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HomeMy WebLinkAboutFile Documents.1300 Riverside Dr.0309.2017 (32).ARBK I custom water feature, y I summer use only,not heated,not to exceed — any,/4. ..M 30"above or below _ • ,y�j,..p , k• , grade in setback — — � — 4� p ,, 1 ` based on most — — •_Fyk 1 grade See • —. 4, '. 5 . ` • if.,- restrictive �� S.6.5 for details -i •: 4 17 . illePttz existing '� a ` Aspen& jla new 6'wood i ,.r� r .y �r p 1 F 1 Y' ,n, a , Spruce tree fence,measured hY i 1 1 *k from most I IIA7�\ 1 i �t I NEIGHBORING HOUSE restrictive grade. t , ' 1 ' rr5nr ; f existinPr y ' See LS.6.2& ;L_I. *!I y a ���Aspen& .,i, LS.6.4 wr�d"� R; + Spruce tree ! .i �`. ) 1 !�,r 1��St�t oe I �M lei �� `z� i iir turf fiM. .one er eaure - i i®el Wastone patio stone confection pll�rth ° w A Air, �, plant • ° stone patio �11 I ek I W r \ I AD decorative ir \ co \ existing aspens �� �- " J O A sod 1 gravel strip a \ and evergreens 444j,IIf I� turf ° I I I O \ mot r 1 W 0 \ \ concrete retainingwall,2'tall from I ° �y }L I I �+ • I Q most restrictive grade,see LS.6.4a �� ���' 1 �� I (6)new small decidu�bus W CC W Civil DWG's 1` stone - ■ A tree in square edged at U W O wood fence&gate,not to pavers •.* ' II • I grade box w/decorative W J '„. ?. LJ gravel z o \ exceed 6'tall from most �' 1,� I restrictive grade see LS.6.3 ° ".tt ` — •m W W U \ 6.4 �I plaint�' E `H. \ �t stone pavers M _ ,�� I 2'D drywell lid,see ivil V) 0 W \ l 1 c �} ... IIIIMI DWG's I r/1 r fd ce 1l� '3- J L e cc < 1 if - ��_ . o+� Y • jez LLJ I 1J �3- iii — pavers) rn ' ° W Ijajc ' °- ...., lip o J wood screen atop i _ o 0 cc concrete retaining 'Arli 1' 1 z 44 c.". `1. W ' I wall,not to exceed I utility 0� I 6'tall from most I (see Arch) I ?e s q LL restrictive grade, Y \ see LS.6.1&6.4 I - W t +' -- I O O -� sod I 41 d I I existing evergreen tree I wood fence&gate,not to e I 0 exceed 6'tall from most I IV concrete pavers i wood screen 4 O I (2)new sm�ll deciduous restrictive grade see LS.6.3 (see architectural) 0 trees in squy re,edged, &6.4 I w °I r I at-grade bo:k w/pebbles I i J stone porch — elements south end of wood fence to I — d 2'D drywell lid,see Civil align w/front most facade I • I I / DWG's 6'building,not to exceed f, `r / I I NEIGHBORING HOUSE 6'tall from most restrictive I L ({24"tall plants ] x� 1l /t.✓®�® grade see LS.6.1 I e stone entrance plinth zls:omn monarch rn�s,lea loz Iupeq comreaa else I �,y -5g- ci? - p 19I490959e 9]064148fi6 //��� lant� I� � waws4oulaoorcom i� - existing evergreen tree ����� Sf3 m°' k,'i ' Iplantq .r \ DATE REVISION m concrete driveway 'h ° - existing aspen 1 o/16/17 RDS REVIEW wood fence,not to w/saw-cut joints _ _a,• r stone avers 1 2/04/17 PERMIT SET exceed 42"tall from p + s�'�F most restrictive grade, ► �plant�0. rk 3 existing evergre r 04/30/18 Permit-Re-submittal see LS.6.1 I E ; lantgl 1 05125/2018 CD set I t ° ° s �s'. a „, e 's planting bed w/at-graddecorative landscape I 4 — edging new electric transformer i t a A • —P g �'. *', �r• 1 Ip decorativev - Pk gravel j DRAWING DATE:12/4/17 �I concrete driveway decorativ o �/ 2'D drywell lid,see Civil — ► w/saw-cut joints . gravel y DWG's _ Landscape Layout 1 decorative north gravel (2)new flowering deciduous trees along �� Trench Drains,see Civil scale:8"=1'-0" LS•ic.'''‘,1 ® Riverside RIVERSIDE DR. DWG's — — ASPEN BUILDING DEPARTMENT NOTES: o`:_•% : _S. ? mervi°°�r69 sf 1300 RIVERSIDE PLANT LIST 0 000 sf ra`�'°°`: _ I �} 1'I 30(#1)O Perennials/Ground Covers - - _ _` F .F M F I. I 15(#1)10 symbol quantity size common name scientific name Pacing Soil Amendment: Onoo(#5) _x h• s(#1)1© A 500 #1 Thriller Ladys Mantle AlchemillamollisThrille per plan 1. topsoil for irrigated grasses,turf,shrubs,perennials and annuals-6"min.depth sandy loam soil containing min. _ _ Et r 1 Ea�7;E 5(#1)O B 145 bulb Globemaster FloweringOnion Allium Globemaste per plan 5%organic matter by volume 9P . s {Fy, \si a�V�° � s#1 - � - All fir? ( )0 C 56 #1 Valerie Flnnis Sage Artemesia ludoviciana'Valerie Flnnis' per plan 2. Tree soil-min.depth 3',both topsoil&subsoil must be sandy loam. Top soil min.6"w/5%organic matter by (� y ' ��1II I -- ` ' ' f� II 5(#1)© D 7 #1 Vietch's Blue Globe Thistle Echinops ritro'Veitch's Blue' per plan weight. s ��1II �1 : �� \ �kA I 1 „k f A ., .II`1"� '�: 10,' III t k n I E 56 #1 Blue Cap Sea Holly Eryngium Plenum'Blaukappe' per plan 3. The total soil depth shall have at least one to three percent(1 3%)organic matter by volume. Note:if in turf, a r ' K !� 4 F 500 #1 Sweet Woodruff Galium odoratum per plan topsoil should be 6"and have 5%organic matter by volume. In good existing soils,dig and turn the soils to three I x'44°0 iu 1 i 4 ,,p " F times the dimension of the rootball. p (i 1 % &;*-. f` / li ' L G 535 #1 Walker's Low Catmint Nepeta x fassenii'Walker's Low' per plan 4. Soil amendment organic matter shall consist of either Class I or Class II compost. 1 y -_IIIit '-4040:7�1 ,R '11 ^` ?' - $ �` I A' © 56 Double White PeonyPaeonia lactiflora'Duchesse de Nemours' per plan ,� (Pem°us)67 sf �Rz« iff I • I 56 #1 Royal Wedding Poppy Papaver'Royal Wedding' per plan Soil Preparation: $. �: I , Ornamental Grasses O o Flom, \ 267 sf 'r ��� common name It E LI Werv..)65 sf ` 1. Amendment shall be tilled to a minimum depth of 6" 1�,\n. '� 6 s AT 25(#1)O G1 46 Blue Avena Oat Grass Helictotrichon sempervirens Sapphire blue per plan , ��Y o'I NL I" E 15(#1)� tees 2. Site shall be graded to within 10'of the grading plan provided by Civil Engineer ,, ,k ° AM �. s(#1)© symbol quantity size common name scientific name spacing ►�, 3. Site shall be free of rocks&debris over 1"diameter. Rocks&debris.5"-1"shall not exceed 5%by volume& �__ SR 10 3.5"Cal Japanese Tree Lilac'Ivo Silk' Syringe reticulateSilk' per plan gravel.6"-1.25"shall not exceed 5%by volume. Particles such as concrete,brick,glass,metal,wood or plastic Flz� Ieature(89 °® ��, 5(#1)4. p 'IvoryIvory w greater than 1"not allowed. Total volume of these materials smaller than 1"not to exceed 5%. .-10-: 5(#1)1O Other symbol quantity size common name scientific name spacing 4. Site shall be free of dirt clods over 4"diameter. Dryland seed areas may contain clods up to 2"diameter i. r t s(#1)1© AT 589 n/a Artificial Turf Syringe reticulate Ivory Silk' per plan 5. Stripping&stockpiling of indigenous topsoil is required during construction(except as waived by City of Aspen). impervious � Z Replacement of this soil plus additional soil amendments are required. hardscape(324 sf) _ ..4„,„„'t �`• I I SOD 665 n/a Kentucky Bluegrass SOD per plan iL'a6. Soil shall have no herbicides,heavy metals,biological toxins or hydrocarbons or exceed the EPA's standards for G E I_I I L*l. 3.5'gCa sR) T soil contaminant. co 322sf O to^ I�t I D I I cc 0 ,- Pe,iPP CD I - r nMulch: I ` V J W1. Organic Mulch-shall be applied at 1 cubic yard per 80 SF at a depth of 4"as appropriate to each species - _ W 0-1 •I.t�• Iial I I (� 2. Organic Mulch-shall be applied to the soil surface,not against the plant stem or high against the base of trunks qyk f , �■ CC 1 CC of trees&shrubs. 8 Er r iu i:,i.,i e hI ..�'' , I� I W 3. Organic Mulch-bark or wood chips,avoid mulch consisting of construction debris such as pallets (� © �, © 987 sf I I I o A „„_ 4.,,-I`J pervious soo LJJCC 4. Inorganic Mulch-rock,gravel or pebbles-shall have a minimum depth of 2" i l u' Q U � - i �� I 8 z ■II� uW CI m,ff fer1 -Fir10 I I d Approvals/Inspections: I ' '°'( 11 I�I� - ; I Z r CC Q 1. Written verification of approved soil amendment type and volume is required. Projects w/inadequate soil _` I t Q amendment&preparation will not be approved. ■ Contact-Molly Somes w/City of Aspen Parks&Recreation Dept.970.920.5582 molly.somes@cityofaspen.com 1_1I _ i3 y y 1r � � 1 I 0 Alm __ lt," w - 2. Soil inspections prior to installation of plant material may be conducted by City of Aspen as deemed necessary& Ir-4 . shall include a review of adherence to all criteria and performance standards stated above. Written documentation _ mi L.L CC reflecting approved volume&type of soil amendment is required upon inspection. gr A -- I pervious i - . decorative © K K.b rock(314sf) I- -�I - - '", `�.- Q II - II ■ I s� 1 .` • 665 sf Aii-i/ LEGEND/PLANT KEY: r i . pervious 1 9�9a"- WATER REQUIREMENTS: ii-d g _ _ ' "'"'"59 sf r' I 75(#1)O VERY LOW(VL)<25%ETo I I LOW(L)25%-50%ETo I I MEDIUM(M)50%-70&ETo I I HIGH>75%ETo 8 I 30(#1)O 0 I I 59 sf 7(#1)O 1. Hydrozone�A-485 SF: Perennial plantings(M);6"min.sandy loam soil per standards above;4"min.thickness of ; ® 1 0 [/4411 i Pew'°°)1a(#5)� CO mil mini-nugget organic wood mulch4. I 7(#1)im ervious2. Hydrozone©-633 SF:Perennial shade plants(L);6"min.sandy loam soil per standards above;4"min.thickness of I 0 J P I I 7(#1) cO elements mini-nugget organic wood mulch ,, snowmelted ©� hardscape(329sf} 3.5"Cs sR 2 (PerviPP:)405 sf I�ppu�3. Hydrozone©-593 SF:Sod(Kentucky Blue Grass)(H);6"min.sandy loam soil per standards above , =M H 3o(#1)O b(W. iu®�_ pervious impervious F. 14(#1) 4. Hydrozone0-771 SF:Sod(Kentucky Blue Grass)(H);6"min.sandy loam soil per standards above -.* I © z1s:Pmn,,naoh rn.e1 wlee loz aspen ooI,,dP elfin I hardscape snowmelted - �, (489 s) _ 4ty hardsca.e(137sf) t 14(#1)1S piBlo 9os36ez �orcom 4666 ,1 waw.e4PNf 1 97m 5. Hydrozone�E-654 SF: non irrigated artificial turf installed on sand and compacted road base per manufacturer's r�J --- --- �, ;. a(#1)1O instructions. � 11 i 14(#1)© 6. Hydrozone❑F-1329 SF:Perennial shade plants(L);6"min.sandy loam soil per standards above;4"min. I __ --- -------- -044...xl ; xr' "t DATE REVISION thickness of mini-nugget organic wood mulch I`, 1 < ° impervious ° I" 10/16/17 RDS REVIEW snowmelted pervious z . z/o4/17 PERMIT SET 7. Hydrozone©-720 SF:Perennial plantings(M);6"min.sandy loam soil per standards above;4"min. I + hardscape(1252 sf) •. . . \ �.it thickness of mini-nugget organic wood mulchI JII I os/26/1s CD 100% a , 8. Hydrozone�H-266 SF:Perennial Ornamental Grasses(VL);6"min.sandy loam soil per standards above;4" I ID ,`it s- 's6'v min.thickness of mini-nugget organic wood mulch g ' '"=7� ` I 4. . ' Fes, p,' 70 sf G1 .i" e2 0 9. Hydrozone❑I -10 new trees,root zone for each=36SF x 10=26SF: Japanese Tree Lilac(L)min.3'sandy loam top II y h 17(#5) soil per standards above,3"decorative rock,inorganic mulch for each tree. F 12 .-4- _ - pervious decorative 10. Hydrozone J�-Re-circulating Water feature-surface area 89 SF:(H) IIL 3.- .£ . r .° �I� '� rock(659 sf) y DRAWING DATE:12/4/17 _I)/ pervious meN'O05)1E0(#1)ONNW _O i ve ' I _ �'� 45(#1)O rockdecorat(2.9sf) Planting Plan 20(#1)© I (main level) 20(#1)O pe ious 3.5'2Csl SR 20(#1)O north w/soil info decorative 50(#1)O 5(#„ rocksf) 57sf 8'10(#1)IOW 5(#1) RIVERSIDE DR. 20(#1)© - _ �� Perv°P)CD 5(#1)©s(#1) scale:8..=1_U LS■ 38 ASPEN BUILDING DEPARTMENT NOTES: Soil Requirements: ,fir ,dir ,fir "1" 1, All soil on roof deck to be American Hydrotech LiteTop®Intensive 6"depth: �'"+ fix; ^{�S''.� ,,,w .. •.s© > ~ .•r. • -tali=--,x "g tip:..,:.s „ ,„, , ....s„;.:5.z.s• „ ' ,'. This blend is similar to a loamy garden soil in its water holding characteristics.It is ideal for plants that like ' R EN ,' , +„ ' + •r,, well-drained soils and can support a wide variety of plants including trees,shrubs,perennials,ground « - ,,, >1, f covers and other plants that are commonly found in at-grade landscapes. This media is required on green 4' , } x roof by roof membrane manufacturer/installer to uphold warranty and by structural engineer based on K Q Q .;` , a' ' load calculations. . ',4' 1' 1 1' ri fir,# •.�r.#i� 1 er,m 1 i•6 d . D•ltWii iit LEGEND/PLANT KEY: 'v ,- • e—rkii •4• •g•A•.•r• ••• r •v•/* •,• -p UJ WATER REQUIREMENTS: e,, ,,,,,, „ •0IS1s is e • • ,10/ • 11 • -1 • •„ ,, '7,,'.1 ' VERY LOW(VL)<25%ETo LOW(L)25%-50%ETo ::e7:&d HIGH>75%ETobse's'e's,ese II IJJ plantings(L);American Hydrotech epth ''� © •�1�1�•�1�1�• ��1 •4�.i�•41 •iiii '," O � r0 40 4000 40 40r��Ri�� �'i�r� �i�� t .�„ a,4, ,, (p�ervious) a r 1300 RIVERSIDE PLANT LIST , 30(#1)� CC 0C cc Perennials/Ground Covers ",� zzs(#1) G W Q symbol quantity size common name scientific name spacing „+'�' ` ;4. .,s,..,-�' 30(#1) I W > O B 35 bulb Globemaster Flowering Onion Allium'Globemaster' per plan 225(#1) Cl CC 0 4p'�.M .x, C 30 #1 Valerie Finnis Sage Artemesia ludoviciana'Valerie Finnis' per plan ' 0p # O z D 30 #1 Vietch's Blue Globe Thistle Echinops ritro'Veitch's Blue' per plan w — 4""i ' T—C J p') in E 30 #1 Blue Cap Sea Holly Eryngium Planum'Blaukappe' per plan p AFT A. M G 225 #1 Walkers Low Catmint Nepeta x fassenii'Walkers Low' per plan I 30 #1 Royal Wedding Poppy Papaver'Royal Wedding' per plan "� ' CC Ornamental Grasses I„I,J symbol quantity size common name scientific name spacing ' '1*. „; \ G1 225 #1 Blue Avena Oat Grass Helictotrichon sempervirens'Sapphire blue per plan Q` °o. x l �� S r S r "� r "� "� ` ^ A' •' • • • • • • • • '• • • •ore CC e`` •ss•'Powewow•S•S•,•egbe&•(• •s'"'s "'-'^ LITETOP°SOIL MC,-/ ''k — PRODUCT DATA SHEET GL'1 # HYDROTECH •,• �1�1'r/='l � .a 01�t1t.ht1 C I' I • • :', gip ' GENERAL DESCRIPTION V.illikei•` :�?6s"`'' { • • i` Hydrotech LiteTop sot is a specially blended lightweight growing medium composed of organic and mineral - t 1'4'♦1' 'fie ~ ' materials.The percentage of organic and mineral materials is designed based upon the type of vegetation planned �# •�,. • '+""-extensive,semi-intensive or intensive. 1J4 1�� �� , ,BASIC USE LIVING :',416a. t its#. .t�, y r•s- °01 '"' ' - elements Hydrotech LiteTop soil is specifically designed to be used on Hydrotech's Garden Roof•extensive,semi-intensive 21 sw x 12-2SL 1 i ..„and intensive assemblies.It can also be used as the growing medium in typical planter applications. ■ ■ i #t 4 S� :p ' - I.i, ADVANTAGES I I I-I `1 1 # IF-Prov des a stable substrate for the vegetal on I���# 1 t1f,'T '�`s !4Ll�i 1.iJ -�®_ 1' 1 1 11' 1 -Excellent moisture and nutrient retention ,, s�Ms -Does not compact and drains excess water quickly _ „, ry 215 south monarch,eert suite q its aspen,colomeo e1611 -Lighter in weight than typical clay based soil '•'°I",` x.,; ,' o ISo.3ms et eenwaoo,9coosaa.4a5s FLUE SCREEN Y S^as, ^''t r-----� a•"AL ri{ DATE REVISION ''„per I i 0 }xI' ,,„ 10/18/17 RDS REVIEW a• 12/04/17 PERMIT SET , K°^x , 05/25/18 CD .i**A,. ' tea, ,.^4, ' ','any, '-•-• '''' , e.,^.s '� i" "'4' „ p/ � ", p . •w'�'� ", 3." ¢�." K':K,i y •'. pc.. a,,+tipr r DRAWING DATE:12/4/17 Planting Plan (roof deck) north w/soil info American Hydrotech,Inc. 303 East Ohio St,Chicago,III.,60611•(312)331A6S6'FAX 012)661-0131'www.hydrolachusa.com'06102 Green oof L aLiVIA�t I scale:q"=1'-O" LS• � E ASPEN BUILDING DEPARTMENT TREE REMOVAL LEGEND KEY TREE TYPE DBH REASON FOR REMOVAL IF>6" n/a n/a n/a no trees are being removed or impacted IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY .I � ,, _'•,,, LOT 6,BLOCK 1,RIVERSIDE SUBDIVISION _.- ..... . _ I \ A,,. ACCORDING TO THE RECORDED MARCH 22, 1955 IN PLAT BOOK 2A AT PAGE 179 ,w , ~ `° "L"..1, F CPR% I CITY OF ASPEN,COUNTY OF PITKIN,STATE OF COLORADO ,., I B I j� 1.0, K_IK t ,, 12 t-•.� • ,y� '' 0W PE)+C-fOTI I�a-1 TPiS - �' Px. S�� .yk°ne . e' �� .,: ,I rn TSA I if �SZ ". �vD m _ its I I �a/4e�,...., .wi \ i�2i�_1., .- _- t . - n, ,21 _ 3 '� ='!•teat .I W ,- �____ =MMIllo_ _�_t �4 w " o[ r Ab r, 1 TI: _L' ° d TREFR TREE TYPE TRUNKDIA DRIP USE BASE EMI TREE TREE TYPE TRUNKOIA DRIP LINE BANDELDS '*40� W O ^'�' H n PINE r N. a1a0 Rl ASPEN 10 ]0 woos ' LDTe T ' R BIUFSPRIKE• 2' S. 80021' R2 ASPEN NT NY 80001' W 0 FFy a T3 ASPEN S' @ 80D19' R8 ASPEN 6' f 800D.8' Q 1• • ° I 14 ASPEN r @ 8001.2' T24 ASPEN r B' 8a00.8' CC 5 I ir I wE�' Enu4 I ° I 6 BLUSPENSPR°E P @ 8001.9 126 APE. 10 8000.8' W 0 F1-POI < < R PINE U' fY 8002.T R) ASPEN _ B' ]O e000.6'_ w\ J - F'I FF , yI I 0.A1L1N / 70 ASPEN P 11F 8004.1'• T28 BLUE SPRUCE r t' • 8000.1' . O ±O.JN o < ° - T9 ASPEN S' @ 8001.2' R9 ASPEN 10 12' a000.1' .1 II.I I' _Inlii W rY ) In ``:IIi1. """I'\l�d .* RO ASPEN S' @ 1D0/.1'_T30 ASPEN r 10 8000.T IIti III Ris III.�I.0 lit�� Q LOl !1 Rl ASPEN r @ 8001.0_T31 ASPEN S' 10 8000.T l�l `\ n2 ASPEN r @ 8000.9 T32 ASPEN r 30 )999.Y 1 1 I' 'ELP-NNs I 1II�` a/-e . tu�8 nl ASPEN ,r 10 8800.9'• T33• ASPEN r 1Y 8000./' LOTPLA B.BOC%I BOOK 2A ATPAREIn.Crtv OF AsN.A.COUN,vOOM.RECORDDMASTATE OE CH Et1 IN LU= n1 ASPEN S' ]@ 8D00.9' T31 ASPEN 30 R' 9000.@ //'� / ^ III Ili i�,' its A PEN r )d 8800.8' T35 B UESPRUQ 12 R' 7999.5' 1 ► 1 T L1 iP BLOCKI .9°6' RTI E n6 ASPEN B" ]O 800D8' T36 BLUE SPRUCE Ir 15' A9T.@ CO n) ASPEN r 11F 8000.9' TN PINE 143 12' BOD1x Q 1 RIVERSIDE OND b // II O. ,O1E�` I ° R 'I US ASPEN r 1d BB1D8' T45 ASPEN r ]O 8001.7 It STUCCO MAME Po' 11■I n9 ASPEN I S' 10 800D8' T. BLUE SPRUCE B' 1@ 80@A HOUSE •E',• I "�' • T20 BLUE SPRUCE 10 1Y 800.A'1 n1• PNE r • 8' ' 8001.@ W P8 n 1� EL wM Thy EL•Nmb' I r t I \. -,. -, CAP 0.» „ T . FF. A I 1;; , I m V II; CC .-� � I OAONS.RPSTRICTION COVENANT EXCEPTIONS TO S.BUILDING I TEE TITLE COMMITMENT PREPARED BY \ ,,P SHOWN IN I • N ATTORNEYS TTTLE INSURANCE _Of ASPEN TITLE DATED 7. ti ` - ��i� g �, I I 950 w I oIN_F o,.E ASIS OF BEARPIGS FOR THIS SURVEY IS A BEARING.SOP lsssE BETWEEN THE EASTERLY s1 r_3a A y '�` T v e Y 2 cM UNITSMEASUREl °FORDIMENSIONSYco� BI°`S �LocK"E `I'o`R : S° n8 _ CO g =I '' ter, , ,x 41UN F ALLSHOWNHE NIB. RVEYPEET. � 1 THEPNKBNroUNT.aERICANDRECORDERSOFFICEAND LOT to 1 02 i W n. �I E coRPIERSPODNDINPIACE. 61.ELEVATIONS ARE BASED.A GPS OBSERVATION uimumc THE WESTERN COLORADO S00030'ON j-------I sHADD I z MUTFYVP -J I /I \ REVRN.GPSNETVORK OWN ORTHO DATUM,YIELDING ANON-SITE FTHE om EASTERLY CORN..LOT a BLOCK I AS SHOP..LNRvtwR INTER EQUALS S MlN. '-- T 5 I 8 _ la 120 Is4 \ rsl .ay, CF AlT 1\ 210 In 1w ItI \ _ s elements • e o„ ,„ t � GRAPHIC SCALE TELEPHONE D LtNE =�� N ° ==-- ISIlt,�,avIIyII., 71;7. ' ®MI® -'�'� TBNU Nro.w // / IbD!-blot lit. FOR THE NANCY['WNAN TRUST xi. NTSURVKY PAS PREPARED BY PEAK SURVEYING. 215 smith monarch street,suite 1021 ` Ls.xn'N HEREBY s,A,ETxn),x151NPRovENe v g- 54p.R56loretle 81611 SYMBOLS LEGEND _ FURTHER rtLyI�7McaoTN1 IMPROVEMENTS ELPyw„Re;„EBOZDRIEE.ATE pl9]03mw.e4 11.com a856 -° g RDEnARRHDPNTIIArrIIRI"ARE.DE.DRD xNEN1N�.TxEDEs RIBEDTx wmv.e4oNdoor.com S BY NS R..I, "P °�-� N7IT,E^^`gIt LcPPARENT EVIDENCE ANY ADJOINING JIZEY1M EASEMENT "v"ti EXAMINED TTT"�e E /....------1.:.................................... �CDS5W E SHOWN HEREON TO THE TEST Hf MY KNOWLEDGE ITO BELIEF. DATE REVISION _ ---------...-' ASPHALT _- . '' , 10/16/17 RDS REVIEW EXISTING EVERGREEN TREE .+ �; 12/04/17 PERMIT SET R t:azs.ii9RL ao:v.c 04/30/18 Permit-Re-submittal _ 05/25/201 CD Set _ - SLOPE TABLE ��/PTA.xSSv` _ -- NUMBER MIN.SLOPE MAX.SLOPE COLOR AREA W '1' Dom NO. D. Revision By Project NO. EXISTING DECIDUOUS TREE _- OWWP4 "� AMMO /A w 11. O IRS DWI Nit UPDATE SLOPES TO BOUNDARY RN NANCY DBDMAN,COLORT 1 R1� �1RN 12N1/1) UPDATE TREE LOCATIONS 1RN CITY OF ASPEN,COLORADO 17040 Rills.CO 816w IMPROVEMENT&TOPO SURVEY R s9.000N >om . ,�10 VPhonne(970)625-1954 Imes - _ Fax(970)579-7150 1DLy n mn LOT 6,BLOCK 1,RIVERSIDE SUB. HOTS P`v`s'"YQ'i"°""°"' Lo.so voo 1300 RIVERSIDE DRIVE M 1 OF I I asTon[Anox 9ww mite. ,".,."N.Nx.P."n,"e N.T.°,m - 'f 0 EMO EXISTING EVERGREEN DRAWING DATE:12/4/17 TREE TO BE REMOVED Tree Permit- EXISTING DECIDUOUS TREE north existing TO BE REMOVED scale:8..=1•_0.. LS.3T ® ASPEN BUILDING DEPARTMENT Proposed Trees -- b _ _ (10) Syringe Reticulate'Ivory Silk'3"Cal.or as large as possible — _; ° � �� planted per plan _ — 1 y� 7 I „Id I weir 1 1 ' I „„,,, ,,c40.*:,,,,,,.:,_,.....,a , ....„.,,...,,,,....,,,,, , , . r, , ,„ . , . liw, ,i,„ ,,„ iii, ,,,,„„.,,.,,,,,,4 ....„,„1.1„. ,,,,,„. ,,,,,„ : 1 \ Il. analihs. 1 I,..,--. 4 ,Pr---.-h-40.\--.."-- rt'111.111*81114,a limi 4114401111M�k ...._i -A4-,- v�ptr 1 ° W rj klIFW 7 _ _ _I - to cc - .-_____ .Atiptt,,,, r � \ i 10 WV W � � � CC CIC CC I\ �. LLJ io • 1:1. 4 A 1 o m : \ w W 1 • 1.- s:' ± E 4 I I \ lir r CL o• -- o (6)new 3"CAL IIJJ s rin No Silk iii t t p 9 rY 1puT �'0�3 ° ° Japanese Tree Lilac tot el,,, T �1 0 ,� 'w.i -it I Fr- Ir ,l'' 0 O!I O _Ix!. I I I 11 I H l,,.- %4 • 1 ° 1: 11 �• I sp new o CALr — I spring Ivory SilkJanese Tee Lilcl L I I I elements - - \ I � (x-rrrrxxxi I \ I I ,/1,��./®�® I e "°k.• I �� ° r` . 215 soNh m"nerch street wie 0102 aspen,oal"retla BIfi11 �II �L • I'' I 81970.3093302"01 f I970544.4856 II/4IM re 12:, I ik I wwwe /,1I�II �`1U1� f � ° _ `� h` i ,_ \ I DATE REVISION • '"`• tom^="` 10/16/17 RDS REVIEW OD -� � y" k, ", I I \\ 1 2/04/17 PERMIT SET SM, 04/30/18 Permit-Re-submittal X � I a i. N 052512018 CD Set _c. __4 I Sie A-1-7..A I I ___- Ipall as... _____.-- DRAWING DATE:12/4/17 _ Tree Permit- (2)new 3"CAL Proposed spring Ivory Silk Japanese Tree Lilac __-- � __-- �� _ scale:8_ __- ..=1•_U•• Ls.srw�itfl�"___-- __- ASPEN BUILDING DEPARTMENT I NOTES: J y.line ,, =i — _ P 1. total snowmelt=1800 sf _ _ " � N 2. =snowmelted area — _ 011.1\ I'll yf� "•. III I I aPedY �1F�,, 4tli h v�� I �� -'"2.''''' ‘\1, LI, ,t"i rAPlik----;.---;i: -..., 1, Arlt.ii-L----:*,' - -,,,,,,,, 1 IA ,, , i!!vvi ! I� IiAL I I W A It St‘, , \ 0 imir ,.,., \ IJJ r w 14.1 Ilf4 irk 1 CDwo lI�� o 1 I I W o o 1 I * ep ,l i cc cc wo .______ j A Ii cal W o Li CO �: i p gz J: L p - 13 Z I 1 < -hilt o o J LLJ _ �3 iiitt z ,rsntwmelte�pa 0 CC /1 H ...17Pi w �I� ==== ra r `� / , I kir � '} 11 < '.•_aoI I n IV _.- Se-a 01 II i • 1 8 1.Eilvi I &''1 ' 0 I I n l l i ® r \ I I A 1 H _ _ _ _ 6• J snowmelted '4 e I e m e n t S • entr sf)rch — — I c snowmelted stone entrance link a.. ,sit I z,seomn momnrnee 1e9,9z pen,ccror tic e,6„ 9/1 / (137 4 •4t. p19703093302 119705444856 1 o '" Sf)js_ �_ I wuw.e4oNdoorcom �� tbael� I �e I • DATE REVISION 10, '. ,� a � - \-s I I \ 10/16/17 RDS REVIEW 0 snowmelted concrete kkd ro- t y• k, jII '=".I" I \ 12/04/17 PERMIT SET I driveway(1252 sf) . , ' i kk l Ik, h 04/30/18 Permit-Re-submittal I Ili •�`iS- e I \ 05/25/2018 CD Set E �` k t > illtil'' ' o I� f t 7 yrr.,=vim, 40tsPeoy n Ih _ _ opertY - • DRAWING DATE:12/4/17 L — — — ; — Snowmelt Layout — north — — — RIVERSIDE DR. scale:8..=1._0.. LS•41D1 ____ ____ ASPEN BUILDING DEPARTMENT NOTES: I { �iM 1.(39)Bega in-ground lights per plan:see LS.5.1 for spec sheet _ — _ _ �-"� F I eortY-s'� — — 4 5! Alpo- 1 pp .'F 11 I �: Al -NI -f h� I F — 7e't \ i - „ "z`,7•74,,\--- witittat,‘,4,441/A„, , AK _...• ,.:- 4 - I ,l[ II� , 1�— YF gilip ' ly , ikka1 I 1 k pr ..! • 1 kwt � ; /� � tit4111 I . \ C) i �,I ®1 Bega in-ground ilrospirs -,.. 1 __,..4,,,,,*.li 1 * mii.uvi. 1 I Al llll / h n ._ i/A, , 1 lights in pavers(12) I `I h I I I Ip I..I..I �E fir,, am ...... A I I — 0 —cocn li-ibriii--- 1 Alt ii in t kt _ Ell. IN • .1 >. I W CC cc cc e I LLJ 4 ; Ili e I U 410 \ hp° �—r. �I _ -��uu uummmmimm? ,_ I w I _ 13 I I ,- 0_ R I I Il [14 LLI co \ f C J LLJ atoll 1 .11 : kik t t cl cis ` 11 CC =___ "Ze7 ,: �: ----e 41 il r e I •� AIN .I--- I t a '*} I 11rr• I Bega in-ground ==== ■ i'- ' Y lights in pavers(8 I ,11 I • _ • e I I l • 1 I of I n1Al: 1:1 '1I I elements • • 1e yyyy'''$$$������ I ) r�� '��if,�f �� 216 soNh manerch street wie0102 aspen,oaloretle Blfill \\e\`221i i_I • I ,k I pl9]03093302 f19]054a a856 wuw.e4oNdoorcom ?* I II ....,,_ VV 13 K' I DATE REVISION � I ICI a` , 10/04/17 RDS REVIEW 1 \ - 12/04/17 PERMIT SET 3 ro. hh. f 04/30/18 Permit-Re-submittal 1 I - 'a s e -.I I I 05/25/2018 CD Set k �x ` F 1t � epertY n — _ II Bega in-ground Bega in-ground I L' v 21 _ — `�� lights m pavers(12) lights in pavers(7) I _ �ropertY� j DRAWING DATE:12/4/17 Landscape -- north Lighting Layout RIVERSIDE DR. _ _ scale:8..=1._0.. LS. .,ED ASPEN BUILDING DEPARTMENT NOTES: 1. LA to verify finishes and options on all fixtures as well as quantities prior to electrician ordering 2. LA to verify placement on site for all landscape lighting prior to installing 3. No lighting or electrical devices to exceed 30"above most restrictive grade in setbacks 4. No lighting or electrical devices within 5'of water feature 5. All lighting to conform to City of Aspen Lighting Code 17.10•lbdtical errentlmenis reserved ae. I ' ' SEGO lichttechheche Spe .. I 1 1 Henrentuech•0-58708 Menden BEGA U 01 Product data sheet In-ground luminaire IP 67 8673 E. W MZ Project•Reference number Date A 4 NOTES: a m di W r Application p to Q co LED in-ground luminaire withhafi-sided light 1. LUMIANIRE #88 673 — SEE SPECIFICATIONS: m o $ I .— sector. Q CO For installation in compacted surfaces,paths U r n or floors. v J Drive-over luminaire for vehicles with pneumatic w v� p ° For pressure load up to 1,000 kg. W U] Q At the glass surface the luminaire attains an (� cc operating temperature of 30°C(measured .3y2" - '0 Z O according to EN 60598 at an ambient (4) MTG. SLOTS Ll_I temperature of to 15°C). ON 0 4.17" B.C. — Please note: .I CD 3 W /m J Wminaire must not be used for Installation in Y4" �rr 1 / W O road lanes,where the fixture is exposed to a Q cc— horizontal strain due to braking,acceleration 0 z and change of direction. Lu W co Product description I MI E -I ,— a- Luminaire cover made of aluminium alloy Z'' Q CO Wminaire housing made of cast stainless steel Z and stainless steel 180° /- d UCC < Steel grade number 1.4571 ` A LEVEL SURFACE MUST w it U) Optical lens is made of silicate glass BE PROVIDED FOR PROPER •� W Silicone gasket401:1110 C Baseplate with 4 fixing holes — INSTALLATION. O \ elongated holes 5 mm wide LUMINAIRE SUPPLIED WITH E Lc / 75z75 mm spacing MOUNTING DETAIL COUPLING NUT TO ATTACH _1 Z — 1.8 m water-resistant connecting cable (TOP VIEW WITHOUT TOP) TO 1/2" THREADED TRADE O CC 3x1 with water stopper V CD andl.2 m PVC cable conduit SIZE CONDUIT. 43�4" _ m O LED-Power supply unit 220-240V°c0/50-60 HzI It (CONDUIT BY OTHERS) DIA. O1 P. DC 120-370 V C m DC Start>_198 V www.bega.com N 0 W Safety class I ] Z Protection class IP 67 a 1,, immeDusrsion rsion Protection against temporary 1 '8„ co y . O z CE-Cononnlymari LUMINAIRE SUPPLIED WITH Y Weight:1.4 kg I I co 0 d a°I I I * I 10 FEET OF 12AWG SOLID ' m J ,� CORE THHN SUPPLY WIRES. I— i o Q r ee eH I _ � .5 3 o Lamp Article No.8673 _ _ U LED 3000 K 3.4 W Colour temperature 3000 K. 4 I I 33�4" Connected wattage 5.2 W Also available with 4000 K on request. —L—-_l i L——i 1——L— o v Lam luminous flux 2601m 3000 K-article number _ c Luminaire luminous flux 39 Im 4000 K-article number 4-K4 a.. elements Colour rendering index R,>60 — — — — o Accessories — E ,$ BEGA Article No. 3z LED-0304/830 730 Distribution box L.———— _ a TT-t--ITT--(1Z-- c60.0 co The distribution box is meant for installation in t LED 4000 K 3.4 W the soil and allows a junction from the supply I I I I I I I I I I I I I I O t - Connected wattage 5.2 W 3 S- Q c-" Ii���✓©�® cable to the luminaire and through-wiring to the a - - d 4 .a o c Lamp luminous flux 280Im - a - 4 o next luminaire. d 4 _ - a - d 4 =W._=y Wminaire luminous Flux 421m _'a - o g03 0•3� 215 south monarch street,wire 0-102 laspen,ccloraac et6n Colour rendering index After the electrical connection the distribution • a gi R,>80 �' d 4 a �w r p pl9]03093302 lI9]054a 4656 box is filled up with gel and closed. Y! 0 4 c - o B,_ 09 3302oNf 197 m BEGA Article No. 3x LED-0304/840 - • - d. -- 4 d . o >+w+•y dO V 4 O d d 4 • d N y C L G N G y C . V . �- d • Q .. .a Ono-.1) NaO 4 d . • c O..'o+d y m DATE REVISION U r 01L O CONDUIT (BY OTHERS) 1" 31/2" c 0 d°o T 1 0/1 6/17 RDS REVIEW N >,• 12/04/17 PERMIT SET 0.. U 2 COL 0 o u 04/30/18 Permit-Re-submittal y.c T o`o r 05/25/201 CD Set 3 m_a 3 Bega in-ground luminaires 180 degree: DRAWING DATE:12/4/17 Landscape Lighting Specs Inot to scale gclED LS. 018 ASPEN BUILDING DEPARTMENT L5.6.5 i1041/4 I`�_�. I ,okA see L5.6.5 — _ �i kA�\uu - �I� for water feature _I ,_ Vi f mot Ilk— �� ,,, I details C.) r • •� IOW 1 '4Wn' ��]\�'i4:..—Will*:..4.-.11,iii� j� 1IIIIa _ — Illlp\�� l !I I 4"wide joint typ. 1° <^�� I • d am? 140 moo, x .�.;� ! 1 I h 1 6 (")"46W1 \ 1 ? .1,104.41,4611. 14.4-_-...e......4A,i _ . ° 0 —i 0 1 \ ---- LU ial--.6i.ni. 'I .H jLS62 - 00 �i� I IW r V Isee LS.6.4 for �Irt I`.-„ 1 I I oc r retaining wall ta,�� �. "� A - Qco details pm Ell ,1. I I x W O see LS.6.3 AjoiV"�� ' Iw!�mrrrrrnr A I I W 0 Q - - ,. 0 C� ; \ W cc o I J ® � � Ill u II-------__ Mr (II km% W � o --------__ 1,,, 1 ifr\oil bow_ _ — �� 0 r . _ En r.i,rtru,,uur, \ - CO'- w ® z \�i dj 1� �L5,6 5 ° ° ° Po- I CC < �— 6 ° i T I W see LS.6.1&6.4 for I Ir1 �� I I I concrete retaining wall — 1 -'i — — — — ° ° I�l./e..• ° atopdeta w/wood fence lei, 1 � 1 • 4.0.- 1 -.7., I �_ _....„ __ ,.._w______..,_ 1 , 1 _ m _,T v 1 I _____ 1 1 ,0 n T 1 \ 1 1 I� � � 1— I I 1 I , 0 1I1 n, . im _ I R Aipprom—a-mm - - - ■ 1 � — 1 I - 0 I L see LS.6.3 I °�� J - - I I I I I • O I I elements �04 I r I� L _ _ _ _ l-xxxxxxxxj I 00 I I f5b0a081h1aspen ww.a4oNdoor.com O i • I 1 \ I DATE REVISION I I 10/16/17 RDS REVIEW '" ,,•S "« I 12/04/17 PERMIT SET ° ° 04/30/18 Permit-Re-submittal I 05125/201E CD Set ° t I „4i—„erg see LS.6.3 I — / I I � — _ ��� ° °_ DRAWING DATE:12/4/17 ____ 1 0 0 _ , Landscape details a _ — ,_.* , north - scale:8..=1•_0•• LS.WI ___ ____ ASPEN BUILDING DEPARTMENT notes 1.all fences and retaining walls to be supported by sonotube footers,to be hand-dug 2.all sonotubes to be located no less than 2"from neigboring property to avoid disturbance 2.steel fence cap to slope inwards toward 1300 riverside property J a _c 0 44.4" to of fence 8008' y I I r I ' ' top of fence 8003.5' �r a l-8004 1 sunken utility area a e m q z 41 M °ice 80 8003 ° ° ° 8002 ° natural grade r I r grade 7999' soot I•.9� r•� • Q • • �jr 6-116 Jr -6 _r I 0/ 15'-0 296 / CC i LL-' cc 0 min 2"offset from property line 8"sonotube footers for retaining W 0 z pt,O for footer TYP. wall/grade beam � ,) of r 0_ Cl) 1 < L561 south west side fence - east elevation W a scale I/4"sl'-O" CC single sided steel frame fence w/vertical cedar slats,see detail LS.6.4b a 0 m / 44.-s., 4 elements top of fence 8008' i t /— 23'-,e" / I I - 215 south monarch sheet,suite g-102 I aspen,colored°81611 top of fence 8003.5' pl9]030w33e4oN400r9c0,54a a656 eooa sub-grade concrete retaining wall — _L I 8002 I 8003 002 0� _L1 1 m natural grade cool I DATE REVISION ir 29,E s„ / 10/16/17 RDS REVIEW" 12/04/17 PERMIT SET 04/30/18 Permit-Re-submittal ' 0512512018 CD Set min 2"offset from property line for footer TYP. DRAWING DATE:12/4/17 Landscape details „61 south west side fence - west elevation _ b scale I/k"sl'-O" I scale:varies 1LS . ,,EID ASPEN BUILDING DEPARTMENT notes 1.all fences and retaining walls to be supported by sonotube footers,to be hand-dug 2.all sonotubes to bet located no less than 2"from neigboring property to avoid disturbance a single sided steel frame fence w/vertical 2.steel fence cap to slope inward toward 1300 riverside cedar slats,see detail LS.6.4b o property c 54'-8" / top of fence 8008' t 1 q W U 8004 i 8004 Z • 8003 u 8002 L. 1 M 0 _� u I U u In'I Ind (� w0 u u u u I`'; I-' a W o o 4'_0, ir CC CC CC w o LU o U 0 oz _ oco w rco i Q L562 nort'l west side fence - east elevation W scale3/8"=1'-0" CC 0 t Y 0 single sided steel frame fence w/vertical cedar slats,see detail LS.6.4b 2'-64" 4' 2" / elements \ top of fence 8008' ti t �®[ 8I9 eomn moa«nmeet,s„uea-1oz upeq=om��ao elfinIIUMM, N ]03033www e4oNdoor9c 064a 4656 ,., 4 8004 1 1 ---- I I I I III. ._ IIIIIO I III.!IiIIjiiTjiiJ11IjjllJllIjJiIIII .., --. �I1I1II1I1I11 8004 DATE REVISION —__.. .,,.—�-..— _ __ 8003 10/16/17 RDS REVIEW _ ------ 12/04/17 PERMIT SET 8002 most restrictive grade 04/30/1s Permit-Re-submittal 05/25/2018 CD Set DRAWING DATE:12/4/17 Landscape details LS„ nortA west side fence - west elevation b scale3/8"=1'-0" scale:varies i.s.'rj28D) ASPEN BUILDING DEPARTMENT J 0 0 S a S 3 i / 13'-9 6" /F / 13'-1116" / / 3'-104" / 3' 0" / / 6'-0 6" / / 3'-0" / 4'-04" / \ top of fence 8008' \ top of fence 8008' O O o wood/steel fence wood gate wood/steel fence wood/steel fence wood gate wood/steel fence U1 neighboring •rl- grade 8004' neighboring- grade 8004' O W r most restrictive grade 8002' most restrictive grade 8002' r n 0 co H' \ H VJ CC in o I.a:1 I;a:1 W -> o 0 concrete retaining wall norti elevation south elevation 0 o w co 2"offset from property line for 1 Q sonotube footer(Typ.) „ garage fence - norfil return (north & souk elevations) W 1, a scale I/2"-I'-0" CC J J a a H N 8 N 3 3 1111 / 13'-1016 / / 4' 316" / 3' 0" / 6'-88" / / 6'-88" / 3' 0" / 4' 316" / elements 215 south monarch street,suite 0-102 I aspen colored°81611 p 1970309 3302 119705444856 wew.e4o1door.com II IIIIIIIII grade 8004' DATE REVISION !\'' grade 8004' 10/1Bn7 RDS REVIEW 12/04/17 PERMIT SET 04/30/18 Permit-Re-submittal 05/25/2018 CD Set grade 8002' 1°1'I 1°• 1°•'l Im.I Im.I 2'tall concrete retaining wall Im I' l La.1 I. 1 DRAWING DATE:12/4/17 north elevation south elevation min.2"offset from property line for sonotube footer(Typ.) Landscape details ,,563 ciaracie fence - south return (nork & sout'l elevations) _ i b scale I/2"=I'-0" scale:varies L..S �f �e 28 ASPEN BUILDING DEPARTMENT 18-716 e 8004' TOW 8004' grade 8004' 18 716 8"thick concrete retaining wall gr c • .' grade 8002'(most restrictive) • o N �.. 171 _ �., - °• N grade 8002'(most restrictive) I a H I'• M — — — • — ll — — U 8'0" 8"sonotube approx.8'O.C.,hand W Z dug 42"below grade to bottom of W*NOTE-retaining walls and features will not exceed 30"above or footer to support concrete T below most restrictive grade within setback with the exception of the retaining wall and allow for 'COonotube footers which will be hand dug and bottom of footer to be east elevation drainage through easment. Q C west elevation approx.42"below finished grade to avoid frost heaving — 0 CO Li) wo W 0 Q CC ocCC ; O W - o 0 o o z _ w c2 a Cl)r 1 < L3 west side Liard retaining wall - east & west elevations W 56 a scale 3/8"=I'-0" CC ‘t t t• }- i g7 Q 444` p{ �} y� r i .-� t a may! r,q 1! 4 Pt n�, 1 ',.4 C1 f Ts �$4 M'O1 1 !l 'p ,.!.*dik1��`ii/.d y4"JIB 52 1"ii- a � ' ' 1"x 2"x black ainted DTM Flat Black t typ.)steel tube posts every 4'o.c. r t � I/. vwa,kc � c 1/13" o 0 0 a n a 2"x 2"x 6'CVG treated to match siding elements ,� 1-1/2"x 1-1/2"x y"painted angle V `° '1 I.iil I iron,welded to face of posts,top / bottom and mid as necessary z,seomn mo"m nrnee, ue9-,oz open,ccro,tic e,6„ II " 1 most I restrictive o pl9]03093302 tl9]064a a666 wuw.e4"N4""r.c"m I grade fiflr) DATE REVISION t,i{J�(Srtti .' ,t€,; {I most most ,0/16/17 RDS REVIEW ' �"t' N; restrictive s restrictive j 1 2/04/17 PERMIT SET _— - grade grade j 04/30/18 Permit-Re-submittal 1i` 1- � 0 512 512 01 8 CD Set min.2"offset forom <° property line to sonotube,TYP. I° ,, / a°4 ° e 1"reveal above grade 42"down from finished M 8"D concrete sonotube sonotube bottomota of reference image . grade for Ili \ I_ A ` L DRAWING DATE:12/4/17 LI 41 wood & steel fence atop 21 concrete retaining wall 61 wood & steel fence on sonotube footer 4211 wooc & steel fence on sonotube footer Landscape details „„ fence/wal details b scale 3/4"-I'-0" r scale:varies i.s■6c4!8 ASPEN BUILDING DEPARTMENT notes w a n 1.water feature will be supported by hand-dug concrete w sontoube footers approx.42"below finished grade w a 2.water feature will be summer use only and integrated into t t irrigation system with a pump and auto-fill °c c 2.no portion of water feature will exceed 30"above or below grade within the setback,with the exception of the structural footer as required to be below frost depth. concrete or stone stepping plinths water feature,stacked on natural grade top of fence 8008' JI wood fence behind W `/ C iL natural grade v 8004 ' , Z 8004 Eo natural grade 8003.5' \ W r 1 �:. 8003 8002.5 8003 , r �n pao 8002 "\l m °' V J w 0 8002= 0 8001 W 0 L �9 '_I I > CC o Im Lll o la a:1 0 o z W ,- w ,r a 2'deep water-proofed W 2'deep water-proofed re-circulating basin re-circulating basin 8"concrete sonotube w/pump W 1565 Water feature - east cross sections w/pump footers hand dug a scale I/2' L-O CC w INV a c e�i w. ''ice .!1 , I1" N _11 ` L L C C ...,te -ice concrete or stone .P. ' ^,4..yr stepping plinths water r'�' feature,stacked on natural grade , elements _.-Ate : tr z1 s:omn mo"ar"n rn�•,lea 192 upeq comr"aa else 8004.5' p,9703993302 -,97064a a666 d waw.e4"N4""r c"m ` 8004' 8004' 8004' . : _ ♦ {\ 8003.5' natural grade l 8003' T iP" c^ • - 8002.5' DATE REVISION r'-Y <p R i _ f.. 10/16/17 RDS REVIEW . 1 S F b M • $001-5' north patio 12/04/17 PERMIT SET �. J a 04/30/18 Permit-Re-submittal Y . �e. 05125r2018 CD Set Ia. l T 1,1 7999.5' . _,,I,e-4', er ,Wi,III To ''' tra ' lib reference image 1 DRAWING DATE:12/4/17 2'deep water-proofed re-circulating basin 8"concrete sonotube footers hand dug, poured 42"below Landscape details finished grade 565 water feature - north cross Section b scale)/2''-Ho" I scale:varies i.s .IF). S ASPEN BUILDING DEPARTMENT '''4 '-,:.!'i. .t.,.,,,c.„ . .t,,,,„ , .. , . W t Tinderrr o fire z tables p cc — in W gQ .�.«. CC cc � o W � O o U W C u L: o i d SPECIFICATIONS*SIZE DIMENSIONS RIM BURNER — >_ 50 50 x 36 x 15 h/19 h* 10 Y x 24 cc WIDTH 60 60 x 36 x 15 h/19 h* 10 Y x 24 r - RIM 70 70 x 36 x 15 h/19 h* 10 Y x 36 80 80 x 36 x 15 h/19 h* 10 '/x 48 O 90** 90 x 36 x 19 h Y x 60 filler media TBD Unit includes CSA-certified match-light or electronic M ignition burner(available for natural or propane gas), valve,key,and rolled lava rock infill x e Optional:Color-matched(powder-coated)aluminum z infill cover,glass shields,and board formed or natural w m finish for vertical sides � *All dimensions are in inches ' - **Tinder Cuboid 90 is only available with electronic 19 an View ignition burner I *Electronic ignition cuboids have overall height of 19" e l e m e n t S COLOR FINISHES INFILL• • ID }� 14-lc 11.. . IMINIIII d. 215 south monarch street,sulk,0-102 l aspen,calor0 81611 2 p19703093302 fI 9705444856 0 Mako Ash Chalk Board Formed Rolled Lava www.e4ouldoor.cam (Premium Option) Rock 2 I I • For more detailed product information,please • • • -I`I DATE REVISION contact us at products@concreteworks.com. Fog Mojave Cacao Natural 10/16/17 RDS REVIEW 12/04/17 PERMIT SET N- 40 Concreteworks Made in California 510.534.7141 est.1991 concreteworks.com \loritil patio fire feature - Finish & Color 113P, include electronic ignition and cover Front Elevation Controls to be coordinated w/house A/V control sqstem DRAWING DATE:12/4/17 efer to mechanical plan for gas line stub up, size and location Landscape details scale:1"=l'-0" Ls ww Eit, • ASPEN BUILDING DEPARTMENT NOTES: 1.Structural Engineer to review soil spec's and weights at specified thickness for approval prior to ordering 6"Hydrotech LiteTop Intensive Blend INTENSIVE -mil GardenEdge® PRODUCT DATA SHEET w ^Jrf - HYDROTECH METAL EDGE III RESTRAINT 0 '.., _ � GENERAL DESCRIPTION w L., .mini GardenEdge® is made of 0.1 inch thick Q co , 111 J� I I�1 i ill unfinished aluminum bent at a 90 degree cc r Vegetation — ( f r (I angle with a slotted vertical leg to allow for — p co LiteTo,®Growing Media --- —„ 1� I I (I I f I drainage. LLI O Cr 1` I I I FlexEdge®is available with fingered horizontal LLJ 0 p - + I legs to accomodate curved configurations° m Q Systemfilter ," - .','t Leveling Strips are made of the same material cc CO CC Gardendrain GR305erGR5O® _ and are available in varying heights.The strips (Li 0 0 LiteTop®Aggregate ,.� are bolted to the Garden Edge where there is a i O STYROFOAM® need to create a level surface over a sloped CC U 0 Hydroflea30®/Root Stop HD !!Iiir deck. Q O ® Stainless steel,Cor-Ten(rusting)steel and — O z or HydrofiexRB other materials are avilable.Custom color / co LLJ MM61250EV-FR ,:_ - I finishes and bending configurations are '✓J r CO Approved Substrate x 1 r 'at `1'� --- available. CC < Surface Conditioner • hike!components depicted) -, • t I I I I��i,W, BASIC USE w Lr'i1 GardenEdge is specifically designed to Features... I -' provide a transition between Hydrotech's CC •Depth(B"-36"of growing media) extensive LiteTop® growing media and •Weight(53 lbs and greater per s.f.wet weight) hardscape elements like stone or concrete •Unlimited design possibilities 41:7 paver ballast at vegetation-free-zones, •Accommodates a wider variety of plants/shrubs/treesIIII building perimeters,roof penetrations,etc. •Hardscape options,site amenities and water features TECHNICAL DATA •Must be irrigated •Requires regular maintenance NI ,..A A' THICKNESS: 0.1 inch DIMENSIONS: Standard vertical legs of 3 to 8-1/2 inches available in 1/2 inch increments. Signature Semi-Polished Off-White/Light GrayCustom sizes are available. Each section is 8-feet long. Leveling strips are g available in 4, 6 and 8-inch standard heights(allow 1 inch of height for bolting to Garded Edge. Typical Application ACCESSORIES: Corner sections,clips and connection bolts are also available The landscape possibilities with an intensive Garden Roof®Assembly is virtually limitless.Intended for recreational, INSTALLATION °oe:oh ire o gn g;'ma finish sporting and leisure purposes,they are often indistinguishable from natural gardens in appearance.It is not uncomon to see water features,significant topography changes,trees and other large plantings that add character and • GardenEdge can be placed either on top of the insulation layer or the water retention/drainage e I e m e n t S pa...0.,bag d”.0.kph e.erag<onebzgcn rs,lns,gR.2°d p interest to the roof. element,and is held in place by the weight of the growing media placed over the horizontal leg. overage,,e,on,20W Ibl covers 125 sq.h..2'deep • Splices and corner pieces are easily assembled with nuts and bolts to complete the T ®�® ., .f#Nf►�� assembly. I t,. , — E11=MM=1:1=1ill". i ., - .__ a II�P!!!�, + . GardenEdge is not intended to be mechanically attached to or through the roofing 215,,ah ,,e,h rnae, uea-,oz l epee,cpro,tlp e,6„ �'�� �� j+errF membrane assembly. p197o3095552 1 9145444656 'J <4pmapp,.ppm g 55 , L.,- . GardenEdge is not intended to be used to support a load,such as at the bottom of a �� sloped roof alongthe eave • To avoid"white rust"corrosion common in aluminum,avoid storing nested Garden Edge PI .-01.t = ...Nan. products in a wet environment. Hydrotech is not responsibel for staining caused by this corrosion. DATE REVISION Online order ) -• tp, 10/16/17 RDS REVIEW '.. I. American Hydrotech,Inc. 12/04/17 PERMIT SET rnesd.r,•New m,k.m 303 East Ohio Street,Chicago,IL 60611*(312)337-4998*(312)661-0731 fax*8/14 rornL:-� www.hydrotechusa.com goof 13alast Material - Stone becorative semi-polished off-white/light greL{ I Il-211 Growing Media - NUdrotech Literop Intensive Blend Green Foof edging - in coated black finish DRAWING DATE:12/4/17 Landscape details ,s6, green roof details _ b scale I"=I'-0" I scale:not to scale LeG D a• G / 8 ASPEN BUILDING DEPARTMENT Amo 106— 195625' .8125" _ 1 t D ( ) ( tllr Liu D t D En r 3 , r_ D 1 1a l-i D WOO u D P 11 1 3 t , Ft i 1 1 RONAGE ( l W 0 mat [unman z w T NOTES: CC ,- ;IIRONAGEaterial: cast iron (� O -i 2104 SW 152"a Si51 A4 TEL 206.276.0925 1. Finish: : castl '� wuwew,WA o961a 6 FAX 20 t.2s 7.0o1m 3. Edge thickness: 13/16" Jyd....x s i g e p a l 4. Fite ABTN PNo openings in ACO"'ter than , MEEA® 1000 Series w Q 5. Heel-Proof: No openln gs greater than 1/4" Q Rain 5"x20" Heel-Proof Trench Grate 6. Weight coOprox, i 8.4 Ibs/Free Drain Area: 18.2x Qr�s� Drawn b JH 7 Due nominal ominafing inconsistencies all dimensions JOB NO. Date: y 12/1/15 are no logistieoor Number ryy CC DWG.NO. 0I—RAI.A.5x20 Scale: ea to soot. a 2015 Iron Age Designs VA1-990-521 Il W 1.566 trench drain - Iron Age besigns w ,°C O a scale I" I'-O" a co O z O LU v/W 1— d(ri CC < w z CC CURV-RITE°PRODUCTS: Z TECHNICAL SPECIFICATIONS 1 tb Technical Specifications for: Curv-Rite 4000 Series Heavy Duty"L"Shaped Alumi- ta num Edge Restraint Edge Restraint to be Curv-Rite 4000 Series Heavy Duty"L" Shaped Aluminum Edge Restraint:(size)with a(finish)in an 8'section as manufactured by Curv-Rite.Inc.;Wayland,MI. 1- Z 800-366-2878.Sections to be aluminum alloy 6061 with a T-6 hardness.A 3"aluminum splicer inserted 1-1/2"into each elements adjoining section shall be used to create an uninterrupted Cb edging system that has a continuous support surface on b t oth sides of the vertical wall.Edging base shall have holes 4" 4. Ti;r.LI 1=1.1111 apart along its length of section for receiving 3/8"x 10"steel (T. spikes. (Specify city.of spikes per section-up to 25 max)spikes 215 south monarch sheet,sous I aspen,102 shall be used per8-ft.section. p 19I0309 2eN1107446m,aselsll w e 1 .00m 4656 CA Size: ewe 1"(25mm)high x 2"(51 mm)base. M 1.5"(38mm)high x 2"(51 mm)base. ("}• DATE REVISION 2"(51 mm)high x 2"(51 mm)base. (ti 1 on 6n 7 RDS REVIEW 2.5"(64mm)high x 2"(51 mm)base. 12/04/17 PERMIT SET 3"(76mm)high x 3"(76mm)base. CA 4"(102mm)high by 3"(76mm)base. Finish: Natural Aluminum Finish(Mill) Deco-Slack Finish(.0008 to.0012 inch thick) Electrostatic Enamel Acrylic Copyrlgh162010Curv-Nlleho DRAWING DATE:12/4/17 3603 North Main Street Wayland,MI 800-366-2878 WWW.GUrv-rite.com Landscape details 1.566 decorative e dncl - Curv-.te north c scale I"=I'-0" wilt: scale:8..=1•_0rr Ls■ ASPEN BUILDING DEPARTMENT HINES INC .40 WATER EFFICIENT LANDSCAPING STANDARDS AND ORDINANCE IRRIGATION LEGEND R:49,4 SLEEVES: CLASS 200 PVC -�INDICATES CONTROLLER AND STATION NUMBER WATER EFFICIENT LANDSCAPE WORKSHEET--WATER BUDGET ANALYSIS MAINLINE PIPE: CLASS 200 PVC Al f-INDICATES LATERAL DISCHARGE (GPM) 1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED 14 r Note: Project Applicant must complete this worksheet as it is a required element of the Landscape&Irrigation Documentation Package. INDICATES VALVE SIZE (INCHES) - - LATERAL PIPE HEADER TO INLINE DRIP: CLASS 200 PVC Turf ,,� INDICATES APPLICATION RATE (IN/HR) 1-INCH UNLESS OTHERWISE INDICATED 30 PSI _�INDICATES DESIGN PRESSURE (PSI) SECTION A.GALLONS OF WATER NEEDED BY PLANT CATEGORY AND IRRIGATION TYPE: U U LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT The specific irrigation water needs of each hydrozone in the design should be determined using the following formula and factors: POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) AO IRRIGATION CONTROLLER UNIT WITH WIRELESS WEATHERSTATION CONTROLLER A:WEATHERMATIC SL1612-SLWS with 8 STATIONS k-i->; 1{ INLINE DRIP TUBING: NETAFIM TLCV26-12 Irrigation Water Budget=[(ETo x Plant Factor)-Re]x Irrigated Area+Irrigation Efficiency x 0.623 CONTROL WIRES IN CONDUIT OR WITH WARNING TAPE s- UNCONNECTED PIPE CROSSING ®©O POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP1000 POINT-OF-CONNECTION ASSEMBLY SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET Where:1300 Riverside Dr.Aspen,CO 81611 I- PRESSURE: 40PSI FLOW (GPM): M-0.19 L-0.37 0-0.75 W I BACKFLOW PREVENTION ASSEMBLY: FEBCO 765 ETo=Reference Evapotranspiration=27.4 inches/season(MaythroughSeptember) QQ ©Q POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP2000 P )CD MASTER VALVE ASSEMBLY: WEATHERMATIC 21000 SERIES SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET Re=Effective Precipitation=6.8 inches/season(May through September) 0 PRESSURE: 40PSI FLOW (GPM): K-0.40 G-0.74 R-1.47 0 FLOW SENSOR ASSEMBLY: WEATHERMATIC SLFSI-T 10 Irrigated Area=Hydrozone Area in Square FeetZ N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 0 0 G POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET LLJ I- * QUICK COUPLING VALVE ASSEMBLY:RAINBIRD SRC PRESSURE: 40PSI FLOW (GPM): B-0.86 Y-1.82 A-3.64 Water Use Category Plant Factor Irrigation Method Default Efficiency CO REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS /. € POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MPSTRIP 0 0 CC r HUNTER ICV (SIZED PER PLAN) SERIES NOZZLE ADJUSTABLE RECTANGULAR AREA SPRAY Cool Season Turf 0.90 Overhead 75% CD- Q co SIDE STRIP FLOW (GPM): 4X24ft - 0.34, 5X30ft - 0.47 High 0.80 Drip 90% W Q ® REMOTE CONTROL DRIP VALVE ASSEMBLY: RAINBIRD XCZ-PRB-100-COM LEFT/RIGHT STRIP FLOW (GPM): 4X12ft - 0.17 5X15ft - 0.23 VI, FLUSH CAP ASSEMBLY Medium 0.65 W © POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MPCORNER Low 0.40 ul CC SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET CC PRESSURE: 40PSI FLOW (GPM): 45'-0.19 90'-0.39 105'-0.45 Very Low 0.25 W 0 W cc 0 INSTALLATION GENERAL NOTES SECTION B.HYDROZONE INFORMATION TABLE AND WATER BUDGET CALCULATION: O_ co Z Complete the hydrozone table for each hydrozone. Use as manyrows as necessarytoprovide the square footage of landscape areaper hydrozone. (/) � 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE p y y q g p y v J IRRIGATION SYSTEM OF 70 PSI (PER CITY ENGINEER), AT A MAXIMUM 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE T CO DISCHARGE OF 10 GPM AT THE 3/4-INCH IRRIGATION COMPLETION OF THE PROJECT: CC Q POINT-OF-CONNECTION (POC). VERIFY PRESSURE AND FLOW ON SITE Reference ET PRIOR TO CONSTRUCTION. A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. 27.4 inches/year W 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND 17.1 gallons/square foot INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH CONSTRUCTION. PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY _ FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW Effective Precipitation 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. BEST PERFORMANCE. 6.8 inches/year 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF 4.2 gallons/square foot WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE Hydrozone Plant Water Need NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT Hydrozone Plant Water Use Type(s) Plant Factor Irrigation Method Irrigation Efficiency Area OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION (Sq.Ft.) (gal/season) REPRESENTATIVE. CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH. Example L 0.40 Drip 0.90 2000 5759 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN Zone A Medium 0.65 Drip 90% 485 3,696 BE NOTED: ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. Zone B Low 0.40 Drip 90% 633 1,823 A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN Zone C Very High 0.90 Overhead 75% 593 8,798 OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED Zone D Very High 0.90 Overhead 75% 771 11,438 WHENEVER POSSIBLE. SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO Zone E(Removed) Very High 0.90 Overhead 75% 0 - B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. Zone F Low 0.40 Drip 90% 1329 3,827 AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING 11. INSTALL TWO (2) #14 AWG CONTROL WIRES ON STANDARD WIRE SYSTEMS Zone G Medium 0.65 Drip 90% 720 5,487 elements MATERIALS,AND ARCHITECTURAL FEATURES. FOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER Zone H Very Low 0.25 Drip 90% 266 9 C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN Zone I Low 0.40 Drip 90% 468 1,348 THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS VALVE BOX. NOT ALLOWED. Zone.1 Very High 0.90 - 100% 89 990 Zone K Low 0.40 Drip 90% 870 2,505 21ssaWn monarch sired,suite 0-182 I aspen,cowrie 81611 TOTAL 6224 39,922 91970.300.3302 11970544.4856 9900.e4,ol0oo,.corn CONSTRUCTION NOTES AVERAGE IRRIGATION WATER NEED-ALL ZONES*-In gallons/sq.ft./season 6.4 *The average must be less than the Maximum Applied Water Budget of 7.5 gallons/sq.ft./season. OTHE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY DATE REVISION OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW Total area of irrigated 10/16/17 RDS REVIEW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY public right-of-way: 861 Sq.Ft. EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. 12/04/17 PERMIT SET Total area of OWALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE non-irrigated landscape: 1444 Sq.Ft. 04/30/18 Permit-Re-submittal LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE 05/24/18 Permit-Re-submittal WITH THETAKENOR TOEN TALL THE OD IRRIGATION CONTROLLER WNER'S CARE A LOCATION BE IS CITY OF ASPEN GENERAL NOTES O5/25/2018 CD Set ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. 1. APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE AT EACH EMISSION DEVICE IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE FOR OPTIMAL PERFORMANCE. IF PRESSURE IS NOT FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. WITHIN THE PREFERRED RANGE, ACTIONS DESCRIBED IN SECTION 6.1.10 OF THE WATER EFFICIENT LANDSCAPING STANDARDS MUST BE TAKEN. 2. SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE MATCHED PRECIPITATION RATES, UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER'S RECOMMENDATIONS. OIRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. 3. ENSURE THERE IS HIGHEST POSSIBLE DISTRIBUTION UNIFORMITY, AND HEAD-TO-HEAD COVERAGE. INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. 4. AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION MANAGEMENT PLAN IS REQUIRED AS DESCRIBED IN SECTION 6.7 THROUGH 6.9 OF THE STANDARDS. 0 THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENSURE THE FOLLOWING: ARCHITECT AND MECHANICAL ENGINEER TO ROUTE 1-INCH IRRIGATION LATERAL FROM THE CONTROL VALVE TO THE ROOF TOP AS SHOWN. 1. TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION UNIFORMITY OF 0.65 OF HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 DRAWING DATE:05/24/18 2. POP-UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6". I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN IRRIGATION LEGEND&NOTES kt ik 05.24.2018 NAME DATE I R•f0�/d�720 E„e0ED 18 BUILDING DEPARTMENT HINES INC IRRIGATION LEGEND :001 SLEEVES: CLASS 200 PVC I�INDICATES CONTROLLER AND STATION NUMBER 1 MAINLINE PIPE: CLASS 200 PVC Al INDICATES LATERAL DISCHARGE (GPM) 1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED �„ -- INDICATES VALVE SIZE (INCHES) - - LATERAL PIPE HEADER TO INLINE DRIP: CLASS 200 PVC Turf _____ 1-INCH UNLESS OTHERWISE INDICATED 30 PSI INDICATES APPLICATION RATE (IN/FIR) _____INDICATES DESIGN PRESSURE (PSI) "'M LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT t F- .. POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) AO IRRIGATION CONTROLLER UNIT WITH WIRELESS WEATHERSTATION (J) RE-CIRCULATING CONTROLLER A.WEATHERMATIC SL1612-SLW5 with 8 STATIONS WATER FEATURE INLINE DRIP TUBING: NETAFIM TLCV26-12 er-F CONTROL WIRES IN CONDUIT OR WITH WARNING TAPE fl 1UNCONNECTED PIPE CROSSING POP-UPROTATING SPRAYSPRINKLER: HUNTERW/MP1000 _, 1 •,� �'� 1'O I- POINT-OF-CONNECTION ASSEMBLY SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET 'c-- i `-,9F PRESSURE: 40PSI FLOW (GPM): M-0.19 L-0.37 0-0.75 f - C ` I BACKFLOW PREVENTION ASSEMBLY: FEBCO 765 1W 0©B POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP2000 ` \ ID MASTER VALVE ASSEMBLY: WEATHERMATIC 21000 SERIES SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET (� I V PRESSURE: 4OPSI FLOW (GPM): K-0.40 G-0.74 R-1.47 mr-0 FLOW SENSOR ASSEMBLY: WEATHERMATIC SLFSI-T10 ''FS a Z N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 QQOPOP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP3000 _= o 0 0 0 SERIES NOZZLE ADJUSTABLE RADIUS 20 TO 30 FEET I I 1 ca, I 1 1 e QUICK COUPLING VALVE ASSEMBLY:RAINBIRD 5RC PRESSURE 40PSI FLOW (GPM): B-0.86 Y-1.82 A-3.64 _ o T ��o 0 0 I- -.. REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS O®®POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MPSTRIP ' I I - � � HUNTER ICV (SIZED PER PLAN) \ ROOFTOP IRRIGATION r SERIES NOZZLE ADJUSTABLE RECTANGULAR AREA SPRAY _ _ _ �-\ `.` Ir - _ _ _ _ _ _ _ , Q CO SIDE STRIP FLOW (GPM): 4X24ft - 0.34, 5X30ft - 0.47 _ J- I r n ® REMOTE CONTROL DRIP VALVE ASSEMBLY: RAINBIRD XCZ-PRB-100-COM LEFT/RIGHT STRIP FLOW(GPM): 4X12ft - 0.17 5X15ft - 0.23 r !�' 41 I - Ip•` a `-' s ' v/ W 0 •Lr FLUSH CAP ASSEMBLY - - r_ -. 1 F"�i ��i ' W - in © POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MPCORNER - \ I O _ I I �,' � t AP " �sl (f) SERIES NOZZLE ADJUSTABLE RADIUS 8 TO 14 FEET 0 �. „ y L. [[ 111 PRESSURE: 4OPSI FLOW (GPM): 45'-0.19 90--0.39 105'-0.45 - I \ - - x - f � �-1��g. i W 0 -.I�-� I O O I z 1,4 �Itire4S � � i, INSTALLATION GENERAL NOTES I _ - - % I ; - •el6V44.444.04k0 WSteN44004441,10,1-4 i I i e z I co 11-1 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE f£g1 r - _ ,ia '1� CL IRRIGATION SYSTEM OF 70 PSI (PER CITY ENGINEER),AT A MAXIMUM 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE o - �1 "' �,.,I � I IteL, ,. y ,. ,; i COC JCO DISCHARGE OF 10 GPM AT THE 3/4-INCH IRRIGATION COMPLETION OF THE PROJECT: I. �I POINT-OF-CONNECTION (POC). VERIFY PRESSURE AND FLOW ON SITE G 89 dIE - I > I %V I li A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY o W PRIOR TO CONSTRUCTION. - ,.x yy OPERATED VALVES. Med o Mi. - „„ Ir _I kV' Iy�. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND r ��. �,�� I �, i iy,' INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICHPIM ' } AU D g,�I 11 ' � l > CONSTRUCTION. PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OF THROW ' I �} I y t 1, - I,.,�r����lAy ,-� III... , Z; FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW F C I ��� I' '""""' � 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE �" I�' 0.: �I 43 I� yY'-, I. _ 1 UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. BEST PERFORMANCE. ® II ,I. i , Y n?;.W,e -- I CONTROLLER © 'y� I � , ,� 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF 30 P.1 / 120 VAC POWER REQUIRED - - �r'"'1:: i' WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND /( Or I ,-- -1 r y r 71 DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE o PI O �� r - I ■.II :Am y Oq ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE ===_O III I � I I�1 �I I� rr I NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT J!r °C 1-11 ,_ 1 _ --- -r OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION o Or��.►1 P O C O © I a CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE �++I rir I zF \ / REPRESENTATIVE. I SIZE: 3/4-INCH ® o i u+LI pp OF THE PIPE PASSING THROUGH. C nr �"8d III L7 , PRESSURE: 70 PSI 7 "'`E , to I rl h rl h II �. ' 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD FLOW: 10 GPM 0.44 , II II BE NOTED 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN H o „ . M r r. ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE VL • • """/•,OPSI I I', I ■ +•. ,`•` -,,,,•. - LOCAL ELECTRIC UTILITY CODES. I�� I 1'I B 30 . - M�:_'�� y£ A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN - 1" (* OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL Shrub Low - 1 - I I 1 - ��` 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A ®-.-rvc-r.=rk....v-. '=:�-'�--�-" -,• IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS 30 PSI ® 1 r '�� - WHENEVER POSSIBLE SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED y■ SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO 4' ® Ado "I ■"'` ! / 11 --- WHENEVER TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH i yR. --z•suz-` - -r THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. I ' M14'E�y„ PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. ' I`. .6,4„6/ AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING __ .Ira f iliut[<Ia J.»��-�a-�-pppm. c� I -eft. MATERIALS,AND ARCHITECTURAL FEATURES. 11. INSTALL TWO (2) #14 AWG CONTROL WIRES ON STANDARD WIRE SYSTEMS P A __a_ _a_ _a__ _ - - _ - - - - e e m e n t S FOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER Med C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN o_ 1" I THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS VALVE BOX. - , - ® k I NOT ALLOWED. __ ............ ......30 PSI ; .,,. ' / � 1 215 welh mouth sireel,culeA102 I aspen cola.81611 \ L _ _ e� re,, 10 J / �l' I \ pl9]03093302 II W0544.4856 CONSTRUCTION NOTESvnnv .°4aI°°°`°a i, 1 OTHE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE I _�'"p -.- ' I DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY „ . N. DATE REVISION OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW ' • s 1 / A - ° of 10/16/17 RDS REVIEW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY 1i "^ m EXACT LOCATION OF POC WITH OWNERS REPRESENTATIVE. I ;�,�,yr .1,4J oE�oE 12/04/17 PERMIT SET l / oe 2 WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE y �.� -..��y-. `'° ° 04/30/18 Permit Re submittal S BBRNBR��- to OE- LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE _J JCS It I / -oe 05/24/18 Permit-Re-submittal CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE I TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS 0 -__ -J of- of 05/25/2018 CD Set r:'.2: , l oE� ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER I l' " os /- BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. -oE FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. ae OIRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. _ v --� •-- INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. •e OTHE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE PROJECT OE ARCHITECT AND MECHANICAL ENGINEER TO ROUTE 1-INCH IRRIGATION -oe _ LATERAL FROM THE CONTROL VALVE TO THE ROOF TOP AS SHOWN. - DRAWING DATE:05/24/18 - - - - - - - _ ' - north IRRIGATION PLAN IF . 1. .cs1.0 HINES INC VALVE BOX WITH LOCKING COVER:CARSON SECURE CHRISTY ID TAG WITH NYLON ALUMINUM ENCLOSURE: BRAND LIDD WITH WITH "MV" ZIP TIE. LABEL WITH CONTROLLER AND W I STRONGBOX SBBC-30AL OR STATION NUMBER. .�.� T�.^.�, FINISH GRADE GUARDSHACK GS-2 FINISH GRADE/TOP OF MULCHX` ;/ / til BACKFLOW PREVENTION DEVICE �� I'%%S SECURE CHRISTY ID TAG WITH NYLONVALVE BOX WITH LOCKING COVER: ` VALVE BOX WITH COVER: VMODEL PER LEGEND ���Q �'6'6j" INLDCARBON 1419-4B. BRAND "FM"ON 2-INCH MINCARBON 910-4. STATION NUMBER. ,�--�-LID W/ 3-INCH HIGH LTRS. BRAND LID WITH VALVE "IGV" z BRASS UNION (1 OF 2) �� >"""`' ■ �� T3/4-INCH MALE ADAPTER WITH PVC30-INCH LINEAR LENGTH OF CAP I COILED WIRE �\\\ 4-INCH PVC CL 200 PIPE Q T ' I,etM FINISH GRADE/TOP OF MULCH 1 (LENGTH AS REQUIRED) El I 6-INCH CONCRETE PAD, 6-INCHES WATER PROOF CONNECTION (1 OF 2) 00�0°• •� TWO (2) CONDUCTOR TWISTED PAIR ppo" 3-INCH [[ LARGER THAN ENCLOSURE (EACH SIDE) py ����,!t,�,,.,,,,;,.,1.,/ MASTER VALVE, SIZE TO MATCH POC SHIELDED DIRECT BURIAL CABLE FOR O 3 4 INCH WASHED DEPTH OFOF cowiesizi��. TYPE L COPPER (SIZED TO MATCH _ MODEL PER LEGEND CONNECTION TO TRANSMITTER 1 / r('� ❑ '� BACK FLOW) I `, - 1 `` I WATER PROOF CONNECTION (1 OF 2) L ") w 0 ♦ BRICK (1 OF 2)° I 3-INCH MINIMUM DEPTH OF 3M SERIES V000 EPDXY KIT I ' I ❑ ❑ • 3-INCH SLEEVE (1 OF 2) FINISH I �A` L 3/4-INCH WASHED GRAVEL L.LJ Q GRADE � -\ rf FLOW SENSOR PER LEGEND CLASS 200 PVC MAINLINE TO MASTER \ ��� PVC MAINLINE TO SYSTEM 1 GATE VALVE WITH CROSS HANDLE, VALVE (SIZED • �V�`�V� I �'� PIZED TO MATCH MAINLINE. MOD w CC *o _ MIN.10 PIPE DN.H MIN.5 PI'L DIA. PER LEGEND O SCH 40 PVC MALE ADAPTER TO .- �• ; Lu CC _ �Oo � SiFWGHi PIPE STRAIGHT¢E MATCH BACKFLOW) �•ago ° " ► ■■ ■ �1 COPPER FEMALE ADAPTER ..r BRICK (1 OF 4) lb FLOW 1.� im.i PVC MAINLINE ISI I n PVC MAINLINE lJ PVC SCH 40 MALE ADAPTER (SPEARS oo vo 0 0 00 0: o"o �I �I I� Q O TYPE K COPPER FROM METER (SIZED SR-2-0801) P' 'o°o°O � a°0 °oo! � BRICK (1 OF 4) z TO MATCH BACKFLOW) NON-WOVEN LANDSCAPE FABRIC PVC SCH. 40 MALE ADAPTER Co W NOTES: SCH 40 PVC MALE ADAPTER c r 0_ (SPEARS 436 SERIES) 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. (SPEARS 436 SERIES) 1 OF 2 /�� 2. SLOPE TOP SURFACE OF PAD AT U.S 2,'WITH BROOM FINISH. MAKE PIPE SLEEVES WITH 3-INCH MINIMUM DEPTH OF NOTES: 1 1 Q 1-1/2 INCH LARGER DIAMETER PIPE THAN PENETRATING PIPE SIZE. 3 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. CC 3. ALL HINGED CONNECTION LOCATIONS AND HARDWARE TO BE TAMPER PROOF. /4-INCH WASHED GRAVEL I ' ' 4. AI I WELD JOINTS SHALL BE CONTINUOUS AND GROUND SMOOTH. NON WOVEN LANDSCAPE FABRIC I 1 1 OLJBANCIKFLOW PREVENTION ©MASTER VALVE ©FLOW SENSOR 4 ISOLATION GATET ASSEMBLY ASSEMBLY ASSEMBLY VALVE ASSEMBLY CC SECURE CHRISTY ID TAG WITH NYLON ��TYPICAL RAIN/FREEZE/WIND SENSOR; ZIP TIE. LABEL WITH CONTROLLER AND 16. PROPERLY MOUNTED ON POST OR STATION NUMBER. GUTTER TO RECEIVE FULL SUN, OPEN VALVE BOX WITH COVER: TO RAINFALL AND OUT OF SPRINKLER CARSON 910-4. - VALVE BOX WITH COVER: CARSON 30-INCH LINEAR LENGTH OF WIRE, COVERAGE. BRAND LID WITH VALVE "QC" COILED 1419-4. WALL MOUNTED CONTROLLER 3-INCH MAX BRAND LID WITH VALVE NUMBER I� (REFER TO LEGEND FOR MODEL) WATER PROOF CONNECTION (1 OF 2) . pli FINISH GRADE FINISH GRADE/TOP OF MULCH COMMUNICATION WIRE INSTALLED IN 6 tZg � QUICK COUPLING VALVE PER LEGEND VALVE BOX WITH COVER: CARSON ' R WATER PROOF CONNECTION (1 OF 2) CONDUIT; MAX WIRE DISTANCE: 200'. 1419-4. BRAND LID WITH VALVE NUMBER �` 30-INCH LINEAR LENGTH OF WIRE, WALL (WIRELESS OPTIONAL; REFER TO LEGEND) t 1 - STAINLESS STEEL HOSE CLAMP T 3'M� T�J�1 COILED ' 120 VOLT POWER SUPPLY WIRES IN (1 OF 2 REMOTE CONTROL VALVE, SIZED AS METAL CONDUIT `��' ISHOWN ON DRAWINGS li���l I I REMOTE CONTROL VALVE, SIZED AS - 36 INCH No. 6 EPDXY COATED REBAR �■- ` SHOWN ON DRAWINGS - r ■Y�I ?`�o FINISH GRADE/TOP OF MULCH I I MINIMUM 10 FT."- PVC CONDUIT FOR CONTROL WIRES 1 3-INCH DEPTH OF 3/4-INCH WASHED �� � y �r SPEARS PVC TRUE UNION BALL VALVE GRAVEL ��\ 3"MIN. SECURE CHRISTY ID TAG WITH NYLON ■■ ■ TO LANDSCAPED AREA ' �,` ZIP TIE. LABEL WITH CONTROLLER AND W-� •,ICI■�I I_I[� APPROVED GEOTECH FILTER FABRIC ��, 6 BARE COPPER GROUNDING WIRE IN 0 0°0°II�ggO0000' 1 _� ` PVC SWEEP ELL 118 0000 0 00 III BRICK (1 OF 2) I STATION NUMBER. I d o� �11 (EXTEND 10" UP BOX WALL) i I, METAL CONDUIT M. °p0°1_°°0°s''• M. rig" I o q°o s�0006 `� 1 5 SIZE PAVEMENT SCH 80 PVC NIPPLE, TOE _ , o i (LENGTH VARIES) 7I1_ • SPEARS PVC TRUE UNION BALL VALVEPIM "E•A PVC SCH)80 PIPE (LENGTH AS ,. I�.11 ���'.•' 1■ PVC SCH 40 EL -'- REQUIRED ����®� FINISH GRADE @ e m e n t s PRE-FABRICATED SWING JOINT: .�6.0 - PVC MAINLINE ^�IICIG��III-I�IIkd II-I I.- SPEARS 5815-010-10 ' BRICK (1 OF 4) ■ii � ( = - III - xi PVC SWEEP ELL I o �o "• S�oo°��o�o -- - �' BRICK (1 OF 4) - ` -.4. km-1.k.ti= _.�� PVC MAINLINE PIPE / i■21.% `O•°•°a2 °Q.e PVC SCH 80 PIPE PVC SCH 40 TEE OR EL �� ' DIRECT BURIAL CONTROL WIRES TO _�� V (LENGTH AS REQUIRED) CONTROL VALVES LOOP 1' OF 2 SPARE WIRES COPPER GROUNDING WIRE SCH 40 PVC TEE OR EL WITH FPT PVC MAINLINE COMBINED PRESSURE REGULATOR TO BRONZE CLAMP. OUTLET ,' AND Y-STRAINER COPPER CLAD GROUND ROD 215 south monarch street suite 9-102 I aspen.colored°61611 PVC SCH 40 TEE OR EL 3.0-INCH MINIMUM DEPTH OFp1 910 309 3302 II 97054a4856 3/4-INCH WASHED GRAVEL P PART NUMBER 182007.1 ELECTRIC www.eaouNooccom NOTE: NOTES: PVC SCH 40 MALE ADAPTER 1. INSTALL ALL WIRING PER LOCAL ELECTRICAL CODES. 1. USE BARBED INSERT FITTINGS ON DRIP LATERAL PIPE WITH STAINLESS STEEL HOSE (SPEARS SR-2-0801) CLAMPS.PLACE CLAMPS ON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITTING. 2. INSTALL GROUND ROD WITHIN IRRIGATED TURF AREA. IF IRRIGATED TURF AREA IS NOT IN 3.0-INCH MINIMUM DEPTH OF PINCH CLAMPS ARE NOT ACCEPTABLE. CLOSE PROXIMITY TO CONTROLLER,INSTALL ONE(1)DRIP EMITTER FROM NEAREST DRIP 3/4-INCH WASHED GRAVEL VALVE IN VALVE BOX HOUSING GROUNDING ROD. DATE REVISION 10/16/17 RDS REVIEW 0 QUICK COUPLING REMOTE CONTROL TURF0 REMOTE CONTROL DRIP WALL MOUNT 12/04/17 PERMIT SET VALVE ASSEMBLY 6 VALVE ASSEMBLY VALVE ASSEMBLY 8 CONTROLLER ASSEMBLY 04/30/18 Permit-Re-submittal 05/24/18 Permit-Re-submittal 05/25/2018 CD Set DRAWING DATE:05/24/18 IRRIGATION DETAILS IR.2.0 HINES INC CHRISTY ID TAG FINISHED GRADE W MP ROTATOR NOZZLE, PER PLAN 3 MIN ` IRRIGATION CONTROL WIRES SECURED U 1 DIFFUSER BUG CAP: TO BOX WITH NYLON ZIP TIE. VALVE BOX WITH COVER:CARSON 708-4. liii. �Qh���s�J�l 1�iiii!Ir1 iiiA.:�Ii/i'ila FINISH GRADE/TOP OF MULCH RAIN BIRD MODEL DBC-025 IRRIGATION VALVE/SENSOR ASSEMBLY BRAND LID WITH"FC" ' I— — 1 4-INCH TUBING STAKE: - - (ABOVE ��� EWE' III GRAVEL) - 11I I-11 I- RAIN BIRD #TS-025 3.0-INCH MINIMUM DEPTH OF - I � — L FINISH GRADE/TOP OF MULCH LLI 1 4-INCH DISTRIBUTION TUBING oo� / �{��� v�� -� ���- POP-UP SPRAY BODY: / oo��Po° �, 3 4-INCH WASHED GRAVEL �%iTyi yi° � � iN; T WITH CHECK VALVE AND PRESSURE BRICK (1 OF 4) , REGULATING FEATURES MULCH BED APPROVED GEOTECH FILTER FABRIC ( FLUSH CAP: 3 4-INCH BARB X (SEE NOTE 2 BELOW) CC 1- (EXTEND 10" UP BOX WALL) / STANDARD QUICK 3/4-INCH M NPT ADAPTER AND ❑ co DRIP EMITTER THREADED CAP (/� (REFER TO SPECIFICATIONS) / ,,. r , 1 r 1 COUPLER OR ISOLATION V f �f.f O 1/2-INCH MALE NPT x .490 INCH BARB oa' GATE VALVE BOX ELBOW: RAIN BIRD MODEL SBE-050 %%j�j%/%j j/%�%//j%/ '• 13/24INCHES DRIP LOOPED)LATERAL PIPE (MIN w ❑ �I `_ %// j //�=;`. )� '` WASHED GRAVEL 3-INCH DEPTH OF 3/4-INCH it w CC 0 ``_ Y/��/ `Y/// _ STANDARD CARSON 1419 ' _� Y. Y. Y. Y Y. Y. �rt FINSH GRADE MIN 12" MIN 12" REMOTE CONTROL VALVE 3/4-INCH MALE BARBED ELBOW �_ PVC LATERAL PIPE ��/��/���/j� ��\���\���\��/\��/\��/\w/\��\ MIN�12" BORE OR PLANTING BED mo ��o _ �__ a Q cc �0 0�o01_l`- BRICK (1 OF 2) O K-/ PVC SCH. 40 TEE OR EL DRIP LATERAL PIPE , � ` PAVEMENT OR EDGING RESTRAINT `!iiiii 3/4-INCH DRIP LATERAL PIPE z C7 W SWING PIPE, 12-INCH LENGTH: NOTES: ° (/1 EL RAIN BIRD SPX-FLEX100 PLANT ROOT BALL 1. INSTALL ONLY ONE RCV TO VALVE BOX. LOCATE AT LEAST 12-INCHES FROM Or)J AND ALIGN WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV NOTES: ASSEMBLIES TOGETHER WHERE PRACTICAL. CC Q 1. IF POLYETHYLENE PIPE IS USED FOR LATERAL PIPE, SUBSTITUTE INSERT TEE OR EL WITH STAINLESS 4_ GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL, BUT AVOID GROUPING NOTE: STEEL CLAMPS FOR PVC SLIP TEE OR EL SHOWN ABOVE. MORE THAN THREE (3) STANDARD VALVE BOXES TOGETHER IN A SERIES. 1. LOOP IRRIGATION DRIP TUBING INSIDE VALVE BOX FOR EXTENSION OUTSIDE OF I ' ' 2.TO ACHIEVE MINIMUM RADIUS WITH ANY MP ROTATOR MODEL,USE HUNTER PRS30 BODY 5. ARRANGE GROUPED VALVE BOXES IN RECTANGULAR PATTERNS. BOX DURING BLOWOUT. I 1 1 9 6-INCH POP UP 10 SINGLE OUTLET DRIP TYPICAL VALVE BOX411) ®DRIP FLUSH CAP MP ROTATOR ASSEMBLY EMITTER ASSEMBLY INSTALLATION ASSEMBLY CC MAINLINE, LATERAL, PIPE AND WIRE PAVED SURFACE z-4" 0 CURB AND GUTTER IF APPLICABLE rz,.�r>t�z: & 24-V WIRE LATERAL PIPE SLEEVING DRIP LINE TUBING LATERAL: 1/2'• T I NETAFIM TECHLINE WITH 0.26 GPH FINISH GRADE CONCRETE SLAB T FINISH GRADE • 1• EMITTERS 12" O.C. (TYP) MODEL 36" TECHLINE TEE 12" TLCV26-12 7 12"MIN 6 • 6 REMOTE CONTROL VALVE REFER y77 TECHLINE TUBING1. TO DETAIL #X j ROUGH GRADE • 18" PVC SUPPLY HEADER 24" 1 III- 2"PVC PIPE SLEEVE MARKER:INSTALL AT � t III III- BOTH ENDS OF EACH SLEEVE LOCATION AND 4 �- 4 1 24" ��� 111E111 11111=1 EXTEND AT LEAST 3'ABOVE GRADE. SPRAY 4" I EXPOSED PORTION OF MARKER WITH GREEN I I FLUORESCENT PAINT. 24-INCH MIN II III BLANK TECHLINE J 4" TUBING MI 4 + 4•' 6"MIN. (PVC TECHLINETO ELL): REFERT ON TOTION Q� r O TECHLINE,3/4" • DETAIL #X elements j// EXCAVATED MATERIAL (n� MALE ADAP-PER AREA PERIMETER PIPE WIRING 41 4 4"-6"MIN. PVC TEE (SxSxT) BEDDING&COVER MATERIAL SLEEVE SLEEVE SEAL ENDS OF SLEEVES WITH CLOTH PVC PIPING PVC EXHAUST HEADER WARNING TAPE DUCT TAPE (TYPICAL) • t 2 \\:: FLUSH CAP ASSEMBLY PLUMBED TO 216 south monarch street suite 9-102 I aspen.colored°61611 NOTES: PVC SLEEVING (TYPICAL) PVC (TYP) p19703093302 I 97054a4856 1. SLEEVE ALL PIPE AND WIRE SEPARATELY. CURB OR PLANTING BED EDGE www.e4oul0oor.com 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS."SNAKE" UNSLEEVED NOTE: PLASTIC PIPE IN TRENCH. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH 1) ALL SLEEVING TO BE CLASS 200 BE PVC, SIZED AS NOTED. NOTES: AND BETWEEN PIPES. 2) INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES 1. INSTALL SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS 3. ALL 120-V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE ARE TO BE INSTALLED. SPACE SLEEVES 4"TO 6"APART. DO NOT STACK SLEEVES FOR EQUIPMENT APPLICATION AND INSTALLATION. REQUIREMENTS. TAPE AND BUNDLE 24-V WIRE EVERY 10'AND PROVIDE LOOSE 20" LOOP VERTICALLY. • 2. MAXIMUM FLOW FOR 1-INCH REMOTE CONTROL VALVE ASSEMBLY IS 10 GPM. AT ALL CHANGES OF DIRECTION OVER 30 DEGREES. 3. INSTALL AT A DEPTH OF 4"-6" IN UNIFORM SOIL. DATE REVISION 10/16/i7 RDS REVIEW 41)TYPICAL TRENCHING TYPICAL SLEEVING PVC TECHLINE SUBSURFACE DRIP 12/04/17 PERMFF SET DETAIL 14 DETAIL CONNECTION 1 6 ASSEMBLY IN SHRUB BEDS 04/80/18 Permit-Re-submittal 05/24/18 Permit-Re-submittal 05/25/2018 CD Set DRAWING DATE:05/24/18 IRRIGATION DETAILS IR.3O