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HomeMy WebLinkAboutFile Documents.630 W Hopkins Ave.0020-2022-BCHO (3) PRODUCTS AND MATERIALS SCHEDULE SYMBOL MATERIAL/ITEM DESCRIPTION MANUFACTURER/SUPPLIER MODEL/TYPE SIZE COLOR FINISH LOCATION COMMENTS WEBSITE DIRECT LINK PHONE CONC_A CAST IN PLACE CONCRETE PVMT- CONC DRIVEWAY-VEHICULAR PER GC STANDARD DAYTON SUPERIOR TOP CAST FINISH#01; ALLEY DRIVEWAY SAWCUT JOINTS;SNOWMELT AS SCHEDULED;RE MEP; WWW.DAYTONSUPERIOR.COM http://www.davtonsuperior.com/docs/default- 877-266-7732 L I F T VEHICULAR GRAY EASED EDGES;DELTA SAND AND LOCAL CONTRACTOR TO PROVIDE MOCKUP/SAMPLE FOR OWNER source/tech-data-sheets/top- AGGREGATE PER MFR APPROVAL PRIOR TO PROCUREMENT; cast.pdf?stvrsn=12ded560_27 RECOMMENDATIONS;MATTE SEALED WITH PROSOCO SURE KLEAN ,0NUGTETF 4 Fy CONC_B CAST IN PLACE CONCRETE PVMT- CONC WALKWAY-PEDESTRIAN- PER GC STANDARD MATCH CONC_A WALKWAYS MATCH CONC_A WWW.DAYTONSUPERIOR.COM http://www.daytonsuperior.com/docs/default- 877-266-7732 0 PEDESTRIAN PERVIOUS GRAY source/tech-data-sheets/top- 0 ma.,m Licensure cast.pol?stvrsn=12ded560_27 % a\W CONC_C CAST IN PLACE CONCRETE PVMT- CAST IN PLACE CONCRETE PVMT- PER GC STANDARD MATCH CONC_B STRAIGHT CURB MATCH CONC_B WW.DAYTONSUPERIOR.COM http://www.daytonsuperiocom/docs/default- 877-266-7732 'ar,-'cne�P W r. STRAIGHT CURB STRAIGHT CURB GRAY source/tech-data-sheets/top- cast.pdf?slvrsn=12ded560 27 LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PVR_A PAVER PAVER OVER CONC DECK RE ARCH 16 IN X 40 IN GRAY,TBD TBD W/ARCH;MATTE SEALER TBD STACKED BOND LAYOUT;CONTRACTOR TO PROVIDE PO BOX 2748 MOCKUP/SAMPLE FOR OWNER APPROVAL PRIOR TO ASPEN,CO 81612 PROCUREMENT;PROVIDE MITERED AND SEALED EDGES 970 404 5810 LI FTST U D I D LA N D S C A P E.N ET LTG_A LIGHT FIXTURE SURFACE MOUNTED PATH LIGHT LUXR M4 3000K STAINLESS STEEL PATH LIGHTING EXTERIOR/WET RATED;SHIELDED;DIMMABLE;RE MFR WWW.LUXRLED.COM https://luxrled.com/product/modux-four-pathlight RECOMMENDATIONS;3000K;CONFIRM WITH ELECTRICIAN; CONTRACTOR TO PROVIDE SUBMITTAL FOR OWNER APPROVAL PRIOR TO PROCUREMENT LTG_B LIGHT FIXTURE MINI WALL/FENCE LIGHT SISTEMALUX MINI SKILL VERT 4.5X2.375 3000K CUSTOM(10%UPCHARGE):BLACK,TBD PATH LIGHTING IN FENCE EXTERIOR/WET RATED;DOWN DIRECTED;DIMMABLE;RE WWW.SISTEMALUX.COM https://www.sistemalox.com/skill MFR RECOMMENDATIO;CONTRACTOR TO PROVIDE SUBMITTAL FOR OWNER APPROVAL PRIOR TO PROCUREMENTNS;3000K;CONFIRM WITH ELECTRICIAN LTG_C LIGHT FIXTURE RECESSED WALL LIGHT SISTEMALUX SKILL RECT 10.625X4.5 3000K CUSTOM(10%UPCHARGE):BLACK,TBD SAFETY LIGHTING IN EXTERIOR/WET RATED;DOWN DIRECTED;DIMMABLE;RE WWW.SISTEMALUX.COM https://www.sistemalux.com/skill SCREEN WALL AND EGRESS MFR RECOMMENDATIONS;3000K;CONFIRM WITH WELL ELECTRICIAN;CONTRACTOR TO PROVIDE SUBMITTAL FOR OWNER APPROVAL PRIOR TO PROCUREMENT w Co ✓ FNC_A FENCE TYPE A BATTEN FENCE-OPEN CUSTOM CEDAR BATTEN;BLEACHED TO MATCH PERIMETER CEDAR FINISH TO MATCH ARCH;CONTRACTOR TO Q O0 ARCH;RE DTL PROVIDE MOCKUP/SAMPLE FOR OWNER APPROVAL PRIOR 0 TO PROCUREMENT;SHOP DWGS FOR STEEL FRAME AND 0 POSTS RQD;HEIGHT VARIES RE PLANS O Z U 2 , 0 V FNC_B FENCE TYPE B BATTEN FENCE-CLOSED CUSTOM CEDAR BATTEN WITH SOLID INSET;PAINT PERIMETER CEDAR FINISH TO MATCH ARCH;STEEL FINISHES TO 1 1 1 LLI BLACK OR SIM TO MATCH ARCH; RE DTL MATCH ARCH; CONTRACTOR TO PROVIDE MOCKUP/SAMPLE FOR OWNER APPROVAL PRIOR TO N Ill PROCUREMENT;SHOP DWGS FOR STEEL FRAME AND Et Z Z POSTS RQD U.I Q FURN_A FURNITURE-MAILBOX MAILBOX BOLD MFG&SUPPLY DEXTER CUSTOM 22LX72.75HX8.SW MAILBOX FINISH:RAW STEEL TO BE INCLUDE HOUSE NUMBER;PROVIDE POST AND FLAG W W W.BOLDM FG.COM https://www.boldmfg.com/collections/mal Ibozes/oro COU) PAINTED BY CONTRACTOR,COLOR TBD; FROM MFR;LOCKING VS NOT TBD W OWNER dints/the-dexter-rustore D PROVIDE POST AND FLAG FROM MRF Y V MTL_A PAVER AND LANDSCAPE EDGE PAVER EDGE SURE-LOC STEEL 1/4"X 5" BLACK VARIES MFR TO PRE-FORM CORNERS ALL CORNERS AND ANGLES;WWW.SURELOCEDGING.COM htto://wwwsurelocedeine.com/steel�deine.oho Q a OR APPROVED EQ(GRIND CUT EDGES TO BE PET- F FRIENDLY);CONTRACTOR TO PROVIDE MOCKUP/SAMPLE Cl) FOR OWNER APPROVAL PRIOR TO PROCUREMENT; ILI Y ✓ MTL_B STEEL PLANTER WALL STEEL PLANTER WALL CUSTOM STEEL 3/4"THK;HT TO BLACK,PAINTED SHADE GARDEN SAND/GRIND ALL VISIBLE WLEDS;CONTRACTOR TO V J BE VERIFIED IN PROVIDE MOCKUP/SAMPLE FOR OWNER APPROVAL PRIOR THE FIELD TO PROCUREMENT; PLNT_A PLANTING BARRIER ROOT BARRIER PROTECTION FOR DEEPROOT GREEN MECHANICAL ROOT BARRIER OR WHERE PVMT IS ADJ TO RE MFR SPECS AND INSTALLATION RECOMMENDATIONS WWW.DEEPROOT.COM UTILITIES AND PVMT INFRASTRUCTURE,LLC GEOMEMBRANE(RE MFR TREES;RE DTL SPECS) Date Issuance 2020-05-08 50%CDs SPA_A SPA CUSTOM SPA DIAMOND CUSTOM SS REAR YARD OWNER APPROVAL ROD;PROVIDE EMERGENCY SHUTOFF WWW.DIAMONDSPAS.COM 2020-05-15 75%CDs I Permit Set 2020-10-12 Permit Response 01 AND OTHER RQMTS PER PER IRC AND OTHER APPLICABLE 2020-12-14 Permit Response 02 CODES;CONTRACTOR TO PROVIDE SUBMITTAL FOR 2021-05-25 Architect Review OWNER APPROVAL PRIOR TO PROCUREMENT 2021-03-24 BuI011 V2022-03-14 Bulletin 01 STN_A STONE-PAVER JOINT DECORATIVE STONE BUCKINGHAM SLATE OR APPROVED L-8 3/16 TO 1/2 IN GRAY JOINTS BETWEEN CONC CONTRACTOR TO PROVIDE MOCKUP/SAMPLE FOR OWNER W W W.BUCKI NGHAMSLATE COM 800-235-8921 EQ PAVERS APPROVAL PRIOR TO PROCUREMENT STN_B STONE-MAINTENANCE EDGE DECORATIVE STONE BUCKINGHAM SLATE OR APPROVED L-2 1 IN TO 3 IN GRAY MAINTENANCE EDGE CONTRACTOR TO PROVIDE MOCKUP/SAMPLE FOR OWNER W W W.BUCKINGHAMSLATE.COM 800-235-8921 EQ APPROVAL PRIOR TO PROCUREMENT STN_C STONE-PERVIOUS PARKING AREA GRAVEL PER CONTRACTOR RE CIVIL CONTRACTOR TO PROVIDE MOCKUP/SAMPLE FOR OWNER APPROVAL PRIOR TO PROCUREMENT Title Materials and Products Schedule Drawing No. L0e02 NOTE:(ABRV_001 DENOTES MATERIAL OR PRODUCT,.RE MATERIALS PLAN,SHEET L3.00 RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT I 1 TREES,V REVISION:IN ORDER TO RETAIN A STEEL RETAINING WALLL WAS ADDEDXISTING EN I (PARTIALLY REPLACING A CONC WALL).A GATE I I L I F T MOVED FROM THE NORTH SIDE TO THE SOUTH SIDE, - -- _ WHICH INCLUDED ADDITIONAL GRAVEL AREA FORA I I --. - - PEDESTRIAN PATH.PLANTINGS AND LAWN WERE .- /- /T - N/ \ j-\\ /�� a� REVISED TO ACCOMMODATE THESE CHANGES. // / \\\ \N VUGTp� I I \ / , 7:1/4 7 \ I 1 / / q �cnr 0 �;��� Lk \o, `� 4� 7\ \P•OP.RTY LINE1: PROPERTY I C�Lr � z zzz \."; 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[PVR_A]:RE SHEET L0.02 ) \ L9.00 GRAVEL(POROUS);RE CIVIL [STN_C]:RE SHEET L0.02 II DRAIN;RE CIVIL • 02 DECIDUOUS TREE I r,K v ,v h¢4¢v; L9.00 $lti•#(a ,"` :,^Y'- 07 DECORATIVE STONE;RE CIVIL FOR DRAINAGE AREAS TRENCH DRAIN INLET;RE CIVIL �'• "y•"• L9.00 I _ ] IB]: Title `\��+e :a:,. STN A & STN RE SHEET L0.02 . fit,se a bH,° Landscape Development Plan 03 FENCE TYPE A:OPEN BATTEN LANDSCAPE LIGHT A I SURFACE MOUNTED LIGHT 03 SHRUB L9.02 [FNC_A]:RE SHEET L0.02 [LTG_A]:RE SHEET L0.02 L9.00 01,02 FENCE TYPE B:CLOSED BATTEN LANDSCAPE LIGHT B I MINI WALL/FENCE LIGHT 03,04 STEEL PLANTER WALL L9.02 [FNC_B]:RE SHEET L0.02 [LTG_B]:RE SHEET L0.02 V L9.04 [MTL_B]:RE SHEET L0.02 o a' B' Drawing No. 05 LANDSCAPE EDGE LANDSCAPE LIGHT B I WALL LIGHT L1 . 00 L9.00 [MTL_A]:RE SHEET L0.02 [LTG_C]:RE SHEET L0.02 RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT I 1 I I I I LIFT I I RE IRRIGATION DRAWINGS FOR CONDUIT LOCATIONS I , VU 7E44 [MTL B] I I o i ac • —[STN_A] STEEL FRAME ;42 IN [FNC TALL MAXB] PLANTER WALL TALL M [GONG C] I ^msF� a�: r 1 II Mk SHADE i l wl 1 11 r 11 I PO BOXASPEN,CO 81612 ARCHITECTURE GARDENLANDSCAPE Ilwa■I � Nsaa0 m ASPEN,CO 81612 �( , + ,°1 CONCRETE CURB 970 404 5610 e- =: .=IIzr LIFTSTUDIOLANDSCAPE.NET y n■��_ r [STN A] li �1 111 Mill l f l l .®. e • 1- ,miimi RN i -I.I [FURN_A]:MAILBOX � [� • II ` 'ego—__I ilgil,- .... 1 W �c�r., iiwaw �. w [ ESE ~mow rr,.r� —1 KwAyN1J e■.L7rr'YJ ___ ■ .,.. ,......r_.,. 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LIFTSTUDIOLANDSCAPE.NET SIDE PATIp/ ' , \ba9A9.1; z z z z z (.5 1 kot'-.40.,, z /I N , !\ 1 ill 2 /. cc / 1 \ 1 1 1 1 1 . / .1( / 0 ! .7 I \ 1 ! ! 411 w,! max,t i. , 1 / w zW 2 I I I toto.posi. „ „ =1 v z . 1 1 I itoevolom, ,,,,, ,, 4 . 4 , , I 05000,;(t000 . „„„„ ,/1 a_ > .. „, 1 < _1 o NN 40.44:4•60004# , z 0 z 0 z x z 77 cn in E 1 Ili p ,• krii!Ot:8;',..i..krt, 0 0 0,, 0_0.-0'1 I - Y 1 i ;A;17f:0771,1 ,/,-/-,--‘,o-/---/ / WALKWAY F) ui 1 A,,.so,.4,-N4t.‘,-:;..,' , o o o:.,o ce 1 71000.000S „„ w ....01 1 n 1 bilk.4041104.4 ' I x 1— 0 z- ' -J q7 , I I\ idi 1 I ' itg.191,4*1111,0 "M"' w a iii0444:4;041,w, o o 0 - o o < < I '%".;43' ? l/NI 1?-40101304.4 ‘ z 0 z ,z, LLJ 1 tyith 1 ,:.........=• , 1 51 1 ;414010,00,00 . „0 .„, Ire,mmwmoiti. ,--01, 1 i *4111,194,51411:9k, 0 0 0 0 0 0 0 Et Lj N ;1-1 1.1 I II ilarwalmeamm,viomv-iwo, /RA,,//, 1,4Aolotikv.e.vM0.0014*.fol,,w.r „,, I w U) < A 1 I•'• ;;;:= Privorkta kl _1 - ' D -:41 pp-,,,.44 k , . IfftiFF4ein°7 IP Fagliktaei/ /° °z / Y „7/ 1 N, —__ _...„, -,,,,,,,,j) ) 44,4%,,,,L44,- ,4 , ,,,,ex x ' '1,x 7 x lex 7 x - ‘,x 7/x 7 z`n\x 7 x 7 x x x x x • 7 x x)s x 7 x 7 x x,•; ; 1 H ----7 I l'A`,'''''', . utrakiVt*V4,00";'; x x x x x x x x• x• x 7 x 7 x 7 x• x 7• 040000.000000000 ' 000 ,'\0000' 0:,,,, , I U) PROPERTY LINE Nii- 111.16- _a.- 4111111111" -4.....--• PROPERTY LI E \ \ Y 2 GC-VM GC VM I ) GC-VM \ 1 I I CO 'D 06 06 / 0 T2 I I ROOT BARRIER ROOT BARRIER \....„, I ,-/ I L9.00 L9.00 \L Living fences are prohibited by the City I--------/ I I Municipal Code.J.virginiana"Taylor \ / can reach height of 15-20 feet and 4-5 V \ / I I feet in width at maturity.The trees are FENCE RETURN SHIFTED NORTH;LAWN 611EISTITUTED FOR / presently spaced at 3 feet O.C.which GROUNDCOVER GARDEN / \may compromise long-term plant health \ // and viability.Revise plans appropriately. \ / N / , .-- Date Issuance 2020-04-12 Coordination 2020-04-21 Coordination 02 PLANTING LEGEND (RE NOTES SHEETS) PLANT LIST 2020-04-29 WELS Pre-Submittal 2020-05-08 50%CDs 2020-05-15 75%CDs I Permit Set TREES 2020-10-12 Permit Response 01 2020-12-14 ./-"- ---\--- 05 SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QTY UNIT Permit Response 02 2021-05-25 Architect Review r/z '-\'\ L9.00 PV Prunus virginiana melanocarpa(green) Native Chokecherry specimen 8'CI Per Plan 1 EA I GARDEN BED 2021-05-27 ASI T- k 011 ( / ) \ 2021-07-09 RF 16/17 PA Popul us angustfolia Narrowleaf Cottonwood 3"ss Per Plan 1 EA 2022-03-03= Irrigation Coordination 01 I / EXISTING TREE TO REMAIN V 2022-03-14 Bulletin 01 / L9.00 \ ) 0000000 PT Popul us tremulodes Quaking Aspen Too Per Plan 4 EA -J / WZO 05 LAWN;SOD 0000000 L9.00 SEED UNDER TREE DRIPLINES SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QTY UNIT ( ABR 02 DECIDUOUS TREE 05 LANDSCAPE EDGE V CL Cotoneaster luaclus Peking Cotoneaster #10 Per Plan 32 EA SIZE L9.00 L9.00 IMTL_A]:RE SHEET L0.02 JV Juniperus virginiana'Taylor' Taylor Redeedar Juniper 5 Per Plan 9 EA VSO Symphoncarpos oreophilus Mountain Snowberry #5 Per Plan 12 EA TillT:Milig 07 DECORATIVE STONE;RE CIVIL FOR DRAINAGE AREAS 111114:„:lig i.'il•ii& L9.00 [STN_A]:RE SHEET LO.02 PERENNIALS AND GRASSES i§1.4i.,‘4:ii%Q141§1§ SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING OTY UNIT Title A ABR 02 EVERGREEN TREE T CA Calamagrostis acutiflora'Karl Foerster' Karl Foerster Grass #5 Per plan 123 EA Planting Plan SIZE L9.00 VDC Deschamps.cespitosa'Schottland' Scottish Tufted Hairgrass #5 Per plan 60 EA V DF Dryopteris filix-mas'Robusta' Robust Male Fern #1 Per plan 25 EA -.,-- vGO Galion odoraum Sweet woodruff F15 9 FLATS v GR Geranium Rozanne' Rozanne Cranesbill,Blue #1 Per plan 24 EA AB" ,AB"V 03 SHRUB GC-VM Vinca minor'Bowles Variety Bowles Periwinkle F15 40 FLATS 0' 4' 8' •SIZ, SI L9.00 Nr Drawing No. SOD sr iA sr 11;c0),..,_,-.. ABRV 04 SYMBOL DESCRIPTION SOURCE Sue AREA UNIT A PERENNIAL OR ANNUAL L5 . 00 L9.00 V'ET Enviroturf Turfmaster Sod Farms Sod* 960 SF *Enviroturf seed species to be utilized only where sod is not practical 1 nibs/1 000SF RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT I 1 I I I I LIFT I I II ,„NU 4T,,„,„ Io i a6 are 0 PROPERTY LINE mm� mm� PROPERTY LINE I '[q"=�cnE�PQ ae tiM; LIFT STUDIO LLC \ 3 3 3 I I LANDSCAPE ARCHITECTURE • PO BOX 2748 1 I 1612 970 404 5610 UTILITY/ TO AGE/TR SH I I 3 FTSTUDIO ANDSCAPE.NET gab I SIDE PATIO z Y I is 1 a Z.Y O WALKWAY 1 a w a Z - m Y _1 z IT, ce < w N a a a 0 cc" rn —IZ Z W WALKWAY w 3 I 1 a 0 °' Z = U > I R i O z _1LL O to d 3 a 71P I Q r rre.rre.E - z W — 31, I°EC e rl Z u i � Z 4 11 I 3 4 <n DZ II 0 a I 11 �� A 3 EW E • Q O 2 2 I . .. r\.e W PROPERTY LINE PROPERTY LINE l 3 ii City of Aspen Water Efficient landscaping Ordinance 5 83C us�o— v' t.cm Pre-Submission Packet Completeness Review a.sss WATER EFFICIENT LANDSCAPE WORKSHEET--WATER BUDGET ANALYSIS asoe:ossa: I Address:1630 W HOPKINS AVE,ASPEN,CO 81611 I Contact info:Bane Lamer,Lin studio:970400,205 I CALCULATING GALLONS OF WATER NEEDED BY PLANT CATEGORY AND IRRIGATION TYPE The specific irrigation water needs of each hydrozone in the design should be determined using the following formula and factors: Irrigation Water Budget s[(ETo x Plant Factor)-Re]x Irrigated Area.Irrigation Efficiency x 0.623 Where: ETo=Reference Evapotranspiration In Inches/season May-Sept.l Reference Enpotranspiration Date Issuance ae=Effective Precipitation in inches/season(May-Sept.) _ 27.4 inches/year Irrigated Area=Hydrozone Area in Square Feet 17.1 gallons/SF 2020-04-12 Coordination 2020-04-21 Coordination 02 Effective Precipitation2020-04-29 WELS Pre-submittal 2020-05-08 50%CDs Rydrozones Efficiency 6.8 yvhes/year 2020-05-15 75%CDs I Permit Set Water Use Category Plant Factor Code 4.2 gallons/SF 2020-10-12 Permit Response 01 Cool Season Turf 0.90 VH 2020-12-14 Permit Response 02 High 0.80 H Irrigation ERidency 2021-05-25 Architect Review Medium 0.65 M Inigation Method Default Efficiency 2021-05-27 ASI 011 Low 040 L Overhead 75% 2022-03-03 Irrigation Coordination Very Low 0.25 VL Drip 90% V2022-03-14 Bulletin 01 V PEC FE TA edal Fe a value ee 1 p Total irrigated area SF 2172 Total s••ecialres Please label the Percentageofspeealfeaturesareaoffeatuoirrigaeda9% Special Features as area I such on plans,and Maximum applied water budget 8.gal/SE/season describe how the l Features comply with HYDROZONE WATER BUDGET CALCULATION WELS Section 4.3.1 want water Plant Irdgaelse Hydrozone Plant �i\ Hydrozone Use repels) Factor Irrigation Method Efficiency Area a Water Need (5F) (gal/sea Title ,0 ng Hydrozone Plan VH 190 overhead 0.75 61 E9 awrf ISprl:valves: M 0.65 Overhead 0.75 690 5853 coturf(Drt valves: M 0.65 Drip 0.90 260 1982 ials a Shrubs s Trees We.Drt 10 valves,A1 M 065 Drip 0.90 908 6920 bs `V 0 4 8 L o.40 Drip son TOTAL 2172 iesee Drawing No. AVERAGE IRRIGATION TER NEED-ADpphed.-In gallons/sq.ft/seasogross, 76 L5 . 1 •The over,must.less the the M°.rimum Applied Water fiutlgetof 2�Sgallons/sq.Jr./season. - 6T6 Total area°.non-irrigartN landscape: 0 sq. RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT I 1 I I I I LIFT I I I I „VO 4T,,„,„ I I 0 i a0 VQUANTITIES CHANGED %° J°ry �9fE9�,,`�p04W PROPERTY LINE PPERTY LINE • ............eases..... ................... ''Ar,,..;GfrFP L-B L-B L-B a L-B LAB L`S' L-B L�3 y \ C,L� I LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN,CO 8 I I I il I 97040456101812 ti UTILIITY/rTOF'AGE I TRI�SH FTSTUDIO ANDSCAPE.NET L-A L-A SIDE PATIO L-A L-A H HWA!! 0 w z a z ao z w Y la ui cc a VQUANTITIES CHANGED Z C.) I a w Z w , I _ y w J Q o0 L-B WALKWAY B L-B w _1 a Jt At cc Z ¢ I0 OU 0 aO tu LA LA 61L-A I a p cc a - aI ~ a IP ww a waLBI I c_ it a 3 w ME a w A rjL-A L-A e Z �J ''^^ w vJ > a u) Q Cl) JEW1 3 EW EW Q O 2 H 4B L-B L-B kl to a — .................... .._....L.......L... — — — - — w PROPERTY LINE PROPERTY LINE YM I Cf) I FOR ALL LIGHTING SHOWN WITHIN 5'OF THE SPA WATER'S EDGE: I LIGHTING SHALL BE LOW VOLTAGE DIRECT FEED LTG FIXTURES, I PERMANENTLY AFFIXED TO A STRUCTURE,WITH POWER SOURCE BEYOND 6'FROM WATER SURFACE;VERIFY ALL CODE RQMTS WITH ELECTRICIAN Date Issuance 2020-04-10 Coordination 2020-04-14 Coordination LIGHTING LEGEND (RE NOTES SHEETS) 2020-05-01 Coordination 2020-05-08 50%CDs 2020-05-15 75%CDs I Permit Set 2020-10-12 Permit Response 01 2020-12-14 Permit Response 02 L-A LANDSCAPE LIGHT A I SURFACE MOUNTED LIGHT 2021-05-25 Architect�2021 05-27 ASI 011 Review [LTG_A]:RE SHEET L0.02 1 2022-03-14 Bulletin 01 L-B LANDSCAPE LIGHT B I MINI WALL/FENCE LIGHT [LTG_B]:RE SHEET L0.02 L-C LANDSCAPE LIGHT B I WALL LIGHT [LTG_C]:RE SHEET L0.02 ELECTRICAL OUTLET-EXTERIOR GRADE (HOLIDAY LIGHTING) Title Lighting Plan Diagram (For Coordination) Re Ltg `� 0' 4'8' Drawing No. L7 . 00 RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT LIFT ,,NUGTE�F V q �2 . ofJO 0 rna..m Licensure '":acne,, LIFT STUDIO LLC LANDSCAPE ARCHITECTURE PO BOX 2748 ASPEN,CO 81612 970 404 5610 t LI FTSTUD ID LANDSCAPE.N ET --_NOTE _ 7948.00 A. SECTION IS DIAGRAMMATIC IN NATURE.RE PLANS AND DETAILS. ----B -RREMP FEES-APPLY TO-CU S STOMPAS- 7947.00 C. STRUCTURAL CONCRETE SPA VAULT AND MECHANICAL VAULT PER STRL. 7946.00 D. SPA SHOP DWGS RQD;RE SPA SHOP DWGS PRIOR TO COMMENCING SPA VAULT -CONSTRUCTION.-CONTRACTOR TO-CONFIRM-FINAL-SHOPS-MATCH-MATCH rINAL-STRL. 7945.00 E. PROVIDE AUTOMATIC COVER AND SHUTOFF FOR SPA THAT MEETS CODE AND SAFETY I _7944.OS -----Ran. - r F _MAINTAIN 4CCFSS-TARIGGING POINTS-FOR FUTI IRE LIFTING. ter- 7943.00 G. ENSURE NO WATER IN VAULT;PROVIDE SUMP PUMP IF RQD.PROVIDE VAPOR BARRIER TO I < 7942.OS P ROTEC I uLCKING. - --- -2- ----1-3- 5 _5 -12- 1- - H. IN ALL DECKING-WITH HIDDEN FASTENERS,SEALOU ENS. p - `4 7941.00 ry 7940.00 _ I _ I!I g „�I } I I Rg [. t gl l l l i,: II E�@!"I 7939.00 ----1-JDNLVEW9Y. Pi;� No(9# {�$ I If : I SI II�I9I 1 II4II I ? �1, III 7938.00 W cD -- 2 SPA;RE SPA SHOPS. I� 14 �.w I1I II IC 11 U.A p ".,a NS i t(ti1/ 'q+'i:`III(. tS, 8 Q 3-FENCE SPA DECKFINISH793650- > �k i- rt t p d r to I"F Eitt,,a t9 I s 2= 6f I '1 I _1 a . 1_.. t 9 iii 2 Y ! Ip:5 g 1 I. It p t r p m 7937.00 0 _ 4 CURB. El x'� r d 6#I I Ii4 l I!I I it�nI �I I RPI' _= 7936.00 0 5 WOOD FRAME FOR DECKING SURROUND;WATERPROOF BELOW ! I4 °a 7 If II I -GRADE \r ,� • In C t l I /r.,��'. I r i 7935.00 Z 6 STONE. y, 1 IL II....1r�/UJlri I,111I li.L.11111t.L. nl n 7934.00 a 7 -CONCPAVEMEN� TC793432 a u1 Ir-II '- --- 8_SVERGREENSHRUB , Ni• 1! t -6_ ': ----7933.00 Q 9 SPA WOOD SURROUND. a I I I �r pin 13 LLI - --- to--SPA VAULT;-RE-STRL.STRL. -TO-7931 S5- I •" T 7932.00 W 11 DRAIN�RE CIVIL. = �m... 7931.00 Et P 12 WALKWAY. Z ----15--STEP. 7930.00 uJ 14 TOWEL HOOK. I'3�q '^ a v J 1n 02 REARYARD SECTION B Q D_ 0 2 LD Y U) Date Issuance NOTE 2020-03-16 Architect Review A. SECTION IS DIAGRAMMATIC IN NATURE.RE PLANS AND DETAILS. i 2020-03-26 Owner Review 7948.00 2020-05-08 50%CDs Er-RREMP FEE5APPLY TO-CUSTONYSPAS- rc 2020-05-15 75%CDs I Permit Set _ C. STRUCTURAL CONCRETE SPA VAULT AND MECHANICAL VAULT PER STRL. A. 7947.00 2020-10-12 Permit Response 01 D. SPA SHOP DWGS RQD;RE SPA SHOP DWGS PRIOR TO COMMENCING SPA VAULT CONSTRUCTION. °� 2020-12-14 Permit Response 02 -OONTRACTOR-FTO-CONFIRM -MATC-H MATCHfM}A-ESTRL- a - 7946.00 2021-02-26 Spa Shops B _ E. PROVIDE AUTOMATIC COVER AND SHUTOFF FOR SPA THAT MEETS CODE AND SAFETY ROMTS. 2021-05-27 Architect Review 7945.00 2021-05-27 ASI 011 F. MAINTAIN ACCESS TO RIGGING POINTS FOR FUTURE LIFTING. 2021-07-09 RFI 16/17 ----G,-ENSURE-NO-WATER IN VAULT ROVIDE-SUMRP-UMR IF-RQD.-PROVID€VAPOR-BARRIER TO-PROTECT DECKING. - 7944.00 V2022-03-14 Bulletin 01 H. INSTALL DECKING WITH HIDDEN FASTENERS.SEAL CUT ENDS. - 7943.00 _ KEY7942.00 1 -PAVER OVER CONIC DECK. 8 ----4- 7-1---- ----2_SPA RE SPA SHOPS 12 7941.00 3 FENCE. ,n -- 4-SPA MECHANICACACCESS-DOOR:RE STRL -FENCE ELE7 793956 _ --- ---7940.00 --- .S SPA MECHANICAL EQUIP/ACCESS VALLLLTLRE STRL. III II I I II III I III 1 II 1 II 111111111111111111111111111"11 7939.00 7- SPA-BENCA*TOCOVER ACCESS PANEL;REMOVABLE DECKING. Q I�t I a - 6 EVERGREEN SHRUB. eo I 1:I I I I I II gg g 7938.00 9 EDGING. SPA DECKFOOISH 7936:. -- III I I I II I II9 0 �� I I - I ---7937.00 10--STONE. $ t1 I I #I ipois a I I€; 51 la L /% 7936.00 11 CURB/FENCE FOOTING. FFE 7935.24 r t Ihl'I _ �� I t Ir" II�t�tl II j`0 0935.00 ---12-GATE7 p 111. I,;�[ R ��I. li l v13_SPAWOODfECKINGSURROUND_ __ 1` I I rs " 1 -_ IIIK A 7935.00 Title 14 DRAIN;RE CIVIL TC793�4T ae d I � �� 11 IIIIj� 0, is Details --- 15-SPA VAULT;RESTRL. },. z 7933.00 11 Ip� IIIt I Ilgy 1 ii 1 I / 3� s 16 NOT USED. 127931-.55---- !IIIIII'I! .rl � rr�t.�l hhr t -1--- 6k_7932.00 17 NOT USED. a IIIIIUIti lfff m 1'�11d1 1p 7931.00 ----1&'N506-FRAME-FOR DECGiEING SURROUNDrWOrTERPROOF BELOW - 77.. a c � �.yr,...5 3 . _ GRADE;CONC COULD BE CONSIDERED ON THIS SIDE. ` 1 I - -7930.00 ----19 TOWEL HOOK. .I-2-6Y4,,/ ` T---r• 26-WRAP SPA PIPES WITH ROOT BARRIER ---- -14 ---7929.00 et REARYARD SECTION A L9.03 1/4"=1'-0" Drawing No. L9 . 03 RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT IRRIGATION SCHEDULE IRRIGATION CONSTRUCTION NOTES SYMBOL I MANUFACTURER I MODEL NO. DESCRIPTION I DETAIL NO. 1. DRAWINGS AND BASE INFORMATION —ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY LIFT STUDIO. THE CONTRACTOR 15 RESPONSIBLE Hydro RD-06-5-P3O WITH U-SERIES TO NOTIFY HYDROSYSTEMS.KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN.IF CONTRACTOR FAILS eGG• RAIN BIRD POP-UP SPRAY HEAD 8 I NOZZLE TO NOTIFY HYDROSYSTEMS.KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN,HE ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH RAIN BIRD PESB ELECTRIC CONTROL VALVE 1 THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.CONTACT IRRIGATION CONSULTANT FOR CURRENT SYSTEMS SPECIFICATIONS IF NOT PROVIDED. • RAIN BIRD 44-LRC QUICK COUPLING VALVE 5 Irrigation Consulting& 2. SYSTEM PRESSURE-CITY OF ASPEN FIRE PROTECTION DISTRICT HAS INDICATED THAT THE STATIC WATER PRESSURE IN THIS AREA SHOULD BE 94 PSI MIN AT Water Management 0 HUNTER I-CORE-M-16 STATION MODEL ELECTRIC CONTROLLER 2 THE CITY MAIN IN THE STREET.THE CONTRACTOR 15 RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY 860 Tabor Street,Suite 200 HYDROSYSTEMS.KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY.WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL Lakewood,Colorado 80401 HUNTER SOLAR SYNC-W55-SEN WEATHER SENSOR DEVICE 3 BE PROVIDED TO HYDROSYSTEMS.KDI AT CONSTRUCTION ONSET.IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY o:303.980.5327 HYDROSYSTEMS.KDI OR ANY VARIATIONS FROM THIS PRESSURE,THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH www.hydrosystemskdi.com ® FEBCO 86OU RP BACKFLOW PREVENTER 16 SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE.THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 10 PSI MINIMUM AT THE POINT OF CONNECTION.CITY REQUIRED PRY WILL BE SET TO 80 PSI PRIOR TO WATER METER. N/5 OLDCASTLE/CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS N/5 MATCO 201X MANUAL DRAIN VALVE 6 3. IRRIGATION SYSTEM OPERATION INTENT-THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A THREE NIGHT PER WEEK,SIX HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A FOUR TO SIX WEEK LINE SIZE-21/'AND SMALLER GATE VALVE 4 PERIOD. THE DESIGN 15 BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE O RAIN BIRD PESB MASTER CONTROL VALVE 1 AVERAGE VALUES UTILIZED. ECOTURF 1.72"PER WEEK PEAK SEASON FS DATA INDUSTRIAL IR25OB(1") FLOW SENSOR 1 ORNAMENTAL PLANTINGS 0.78"PER WEEK PEAK SEASON •—•—•— SCHEDULE 40 PVC PVC MAINLINE 10 4. EQUIPMENT INSTALLATION-ALL IRRIGATION EQUIPMENT MUST BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. ANY EQUIPMENT TYPE K COPPER HARD COPPER PIPE 1 OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE OR WIRES SHOWN OUTSIDE OF THESE LIMITS 15 SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY.ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0"FROM EDGE OF ANY PAVED SURFACES UNLESS SPECIFICALLY INDICATED ON C100 NSF POLY LATERAL 10 PLANS.BOXES INSTALLED IN OPEN TURF AREAS SHALL BE KEPT TO EDGES AND STAKED FOR REVIEW IF ALONG HIGH TRAFFIC AREAS.ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0"FROM THE CENTERLINE OF ANY DRAINAGE SWALE.ALL VALVE BOXES WITHIN PAVEMENT SHALL BE TIER 15 RATED SCHEDULE 40 PVC PVC SLEEVING 11 BOXES FOR HEAVY DUTY NON-DELIBERATE TRAFFIC.BOX LID COLOR SHALL MATCH ADJACENT MATERIALS,I.E.GREEN IN TURF,TAN IN WOOD MULCH, ® RAIN BIRD XCZ-PRB-COM DRIP VALVE ASSEMBLY 12 GRAY IN STONE MULCH,PURPLE FOR RECLAIMED WATER SYSTEMS(IF REQUIRED).REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS AND TYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN AN ORDERLY MANNER. J /.`/-.\_J TORO BLUE STRIPE POLY DRIP TUBING%"MIN.WIDTH 13 S. PIPING INSTALLATION-IRRIGATION PIPING SHALL MAINTAIN A MINIMUM DISTANCE FROM BUILDING FOUNDATIONS OF 5 FEET OR AS DESCRIBED IN SOILS 1.1.1 7 ® DRIP LINE BLOW-OtJT STUB 15 REPORT,WHICHEVER 15 GREATER.NO SPRAY IRRIGATION SHALL OCCUR WITHIN 5 FEET OF THE FOUNDATION.NO DRIP IRRIGATION SHALL OCCUR WITHIN 5 N/5 RAIN BIRD XERI-BUG DRIP EMITTERS 13 FEET OF THE FOUNDATION UNLESS SOIL MOISTURE SENSORS ARE INSTALLED ON VALVES SERVICING THESE AREAS.MAINLINE AND LATERAL PIPING SHALL Q 0 STAY OUT OF DRIPLINES OF TREES OR HAVE WRITTEN CONSENT OF THE CITY FORESTER. U TLCV6-12 ROWS SPACED 12"MIN, NETAFIM SUBSURFACE IN-LINE DRIP PIPE 1,14,1T 4 18 6. MANUAL DRAIN VALVES-CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW0 Z i SPACED EVENLY W PREVENTER AND AT ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETE DRAINAGE OF SYSTEM.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON AS-BUILTS.FOR INTERIOR MOUNTED 2 0 NETAFIM TLOTSFTEE DRIPPERLINE CONNECTION 1 BACKFLOW PREVENTER LOCATIONS,INSTALL ONE BOILER DRAIN VALVE DOWNSTREAM OF BACKFLOW PREVENTER. Q • BUILDING PENETRATION-THROUGH A 7. POP-UP SPRAY NOZZLES-CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS.INSTALL 15 U-SERIES NOZZLES ON ALL HEADS SPACED LU * NIBCO T585-10-SV(1") LOCKABLE BALL VALVE q AT 12'TO 14'.INSTALL 12 U-SERIES NOZZLES ON ALL HEADS SPACED 10'TO 11'.INSTALL 10 SERIES NOZZLES ON ALL HEADS SPACED AT 8'TO P.INSTALL 8 E SERIES NOZZLES ON ALL HEADS SPACED AT 6'TO T.INSTALL 5'NOZZLES ON ALL HEADS SPACED AT 5'.INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH Z CONTROLLER 4 STATION NO. AN"5"DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH AN"L"OR"R"DESIGNATION.VARIABLE ARC NOZZLES SHOULD j CONTROL VALVE SIZEBE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE.WHERE INDICATED,INSTALL LOIN Q FLOW SQ SERIES SQUARE NOZZLES AT SPACING SHOWN. (I) �6 n(Controller) NUMBER OF SPARE WIRES-2 CONTROL AND 1 SPARE ((3vi 8. DRIP IRRIGATION-REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND DRIP TUBING FLOW AND PLACEMENT. L' WIRES TO WHICH CONTROLLER-SEE CONSTRUCTION NOTES D_ 9. UNLABELED PIPING-ALL UNLABELED LATERAL PIPING SHALL BE 1"MINIMUM UNLESS OTHERWISE NOTED. 0 2 I 10. SLEEVING-ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN co THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. INHERE SLEEVES ARE SHOWN,BUT NOT LABELED,FOLLOW THE LU SCHEDULE BELOW. ALL MAINLINE,CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING.ALL MAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATE WIRE SLEEVE. G SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE&(QUANTITY) CO I <X,= _ __ 3/a"-1Ya"PIPING 2"PVC(1) V J + —*--_.---- — 1-25 CONTROL WIRES 2"PVC(1) 11. SPARE CONTROL WIRES-CONTRACTOR SHALL EXTEND THREE SPARE WIRES(ONE COMMON AND 2 CONTROL WIRES)FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER OR AS SHOWN ON THE PLANS. INSTALL SPARE WIRES IN 10"ROUND VALVE BOX WITH QUICK COUPLING v 4 w,r• s'0 VALVE. REFER TO SPECIFICATIONS FOR WIRE COLOR. SEE IRRIGATION SCHEDULE FOR ADDITIONAL INFORMATION. 011066 ,;,.t 12. ADJUSTMENT-CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING fir`°" NOZZLE DIRECTION AND NOZZLE RADIUS. 13. PLANS AND SPECIFICATIONS-CONTRACTOR RESPONSIBLE TO ENSURE FORK CONFORMS TO PLANS AND SPECIFICATIONS.AT ONSET OF CONSTRUCTION, VERIFY PLANS ARE CURRENT.INHERE REQUIRED BY CITY OR TOWN,CONTRACTOR SHALL CONSTRUCT ONLY OFF CITY OR TOWN STAMPED PLANS. '' REVISIONS TO CITY OR TOWN STAMPED PLANS SHALL CONFORM TO CITY OR TOWN FIELD CHANGE PROCEDURES AND DOCUMENTATION. ----- -- Date Issuance 14. WATER BUDGETS AND PROJECTIONS-HYDROSYSTEMS-KDI HAS BASED THE IRRIGATION DESIGN AND THE ASSOCIATED PROJECTED WATER USE UPON SUCH 2020-05-01 Building Permit FACTORS AS CITY OR WATER DISTRICT IMPOSED REQUIREMENTS,PUBLISHED PLANT SPECIES WATER NEEDS.SELECTED IRRIGATION METHOD EFFICIENCIES 2020-05-15 Permit Set AS REPORTED BY INDEPENDENT TESTING FACILITIES,HISTORICAL WEATHER DATA FOR THE PROJECT LOCATION,AND PROPER MAINTENANCE 2020-10-14 Permit Revision 01 PROCEDURES.HYDROSYSTEMS.KDI IS NOT RESPONSIBLE,AND ACCEPTS NO RESPONSIBILITY,FOR THE ACTUAL WATER USAGE VARIATION THAT IS A 2021-08-13 Order RESULT OF FIELD MODIFICATIONS TO THE SYSTEM NOT MATCHING CONSTRUCTION DOCUMENTS,IMPROPER MAINTENANCE,WASTE DUE TO SYSTEM 2022-03-14 Bulletinn 01 INTERIOR POINT OF CONNECTION #1 DAMAGE OR VANDALISM,OR WEATHER CONDITIONS THAT DEVIATE FROM PUBLISHED 30 YEAR HISTORICAL AVERAGES. A 13. ASPEN WATER EFFICIENT IRRIGATION DESIGNER STATEMENT-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. 14. IRRIGATION WITHIN ROW-CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW AREA(BETWEEN STREET AND THE PROPERTY o . — Vl ,I V. 4., 4 _b, . I —cr —I. . 15. IRRIGATION AND EXISTING TREES-ALL IRRIGATION WORK PERFORMED WITHIN THE DRIP LINE OF EXISTING TREES REQUIRES HAND GRUBBING NO DEEPER THAN SIX INCHES(6")AND MUST BE AS FAR FROM TREE TRUNK AS PRACTICALLY POSSIBLE.DO NOT CUT ROOTS 2"AND GREATER IN DIAMETER WITHOUT THE EXPRESS WRfI YEN CONSGN i Of-PORGN i cR. n POINT OF CONNECTION #1 - 3/4" PEAK FLOW REQUIREMENT:10 GPM.REQUIRED STATIC PRESSURE:80 PSI MIN AFTER CITY PRV. Replace this note with the TIE ONTO COPPER STUB WITH ISOLATION VALVE DOWNSTREAM OF WATER METER AND BUILDING language of WELS Section Title BACKFLOW DEVICE IN THIS APPROXIMATE LOCATION,BY OTHERS,RE:PLUMBING.EXTEND 1"TYPE K 4.3.2 L&M. I R ECTO RY Irrigation Schedule SOFT COPPER TO BACKFLOIN PREVENTER LOCATION.INSTALL ONE 3/4"REDUCED PRESSURE and Notes BACKFLOW PREVENTER WITH AIR GAP PLUMBED TO DRAIN PER MANUFACTURER'S RECOMMENDATIONS, IRRIGATION SCHEDULE L8.100 ONE BOILER DRAIN VALVE,ONE 1"FLOW SENSOR,ONE 1"MASTER VALVE,ONE ISOLATION VALVE AND EXTEND 1"COPPER LATERAL TO BUILDING EXTERIOR. EXTEND ONE PE81 SHIELDED CABLE FROM FLOW IRRIGATION NOTES L8.100 SENSOR TO DATA RETRIEVAL UNIT LOCATED IN ASSOCIATED CONTROLLER.EXTEND 4 UFUL14a WIRE ' (TWO ORANGE AND TWO BLUE)AND CONNECT 2 OF THE WIRES FROM THE MASTER VALVE TO THE DATA ,r0tJ1AS Q811 RETRIEVAL BOARD IN ASSOCIATED CONTROLLER.SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS IRRIGATION PLANS L8.200 OS. UPSTREAM AND DOWNSTREAM OF FLOW SENSING UNIT.WORK SHALL CONFORM TO LOCAL CODE.FEES /j �I Y'' ,I1 AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR.FINAL IRRIGATION DETAILS L8.300 - L8.301 / BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. I I Know what's below. Drawing No. IRRIGATION CHARTS L8.301 Call before yAoudig.32085 0 L8 . 1 0 0 �0 as onRoonr,nc ror o,�car or RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT A jii, Hydro D SYSTEMS LOCATE COPPER STUB AND WIRE CONDUIT FROM MECHANICAL ROOM.CONNECT,INSTALL ONE GATE VALVE, Irrigation Consulting& ONE LOCKABLE BALL VALVE, CONVERT TO PVC MAINLINE Water Management AND EXTEND AS SHOWN. 860 Tabor Street,Suite 200 -- , —— �� Lakewood,Colorado 80401 J' ���'/\ �V �� V —�� ® AM& © 0: 03. 0.5327 / / / \ / \ \/ \ /\—— War. MN. Mr. www.h Bros stemskdl.com I /.. \� PROPE E I i. 1 \ I T17 1 \ _ gl.~7 _7=11I1I--_________=111111 „_, . Cs I_ pi- ,...,__ , ____i__- , , Al A © � ____ fey , �1111 � aT��� A CONTROLLER LOCATION "A" ® •i J`I WALL MOUNT ONE CONTROLLER(REFER TO SCHEDULE FOR MODEL 4 STATION 1 VyLE. COUNT),AT INDICATED LOCATION.120 VOLT POWER IS AVAILABLE WITHIN 40 LF.OF I CONTROLLER LOCATION FROM RESIDENCE.ELECTRICAL WIRE/CONDUIT AND POWER i W , CONNECTION TO CONTROLLER 15 BY CONTRACTOR WITH WORK CONFORMING TO A �(2) II )2 LOCAL CODES.EXTEND PEER SHIELDED CABLE FROM THE FLOW SENSOR AND 4><14 + IL r J___ Z UFUL WIRES(TWO BLUE AND TWO ORANGE)FROM MASTER VALVE TO ASSOCIATED �/ I �� (� (®1 1 �>u 1 CONTROLLER.CONNECT WIRES TO THE APPROPRIATE SENSOR INPUT PORTS.FEES s\ 1 • I I 1 7.,,.., 1 AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY 1 ( I 1 I CONTRACTOR.FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER IRRIGATION CONTROL WIRES IN CONDUIT IF NEEDED FROMCO \ Z PRIOR TO INSTALLATION.MOUNT ONE WEATHER SENSOR ON BUILDING INHERE THERE I 15 20 FT.OF CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE.FINAL W co CONTROLLER LOCATION TO SOFT AREA,AND IN A 18"DEEP I �‘' I `1 1 WEATHER SENSOR LOCATION SHALL BE APPROVED BY OWNER PRIOR TO Q cO . TRENCH WITH LOCATOR TAPE INSTALLED AT 10"BELOW p_ FINISH GRADE TO MAINLINE LOCATION WITHIN SOFT AREA. I I INSTALLATION. r 1 ®2 U 11 I I T®� 1 W LLI CO Q (� W - lI 1 I 1 I - L-I I warily �/ w I I IIti I s�i —j 1 L.I. 11 I I I Al r^ j L v/ Q AO co �/ —�1 � T� ROPE' V LINE — r M � a • �/ 11 PR•PE RTY LINE \ " ^` I �4 ., 1 4 rtF� Amih, T2I(Al2 r 1 dr 1" (A1O 11" dr 1" dr \ ` Nu® I 1 3 0 v I1 I Y . \ , �/� m V / u) \ / \ / „, Date Issuance 2020-05-01 Building Permit 2020-05-15 Permit Set 2020-10-14 Permit Revision 01 2021-08-13 Permit Change Order#1 2022-03-14 Bulletin 01 QMAS @ I ki; ,,,'ii.,.(1 i DIRECTORY Title 32005 Irrigation Plan IRRIGATION SCHEDULE L8.100 IRRIGATION NOTES L8.100 IRRIGATION PLANS L8.200 811. IRRIGATION DETAILS L8.300 - L8.301 � '� , Know what's below. Drawing No. IRRIGATION CHARTS L8.301 SNlesDAYswnoACEB DI� �noee�ao�aoM S R�,ZS of L8 . 200 RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT 8i1 AZ`N°Mse - r Know what's below. / f t 1 Call before you dig. 61� OF Hydro D uaDEacaouaVAE FOR HEmes. �` I NC I/ HOROLL SECURE COA B SYSTEMS WALL WITH CONTROLLER BOLTS Irrigation Consulting& ELECTRIC CONTROLLER IIIII Water Management 860NOTE:APPLr TEFLON TAPE TO Lakewood,Tabor Street,Suite 200 ALL MALE THREADED TAPEFITTI TS O SOLAR SYNC SENSOR-TOP OF IIII Lak Colorado 80401 AND THREADED NIPPLES. SENSOR TO BE ABOVE GUTTER AND/OR ANY OBSTRUCTIONS o:303.980.5327 www.hydrosystemskdi.com SCH.80 PVC NIPPLE-LENGTH AS REQUIRED I EMT MALE ADAr'i eK IN/WASHER 6 LOCK RING III= IIII—III-- FINISH GRAPE 54"MIN. ADJUSTABLE LENGTH CENREFETER BOR TO X OVERX,BRANDNICAL ILYAmNS MAX C CONTROLCON WI-SIZE TO ACCOMMODATE IN_ Mg1NTING PRM IIIir 2-4b"ROUND VALVE BOX. LID WRH"BV" I WIRE QUANTITY�P _ SECURE CONDUIT TO WALL 18"O.G. III—III��lill�'% PVC BALL VALVE-FIPTxFIPT SECURE BRACKET TO SAVE PER _I —- g, SCH.3/"FIFTXFIPT ELL WITH 3/"z2"NIPPLE I EMT MALE ADA,I St,4 PVC FEMALE ADAPTER � MANUFACTURERS RECOMMENDATIONS. %"FIPT x Y,"INSERT x Y,"INSERT TEE BUILDING EAVE J '®1 (1'1 MM TUBING COMPATIBLE) FINISH GRADE 3/"CRUSHED GRAVEL SUMP-FILL I -�BOX TO BOTTOM OF VALVE BODY 18 e:III-IIIII ©> SCH.SO PVC NIPPLE-LENGTH AS REQUIRED '/ PVC CONDUIT W/SWEEP ELL(TYP.UNDERGROUND NOTE:MOUNT SENSOR RECEIVER PER -_ LOCATIONS)-2 EACH LOCATION-ONE 2"PVC SCHCONTROLLER DETAIL. LINE SIZE SLIP X%"FIPT TEE 40 DIRECT BURIAL CONDUIT STUB-OUT FOR 24V VALVE CONTROL WIRING AND ONE.4"PVC CONDUIT FOR 120V POWER SUPPLY IN DIRECT BURIAL CONDUIT A5 PER CITY CODE. J EMITTER TUBING CONNECTION III ELECTRIC CONTROLLER © WEATHER SENSOR LLJ with PVC and VALVE BOX(TURF ZONE) EXTERIOR WALL MOUNT EAVE MOUNTED SolarSync a o O z 10.ROUND VALVE BOX-BRAND THE W LETTER"12 IN LID.REFER TO d 10°ROUND VALVE BOX BRAND TECHNKAL SPECIFICATIONS. Ti) SWEE 10"ROUNDIDF VALVE BOX.BRAND"GV" •� FYI GRADE HN BOX LID. - 2" POLY LATERAL TE- P- SPECIFIEDw DEPTH Q ONVALVE MARKER 1 HID OF VALVEIIBOX REFER TO REFER TO TECHNICAL STAINLESS STEEL CLAMP INSTALL.- TWO LLI - TECHNICAL SPECIFICATIONS. FINISHSPECIFICATIONS. /n"CRUSHED GRAVEL SUMP 1 CU.FT. CLAMPS ON t)z"s Z.DIA.FITTINGS \IIII//J✓^IWI II I^.• PVC MIPTMNSERT ADAPTER Et LL IIII I I_ I_ iTI•M FINISH SPADE RECTANGULAR VALVE BOX.BRAND LID Z FINISH GRADE _ - 3" _ WITH CONTROLLER 4 STATION s,REFER III—IIII IIII IIII IIII—III TO TECHNICAL SPECIFICATIONS.CENTER -IIII 2I� I I I I BOX OVER ASSEMBLY. r^ _ —III •.o•O a6 IIII FINISH GRADE (/J SOLID GE DISC, = T BOX TOWF�WDITS GRAVEL OF TOP OF GILL v • O Po g BOTTOM OF OCV WHIN 2" OF P -711 -- CL 160 PVG ACCESS SLEEVE- —/�, .— IWPROV C S MI FILL 50X TO IIIIIII GATE VALVE W/GROSS HANDLE AND 1GRAVEL J■- GONTNUOUS RAILS OF ALL 3 QUICK COUPLING VALVE 2 E"SPARE CONTROVCOInMON 0_ r - 0 LENGTH A5 RECNIREp N VALVE BOX O 1 BRASS NIPPLE LENGTH A5 REQUIRED _ _ PVC ACCESS SLEEVED i o` .4°FxF SCH.80 PVC 90 ELL(2) I�iI' IIIIII�,I�` illlll: PVC BALL VALVE-FIFTxFIFT F I O o %"XCL PVG NIPPLE SGH.80(2) Maim 11 b"CLASS 1E0 PVC SLEEVE BOTTOM TO - 3q"x6"5..80 GALVANIZED STEEL NIPPLE • 1 ELECTRIC CONTROL VALVE CO �E CHED AND CONTACT TOP OF Aid LINE SIZE BRASS COUPLING © I .4"BRASS GLOBE VALVE J Pit_■� O O� _' • Y,"%12"REBAR STABILIZING STAKE 1 AO i I TO CRUSHED GRAVEL SUMP-FILL BOX TYPICAL TWO SIDES PER QUICK ■■l +�jr',/I %"MOP SL11.40 PVC 90 ELL TO BOTTOM OF VALVE BODY O SCH.40 PVC MALE ADAPTER(2)-SIZE COUPLING VALVE LOCATION II SCH.80 PJG NIPPLE-LENGTH AS M • e • TO EQUAL GATE VALVE DIAMETER ,����t+ ^ REQUIRED CO �� -" p LASCO>•G 155-212 UNITIZED SWING Al 1 ;� Cl) 0 1111111 Al PVC PRESSURE MAINLINE ^ JOINT W/BRASS INSERT STABILIZER t Jo �'O SOIL BLANKET COVERING SUMP n® SERVICE TEE-SOLVENT HELD OR GASKETED FITTING-REFER ELBOW.PROVIDE WITH 1"MILT INLET O� TO SPECIFICATIONS j a"x,PVC NIPPLE SCH.SO MM,II'1'lI % , I •' PRESSURE MAINLINExi"PVC SERVICE TEE- sQCONTROL WIRE BUNDLE / SOLVENT WELD OR GASKETFD FITTING REFER I CRUSHED GRAVEL SUMP.SEE _ � ' TO SPECIFIGAIONS TECHNICAL SPECIFK.ATIONS FOR NOTE:DIAMETERS OF BALL VALVES,PVC FITTINGS AND NIPPLES SHALL 4Frj UNDISTURBED 501E SUMP SIZE EQUAL ELECTRIC CONTROL VALVE DIAMETER.VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND PVC PRESSURE MAINLINE HARD SURFACES INHERE APPLICABLE.APPLY TEFLON TAPE TO ALL MALE APPLY TEFLON TAPE TO ALL THREADED NIPPLES APPLY TEFLON TAPE TO ALL MALE THREADED THREADED FITTINGS AND THREADED NIPPLES. PVC FITTINGS ANp ALL NIPPLES GATE VALVE C ^\ QUICK COUPLING VALVE III MANUAL DRAIN VALVE 6 ELECTRIC CONTROL VALVE Ell) 24V-Poly Lateral Date Issuance 2020-05-01 Building Permit 2020-05-15 Permit Set 2020-10-14 Permit Revision 01 2021-08-13 Permit Change Order#1 2022-03-14 Bulletin 01 SET BOTTOM OF CAP AT GRADE PAVED SURFACE NOTE:REFER TO TECHNICAL CURB AND GUTTER SPECIFICATIONS FOR - -- 1 r (IF APPLICABLE) FINIS 0 TRENCH WIDTHS. MINIMUM 5 1 pp- Al GRADE 1•q* 36"MIN. -,=e IIIIIII CURB I HARD SURFACE INHERE B LK OR 10"ROUND VALVE BOX-BRAND"BV" - II- III- ail� 12"MIN.III= AI - APPLICABLE ON LID OF VALVE BOX.REFER TO —III— ROUGH GRADE TECHNICAL SPECIFICATIONS. I I I K. III. IIII— POP-UP SPRAY HEAD - 4-6"BODIES:14' - _ = IIIII ILI�IS�-HE ��� IN _ _ FINISH GRADE III 12'BODIES:ie I II II IIIII 6..BODIES:18"IIIII- I III-Q 55 SLEEVE SLEEVE MARKER- 5.�. IIII I I II II 24 IIII � III- 24"�IN. CAREEN F T BOTH ENDS OF EACH 12"BODIES:24'. 11 --1111 �-�. LOCATION AND EXTEND AT sFRAy 41 y"MALEXBARB ELL EXPOSED PORTION O MARKER WITH FLUORESCENT PAINT.REMOVE T FIN, Y"DIA.POLYETHYLENE SWING INSTALL. PIPE(4 LP.MAXIMUM LENGTH) —I I -III A L Jz"MALEXBARB ADAPTER SPRAY HEAD LATERAL — Ir� BRAGS BALL VALVE-PVC z MIP PIPING OR DRIP LINE I -III 0 I \VV/ J Title ADAPTERS(2 EACH)DIAMETER TO HEADER. 11 �\ = g O. EQIALPIPEDIAMETER - -\ , u Irrigation Details POLY LATERAL PIPING W/LINE SIZE,\" %.CRUSHED GRAVEL SUMP-1 Cu.FT, \ -III—I �, O DUCT OF SLEEVE ICAH INSERTxFIPT FITTING AND CLAMPS a I— — — - ROTOR LATF¢LI _� CLOTH TAPE(TYPICAL) J� , _III— Al,,, PIPING O. 0�. 6"CLASS 160 PVC SLEEVE.BOTTOM BACKFILL MATERIAL(TYP.) ` PVC SLEEVING(TYPICAL) :�• TO BE NOTCHED AND CONTACT TOP OF MAINLINE NOTE: 0 PRESSURE MAINLINE PAD LOCK CONTROL WIRE BUNDLE OR TINO WIRE COMMUNICATION CABLE(PER • ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE,SIZE A5 NOTED ON PLAN. NOTE: SPECIFICATIONS) • INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION INHERE MULTIPLE • SET HEAD PERPENDICULAR TO FINISH GRADE. SLEEVES ARE TO BE INSTALLED.SPACE SLEEVES 4"TO b"APART.DO • APPLY TEFLON TAPE TO MALE PVC.THREADED FITTINGS. PVC.PRESSURE MAINLINE OR LATERAL NOT STALK SLEEVES VERTICALLY. • DOUBLE CLAMP 1/8"4 2"DIAMt I th FITTINGS. • CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A Drawing No. "V"IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING. • SLEEVING THROUGH OR TE'AR RETAKINGSHALL WALLS,PLANTER WALLS,POND ■ /� . /� O O LINING,AT PPRO QUALITY RATIO SHALL BE COORDINATED WITH CIVIL L V( J( WORK APPROXIMATE LOCATIONS SHOWN. POP-UP SPRAY HEAD TRENCH 10 IRRIGATION SLEEVING 8 LOCKABLE BALL VALVE 9 SWING PIPE POLY 24 TYPICAL _ RECEIVED/0 /20 04/08/2022 ASPEN BUILDING DEPARTMENT 0 --- REMOTE CONTROL VALVE WITH DISC FILTER AND PR,/ A _ g •+ �• t 10"MIN ��`,� POLY PRR P TBALGL MATERIAL 'jill lklri — �•�_�11110111 SUPPLY HEADER-POLY OR PVC / K FINISH GRADE - TO EDGE OF DRIPLINE START Hydro T PVC 5GH.40 ELL ( ROOTBALL - FVL SLH.60 NIPPLE nAxlnun LENGTH EMITTER-REFER TO SCHEDULE FOR EMITTER ONANTITT.REFER TO CONNECTION MALE ADAPTER SYSTEMS 24"COILED WIRE FwnRER oaalry I,ELOPE ,,,DHODELNum... Irrigation Consulting& ' WATERPROOF SPLICE PL.w NI MICRO-TUBING :::::: TERA EMITTERQTYATMULCHED FLOW RATE NMED HVDROZONE III TER www.hydrosystemskdi.com ��III III SWING PIPE(ZONE OPERATIIII ONAL 1 _� INDICATOR) N_ TECHNICAL MOVERATE—3.�� DRIP VALVE ASSEMBLY(SEE VF_RT LOW _ 1111= —III THREE EACH E,ID 6ANNE JUTE STAKE OR SALVE SIZE a-PEER TREE oo�vry THREE EACH VERr - - EAyH, APPRwED E., �! III I�, VALVE 512E MIFTxINs.PVC ADAPTER TL'1 —�� STAINLESSCLAM STEELWORM GEAR OR N .THREE OR MORE EMITTERS rumu_I?�� —'�l(f=1111■1 1i'�r PINCH CLAMP CALIPER TREE ,.°GPH FOUR EncH vERr -MODERATE-SIX EACH SHALL BE EOUALLT- R E,cH, E ACED AROUND o r°cROOPAR EH.LL. BY A NmIHn,,,of,,DUD A ���\ �4 3 ;o�P B6x - EACH, oPELs` R INSTALL EMITTER �nI°�P�LBI�7�,-� INSERT TEE W H CLAMPS •VALVE SIZE POLY PIPING- g SWEEP TO SPECIFIED DEPTH a'S'CALIPER TREE to GPI NINE EACH VEER -SEVEN EACH,LOW- OF ROOT BALL. • EMITTERS SHALL BE PRESSURE COMPENSATING-TYPE uNLEEG PVC SLH.ib NIPPLE a CALIPER,TREE 1.0 GPH TEN EACH VERY - - REQUIR• DRIP VALVE EMENTS i AREONEsl DESIGNED SU` Er oR6VEVDIFFERENCES SEvsyureIN PLANT AS SHOWN f PERIMETER LATERALS 2"TO 4"FROM EDGE 3"MIN.DEPTH/>"WASHED GRAVEL 6 Fr CONIFEROUS TREE 1.0 UPS FOUR EHCN VERY R EACH nX EACH • SITE CONDITIONS o ENURE HmROzoNEsT DICTATE THAT LE VALVED EXHAUST HEADER-POLY OR PVC PVC MAINLINESCH.40 TEE OR ELL LINE SIZE PVC BALL VALVE MODERATE F - GN PROCESS.CONTRACTOR SHALL AVAST EMITTER L_ �I PVC a FT.CONIFEROUS TREE O O. EtX E/GN VERY MODF_RATE-EIG4IT EACH N EMITT.OUONTITIES SHALL REMAIN THE SAME BUT EMITTER ASES SxAu •III,ii`•I NOTE' tO FT.CONIFEROUS TREE ,.o Gr'x EIGHT EAcx PER - - x. •• BE DOUBLED FOR PUNTS WITH SOU,ARP E CO EHOWry IN SCNEOULE FOR PLUMBED TO PVC OR POLY LINE EMITTER FLUSHING VALVE-REFER TO DETAIL. INSTALL ASSEMBLY TO REST ON GRAVEL SUMP.CONTAIN ENTIRE ASSEMBLY WITHIN BOX.NO VALVE MODERATE- SOX EXTENSIONS WILL BE ACCEPTED.PROVIDE 3"-41 CLEARANCE BETWEEN TOP OF CONTROL 12 FT.CONIFEROUS TREE 1.0 N. T.EACH VERY •• E RUN-TIMES VALVE SOLENOID AND BOTTOM OF VALVE BOX LID.TOP OF VALVE BOX TO BE FLUSH WITH FINISH MODERATE-EIGHT 2.0 GPH AND..TRACTOR 511 L ADJUST SCHEDULING ACCORDINGLY. GRADE.VALVE BOX SHALL NOT REST ON DRIP TUBING. DRIP VALVE SUBSURFACE DRIP — TOP VIEW ICI. 24V POLY LATERAL ® DRIP EMITTER 13 END FEED LAYOUT-TURF AND GROUND LLI SHRUB BEDS COVER a o PLAN O SECTION O % -Pon 1K1 �� FISH VALVE 12"POP-UP SPRAY HEAD WITH O STUBBED BUILDING COPPER WATER SEERVIICT CE NE OM II 0 1 • 0 - G I I Q ,. CHECK VALVE,CLOSED NOZZLE.a UPSTREAM OF PRESSURE REDUCING VALVE(IF O 0 0 ® 0_ ® • • • ® LL I SWING PIPE(ZONE OPERATIONAL 1 1 COPLANT MATERIAL REQUIRED),DOWNSTREAM OF ISOLATION VALVE- I . _ : II;:�, y L1J PI INDICATOR HEAD INDICATOR) LINE 512E ''1�:'��'' ,°��u�_�. -—I,�e'0'�III ' 11 • PLANTER BED 10"ROUND VALVE BOX WITH COVER PRESSURE REDUCING VALVE.IF REQUIRED BY III ,II W Cc WALL OR EDGER -BRAND"OB"INTO VALVE BOX LID.il © LOCAL INSTALLATION LODES. // REFER TO TECHNICAL 0 r ) Q �� SPECIFICATIONS. 0 WATER METER-AS REQUIRED BY LOCAL I `/J (n INSTALLATION CODES. 0 - ® ® Z +��I�II I�nrIr_I _I —I III FINISH GRADE 0 LINE SIZE-TYPE"K"RIDGED COPPER(TYPICAL) F� ` Y 01, DISTANCES VARY:CONTRACTOR SHALL �III =1 3=/,•IpVC gALL VALVE WITH%"PVC ® : n Q�- Q O �/ LOCATE FISH VALVE BOX TO BE ICI'I�II_I INSxMIPT ADAPTER AND S.S.CLAMP O LINE SIZE-TPE"K"RIDGED cOPPR TEE TO _ O ® • • • �-/ - 1, . ;IL d @ _ `(� SCREENED BY PUNT MATERIAL AND IRRIGATION SUPPLY. (TYPICAL) 1 1 I ��� ACCESSIBLE.OPERATIONAL INDICATOR \ e ��IiI�®�IIIII�®�C-'V■II�!II!I311•'I��'�1�1���I•��� (n SHALL BE LOCATED FOR EASY E/•DRIP KING-COIL SUFFICIENT ©LINE 512E-BRASS BALL VALVE(TYPICAL) - ■ - D,J 11 �� VISIBILITY DURING OPERATION 0 4U LENGTH IN BOX TO EXTEND HOSE IIII ,II 15 1 \ ADAPTER OUTSIDE OF VALVE BOX. \� ��� •� POLY PIPE FROM Oo O ° Q O 5R455 UNION-LINE SIZE(T(PICAL) O O EXHAUST HEADER ° M OR DRIP LATERAL %"WASHED RIVER ROCK SUMP(1 S FEOCO 000U REDUCED PRESSURE BACKFLOW CO CU.FT.) O '1 Oj FEBCO 66OU REDUCED PRESSURE BACKFL ON PREVENTER S (HOUSE SUPPLY)WITH INTEGRAL O PREVENTR(IRRIGATION Cr)�/ DEFLECT TUBING TO PERMIT UNIONS.A5 SPECIFIED OR APPROVED EQUAL THIS DETAIL 15 FOR RECOMMENDED ■ ENTRY THROUGH BOTTOM OF INSTALLATION OF IRRIGATION TEE FLOW • SUPPLY)WITH INTEGRAL UNIONS.A5 SPECIFIED OR VALVE BOX. ®MANU FLOW PERS RE O AIR GAP DRAIN-PR LOCATION.FINAL CONFIGURATION AND 12"MIN. APPROVED EQUAL MANUFACTURERS RECOMMENDATIONS(TYPICAL) MATERIALS IS BY LOCAL CODES AND INSERT TEE WITH CLAMPS ENGINEERING DRAWINGS. LINE SIZE MASTER VALVE TYPE"K"COPPER HOUSE SUPPLY PIPE RUN 13 FLOW SENSOR-REFER TO MANUFACTURERS BACKFLOW OF REDUCED PRESSURE BACKFLOW PREVENTERI I� ��) REQUIREMENT UPSTREAM AND DOWNSTREAM PIPE RUNS t FLOOR DRAIN(TYPICAL) a e e A . " a a a a �� a e II'II a lr a a,.p a TYPE K HARD COPPER TO PENETRATION DRIP FLUSH VALVE LOCATIONS "a as a a a as "a e a\ /, as a �0 pFxFxF TEE AND 3/4ANDLE BRASS BOILER COPPER SUPPLY 51ZcE EXTEND E REDUCEDPRE55URN PIPE-LINE 1 '' r WIRE CONDUIT FROM CONTROLLER WITH OPERATIONAL INDICATOR BACKFLOW PRE�/ENTER LOCATION.INSTALL TYPE AND SIZE AS NOTED ON PLAN POINT OF CONNECTION NOTE AND SCHEDULE. SECURE BACKFLOW PREVENTER ASSEMBLY AND Date Issuance GRASSPAVE,GRA DRIP LINE INSTALLED UNDER COPPER TUBING TO WALL VIA UNI-STRUT CHANNEL TRAFFIC RATED PRODUCT OR SIMILAR AND COPPER FASTENERS AT 6 FT.O.G. 2020-OS- Building Permit FINISH GRADE 2020-05-15 Permit Set \\IBIS/'V//- IRRIGATION POINT OF CONNECTION RECESS ENTIRE ASSEMBLY FROM WALL A5 2D20-1D-14 Permit Revision D1 REQUIRED BY MANUFACTURER AND LOCAL CODES. 2021-08-13 Permit Change 1 Order#1 —[ INTERIOR INSTALLATION WITH :RI CT •N TEE PRIOR TO HOUSE BACKFLOW PREVENTER 2022-03-14 Bulletin01 4"TO 6" LINE DEPTH 0 Project 630-West Hopkins Ave,6946 o _ a Location Aspen /...]]]lil-CCCIII DRIP LINE BELOW GRADE IF Point of ConnMA Description Tap 1 INDICATED OR IF NO PEED MULCH OR INORGANIC Point of Connection Size VC ® FABRIC.CRUSHER FINE,OR MATERIAL,D APPLICABLE Controller Letter A DECOMPOSED CRUSHER GRANITE AREAS FINISH GRADE Date Prepared la-Mar-22 AMENDED SOIL LINE SPACING PER SCHEDULE _ w l night DI noun/R.6,0. SUB GRADE 4"TO 6" Estimatedweekly NNtaboo IN Spay Irrigated Texas OMBl =T.Tr DRIP LINE BELOW GRADE IN LINE DEPTH Prepared by Hydrosystemtsgp1.Iocplmlgaudshnba B.Trees=o.Te ��MASa ITURF AREAS-TYPICAL s m Design 'Nozzle Zoe Peak Daily Zone Water Operating �. FINISH GRADE — Zone Irrigation (if Precip.Rate FI w Demand u m Use Pressure Landscape / WI 1 \ / Ste . Zane Number Plant Description Applic.) (in/hr) (G MI (in/wk) run (gal/wk) (psi) Hydrozone DIN-In Llry 0.70 \\'`1Y'/// \\11Y((��r•(/\\`11t''V/ AMENDED SOIL Sha anen _ V , Title 4"TO 6" LINE SPACING PER SCHEDULE shrubs a I,I R E CTO R 1 ��rsrs�� Irrigation Details LINE DEPTH SUB GRADE _ _ M "�uW 0 0 or _ 1.1 IRRIGATION SCHEDULE L8.100 EQUALXS -- �� ' oo-PotSG... p.tp o.,g 33.1.1 „ - -- RRIGATION NOTES L8.100 8'' Projected ...4ruse,gallon,ld°hrubs t,p„ RRIGATION PLANS L8.200 AMENDED SOIL . weeklyruntime lhwy ofo•etheeetl Irrigation for inle.ommller 2.05 LINE SPACING FR SCHEDULE •Based upon sequential apeadm w woes.System has been designed to operate Multiple tunes SIntAanlausly up w zp 0PM. �liP% SUB GRADE RRIGATION DETAILS L8.300 — L8.301 Know what's below. Drawing No. SUBSURFACE DRIP SUBSURFACE DRIP IRRIGATION CHARTS L8.301 CIBUSINESS beforeYADANCEB R THE MARKING OF L H . 3 01 HORIZONTAL VIEW-Turf HORIZONTAL VIEW- Bed 18 DNDeROR°DNRADE OR UUTSTORDTILITIEe. RECEIVED 04/08/2022 ASPEN BUILDING DEPARTMENT