'K (6)g (5)CAB 1'K v O O• 2'-3'BER J2 © � (Z)M'SB �� (2)P'SP (Z)P'SP � � � � � (1)QUP (2)M'SS - �-, �,PHs' (�R'RK -324 South State Street,Suite 400 � ' - ' water tolerant _ (3)CA'1: �• • TCG -\ (7)PPF A (7)FM'A((�� _-� (7)PM'A (7)PF� Salt Lake City,UT 84111 (�Re"G (3)RFG ♦ (4)7 p)sR'B N (1)P'sP (�ivrE T'� pz>s: p SyYinga retiCulata 'BailnCe' is RF (3)P �' (5)BUG (2)AX'P • SR'B 10 Snowdance Tree Lilac B&B 2"Cal (1)Q-UP _ (1)TC' • (1)PC Td3; 18x20;AV 314;sun;z3 (3)RFGpp (7)R'RD (3)PC — -- cs)Ht. O O _ (1)P'RS (Z)M'SS (Z)P'SP (Z)P'SP _ (2)M'SS . (3)RG'L o O Tilia cordata'Greenspire' 5 RPG O, FMA lf)1 NP\ (7)PET (7)FM'A (7)FM',1 ()PF 2'-3'BER()YES (� j1i" 18 Greens ire Littleleaf Linden "' P - 4 0••• -'P�ca o (z)FSP - (3)CA-B o • TC'G p B&B 2"Cal �'- Td4.40x35•AV 314• sun;z4•Utah Lake N (2)vc'K (3)tf 1B'-4 nr F,ntn _ tolerant 2'-3'BER 22'-7"19'-9" - water _ S:+Q= O - 23, 33�-5„ Lb�n\C6 2'-3'BER SR'B 2'J'BER 2'J'BERM 3U'_8�� - • (4)CAK • • (B)BG7i 2'-3'BER 2'-3'BER 2'J'BER a •.• (3)RP G • • (3)RFG 3 P'SP Q - (1)Tc'c (1)TC'G 3 PSP (4)CAB ��� - (2)CA'Ii - ()S, 0 () 2'-3'BERM (3)RFG •• / : (3)RA'G (3)RFG • (3)RFG a(q)pC 0 (4)AXP (2)PBS (1)SAB(5)CA'B Cl' O(4)CA'B —7— .. t22J RFG 1 TC'G 1 TC'G • -- ! -('• 1PFF ) 2CA'K ) (1)'IC' (4)PMA (i)TC'G )RRD • -(:A'li (6)FM'A (4)CA'B 1,G - SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT w � p)PC , � Q \, -- (12)SB"C _ (1)SRH (12)SB'T l'`f He Q I SBT ,C .� - /t �Y g- \✓ O O (4 'A j _ (12)FM'A ` Z �' 'vt✓� ) i ;� ii .0 • J.../ a .`,.• (2)AXP K" (3)IH • 6 %0 _ C?• •C)' () F _.� -_ _ (6)SH co 14 P B 6 RAD - (12)RG'L(4)P'BS is (1)A. j _ .., --• •�. `_ (SJRRK _ � DECIDUOUS SHRUBS � z - � X R'RD\, I�SR'B 6 Yhl\ � - �l'P -2 3`BER -- -- - - _ - PROPOSEDFUTURE 2'-3'BER CDBB&GUTiEBLDACTIDN Aroma melanocarpa'Ground Hug' > PROPOSED FUTUBE Ground Hug Spreading Chokeberry g CURB&GUTTER LOACTION AM'G 23 Sd3; 14"x36";AV28;sun to part shade;z3; 5 al z Utah Lake water tolerant 0 O Q • BL 24 Berberis thunbergii'BailErin' S gal U U) 0 LimoncelloTM Japanese Barberry > Ln - -— Cornus alba 'Bailhalo'TM C: • CA'B 72 Ivory Halo Dogwood 5 gal moderate;5x5;sun to part shade;z4 Diervilla x splendens'El Madrigal' ' • HS 6 5 gal Firefly Nightglow Bush Honeysuckle Prunus x cistena • PC 22 Purple Leaf Sand Cherry 5 g� SITE MATERIALS LEGEND o�INCA MATERIALS TH AP�GSHALLTAKE CONVENIENCE Potentilla fruticosa'Fargo'Dakota Sunspot TM SYMBOL CODE DESCRIPTION QTY GRASSES + PF'F 50 Fargo Yellow Shrubby Cinquefoil 5gal Bouteloua gracilis 'Blonde Ambition' Sd2;2-3 x3-4;AV 7;sun;z2;Utah Lake BG'B 8 Blonde Ambition Blue Grama 1 gal water tolerant;firewise 1 LANDSCAPE TwO;2.5 x 2.5;AV.75;sun;Z4;Utah Lake , water tolerant o PW'B 19 Physocarpus opulifolius SMNPMS 5 gal ucENSEn SODDED LAWN AREA 7,597 sf Calamagrostis x acutiflora 'Karl Foerster' Summer Wine®Black Ninebark LANDSCAPE LAWN AREAS SHALL BE SOD.NEW TURF AREAS TO BE SODDED WITH CA'K 60 Feather Reed Grass 1 gal Rhus aromatica 'Gro-Low' 1651100 DROUGHT TOLERANT KENTUCKY BLUE GRASS OR APPROVED EQUAL. SEE Tw2;4x3;AV 7; sun;z4;Utah Lake water RG'L 23 Gro-Low Sumac 5 ` SOD LANDSCAPE NOTES FOR FURTHER INFORMATION. SHEET LP-101. tolerant GV1;2 x 8;AV 28;full to part sun;z4;Utah gal 1 -,vvvl,`L` Festuca mairei Lake water tolerant;firewise /1 6 1-i4 1"MINUS TAN CRUSHED ROCK 53,566 sf FM'A 134 Atlas Fescue 1 gal Spiraea betulifolia 'Tor' �� I� SUBMIT SAMPLES FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL. low;3x3;sun;z5;Utah Lake water tolerant o SB T 90 Birchleaf Spirea 5 gal —_________ PROVIDE 3"DEPTH OF ROCK MULCH TOP DRESSING. SEE INORGANIC ���,I,�,, moderate 2-3 x 2-3 sun to art sun z4 --_--_ MULCH LANDSCAPE NOTES FOR ADDITIONAL INFORMATION. SHEET LP-101. 3;o�% Miscanthus sinensis Morning Light p � MM 85 Morning Light Eulalia Grass 5 gal Viburnum carlesii REVISIONS 0000o 2-4"TAN CRUSHED ROCK. 3,383 sf + VC'K 10 Korean Spice Viburnum low to moderate;4-6 x 4-6• sun to art shade; 5 gal SUBMIT SAMPLES FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL. ' ' 0000o PROVIDE 4"DEPTH OF ROCK MULCH TOP DRESSING. SEE INORGANIC PERENNIALS z4 ADDENDUM 1 12115125 0000o MULCH LANDSCAPE NOTES FOR ADDITIONAL INFORMATION. SHEET LP-101. Hemerocallis x'Always Afternoon' HA 14 Always Afternoon Daylily S gal EVERGREEN SHRUBS 2 HARDSCAPE Rudbeckia fulgida 'Goldsturm' C S Jumperus clunensis 'Spartan' Black-eyed Susan J 22 Spartan Juniper 10 gal a-oi BOULDERS-DECORATIVE 24 RF'G 119 P3;3x2;AV 3; sun;z3;Utah Lake water 1 gal0 low, 15x6;sun;z4;Utah Lake water tolerant QD 3 FOOT ROUND.SUBMIT COLOR SAMPLES FOR ARCHITECT AND OWNER tolerant Juniperus horizontalis'Guernsey Green' APPROVAL. SEE PLACEMENT INSTRUCTIONS ON DETAIL SHEET LP-501.. � JH 40 Guernsey Green Windwalker®Juniper 5 gal Sedum spectabile Autumn Joy • SA 36 Autumn joy o StonecroP 5 gal PROJECT NUMBER a-oa BOULDERS-DECORATIVE 35 501244524010101 O 5 FOOT ROUND. SUBMIT COLOR SAMPLES FOR ARCHITECT AND OWNER APPROVAL. SEE PLACEMENT INSTRUCTIONS ON DETAIL.SHEET LP-501. ROSES BA JRW/25 PROJECT# .008 z-o4 6" CONCRETE MOW CURB 257 if Rosa x'Meimirrote' SEE DETAIL SHEET FOR ADDITIONAL INFORMATION.SHEET LP-501. R'AD 15 5 gal DATE o Apricot Drift®Rose 0211312026 2-55 L 5"DEEP STEEL EDGING-INSTALL PER MANUFACTURER SPECIFICATION. 400 if Rosa x 'Meigalpio'TM DESIGN PHASE Red Drift Groundcover Rose 0' 25' 50' 100' 200' • R'RD 92 5 gal DCONSTRUCTION DRAWINGS moderate; 1-2 x 2;sun;z4;Utah Lake water ! SHEET TITLE tolerant GRAPHIC SCALE: 1" = 50' Rosa x'Radcor' :• R'RK 42 Rainbow Knock Out®Rose 5 al DESIGN GROUP DIGLIN LANDSCAPE COLOR PLAN moderate water;3-4 x 3-4;sun;z4;Utah g Lake water tolerant Landscape Architecture OPlanning&Visualization 6 870 RIVER VIEW DRIVE � � � � TWIN FALLS, IDAHO 83301 (208) 320-8624 UTILITY1-800- 42-1CAT ON CENTER,INC NORTH 1-800-342-1585 www.bluestakes.org L101 www.pkjdesigngroup.com PLANT UANTITIES ARE CNVENIENCE ONLY. ED PLANT LEGEND NOCASE OF DISCREPANCY,THE DRAWIDNG SHALL TAKE PRECEDENCE) e p,RTOpV SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE CONIFERS D - _ C - == Picea omorika 'Bruns' (4)P-BS _== P'BS 36 Bruns Serbian Spruce B&B 6' F e r v R (3)MM -=--_ moderate;35x10;sun;z4 _=--- -(2)"P JRW DECIDUOUS TREES ARC H T E C T (2)RG'L _= -- ---- _ _________- ARCHITECT -- ---- J� , cer truncatum x latanoi es Warrenre Barton Architecture PLLC �MM )QGP - TM+ AX'P 26 B&B 2"Cal -Winslow,N. l AZ 8 047 (3)R'RD (G)R'RD+-B -___ �____ _ _ Pacific Sunset Mapll. (3)PWH moderate;30x25• sun;z4 � � � -JRW&Associates p,AxP =_==-_ (11TC' ___-- (v)MM -1152 Bond Ave.Suite A (3)RF -====_=- Rexburg,ID 83440 (3,PW'B =-_ _�I<'3 • BP,J 6 Betula platyphylla'Jefpark' 15 gal STRUCTURAL ENGINEER Parkland Pillar®Asian White Birch Ridge Structural Engineering (I)Q'UP - - (3)RP -1152 Bond Ave.Suite B Q) G 'K _= - (TC'G �' Rexburg,ID 83440 (3)JCS _•._�— J_� _ 6)CAK (S)JC-S,0' ,0' ,0' ,0' 10 JO oa (� (3)WAD -I (a>BP_ -- , M us x 'Spring now' JH 10'-5"10'-11'0 „' __ _ __ =x°~= =_- „'_2" _ _ • MISS 13 Spring Snow Crab Apple B&B 2"Cal MECHANICAL ENGINEER (2,Ax 3'-3 _ __� low;25x22; sun;z4;Utah Lake water tolerant Engineered Systems Associates __ - _`Q=� - /^1 _-_- _ -1355 East Center (3)MM _ v�_ _ ____ _ ___ _ .ta _ __ _ __ ____ _--�_ � � � M'SS - (3)AM (3)PBS (3)PM'A - __ - CAB Pocatello,ID 83201 -- (1)P'BS _-__ - __ - (1))H __= = Prunus x vir niana 'PO02S'TM WA (3)BL - •_a•V- (1)TC''G ___ - ___ (4)JC'S (S)CA'K I// m (S)SA ____ 3)B -- _ (3)RF' _ (3)P BS (2)HP (3)MM (�GA'B (1)TC'G PISP B&B 2"C(3),(:'S �"- -_ -- (3,PSP - --- O 25 c al ENGINEER (SSA -- --- - - Sucker Punch Chokecherry er ELECTRICAL "..... __ _ (7)RF'G =____ ___ _ _ ) �___ _ ______ _____K __ (3,CAB 3,cns p)Q'UP 1, 'c I� 4 =-�._ -3) P (�CA•K -__ _____ ___ -K--- _=_X =__ )MM / low;25x20; sun;z3;Utah Lake water tolerant -Payne Engineering __ _ _ _ __ ___ X x x^X _X __ _ _ 1823 East Center (5)RF _ ____ ___ _ (3)PF ___ ____ 1)P'SP (1)TC'G __ _ __ __ _ _ _ _ _ _ __ _ __ _____ _ _ __ _ _ (1)Q'UP _�_ 1FSP (3)RF'G (1) CG __ ____ _______ __ _ ___ _______ __ ___ ____ ___ __ _ _ ___ ___ SBT ^ _ S)CA'K __ '� G =_ ____ ____ _____- - --_ __- ________ _ ___ __--- _______ ____ _- __-- = -- - __ oigAx. , -Pocatello,ID 83201 (2)MM _ -_ M> A (5)MM _ __ (3), (4)RFG -_s' �m BD � I QuerCUS maCYOCarpa 'Urban Pinnacle' - PROPOSE FUTURE , AUDIO/VISUAL ENGINEER Q Up Urban Pinnacle Oak 5)VC'K r (6)SB -- CURB&GU RLOCATION , 14 B&B 2 Cal -S ectrum En ineers 2'-3'BER , Td3;55x25;AV 1256;sun;z3;Utah Lake p g (5)CAT __ _ �-eqy )M'SS (2 P'SP (2)P _ -- WQ'UP Ty'•�I{sy� y�l.{ Ms - 3)RFG _ _- _ f 5 _ �G>�" water tolerant -Sal Lake City,UT Suite 400 3 _ 1 ) (3)cAK ORFG ©_ _ t)Q'UP I/Y1rhhI 11 .'a rh �(41pnr. (4)MM _ MM __ _____ 3, - - (3)RFG I;(;I 'T I�T�I IIRjI Syringa 3>RFG w Y O --g_ ° �2)L? • SR'B 10 Snowdan e Tree Lilac ilailnce' B&B 2"Cal _- -- _ (13)RP)TC'G -_ _ (1)�G Td3; 18x20;AV 314;sun;z3 ( ___ __ � RD IPSA -- - -_ - _ (3)PC __ - MISS (2 P'$P (2)P = () I (5)RGL _ _ ____ _ f - - �, -- _ - Tilia cordata'Greenspire' )RPG /+ - --- ---- - - (1)AxP — _____ ---iA/->- �♦{�YA' FM'A S ____ _ _ ___ _____ t .ta t-14I 2'-3'PR (2) '=__+=-r,Z R I II =_- -� -�-- �I-SP �-- - __ _ _- _ _ _ 3)C� ;i•i; , li, , II, ;i,i; _ - "� '-°� • TC G 18 Greenspire Littleleaf Linden B&B 2 Cal � (3)CA'K 10, 10, 10' 10' 7 6)HS (14)H 8' 10' ,0' , 10' Iml IRII IRII IQI _ _ = Y Td4;40x35;AV 314;sun;z4;Utah Lake (y °, o, MM -30 () 15'-8 - (G)� VC'K 3PC "_- 16'-4" / _ 22'-7"19'-9"19'-9" �_� ( 19'-7"19'-5" water tolerant _ 2'-3' 30 8" 33 5" 2'-T BER T-T BER 2'-3'BER 2'-S'BER (6)J (4)CA'K 7 ♦ (S)BG(3)RFG P.S _ _ 2'-3'BER 2'-T BER (4) B (3,RF'G _ ♦ ! - _ __ ___ _ __ - _b _ _ - (1).1.c'G _ moo _ p __ _ () (2)A'K -- -II_ i P - '- 8 .- __ ERM (3)RF'G �_ (3)R G (3) 'G •. 3 RF'G i "-t / N4 4, (2) B 1,SR'B5)CAB (4)CAT - _ _ _ �2R G '_ 1 - _" _ _ SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT �, u1 N (1)R!% �� - - (�PF (1)TCG - (2)C K ) - r-- _ __ _ _ 1 PC _--Y _ 1 T'G (1) (4)FM' (1) G (S)JH - 24)SHI ITCG - _ __ a.� _ (12)FM A— x -s____ A =- I.r.' _____4 -�,-__ •Fr-� - _ _ ___ - __ _ _ _-_ _ Q _ (e)F�rA = _ ___ _ ___ _ _ _ _ - _ - _ _ _- _- _ _ /� / ____ ____ - 14 R'RD 4-=`• _- '� ()I k'E— f=- ) ' 6SB 1.19 ao� R'AD zov __A _Ll _ a � (3)IH 1 14)R'RD 14F BL (12)RG'L(4)PBS (1) --- - - - --- -- - �-- ---- -- - --- -------- -- - RD / DECIDUOUS SHRUBS z R'RD SBT 1 SR'B (10)A'RK (5)RRK 4 P'BS(�PM'A (3,JH -�a ' JII ,. ate• CO - --2'-3'EER —_—_—__ __ ___ PROPOSED FUTURE 'o' 2'-3'BER —— _____________ ___ _____ ----�__ Aroniamelanocarpa'GroundHug' CURB&GUTTER LOACTION PROPOSED FUTURE Ground Hug Spreading Chokeberry 5 g� � CURB&GUTTER LOACrION \ , ( AM G 23 Sd3; 14"x36";AV28;sun to part shade;z3; -— - - - - - - - - _ _ _ _ _ _ _ _ _ - _ l Utah Lake water tolerant 0 Q - - - - Berberis thunbergii'BailErin' U U) 0 V — — — _ _ 1 BL 24 LimoncelloTM Japanese Barberry 5 g� > Ln � LLI Cornus alba 'Bailhalo'TM / CA'B 72 Ivory Halo Dogwood 5 gal moderate;5x5;sun to part shade;z4 Diervilla x splendens'El Madrigal' 'L SITE MATERIALS LEGEND O°Y`INC EOF�JQUANTITIES ARE �°�°HALLTA°�RECEDENCE.) Hs 6 Firefly Nightglow Bush Honeysuckle 5 g� (1) Prunus x cistena SYMBOL CODE DESCRIPTION QTY GRASSES Pc 22 Purple Leaf Sand Cherry 5 gal Bouteloua gracilis 'Blonde Ambition' Potentilla fruticosa'Fargo'Dakota Sunspot �J • GG BG'B g Blonde Ambition Blue Grama 1 al TM 1 LANDSCAPE �� �c TwO;2.5 x 2.5•AV.75;sun;Z4•Utah Lake g nn� water tolerant� + PF'F 50 Fargo Yellow Shrubby Cinquefoil 5 gal SODDED LAWN AREA 7,597 sf Calamagrostis x acutiflora 'Karl Foerster' Sd2;2-3 tolex3-4rant; AV 7;sun;z2;Utah Lake LAWN AREAS SHALL BE SOD.NEW TURF AREAS TO BE SODDED WITH ° ° water tolerant firewise 'J o �c CA'K 60 Feather Reed Grass 1 al DROUGHT TOLERANT KENTUCKY BLUE GRASS OR APPROVED EQUAL. SEE Tw2.4x3•AV 7• sun;z4•Utah Lake water g Physocarpus opulifolius'SMNPMS' SOD LANDSCAPE NOTES FOR FURTHER INFORMATION.SHEET LP-101. PW'B 19 5 gal LICENSED tolerant Summer Wine®Black Ninebark LANDSCAPE ------ Festuca mairei Rh i 'GL '1"MINUS TAN CRUSHED ROCK 53,566 sf �CT us aromatca ro- ow � FM'A 134 Atlas Fescue 1 gal 16510 SUBMIT SAMPLES FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL. low;30;sun;z5;Utah Lake water tolerant RG'L 23 Gro-Low Sumac 5 al ` iA PROVIDE 3"DEPTH OF ROCK MULCH TOP DRESSING.SEE INORGANIC GV1;2 x 8;AV 28;full to part sun;z4;Utah g 1 -----_ MULCH LANDSCAPE NOTES FOR ADDITIONAL INFORMATION.SHEET LP-101. o % Miscanthus sinensis'Morning Light' Lake water tolerant;firewise /1 6 MM 85 Morning bight Eulalia Grass 5 gal Spiraea betulifolia 'Tor' � I 0000o i-is 24'TAN CRUSHED ROCK. 3,383 sf o SB'T 90 Birchleaf Spirea 5 gal SUBMIT SAMPLES FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL. moderate;2-3 x 2-3•'sun to part sun;z4 0000o PROVIDE 4"DEPTH OF ROCK MULCH TOP DRESSING.SEE INORGANIC PERENNIALS Viburnum carlesii REVISIONS 0000o MULCH LANDSCAPE NOTES FOR ADDITIONAL INFORMATION.SHEET LP-101. Hemerocallis x'Always Afternoon' 5 gal + VC'K 10 Korean Spice Viburnum 5 gal HA 14 Always Afternoon Daylily low to moderate;4-6 x 4-6;sun to part shade; 2 HARDSCAPE Rudbeckia fulgida 'Goldsturm' z4 ADDENDUM 1 12115125 2-oi 3 FOOT ROUND. SUBMIT COLOR SAMPLES FOR ARCHITECT AND OWNER BOULDERS-DECORATIVE 24 RF'G 119 Black-eyed Susan 1 gal EVERGREEN SHRUBS ® 0 P3;3x2;AV 3;sun;z3;Utah Lake water tolerant Juniperus chinensis 'Spartan' APPROVAL.SEE PLACEMENT INSTRUCTIONS ON DETAIL SHEET LP-501.. JC'S 22 Spartan Juniper 10 gal 11 Sedum spectabile'Autumn Joy' • SA 36 Autumn o Stonecro 5 gal low, 15x6;sun;z4;Utah Lake water tolerant 2-o2 BOULDERS-DECORATIVE 35 joy p _ O 5 FOOT ROUND.SUBMIT COLOR SAMPLES FOR ARCHITECT AND OWNER JH 40 Ju Guernserusey Grehoren dwalkensey Green' 5 gal APPROVAL.SEE PLACEMENT INSTRUCTIONS ON DETAIL.SHEET LP-501. Guernsey Green Windwalker®Juniper ROSES PROJECT NUMBER 2-04 6" CONCRETE MOW CURB 257 if 501244524010101 ° Rosa x'Meimirrote' SEE DETAIL SHEET FOR ADDITIONAL INFORMATION. SHEET LP-501. RIAD 15 Apricot Drift®Rose 5 gal JRW/BA PROJECT# 0 2-05 5"DEEP STEEL EDGING-INSTALL PER MANUFACTURER SPECIFICATION. 4001f Rosa x 'Meigalpio'TM BA 25.008 • R'RD 92 Red Drift Groundcover Rose 5 gal DATE moderate; 1-2 x 2;sun;z4;Utah Lake water 0211312026 tolerant Rosa x'Radcor' 0' 25' 50, 100, 200' DESIGN PHASE • R'RK 42 Rainbow Knock Out®Rose 5 al 0 R CONSTRUCTION DRAWINGS moderate water;3-4 x 3-4; sun;z4;Utah g SHEET TITLE Lake water tolerant GRAPHIC SCALE: 1" = 50' D E S I G N GROUP D I G L I N LANDSCAPE PLAN Landscape Architecture Manning&Visualization 870 RIVER VIEW DRIVE � � � � TWIN FALLS, IDAHO 83301 (208) 320-8624 UTILITY1-800- 42-1CAT ON CENTER,INC NORTH 1-800-342-1585 www.bluestakes.org Ll 0 2 www.pkjdesigngroup.com 1e$p.RT0,,v i U ... C T U Fz�G JRW A R C H I T E C T S ---=--=--=--=--=--=- � - ARCHITECT - --114--=--=--=--=-=- a ______- Barton Architecture PLLC &05 ______________________- - _-_=-_=-_=-_=-_---- -319 N.Kinsley Ave ____• _=___-_ ---=--=--=--=--=--=-- fl�=_=_-=_-- -- Winslow,AZ 86047 201 JRW&Associates =- 1-14 =____=__-_-_ 1152 Bond Ave.Suite A ---------- - Rexburg,ID 83440 __-__-- ----- -= STRUCTURAL ENGINEER Ridge Structural Engineering 1152 Bond Ave.Suite B Rexburg,ID 83440 -_ -- - =--_-=__ MECHANICAL ENGINEER Engineered Systems Associates - -------- ------- - 1-1q -1355 East Center 4 --_- Pocatello,ID 83201 -- 1-07 1 01 - -- - ---------------- --_ - _______ __ 204 -- - ELECTRICAL ENGINEER ___=-___=-_=_=___=-=_= Payne Engineering _______________________ 1-14 _______ - _ t_14 1823 East Center __- ______- ______- t-14 --- - - Pocatello,ID 83201 -- ------ - ----- -- ---- _- }- _ _-__-___- _- __-_ -____ ________________ AU DIOIVISUAL ENGINEER - ----- ------ ------------ } Spectrum Engineers —X -� 324 South State Street,Suite 400 - -_____- --------------- --x—X---�-=X—x—Y—X—x- 4 __x—x— —_ x X--=-X ----------- x --X—x—x—x— — Salt Lake City,UT84111 -- ------------------------------------------ - _ _ -=--=--=--- =-=--=--=--=--=--=--=--=--------------= 1_,4 14 -=_-=_-=_-=_-=_-=_-=_-=_- PROPOSE FUTURE 114 CURB&GU R LOCATION 2'-3' - - - -_- -_ -14 ------ ------------ ------ - I I I I I I I I 2-02 - _-_-_-_ 1-14 IIIII 1-14 --- 1-14 IIIII 114 I III -__-__-_= _===_-=_=== i w CN Z M _ W ----------- - ---------- ___-____ -____ III III III III ---___ _______ IIIII 1.14 1 t_14 t_14 IIII '-14 �_.. '-�� I I I I I I I I 1y - IIIII IIIII IIIII IIIII 2-3 - _ _ ------ ---z I I I I I I I I I I I I _ -------1-14 -- - --- 1-14 ------- I I I uw� I I I I I I - - -- = t o1 t-ot IIII IIII z-02 7 --_ 2'-3'BERM 2'-3'BER 2-4 _-- -_--_- _--_--_---_-_-_-- 2'-3'BERM 2'-3'BERM O - --------------- 2'-3'BERM 2'-3'BER U co Q � � ___ 2_04 O DO __ �___-___________- _____- / '/'� ^' -- __ 1-16 BOO -____ ____ �O 1-18 _-_ __ __ ___ _ ___ ______--_ / __ DOa�QB ____ ___ a pOpOB_ __ BERM � � � r= � � � � __ ___ —__ _______ _ _-� / / u J LU --- L _____________ ___ ___ _ __ ______________ ___ ___ __ 20 C: _ _ _______________ _____ _________________ ______ ____________ __ ________ _ �______ __________________ ______ _____________________________ --_-_-_-_-_-_-_-_____________ __ _______________________ _________________________ ____ _________________ _______ ____________ ______________ _-_-_-_-_-_-_-__________________________________________________________ ___________ ___ __ _______ __ ________________ _____________________ _ ______ ______________ _ _ _ _ _ _ _ __ _ ____________________ _ _ _______ 2-02 1-14 ___ 1-14 _ ___ ___________________ ____ _ ________________ 1 14 _ _ 1-01 - - - - - 1 m PROPOSED FUTURE 2'-3'BER - - - - - - - - - CURB&GUTTER LOACTION W PROPOSED FUTURE CURB&GUTTER LOACTION FC EG LICENSED LANDSCAPE IFECT 'VOTE:SITE MATERIALS QUANTITIES ARE PROVIDED FOR CONVENIENCE SITE MATERIALS LEGEND NLY.IN CASE OF DISCREPANCY,THE DRAWING SHALL TAKE PRECEDENCE.) 16510 SYMBOL CODE DESCRIPTION QTY STATEOFIDW-10 1 LANDSCAPE REVISIONS i-oi SODDED LAWN AREA 7,597 sf LAWN AREAS SHALL BE SOD.NEW TURF AREAS TO BE SODDED WITH ADDENDUM 1 12115125 DROUGHT TOLERANT KENTUCKY BLUE GRASS OR APPROVED EQUAL.SEE SOD LANDSCAPE NOTES FOR FURTHER INFORMATION. SHEET LP-101. 1"MINUS TAN CRUSHED ROCK 53,566 sf SUBMIT SAMPLES FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL. — — — — — PROVIDE 3"DEPTH OF ROCK MULCH TOP DRESSING. SEE INORGANIC -_ MULCH LANDSCAPE NOTES FOR ADDITIONAL INFORMATION. SHEET LP-101. 0000o i-ia 2-4"TAN CRUSHED ROCK. 3,383 sf 000 o SUBMIT SAMPLES FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL. PROJECT NUMBER 0000o PROVIDE 4"DEPTH OF ROCK MULCH TOP DRESSING. SEE INORGANIC 501244524010101 00�0o MULCH LANDSCAPE NOTES FOR ADDITIONAL INFORMATION. SHEET LP-101. JRW/BA PROJECT# BA 25.008 2 HARDSCAPE DATE a-o1 BOULDERS-DECORATIVE 24 O 02/13/2026 3 FOOT ROUND. SUBMIT COLOR SAMPLES FOR ARCHITECT AND OWNER 0' 20' 40' 8t)' 160' DESIGN PHASE APPROVAL. SEE PLACEMENT INSTRUCTIONS ON DETAIL SHEET LP-501.. CONSTRUCTION DRAWINGS GRAPHIC SCALE: 1" =40' SHEET TITLE QD BOULDERS-DECORATIVE 35 5 FOOT ROUND.SUBMIT COLOR SAMPLES FOR ARCHITECT AND OWNER APPROVAL. SEE PLACEMENT INSTRUCTIONS ON DETAIL.SHEET LP-501. DESIGN GROUP D I G L I N MATERIALS PLAN a-oa 6" CONCRETE MOW CURB 2571f Landscape Architecture OPlanning&Visualization SEE DETAIL SHEET FOR ADDITIONAL INFORMATION. SHEET LP-501. 870 RIVER VIEW DRIVE C.WI'50--�e Zy' UTILITY NOTIFICATION CENTER,INC TWIN FALLS, IDAHO 83301 (208) 320-8624 1-800-342-1585 NORTH a-os 5 DEEP STEEL EDGING-INSTALL PER MANUFACTURER SPECIFICATION. 400 if www.pkjdesigngroup.com www.bluestakes.org Ll 0 3 �p,RTpN I I ?� . . J y/TFCTU�� I JRW & ASSOCIATES T E C T S ARCHITECT Barton Architecture PLLC 319 N.Kinsley Ave -Winslow,AZ 86047 I JRW&Associates 1152 Bond Ave.Suite A -Rexburg,ID 83440 I STRUCTURAL ENGINEER Ridge Structural Engineering I 1152 Bond Ave.Suite B -Rexburg,ID 83440 MECHANICAL ENGINEER I Engineered Systems Associates 1355 East Center 10'�10'*JI 10'*J- 10''�10'�10' I �10'�10'�1 0*' 7' T 14'-4"10'-5'10'P11 13'-4"11'-3" 11'-r'13'-6' 10'_9° 23'_3, _ � ELECTRICAL ENGINEER � Payne Engineering -1823 East Center Pocatello, ID 83201 AZ AUDIOVISUAL ENGINEER x—x—x—x—x—x—x— % Spectrum Engineers x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x— 324 South State Street,Suite 400 x—x—x—x— x—x—x x—x—x—x— x—x—x—x—x—x 4 -Salt Lake City,UT 84111 X PROPOSE FUTURE \_ CURB&GU R LOCATION I 2'-3'BERM II I UU �I I N I Q c0 zM 2'-3'BERM 10' 10' 10, 10' T *8' 10' -10' -10' -10' - J / - - I - 19.41 19.41 15-8" 16'-4"19'-7"19'-6" O O 22'-7" 23-1" 2'-3'BERM 2'-3'BER 2'-3' 30-61, 2'-3'BERM 2'-3'BERM / 2'-3'BERM 2'-3'BER U U) Q - 2'-3'BERM _ Lc, E It Uj co PROPOSED FUTURE _ 2'-3'BER — — - CURB&GUTTER LOACTION PROPOSED FUTURE CURB&GUTTER LOACTION I - - F� -_ EG 1 LICENSED LANDSCAPE LTEC �SITE MATERIALS LEGEND ONYE°IN�SOFD�QUANTITIES E RAWIOG°DL°TCONVENIENCE CH, 16510 /1 6 z-vs 5"DEEP STEEL EDGING-INSTALL PER MANUFACTURER SPECIFICATION. 400 if J STATE E�OPlo o� REVISIONS ADDENDUM 1 12/15/25 PROJECT NUMBER 501244524010101 JRW/BA PROJECT# BA 25.008 DATE 02/1312026 0' 20' 40' 80' 160' DESIGN PHASE CONSTRUCTION DRAWINGS SHEET TITLE GRAPHIC SCALE: 1" = 40' DESIGN GROUP DIGLIN EDGING PLAN Landscape Architecture OPlanning&Visualization 870 RIVER VIEW DRIVE �Z_ 'ate TWIN FALLS, I DAHO 83301 (208) 320-8624 UTILITY NOTIFICATION CENTER,INC 1-800-342-1585 NORTH L104www.bluestakes.org www.pkjdesigngroup.com (NOT :PLANT ARE PROVIDED IENCE PLANT LEGEND IN CAS] OF DIS�CREPANCIYS'HE DRAWING SHARiCON�PRECEDE CE e,p,RTpN SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE CONIFERS ' C ... ..::�`.... u � J Picea omorika 'Bruns' <)P'es P'BS 36 Bruns Serbian Spruce B&B 6' F C T v R moderate;35x10; sun;z4 JR W 2 AXP & ASSOCIATES Q0000 DECIDUOUS TREES T E C T S ARCHITECT Acer truncatum x platanoides �Warrenred' Barton Architecture PLLC + TM Ins eyAve AXT 26 Pacific Sunset Maple B&B 211Cal -Winslow,Az 86047 AxP FT moderate;30x25; sun;z4 JRW&Associates 1152 Bond Ave.Suite A Rexburg,ID 83440 �z)PBs II (2))C'B BP'J 6 Betula platyphylla jefpark' 15 gal STRUCTURAL ENGINEER Parkland Pillar®Asian White Birch Ridge Structural Engineering (1)Q'UP • � -1152 Bond Ave.Suite B (3)JC'S (1)TC' (1)TC'G I' -Rexburg,ID 83440 (5)JC'S � Malus x 'Spring Snow (2)P'SP W (4)BP'j • MISS 13 Spring Snow Crab Apple B&B 2"Cal MECHANICAL ENGINEER (2)AX'P o 0 low;25x22; sun;z4;Utah Lake water tolerant Engineered Systems Associates PBs N.SS 1355 East Center o PBS 2)QvP Pocatello, ID 83201 PBR Prunus x virginiana 'P002S'TM p)Tc'G Gras(3)JC'S 0 S) 0 (4)JC's W$P & (1)TC'G %—X X—X (1)AX'P (S)Q'UP j I O PISP 25 Sucker Punch Chokecherry B&B 2"Cal ELECTRICAL ENGINEER _ low;25x20; sun;z3;Utah Lake water tolerant Payne Engineering X—X—X %—% —X X— (1,AXP (1)Q'UP 1) 'G / 1)P'SP (1)TC'G - X (1)QvP 1 wsP (t) CG X III -1823 East Center (2)AX'P -Pocatello, ID 83201 Quercus macrocarpa 'Urban Pinnacle' o I AUDIOVISUAL ENGINEER � PROPOSE TDTDRE Urban Pinnacle Oak CURB&GUT�RLOCATION QUP 14 B&B 2"Cal ( kiss PSP (2)P'P (2)MS 2'TBER I I' Td3; 55x25;AV 1256; sun;z3;Utah Lake -Spectrum Engineers QUP 324 South State Street,Suite 400 2 TCG water tolerant I -Salt Lake City,UT 84111 1, 'B 1)QVP � I 5 o o Syringa reticulata 'Bailnce' 12)L'P • SR'B 10 Snowdance Tree Lilac B&B 2"Cal vP (1)TC' Td3; 18x20;AV 314; sun;z3 91 1)P ()AfSs IF- (2)P'P (2)M' I 1 g� Tilia cordata Greenspire S(1)M'S (2)PBS (1)AXT • O (2)P'SP �l1) 2`3'BER I • TC'G 18 Greenspire Littleleaf Linden B&B 2"Cal • Ut uto_ 1� Td4;40x35;AV 314; sun;z4;Utah Lake N JIIER 2'-B'BE 2-4 2'3'BER 2'-3'BER water tolerant (1)TC0 2'3'BER '3'BERCIO (2) S 1)SR'B ERM // • / 1 1 1 (1)TC'G 1)T'G (1) IN (1) 'G + w 0 (� _ _ P S — — (4)PB (1) 00 2'T BER PROPOSED FUTURE CURB&GUTTER LOARION PROPOSED FUTURE \ \ CURB&GUTTER LOACTION 1 - - II• _ - ---- - - - _ - 0 a U) 0 EG I Ln It W i 70 N LICENSED LANDSCAPE LTECT 16510 /1 6 JEREMYAINSWORTH STATE OF IDAHO REVISIONS ADDENDUM 1 12/15/25 PROJECT NUMBER 501244524010101 JRW/BA PROJECT# BA 25.008 DATE 02/1312026 0' 25' 50' 100, 200' DESIGN PHASE CONSTRUCTION DRAWINGS SHEET TITLE GRAPHIC SCALE: 1" = 50' DESIGN GROUP DIGLIN LANDSCAPE PLAN TREES ONLY Landscape Architecture OPlanning&Visualization 870 RIVER VIEW DRIVE TWIN FALLS, IDAHO 83301 (208) 320-8624 UTILITY1-800— 42-1CAT NCENTER,INC NORTH 1-800-342-1585 www.bluestakes.org Ll O5 www.pkjdesigngroup.com 1�, ,e�p,RTOti NOTES: 1. MOW STRIP TO BE 4,500 PSI CONCRETE WITH 6% AIR t 1 1/2. y v BEGIN MULCH 2. INSTALL EXPANSION AND CONTROL JOINTS AS PER SPECIFICATIONS. J 3" FROM STEM. 3. PROVIDE POSITIVE DRAINAGE AROUND MOW STRIPS. DO NOT CREATE A DAM C` Q M MULCH TAPER TO 3" EFFECT WITH PLACEMENT OF MOW STRIP. N o DEPTH 4. MAXIMUM 1/2" WIDTH VARIATION. FCT0 I � FINISH GRADE SET TOP OF ROOT BALL 5. FOLLOW LAYOUT PLAN PRECISELY AS SHOWN ON MOW STRIP/EDGING DIMENSION m FINISH 1" ABOVE FINISH GRADE JRW M � GRADE PLAN. 6. RAISE THE LAWN GRADE 1" WHEN SEEDING. I. —III—I �vvv�, ,vv%'v- —III—III —III—III—I I—III—I11= AMENDED  - -I \\ \\\ \ w III—III—III— II—II —I BACKFILL \\�\\\��\>� > \%\\�\\\' �I PLANT PIT WITH ARCHITECT \\\�% ANGLED SIDES CONCRETE MOW Barton Architecture PLLC STRIP 319 N.Kinsle Ave \ m II III—III—I —III—III—I III 6° y - -III-III-I - -III=1 I-III-I li I-III-III-III-III-III BARK OR -Winslow,Az 86047 III—III—III—III— I —III— - I_ I—III—III-111- SOD - STONE MULCH = 11=1 =111=III=III=1I =1 =1 =1 =1 =1 =1 =1 I—III=III=1I =1I =1 =1 UNDISTURBED SOIL ROOT BALL JRW&Associates 11 111=1 =1 =1 =1 I—III—III—I 11-1 -1 -1 I -1 =1 I—III—III—III—III— I_ JYMI — -III—III—III- -I —i _ a a -1152 BondAve.Suite 2 X ROOTBALL PLACEMENT I II II II II II II 1I I I-_II II _1 I I Rexburg, ID 83440 TIGHT BEVELED STRUCTURAL E NGINEE R JOINTS Ridge Structural EngineeringBOU � DB 6 DEPTH OF a AMENDED �� �; GRAVEL TAMPED IN Rex Bond Ave.Suite B T A 4N7� UUA VT VG DETA L SOIL �\ �\% \\ PLACE USING HANDRexburg, ID 83440 TAMPER NOT TO SCALE SCALE PREPARED MECHANICAL ENGINEER SUB—GRADE -Engineered Systems Associates D 0 C E�TE�M�O \ /� / C TRl P 1355 East Center V V J -Pocatello, ID 83201 FLEXIBLE STRAP N0T TO SCALE TREE TIE — 1 (ONE) CON INUOUS ELECTRICAL ENGINEER PIECE -Payne Engineering ROOFING 1823 East Center TREE NOTE: Pocatello, ID 83201 NOTE: STAKES NAIL (2) DO NOT USE ROCK MULCH DO NOT USE ROCK MULCH (2) IN LAWN AREAS. AUDIOVISUAL ENGINEER IN LAWN AREAS. -Spectrum Engineers 324 South State Street,Suite 400 `D DETAIL TREE Salt Lake City,UT 84111 TREE NEW RUBBER HOSES (MULTI—TRUNK) _----- GRASS (SEE PLANTING AROUND TRUNK AT --- LEGEND) SET TOP OF ROOT BALL 2" ---- TRUNK FLARE MUST BE CROTCH ABOVE FINISH GRADE.. 3" MULCH MIN. VISIBLE ABOVE MULCH GUYING CABLE START MULCH 3" FROM STEM. TAPER TO 3"DEPTH. SET TOP OF ROOT BALL START MULCH 3" FROM STEM. WATER RETENTION 2" ABOVE FINISH GRADE TAPER TO 3"DEPTH. TRUNK FLARE 30" LONG 3/4" PVC BERM AMENDED BACKFILL VISIBLE ABOVE MMULCH UST BE FINISH GRADE FINISH GRADE — N DEADMAN—(3) GUYS AT = _ \\ \�\\\%\\ \\%\\��\\%\�\ _ _ _ — — III—III—III= \ _ 70 REMOVE PACKAGING — — \\ � \ \� \\��\\%\ —III—III= EACH TREE MINUMUM _ 11 \\ \�\\�� '\\\�\\ _ _ \� \\� -III — _i _ _ AMENDED BACKFILL MATERIAL AS PER = \\�\\\,— I= 1111 .'++++++++ .'. II III— CV �\\ \\ II _ \ - SPECIFICATIONS 11 II—II \\\�' \\\ \\�' II REMOVE PACKAGING MATERIAL AS \\\�_ \\��\\\ AMENDED BACKFILL \� PER SPECIFICATIONS \\\\\�\\�\\� \\'\\�\\'\\\ _ W . . . . . . . III 0 ROUGHEN SIDES AND \\\\ �\ —'�\ \� 1 \\�\\%\\ =III= \\ III= z o — .'.'.'.'.' .'. EXISTING SUBGRADE M BOTTOM OF HOLE \\ III III= UNDISTURBED SOIL — —I \\\%—III .' `. III z \ —III—III—III —I 1= -1 \�\\ I—III III III —' =1 z PLANT PIT WITH + 00 ROOT BALL I II—III—III II1= �\ ANGLED SIDES AND — '— — — _1 — — =+III= > J 0_ SLOPED BOTTOM II \ I I—III—III—III—III—III—III—III—III- �\ II11 II_=1I1-1I1=1I1=1I1=II1=1II=1II=1I1— > 2 X ROOTBALL PLANT PIT WITH L_ ::) Q ANGLED SIDES AND O O SLOPED BOTTOM 2x ROOTBALL 2 x ROOTBALL U Cn 0 TREE GUYYG Itw MUET LNUT - TRUER TREE AU GRASSESU SET RGOETREE D A T G A D STAR G NOT TO SCALE DOT TO SCALE .— NOT TO SCALE 70 AVERAGE SPREAD AVERAGE SPREAD W _ W = W NOTE: FLEX STRAP TREE TIE — 1 Q Lj DO NOT USE ROCK MULCH CONTINUOUS PIECE / II �'1 > IN LAWN AREAS. �/ �� = \ / / M LICENSEDTREE % _ II i II E� W�— LANDSCAPE STAKES i TE o r' MAXIMUM SPREAD TREE STAKES k it _ /1 6 T DETAIL HOOFING A*- REE ' \ I MINIMUM SPREAD STATEOFIDAHO TRUNK FLARE MUST BE VISIBLE ABOVE MULCH - � DIAMETER REVISIONS SET TOP OF ROOT BALL 2"- = START MULCH 3" FROM STEM.1711 ABOVE FINISH GRADE _ TAPER TO 3"DEPTH. T Y U C /\ L MEASUREMENT F O R ADDENDUM 1 12115/25 AMENDED BACKFILL i`\ FINISH GRADE N 'L 1 U�PR�C�IT T Y P E REMOVE PACKAGING \�\\ \ \�l h' NOT TO SCALE MATERIAL AS PER \\\ \ SPECIFICATIONS \�\ \� \_A \\- „ \\ \. � � %\\ I—III-1 ��� ��t� � soD ROUGHEN SIDES AND III III— \\� PLANT PIT WITH Ld °a BOTTOM OF HOLE \\ III— —III=III Z ANGLED SIDES AND ROOT BALL — III III \ III„III„III 1 SLOPED BOTTOM TIGHT BEVELED —III—III=III UNDISTURBED SOIL \\ � JOINTS 11 I_ II II I; PROJECT NUMBER AMENDED SOIL 501244524010101 DIAMETER JRW/BA PROJECT# SET TREE STAKE 12" INTO 2x ROOTBALL UNDISTURBED SOIL, MOW STRIP, CURB OR BA 25.008 MINIMUM SIDEWALK DATE TYR CAE MEASUREMENT FOR SOD U STDEEAT CN 02113/2026 CO EER U A T G AND STAR G UROSTRATE TYPE U A TS DESIGN PHASE NO SCALE NOT TO SCALE NOT TO SCALE CONSTRUCTION DRAWINGS SHEET TITLE LANDSCAPE DETAILS DESIGN GROUP DIGLIN Landscape Architecture e7 lanning&Visualization — — — — — 870 RIVER VIEW DRIVE UTILITY NOTIFICATION CENTER,INC TWIN FALLS, IDAHO 83301 (208) 320-8624 1-800-342-1585 L501 www.pkjdesigngroup.com www.bluestakes.org ,;a,p,RTOH OEAUDIT PROVIDEDS ARE FOR CONVENIENCE ONLY.IN CASE OF SCHEDULE, CP G SHALL TAKE )IRRIGATION LEGENDPOU N DHEP WI HA WAATER CONSULLTAON,OR A PLANT MAINTENANCE ONPANCY,THE TAT KJ@PKJDES NROUP COM) ... EP-- -- -- -- SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Q /TFCTU�� Hunter PSU-06 Strip Series ES LC Turf Spray, 6in. Pop-Up. Adjustable and Full Circle. 68 30 JRW Drain Check Valve. & ASSOCIATE S i Hunter PSU-06 10 Series A R C H I T E C T S m0 Turf Spray, 6in. Pop-Up. Adjustable and Full Circle. 4 30 ARCHITECT Drain Check Valve. -Barton Architecture PLLC -319 N.Kinsley Ave •� ® ,� Hunter PSU-06 12 Series -Winslow,AZ 86047 21 30 ADJ 360 Turf Spray, 6in. Pop-Up. Adjustable and Full Circle. -JRW&Associates -1152 Bond Ave.Suite A Drain Check Valve. -Rexburg, ID 83440 Hunter PSU-06 17 Series 18 30 STRUCTURAL ENGINEER m 0 Turf Spray, 6in. Pop-Up. Adjustable and Full Circle. -Ridge Structural Engineering �� D� 3.sz -1152 Bond Ave.Suite B I.. Drain Check Valve. D8 2.73 -Rexburg, ID 83440 Xf I EACH VALVE IS TO SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RECEIVE A SHUT OFF MECHANICAL ENGINEER VALVE SEE DETAILS. / b Rain Bird XCZPGA-1 00-PRF 1" -Engineered Systems Associates -1355 East Center b Medium Flow, 3-15 GPM, with tin. PGA valve and tin. 13 -Pocatello,ID 83201 '0 Pressure Regulating RBY filter and 40psi pressure regulator. It is 2 wire compatible residential control zone / .� ELECTRICAL ENGINEER b klt b� Payne Engineering ` 1823 East Center p Rain Bird XFS-09-18 Drip Ring(TREE) 168 Pocatello, ID 83201 EACH VALVE IS TO `•� AUDIOVISUAL ENGINEER RECEIVE ASHUT DPP \\ EACH VALVE IS TO . GPH Irrigation GPST 0.5 GPH -spectrum Engineers VALVE SEE DETAILS. RECEIVEASHUTOFF VALVE SEE DETAILS. `.` Threaded pressure compensating drip emitter with 1/2in. -324 South State Street,Suite 400 14.1 s3 I° sz 7.78 , a rc � -o- ►� # FIPT inlet and Diffuser Cap Outlet in Standard Color. 980 Salt Lake City,UT 84111 I„ 0.5 1.0 2.0 4.0 6.0 8.0 lo.o Brown = 0.5 GPM; Black = 1.0 GPM; Green = 2.0 GPM; 3.9 D4 EACHVALVEI6TD Yellow _4.0 GPM; Tan = 6.0 GPM; Gray = 8.0 GPM; � NN RECEIVE A SHUT OFF Orange - 10.0 GPM. ' V `-------- Lea D13 illSYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PESBR-PRS-D 1-1/2" 1in., 1-1/2in., 2in. Durable Chlorine-Resistant Valves for 2 (N Reclaimed Water Applications. With Scrubber 0 llO Mechanism Technology Purple Flow Control Handle and Pressure Regulator Module. (I MA Iql- Rainn CODRDINAERL CATION Bird PESBR-PRS-D 1 W CONTROLLER LOCATION � ' I ->n WITHOWNERBEFORE INSTALLATION. 1in., 1-1/2in., 2in. Durable Chlorine-Resistant Valves for Z C0 00 Reclaimed Water Applications. With Scrubber 6 - J Mechanism Technology, Purple Flow Control Handle, I �_ and Pressure Regulator Module. > I � z i � �I � � III Rain Bird 44-RC 1" 0 0 Q Ti b � � �� ill 0 1in. Brass Quick-Coupling Valve,with 1 0 (n Q EACH VALVE IS TO 1 I RED IVEA HUT OFF _ -+� ' C I301-OPP ' u Corrosion-Resistant Stainless Steel Spring, Thermoplastic 'O RECEIVE A SHUT OFF VALVE SEE DETAILS. - F VALVE SEE DETAILS. EE DETAILS. ' 30� BERM- , �„ Rubber Cover, and 2-Piece Body. W z.zs D3 ' 11 D2 si I S822.1 r 1' � t" Shut Off Valve 1 M D6 a.2 EACH VALVE Is To - t" RECEIVE A SHUTOFF VALVE SEE DETAILS. ® m' m / EACH V IS Tcd� 2'-3'BERM 2'-3'BERM ' RECEIVER HIUTOFF i � �� VALVES DETAii.sF / I VALVE TO 2�-3� ALVE ISTO 2'-3'BERM 2 e�o BF2 Zurn 975XL 2" 1 14 i �- i IV DETAILS. D9 SF.F.IIF.T'AILS. VALRECVESEEDE Al RECEDll DETA S. � / / Reduced Pressure Backflow device L AILS. VALVE EE DETAILS. ` S1 20.9 D10 3.24 �� r0 1� ill �/ Hydro Point WTPR03-C-24-CWM 5 i D1 '.a3 - Li / - © 18-gauge, powder-coated, cold-rolled steel,wall mount 1 -N-Ta � I I I I - � I ' --------------- "`t a " ------ / enclosure w/ key lock entry. ---- ---------- -----1- --- - - '�_- -------------------------------- ---1------------------------ -- \ - - _ u Accessories 1-- _ - Controller ' S 3.81 DS SS 15.6 1" t" VALVEISTo S6 20.5 S7 29.9 PreCip Sensor t tY" REC A SHUT OFF y \\\� LTJ ---- VALVE TAILS. P C2 ® 11 w-w- - - - _ EEP.G.G. ._. Flomec QS200-15 1-1/2 SHEET—CONFIGURATION - PLACE PR -w-CONFIGURATION ON I . °AGE ANT.FDSE F _ - - FS 1-1/2in. insertion flowmeter, schedule 80 PVC housing. 1 FILTER AND SECURE �- -,v- N TO CONCRETE PAD RESSURE TEST SYSTEM TO VERIFY 80 PSI.IF NOT, - - r pressure 1. 2-wire / D d f CONTACT LANDSCAPE - - - - - - - - 0 5 5 82 gpm range, max operating ating pr e 150p s' ---------- - $a° connector w LE indicators or power and pulse. LICENSED ARCHITECT ORINSTALL as: ,•VE. . as: a�:: a„:: a�s: .��uas: .��u a,.,, Storage temps -20 F to +160 F. PRESSURE REDUCING L a,=� 0 POC2 ffECT Point of Connection 2„ 1 16510 Irrigation Lateral Line: PVC Schedule 40 1" 5,1671f /1 26 Irrigation Lateral Line: PVC Schedule 40 1 1/2" 304.21f JEREWAINSWOR1H STATEOFIDW Irrigation Lateral Line: Polyethylene Pipe SDR-7 1/2" 4,8921f Irrigation Mainline: PVC Schedule 40 2,7051f REVISIONS -- Pipe Sleeve: PVC Class 200 SDR 21 607.1 if Valve Callout ADDENDUM 1 12115/25 (NOTE:PRESSURE TEST SYSTEM TO Valve Number P.O.C. CONFI ,URATION VERIFY NOT,O� Valve Flow ALL PRESSURE REDUCING VALVE.) #" Valve Size STOP & WASTE. SEE CIVIL DRAWINGS FILTER ASSEMBLY MASTER VALVE/FLOW PROJECT NUMBER I'OC SENSOR COMBO 501244524010101 F Dv/ D JRW/BA PROJECT# BA 25.008 DRAIN VALVES ON BOTH SIDES OF HYDROMETER DATE C ISOLATION VALVE - 0 211 3/2 0 2 6 QUICK COUPLER FOR BLOW OUT DESIGN PHASE 0' 20' 40' 80' 160' CONSTRUCTION DRAWINGS SHEET TITLE GRAPHIC SCALE: 1" = 40' DESIGN GROUP L=&cw,Vc)utectureO Planning&V sualization BLUE STAKES OF UTAH IRRIGATION OVERALL 3450 N. TRIUMPH BLVD. SUITE 102 811 UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 LEHI, UTAH 84043 (801) 995-2217 www.bluestakes.org www.pkjdesigngroup.com NORTH 1100 UANTITIES SE WING NEED TT IODISCREPANCY, DTPJTAKE P ) p,R T pH'�IRRIGATION LEGEND F YOU HELP WITH A ARE AUDIT PROVIDED FOR OR A PLANT MAINTENANCE SCHEDULE,CONTACT PKJ@KDE NROU COS ---- COORDINATE IRRIGATION CONTROLLER LOCATION SYMBOL MAN UFACTURERIMODEL/DESCRIPTION QTY PSI ? Y A A A A A Hunter PSU-06 Strip Series 68 30 y�TF C T U R� WITH FM BEFORE ES LCS RCS Cs SS Turf Spray, 6in. Pop-Up. Adjustable and Full Circle. INSTALLATION Drain Check Valve. J R W U ° Hunter PSU-06 10 Series & ASSOCIATES D 360 Turf Spray, 6in. Pop-Up. Adjustable and Full Circle. 4 30 ARCH I T E C T S _ Drain Check Valve. ARCHITECT w�- - -Barton Architecture PLLC Hunter PSU-06 12 Series -319 N.Kinsley Ave 21 30 ADJ 360 Turf Spray, 6in. Pop-Up. Adjustable and Full Circle. -window,AZ 86047 -JRW&Associates 4" T� Drain Check Valve. 1152 Bond Ave.Suite A .� m O Hunter PSU-06 17 Series 18 30 -Rexburg, ID 83440 ADJ 360 Turf Spray, bin. Pop-Up. Adjustable and Full Circle. STRUCTURAL ENGINEER Drain Check Valve. -Ridge Structural Engineering -1152 Bond Ave.Suite B SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY -Rexburg, ID 83440 Rain Bird XCZPGA-1 00-PRF 1" MECHANICAL ENGINEER %l Medium Flow, 3-15 GPM with tin. PGA valve and tin. -Engineered Systems Associates 13 -1355 East Center Pressure Regulating RBY filter and 40 psi pressure o _ " I $� g P P Pocatello ID 83201 A. �► - - - - regulator. I i 2 it 1 residential control z n�--� � �-�- � ��� !� I regula o . t 's wire compatibleo e _ ®gym � =- p tELECTRICAL ENGINEER _-. _._ Payne EngineeringRain Bird XFS-09-18 Drip Ring(TREE) 168 0 m1823 East Center Pocatello, ID 83201 a � s m '! GPH Irrigation GPST 0.5 GPH AUDIOVISUAL ENGINEER Threaded pressure compensating drip emitter with 1/2in. Spectrum Engineers -b- a rc -o- -o- FIPT inlet and Diffuser Cap Outlet in Standard Color. 980 324 South State Street,Suite 400 2" MAINLINE ROUTING ,CONTROLLER AND P.O.C. LOCATION OVERVIEW4.0 o.s 1.0 2.0 6.0 8.01o.o Brown = 0.5 GPM; Black = 1.0 GPM; Green = 2.0 GPM; Salt Lake City,UT 84111 Yellow = 4.0 GPM; Tan = 6.0 GPM; Gray = 8.0 GPM; Orange = 10.0 GPM. WATERINGSCHEDULE COONTRACTOR IS RESPONSIBLE BLE FOR ADJUSTIUIRE MORE NG THE WATERCHEDULE DG DURING THE URIRING THIS NT PERIOD) SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Regular Irrigation Schedule:Begin Spring Watering May 15(Turf irrigation event once every 5-7 days;Shrubs 2-4 times/month) Hi/Low Water Use Zones TYPE IR HEAD AMT.H2O SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Rain Bird PESBR-PRS-D 1-1/2" Hi Water Use TURF MP ROTATOR .5 INCH 60 MIN. Participate in a water check to determine Medium to Low Water Use SHRUBS DRIP 2 GAL/HR. 2 HOURS precipitation rate of sprinkler system. 11n., 1-1/2in., 2in. Durable Chlorine-Resistant Valves for Xeric Water Use SHRUBS DRIP No Water � 2 VV Note: Begin irrigation 4:00 am.Use cycle and soak method in clay soils-divide into 3 waterings for each turf irrigation event. Reclaimed Water Applications. With Scrubber CV Do not overwater shrubs,allow to dry between waterings especially in clay soils.Watch for water stress.Days of watering may vary based on local restrictions Mechanism Technology, Purple Flow Control Handle, Regular Irrigation Schedule:Begin Summer Watering June 15(Turf irrigation event once every 2-3 days;Shrubs 1 time/week) and Pressure Regulator Module. Hi/Low Water Use Zones TYPE IR HEAD AMT.H2O SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Hi Water Use TURF MP ROTATOR ,5 INCH 60 MIN. 60 MIN. 60 MIN. Participate in a water check to determine CIO Medium to Low Water Use SHRUBS DRIP 2 GALIHR. 2 HOURS precipitation rate of sprinkler system. Rain Bird PESBR—PRS—D 1" Xeric Water Use SHRUBS DRIP 2GAL/HR. 1 HOUR 1in., 1-1/2in., 2in. Durable Chlorine-Resistant Valves for Note: Begin irrigation 4:00 am.Use cycle and soak method in clay soils-divide into 3 waterings for each turf irrigation event. �j 7 Do not overwater shrubs,allow to dry between waterings especially in clay soils.Watch for water stress.Days of watering may vary based on local restrictions Reclaimed Water Applications. With Scrubber Reference Utah DNR weekly watering guide:https://conservewater.utah.gov/weekly-lawn-watering-guide00 Mechanism Technology, Purple Flow Control Handle, \ J Q Regular Irrigation Schedule:Begin Fall Watering September 1-End Fall Watering October 15(Turf irrigation event once every 5-7 days;Shrubs 2-4 time/month) and Pressure Regulator Module. Hi/Low Water Use Zones TYPE IR HEAD AMT.H2O SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Hi Water Use TURF MP ROTATOR ,5 INCH 60 MIN. I I IParticipate in a water check to determine >1 7'� Medium to Low Water Use SHRUBS DRIP 2 GAL/HR. 2 HOURS precipitation rate of sprinkler system. Rain Bird 44—RC 1" D L Xeric Water Use SHRUBS DRIP No Water 0 Q Note: Begin irrigation 4:00 am.Use cycle and soak method in clay soils-divide into 3 waterings for each turf irrig �/) ation event. 1in. Brass Quick-Coupling Valve,with 1 �� O Do not overwater shrubs,allow to dry between waterings especially in clay soils.Watch for water stress.Days of watering may vary based on local restrictions Corrosion-Resistant Stainless Steel Spring,Thermoplastic U V Q Rubber Cover, and 2-Piece Body. \ LO 0� Shut Off Valve 1 / W � M � BF2 Zurn 975XL 2" 1 Reduced Pressure Backflow device C Hydro Point WTPR03-C-24-CWM 1 18-gauge, powder-coated, cold-rolled steel,wall mount enclosure w/ key-lock entry. Controller Accessories 1 Precip Sensor Flomec QS200-15 1-1/2" O 1-1/2in. insertion flowmeter, schedule 80 PVC housing. FS 0.55-82 gpm range, max. operating pressure 150psi. 2-wire 1 connector w/ LED indicators for power and pulse. Storage temps -20 F to +160 F. LICENSED P�2 WUKAPE Point of Connection 2" 1 16510 Irrigation Lateral Line: PVC Schedule 40 1" 5,1671f Irrigation Lateral Line: PVC Schedule 40 1 1/2" 304.21f /1 26 JEREWAINSACIMH Irrigation Lateral Line: Polyethylene Pipe SDR-7 1/2" 4,8921f STATEOFI[AW Irrigation Mainline: PVC Schedule 40 2,7051f REVISIONS --- Pipe Sleeve: PVC Class 200 SDR 21 607.1 if Valve Callout Valve Number ADDENDUM 1 12115125 # Valve Flow $" Valve Size PROJECT NUMBER 501244524010101 JRW/BA PROJECT# BA 25.008 DATE 02113/2026 0' 50' 100, 200' 400' DESIGN PHASE CONSTRUCTION DRAWINGS GRAPHIC SCALE: 1" = 100' SHEET TITLE DESIGN GROUP 811 BLUE STAKES OF UTAH IRRIGATION PLAN Landscape Arclntech>Ire QPlanning&Voua1lzatiOII UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 3450 N. TRIUMPH BLVD. SUITE 102 www.bluestakes.org LEHI, UTAH 84043 (801) 995-2217 NORTH www.pkjdesigngroup.com 1101 110 � ♦ 0p'RTON SHEET , i ♦♦ SHEET _ 1104 ♦♦ _ ._.d♦ 1104 o m D --- --- -- / ♦ w M ---- / ♦ � y� Q ♦♦♦ TFCTUR� f.X _--XXJRW _�Ct_ --)a- -XX--KX ♦♦ & ASSOCIATES -3Ct ♦♦ RC H I T E C T S ♦ ARCHITECT / -Barton Architecture PLLC EACH VALVE IS TO ♦♦ 319 N.Kinsley Ave RECEIVE A SHUT OFF— -Winslow,AZ 86047 VALVE SEE DETAILS. EACH VALVE IS TO ♦♦ rc RECEIVE A SHUT OFF I ♦ -JRW&Associates VALVE SEE DETAILS. ♦ 1152 Bond Ave.Suite A / 14.1 S3 I i S2 7.78 ♦♦ Rexburg, ID 83440 / 1" 1" ♦♦ STRUCTURAL ENGINEER / y° ♦ Ridge Structural Engineering / ♦ 1152 Bond Ave.Suite B ♦ Rexburg, ID 83440 I I ` ♦♦ V 3.9 D4 I I ♦ MECHANICAL ENGINEER \_ 1" I — r ♦♦ Engineered Systems Associates �V` pnter ♦♦ Pocatello,t De 83201 o- —�-XX- — — — — - ELECTRICAL ENGINEER Payne Engineering / I 1823 East Center / i I Pocatello, ID 83201 nzxx/ I I AUDIOVISUAL ENGINEER Spectrum Engineers / I I 324 South State Street,Suite 400 / I I Salt Lake City,LIT 84111 / I I / I I / ` I XX_ XX - - - --XX XX_ / I —c COORDINATE IRRIGATION I v LL CONTROLLER LOCATION / I WITH OWNER BEFORE I � I INSTALLATION._XXI � w N / I I Nt CD 0 Q0 z 00 / I. /> / 1 Z / 1 0 O Q U Cn 0 t LO (]� It w i � �x EACH VALVE IS TO EACH VALVE IS TO / I I RECEIVE A SHUT OFF I I EACH VALVE IS TO 70 RECEIVE A SHUT OFF �„ VALVE SEE DETAILS. I C �A SHUT OFF VALVE SEE DETAILS. I VIE SEE DETAILS. LO/ 2.28 D3L '�` ' ` rc'�`'�� D2\2.21 D 6 4.2 / EACH VALVE IS TO n / 1 VALVE SEE DETRECEIVE A AILS. I m m m m' 2' o� own I I XX EACH VALVE IS TO EA 2'-3' BERMS 2'-3' BERM I VAVE IS TO RECEIVE A SHUT OFF / A 20.5 S4 I I RE I\ 17 ���qlVELA SHUT OFF §f_bPVVAI E E SEE DETAILS. 1 D 9 3.47 i / I'" S 1 20.9 1 umsm / y vuUsCAPE 11. / �--XX I ( 16510 XX_yyXX_qO—I � T1 TI D 1 7.43 I 1 o� I I ---' : (1 26 - - - - - - - - - - - - - - - - - - - - - - - — ,I I --- oc � c �C oc JEWM SIATENI[AliO - - Q- - - • - - - - - - - - - - - - - - — — — — — — — — — - - - - - - - I XX_tXEI STATEOFID4H0 A�� k — — — — — — — —I +X-i la ),L xx-4)a] X)kx XX XX - — — — — — — — — — — — — — — — — — — — — - - — — — _— — - — — _ REVISIONS - - - - — ___— __ ___ - - ,y�„ - - - - - - - - - - - - — — — - _ _ - - -_ _ �� � I �Y" y„ 2'-3'6EIR 3.81 D5 S5 \15.6 I ADDENDUM 1 12/15/25 S6 20.8 S7 29.9 Cn 1" 1" EACH VALVE IS TO i �2„ Y21 RECEIVE A SHUT OFF P C2 7 0 m -w w w w w , - "I - w w w VALVE TAILS. � SEE P.O.C. w w w PLACE PROTECTIVE CONFIGURATION ON -_VV- - _— - - CAGE ON TOP OF SHEET IR-100. `� FILTER AND SECURE TO CONCRETE PAD RESSURE TEST SYSTEM TO s^ss s^ss s^ss VERIFY 80 PSI. IF NOT, s^ss s"ss s"ss s"ss s"ss s"ss s"ss s^ss— —s,.ssl CONTACT LANDSCAPE —s ss s ss s ss PROJECT NUMBER ARCHITECT OR INSTALL PRESSURE REDUCING VALVE. 501244524010101�0 EG EG� ❑ � 0 JRW/BA BA 25.008 JECT# DATE 02/13/2026 DESIGN PHASE CONSTRUCTION DRAWINGS DESIGN GROUP SHEET TITLE Landscape Ar6bitzhuer Planning&Visuahm ion 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 995-2217 IRRIGATION PLAN 0' 10, 20' 40' 8 11 BLUE STAKES OF UTAH 8 UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 1102 GRAPHIC SCALE: 1" = 20' www.bluestakes.org NORTH `♦ p.R TON I ♦` `° ` s :.d - - ---- ; I c� 1 �`♦ y TFCTU�� wN JRW _ �♦ & ASSOCIATES ♦♦ , RC H I T E C T S ARCHITECT Barton Architecture PLLC -319 N.Kinsley Ave -Winslow,AZ 86047 EACH VALVE IS TO -JRW&Associates RECEIVE A SHUT OFF ♦ RexbuBrgn D 83440 Suito A VALVE SEE DETAILS. \ STRUCTURAL ENGINEER S2 \7.78 ♦♦` Ridge Structural Engineering 1�� ♦ 1152 Bond Ave.Suite B ♦ I -Rexburg, ID 83440 I I � ♦♦ MECHANICAL ENGINEER -Engineered Systems Associates 7— ;LXX 1355 nter ♦ EACH VALVE IS TO Pocatello,t De 83201 ♦ RECEIVE A SHUT OFF ♦ — — — — — 1.94 D13 VALVE SEE DETAILS. ELECTRICAL ENGINEER � - - - - D12 4.73 o- - -- - - - - - - - - - - - - - - - 1�� �� Payne Engineering 1 EB — — — — -1823 East Center - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - EB T Pocatello, ID 83201 XX_ — AUDIOVISUAL ENGINEER nz-XX ��c r c I III Spectrum Engineers 324 South State Street,Suite 400 o -�__XX 3 Salt Lake City,LIT 84111 —XX �I I I 'DC-- I `I XDE- )a— A II XD1_ i 2'-3' BERM ,D[_ N 0 �� � 70 I � I I I 3 I I UJI Nt I (D 0 C-0 I j � z 0�0 I J Z 1 � p Q t — `� U c) 0 ' I Lp 0� I It w 67 o i � CY) � �.. .. 70 EACH VALVE IS TO I RECEIVE A SHUT OFF Q VALVE SEE DETAILS. 2-3 BERM D2 2.21 57 ; S8 22.1 1 EACH VALVE IS TO EACH VALVE IS TO RECEIVE A SHUT OFF EACH VALVE IS TO RECEIVE A SHUT OFF EACH VALVE IS TO 2'-3'RECEALVE IS TO 2'-3' BERM VALVES DETAILS. RECEIVE A SHUT OFF VALVE AILS. RECEIVE A SHUT OFF VALVE A SHUT OFF �� tit=KNr VALVE SEE DETAILS. VALVE EE DETAILS. � — 1 r VALVE SEE DETAILS. / L�VSED Ti i T I /D9\3.47 D10 3.24 D11 4.16 S 1 20.9 1 T )�c �x -4"11E`l. � 1f xx� X�' XXX-X9__a_-___XX 1 1 / IIECT �{ 16510 D 1 7.43 1 — 0 3 JOTWAINSWOR}i � � � I � srArEOFIIaarD T-- I C ^^ L i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / 3 REVISIONS ' 'x" � ! � — — - - - — — _ _ _ X ADDENDUM 1 12115125 S6 20.8 .S7 299 I / � I 3 1�Zn 1�Zn ro P C2 SEE P.O.C. I I P CE PROTECTIVE CONFIGURATION ON = 3 w w w w w w-- �� w www C E ON TOP OF SHEET IR-100. - vv w— w w ww ww w w w w w w w w FI ER AND SECURE w—w—w—`"—"—w—w—W—w I w T CONCRETE PAD RESSURE TEST SYSTEM TO VERIFY 80 PSI. IF NOT, - - _ - - - _ _ _ PROJECT NUMBER CONTACT LANDSCAPE �— ARCHITECT OR INSTALL 8 SS B.,SS 501244524010101 8"SS 8"SS 8°SS 8„SS - - - - - - - - - - Uj IN JRW/BA PROJECT# - B,.SS 8„SS 8„SS 8„ss 8.ss J PRESSURE REDUCING VALVE. s"ss BA 25.008 I..Ij c) _ (n DATE 02/13/2026 ji DESIGN PHASE CONSTRUCTION DRAWINGS RESIGN GROUP SHEET TITLE LmbcVe Ar6bitelAm o Planning&NImi aUmflon 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 995-2217 IRRIGATION PLAN 0' 10, 20' 40' 80' BLUE STAKES OF UTAH 811 UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 1103 GRAPHIC SCALE: 1" = 20' www.bluestakes.org NORTH �p,RTON O -- ------, v Q y/TFCTUR� JRW & ASSOCIATES , RC H I T E C T S ARCHITECT Barton Architecture PLLC 319 N.Kinsley Ave -Winslow,AZ 86047 JRW&Associates 1152 Bond Ave.Suite A Rexburg, ID 83440 STRUCTURAL ENGINEER Ridge Structural Engineering 1152 Bond Ave.Suite B Rexburg, ID 83440 MECHANICAL ENGINEER Engineered Systems Associates 1355 East Center Pocatello, ID 83201 ELECTRICAL ENGINEER Payne Engineering 1823 East Center Pocatello, ID 83201 AUDIOVISUAL ENGINEER Spectrum Engineers 324 South State Street,Suite 400 Salt Lake City,LIT 84111 N 0 7 N W Nt 0 C-0 0 Z 00 J 0 Z 0 O Q U_ Cn 0 W cy) � .0 ♦ 01/ UCENSED vuN� �{ ` 16510 (1 26 }x JER-WAINswoRTH STATEOFIDW / �� /D7\3.52 ♦ I �� REVISIONS /D8\2.73 1" ADDENDUM 1 12115/25 — X ` EACH VALVE IS TO �x ♦ � � ` RECEIVE A SHUT OFF / VALVE SEE DETAILS. SHEET \ `o PROJECT NUMBER SHEET 1102 501244524010101 1102 / \ ` ♦ �� / JRW/BA PROJECT# / BA 25.008 / - 0 ♦`` DATE III _\ `� 02/13/2026 DESIGN PHASE CONSTRUCTION DRAWINGS RESIGN GROUP SHEET TITLE Landscape Ar6bitzhue o Planning&Visuahnflon 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 995-2217 IRRIGATION PLAN 0' 10, 20' 40' 80' BLUE STAKES OF UTAH 811 UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 1104 GRAPHIC SCALE: 1" = 20' www.bluestakes.org NORTH ,;a,p,RTOH SUCTION—SCANNER NOZZLES ADI—P CONTROLLER U 10 ROUND VALVE BOX WITH - Q � R LOCKING LID FINE SCREEN INTEGRAL ANTI VACUUM OTWO-WIRE CONTROLLER: 1 2" SQUARE OPERATING NUT. FC T U RAIN BIRD ESP-LXIVM/PRO IN LXMM METAL CABINET COARSE SCREEN FLUSH VALVE WALL WITH OUTSIDE WALL MOUNT.INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S o RESILIENT WEDGE GATE VALVE. JRW RECOMMENDATIONS. SUCTION—SCANNER SHAFT (SEE IRRIGATION LEGEND FOR & ASSOCIATE S O JUNCTION BOX MAKE AND MODEL). A R C H I T E C T S HYDRAULIC TURBINE ARCHITECT O1-INCH CONDUIT AND FITTINGS FOR POWER SUPPLY WIRE FINISHED GRADE. -Barton Architecture PLLC ® Kinsley Ave 2-INCH CONDUIT AND FITTINGS FOR TWO-WIRE CABLE -Winslow,AZ 8 047 OMAXICABLE TWO-WIRE PATH TO FIELD DEVICES,USE A -JRW&Associates DIFFERENT CABLE JACKET COLOR FOR EACH PATH. -1152 Bond Ave.Suite A 0 1-INCH CONDUIT AND FITTINGS FOR GROUND WIRE. ��I A \I 3-INCH MINIMUM DEPTH OF -Rexburg, ID 83440 O ONLY FOR OUTDOOR INSTALLATIONS. �a = 3/4-INCH WASHED GRAVEL STRUCTURAL ENGINEER 3/8" STEEL TIES. -Ridge Structural Engineering NOTES: � IIA RII -1152 Bond Ave.Suite B 1.ESP-LXIVM CONTROLLER IS AVAILABLE IN TWO -Rexburg, ID 83440 MODELS.THE LXIVM WITH 60 STATIONS AND THE - IRRIGATION MAINLINE. a LMIVM-PRO WITH 240 STATIONS.REFER TO THE CHART BELOW FOR DIFFERENCES BETWEEN THE 12" X 12"X 8" CONCRETE MECHANICAL ENGINEER TWO MODELS. INLET ANCHOR. Engineered Systems Associates 2.USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 9 Y PVC CONDUIT FOR BELOW GRADE CONDITIONS. -1355 East Center m m 3.PROVIDE PROPER GROUNDING COMPONENTS TO -Pocatello,ID 83201 ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. FILTER OUTLET EXISTING SOIL. IF CONTROLLER IS MOUNTED INDOORS,USE POWER 2 4 SUPPLY GROUND. ELECTRICAL ENGINEER o m Payne Engineering 1823 East Center J IN / OUT GRAVEL CO CRETE SLAB Pocatello, ID 83201 o o I � 3 J� CONCRETE SLAB 4 X 2 FT. FILTER FABRIC 6 UTO FLUS o AUDIO/VISUAL ENGINEER KEY SPECIFICATIONS o 4-6 IN. PVC PIPE NOTES: 1. INSTALL GATE VALVE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. Spectrum Engineers z U) oO o 0 2. VALVE BOX SHALL BE WRAPPED WITH MINIMUM 3 MIL.THICK PLASTIC AND SECURE IT TO 324 South State Street,Suite 400 O — oO o o GRAVEL Salt Lake City,UT 84111 DRAT PIPE v, O VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE. FEATURE' cn I= CO CO ,Q w W z ,00 oO o 0 oO o EXISTING WELL 3. VALVE BOX SHALL BE LOCATED IN PLANTING AREA. c1 c Of J Q 00 00 0 0 0� DRAINED SOIL ° z , w W GATE VALVE AND ANCHOR DETAIL IX O W U) _ �PKJ DESIGN GROUP MODEL H (n 0 ~ o 0 0 0 NOT TO SCALE (n Q ~ a ° w �� o 0 0 0 0 - o 0 0 0 0 10" ROUND VALVE BOX ESP-LXIVM/PRO TWO-WIRE CONTROLLER LX-IVM 1060 8 5 5 4 FINISH IN METAL CABINET GRADE N A %PKJ DESIGN GROUP LX-IVM PRO 40 240 16110110 8 2' AMIAD MINI SIGMA ANGLE/FLUSH 2" PVC SCH.40 PIPE 0 NOT TO SCALE B 10�//� L.f_ NOT TO SCALE - C6 W CV Q) 0 C� Z cY) BALL VALE MAINLINE J 00 24 MIN. PAVEMENT. HU 18" PAVEMENT 18" FINISHED GRADE. >U O U O O 0 — 0 z 10 10 01 ) 00000000 — 3/4" ELBOW O Q SLEEVE H a >D0000000' EXTEND ALL SLEEVING Z LARGE ENOUGH TO DRAIN LO 18 MIN.BEYOND EDGE PAVING SURFACE � W — GRAVEL RE SHALL BE OF 'HARD SURFACE AREAS >O O O O O O SYSTEM W � � oz o00000oo C Z Z NOTES: ) /0\ /0\ /0\ /O'- M- .� G 14 Z 1. ALL FITTINGS TO BE SCH. 80 PVC Z 2. PROVIDE OWNER WITH KEY L_ = Z MANUAL DRAIN DETAIL F "IPKJ DESIGN GROUP — � NON-PRESSURIZED LINE (LATERAL LINE). NOT TO SCALE NO MATERIAL OR ROCK © FINISH GRADE ALL SLEEVES SHALL BE 2" LARGER THAN 1/4" SHALL BE LARGER THAN PIPE PLACED AROUND SLEEVE. DIRECT BURIAL LOW VOLTAGE O COVER SHEET FOR SIZE RAIN BIRD FS SERIES FLOW SENSOR(S). SEE CONTROL WIRES. DETECTABLE LOCATOR TAPE. O NORMALLY CLOSED MASTER VALVE(S) TYPICAL SLEEVING DETAIL 36-INCH LENGTH OF COILED WIRE TO ® 36-INCH LENGTH OF COILED MAXI-CABLE TO D NOT TO SCALE %PKJ DESIGN GROUP NOTES: PRESSURIZED LINE (MAINLINE). O SATELLITE CONTROLLER SPARE STATION FLOW SENSING um sm 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZE AND TYPE. L*USGAPE 2. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCH. 40 PVC ELECTRICAL CONDUIT IF REQUIRED. O 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED ITEC7 „ 3. 2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN SCH. 40 PVC ELECTRICAL CONDUIT. GRAVEL O PVC PIPE UNION 16510 10 ROUND VALVE BOX WITH LOCKING LID. 4. DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6")ABOVE THE ENTIRE MAINLINE RUN. FINISHED GRADE. PAVEMENT. 1 O BRASS BALL VALVE E �► IRRIGATION TRENCHING DETAIL %PKj DESIGN GROUP 5 VALVE BOX WITH COVER-RAINBIRD JUMBO ZEWAINSAORTH NOT TO SCALE O BOX STATEOFIDAHO � a a a 10" ROUND VALVE BOX 6 QUICK COUPLER VALVE. (SEE IRRIGATION WITH LOCKING LID. 6 REVISIONS LEGEND FOR MAKE AND MODEL NUMBER). CAP 4 SCH. 80 PVC NIPPLE. FINISH GRADE I I- SUBGRADE 5 5 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 20 ADDENDUM 1 12115125 7 nO ,O 4 SCH. 80 PVC SWING JOINT. NOTES: 2 PVC SCH.40 PIPE -r 8 1. ALL FITTINGS TO BE CUT TO FIT STAINLESS STEEL MAINLINE. (SEE IRRIGATION PLANS FOR SIZING). SCH. 80 PVC BRASS STOP AND 9 10 SCREW CLAMP. 2. PROVIDE OWNER WITH WASTE VALVE #6 X 48"REBAR. SCH. 80 PVC TEE OR ELBOW. KEG, � PVC MAINLINE TO BACK-FLOW PREVENTER NOTES: LJ°O Oo 0 0°° °O o o ° FLOW— COPPER o00 0 0°° pO o 0 0 00 PROJECT NUMBER 1. ALL THREADED CONNECTIONS SHALL BE INSTALLED USING TEFLON TAPE. COPPER MAINLINE PVC 90 DEG. ELBOW °o0°O�°°Oo 00°0 0°o °0 0 000 00° —� °00°�° Oo 00° O°0000 0 00 0000 2. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USING BRASS COMPRESSION TEE BRASS NIPPLE TYP. (6"MIN.) 5X DIAMETER 501244524010101 DUCT TAPE OR ELECTRICAL TAPE. TO MATCH MAINLINE SIZE OF PIPE 5X DIAMETER JRW/BA PROJECT# 3. ALL QUICK COUPLERS SHALL BE INSTALLED A MINIMUM OF 18 OFF OF THE MAINLINE. 3 OF PIPE 4. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS. BA 25.008 MASTER VALVE AND FLOW SENSOR DETAIL DATE G � QUICK COUPLER DETAIL �PKJDESIGNGRDUP � STOP AND WASTE VALVE ASSEMBLY DETAIL %PIg DESIGN GROUP I bPICJ DESIGN GROUP 0211312026 NOT TO SCALE H NOT TO SCALE NOT TO SCALE DESIGN PHASE CONSTRUCTION DRAWINGS SHEET TITLE 811 BLUE STAKES OF UTAH IRRIGATION DETAILS UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 DESIGN GROUP www.bluestakes.org LandseveAwhiteam/Planning&Visualization NORTH 3450 N. TRIUMPH BLVD. SUITE 102 1501 LEHI, UTAH 84043 (801) 995-2217 �p.RTO� NOTES: 1. LIMIT 1 VALVE PER BOX. 2. 10" MIN. LATERAL LINE DEPTH AT VALVE BOX, 12" MIN. LATERAL LINE DEPTH EVERYWHERE ELSE. D D 3. PROVIDE MIN. 2" CLEARANCE BETWEEN CONDUIT AND CMU BLOCK. 1J � O ------------- --- DECODER — FASTEN TO BOX 24" MAX. 'SST �Q WITH BRACKET (PVC MANIFOLD LINE FOR VALVE 12" MIN. FCTO'� VALVE ID TAG CLUSTERS) — SCH. 40 PVC AUTOMATIC VALVE WATERPROOF WIRE CONNECTORS PVC SCH. 80 'ACTION' PVC SCH. 80 TEE OR JRW & ASSOCIATE S UNION (BOTH SIDES) w ELBOW TYP. R C H I T E C T S CONTROL WIRE. ALLOW z INSIDE OF VALVE BOX LATERAL PIPE 30" SLACK BETWEEN IJ NOTES: ARCHITECT CONDUIT AND DECODERI I 111 1. VALVE BOX TO REST ON (4) CMU Barton Architecture PLLC AND BETWEEN DECODE -III—III �z 319 N.Kinsley Ave 3 BLOCKS (ONE FOR EACH SIDE). w w AND VALVE. PVC SCH E . 80 SS - 2. CLUSTERED VALVE BOXES MAY Q• 0 w -Winslow,AZ 86047 LANDSCAPE MIN. COUPLER (BOTH SIDES) SHARE A CMU BLOCK. z U�o JRW&Associates SURFACING J z 1152 Bond Ave.Suite A PVC SCH. 80 SS Q c� FINISH GRADE ELBOW (OR SSS TEE) LATERAL PIPE olz Rexburg, ID 83440 VALVE BOX 12" DEE > STRUCTURAL ENGINEER STANDARD <1D Q' AUTOMATIC VALVE SCH. 40 PVC 1152 Structural Engineering -1152 Bond Ave.Suite B LATERAL PIPE 6 Li q G MAINLIES Rexburg, ID 83440 CLEARANCE EQ. I BELOW NMANIFOLD ULINE B L50 L50 BETWEEN L50 CMU GRAVEL SCH. 80 TRANSITION MECHANICAL ENGINEER AND STANDARD VALVE LINE SIZE BALL VALVE Engineered Systems Associates WEED BARRIER VALVE BOX NOTES: INSTALLED ON 1355 East Center FABRIC 1. CENTER VALVE IN BOX. MANIFOLDS SUPPLYING Pocatello, ID 83201 2. WIRING NOT SHOWN. INSTALL AS DRIP ZONES. 5" MIN. DEPTH OF 3/4-INC 6" CMU PER CONVENTIONAL OR TWO-WIRE (rc -_ xx16") AUTOMATIC VALVE SECTIONS. I WASHED GRAVEL (68" SCH. 80 NIPPLES (BOTH ELECTRICAL ENGINEER _COIL 36" OF EXTRA WIRE AT SCH. 80 PVC CUT TO FIT SIDES) Payne Engineering SIDE OF BOX. PVC SCH. 80 SSS TEE SCH. 80 TEE, NIPPLE, & 1823 East Center PVC SCH. 40 MAIN ELL Pocatello, ID 83201 GROUND AS PER MANUFACTURER'S TWO-WIRE IN GREY CONDUIT W/ SWEEP. RECOMMENDATION SEAL CONDUIT ENDS WITH WATERPROOF FOAM 6' MIN Spec N. TO 0/VISUAL ENGINEER -Spectrum Engineers A U I O U A I C VALVE W I I I Q Q � Q Q Q Q � VALVE TOP OF BOX -324 South State Street,Suite 400 Salt Lake City,UT 84111 T�/1/0 W�11E SYSTEM CU U 0 SLED ER T ASSEMBLY ANO SCALE 3 NO SCALE � NO SCALE USE AT VALVE CLUSTERS LANDSCAPE SURFACING FINISH GRADE NOTE: 1" VALVE COUPLER KEY BRASS SWIVEL HOSE ELL DRAIN INTO CENTER OF GRAVEL SUMP VALVE COVER III—III 10" DIA. ROUND VALVE LANDSCAPE (V �Q III —III- BOX IN SHRUB AND MAIN LINE SURFACING SCH 80 PVC —III III LAWN AREAS FINISH GRADE FITTING Q III �- L_ 1 -III III I—III III II '_ 2" CLASS 200 PVC SCH. 80 TEE IN MAIN co W CV SCH 40 PVC _ SLEEVE LINE >1 0 TWO-PIECE BODY DESIGN IQI IQI Q i MAIN 0 SCH. 80 TEE IN MAIN LINE FILTER FABRIC TO z QUICK COUPLING VALVE ,III- SURROUND GRAVEL _ J M GALVANIZED - 4" LENGTH - T MAIN LINE BUT STILL ALLOW 3/4 SCH. 80 / " 10" ROUND THREADED NIPPLE 9 3 4 ELL VALVE BOX, ACCESS TO MANUAL = _ DRAIN GALVANIZED WITH �� GALVANIZED � EXTENSIONS 18 � z 3/4" STREET ELL 3/4" STREET ELL 2" LENGTH 3/4" Q Q GRAVEL (EXTEND UNDER N PPLEO THREADED V U) 0 BRICKS) SCH 40 3/4" MARLEX 3/4" PVC ELL (ST) 2" LENGTH 3/4" SCH. It LJJ PVC MAIN Q GALVANIZED STREET ELL _ 80 THREADED NIPPLE CY) 2 45° 3/4" ELL III II (2) 3/4" GALVANIZED 4" LENGTH - —III77 2" CLASS 200 PVC SCH 80 STEEL NIPPLES. LENGTH 3/4" SCH. 80 _ IQI -IQI IQI- SLEEVE __ PVC FITTING AS NEEDED THREADED III—III— —III—� 3/4" PVC ELL (ST) .L_ GALVANIZED NIPPLE _I I —I I —III 3/4" STREET ELL I I = I I=I I I I I=I I I I I I I—I l i VALVE VALVE SIDE MEW TOP VIEW SIDE VIEW GRAVE SUMP MIN. TOP VIEW GRAVEL SUMP MIN. UPSIZE AS REQUIRED UAN DNE QUICK COULD SC VALVE 4N ;7�7—���jU VALVE NOTES: D NO SCALE INE AS 1. LIMIT 1 VALVE PER BOX. DESCRIBED IN SPECIFICATIONS UMSED 2. 10" MIN. LATERAL LINE DEPTH AT VALVE BOX, 12" MIN. LATERAL LINE WESCAPE DEPTH EVERYWHERE ELSE. LANDSCAPE SURFACE 3. PROVIDE MIN. 2" CLEARANCE BETWEEN CONDUIT AND CMU BLOCK. 16510 VALVE BOX WATERPROOF WIRE CONNECTORS DECODER - FASTEN TO BOX WITH FINISH GRADE /1 26 VALVE ID TAG BRACKET JEREMYAINSWORTH AUTOMATIC VALVE CONTROL WIRE, ALLOW 5'-0" STATEOFIDAHO SLACK/DECODER FILTER 10" ROUND VALVE BOX REVISIONS " i —III—III III—III LANDSCAPE III= G SEE DRIP VALVE PVC MAIN LINE —III—III—IIII—III- SURFACING —I I MIN. I I L502 ASSEMBLY DETAIL PVC SCH. 80 MALE ADAPTER -IQI—IQI— Q IQI—III ADDENDUM 1 12115125 FINISH GRADE PVC SCH. 80 'ACTION' UNION7 12° IQI IQI IF - (BOTH SIDES) INSIDE OF VALVE PVC BALL VALVE TT IIIIII—III III—III VALVE BOX 12" DEEP BOX PVC SCH. 80 TT NIPPLE IQI III LINE SIZE III—III —III BALL VALVE STANDARD o a o I 1 1 = NIPPLE BOTH PVC SCH. 80 SLIP TEE OR SIDES LATERAL LINE CLEARANCE - o ® o ELL —IQI BETWEEN 3' PVC SCH. 80 TT90 W/ SCH. =III I Q I B GRAVEL 80 TOE NIPPLE TO MAIN LINE IQI IQI Q III III III PVC PIPE Q IQIIQII —III III L50 CMU AND o _ VL` III III—III— III—III Q BRICK SUPPORT PROJECT NUMBER WEED BARRIER G LIII 11 IIIIIIIIIIII—III— IIIIII1 —III TYP. FABRIC - 3 MIN. " MIN. TO TOP OF BOX IIIIIIIIIIII—III III IIII ( ) 501244524010101 24 MAX. I_ PVC SCHEDULE 80 5" MIN. DEPTH WASHED GRAVE L OF 3/4-INCH FROM MANIFOLD NOTE: IZw COUPLING J BA 25.008 OR BALL VALVE JECT# 1. IF BALL VALVE IS INCLUDED WITH DRIP ZONE — KIT, INCLUDE ENTIRE KIT WITHIN ONE BOX. 0 w COIL 36" OF EXTRA WIRE AT SIDE OF GROUND AS PER MANUFACTURER'S REMOVE ROUND BOX. IF BALL VALVE IS �Io DATE BOX. RECOMMENDATION PURCHASED SEPARATELY, INSTALL AS D 0211312026 TWO-WIRE IN GREY CONDUIT W/ SHOWN, OR AS PER C/L502 FOR MULTIPLE olz PVC SCH. 80 SS COUPLER (BOTH SIDES) SWEEP. SEAL CONDUIT ENDS WITH DRIP VALVE ASSEMBLY. w m DESIGN PHASE WATERPROOF FOAM 2. WIRING NOT SHOWN. INSTALL AS PER Q z DESIGN GROUP CONSTRUCTION DRAWINGS D Q Q VALVE A S S D U B D Y Q R Q Q Q Q CONVENTIONAL OR TWO-WIRE AUTOMATIC a c� � Landscape Arclute�re 0 Planning&v on VALVE SECTIONS SHEET TITLE 3450 N. TRIUMPH BLVD. SUITE 102 TW0 Q RE SYSTEM DR D VANE ASSE�Ml DY S' O i�`, T OD VALVE LEHI, UTAH 84043 (801) 995-2217 F NO SCALE G No scALE H No SCALE IRRIGATION DETAILS 8 BLUE STAKES OF UTAH UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 NORTH www.bluestakes.org 1502 �p,RTON D Q TOP OF MULCH Q DIFFUSER CAP �i� FCTU'� ADDITIONAL IN—LINE EMITTER TUBING IF JRW USED FOR LARGE NEW TREES OR BARB TEE FEMALE ADAPTER EXISTING TREES. PLACE DRIP LINES AT 1/4" TUBING 17mm X 3/4" FPT X 17mm & ASSOCIATE S 2'-0" INTERVALS TO EDGE OF DRIP LINE OR EQUIVALENT R C H I T E C T S OF TREE 1/4" TUBING STAKE ARCHITECT INLINE EMITTER TUBING Barton Architecture PLLC FINISH GRADE UNDER WEED FABRIC 319 N.Kinsley Ave TOP OF MULCH -Winslow,AZ 86047 JRW&Associates �� �� �� TREE 1152 24 24 / 3/4" MALE N PT X Rexburg, D 83440 to A ROOT BALL IN—LINE EMITTER TUBING STAPLED ON � TOP OF FINISH GRADE. INSTALL IN—LINE 1/4" 1/2" BARB ADAPTER SELF—PIERCING BARBED EMITTER — STRUCTURAL ENGINEER EMITTER TUBING UNDER WEED BARRIER / FABRIC WITH MULCH PLACED ON TOP. (1)GPH. WHEN INSTALLING ON HILLSIDES, FLEXIBLE POLYETHYLENE PIPE Ridge Structural Engineering NO KINKS IN LINE. PROVIDE CHECK VALVE EMITTERS. 1152 Bond Ave.Suite B Rexburg, ID 83440 (1) 1 GPH NOTE: FOR EVERGREEN TREES, LOCATE IN—LINE EMITTER TUBING SCH 40 TEE INDICATOR INDICATOR EMITTER ON OUTSIDE OF (UNDER WEED FABRIC) OR ELBOW MECHANICAL ENGINEER EMITTER INTO OUTER DRIP RING.) IN—LINE EMITTER Engineered Systems Associates TUBING AT BASE \//\// /\//\//\//\//\//\//\//\% 1355 East Center OF TREE /\\/\ \\/\\/\\/\\/\\/\\/\\/\\j PVC TO P E PIPE ��\�� \\/��\�/�\/�\\/��\/�\\��\\�/` FINISH GRADE -Pocatello, ID 83201 CONNECTION C B PVC LATERAL LINE ELECTRICAL ENGINEER A / Payne Engineering REFER TO DETAIL 1/2" MALE IPS INSERT ELL -1823 East Center PVC LATE AL LINE (12" NOTE: Pocatello, ID 83201 DEEP) 1. USE AT TREE RINGS AND AS CONNECTION FROM NOTE: SUPPLY AND EXHAUST HEADERS. AUDIOVISUAL ENGINEER INSTALL IN—LINE 1. CONNECT SELF—PIERCING EMITTER DIRECTLY INTO IN—LINE EMITTER TUBING. 2. DO NOT EXCEED (3) GPM FLOW THROUGH SINGLE Spectrum Engineers EMITTER TUBING WITH 2. THIS IS AN INDICATOR ONLY EMITTER TO BE USED AT EACH TREE RING AND CONNECTION. 324 South State Street,Suite 400 EMITTERS SPACED AREA WHERE IN—LINE EMITTER TUBING IS INSTALLED. Salt Lake City,LIT84111 EVENLY ON TOP OF 3. 1/4" TUBING LENGTH: MINIMUM 14", MAXIMUM 24". ROOT BALL 0TRLL DB B BEAH V EO/ B OnOr Arecs HD CATOB B ATER � �V/ TO H D HE EM ATER A NO SCALE NOTE: FITTINGS TO INLINE DRIP TUBING TO BE INSERT FITTINGS. USE OETICKER NO SCALE NO SCALE CLAMPS FOR NON—NETAFIM FITTINGS. EMITTER — INSTALL 6" MAX. FROM CENTER OF C\I 0 PLANT. 70 DRIP EMITTER WITH FPT BASE L DRIP EMITTER WITH FPT 6" MAX. FROM PLANT TRUNK. (� PLANT BASE 6" MAX. FROM N BOTTOM OF EMITTER TO BE PLANT w FLUSH WITH TOP OF MULCH PLANT TRUNK.BOTTOM OF EMITTER TO 0 C-0 1/2" MARLEX BE FLUSH WITH TOP OF Z CY) �_ — STREET EL MULCH 00 MULCH 1/2" MARLEX _ 9 1/2" 90 EL BARBED FITTING LAYER STREET EL � DISTRUBTION TUBING L � FINISH GRADE 1/2" 90 ELL (14"-48" LONG) SEE O z BARBED FITTING NOTE 2 a--+ Q Q DISTRIBUTION TUBING SHRUB SPREAD -------- 0 � 0 14" LONG MINIMUM — 3 WATER MULCH LAYER - 1/2 SxSxS SCH. \ Lp (/ 48" LONG MAXIMUM RETENTION FINISH GRADE 40 PVC TEE / It w BERM _ 0 Ir— NO it 54 �f III — ROOT BALL C'7 PVC TEE (LATERAL ' II III III—III CONNECTION) 12' 1I I —III - III III—" '—" '-1 I I— PREPARED SOIL 70 I—� I I—,III— ROOTBALL L N DISTRIBUTION TUBING PVC TEE GLUE DISTRIBUTION PREPARED 14" LONG MINIMUM (LATERAL TUBING INTO FITTING G SOIL 48" LONG MAXIMUM CONNECTION) G ---- -�- ROOTBALL 3" MIN. SHRUB PLAN VIEW --------__�- 90 DEG ELL BARBED -- -----_ PVC DRIP SYSTEM --- INSERT FITTING NOTES: LATERAL LINE. 1/2" SXSXS SCH. 40 PVC TEE(S) 1. INSTALL (6) MAX EMITTERS PER PVC \ —PVC LATERAL LINE FOR DISTRIBUTION TUBING AS PVC LATERAL CONNECTION SxSxS SCH. 40 PVC NOTES: REQUIRED TO SUPPLY MULTIPLE 2. INSTALL DISTRIBUTION TUBING 12" MIN. LINE BELOW FINISHED GRADE. BRING TO THE TEE TURNED ON ITS 1. ON SLOPES, LOCATE EMITTER UPHILL OF THE PLANT. PLANTS. PROVIDE 3" MIN. NOTES: SIDE. 2. SEE H/L504 FOR MULTIPLE EMITTER CONNECTIONS. SEPARATION BETWEEN FITTINGS. 1. LOCATE EMITTER ON BLDG. OR SURFACE AT EACH PLANT. 3. PROVIDE WITH CHECK VALVE TO ELIMINATE LOW FENCE SIDE OF PLANT. 3. SEE DETAILS F AND G. HEAD DRAINAGE. 90 DEG ELL BARBED INSERT 2. 6 EMITTERS MAX. PER LICENSED FITTING ( ) lAl`DSCAPE LATERAL CONNECTION. rrECT DR B E TIER DR B EU TTBR TYB CAD DR B nU TTBR BEAC 16510 D NO SCALE E 1 1/2" = 1'-0" 1 1/2" = 1'-0" /1 26 FINISH GRADE JE;EWAINSWORTH LANDSCAPE STATEOFIDAHO FINISH GRADE SURFACING COMPACTED REVISIONS SOIL ROTOR POP—UP — _ _ _ FINISH GRADE COMPACTED SOIL AROUND III SPRINKLER 10" DIA. ROUND - IN. HEAD AND FLEX PIPE PVC SCH. 80 — 3/4" MARLEX STREET VALVE BOX W/ I-III—III—I 12 NIPPLE 8" LONG III III ELL EXTE I=I I II III=III II I- NTIONS ADDENDUM 1 12115125 MIN. NOT TO EXCEED 45 DEG — 3/4" PVC STREET ELL LINE FLUSHING ANGLE VALVE —III=I III— I= 3/4" MARLEX IN—LINE EMITTER IIIIII—III IIIIII—III- STREET ELL POP UP SPRAY = o o = I I _I TUBING —III— III-III—III OR ROTOR HEAD _III= 1/2" MARLEX � _ POP—UP SPRAY HEAD CURB, WALK OR 12" STREET ELL TOP OF SEED MOW STRIP BRICK SUPPORTS I_I I I I—III-I 11 SIDE VIEW BED OR SOD 1" MIN. (THREE) I- III=III PVC LATERAL LINE 1 =I -�,�g I 1/2" BARBED ELL �° a / GRAVEL SUMP 11— =,�—III=i I I I III I I _ PROJECT P RNUMBER — I (1 CUBIC I I IF 4° 50124452401010# 1 LINEAR LOW DENSITY 3/4" PVCPOLYETHYLENE PIPE /P,VC LATERAL LINE STREET ELL 3/4" MARLEX � NOTE: BA 25.008 14" LONG MINIMUM STREET ELL INSTALL DRIP FLUSH VALVE AT LOW POINT 24" LONG MAXIMUM OF EACH DRIP ZONE DATE TOP VIEW 02/13/2026 DESIGN PHASE SPRAY AND ROTARY SPRAY HEAD OR ROTOR _ DESIGN GROUP CONSTRUCTION DRAWINGS HEAD ,BEY BOTOB POP — UP B E ADD H EBT TO �UR�B OR WAE I v \. _ DR B n � U JH VD � VE ��C���tectm PP18�llng�v13U�1ZShOII SHEET TITLE O NO SCALE B No SCALE NO SCALE J No SCALE 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 995-2217 IRRIGATION DETAILS 8 BLUE STAKES OF UTAH UTILITY NOTIFICATION CENTER, INC 1-800-662-4111 NORTH www.bluestakes.org 1503