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HomeMy WebLinkAboutFile Documents.743 Cemetery Ln.0011.2018 (71).ARBK IRRIGATION LEGEND RAN SLEEVES: CLASS 200 PVC O • • POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/U SERIES 8 NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200PVC FLOW (GPM): Q-0.26 H-0.52 F-1.05 HINES INC 1 1/4-INCH UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC a e a POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/U SERIES 10 NOZZLE 1-INCH UNLESS OTHERWISE INDICATED PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.41 H-0.82 F-1.64 LATERAL PIPE HEADER TO INLINE DRIP: CLASS 200 PVC SITE WATER MANAGEMENT SERVICES 323 W.1-INCH UNLESS OTHERWISE NOTED COLLINS,DRAKE R DO 80TE 264 FORT e e • POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/U SERIES 12 NOZZLE COLLNS,COLORAD080526 �>� PRESSURE: 30 PSI RADIUS: 12 FEET Telephone:970.282.1800 6s1 INLINE DRIP TUBING: NETAFIM TLCV26-12 FLOW (GPM): Q-0.65 H-1.30 F-2.60 Web:www.hinesinccom I (J(l LATERAL PIPE TO TREE/SHRUB EMITTERS IN GRASS: 80 PSI RATED POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) O e • POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/U SERIES 15 NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET 1)- UNCONNECTED PIPE CROSSING FLOW (GPM): Q-0.92 H-1.85 F-3.70 POINT-OF-CONNECTION ASSEMBLY . - POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/MPR SERIES 1555T OR 15EST NOZZLE, PRESSURE: 30 PSI PATTERN: 4 X 15 FEET I BACKFLOW PREVENTION ASSEMBLY: FEBCO 825-Y FLOW (GPM): EST-0.61 SST-1.21 m MASTER VALVE ASSEMBLY: RAIN BIRD PESB -"---INDICATES CONTROLLER AND STATION NUMBER E FLOW SENSOR ASSEMBLY: RAINBIRD FS100B Al �-INDICATES LATERAL DISCHARGE (GPM) N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 1^ 1.00 INDICATES VALVE SIZE (INCHES) a QUICK COUPLING VALVE ASSEMBLY:RAINBIRD SRC 30PSI '`.---- INDICATES APPLICATION RATE (IN/HR) ', REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS ' INDICATES DESIGN PRESSURE (PSI) HUNTER ICV (SIZED PER PLAN) 0 IRRIGATION CONTROLLER UNIT WITH WEATHERSTATION 0 REMOTE CONTROL DRIP VALVE ASSEMBLY: RAINBIRD XCZ-PRB-100-COM CONTROLLER A:RAINBIRD ESP-LXMEF: 5 Stations CONTROLLER B:RAINBIRD ESP-LXMEF: 5 Stations ®`ls FLUSH CAP ASSEMBLY CONTROL WIRES IN CONDUIT OR WITH WARNING TAPE V/ INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE COMPLETION OF THE PROJECT: IRRIGATION SYSTEM OF 105 PSI (PER CITY ENGINEER), AT A MAXIMUM �71 DISCHARGE OF 12 GPM AT THE 3/4 -INCH IRRIGATION A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY �•L� POINT-OF-CONNECTION (POC). VERIFY PRESSURE AND FLOW ON SITE OPERATED VALVES. PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY T CONSTRUCTION. FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW l`// AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF BEST PERFORMANCE. ` �/CA \� UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. dioi 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF �/ y' ( T 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ICI WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE REPRESENTATIVE. OF THE PIPE PASSING THROUGH. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD 9' INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN BE NOTED: ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE w LOCAL ELECTRIC UTILITY CODES. A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO NI POSSIBLE. N SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE ,--i PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. 11. INSTALL TWO (2) #14 AWG CONTROL WIRES ON STANDARD WIRE SYSTEMS, 00 AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTINGFOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER 7r .--1 MATERIALS, AND ARCHITECTURAL FEATURES. LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN VALVE BOX. N MD THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS 12. ALL IRRIGATION WORK PERFORMED UNDER PROTECTED TREES REQUIRES DC NOT ALLOWED. \ O 00 HAND GRUBBING NO DEEPER THAN FOUR (4) INCHES. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE U CN C M U LT 0 CONSTRUCTION NOTES CITY OF ASPEN GENERAL NOTES Designed: JB 0THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE 1. APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE Drafted: MR,JB DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY AT EACH EMISSION DEVICE IS WITHIN THE MANUFACTURER'S Reviewed: MR OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW RECOMMENDED PRESSURE RANGE FOR OPTIMAL PERFORMANCE. IF Date Issued: PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME PRESSURE IS NOT WITHIN THE PREFERRED RANGE, ACTIONS 01.21.2019 SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S DESCRIBED IN SECTION 6.1.10 OF THE WATER EFFICIENT REPRESENTATIVE. LANDSCAPING STANDARDS MUST BE TAKEN. Revision Title Date 2. SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE Op WALL MOUNT THE IRRIGATION CONTROLLER INSIDE THE GARAGE AT THE MATCHED PRECIPITATION RATES, UNLESS OTHERWISE DIRECTED BY I Revision 1 01212019 APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE MANUFACTURER'S RECOMMENDATIONS. 2 THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD 3. ENSURE THERE IS HIGHEST POSSIBLE DISTRIBUTION UNIFORMITY, BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT AND HEAD-TO-HEAD COVERAGE. 3 IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER 4. AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION 4 BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. MANAGEMENT PLAN IS REQUIRED AS DESCRIBED IN SECTION 6.7 I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY s FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. THROUGH 6.9 OF THE STANDARDS. FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN e OIRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. ENSURE THE FOLLOWING: INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. Ltk 1. TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION 0 MAINLINE AND LATERAL LINES ARE SHOWN IN SAME SLEEVE FOR UNIFORMITY OF 0.65 OF HIGHER USING THE PROTOCOL DEFINED IN CLARITY ONLY. MAINLINE, CONTROL WIRES, AND LATERAL PIPE SHALL ASABE/ICC 802-2014 BE INSTALLED IN SEPARATE SLEEVES. 2. POP-UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6". 01/21/2019 NAME DATE EDWARD W PRICE ID#: 50322 Sheet Title: IRRIGATION LEGEND&NOTES Sheet Number: IR 1 .0 RECEIVED 02/07/2019 ASPEN BUILDING DEPARTMENT HINES INC SITE WATER MANAGEMENT SERVICES 323 W.DRAKE RD,SUITE 204 FORT COLLINS,COLORADO 80526 Telephone:970.282.1800 Web:www.hinesinc.com WATER EFFICIENT LANDSCAPING STANDARDS AND ORDINANCE WATER EFFICIENT LANDSCAPING STANDARDS AND ORDINANCE J WATER EFFICIENT LANDSCAPE WORKSHEET--WATER BUDGET ANALYSIS--743 CEMETERY LANE WATER EFFICIENT LANDSCAPE WORKSHEET--WATER BUDGET ANALYSIS--745 CEMETERY LANE Note: Project Applicant must complete this worksheet as it is a required element of the Landscape&Irrigation Documentation Package. Note: Project Applicant must complete this worksheet as it is a required element of the Landscape&Irrigation Documentation Package. SECTION A.GALLONS OF WATER NEEDED BY PLANT CATEGORY AND IRRIGATION TYPE: SECTION A.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: The specific irrigation water needs of each hydrozone in the design should be determined using the following formula and factors: Irrigation Water Budget=[(ETo x Plant Factor)-Re]x Irrigated Area+Irrigation Efficiency x 0.623 Irrigation Water Budget=[(ETo x Plant Factor)-Re]x Irrigated Area+Irrigation Efficiency x 0.623 Where: Where: ETo=Reference Evapotranspiration=27.4 inches/season(May through September) ETo=Reference Evapotranspiration=27.4 inches/season(May through September) Re=Effective Precipitation=6.8 inches/season(May through September) Re=Effective Precipitation=6.8 inches/season(May through September) Irrigated Area=Hydrozone Area in Square Feet Irrigated Area=Hydrozone Area in Square Feet Water Use Category Plant Factor Irrigation Method Default Efficiency Water Use Category Plant Factor Irrigation Method Default Efficiency 0 0 0 0 ' \ Very High 0.90 Overhead 75% Very High 0.90 Overhead 75% V High 0.80 Drip 90% High 0.80 Drip 90% Medium 0.65 Medium 0.65 Low 0.40 Low 0.40 Very Low 0.25 Very Low 0.25 SECTION B.HYDROZONE INFORMATION TABLE AND WATER BUDGET CALCULATION: SECTION B.HYDROZONE INFORMATION TABLE AND WATER BUDGET CALCULATION: Complete the hydrozone table for each hydrozone. Use as many rows as necessary to provide the square footage of landscape area per hydrozone. Complete the hydrozone table for each hydrozone. Use as many rows as necessary to provide the square footage of landscape area per hydrozone. � CA Reference ET Reference ET o> 1 IA 27.4 7inches/year' 27q.11111 inches/year 17.1 gallons/square foot 17.1 gallons/square foot Effective Precipitation Effective Precipitation 6.8 II=inches/year 6.8 _ finches/year 4.2 gallons/square foot 4.2 gallons/square foot PI r ,\-i2 Hydrozone Hydrozone Plant Water Need Plant Water Need Hydrozone Plant Water Use Type(s) Plant Factor Irrigation Method Irrigation Efficiency Area Hydrozone Plant Water Use Type(s) Plant Factor Irrigation Method Irrigation Efficiency Area M (Sq.Ft.) (gal/season) (Sq.Ft.) (gal/season) N Example L 0.40 Drip 0.90 2000 5759 Example L 0.40 Drip 0.90 2000 5759 I. / Zone 1-A2 Medium 0.65 Drip 90% 270 2,058 Zone 1-B1 Medium 0.65 Drip 90% 335 2,553 pq Zone 2-A5 Very High 0.90 Overhead 75% 300 4,451 Zone 2-B5 Very High 0.90 Overhead 75% 275 4,080 .--1 8 Zone 3-A1/A4 Medium 0.65 Drip 90% 793 6,044 Zone 3-B2/B4 Medium 0.65 Drip 90% 493 3,757 \O Zone 4-A3 Medium 0.65 Drip 90% 794 6,051 Zone 4-B3 Medium 0.65 Drip 90% 1937 14,763 .--i DD ! 00 Zone 5-SPA High 0.80 Drip 90% 63 659 Zone 5-SPA High 0.80 Drip 90% 63 659 0 Zone 6-A6 Low 0.40 Overhead 75% 750 2,592 Zone 6-B6 Low 0.40 Overhead 75% 900 3,110 �./� U C\ 2 Zone 7 - 1.00 - 100% 0 - Zone 7 - 1.00 - 100% 0 - `, / 'j t'O ry00 Zone 8 - 1.00 - 100% 0 - Zone 8 - 1.00 - 100% 0 - p �( '� .7 Zone 9 - 1.00 - 100% 0 - Zone 9 - 1.00 - 100% 0 - .o c A/ C ) Q- Zone 10 - 1.00 - 100% 0 - Zone 10 - 1.00 - 100% 0 - o: ' Q, w G� U Zone 11 - 1.00 - 100% 0 - Zone 11 - 1.00 - 100% 0 - Designed: JB Zone 12 - 1.00 - 100% 0 - Zone 12 - 1.00 - 100% 0 - Drafted: MR,JB Reviewed: MR Zone 13 - 1.00 - 100% 0 - Zone 13 - 1.00 - 100% 0 - Date issued: Zone 14 - 1.00 - 100% 0 - Zone 14 - 1.00 - 100% 0 - 01.21.2019 TOTAL 2970 21,855 TOTAL 4003 28,922 Revision Title Date AVERAGE IRRIGATION WATER NEED-ALL ZONES*-In gallons/sq.ft./season 7.4 AVERAGE IRRIGATION WATER NEED-ALL ZONES*-In gallons/sq.ft./season 7.2 I Revision 1 01212019 *The average must be less than the Maximum Applied Water Budget of 7.5 gallons/sq.ft./season. *The average must be less than the Maximum Applied Water Budget of 7.5 gallons/sq.ft./season. 2 3 Total area of irrigated Total area of irrigated 4 public right-of-way: 0 Sq.Ft. public right-of-way: 0 Sq.Ft. s Total area of Total area of 6 non-irrigated landscape: 0 Sq.Ft. non-irrigated landscape: 0 Sq.Ft. 7 Sheet Title: IRRIGATION HYDROZONES Sheet Number: E. 1 .1 RECEIVED 02/07/2019 ASPEN BUILDING DEPARTMENT HINES INC SITE WATER MANAGEMENT SERVICES 323 W.DRAKE RD,SUITE 204 FORT COLLINS,COLORADO 80526 Telephone:970.282.1800 Web:www.hinesinc.corn U B3 - Drip �� t„ '�' qe Tree ��, OPSI� d % V)\J B6 0: _ i I 11111:40. ) m o ®rWEI a °� it 4 20, ; t� �0„.. 0.44 +'�i� "? J `�1 30PSI r0 �OPSI �Z r —1r. v"� �� ' :116'� �el I ���ya• I ;;a„""" "�p C di O �� ' ��� � �" 4� o�pf~ � 1151ZE. 3/4 1Np5 R51 'v a \ ``L 0.44 . 1 ....), �ra � �` A . ''� E aii 4 a�ar p E UR 0 M �� 30PSI .r ,'• ' ���'a��i's�a't ►iit�i�a �.��a �O 1pASA 12 p ,_r!,�. 1 cr,, Id'` v 4 IV 203 - '1 i, ' 11;' °1' U1REo -r- ,�_%3 � �30PSI ------ a ��,, , +� CQv�WER RE �T iji��' `�'il 1\� � sry ,,;A AsperwELSouldbn1 p VAG �.�v= ' � CF1'>;� 5.2.7,trees should be Wfr, €� a ' \ V�� �0 7 9 Yton separate valvesSHIFT 100 UNITS ��1 .,,� d _ -- � "'�- from shrubs, _� �� ����� �i �; y✓- 0 ground-covers and �1- 6..i ° turf grasses,where 1 _ feasible.Consider �V -\- " r' mrevisions to complyv lir ® v ' 4. withthis_-- O �d� :commendation. jGI EV1 .�. O .��::%'�%"�%"" � past ! �.IO LN �� = �m ,, -62' +�I ---------\ 1 4. i 0.....1 CA YIAKg%flr• -..' ° /� `a'yl ��R�R�R REQUIRED 2.48 '10� _ 30PSI �� \ alb 1 120 VAC \ �\ 1 OO � � l �� v Cr) ��IY� =�-- . , h,,, �� \ 7VCI----:(:1lNgra°la-TFA) ;;iIrlii;llri;::iit\ ',tit , 420 Q� 1:ialii'sr...: 7 N It" •. baESU 1 M PS �- 0 110 kr)1 1‘,',:' p11* __ illi � 1�:GtAfgfitteegtr_ . ,,,‘ 01...a_____.1.,,,t0„„, „IL.7,\--)0,4,,,_. r a ,, !oo \ ' t ';LI—Wilill‘'.. ''''..."-4'1-t—''''"'"%?../ 14-1:41111r#11 -r oppr---- 30PSI ............--.*,,,.,,,...040•A---..b..06-0,--aii._ -iv _._---- - v a O�1 s i�a►/1'�.r _i Designed JB �� Drafted: MR,JB _. . �•- ' W Reviewed: MR KAMM • 'i. ° 0.44 Date Issued: 30PSI 30PSI 01.21.2019 POC Information Revision Tile Date ROC Flow Rate(GPM) 0.0 1 1 Revision 1 01212019 Tap Size .75-inch 2 Available Discharge(GPM) 10 3 Tap Pressure Available(psi) 105 q Pressure Losses 5 Sprinkler 30,0 6 Lateral pipe from RCV to sprinkler 3.0 7 Remote Control Valve 2.0 Mainline pipe from backlow to RCV 10.5 Master valve 2.0 / Backfow prevention device 12.0 /J water meter 3.0 Ift' 15' LP 120' IJ SCALE:1"=10' NORTH Service line length 100 144 (feet in left column,psi in right column) Sheet Title: Elevators change to most remote none PLAN (feet in left column,psi in light column) 06 IRRIGNITON Miscellaneous losses 0.0 Sheet Number: Total Losses(psl): 76.9 Remaining Pressure(Pair: 28.1 IR RECEIVED 02/07/2019 ASPEN BUILDING DEPARTMENT VALVE BOX WITH LOCKING COVER: SECURE CHRISTY ID TAG WITH NYLON TYPE K HARD COPPER FROM POTABLE CARSON 1419-4B. ZIP TIE. LABEL WITH CONTROLLER AND WATER SERVICE PROVIDED BY OTHERS. BRAND LID WITH "MV' STATION NUMBER. `av / FINISH GRADE �\ BRASS UNION (TYP.) FINISH GRADE/TOP OF MULCH „/� \,.''''*,' HINES INC SECURE CHRISTY ID TAG WITH NYLON VALVE BOX WITH LOCKING COVER: VALVE BOX WITH COVER: / � 3/4-INCH FEBCO 825Y REDUCED �. ZIP TIE. LABEL WITH CONTROLLER AND CARSON 1419-4B. BRAND "FM" ON 2-INCH MIN CARSON 910-4. PRESSURE ASSEMBLY WITH SHUT-OFF t/4STATION NUMBER. " LID W/ 3-INCH HIGH LTRS. BRAND LID WITH VALVE "IGV" VALVES i p. SITE WATER MANAGEMENT SERVICES ]E ,Q", 323 W.DRAKE RD,SUITE 204 FORT EXTERIOR BUILDING WALL 30-INCH LINEAR LENGTH OF ©© COLLINS,COLORADO 80526 ]� (SHOWN DIAGRAMATIC COILED WIRE FINISH GRADE TOP OF MULCH 4-INCH PVC CL IRE00 PIPE Telephone:970.282.1800 / ' (LENGTH AS REQUIRED) Web:www.hinesinc.com C WATER PROOF CONNECTION (1 OF 2) oO°000° ]L TWO (2) CONDUCTOR TWISTED PAIR moo; 000• 3-INCH MINIMUM DEPTH OF 1-INCH MALE ADAPTER W/PVC CAP MASTER VALVE, SIZE TO MATCH POC �� CONSHINECTION DIRECT TRA BURIAL CABLE LE FOR o po / ]C !" I 3 4-INCH WASHED GRAVEL I.WATER PROOF CONNECTION (1 OF 2) , BRICK (1 OF 2) 3 INCH MINIMUM DEPTH O3M SERIES 7000 EPDXY KIT _3/4-INCH WASHED GRAVEL FLOW SENSOR PER LEGEND ;;;wrrtli ��• •I' V' I GATE VALVE WITH CROSS HANDLE, PIPE SUPPORT, 1 OF 2 ' 0L•_ PVC MAINLINE TO SYSTEM "' SIZED TO MATCH MAINLINE. MODEL MECHANICAL ROOM FINISH FLOOR - 6-o �go �I PER LEGEND O°o _, MIN.10 PIPE DIA.� f MIN.5 PIT DIP.► °O ` �o°�ep`o ooOp�0-0 STRAIGHT PPE _ °°O�0.o I.8�0 w °O`°8° `_ STRAIGHT E LANDSCAPE AREA °• y MIN:'-12 INCH 1-INCH TYPE K HARD COPPER. BRICK (1 OF 4) FLOW 'j■*.jn��1 PVC MAINLINE lin PVC MAINLINE TRANSITION TO CLASS 200 PVC• PRIOR TO MASTER VALVE. SRCZC8010) MALE ADAPTER (SPEARS 000 0°050 80000°° o•�oo, ) �I lil 99 NON-WOVEN LANDSCAPE FABRIC „ °oo moo°ooaooO�A°o°OOOpo•P° ,+ BRICK (1 OF 4) Milli SCH. 40 MALE ADAPTER NOTES: SCH 40 PVC MALE ADAPTER (SPEARS 436 SERIES) (SPEARS 436 SERIES) 1 OF 2 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL LOCAL AND STATE CODE NOTES: REQUIREMENTS. 3-INCH MINIMUM DEPTH OF 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. PROVIDE SHOP DRAWING OF BACKFLOW ASSEMBLY AND PIPE ROUTING WITHIN 3/4-INCH WASHED GRAVEL MECHANICAL ROOM FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NON-WOVEN LANDSCAPE FABRIC ACKFLOW PREVENTION UNIT MASTER FLOW N GATE O ASSEMBLY IN MECHANICAL ROOM ©ASSEMBLY ©ASSEMBLY SENSOR 4 VALVEO ASSEMBLY SECURE CHRISTY ID TAG WITH NYLON CHRISTY ID TAG ZIP TIE. LABEL WITH CONTROLLER AND ' \ VALVE BOX WITH COVER: STATION NUMBER. FINISHED GRADE V CARSON 910-4. VALVE BOX WITH COVER: CARSON a :���� �y, 30-INCH LINEAR LENGTH OF WIRE, �'�,S A' _-- IRRIGATION CONTROL WIRES SECURED _J BRAND LID WITH VALVE "QC" COILED 1419-4. �..-11�'a. 3-INCH MAX BRAND LID WITH VALVE NUMBER I} TO BOX WITH NYLON ZIP TIE. FINISH GRADE WATER PROOF CONNECTION (1 OF 2) \ FINISH GRADE/TOP OF MULCH IRRIGATION VALVE/SENSOR ASSEMBLY \�,� ' (ABOVE GRAVEL) r/ QUICK COUPLING VALVE PER LEGEND VALVE BOX WITH COVER: CARSON �� WATER PROOF CONNECTION (1 OF 2) 3.0-INCH MINIMUM DEPTH OF• '> 1419-4. BRAND LID WITH VALVE NUMBER - 3/4-INCH WASHED GRAVEL STAINLESS STEEL HOSE CLAMP l 3"M- ' COILED I1�2 oo°" °oP"�y°-.Si / 30-INCH LINEAR LENGTH OF WIRE, (1 OF 2) REMOTE CONTROL VALVE, SIZED AS ���•� �� y»ooe,mo Soso 4) t �� ? o f BRICK (1 OF y I SHOWN ON DRAWINGS I����I I � 1 REMOTE CONTROL VALVE, SIZED AS 36-INCH No. 6 EPDXY COATED REBAR --'* ■ IL SHOWN ON DRAWINGS APPROVED GE TECH FILTER FABRIC / FINISH GRADE/TOP OF MULCH �� �I� . (EXTEND 10" UP BOX WALL) •1 3-INCH DEPTH OF 3/4-INCH WASHED SPEARS PVC TRUE UNION BALL VALVE / SECURE CHRISTY ID TAG WITH NYLON o- of ��� ■ mom II GRAVEL 3" �1' J�Q� '��[� STANDARD QUICK 00 �\- ZIP TIE. LABEL WITH CONTROLLER AND -- APPROVED GEOTECH FILTER FABRIC > COUPLER OR ISOLATION 0 0000 ggOe o•o° oo GATE VALVE BOX CA 4.1 goo 0 0 000 0.'. BRICK (1 OF 2) \� I STATION NUMBER. I Soo oo moa o�ro 000 11 (EXTEND 10" UP BOX WALL) °O°S �� ,o go°o i p�`.Jp0000� aoo0 0 �/ o � o • ►� -SCH 80 PVC NIPPLE, TOE 1�� . o°- o°o PVC SCH LENGTH VARIES) � - SPEARS PVC TRUE UNION BALL VALVE o�e ,' REQUIRED 80 PIPE (LENGTH AS • • • 4." 0.....1 ( ���M�' - j PVC SCH 40 EL b 1 % ) ) '''-';'4;` _ e• .a° PRE-FABRICATED SWING JOINT: .I�I�IIE` 1 - "�"?..��„ BRICK (1 OF 4) PVC MAINLINE SPEARS 5815-010-10 \ - 1.I 000 'jQO ooao�po°oo i j o BRICK (1 OF 4) MIN 12" - STANDARD CARBON 1419 PVC MAINLINE PIPE ►, �;°80 0 °amo ro °o'r>, PVC SCH 80 PIPE PVC SCH 40 TEE OR EL MIN•12" REMOTE CONTROL VALVE •�► a I 4/L (LENGTH AS REQUIRED) MIN T2" -� BOX LOOP 1' OF 2 SPARE WIRES TURF OR PLANTING BED v SCH 40 PVC TEE OR EL WITH FPT • PVC MAINLINE COMBINED PRESSURE REGULATOR - OUTLET =-�� AND Y-STRAINER • a a PVC SCH 40 TEE OR EL 3.0-INCH MINIMUM DEPTH OF °_\` PAVEMENT OR EDGING RESTRAINTPll 3/4-INCH WASHED GRAVEL NOTES: NOTE: 1. INSTALL ONLY ONE RCV TO VALVE BOX. LOCATE AT LEAST 12-INCHES FROM PVC SCH 40 MALE ADAPTER AND ALIGN WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV ' \ 1. USE BARBED INSERT FITTINGS ON DRIP LATERAL PIPE WITH STAINLESS STEEL HOSE V (SPEARS SR-2-0801) CLAMPS. PLACE CLAMPS ON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITTING. ASSEMBLIES TOGETHER WHERE PRACTICAL. M 3.0-INCH MINIMUM DEPTH OF PINCH CLAMPS ARE NOT ACCEPTABLE. 4. GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL, BUT AVOID GROUPING N 3/4-INCH WASHED GRAVEL MORE THAN THREE (3) STANDARD VALVE BOXES TOGETHER IN A SERIES. ' \ 5. ARRANGE GROUPED VALVE BOXES IN RECTANGULAR PATTERNS. V 0 QUICK COUPLING REMOTE CONTROL TURF REMOTE CONTROL DRIP TYPICAL VALVE BOX . oO0 VALVE ASSEMBLY 6 VALVE ASSEMBLY0 VALVE ASSEMBLY 8 INSTALLATION N v O 00 ! 00 - --TYPICAL RAIN/FREEZE/WIND SENSOR; PROFILE VIEW PLAN VIEW \ OU 16._ PROPERLY MOUNTED ON POST OR IRRIGATION CONTROLLER. IIGUTTER TO RECEIVE FULL SUN, OPEN MAINLINE, LATERAL, PIPE AND WIRE TO RAINFALL AND OUT OF SPRINKLER #6AWG SOLID BARE COPPER WIRE #6AWG SOLID BARE COPPER WIRE & 24-V WIRE LATERAL PIPE SLEEVING ♦••/•\ `r I\ NO O COVERAGE. 4" X 96" X Ys" 1 l V I� WALL MOUNTED CONTROLLER COPPER GROUNDING PLATE 12" MIN �� 1,, (REFER TO LEGEND FOR MODEL) r1.4 ryy, yy• vy�, ��yyy y�, 1/4/14 �yyy,��yyvy� °Yi FINISH GRADE CONCRETE SLAB o �'�a c c COMMUNICATION WIRE INSTALLED IN GROUNDING CLAMP 3L i � ��� dO U CONDUIT; MAX WIRE DISTANCE: 200'. -rC0 NECTION L i� !� 3W �� °' a WALL (WIRELESS OPTIONAL; REFER TO LEGEND) 30" MIN ' W j } ® Designed: JB . - _. 120 VOLT POWER SUPPLY WIRES IN _ 24" V 1 Drafted: MR,�� Revuwed: MRJB METAL CONDUIT Ai_18" I-.. L L _- 4" 4'• Date Issued: MINIMUM 10 FT.� • li PVC CONDUIT FOR CONTROL WIRES a ii o� 24 _ 11 TO LANDSCAPED AREA 3L i ./ - 4„ ll 01.21.2019 �I� #6 BARE COPPER GROUNDING WIRE IN i / \\� - /1 PVC SWEEP ELL I i / 4" X 96" X YB' b I 4 Revision Tile Date METAL CONDUIT / i COPPER,GROU PLATE r 1.5"SIZE I� WI I, 2L I / / N e 4" I Revision 1 01212019 1. PAVEMENT ' � ll FINISH GRADE2 \ \ _ / / / / / / \ \ 4 10=11 1 EV I1=1I1=-III L- \ / / / \ \ 1=III- III= PVC SWEEP ELL2- EXCAVATED MATERIAL 3 ‘ims T"A; DIRECT BURIAL CONTROL WIRES TO - - 1 I // 4 �� #6AWG SOLID COPPER BARE WIRE --'#6AWG SOLID BARE COPPER WIRE I I I ) i I V PIPE WIRING 5 CONTROL VALVES / BEDDING & COVER MATERIAL SLEEVE SLEEVE 6 / \ 5/8"X10' GROUNDING ROD. \ / / COPPER GROUNDING WIRE (` 1 ELECTRODE SPHERE OF INFLUENCE _ / TO BRONZE CLAMP. \= =/ --- \\ \\ / / / ' \ / / WARNING TAPE 7 COPPER CLAD GROUND ROD \ \nn L '-' / / NOTES: (5/8" X 8') PAIGE ELECTRIC \\ ✓ N // // 1. SLEEVE ALL PIPE AND WIRE SEPARATELY. NOTES: PART NUMBER 182007. C -_- / 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS."SNAKE" UNSLEEVED NOTES: PLASTIC PIPE IN TRENCH. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH 1. INSTALL ALL WIRING PER LOCAL ELECTRICAL CODES. 1. INSTALL GROUNDING ROD OR PLATE BASED ON SITE CONDITIONS, DO NOT INSTALL BOTH. N ,/ 2. INSTALL GROUND ROD WITHIN IRRIGATED TURF AREA. IF IRRIGATED TURF AREA IS NOT IN 2. DO NOT INSTALL ANY OTHER WIRE OR CABLES INSIDE THE SPHERE OF INFLUENCE. \ /_ AND BETWEEN PIPES. CLOSE PROXIMITY TO CONTROLLER, INSTALL ONE (1) DRIP EMITTER FROM NEAREST DRIP 3. INSTALL GROUNDING PLATE AT A MINIMUM OF 30-INCHES BELOW GRADE OR BELOW FROST-LINE, WHICHEVER IS DEEPER. 3. ALL 120-V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE VALVE IN VALVE BOX HOUSING GROUNDING ROD. 4. TYPICAL INSTALLATION SHOWN FOR AN IRRIGATION CONTROLLER CAPACITY OF 64 STATIONS OR LESS, INSTALL AN ADDITIONAL GROUNDING ROD/PLATE PER 64 STATIONS. REQUIREMENTS. TAPE AND BUNDLE 24-V WIRE EVERY 10' AND PROVIDE LOOSE 20" LOOP Sheet Me: AT ALL CHANGES OF DIRECTION OVER 30 DEGREES. IRRIGATIONDETAIIR WALL MOUNT TYPICAL IRRIGATION CONTROLLER GROUNDING TYPICAL TRENCHING Sheet Number 9 CONTROLLER ASSEMBLY 1 0 ROD OR PLATE INSTALLATION do DETAIL IR 3 .0 RECEIVED 02/07/2019 ASPEN BUILDING DEPARTMENT PAVED SURFACE LANDSCAPE DRIPLINE TUBING: CURB AND GUTTER IF APPLICABLE MODEL PER LEGEND TIE DOWN STAKE SPRAY NOZZLE, PER PLAN: i� RAIN BIRD TDS-O50 W/BEND HIKES INC • SEE LEGEND FOR MODEL (QTY. AS REQUIRED) DIFFUSER BUG CAP: 36" d� 1 / \ RAIN BIRD MODEL DBC-025 12"MIN I�li������hli�il��l��� — 1�1uElil�1�,�,,„.�,,,,��9d�� FINISH GRADE/TOP OF MULCH 1/4-INCH TUBING STAKE: Ale \.I.1.� �� \ RAIN BIRD #TS-025 SITE WATER MANAGEMENT SERVICES ROUGH GRADE TREE TRUNK 323 W.DRAKE RD,SUITE 204 FORT �— ff �_ �� \ 1/4—INCH DISTRIBUTION TUBING COLLINS,COLORADO 80526 - / Telephone:970.282.1800 III-III 2" PVC PIPE SLEEVE MARKER: INSTALL AT -III - POP-UP SPRAY BODY: \� I TREE ROOTBALL Web:www.hinesinc.com =III ICI- BOTH ENDS OF EACH SLEEVE LOCATION AND -� WITH CHECK VALVE AND PRESSURE -III-III II-I MULCH BED �� �� J 111 III- EXTEND AT LEAST 3'ABOVE GRADE. SPRAY REGULATING VALVE FEATURES �5' V -�=III =� EXPOSED PORTION OF MARKER WITH GREEN SEE LEGEND FOR MODEL I I III-III III- FLUORESCENT PAINT. 1 . II DRIP EMITTER 24-INCH MIN I I / / y (REFER TO SPECIFICATIONS) 4"-6" MIN. / 1/2-INCH MALE NPT x .490 INCH \\ ��__ / /jj j j/j j j j/ • I^. f// BARB ELBOW: RAIN BIRD MODEL �� f I� \�I�I SBE-O50 __- /�� -y / ///� 4 O I �j SCH 40 TEE SxSXFIPT /// j/ ���// 4u-6" MIN. ' \� \. \' ( �����///�'+� FINSH GRADE � _ . PVC LATERAL PIPE -.wi 3/4-INCH POLY //�\//�\/\� \\���\�\�\ �\�\�\ �\ �\�\ SEAL ENDS OF SLEEVES WITH CLOTH DUCT TAPE (TYPICAL) PVC SLEEVING (TYPICAL) SCH 80 ELBOW DRIP LATERAL PIPE PVC SCH. 40 TEE OR EL NOTE: I PLANT ROOT BALL SWING PIPE, 12-INCH LENGTH: NOTE: Ill 1) ALL SLEEVING TO BE CLASS 200 BE PVC, SIZED AS NOTED. RAIN BIRD SPS-FLEX100 1. CONTRACTOR SHALL INSTALL ALL DRIP TUBING IN TURF AND NATIVE AREAS 2-3" 2) INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES BELOW GRADE. ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES 2. UTILIZE 25-FEET OF LANDSCAPE DRIP ON ALL TREES, CONCENTRIC RING DIAMETER VERTICALLY. DEPENDANT ON LANDSCAPE AREA AVAILABLE. 6-IN H OP UP SPRAY INLINE DIP RING SPIRAL SINGLE OUTLET ® DETAILTYPICAL SLEEVING ® S SPRINKLER KLEER ASSEMBLY 1 4 ASSEMBLY FOR THE S IN NATIVE ® EMITTER ASSEMBLY 2-4" ® RAIN BIRD MODEL # DBC-025 -...-,.7r5_R DRIP LINE TUBING LATERAL: 1/2" v DIFFUSER BUG CAP NETAFIM TECHLINE WITH 0.26 GPHiii VALVE BOX WITH COVER: CARSON 708-4. FINISH GRADE t• 1 EMITTERS 12" O.C. (TYP) MODEL MULCH BRAND LID WITH "FC" TECHLINE TEE • 12" TLCV26-12 6„ FINISH GRADE • 16" TECHLINE TUBING REMOTE CONTROL VALVE REFER �T1 i/ i �/ i T,� FINISH GRADE/TOP OF MULCH TO DETAIL #X• F.L� �,,,,�/���i� �� '�� 4. �ky • PVC SUPPLY HEADER �// ,G/\/\//// /\"/\/ RAIN BIRD MODEL #TS-025 �'\` FLUSH CAP: 3/4-INCH BARB X ��y��jy� ��iyj � ���/j /4" TUBING STAKE( PICAL) 3/4—INCH M NPT ADAPTER AND D � THREADED CAP � Il BLANK TECHLINE • T/1 • • . 3 4-INCH DRIP LATERAL PIPE MIN TUBING l/1 1/4-INCH DISTRIBUTION TUBING / ( TECHLINE START CONNECTIONdic " cill ) �_ � 12—INCHES LOOPED) (PVC TO ELL): REFER TO ' �� RAIN BIRD MODEL # XB-10-6 I 3—INCH DEPTH OF 3/4—INCH TECHLINE 3 4'" DETAIL #X MULTI—OUTLET XERI—BUG EMITTER • MnEW ' WASHED GRAVEL MALE ADAPTER -6',Sp AREA PERIMETER 00'ocWa • o"qg;C�,"smo,.,,a&o �� 3/4-INCH MALE BARBED ELBOW PVC TEE (SxSxT) • i. DRIP LATERAL TUBING o^o :_: '" s�0 * BRICK 1 OF 2 PVC EXHAUST HEADER a000 -, a� ( ) PVC PIPING DRIP EMITTER BOX -..... �' • FLUSH CAP ASSEMBLY PLUMBED TO ��IIIII. , 3/4-INCH DRIP LATERAL PIPE /��y� 3/4" CRUSHED STONE PVC (TYP) CURB OR PLANTING BED EDGE • NOTES: 1. INSTALL SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS NOTE: • . FOR EQUIPMENT APPLICATION AND INSTALLATION. M 1. LOOP IRRIGATION DRIP TUBING INSIDE VALVE BOX FOR EXTENSION OUTSIDE OF 2. MAXIMUM FLOW FOR 1-INCH REMOTE CONTROL VALVE ASSEMBLY IS 10 GPM. N BOX DURING BLOWOUT. 3. INSTALL AT A DEPTH OF 4"-6" IN UNIFORM SOIL. II^ l `O •( , v "" MULTI-OUTLET DRIP EMITTER 0DRIP FLUSH CAP PVC TECHLINE SUBSURFACE DRIP °O 1 6 ASSEMBLY FOR TREES IN BEDS ASSEMBLY 1 8 CONNECTION 1 9 ASSEMBLY IN SHRUB BEDS : : OU 0 \2-4" 0 L) CS, Z rziW1 DRIP LINE TUBING LATERAL: 1/2" - IN-LINE DRIP TUBING FROM SHRUB BED �../� NETAFIM TECHLINE WITH 0.26 GPH ` ' I �� O EMITTERS 18" O.C. (TYP) MODEL I C t xQ, _ O 12" TLCV26-18 JJJ _ _ J1 REMOTE CONTROL VALVE REFERTEE FITTING G 3� va U \ Des ned: JB DETAIL #7 Z _, ...--- TO PVC SUPPLY HEADER Drafted: MR,JB Reviewed: MR \ IN-LINE DRIP TUBING: Date Issued: REFER TO LEGEND 01.21.2019 FOR MODEL Revsion Title Date TECHLINE START CONNECTION / \ Revision 1 01212019 (PVC TO ELL): REFER TO I i�l TREE ROOTBALL Z DETAIL #18 I / I a 5 AREA PERIMETER ESTIMATED DRIPLINE \ / OF MATURE TREE PVC EXHAUST HEADER 6 LINE FLUSHING VALVE 7 • d FLUSH CAP ASSEMBLY PLUMBED TO \ / REFER TO DETAIL #X PVC (TYP) CURB OR TURF BED EDGE NOTES: ---. _- 1. INSTALL SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR EQUIPMENT APPLICATION AND INSTALLATION. TECHLINE TEE 2. MAXIMUM FLOW FOR 1-INCH REMOTE CONTROL VALVE ASSEMBLY IS 10 GPM. 3. INSTALL AT A DEPTH OF 4"-6" IN UNIFORM SOIL. SheetTitle: IRRIGATION DETAILS SUBSURFACE DRIP 0 INLINE DRIP TREE RING Sheet Number: 2 0 ASSEMBLY IN TURF AREAS FOR TREES IN SHRUB BED IR 3 .1 RECEIVED 02/07/2019 ASPEN BUILDING DEPARTMENT Proposed Storm Water Detention Area (See Civil Engineer's plan.) o3 0 ` o 18"Gravel Area J A(2"of road base w/1/2"crushed,washed gravel. \.® N \,,,, v e Edge w/4""roll top"metal edging.) 1d, Cr) AR, y � ,; Drainage Swale (See Civil Engineer's Plan for ® / /'h 7.1 grading and drainage information.) 1� �\� l� c Existing Trees ---.___\(To be removed.) S o. 2T,A„ �'- 787g�� ' Mulch Path * v \ v). r ExistingaTrees _- 7381- o„^�;,naEas L� - p1oPe Ube .��5 . 1 `� \\ \ cia (D . l'-=. - 7882—, ----_=-0. 101-: E ,_„_,, logo._.— _..twoolivil '4 -----\ \ \. c.n : CDt ;1 :, ___-->-— - ...604,A .4,,, ,A,tg•-.-, M \ A \ \ \\\\ '-- \-*- ____„ , 7, , ,_i,...„1„:_„--06, \ow. ,, ___iss&--- < \ \ \ ,353 \ \ \ \ \\ f----:::::i :\`'' - capik Garage P \�\ 14004 If.,/lir,- `. Attp (Slab Elev.7882.5') \��hispz'.a'�� ��- �' - " 3" 1 1/ Existing Trees in R.O.W. Proposed Spa ! � �.� 2'.4" �.. j / p p _ e a 1 �� i (To be transplanted.) (Hot Springs"Jetsetter'T-0"x 5,5"x 38" a : • �� t" 1 �, \ ( �\ Mk ro C prefabricated spa.T.O.W.=flush w/terrace.) q '/��• �ry�,�. ■i... �a, _------- Area \ / I 1 Drain 1•1 '' 'Sit** 15 I ( �1- Pro osed Residence „8&0, 7363.E I I��a,,,ne �l Rim Elev.=7882.1T T'.9° 1� p I (Architectural Elev.100'-0"-Site Elev. 864.0') _ I m drain to daylight at detention area.) �� _ -_ �1 41) __- Terrace 1 t % '` /+ (605 sq.ft.of colored,sand finish concrete. , ( 1 _—___.0,,,.x� 'J UNiLAuto COUrt� Color to be selected by owner.) > •a.3• ice, ', `-''(3,170 sq.ft.UNILOCK"ECO-PRIORA""" i I 7 \x 884 1 p +7683.64' 7e3ao•+11. Ft,,°:,:o'^• �, � 2'-8 permeable pavers or equal w/ �1�, I 1 r tip Z% =405 ss ft.of 12"colored concrete border. 4 I •\ Q- .�0"Stone Wall \,c---.11i' Pattern and color to be selected by owners.) ) ' Ri s CI (Stone to match residence. 1 2ik - I` 8B? 1 rScO„ T.O.W.=7885.5� 0 I \ li 8-111 City of Aspen Water Efficient Landscaping Standards �1 ���® M��4rft I �' r �� �1 / off I \�1 Soil Criteria °n� �� \ 1 Soil Amendment: , �" �� �� \ a.Topsoil of irrigated grasses lincluding Curt),shrubs,perennials,and annuals shall be a sandy loam to a O !A. 110110i2°-" Proposed Re7iin-c'e—,i111, 11 �' 1 12\\ \ ldepth of at least6inches(6')coma' to p r ( ) g y volume. ° ' -- ini atleast 5 e cent 5%or anic matter b r 1 Garage --- _t (Architectural-- 100,0" .7884.0') '0. (Slab Elev.7882.5� m b.Tree soil must be a sand loam and 36"des for areas where trees are lamed.The total soil depth shall fC7880 have at least one to three percent(1-3%)organic matter by volume.(NOTE:If in turf,top soil should be 6" I • ____ 11'' �` and have 5%organic matter by volume.)In good existing soils,dig and turn the soils to three times the g dimensionof the root ball.hard or compacted sub soil or lower soil layers should be broken up to create T.O.Foundation=7884.0' i .1�' '18 I adequatdrainage and avoid trapping water creating saturated and anaerobic conditions in the upper - 4= ,e_�� ____ = 1i�, V� sot layer.In newly developed planting sites,soil depth shall be 20'diameter around the trees to a depth of 36 III $1F�g \lit; ' ���4�./ - �1 0CI4 O c.Soil amendment organic matter shall consist of either Class I and Class II compost. I L -" �-' '—. ^i +El.......67883 92. O Terrace 0�� r ert e°t • i0 CZ E d' = V (800 sq.ft.of colored,sand finish concrete.) \ . ' :TiLeo �I o �m ��� r ,GtyEa � � F Proposed Spa m / ti � 11, (Hot Springs"Grandee"8'4"x 7-7"x 38"prefabricated spa „ � \1 �� vo - �'� > IM w/stone wall surround.T.O.W.=7885.0' `� �f �� 11W �- /" 2T'0 V V m �� 18"Boulder Retaining Wall .� cill) O Soil Preparation: Stone to match residence.) • _��� -' / ••• m10�-�� �.,- • i---- II'F•7 (T.O.W.=7884.0� fLl .CA a.Amendment shall be tilled to a minimum depth of six inches(61. I:v / /I b.Site shall be graded to within two-tenths of a foot(2/10ih')of the grading plan. • '" •• -/ �' 3'-D°Gravel Area CY _ �� �' (2"of road base w/1/2"crushed,washed gravel. in Area Drain Edge w/4""roll top"metal edging.) �{ c.Site shall be tree of rocks and debris over one inch(1")diameter in size.Rocks and debris 0.5 inch(0.5'1 to �� (Rim Elev.=7682.75' v- o inch(t")shall not exceed 5 percent(5%)by volume and gravel 0.6 inch(0.6'l)to 1.25 inches(1.251 Drain to daylight at detention area.) shall not exceed 5 percent hall by volume.Particles such volume concrete,brick,glass,metal,than or plastic •• r^ greater than one inch percent shall not be allowed.The total volume of these materials smaller than one inch Vl (1")shall not exceed 5 percent(5%). d.Site shall be free of dirt clods over three-quarter inch(3/4")diameter in size.Dryland -_-IgJl Ll'-1 seed areas may contain dirt clods up to two inch(2")diameter in size. l►►� CLI i.Stockpiling-Snipping and stockpiling of indigenous soil(topsoil)shall be required during construction Existing Trees t"' ') (except as waived by the City of Aspen).The replacement of this soil,plus additional soil amendments, (To remain.) CZ "� are critical to successful plant material establishment,ongoing health,and efficient use of water through the life of the project. • in,/ en CA e.The soil shall have no herbicides,heavy metals,biological toxins or hydrocarbons that impact plant growth Proposed Spa Z or exceed the EPA's standards for soil contaminant. Limit of Grading (Hot Springs"Grandee"8-4"x 7'-7"x 38"prefabricated spa O Existing Trees Mechanical Access Hatch w/stone wall surround.T.O.W.=7885.0' f.All applicable soil criteria and standards shall be noted on the landscape design plan.Written verification of Stone to match residence.) 71. el' soil amendment type and volume is required.Projects with inadequate soil amendment and (To be removed.) (To span mechanical opening. CZpreparation will not be approved. Member size to be determined by Structural Engineer.) 8"Concrete Retaining Wall h O S.Removing sod and amending soils under proteced trees requires hand grubbing no deeper 6" 10'-8" (Reinforce as required by Structural Engineer.) than 4 inches.Any additional soil above existing gratle limited to a maximum 3 inches(3') ).y h.All Irrigation work performed under protected trees requires hand grubbing no deeper than four inches(4"). El7gg5 — — — — — 7865 Soil Inspection: MIErM a.Soil inspections prior to installation of plant material may be conducted by the City of Aspen as deemed 7884 — , — — — — 7864 necessary and shall include a review of adherence to all criteria and pertormar a standards. �r b.Written documentation reflecting approved volume and type of soil amendment is required upon Il ."' II MN —M ..._11 # Date: December 20,2017 inspection. 7883-� — ,`to- - - - � . --� ]883 IIII IIII IIII TF: Ill IIIIIIII 11 � .1 _ 1 _ - .,' II—IIII IIII 1111 111 IIII= IIII- Revised: January 31,2018 7362— IIII IIII II II1.1 --="' 7882 February 13,2018 1111 111 II IIII , 3/4"Gravel Backfill March 6,2018 General Notes and Specifications IIII IIII H Mech.Access ' I-1111= Ah August 13,zo1s 7881 -IIII IIII — II I ...■y — 7881 a = 4"Concrete Slab 1. LOCATE ALL UTILITIES.Contractor shall field verify existing grades,utilities and conditions,and notify the owner of any discrepancies before starting IIII 4__ = t ,, IIII= 4,000 psi c0 28 days work,making modifications as directed by the Landscape Architect.contractor will be required to complete the work of this 7880 1111 ft' - "-— II II z,, , 7880 project according to the proposed drawings,details and specifications.If conflicts arise in the field,contact the Landscape Architect IIII IIII IIII IIII "" IIII %IF -1 I ��""""IIII -IIIIIIII—IIII—IIII-IIII—IIII,-j1" I IIII—IIII ,. —IIII =' IIII= for resolution.Contractor shall take sole responsibility for any costs incurred due to damage of said utilities. 11 IIII 111 IIII=IIII-1'" '1=1NNt1=µ' 'I "" IIII—IIII= Drain to Daylight 8"Thickened Edge 0 5 10 20 Sheet: 2. Verify locations and conditions of existing trees and plant material prior to beginning work.Contractor shall take appropriate measures to protect them and avoid compaction within the drip lines.Avoid cutting roots over 1"diameter.Existing plant material 4"Concrete Slab w/8"thickened edge. damage by contractor shall be replaced at contractors expense.Snow fencing shall be installed around the drip line of each existing tree. 1 01 - Spa Section 4,000 psi(128 days .EIVED 3. Contractor shall be responsible for obtaining all permits. Scale:1/2"=1'-0" Scale:1"=10'-o" 019 ASPEN BUILDING DEPARTMENT Proposed Storm Water Detention Area (See Civil Engineer's plan.) V , ao 18"Gravel Area(2"of road base w/1/2"crushed,washed gravel. \,iC N(.1) 0 v ° e Edge w/4""roll top"metal edging.) 1d, ^0 / y ' ,; ), , -{:57 Drainage Swale (See Civil Engineer's Plan for ® / !'h I a grading and drainage information.) ®' �\� `�' _ Existing Trees _i (To be removed.) ' 8 Mulch Path 7879 (-- U �►"���y��o City of Aspen Water Efficient Landscaping Standards �' .1 � ,,,re. . .. . .. ' t--try'" t'�— , m r `� Existing Trees �' �' Ease.,;_.— / \ (To remain. �- 7881- 0' _ ice , 1 -5 Ut111,._ � - ���.1 Native Grass CD Soil Criteria 1oPemf line Ali, O ♦�� \ •. . •'..,,1 �iv . Pam `/�; !��` 0 Nat ve Grass Native Grass co_ Soil Amendment. O • 2 ,� , NO" A IP e ' (p P 1 8 - / Transplanted R.O.W.Tree a.Topsoil of irrigated grasses(including turf),shrubs,perennials,and annuals shall be a sandy loam to a ® ' � '' Native Grass \ • a � -- ` ' ® �dr • \�'� depth of at least 6 inches(6)containing at least 5 percent(5%)organic matter by volume ' --- - -i �, , - , ,--',-.,?7,-;--..",/;— q ! .'� ;I. \ • . b.Tree soil must be a sandy loam and 36 deep for areas where trees are planted.The total soil depth shall , '' ,; iome , ,�.; — .y __ �`- \ I p have at least one to three percent(1-3%)organic matter by volume.(NOTE:If in turf,top soil should be 6" - � r - ����c,_,,�� 1� - I / \� `: >< and have 5%organic matter by volume.)In good existing soils,dig and turn the soils to three times the �89,3\ ' . '�zueycd"Rrs•a 1• •\ / I /��` Native Grass ^� dimension o1 the root ball hard or compacted sub so or lower so layers should be broken up to create r/ -. \ ` _ adequate drainage and avoid trapping water creating saturated and anaerobic conditions in the upper - 'i �%� 7 gA�^� \ ,��, \ \ I—�-` , '�� • soil layer_In newly developed planting sites,soil depth shall be 20 diameter around the trees to a depth of 36" ,\I�il�ae "!'� � '�� _ 13 ( 1 \ l�\ G_\ ` \\ Alife c.Soil amendment organic matter shall consist of either Class I and Class II compost. t. �' //��jj s' � ' Geraff7�e \ C � 12--� ''i'f • ' �rr>t��� ,� ® & (Slab Elev.882.5') \1, \\ A�♦//`�.C ,� ;II \\J .1� ��� - • ,,_ - \ \ 1 „� Existing Trees in R.O.W. Proposed Spa bin) �� a y. e \� ;, �� (To be transplanted.) (Hot Springs"Jetsetter'T-0"x 6'-5"x 38" _� ; r/Bi _ _ \`�e, f -/ i. prefabricated spa.T.O.W.=flush w/terrace.) F �D 1 � —-- I \ Area Drain 01 _" �\ Proposed Residence \ • • (Rim Elev.=detention 7' • 1 / 1 ' m0111) Soil Preparation: drain to daylight at detention area.) 1 (Architectural Elev.100'-0"-Site Elev.7864.0') • 1 I m� - 1 '1 °r r, fi a.Amendment shall be tilled to a minimum depth of six inches(6'). Terrace Ili 1 1 11 1 Court ___II I ,1 ii b.Site shall be graded to within two-tenths of a root vintnl of me sin plan. (605 sq.ft.of colored,sand finish concrete. 11`� 1 ; Auto COUrf F� �f Native Grass gra ( grading p Color to be selected by owner.) y Sod. ,�.3• ,, -, `-"(3,170 sq.ft.UNILOCK"ECO-PRIORA""" �' - I =, _ Cit c Site shall be free of rocks and debris over one inch(1)diameter n size.Rocks and debris 0 5 inch(0 5")to 884� +7683.64' TSgq,p+11, sit oc w,p. �; permeable pavers or equal w/ I 1 one inch(1)shall not exceed 5 percent(5%)by volume and gravel 0.6 inch(0 6)to 1.25 inches(1.25) ll G ' ;� 405 sq.k.of 12 colored concrete border. shall not exceed 5 percent 5%b volume Particles such as concrete,bock,glass metal wood or lactic 30 Stone Wall •, �' �11� •4 Pattern and color to be selected b Owners.) le, .�Pe ( ) YP Transplant / �• y ' W tgreater than o inch(1)shall not be allowed The total volume of these materials smaller than one nch (Stone to match residence. to front and - �9 r�rr *4 (1")shall not exceed 5 percent(5%). T.O.W.=7885.5� , \ I _ \ 1/ 'Y I1� \ I 2 1 � �'- /� Transplanted R.O.W.Tree .'.,\d.Site shall be free of did clods over three quaner inch(3/4)diameter n size.Dryland • seed areas may contain did clods up to two inch(2)diameter m size. ' N ��® 6 `+I \ 1 f' '` e `p - ° \ Native ras ill i.Stockpiling Stripping and stockpiling of indigenous soil(topsoil)shall be required during construction ,N; Z _ � (except as waived by the City of Aspen).The replacement of this so plus additional soil amendments, O : •_ �.} -1� — I �` 1`_ r` are critical to successful plant material establishment,ongoing health,and efficient use of water through • `• „Al. :Yil i� \ me life of the protect. �+ ��� � �'�� f "+ �,,._ r �• ',,Transplant ,, A ! ,i t •1 pa ei"" 1 i �L A �,T"1 Native Grass e.The soil shall have no herbicides,heavy metals,biological toxins or hydrocarbons that impact plant growth V'.4 :2 r," , - O-5 /11 \ 'tW"r451\1 1 ,7 or exceed the EPA's standards for soil contaminant. rk ill 1 2 = v Garage r ��,� ���= . j ..• f.All applicable Soil criteria and standards shall be noted on the landscape design plan.Written verification of r 'Yl O� Proposed Residence 11 0 1 - �, , / - ed soil amendment d volume is required.Projects m inadequate amendment and '-`' (Architectural Elev.100'-0"- ite Elev.7884.0' r'' g s • approved type an equir jecswi quae sot amen '� (Slab Elev.7882.5) \ 5` ��.� _} preparation will not be approved. �� . i 1 11, \\ I \ 788D imi © Remo sod and amending solid under protected trees requires hand grubbing o deeper 1 ,,, !"" ve '//��.IIIL✓'..✓� ` O • v 9 Removing 9 Pi q 9ru 9n P 1111111111140\ T.O.Foundation=7884.0' i n� '1 ��i ✓ "- :° _ C� v than 4 inches.Any additional soil above existing grade limited to a maximum 3 Inches(3") I 5 --,�_ � ,r$'4`�,r 1 41:n��.�' h.All Irrigation work performed under protected trees requires hand grubbing no deeper than four inches(4"). $1Fg ® ��d�� �' �=— 'In `,�`\ r0-i Soil Inspection: HP Ta63-sz �L� -�i� O a.Soil inspections prior to installation of plant material may be conducted by the City of Aspen as deemed Terrace --- --- > �- - ./ , � } U necessaryand shall include a review of adherence to all criteria and performance standards ;' L A ♦ 0 (800 sq.ft.of colored,sand finish concrete.) • Sod a ` .0 q$ i'tasen1e `r b.Written documentation reflecting approved volume and type of soil amendment is required upon • I _ 0,1k •�\ .q� ,..-.ww.en. t111ry E n r _ inspection. C, .7.,.,....... .....'''''..:. - . 5'-O,,V O , , .. E d' 1111111°1111 Proposed Spa 4% CA° ; - �Y�r.s. ExeUn9 'kg, (Hot Springs Grandee 8'-4"x 7 7 x 38'prefabricated spa �,° ���\1� '` y ��•�:Qj�� , . cll.) '' w/stone wall surround.T.O.W.=7885.0' . . 47"S f�f 'y :�°�" ;y'�-- 18"Boulder Retaining Wall O Stone to match residence.) � i� 7 �'' i"�f/�s (�.► ;'6.0, -----���i��i� oa�•y"i1171( •fl I♦ �. (T.O.W.=7864.0� ••. N r '- Mulch Bed I I: (2"of road base w/'1/2"crushed,washed gravel. . .4 �- o i •. Area Drain Edge w/4""roll top"metal edging.) O \ ` — (Rim Elev.=7882.75' City of Aspen Water Efficient Landscaping Standards Plant Ke Drain to daylight at detention area.) __ - Symbol Qty. Common Name/Scientific Name iz Spacing Condition Non-Living General Landscape Design Criteria ' I wIv'� 3 Quaking Aspen/Populus tremuloides 3"cal. 5'min. Field Collected i l m U 3 Quaking Aspen/Populus tremuloides 4"cal. 5'min. Field Collected a \ Co Organic Mulch: Existing Trees '' ` Q�C'NP746 C44, (To1 Existing Sub Alpine Fir(to be transplanted) 18' 10'min. 60"Tree Spade transplant a.Shall be applied at one(1)cubic yard per eighty(80)square feet ate depth of tour(4)inches,and as • appropriate to each species. ExistingTrees 3 tr • - - e ` 1 White Fir/Abies concolor 8' 10'min. Specimen o3nzrzpos • ,� b.Shall be applied to the soil surface,not against theplant stem or high against the base of trunks to minimize (To be moseyed.) 1of.,' ~ g g g _ f,, 4 White Fir/Abies concolor 12' 10'min. Specimen • mat pye disease. j'-rt' ,r T �,\fir:; �y 2 White Fir/Abies concolor 16' 10'min. Specimen C.Organic mulch material includes bark and wood chips.Avoid mulch consisting of construction debris such \�- �� ``A,I PPQ, N as pallets. , 3 Spring Snow Crabapple/Malus sp.(Fruitless) 3.5"cal. 12'min. Specimen Fp4'OF COO P. �NOSCAPEP ~ O Inorganic Mulch: ''••i, w a "r._r,.,:L'"`` 1 Norway Maple/Acer platanoides 4"cal. 15'min. Specimen a. Inorganic mulch includes rock,gravel,or pebbles. �1 Landscape Architect's Statement: 2 Existing Deciduous R.O.W.Trees(to be transplanted) as shown 10'min. 48"Tree Spade transplant b.Rock mulch shall have a minimum depth of two inches(2'). / , I have complied with the criteria of the Water Efficient 4 45Med1Um Water USe ShrUb3: Landscaping Standards and applied them for the efficient use of water in the landscape design plan. 34 Bailey Redtwig Dogwood/Cornus sericea'Baileyi' #10 6'min. Full to base 8 Dwarf Globe Spruce/Picea pungens'Glauca Globosa' #10 5'min. Full to base Date: December 22,2017 /� 8 Sunrise Forsythia/Forsythia'Sunrise' #5 3'min. Full to base Revised: Februaryh19,2018 PlantingNotes: 0 20 Lavender Rhododendron/Rhododendron #5 3'o.c. August 13,2018 November 19,2018 O15 Froebel Spirea/Spiraea japonica'Froebelii' #5 3'o.c. 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation. 2. Exact placement and shape of planting beds shall be reviewed by Landscape Architect prior to final installation. O 15 Feather Reed Grass/Calamagrostis acutiflora'Karl Foester' #1 3'min. 3. Verify locations of all pertinent existing site improvements and utilities already installed prior to commencing planting work.If any ;;".0.0 300 Recommended Medium Water Use Perennials: #1 18"min. - part of the this plan cannot be implemented due to site conditions,contact the Landscape Architect for instructions prior to commencing work Shade:Columbine,BleedingHeart,Hosts, 4. Four inch steel edging shall be installed between all grass areas and planting beds. Sun:Fox Glove,Red Coral Bells,Campanula,Iris,Shasta Daisy,Peony 5. All plantingbeds shall receive 4"small Pine bark mulch. 1/2 C v 2"minus River Rock(around steppingo 5 o 20 sheet: � . . stones) 6. Grades shown in the landscape areas are finish grades,including 6"of topsoil in lawn areas and 12"of topsoil in planting areas. 10 flats Periwinkel/Vinca minor'Bowles' F32 8"min. See City of Aspen"Soil Criteria"on this sheet for soil specifications. � ,.,EIVED 7. See Civil Engineer's Plan for grading and drainage information. 620 s.f.Bluegrass Sod 8. All sod and perennial areas shall receive spray irrigation with 100%overlap.This system shall be automatic. Scale:1"=10'-0" 620 s.f.Native Low Grow Seed Mix:Pawnee Butte Seed,Inc Mix:Idaho Fescue,Sandberg Bluegrass,Rocky Mountain Fescue,Big Bluegrass 019 ASPEN BUILDING DEPARTMENT Proposed Storm Water Detention Area (See Civil Engineer's plan.) u \®\ 02 \ ` o 18"Gravel Area _IA (2"of road base w/1/2"crushed,washed gravel. N 0 a ° e Edge w/4""roll top"metal edging.) a N 0 y : ,- ), IS/ u )-, a - = Drainage Swale (See Civil Engineer's Plan for ® / 0 k - grading and drainage information.) 1� �\� c _ Existing Trees _i (To be removed.) ' • a Mulch Path 737e Existing(Tmain.) ...... 881�' �� to�iut, E �" / '�1��� � �' 5 �� \ r, l Una �� ;� . ti� / (D 10 IIIS * far A' 11/f, I u, , i' 7e3z h .,11_44.: i '1 • , � x • — ,� . ._ " % V , � 8g nim a .��,� �. — Garage ,CIA.,, \v - ' ��r� / ,' ri\/•y����88.5'�f � n 1 \ (Slab Elev.7882.5') \\11 \ ,�,`�C :./ 1 \� / ' 1 11�I�� �� �` _ � 7 Existing Trees in R.O.W. Proposed Spa ��A ry € o� \ � ;'- (To be transplanted.) Hot Springs"Jetsetter'7,0"x 5,5"x 38" reii w — \ \`_ p� --� prefabricated spa.T.O.W.=flush w/terrace.) III ' �,,,,� �lik' I 1 \ \ /Area Drain Atit ' Proposed Residence "I \ �(Rimt at eten.1T1- ~ 11 1 i��drain todayltat detention area.) (Architectural Elev.100'-0"-Site Elev.7884.0') ` 1 I m --_ Terracelit t f, /+ I (605 q.ft.of colored,sand finish concrete. 1 1 °"""� V Auto Court F� c 1 l ,Qq/ � Color to be selected by owner.) ,�.3• -', `-"(3,170 sq.ft.UNILOCK"ECO-PRIORA""" / •-�'" 7884 o��as3s4' 7aa4.o'+11, fr.., ..�,�. ',,, ©, permeable pavers or equal w/ I 1 / © y1 405 sq.ft of 12 colored concrete border. 3�tt Stone Wall ,• ? 1i'' j�l_.lik u) -—flAdiEr- 1 , 0 _ Pattern and color to be selected by owners.) , ' / � i r� 1 Stone to match residence. 1 •2 r� r� t ( T.O.W.=7885.5III 11 A �� �i)'1� �r✓ P , % A-,,,,, ,,,- \ir--40;\ a ,,, 0 \.___II -(;— 111011.4 \*ASA, 20.11 ,1.\ *0 it .... ireo 4,,,,,,_aur,,,k.v, �� , �� �� c. I-- 1 ��� � Proposed Residence �� ,�� / �1� ��/� > --c (Architectural Elev.100'-a"-Site Elev.7884.0') ':. Garage ) ( 1 - \ `) ) ; 1.11111..1% _� __ `1 �� —� (Slab Elev.7882.5' ��; _ . —+7880 0 up /r� r / �,y� © 1• `" 11111111 . •�; T.O.Foundation=7884.0' i -,..:��z _.Af,,,• to 1041111 1 deRP^ �' 4� - 047-,,,,.'.i 1'— Ili\ 11� _O 1ill . � .^�' +H P 7883924��'? I M-% Terrace ;;- fir' E c•-', (800 sq.ft.of colored,sand finish concrete.) , / �yasernen ' --:';',1'; ,% 1-'edr, 0 ""���la ,_5,-0"Uq tryp „t ,Proposed Spa 1 � 41111101111.- �1 Ili �; � � .�0- 41011 �/- ,� � �"(Hot Springs'Grandee 8 4 x 7 7 x 38'prefabnoated spa /* 1�111�' ���\1� _� OMMIKKAU •��►�_ '7884 l l cis) = w/stone wall surround.T.O.W.=7885.0' �'M �y�' Stone to match residence.) 1•+�ltAii � ,r�„•,,,,;,ii � �J 18"Boulder Retaining Wall a ••• ' I, �-* i oii3 1 !,i,..... '_ (T.O.W.=7884.0� . iiiir /- �� � 3'-0"Gravel Area ` /- (2"of road base w/1/2"crushed,washed gravel. •n.~� . _/ .p Area Drain Edge w/4""roll top"metal edging.) OQiiiiii, :., // -_____-- '' (Rim light= etenti n Drain to daylight at detention area.) ,▪= seCA cA CO Existing Trees �� C (To remain.) •ry Existing Trees (To be removed.) 1 • 71. Hydrozone Key: • h a Symbol Description 1--0-1 Very High Water Usage Irrigation Area: © High Water Usage Not Applicable Date: December22,2017 VH= 620 S.F. Q ,L J Medium Water Usage Revised: March 6,2018 M = 5, November 19,2018 50 S.F. L Ah August 13,2018 Total= 5,850 S.F. r--, © Low Water Usage Not Applicable L--J ETD-1 Very Low Water Usage Not Applicable %IF L-- J 0 5 10 20 Sheet: L —R CEIVED Scale:1"=10'-0" 019 ASPEN BUILDING DEPARTMENT Proposed Storm Water Detention Area (See Civil Engineer's plan.) co 18"Gravel Area J A(2"of road base w/1/2"crushed,washed gravel. \.® N S v e `I; Edge w/4""roll top"metal edging.) • `q Cr) A0 y . ,; 1;8j8'� 1 IS/ o, o _ Drainage Swale (See Civil Engineer's Plan for n m grading and drainage information.) �N c V CD Existing Trees (To be removed.) ' S a .:' Mulch Path 7g7re 9 w� "� ,/fie; r z Existing Trees �? a ent ����ra' x. P (To remain.) a 7881--�Z 5-q"Uit1�"'°ram, - \ 1"'�� �' � 3CD ca ;1111 7882— - 4 0 , .A �4 viii -g, ---1510 _ _ , �� ��*� fA 0A 4414 co I '" ''-. --M r, ..••••Fa I I\ 1 ..-Z- - riall.AV V i.et,''',' !'-- 4, \ ii___„____tik •-m • O 8g� :r ' ram• _.11‘ �'' �aea 4. ‘ .,,,,,44%.4.,-2. „ \ ,�"� lr 14i ,� \\ �_�__ � �0 'I.��� - Garage \ \ :�12 ,::,t' \ • ���� �ft � 'j lit, 1 Slab EIev.7882.5' \11 \ /`�C - \ / / n Proposed Spa Illl�nisi I�11 1 ylA , P % \ / Existing Trees in R.O.W. p p �iA y �� \ \\ 1� ce:` (To be transplanted.) (Hot Springs"Jetsetter 7-0'x 5'-5"x 38" �'�� I�ti • 1 1 _ \ �L_ , "e r t \ TT prefabricated spa.T.O.W.=flush w/terrace.) fD i i — 1 M. Area Drain" t1 Proposed Residence l� I (Rim EIev.=7882.17 . �1- ( p ) 1VI% I 1 ' °'I Wadrain to daylight at detention area. Architectural Elev.100'-0"-Site Elev.7884.0' \ m - .�. I t"tly, Terrace ��1 11 uto Cou 1(605 sq.ft.ofcolored,sand finish concrete. 1` t , i^Colortobe selectedbyowner.) , ',., ',�', '(3,170 sq.k.UNILOCK"ECO-P '"" / - 2884 � o +7883.64' Taaa.o•+11, c�Mc _Too'x � � Ili 'Permeable pavers or equal wa I 1 �VA 405 sq.k.of 12"oolored conorete border. ` 4CI 30"Stone Wall f. ii� ��1- Pattern and color to be selected bla. dial owners.) � 8 0 8 f II %I,'tt t Stone to match residence. d _ f/ '�, 9 ,1u,, r�✓ ® , , . , T.O.W.=78resi IOW ' p1� a 1 IL i oil" 4\ , 0 ,. v,„.,,,,„„-- 0,„ 1,.., .... ., . ti. 1 , , ___ ______ > *:.<; , ...., . , 1,;,-t, „ 0: 1.-, ,,iii„lore:it ,,,,,,,,,i,„„„,„„,„,,„„„„,,,,,,„1„,, ..._. • o !Owl.j� Zo 11 i A. `.,,,siO\ ,1 a� ,ssra�a• /11 �\ � iy,al t,'c'f(�1 !Proposed Residence / '� �, ���� c. r— tiolisilip ara e - �-c (Architectural Elev.100'-0"-Site Elev.7884.0') ' \ A i� �_ u) .ir �� (Slab Elev.7882.5) \��,� i. two'�I`\— —+7880 % �1,'a 0 Foundation=78sao' _';.` �� Q� y _-.��Ir�t- �f. .�� irl 1r Y� , , , +H P 7883 92 'TII If •V Terrace _ \,,,,„„1;* 0 U (800 sq.ft.of colored,sand finish concrete.) �yygem t� �� wig _-.0---.i 011i-e•PV4-lior . = ,„"E ,1 Proposed Spa ♦44 - iiiW � a��!100 j ,,,e Des acni) d (Hot Springs Grandee 8-4 x 7-7 x 38 prefabricated spa ��, ����� �Q►��N410 i_7 8 w/stone wall surround.T.O.W.=7885.0' via, � 8 Stone to match residence. ,` •�ti� � .• 'I� - _' a 18"Boulder Retaining Wall O ♦ ♦ Arrest �`• T.O.W.=7884.0 tot Ifs�'��' o �5„! ( 11m1 .� Ctr,_:. o / •per( .,.I �� /"' 3'-0"Gravel Area \ in ��. ____- Area Drain (2"of road base w/1/2"crushed,washed gravel. /..) � i Edge w/4""roll top"metal edging.) Imo) o (Rim Elev.=7682.75' Path Light az 0:__--- 1_, Drain to daylight at detention area) Z m�� ri/ \ VI Existing Trees �II � (To remain.) CZ iwa HI N K L E Y•&FR. .,.,..,,... ,,.R.'a 7,R.RR,�.R.:..o:o „ Existing Trees 71. (To be removed.) 1 1N H I N K L EY.&FR.. .,.....,R.,,.o°.R ,"a" a XARDY ISLAND LOUVERED BRICK LIGHT 1594Mz-LED HARDY ISLAND LG.CLASSIC PATH LIGHT 15122ntz-LED WIG Lighting Legend Date: December 22,2017 MATTE BRONZE „ECM 3 3' MA Tr.' SOLIDBRASS MTN SO' M.. 3 BOWLED Revised: March6,2018 " Symbol Qnty. Type Manufacturer/Item# Finish Fixture August 13,2018 LED IXFO. LUMENS 250 sOOHET. '°°•° reer :�N reMR 10 Wall/Step Light Hinkley"Hardy Island Louvered Brick Light" Bronze LED 1594-MZ-LED Ah COLORDIMMABLE s,a • 6 Path Light Hinkley"Hardy Island Lg.Classic Path Light Bronze LED ®, 16022MZ-LED O .DIMMABLE No zR':TOBAND cares l 3 c e°gag °3 s i SUPPLEDEXTENSION 4 3' SPIKE IS R" "`° �� Note: 0 5 10 20 Sheet: ". HTRAreOCERTFICATION GUS WETRATE0 1. The light source from all landscape light fixtures will be blocked from view with louvers and/or solid shades. E. , 000B85159924 2. Circuitry plan by others. LIMII L 3. Install Wall Lights 9"(minimum)above finish grade. _A:EIVED .HINKLEY WE EMBRACE THE DESIGN PHILOSOPHY THAI YOU CAN MERGE TOGETHER THE LIGHTING.FURNITURE. Scale:1"=10'-0" AT HINKLEY WE EMBRACE THE DESIGN PHILOSOPHY THAT YOU CAN MERGE TOGETHER THE LIGHTING FURNITURE ART,COLORS PERSONAL .,,CO RNO", 019 STYLE WE HOPE YOU WILL BE INSPIRED•Y OUR COMMITMENT TO VEER YOUR LIFE AOLOR. •T... E"ORE.00 rL•E N.R RrO•.OOR OONM TMrNT TO NrrR rout LIFE AGLOW ASPEN BUILDING DEPARTMENT