HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (6).ACBKDRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO:ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:31 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOLEGEND ANDGENERAL NOTESPROJECT STATUS: 100% CDSWWRBGC-0012017-447/18/20181PR#1 7/18/18PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:31 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOGENERAL NOTESPG. 2PROJECT STATUS: 100% CDSWWRBGC-0022017-447/18/20181PR#1 7/18/1808/13/2019
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D DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Existing Conditions.dwg7/18/2018 3:31 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOEXISTINGCONDITIONSPROJECT STATUS: 100% CDSWWRBGC-1012017-447/18/201817/18/18PR#108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Overall.dwg7/18/2018 3:31 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOOVERALL SITEPLANPROJECT STATUS: 100% CDSWWRBGC-1022017-447/18/20181PR#1 7/18/18PR1Per Pre-Bid Question#1 - To allow for anexpanded parking lotthis retaining wall isto be removed andreplaced. Top andbottom elevations ofthe wall are shownon C-112.Per RFI-066 the sidewalk will beextended into the planter by 6"for the railing install.Per RFI-139Guardrails at theselocations are notrequired.08/13/2019
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XX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXDRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:C 2016 CHAMBERLIN ARCHITECTSNO:ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Overall.dwg2/8/2019 4:22 PM592 HIGHWAY 133
Carbondale, Colorado 81623
PH 970.340.4130
F 866.876.5873
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
ASPEN
AMBULANCE
DISTRICT FACILITY
CASTLE CREEK RD
ASPEN, COLORADO
DEMO PLAN
PROJECT STATUS: 100% CD
SWW RBG
C-1032017-44
2/5/2019
1 PR#1 7/18/18
2 PR#011 9/10/18
3 PR#013 10/17/18
4 RFI#082 2/8/19
PR1
Per Pre-Bid Question #25 -
These locations do not have
gutters (based on the survey
and from site visits), just
asphalt placed up against the
sidewalk. At these locations
the whole sidewalk up to the
asphalt should demoed.and
replaced
Per RFI-037 - The existing
wood retaining wall is to
remain while the wood
stairs and hand rail are to
be removed.
08/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Overall.dwg7/18/2018 3:31 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOGEOMETRY PLANPROJECT STATUS: 100% CDSWWRBGC-1042017-447/18/20181PR#1 7/18/1808/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Overall.dwg10/19/2018 11:09 AM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOPARKING LOTLAYOUT &SIGNAGEPROJECT STATUS: 100% CDSWWRBGC-1052017-449/25/20181PR#1 7/18/182PR#011 9/10/183 PR#013 10/17/18PR13PR13PR13Per Pre-bid Question#51 - The correctwidth for the top of thecrosswalk is 5ft asshown on C-105"Parking Lot Layoutand Signage".Per Pre-bid Question #52 -This sidewalk section willhave 18" wide catch curb onthe south side and 18" widespill curb on the north side.The width of the sidewalkwill be 5' FL to FL. Thesidewalk section will be 4"as shown in our details.Turned-down edges will notbe necessary.Per Pre-bid Question#53 - See AsphaltPaving specs (sect.321216) section 2.3-Jfor wheel stopspecifications (materialwill be HDPE)Per Pre-bid Question#54 - Sign installationshall conform toCDOT detail S-614-08(attached) and allsigns shall conform tothe Manual onUniform TrafficControl Devices.Per Pre-bid Question#55 - Existing HHSBike Rack to remainin place.Per Pre-bid Question #56- Details for this wall needto be provided by thestructural engineer. Weare assuming that theexisting footing will needto be removed in order toget the formwork for thenew footing in place.Per Pre-bid Question #67 - Thedemolition plan reflects thecorrect scope of replacement. thenew section of wall should onlyinclude 5' of the plan north-southrun to reflect extending the wallout to expand the parking lot andthe whole East-West stretch. Theguard rail at the top of the wallneesds to match the existingguard rail.Per RFI-028 - Trash enclosureand sidewalk ramp clarified.RE: RFI-013Per RFI-013 the sign typesand sizes are clarified.COMPACT Parking signsper RFI-047COMPACT Parking signsper RFI-047RE: RFI-150 confirms that theextensions on the handrails ofthe Trash Enclosure are to becut-off so they don't encroachinto the sidewalk.08/13/2019
S
S
compact compactcompactcompact
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:C 2016 CHAMBERLIN ARCHITECTSNO:ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Overall.dwg2/8/2019 4:22 PM592 HIGHWAY 133
Carbondale, Colorado 81623
PH 970.340.4130
F 866.876.5873
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
ASPEN
AMBULANCE
DISTRICT FACILITY
CASTLE CREEK RD
ASPEN, COLORADO
AADF LAYOUT
PROJECT STATUS: 100% CD
SWW RBG
C-1062017-44
2/5/2019
1 PR#1 7/18/18
2 PR#011 9/10/18
3 PR#013 10/17/18
4 RFI#082 2/8/19
Per RFI-066 the sidewalk will be
extended into the planter by 6"
for the railing install.
RE: RFI-161. Per RFI-161 flush curbs will be
used on the east and west side of the
Apparatus Bay entrances to allow all water
to drain towards the street.
08/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Drainage.dwg7/18/2018 3:31 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOEXISTING MAJORBASINSPROJECT STATUS: 100% CDSWWRBGC-1072017-447/18/20181PR#1 7/18/180.5614.4EX-20.572.12EX-110.970.211EX-1EX-208/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Drainage.dwg7/18/2018 3:32 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOPROPOSEDMAJOR BASINSPROJECT STATUS: 100% CDSWWRBGC-1082017-447/18/20181PR#1 7/18/180.592.85PR-10.5513.6PR-20.970.211PR-2PR-108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Drainage.dwg7/18/2018 3:32 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOPROPOSEDSUBBASINSPROJECT STATUS: 100% CDSWWRBGC-1092017-447/18/20181PR#1 7/18/181.51.7OS-11.91.101.111.132.11.121.31.41.11.41.81.21.608/13/2019
SScompactcompactcompactcompactASPEN AMBULANCE DISTRICT FACILITYMAIN LEVEL FFE = 8016.00'SECOND LEVEL FFE = 8032.00'DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTS NO:ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Building Grading.dwg 2/8/2019 4:22 PM
592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comE N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G NASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOAADF GRADINGPROJECT STATUS: 100% CDSWWRBGC-1102017-442/5/20191PR#17/18/182PR#0119/10/183PR#01310/17/184RFI#0822/8/19 08/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Building Grading.dwg7/18/2018 3:32 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOAADFPERIMETERDRAINPROJECT STATUS: 100% CDSWWRBGC-1112017-447/18/20181PR#1 7/18/18PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Overall.dwg9/25/2018 11:21 AM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOPARKING LOTGRADING PLANPROJECT STATUS: 100% CDSWWRBGC-1122017-449/25/20181PR#1 7/18/182PR#011 9/10/18PR011RE: RFI-023R1Refer to RFI-023R1 for the detail ofthe new wall and wall elevations.Per RFI-052 the elevations ofthe curb ramp and gutter to thenorth of the exit have changed.Please refer to RFI-052Per RFI-053 New snow fence to beinstalled to match existing to thispoint. Do not extend to the west.08/13/2019
STA. 42+00SEE SHEET C-108DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Parking Lot Loop P&P.dwg7/18/2018 3:32 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOPARKING LOTLOOP P&P 1PROJECT STATUS: 100% CDSWWRBGC-1132017-447/18/201817/18/18PR#108/13/2019
STA. 42+00SEE SHEET C-107DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Parking Lot Loop P&P.dwg7/18/2018 3:32 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOPARKING LOTLOOP P&P 2PROJECT STATUS: 100% CDSWWRBGC-1142017-447/18/201817/18/18PR#108/13/2019
HOSPITAL LOOP ROADDOOLITTLEDRIVE DOOLITTLEDRIVE DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Overall.dwg7/18/2018 3:33 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOPARKING LOTTURNINGPROJECT STATUS: 100% CDSWWRBGC-1152017-447/18/20181PR#1 7/18/1808/13/2019
FOUND NO. 5 REBAR W/ALUMINUM CAP, L.S. 20632BEARS S29° 55' 22"E, 7.4'FOUND NO. 5 REBAR W/ALUMINUM CAP, L.S. 20632BEARS S29° 55' 22"E, 7.4'CASTLE CREEK ROAD DOOLITTLE DRIVE
HOSPITAL LOOP ROADDRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg7/18/2018 3:33 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOUTILITY LAYOUTPROJECT STATUS: 100% CDSWWRBGC-1162017-447/18/20181PR#1 7/18/18PR1Per Pre-Bid Question#2 - Moving the HHSelectrical serviceoutside of the westsidewalk at the footof the hillside wouldbe acceptable.Per Pre-Bid Question #3 - Thisis a proposed foundation drywellfor the AADF perimeter drain.The perimieter drain is detailedon sheet C-111 which shows a4" pvc pipe connecting theperimeter drain to this drywell.Per Pre-Bid Question #5 -County Facility and Bill Marstonare currently looking into whatthe best option would be for thephone line.Per RFI-011 - Second sewerline will need to be located andconfrimed that a connection tothe primary line can be made.Per RFI-017 - Refer to the clarification ofthe new fiber-low-volt pathway.RF: RFI-010Per RFI-010 the gas line feeding theAmbulance & HHS buildings is a 1" line08/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg7/18/2018 3:33 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADODRY UTILITYRELOCATIONPLANPROJECT STATUS: 100% CDSWWRBGC-1172017-447/18/20181PR#1 7/18/18PR1PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg7/18/2018 3:33 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOSTORM SYSTEMLAYOUT - 1PROJECT STATUS: 100% CDSWWRBGC-1182017-447/18/20181PR#1 7/18/18PR1PR1PR1PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg7/18/2018 3:33 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOSTORM SYSTEMLAYOUT - 2PROJECT STATUS: 100% CDSWWRBGC-1192017-447/18/20181PR#1 7/18/18PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO:ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg9/6/2018 6:29 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOSANITARYSEWER PLAN &PROFILEPROJECT STATUS: 100% CDSWWRBGC-1202017-449/6/20181PR#1 7/18/18PR1PR1PR1PR1PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg7/18/2018 3:33 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOWATERLINE P&PPROJECT STATUS: 100% CDSWWRBGC-1212017-447/18/20181PR#1 7/18/1808/13/2019
FOUND NO. 5 REBAR W/ALUMINUM CAP, L.S. 20632BEARS S29° 55' 22"E, 7.4'FOUND NO. 5 REBAR W/ALUMINUM CAP, L.S. 20632BEARS S29° 55' 22"E, 7.4'DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:33 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOEROSIONCONTROL PLANPROJECT STATUS: 100% CDSWWRBGC-1222017-447/18/20181PR#1 7/18/18PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg7/18/2018 3:33 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOSTORM SYSTEMPROFILES-1PROJECT STATUS: 100% CDSWWRBGC-2012017-447/18/20181PR#1 7/18/1808/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg7/18/2018 3:34 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOSTORM SYSTEMPROFILES-2PROJECT STATUS: 100% CDSWWRBGC-2022017-447/18/20181PR#1 7/18/18PR1PR1PR1RFI-007 - Refer to RFI007 For Doolittle InletClarification.08/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:F 866.876.5873P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Utilities.dwg9/6/2018 6:29 PMCHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOSANITARYSERVICEPROFILESPROJECT STATUS: 100% CDSWWRBGC-2032017-449/6/20181PR#1 7/18/18PR108/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Grading Details.dwg9/5/2018 1:56 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOGRADINGDETAILSPROJECT STATUS: 100% CDSWWRBGC-4012017-449/5/20181PR#1 7/18/18Per RFI-128 Refer toRFI-128 to see designchanges that have beenapproved to the Doolittleramp detail and trashenclosure.08/13/2019
C-401.1DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO:ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Grading Details Doolittle Ramps Rev.dwg12/7/2018 12:44 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOGRADINGDETAILSPROJECT STATUS: 100% CDSWWRBG2017-4412/07/20181PR#1 7/18/182PR#011 9/10/183 RAMP REV.12/7/18PLANS APPROVED BY JUSTIN FOREMANWITH CITY OF ASPEN ON 12/07/201808/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO:ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg9/21/2018 9:13 AM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADODETAILS - 1PROJECT STATUS: 100% CDSWWRBGC-5012017-449/6/20181PR#1 7/18/182PR#011 9/10/18Per RFI-138 The detailprepared by RFE shouldbe followed for thesnowmelted concretesection (concrete depth,reinforcement, insulation, base courseetc.).08/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:34 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADODETAILS - 2PROJECT STATUS: 100% CDSWWRBGC-5022017-447/18/20181PR#1 7/18/1808/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:34 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOACSD DETAILSPROJECT STATUS: 100% CDSWWRBGC-5032017-447/18/20181PR#1 7/18/1808/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:34 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOWATERDEPARTMENTDETAILSPROJECT STATUS: 100% CDSWWRBGC-5042017-447/18/20181PR#1 7/18/1808/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:34 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOCDOT TYPE RINLET DETAILPROJECT STATUS: 100% CDSWWRBGC-5052017-447/18/20181PR#1 7/18/1808/13/2019
DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:C 2016 CHAMBERLIN ARCHITECTSNO: ISSUED FOR:DATE:P:\2017\44 - Pitkin Ambulance Facility\04-DWG\04-Sheetset\SS-AADF Legend and Details.dwg7/18/2018 3:34 PM592 HIGHWAY 133Carbondale, Colorado 81623PH 970.340.4130F 866.876.5873CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comASPENAMBULANCEDISTRICT FACILITYCASTLE CREEK RDASPEN, COLORADOEROSIONCONTROLDETAILSPROJECT STATUS: 100% CDSWWRBGC-5062017-447/18/20181PR#1 7/18/1808/13/2019
SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:L 0.01NOTES08/13/2019
ENTRY COURTBAY ACCESS DRIVEENTRY WALL (SEAT AND IDENTIFICATION)DETECTABLE WARNING PLATE; RE CIVILNORDIC TRAIL EASEMENT ACCESS(STEEL GRATE STEPS WITH DECORATIVE STONEBELOW)EVERGREEN SCREENINGARCH OVERHANG(S)EX BOULDER
GENERATORCONC CURB; RE CIVILL 1.00LANDSCAPEDEVELOPMENTPLANSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'ARCH (UPPER DECK)BENCHFLAGPOLEACACAC02L5.0001
L5.00RAMPLANDINGLANDINGLANDINGLANDING
LA
N
D
I
N
G RAMPRAMPLANDINGRAMPRAMP PATH BENCHPer Pre-bid Question #30 - Price handrails as designed now. The siteguardrails and handrails are intended to match the Architectural Deck RailDetail 03/A644. As an alternate: The handrail could be substituted with1.5" diameter tubing to match the interior architectural steps, but there are'curved' conditions where the handrails are attached to guard rails. Inthose areas, slats are required to minimize the guard clearance to 4" orless. If needed, we could substitute all flat bar for round stock to betteraccommodate curves.Per RFI08/13/2019
L 1.10LANDSCAPEDEVELOPMENTPLAN-PARKING LOTSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:0'08'16'ELECTRANSTRASH /RECYCLING / STORAGEINTERSECTION01L2.10/4.1006L6.01GUARDRAIL ANCHOREDTO WALKWAY; SIMRE CIVIL FOR PVMTRE ELEC FOR LIGHTINGRE CIVIL FOR ALLPARKING LOT PVMTBP REV 0108/31/20181RFI 05002/15/2019208/13/2019
BOULDER
REMOVE TREE, TYPPROTECT TREE, TYPPROTECT TREESL 2.00TREE REMOVALPLAN /EXISTINGLANDSCAPE PLAN0'05'10'SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:RE CIVIL FOR REMOVAL OF ALL PVMT ANDSTRUCTURES, TYPREMOVE EXISTING HEDGEEX PATHPROTECT HEDGE08/13/2019
L 2.10TREE REMOVAL / EXLANDSCAPE PLANPARKING LOT0'05'10'SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:TREE MITIGATION CHARTINTERSECTION 1"=10'-0"01BP REV 0108/31/20181RFI 05002/15/2019208/13/2019
ENTRY COURTBAY ACCESS DRIVESTREET LIGHT; RE ELECDETECTABLE WARNINGPLATE; RE CIVILARCH OVERHANG(S)RAMPGENERATORCONC CURB; RE CIVILL 3.00HARDSCAPEMATERIALS PLANSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'ARCH (UPPER DECK LIMITS)BENCH01L6.02BENCH; SIM03L6.01STEEL BAR GRATE STEP-TOP CONNECTION TOCONCRETE02L6.01STEEL BAR GRATE STEP-BOTTOM CONNECTIONTO CONCRETE01L6.01STEEL BAR GRATE STEP-TREAD AND RISERSTEEL BOLLARD ; 6" DIA X36"; CONC FILLED01L6.02ENTRY WALLFLAGPOLE06L6.01HANDRAIL ANCHOREDTO WALKWAY05L6.01HANDRAIL ANCHOREDTO FACE OF WALL05L6.01HANDRAIL ANCHOREDTO FACE OF WALL06L6.01HANDRAIL ANCHOREDTO WALKWAY07,05L6.01HANDRAIL ANCHORED TO LOWWALL TRANSITIONING TOHANDRAIL ANCHORED TO FACEOF WALL06L6.01HANDRAIL ANCHOREDTO WALKWAY07L6.01HANDRAIL AND GUARDRAILANCHORED TO LOW WALLLANDINGACACAC04L6.01HANDRAIL /GUARDRAIL ATSTEPS07L6.01GUARDRAIL ANCHOREDTO LOW WALL (BACK /DOWN HILL SIDE)LANDINGLANDINGLANDINGLANDINGRAMPRAMPRAMP
DETECTABLE WARNINGPLATE; RE CIVILLANDINGLANDINGRAMP; RE CIVILWALL AS GUARD; SLOPE TOW @ 42"ABOVE RAMP GRADE; RE CIVIL06L6.00PLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BED05L6.01HANDRAILANCHORED TOFACE OF WALLPer RFI-066 the sidewalk will beextended into the planter by 6"for the railing install.08/13/2019
ENTRY COURTBAY ACCESS DRIVERAMPGENERATORL 3.01HARDSCAPELAYOUT PLANSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:0'05'10'6'-0"10'-0"
22'-6"4'-1"ACACACLANDINGLANDINGLANDINGLANDINGRAMPRAMPRAMPLANDING
LANDINGPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BEDPLANTING BED4'-75 8"4'-53 8"10'-0"LANDING7'-0"11'-738"1'-2"3'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"7'-0"7'-0"7'-0"7'-0"9'-0"9'-0"CTR OF WALLCTR OF WALLCTR OF WALLCTR OF WALLCTR OF WALLALIGN WITH BLDGALIGN WITH BLDG4'-0"
3'-0"
6'-0"4'-7"5'-0"4'-1014"5'-334"5'-334"5'-334"ALIGN WITH WALL4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"4'-113 8"6'-65 8"4'-6"5'-0"8'-6"6'-57 8"6'-57 8"
9'-0"9'-0"8'-73 8"5'-318"5'-714"5'-714"7'-6"8'-0"7'-412"7'-412"7'-412"7'-412"7'-6"7'-6"7'-6"8'-0"7'-6"7'-6"7'-6"7'-6"5'-0"5'-0"8'-0"
1'-0"CTR JT ON WALL7'-25 8"8'-0"8'-0"8'-0"7'-312"8'-0"8'-978"8'-0"8'-0"7'-0"9'-65 8"10'-4"16'-25 8"34'-0"11'-738"4'-812"8'-0"4'-10"5'-6"3'-0"RE CIVIL FOR CURB ANDGUTTER LAYOUTRE: RFI-163. RFI-163 clarifies therequired foundation for the site stairs.P-1 pilaster with an "A" type footing set36" below grade.08/13/2019
ENTRY COURT
BAY ACCESS DRIVE
ACBOULDER
RAMP
GENERATOR
L 4.00
PLANTING PLAN
AND SCHEDULE
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN
AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
0'05'10'
ARCH (UPPER DECK LIMITS)
LOWEST TREE BRANCHES SHALL BE 8' ABOVE
FINISH GRADE.
AC AC
ROOT BARRIER
05
L6.00
ROOT BARRIER (CURB AND UTILITIES BELOW)05
L6.00
ROOT BARRIER
05
L6.00
ROOT BARRIER
05
L6.00
BP REV 01 08/31/20181
4 PR 028 06/28/2019
4
4
4
4
4
4
08/13/2019
L4.10PLANTING PLANAND SCHEDULEPARKING LOTSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:0'05'10'ELECTRANSROOT BARRIER WHEN TREES AREADJ TO PVMT AND UTILITIES, TYP05L6.00IMPORTANT: LOWEST TREE BRANCHES SHALL BE8' ABOVE FINISH GRADE TO ENSURE VISIBILITY;TYP FOR ALL COTTONWOODSTRASH /RECYCLING / STORAGEINTERSECTION 1"=10'-0"01GUARDRAILBP REV 0108/31/20181RFI 05002/15/20192ISLAND TO POTENTIALLY BE TRIMMED INTHE FUTURE TO IMPROVE VEHICLECIRCULATION305/05/20193PR 02806/28/20194ROOT BARRIER WHEN TREES AREADJ TO PVMT AND UTILITIES, TYP05L6.00ROOT BARRIER WHEN TREES AREADJ TO PVMT AND UTILITIES, TYP05L6.00ROOT BARRIER WHEN TREES AREADJ TO PVMT AND UTILITIES, TYP05L6.00ROOT BARRIER WHEN TREES AREADJ TO PVMT AND UTILITIES, TYP05L6.0003L6.0244ROOT BARRIER WHEN TREES AREADJ TO PVMT AND UTILITIES, TYP05L6.0008/13/2019
L4.11HYDROZONE PLANPARKING LOTSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPEN AMBULANCEDISTRICT FACILITYPARKING LOTNO:ISSUED FOR:DATE:0'05'10'ELECTRANSTRASH /RECYCLING / STORAGEBP REV 0108/31/20181RFI 05002/15/2019208/13/2019
L 5.00ELEVATIONSSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:08/13/2019
L 6.00DETAILSSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:FLAGPOLE (FOR REFERENCE ONLY)NTS06L6.00STRL RQD FOR FLAGPOLE FOOTERRE: RFI-162. RFI-162clarifies the requiredfoundation for the new flagpole.08/13/2019
L 6.01DETAILSSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:Per Pre-bidQuestion #26 - Toclarify hand railmaterials allexterior stairapplications are tobe galvanized.Per Pre-bid Question #27 - See Section055113- Metal Pan Stairs and Section055213 Pipe and Tube Railings. If moreinfo is needed, we can work with theChamberlin.Per RFI-075 the handrail on the south side ofthe building is to be anchored in the split facemasonry using epoxy and a 3/8" steel rod.Refer to RFI-07508/13/2019
L 6.02DETAILSSHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:Per Pre-bid Question #20 - This is nota retaining wall and does not need afooting. Provide reinforcement withinthe wall as per drawing 01/L6.02.Exposed wall surfaces are intended tomatch the other concrete walls,however the wall edges should be'eased' not chamfered.Per Pre-bid Question#28 - Bench throughbolt anchor assemblyis to have stainlesssteel for all hardwarecomponents of thebolt anchorassembly.RE: RFI-093. Per RFI-093, all site concretefor the new building will be sealed rightafter pouring with a Cure & Seal.Per RFI-122 Tachweld nut or damagethreads behind nut toprohibit someonefrom removing andwalking away withthe bench.Per RFI-138 Refer to thedetail prepared by LiftStudio for the concretefinish and jointing. Jointsshould be hand tooled assaw cutting can damagethe snowmelt tubing.08/13/2019
ENTRY COURTACCESS DRIVERAMPLGT 1.0LANDSCAPELIGHTING PLAN0'05'10'SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comC 2016 CHAMBERLIN ARCHITECTS
1/16/2018 11:31:59 AM
05/09/20181740CASTLE CREEK ROADASPEN, COLORADOPROJECT STATUS: 100% CDASPENAMBULANCEDISTRICT FACILITYNO:ISSUED FOR:DATE:CTR LIGHT ON LANDING13'-638"(EQ)13'-638"(EQ)LANDINGLANDINGLANDINGLANDING
LAN
D
I
N
G 9'-0"9'-0"10'-0"10'-0"9'-0"9'-0"10'-0"10'-0"10'-0"10'-0"CTR OF LANDING
12"
10'-0"CTR OF WALL10'-0"10'-0"CTR OF WALL9'-0"9'-0"CTR OF WALLRAMPRAMPLANDINGRAMPRAMP
3 8"
3 8"
INDICATOR LIGHT ABOVEPer Pre-bid Question #29 - Landscape Type A / Recessed Wall Light = LWY1 inElectrical;Landscape Type B / Street light = LPL1 on Electrical;Landscape Type C / Down Light = LFL1 on Electrical;Landscape Type D / Flagpole Light = LFL2 on Electrical;Electrical is using old base data and needs to update theirwork to match the latest civil/landscape base; in additionthe relocated transformer is shown in the wrong locationon electrical plans.08/13/2019
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY LIFT STUDIO. THE CONTRACTOR IS
RESPONSIBLE TO NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION
PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL
COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.
CONTACT IRRIGATION CONSULTANT FOR CURRENT SPECIFICATIONS IF NOT PROVIDED.
2.SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE LOCAL WATER DISTRICT THAT SERVES THIS SITE AND THEY HAVE BEEN TOLD
THAT THE STATIC WATER PRESSURE IN THIS AREA SHOULD BE 75 PSI. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE
PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE
IMMEDIATELY. WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDROSYSTEMS*KDI AT
CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS
FROM THIS PRESSURE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS
REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 65 PSI
MINIMUM.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX
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 PERIOD. THE DESIGN IS 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 AVERAGE VALUES UTILIZED.
TURF GRASS 1.94" PER WEEK PEAK SEASON
ORNAMENTAL PLANTINGS 0.78" PER WEEK PEAK SEASON
NATIVE SEED MIXES 0.65" PER WEEK PEAK SEASON (TWO SEASONS)
NOTE: IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR ESTABLISHMENT. SYSTEM WILL REMAIN FOR
USE DURING YEARS WITH LESS THAN NORMAL RAINFALL.
4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND
WITHIN LANDSCAPED AREAS. ANY EQUIPMENT OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE OR WIRES SHOWN OUTSIDE
OF THESE LIMITS IS 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 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 BOXES FOR HEAVY
DUTY NON-DELIBERATE TRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS, I.E. GREEN IN TURF, TAN IN WOOD MULCH, 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.
5.MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF
BACKFLOW 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 BACKFLOW PREVENTER LOCATIONS, INSTALL ONE BOILER DRAIN VALVE DOWNSTREAM OF
BACKFLOW PREVENTER.
6.POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL 15 SERIES NOZZLES ON ALL
HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIES NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADS
SPACED AT 8' TO 9'. INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'. INSTALL 5' NOZZLES ON ALL HEADS SPACED AT 5'.
INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH
AN "L" OR "R" DESIGNATION. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES
THAT ARE NOT A STANDARD NOZZLE ANGLE. WHERE INDICATED, INSTALL LOW FLOW SQ SERIES SQUARE NOZZLES AT SPACING SHOWN.
7.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND PLACEMENT.
8.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 3 4" MINIMUM UNLESS OTHERWISE NOTED.
9.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE
INSTALLED IN THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT
LABELED, FOLLOW THE 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.
SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY)
3 4" - 114" PIPING 2" PVC (1)
112" - 2" PIPING 4" PVC (1)
1-25 CONTROL WIRES 2" PVC (1)
10.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 VALVE. REFER TO SPECIFICATIONS FOR WIRE COLOR. SEE IRRIGATION SCHEDULE FOR
ADDITIONAL INFORMATION.
11.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY
ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS.
12.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO PLANS AND SPECIFICATIONS. AT ONSET OF
CONSTRUCTION, VERIFY PLANS ARE CURRENT. WHERE REQUIRED BY CITY, CONTRACTOR SHALL CONSTRUCT ONLY OFF CITY STAMPED
PLANS. REVISIONS TO CITY STAMPED PLANS SHALL CONFORM TO CITY FIELD CHANGE PROCEDURES AND DOCUMENTATION.
13.EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW
INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND PAID FOR BY THE
LANDSCAPE CONTRACTOR.
14.EXISTING IRRIGATION COORDINATION - EXISTING IRRIGATION SYSTEM SHALL NOT BE TURNED OFF FOR MORE THAN 24 HOURS MAXIMUM.
CONTRACTOR SHALL COORDINATE TURN OFF OF SYSTEM WITH OWNER OR MAINTENANCE STAFF 72 HOURS PRIOR TO ANY NEW
CONSTRUCTION.
15.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.
16.IRRIGATION WITHIN ROW - CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW AREA (BETWEEN STREET AND THE
PROPERTY LINE) IS TO BE ON SEPARATE CONTROL VALVES THAN THOSE WITHIN THE PROPERTY LINE.
IRRIGATION CONSTRUCTION NOTESIRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
LINE SIZE - 212'' AND SMALLER GATE VALVE 9
HUNTER I-CORE-M - 12 STATION MODEL ELECTRIC CONTROLLER 3
HUNTER SOLAR SYNC - WSS-SEN WEATHER SENSOR DEVICE 4
N/S GUARDSHACK GS-1 BACKFLOW PREVENTER ENCLOSURE 2
FEBCO 825YA RP BACKFLOW PREVENTER 1
HUNTER ICV-FS MASTER CONTROL VALVE 6
CST FSI-T 10-001 1"FLOW SENSOR 5
CLASS 200 BE - 212" & SMALLER PVC MAINLINE 9
CLASS 200 BE PVC LATERAL 9
CLASS 160 PVC SLEEVING 8
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 12
HUNTER ICZ-101-LF-25 DRIP VALVE ASSEMBLY 13
NETAFIM LVCZ-10075 SUBSURFACE VALVE ASSEMBLY 16
DRIP LINE BLOW-OUT STUB 11
NETAFIM TLHCVXR-3-12 ROWS SPACED 18"SUBSURFACE DRIPLINE 14 & 15
CLASS 200 BE SUBSURFACE HEADER PIPE - 1" PVC 14, 15 & 16
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 12
N/S MATCO 201 MANUAL DRAIN VALVE 10
A
W
FS
GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
A (controller)NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE
WIRES TO WHICH CONTROLLER - SEE CONSTRUCTION NOTES3
IR-0.1
IRRIGATION NOTES
AND SCHEDULE
PARKING LOT
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
1.IRRIGATION WITHIN ROW - CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW
AREA (BETWEEN STREET AND THE PROPERTY LINE) IS TO BE ON SEPARATE CONTROL VALVES THAN THOSE
WITHIN THE PROPERTY LINE.
2.UNLESS PROVIDED IN THESE PLANS OR SPECIAL CONDITIONS, THE CONTRACTOR SHALL COMPLY WITH THE
MOST CURRENT CITY OF ASPEN STANDARDS.
3.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.
ASPEN - IRRIGATION CONSTRUCTION NOTES
Per RFI-148 It was confirmed that the water
meters will not be required for the
irrigation systems. Steve Wilson did confirm
that backflow prevention would be required
on each of the irrigation lines.
08/13/2019
XSDXSD
ue
ue
oeXSDXSDPEAK
E
L
V
=
8
0
3
3
.
7
'
E
OPEN
TO BELOW
CANOPY
BELOW
compact compactcompactcompact(1)4''(2)2''
(1)4''(2)2''
(1)4''(3)2''
(1)4''(2)2''
(1)4''(1)2''
(2)2''(2)2''
(1)2''
dr 1"
A1
dr 1"
A2
(2)2''
(1)2''
2 1"
A3
(1)4''(3)2''
FS
A
11 2''
11 2''
11 2''
11 2''
W
3 A
CONTROLLER COMM WIRE
(1)2''
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
0
NORTH SCALE: 1''=20'
10'20'40'
EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR
REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING
NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE
DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND
PAID FOR BY THE LANDSCAPE CONTRACTOR.
1
1
CONTROLLER LOCATION "A"
WALL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION
COUNT), AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 40 LF. OF
CONTROLLER LOCATION FROM BUILDING POWER. STEP-DOWN TRANSFORMER (IF
REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH
WORK CONFORMING TO LOCAL CODES. EXTEND PE89 SHIELDED CABLE FROM THE
FLOW SENSOR AND 4 #14 UFUL WIRES (TWO BLUE AND TWO ORANGE) FROM MASTER
VALVE TO ASSOCIATED CONTROLLER. CONNECT WIRES TO THE APPROPRIATE
SENSOR INPUT PORTS. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE
OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BE
APPROVED BY OWNER PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON
CONTROLLER ENCLOSURE WHERE THERE IS 20 FT. OF CLEARANCE FROM ANY
OVERHANG OR OBSTRUCTING FEATURE. FINAL CONTROLLER AND WEATHER SENSOR
LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.
A
A
IR-1.1
IRRIGATION PLAN
PARKING LOT
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
THIS AREA IS TO BE IRRIGATED BY THE ASPEN VALLEY HOSPITAL IRRIGATION
SYSTEM. EXISTING HEADS TO BE ADJUSTED IN FIELD TO ACCOMMODATE
REDUCTION OF LANDSCAPE AREA.
POINT OF CONNECTION #1 - 3/4"
PEAK FLOW REQUIREMENT: 6 GPM. REQUIRED STATIC PRESSURE: 65 PSI
TIE ONTO 3/4'' COPPER STUB-OUT DOWNSTREAM OF WATER METER
FROM BUILDING AT 54'' DEPTH IN THIS APPROXIMATE LOCATION, BY
OTHERS RE-PLUMBING PLAN. INSTALL ONE 3/4'' METER PER ASPEN CITY
OR COUNTY SPECIFICATIONS AND STANDARDS. EXTEND 3/4'' TYPE K
SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER
LOCATION. INSTALL ONE 3/4'' STOP AND WASTE VALVE, ONE 3/4''
REDUCED PRESSURE BACKFLOW PREVENTER WITH PRESSURE REDUCING
VALVE AND PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE
FLOW SENSOR, ONE MASTER VALVE, ONE QUICK COUPLING VALVE, ONE
GATE VALVE AND EXTEND PVC MAINLINE AS SHOWN. EXTEND ONE PE89
SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT
LOCATED IN ASSOCIATED CONTROLLER. EXTEND 4 UFUL14# WIRE (TWO
ORANGE AND TWO BLUE) AND CONNECT 2 OF THE WIRES FROM THE
MASTER VALVE TO THE DATA RETRIEVAL BOARD IN ASSOCIATED
CONTROLLER. WORK SHALL CONFORM TO LOCAL CODE. FEES AND
PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR
BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE
APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
IRRIGATION SYSTEM TO BE METERED INDEPENDENTLY
(PER COA REQUIREMENTS)
Per Pre-Bid Question #7 - Due to cost and multiple other factors, the
design team decided to source the parking lot irrigation main line from
the new water service line at the Ambulance Facility. The City of Aspen
would determine if the plantings and irrigation at the parking lot need to
be installed once the lot is completed or if that work can be delayed
until 2019.
08/13/2019
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
FINISH GRADE
RECTANGULAR VALVE BOX WITH
EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
PRESSURE MAINLINE
3 4" CRUSHED GRAVEL SUMP - 2 C.F.
ELECTRIC MASTER CONTROL
VALVE
MASTER VALVE 624V - Small - Typical
NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES,
ELLS, ETC, SHALL BE INSTALLED WITHIN "METER
RUN" DISTANCE. DIAMETER OF FLOW SENSOR TEE
AND "METER RUN" PIPING SHALL BE EQUAL. NO
REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE
INSTALLED WITHIN FLOW SENSOR TEE.
DATA CABLE SPLICE CONSISTING OF
WIRE NUTS AND PREFORMED SUPER
SERVISEAL SPLICE KIT.
FINISH GRADE
RECTANGULAR VALVE BOX WITH EXTENSIONS
AS REQUIRED. BRAND "FS" INTO VALVE BOX
LID. REFER TO TECHNICAL TO TECHNICAL
SPECIFICATIONS SPECIFICATIONS. VALVE BOX
SHALL NOT REST DIRECTLY ON FLOW SENSOR
CABLE.
TEE STYLE FLOW SENSOR. REFER
TO PLAN & SCHEDULE FOR SIZING,
MANUFACTURER, & MODEL.
DATA CABLE TO CONTROLLER SENSOR
INPUTS PER MANUFACTURER
RECOMMENDATION. PROVIDE ADDITIONAL
CABLE WITHIN BOX TO ALLOW REMOVAL
OF SENSING UNIT FROM BOX FOR
MAINTENANCE PURPOSES.
3/4" GRAVEL SUMP - 2 CU. FT.
PVC PRESSURE MAINLINE - REFER
TO PLAN FOR DIAMETER.
FLOW
10x PIPE DIA.5x PIPE DIA.
METER RUN
FLOW SENSOR 5VIA DATA CABLE - TEE STYLE
FINISH GRADE
APPLY TEFLON TAPE TO ALL MALE THREADED
PVC FITTINGS AND ALL NIPPLES
34" CRUSHED GRAVEL SUMP 1 CU. FT.
2" VALVE MARKER
10" ROUND VALVE BOX - BRAND THE
LETTER "D' IN LID. REFER TO
TECHNICAL SPECIFICATIONS.
2" CL 160 PVC ACCESS SLEEVE -
LENGTH AS REQUIRED
34" FxF SCH. 80 PVC 90 ELL (2)
34"xCL PVC NIPPLE SCH. 80 (2)
34"x6" SCH. 80 GALVANIZED STEEL NIPPLE
34" BRASS GLOBE VALVE
34" MxF SCH. 40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
34"x4" PVC NIPPLE SCH. 80
34" CRUSHED GRAVEL SUMP. SEE
TECHNICAL SPECIFICATIONS FOR
SUMP SIZE
PVC PRESSURE MAINLINE
MANUAL DRAIN VALVE 10
PVC PRESSURE MAINLINE
REFER TO IRRIGATION
SCHEDULE
NOTE:·CONCRETE PAD PENETRATIONS TO BE 1"LARGER THAN TUBING DIAMETER.
·REFER TO ENCLOSURE DETAIL FOR
CONCRETE PAD DIMENSIONS.
·DIAMETER OF FITTINGS, NIPPLE AND TUBING
SHALL EQUAL DIAMETER OF BACKFLOW
PREVENTER UNLESS NOTED OTHERWISE.
BRONZE UNION - SWxSW
6" THICK CONCRETE PAD -
LENGTH AS REQUIRED, 30" MIN.
WIDTH. TOP OF SLAB TO BE 1"
ABOVE FINISH GRADE.
ADJUSTABLE CAST IRON STOP
BOX - TYLER OR EQUAL
PROTECTIVE ENCLOSURE -
REFER TO DETAIL
REDUCED PRESSURE
BACKFLOW PREVENTER
CxM ADAPTER (TWO REQUIRED)
QUICK COUPLING
VALVE - INSTALL AS
PER QCV DETAIL
12"
SOIL FILTER FABRIC COVERING
GRAVEL SUMP
STOP & DRAIN VALVE - LINE SIZE
3 4" CRUSHED GRAVEL SUMP - 2 CU. FT.
SERVICE LINE FROM WATER METER
12"EQ EQ
TYPE "K"
RIGID
COPPER
BACKFLOW PREVENTER 13/4" - 2" SYSTEMS WITH PVC CONNECTION
ELECTRIC CONTROLLER
PVC CONDUIT W/ SWEEP ELL (TYP. UNDERGROUND
LOCATIONS) - 2 EACH LOCATION - ONE 2" PVC SCH
40 DIRECT BURIAL CONDUIT STUB-OUT FOR 24V
VALVE CONTROL WIRING AND ONE 3 4" PVC CONDUIT
FOR 120V POWER SUPPLY IN DIRECT BURIAL
CONDUIT AS PER CITY CODE.
FINISH GRADE
EMT MALE ADAPTER & PVC FEMALE ADAPTER
SECURE CONDUIT TO WALL 18" O.C.
EMT CONDUIT - SIZE TO ACCOMMODATE
CONTROL WIRE QUANTITY
EMT MALE ADAPTER W/ WASHER & LOCK RING
ELECTRIC CONTROLLER
SECURE CONTROLLER TO
WALL WITH ANCHOR BOLTS
18''
54" MIN.
60" MAX.
EXTERIOR WALL MOUNT 3
WIRELESS RAIN SENSOR (MODEL
PER SCHEDULE) - TOP OF
SENSOR TO BE ABOVE GUTTER
AND/OR ANY OBSTRUCTIONS
ADJUSTABLE LENGTH
MOUNTING ARM
SECURE BRACKET TO EAVE PER
MANUFACTURER'S RECOMMENDATIONS.
BUILDING EAVE
NOTE: MOUNT SENSOR RECEIVER PER
CONTROLLER DETAIL.
WEATHER SENSOR 4EAVE MOUNTED - Wireless
CL
EQ EQ
6"6"
Y
CL
1"5"
EQ
6"
Y
EQ
6"
CL
Z
X
GUARDSHACK ENCLOSURE
CONCRETE PAD
BFP MODEL/SIZE ENCLOSURE MODEL X Y Z
FEBCO 825YA 3/4" & 1"GS-.5 10"24"18"
FEBCO 825YA 112" & 2"GS-1 10"34"24"
NOTES:
·PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE
1" LARGER THAN RISER DIAMETER.
·TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH
GRADE.
·INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S
RECOMMENDATIONS.
·PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE.
·PROVIDE ENCLOSURE IN FEDERAL GREEN COLOR. UNLESS
OTHERWISE NOTED (SEE SCHEDULE).
TOP VIEW
SIDE VIEW
2GUARDSHACK - 3/4" - 2" SYSTEMS
IRRIGATION
DETAILS
PARKING LOT
IR-2.1
B
A
ROUGH GRADE
C
NOTE:
·ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON PLAN.
·INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE
SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT
STACK SLEEVES VERTICALLY.
·CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A
"V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING.
PAVED SURFACE
CURB AND GUTTER
(IF APPLICABLE)
2" PVC PIPE SLEEVE MARKER -
INSTALL AT BOTH ENDS OF EACH
SLEEVE LOCATION AND EXTEND AT
LEAST 3' ABOVE GRADE. SPRAY
EXPOSED PORTION OF MARKER WITH
GREEN FLUORESCENT PAINT.
SEAL ENDS OF SLEEVE WITH
CLOTH DUCT TAPE (TYPICAL)
PVC SLEEVING (TYPICAL)
IRRIGATION SLEEVING
24" MIN.
12" MIN.
36" MIN.
7
FINISH GRADE
2"
3"
10" ROUND VALVE BOX. BRAND "GV"
ON LID OF VALVE BOX. REFER TO
TECHNICAL SPECIFICATIONS.
GATE VALVE W/ CROSS HANDLE AND
SOLID WEDGE DISC.
3 4" CRUSHED GRAVEL SUMP - FILL
BOX TO WITHIN 2" OF TOP OF 6"
PVC ACCESS SLEEVE∅
6" CLASS 160 PVC SLEEVE BOTTOM TO
BE NOTCHED AND CONTACT TOP OF
PRESSURE MAINLINE
PVC PRESSURE MAINLINE
SCH. 40 PVC MALE ADAPTER (2) - SIZE
TO EQUAL GATE VALVE DIAMETER
UNDISTURBED SOIL
GATE VALVE 9
4-6" BODIES: 18"
12" BODIES: 24"
CONTROL WIRE BUNDLE OR TWO
WIRE COMMUNICATION CABLE (PER
SPECIFICATIONS)
24"
SPRAY HEAD LATERAL
PIPING OR DRIP LINE
HEADER.
FINISH
GRADE
ROTOR LATERAL
PIPING
BACKFILL MATERIAL (TYP.)
4-6" BODIES: 14"
12" BODIES: 18"
MAINLINE
NOTE: REFER TO TECHNICAL
SPECIFICATIONS FOR MINIMUM
TRENCH WIDTHS.
824"TYPICAL
TRENCH
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
FINISH GRADE
DEFLECT TUBING TO PERMIT
ENTRY THROUGH BOTTOM OF
VALVE BOX.
12" POP-UP SPRAY HEAD WITH
CHECK VALVE, CLOSED NOZZLE, &
SWING PIPE (ZONE OPERATIONAL
INDICATOR)PLANT MATERIAL
3 4" PVC BALL VALVE WITH 34" PVC
INSxMIPT ADAPTER AND S.S. CLAMP
3 4" DRIP TUBING - COIL SUFFICIENT
LENGTH IN BOX TO EXTEND HOSE
ADAPTER OUTSIDE OF VALVE BOX.
3 4" WASHED RIVER ROCK SUMP (1
CU. FT.)
INSERT TEE WITH CLAMPS
10" ROUND VALVE BOX WITH COVER
- BRAND "DB" INTO VALVE BOX LID.
REFER TO TECHNICAL
SPECIFICATIONS.
SECTIONPLAN
DISTANCES VARY: CONTRACTOR SHALL
LOCATE FLUSH VALVE BOX TO BE
SCREENED BY PLANT MATERIAL AND
ACCESSIBLE. OPERATIONAL INDICATOR
SHALL BE LOCATED FOR EASY
VISIBILITY DURING OPERATION
PLANT MATERIAL
INDICATOR HEAD
PLANTER BED
WALL OR EDGER
FLUSH VALVE
POLY PIPE FROM
EXHAUST HEADER
OR DRIP LATERAL
DRIP FLUSH VALVE 11WITH OPERATIONAL INDICATOR
08/13/2019
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS1/16/2018 11:31:59 AM05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
ASPEN AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
PLANT SIZE EMITTER
FLOW RATE
EMITTER QTY. AT MULCHED
BED LOCATIONS
EMITTER QTY. AT NATIVE
SEED LOCATIONS
1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH ONE EACH
5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH
112" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH
2" CALIPER TREE 1.0 GPH FOUR EACH SIX EACH
212" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH
3" CALIPER TREE 1.0 GPH EIGHT EACH TEN EACH
312" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH
4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH
6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH SIX EACH
8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH
10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH
12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH
NOTES:
·INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS
SHALL BE EQUALLY SPACED AROUND ROOT BALL.
·EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A
MAXIMUM OF 2".
·FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO
EMITTER INSTALLATION.
·IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE
OF ROOT BALL.
·EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS
NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS.
·DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT
REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE.
·CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN
ON PLAN.
·SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED
TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER
SCHEDULE AS FOLLOWS:
··EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALL
BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES.
··EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR
PLANTS WITH NORTH AND EAST EXPOSURES.
··PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES
AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY.
DOWN
4:1(+)-SLOPE
SECTION
10" MIN
4"-6"
PLANTING BACKFILL MATERIAL
POLY DRIP TUBING
PLANT ROOTBALL
EMITTER - STAKE TO EDGE OF
ROOTBALL
EMITTER MICRO-TUBING - 60"
MAXIMUM LENGTH
PLANT MATERIAL
EMITTER - REFER TO SCHEDULE FOR
EMITTER QUANTITY. REFER TO
SPECIFICATIONS FOR MANUFACTURER
AND MODEL NUMBER.
MULCH LAYER
EMITTER MICRO-TUBING
POLY DRIP TUBING - RE:
TECHNICAL SPECIFICATIONS
6" 10 GAUGE JUTE STAKE OR
APPROVED EQUAL
PLAN
12DRIP EMITTER
BELOW GRADE
LINE SIZE PVC BALL VALVE
3" MIN.DRIP VALVE ASSEMBLY (SEE
SCHEDULE)
STAINLESS STEEL WORM GEAR OR
PINCH CLAMP
VALVE SIZE POLY PIPING -
SWEEP TO SPECIFIED DEPTH
NOTE:
INSTALL ASSEMBLY TO REST ON GRAVEL SUMP.
CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO
VALVE BOX EXTENSIONS WILL BE ACCEPTED.
PROVIDE 3"-4" CLEARANCE BETWEEN TOP OF
CONTROL VALVE SOLENOID AND BOTTOM OF
VALVE BOX LID. TOP OF VALVE BOX TO BE FLUSH
WITH FINISH GRADE. VALVE BOX SHALL NOT REST
ON DRIP TUBING.
PVC MAINLINE
PVC SCH. 40 TEE OR ELL
PVC SCH. 80 NIPPLE
3" MIN. DEPTH 3 4"
WASHED GRAVEL
VALVE SIZE MIPTxINS. PVC ADAPTER
JUMBO VALVE BOX - BRAND BOX LID W/
CONTROLLER AND STATION NUMBER - REFER
TO TECHNICAL SPECIFICATIONS.
WATERPROOF SPLICE
24" COILED WIRE
PVC SCH. 80 NIPPLE
PVC SCH. 40 ELL
FINISH GRADE
DRIP VALVE 1324V - POLY LATERAL
IRRIGATION
DETAILS
PARKING LOT
IR-3.1
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
FINISH GRADE
NOTE: DIAMETERS OF BALL VALVES,
PVC FITTINGS, AND NIPPLES SHALL
EQUAL ELECTRIC CONTROL VALVE
DIAMETER. VALVE BOXES SHALL BE
INSTALLED PARALLEL OR
PERPENDICULAR TO ADJACENT
SIDEWALKS AND HARD SURFACES
WHERE APPLICABLE.
4'' MIN.
PVC LATERAL - 45 ELL TO
SPECIFIED DEPTH
PVC UNION - LINE SIZE
PRESSURE REGULATING
DEVICE
JUMBO VALVE BOX. BRAND LID
WITH CONTROLLER & STATION #.
REFER TO TECHNICAL
SPECIFICATIONS.
PVC BALL VALVE
ELECTRIC CONTROL VALVE
3 4" CRUSHED GRAVEL SUMP - 2 CU. FT.
SCH. 80 PVC NIPPLE -
LENGTH AS REQUIRED
SERVICE TEE - SOLVENT WELD OR
GASKETED FITTING - REFER TO
SPECIFICATIONS
CONTROL WIRE BUNDLE
PROVIDE 12" DIA. CONTINUOUS LOOP
OF SPARE CONTROL/COMMON WIRING
- BURY WITHIN GRAVEL SUMP AS NOT
TO BE VISIBLE
1" DISC FILTER
SUBSURFACE DRIP CONTROL VALVE 1624V - PVC
LF
SUBSURFACE DRIP 14IRREGULAR AREAS
LINE FLUSHING VALVE AND
OPERATIONAL INDICATOR - REFER
TO DETAIL TOCR IR-32.
AREA PERIMETER
DRIPLINE LATERAL TUBING
DRIPLINE START CONNECTION
MALE ADAPTER
EXHAUST HEADER
DRIPLINE TEE
REMOTE CONTROL
VALVE WITH DISC
FILTER AND PRV
DRIPLINE TUBING SHALL BE
INSTALLED WITH EMITTERS IN A
TRIANGULAR PATTERN BETWEEN
ROWS
SPEARS CHECK VALVE AND
3/4" RISER IN 6" VALVE BOX.
CONNECT TO TECHLINE GRID
USING 3/4" FIPT x INS x INS TEE
SUBSURFACE DRIP - TURF 15HORIZONTAL VIEW
4'' TO 6''
LINE DEPTH
EQUALEQUAL
SUB GRADE
LINE SPACING
PER SCHEDULE
FINISH GRADE
AMENDED SOIL
GRASSPAVE, GRASSCRETE
OR SIMILAR
4'' TO 6''
LINE DEPTH
EQUALEQUAL
SUB GRADE
LINE SPACING
PER SCHEDULE
FINISH GRADE
AMENDED SOIL
DRIP LINE BELOW GRADE IN
TURF AREAS
08/13/2019
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
KC KJD
ASPEN
AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY LIFT STUDIO. THE CONTRACTOR IS
RESPONSIBLE TO NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION
PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL
COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.
CONTACT IRRIGATION CONSULTANT FOR CURRENT SPECIFICATIONS IF NOT PROVIDED.
2.SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE LOCAL WATER DISTRICT THAT SERVES THIS SITE AND THEY HAVE BEEN TOLD
THAT THE STATIC WATER PRESSURE IN THIS AREA SHOULD BE 75 PSI. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE
PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE
IMMEDIATELY. WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDROSYSTEMS*KDI AT
CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS
FROM THIS PRESSURE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS
REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 67 PSI
MINIMUM.
3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX
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 PERIOD. THE DESIGN IS 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 AVERAGE VALUES UTILIZED.
TURF GRASS 1.94" PER WEEK PEAK SEASON
ORNAMENTAL PLANTINGS 0.78" PER WEEK PEAK SEASON
NATIVE SEED MIXES 0.65" PER WEEK PEAK SEASON (TWO SEASONS)
NOTE: IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR ESTABLISHMENT. SYSTEM WILL REMAIN FOR
USE DURING YEARS WITH LESS THAN NORMAL RAINFALL.
4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND
WITHIN LANDSCAPED AREAS. ANY EQUIPMENT OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE OR WIRES SHOWN OUTSIDE
OF THESE LIMITS IS 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 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 BOXES FOR HEAVY
DUTY NON-DELIBERATE TRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS, I.E. GREEN IN TURF, TAN IN WOOD MULCH, 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.
5.MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF
BACKFLOW 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 BACKFLOW PREVENTER LOCATIONS, INSTALL ONE BOILER DRAIN VALVE DOWNSTREAM OF
BACKFLOW PREVENTER.
6.POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL 15 SERIES NOZZLES ON ALL
HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIES NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADS
SPACED AT 8' TO 9'. INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'. INSTALL 5' NOZZLES ON ALL HEADS SPACED AT 5'.
INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH
AN "L" OR "R" DESIGNATION. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES
THAT ARE NOT A STANDARD NOZZLE ANGLE. WHERE INDICATED, INSTALL LOW FLOW SQ SERIES SQUARE NOZZLES AT SPACING SHOWN.
7.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND PLACEMENT.
8.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 3 4" MINIMUM UNLESS OTHERWISE NOTED.
9.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE
INSTALLED IN THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT
LABELED, FOLLOW THE 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.
SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY)
3 4" - 114" PIPING 2" PVC (1)
112" - 2" PIPING 4" PVC (1)
1-25 CONTROL WIRES 2" PVC (1)
10.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 VALVE. REFER TO SPECIFICATIONS FOR WIRE COLOR. SEE IRRIGATION SCHEDULE FOR
ADDITIONAL INFORMATION.
11.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY
ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS.
12.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO PLANS AND SPECIFICATIONS. AT ONSET OF
CONSTRUCTION, VERIFY PLANS ARE CURRENT. WHERE REQUIRED BY CITY, CONTRACTOR SHALL CONSTRUCT ONLY OFF CITY STAMPED
PLANS. REVISIONS TO CITY STAMPED PLANS SHALL CONFORM TO CITY FIELD CHANGE PROCEDURES AND DOCUMENTATION.
13.EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW
INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND PAID FOR BY THE
LANDSCAPE CONTRACTOR.
14.EXISTING IRRIGATION COORDINATION - EXISTING IRRIGATION SYSTEM SHALL NOT BE TURNED OFF FOR MORE THAN 24 HOURS MAXIMUM.
CONTRACTOR SHALL COORDINATE TURN OFF OF SYSTEM WITH OWNER OR MAINTENANCE STAFF 72 HOURS PRIOR TO ANY NEW
CONSTRUCTION.
15.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.
16.IRRIGATION WITHIN ROW - CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW AREA (BETWEEN STREET AND THE
PROPERTY LINE) IS TO BE ON SEPARATE CONTROL VALVES THAN THOSE WITHIN THE PROPERTY LINE.
IRRIGATION CONSTRUCTION NOTES
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO.
HUNTER PROS-12-CV-PRS30 WITH PRO-SPRAY
NOZZLE HI-POP SPRAY HEAD 7
HUNTER I-20-12 WITH # NOZZLE HI-POP GEAR DRIVEN ROTOR 8
HUNTER ICV-FS ELECTRIC CONTROL VALVE 11
HUNTER HQ-44-LRC QUICK COUPLING VALVE 10
LINE SIZE - 212'' AND SMALLER GATE VALVE 9
HUNTER I-CORE-M - 12 STATION MODEL ELECTRIC CONTROLLER 3
HUNTER SOLAR SYNC - WSS-SEN WEATHER SENSOR DEVICE 4
N/S GUARDSHACK GS-1 BACKFLOW PREVENTER ENCLOSURE 2
FEBCO 825YA RP BACKFLOW PREVENTER 1
HUNTER ICV-FS-AS MASTER CONTROL VALVE 6
CST FSI-T 10-001 1"FLOW SENSOR 5
CLASS 200 BE - 212" & SMALLER PVC MAINLINE 17
CLASS 160 PVC SLEEVING 16
TORO BLUE STRIPE POLY DRIP TUBING -3 4" MIN. WIDTH 15
HUNTER ICZ-101-LF-25 DRIP VALVE ASSEMBLY 15
DRIP LINE BLOW-OUT STUB 13
N/S RAIN BIRD XERI-BUG DRIP EMITTERS 14
MANUAL DRAIN VALVE 12
#6
#6
#6
#6
A
W
FS
GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
A (controller)NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE
WIRES TO WHICH CONTROLLER - SEE CONSTRUCTION NOTES3
IR-0.0
IRRIGATION NOTES
AND SCHEDULE1.IRRIGATION WITHIN ROW - CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY IRRIGATION WITHIN THE ROW
AREA (BETWEEN STREET AND THE PROPERTY LINE) IS TO BE ON SEPARATE CONTROL VALVES THAN THOSE
WITHIN THE PROPERTY LINE.
2.UNLESS PROVIDED IN THESE PLANS OR SPECIAL CONDITIONS, THE CONTRACTOR SHALL COMPLY WITH THE
MOST CURRENT CITY OF ASPEN STANDARDS.
3.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.
ASPEN - IRRIGATION CONSTRUCTION NOTES
08/13/2019
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XFOXFO
8027
8026
80288017801880198020802180228023802480
25
802980308027802880298030 8015801680178014(2)2''(2)2''
(2)2''
(3)2''
A
(1)4''(2)2''(1)4''(1)2''
W
dr 1"
A2
6 1"
A5
6 1"
A6
6 1"
A9
6 1"
A10
6 1"
A11
CONTROLLER COMM WIRE
dr 1"
A1(1)2''
6 1"
A4
#1.5#1.5
#1.5
#1.5 #1.5
#1.5
#1.5
#1.5
#1.5
#1.5
#1.5
#1.5
11 2''
11 2''
11 2''
11 2''(1)4''(2)2"
FS
3 A
6 1"
A7
dr 1"
A3
6 1"
A8
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
KC KJD
ASPEN
AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
0
NORTH SCALE: 1''=10'
5'10'20'
NEW PLANTING IN THESE AREAS TO BE SERVED BY A
RETROFIT OF THE EXISTING IRRIGATION SYSTEM FROM
HEALTH AND HUMAN SERVICES BUILDING. BY OTHERS
1
1
CONTROLLER LOCATION "A"
WALL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL &
STATION COUNT), AT INDICATED LOCATION. 120 VOLT POWER IS
AVAILABLE WITHIN 40 LF. OF CONTROLLER LOCATION FROM BLDG.
ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF
REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BY
CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. EXTEND
PE89 SHIELDED CABLE FROM THE FLOW SENSOR AND 4 #14 UFUL
WIRES (TWO BLUE AND TWO ORANGE) FROM MASTER VALVE TO
ASSOCIATED CONTROLLER. CONNECT WIRES TO THE APPROPRIATE
SENSOR INPUT PORTS. FEES AND PERMITS ASSOCIATED WITH WORK
ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL
CONTROLLER LOCATION SHALL BE APPROVED BY OWNER PRIOR TO
INSTALLATION. MOUNT ONE WEATHER SENSOR ON BUILDING WHERE
THERE IS 20 FT. OF CLEARANCE FROM ANY OVERHANG OR
OBSTRUCTING FEATURE. FINAL WEATHER SENSOR LOCATION SHALL BE
APPROVED BY OWNER PRIOR TO INSTALLATION.
A
A
APPROXIMATE WEATHER SENSOR MOUNTING LOCATION AT ROOF LEVEL.
REFER TO CONTROLLER NOTE. COORDINATE LOCATION WITH ARCHITECT AND
IRRIGATION CONSULTANT PRIOR TO INSTALLATION.
IR-1.0
IRRIGATION PLAN
EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR
REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING
NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE
DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE AND
PAID FOR BY THE LANDSCAPE CONTRACTOR.
POINT OF CONNECTION #1 - 3/4"
PEAK FLOW REQUIREMENT: 6 GPM. REQUIRED STATIC PRESSURE: 67 PSI
TIE ONTO 3/4'' COPPER STUB-OUT DOWNSTREAM OF WATER METER
FROM BUILDING AT 54'' DEPTH IN THIS APPROXIMATE LOCATION, BY
OTHERS RE-PLUMBING PLAN. INSTALL ONE 3/4'' METER PER ASPEN CITY
OR COUNTY SPECIFICATIONS AND STANDARDS. EXTEND 3/4'' TYPE K
SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER
LOCATION. INSTALL ONE 3/4'' STOP AND WASTE VALVE, ONE 3/4''
REDUCED PRESSURE BACKFLOW PREVENTER WITH PRESSURE REDUCING
VALVE AND PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE
FLOW SENSOR, ONE MASTER VALVE, ONE QUICK COUPLING VALVE, ONE
GATE VALVE AND EXTEND PVC MAINLINE AS SHOWN. EXTEND ONE PE89
SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT
LOCATED IN ASSOCIATED CONTROLLER. EXTEND 4 UFUL14# WIRE (TWO
ORANGE AND TWO BLUE) AND CONNECT 2 OF THE WIRES FROM THE
MASTER VALVE TO THE DATA RETRIEVAL BOARD IN ASSOCIATED
CONTROLLER. WORK SHALL CONFORM TO LOCAL CODE. FEES AND
PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR
BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE
APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
IRRIGATION SYSTEM TO BE METERED INDEPENDENTLY
(PER COA REQUIREMENTS)
08/13/2019
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
KC KJD
ASPEN
AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
FINISH GRADE
RECTANGULAR VALVE BOX WITH
EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
PRESSURE MAINLINE
3 4" CRUSHED GRAVEL SUMP - 2 C.F.
ELECTRIC MASTER CONTROL
VALVE
MASTER VALVE 624V - Small - Typical
NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES,
ELLS, ETC, SHALL BE INSTALLED WITHIN "METER
RUN" DISTANCE. DIAMETER OF FLOW SENSOR TEE
AND "METER RUN" PIPING SHALL BE EQUAL. NO
REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE
INSTALLED WITHIN FLOW SENSOR TEE.
DATA CABLE SPLICE CONSISTING OF
WIRE NUTS AND PREFORMED SUPER
SERVISEAL SPLICE KIT.
FINISH GRADE
RECTANGULAR VALVE BOX WITH EXTENSIONS
AS REQUIRED. BRAND "FS" INTO VALVE BOX
LID. REFER TO TECHNICAL TO TECHNICAL
SPECIFICATIONS SPECIFICATIONS. VALVE BOX
SHALL NOT REST DIRECTLY ON FLOW SENSOR
CABLE.
TEE STYLE FLOW SENSOR. REFER
TO PLAN & SCHEDULE FOR SIZING,
MANUFACTURER, & MODEL.
DATA CABLE TO CONTROLLER SENSOR
INPUTS PER MANUFACTURER
RECOMMENDATION. PROVIDE ADDITIONAL
CABLE WITHIN BOX TO ALLOW REMOVAL
OF SENSING UNIT FROM BOX FOR
MAINTENANCE PURPOSES.
3/4" GRAVEL SUMP - 2 CU. FT.
PVC PRESSURE MAINLINE - REFER
TO PLAN FOR DIAMETER.
FLOW
10x PIPE DIA.5x PIPE DIA.
METER RUN
FLOW SENSOR 5VIA DATA CABLE - TEE STYLE
NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES SHALL
EQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE
INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND
HARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALE
THREADED FITTINGS AND THREADED NIPPLES.
PVC LATERAL - 45 ELL TO
SPECIFIED DEPTH
SCH. 40 PVC REDUCING
MALE ADAPTER
RECTANGULAR VALVE BOX. BRAND LID
WITH CONTROLLER & STATION #. REFER
TO TECHNICAL SPECIFICATIONS. CENTER
BOX OVER ASSEMBLY.
PROVIDE 12" CONTINUOUS COILS OF ALL
"MAINTENANCE" SPARE CONTROL/COMMON
WIRING WITHIN VALVE BOX
PVC BALL VALVE - FIPTxFIPT
3 4" CRUSHED GRAVEL SUMP - FILL BOX
TO BOTTOM OF VALVE BODY
SCH. 80 PVC NIPPLE - LENGTH AS
REQUIRED
SERVICE TEE - SOLVENT WELD
OR GASKETED FITTING - REFER
TO SPECIFICATIONS
CONTROL WIRE BUNDLE
ELECTRIC CONTROL VALVE
4"
FINISH GRADE
11ELECTRIC CONTROL VALVE
24V - PVC Lateral
FINISH GRADE
APPLY TEFLON TAPE TO ALL MALE THREADED
PVC FITTINGS AND ALL NIPPLES
3 4" CRUSHED GRAVEL SUMP 1 CU. FT.
2" VALVE MARKER
10" ROUND VALVE BOX - BRAND THE
LETTER "D' IN LID. REFER TO
TECHNICAL SPECIFICATIONS.
2" CL 160 PVC ACCESS SLEEVE -
LENGTH AS REQUIRED
3 4" FxF SCH. 80 PVC 90 ELL (2)
3 4"xCL PVC NIPPLE SCH. 80 (2)
3 4"x6" SCH. 80 GALVANIZED STEEL NIPPLE
3 4" BRASS GLOBE VALVE
3 4" MxF SCH. 40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
3 4"x4" PVC NIPPLE SCH. 80
3 4" CRUSHED GRAVEL SUMP. SEE
TECHNICAL SPECIFICATIONS FOR
SUMP SIZE
PVC PRESSURE MAINLINE
MANUAL DRAIN VALVE 12
HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
PVC PRESSURE MAINLINE
REFER TO IRRIGATION
SCHEDULE
NOTE:·CONCRETE PAD PENETRATIONS TO BE 1"LARGER THAN TUBING DIAMETER.·REFER TO ENCLOSURE DETAIL FORCONCRETE PAD DIMENSIONS.·DIAMETER OF FITTINGS, NIPPLE AND TUBINGSHALL EQUAL DIAMETER OF BACKFLOW
PREVENTER UNLESS NOTED OTHERWISE.
BRONZE UNION - SWxSW
6" THICK CONCRETE PAD -
LENGTH AS REQUIRED, 30" MIN.
WIDTH. TOP OF SLAB TO BE 1"
ABOVE FINISH GRADE.
ADJUSTABLE CAST IRON STOP
BOX - TYLER OR EQUAL
PROTECTIVE ENCLOSURE -REFER TO DETAILREDUCED PRESSURE
BACKFLOW PREVENTER
CxM ADAPTER (TWO REQUIRED)
QUICK COUPLING
VALVE - INSTALL AS
PER QCV DETAIL
12"
SOIL FILTER FABRIC COVERING
GRAVEL SUMP
STOP & DRAIN VALVE - LINE SIZE
34" CRUSHED GRAVEL SUMP - 2 CU. FT.
SERVICE LINE FROM WATER METER
12"EQ EQ
TYPE "K"
RIGID
COPPER
BACKFLOW PREVENTER 13/4" - 2" SYSTEMS WITH PVC CONNECTION
ELECTRIC CONTROLLER
PVC CONDUIT W/ SWEEP ELL (TYP. UNDERGROUND
LOCATIONS) - 2 EACH LOCATION - ONE 2" PVC SCH
40 DIRECT BURIAL CONDUIT STUB-OUT FOR 24V
VALVE CONTROL WIRING AND ONE 3 4" PVC CONDUIT
FOR 120V POWER SUPPLY IN DIRECT BURIAL
CONDUIT AS PER CITY CODE.
FINISH GRADE
EMT MALE ADAPTER & PVC FEMALE ADAPTER
SECURE CONDUIT TO WALL 18" O.C.
EMT CONDUIT - SIZE TO ACCOMMODATE
CONTROL WIRE QUANTITY
EMT MALE ADAPTER W/ WASHER & LOCK RING
ELECTRIC CONTROLLER
SECURE CONTROLLER TOWALL WITH ANCHOR BOLTS
18''
54" MIN.
60" MAX.
EXTERIOR WALL MOUNT 3
HI-POP GEAR DRIVEN ROTOR
NOTE:
·DIAMETERS OF FITTINGS AND NIPPLES SHALL
EQUAL ROTOR INLET DIAMETER.
·SET ROTOR PERPENDICULAR TO FINISH GRADE.
·APPLY TEFLON TAPE ALL PVC MALE THREADED
FITTINGS.
24"
6"
SET LIP AT FINSHED GRADE
CURB AND GUTTER, SIDEQALK OR HARD
SURFACE WHERE APPLICABLE
HI-POP GEAR DRIVEN ROTOR
MIPTxFIPT SCH. 40 PVC ELL (2)
12" SCH. 80 PVC NIPPLE
MIPTxFIPT SCH. 40 PVC 90 ELL
PVC SUPPLY LINE WITH SCH. 40
SLIPxFIPT PVC FITTING
30-60 DEG
8
ADJUSTABLE LENGTH
MOUNTING ARM
SECURE BRACKET TO EAVE PER
MANUFACTURER'S RECOMMENDATIONS.
BUILDING EAVE
NOTE: MOUNT SENSOR RECEIVER PER
CONTROLLER DETAIL.
SOLAR SYNC SENSOR - TOP OF
SENSOR TO BE ABOVE GUTTER
AND/OR ANY OBSTRUCTIONS
WEATHER SENSOR 4EAVE MOUNTED - SolarSync
CL
EQ EQ
6"6"
Y
CL
1"5"
EQ
6"
Y
EQ
6"
CL
Z
X
GUARDSHACK ENCLOSURE
CONCRETE PAD
BFP MODEL/SIZE ENCLOSURE MODEL X Y ZFEBCO 825YA 3/4" & 1"GS-.5 10"24"18"FEBCO 825YA 112" & 2"GS-1 10"34"24"
NOTES:
·PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE
1" LARGER THAN RISER DIAMETER.
·TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH
GRADE.
·INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S
RECOMMENDATIONS.
·PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE.
·PROVIDE ENCLOSURE IN FEDERAL GREEN COLOR. UNLESS
OTHERWISE NOTED (SEE SCHEDULE).
TOP VIEW
SIDE VIEW
2GUARDSHACK - 3/4" - 2" SYSTEMS
NOTE:
·SET HEAD PERPENDICULAR TO FINISH GRADE SWING.
·JOINT ASSEMBLY SHALL BE ATTACHED TO BOTTOM SPRAY
HEAD INLET ONLY.
·APPLY TEFLON TAPE TO ALL MALE PVC THREADED FITTINGS
AND NIPPLES.
HI-POP SPRAY HEAD
PVC LATERAL PIPING W/ SCH. 40 PVC
LINE SIZEx12" SLIPxFIPT FITTING
12" MxF SCH. 40 PVC 90d ELL
12"x6" SCH. 80 PVC NIPPLE
12" MxF SCH. 40 PVC 90d ELL (2 REQUIRED)
12" HI-POP SPRAY HEAD
CURB AND GUTTER, SIDEWALK OR
HARD SURFACE WHERE APPLICABLE
SET BOTTOM OF CAP AT GRADE
6"
7
IRRIGATION
DETAILS
IR-2.0
FINISH GRADE
2"
3"
10" ROUND VALVE BOX. BRAND "GV"
ON LID OF VALVE BOX. REFER TO
TECHNICAL SPECIFICATIONS.
GATE VALVE W/ CROSS HANDLE AND
SOLID WEDGE DISC.
3 4" CRUSHED GRAVEL SUMP - FILL
BOX TO WITHIN 2" OF TOP OF 6"
PVC ACCESS SLEEVE∅
6" CLASS 160 PVC SLEEVE BOTTOM TO
BE NOTCHED AND CONTACT TOP OF
PRESSURE MAINLINE
PVC PRESSURE MAINLINE
SCH. 40 PVC MALE ADAPTER (2) - SIZE
TO EQUAL GATE VALVE DIAMETER
UNDISTURBED SOIL
GATE VALVE 9
FINISH GRADE
APPLY TEFLON TAPE TO ALL THREADED NIPPLES
3"
2"
10" ROUND VALVE BOX BRAND
"QC" INTO VALVE BOX LID.
REFER TO TECHNICAL
SPECIFICATIONS.
3 4" CRUSHED GRAVEL SUMP -
FILL BOX TO WITHIN 2" OF
BOTTOM OF QCV LID
1" BRASS NIPPLE LENGTH AS REQUIRED
LINE SIZE BRASS COUPLING
12"x12" REBAR STABILIZING STAKE
TYPICAL TWO SIDES PER QUICK
COUPLING VALVE LOCATION
LASCO #G 13S-212 UNITIZED SWING
JOINT W/ BRASS INSERT STABILIZER
ELBOW. PROVIDE WITH 1" MIPT INLET
PRESSURE MAINLINEx1" PVC SERVICE TEE -
SOLVENT WELD OR GASKETED FITTING REFER
TO SPECIFICAIONS
QUICK COUPLING VALVE
QUICK COUPLING VALVE 10
08/13/2019
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTS05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
PROJECT STATUS: 100% CD
KC KJD
ASPEN
AMBULANCE
DISTRICT FACILITY
NO:ISSUED FOR:DATE:
LIFT STUDIO LLC
LANDSCAPE ARCHITECTURE
PO BOX 2748
ASPEN, CO 81612
970 404 5610
LIFTSTUDIOLANDSCAPE.NET
PLANT SIZE EMITTER
FLOW RATE
EMITTER QTY. AT MULCHED
BED LOCATIONS
EMITTER QTY. AT NATIVE
SEED LOCATIONS
1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH ONE EACH
5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH
112" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH
2" CALIPER TREE 1.0 GPH FOUR EACH SIX EACH
212" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH
3" CALIPER TREE 1.0 GPH EIGHT EACH TEN EACH
312" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH
4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH
6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH SIX EACH
8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH
10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH
12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH
NOTES:
·INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS
SHALL BE EQUALLY SPACED AROUND ROOT BALL.
·EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A
MAXIMUM OF 2".
·FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO
EMITTER INSTALLATION.
·IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE
OF ROOT BALL.
·EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS
NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS.
·DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT
REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE.
·CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN
ON PLAN.
·SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED
TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER
SCHEDULE AS FOLLOWS:
··EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALL
BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES.
··EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR
PLANTS WITH NORTH AND EAST EXPOSURES.
··PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES
AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY.
DOWN
4:1(+)-SLOPE
SECTION
10" MIN
4"-6"
PLANTING BACKFILL MATERIAL
POLY DRIP TUBING
PLANT ROOTBALL
EMITTER - STAKE TO EDGE OF
ROOTBALL
EMITTER MICRO-TUBING - 60"
MAXIMUM LENGTH
PLANT MATERIALEMITTER - REFER TO SCHEDULE FOREMITTER QUANTITY. REFER TO
SPECIFICATIONS FOR MANUFACTURER
AND MODEL NUMBER.
MULCH LAYER
EMITTER MICRO-TUBING
POLY DRIP TUBING - RE:
TECHNICAL SPECIFICATIONS
6" 10 GAUGE JUTE STAKE OR
APPROVED EQUAL
PLAN
14DRIP EMITTER
BELOW GRADE
B
A
ROUGH GRADE
C
NOTE:
·ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON PLAN.
·INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE
SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT
STACK SLEEVES VERTICALLY.
·CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A
"V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING.
PAVED SURFACE
CURB AND GUTTER
(IF APPLICABLE)
2" PVC PIPE SLEEVE MARKER -
INSTALL AT BOTH ENDS OF EACH
SLEEVE LOCATION AND EXTEND AT
LEAST 3' ABOVE GRADE. SPRAY
EXPOSED PORTION OF MARKER WITH
GREEN FLUORESCENT PAINT.
SEAL ENDS OF SLEEVE WITH
CLOTH DUCT TAPE (TYPICAL)
PVC SLEEVING (TYPICAL)
IRRIGATION SLEEVING
24" MIN.
12" MIN.
36" MIN.
16
FINISH GRADE
DEFLECT TUBING TO PERMIT
ENTRY THROUGH BOTTOM OF
VALVE BOX.
12" POP-UP SPRAY HEAD WITH
CHECK VALVE, CLOSED NOZZLE, &
SWING PIPE (ZONE OPERATIONAL
INDICATOR)PLANT MATERIAL
3 4" PVC BALL VALVE WITH 3 4" PVC
INSxMIPT ADAPTER AND S.S. CLAMP
3 4" DRIP TUBING - COIL SUFFICIENT
LENGTH IN BOX TO EXTEND HOSE
ADAPTER OUTSIDE OF VALVE BOX.
3 4" WASHED RIVER ROCK SUMP (1
CU. FT.)
INSERT TEE WITH CLAMPS
10" ROUND VALVE BOX WITH COVER
- BRAND "DB" INTO VALVE BOX LID.
REFER TO TECHNICAL
SPECIFICATIONS.
SECTIONPLAN
DISTANCES VARY: CONTRACTOR SHALL
LOCATE FLUSH VALVE BOX TO BE
SCREENED BY PLANT MATERIAL AND
ACCESSIBLE. OPERATIONAL INDICATOR
SHALL BE LOCATED FOR EASY
VISIBILITY DURING OPERATION
PLANT MATERIAL
INDICATOR HEAD
PLANTER BED
WALL OR EDGER
FLUSH VALVE
POLY PIPE FROM
EXHAUST HEADER
OR DRIP LATERAL
DRIP FLUSH VALVE 13WITH OPERATIONAL INDICATOR
4-6" BODIES: 18"
12" BODIES: 24"
CONTROL WIRE BUNDLE OR TWO
WIRE COMMUNICATION CABLE (PER
SPECIFICATIONS)
24"
SPRAY HEAD LATERAL
PIPING OR DRIP LINE
HEADER.
FINISH
GRADE
ROTOR LATERAL
PIPING
BACKFILL MATERIAL (TYP.)
4-6" BODIES: 14"
12" BODIES: 18"
MAINLINE
NOTE: REFER TO TECHNICAL
SPECIFICATIONS FOR MINIMUM
TRENCH WIDTHS.
1724"TYPICAL
TRENCH
LINE SIZE PVC BALL VALVE
3" MIN.DRIP VALVE ASSEMBLY (SEE
SCHEDULE)
STAINLESS STEEL WORM GEAR OR
PINCH CLAMP
VALVE SIZE POLY PIPING -
SWEEP TO SPECIFIED DEPTH
NOTE:
INSTALL ASSEMBLY TO REST ON GRAVEL SUMP.
CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO
VALVE BOX EXTENSIONS WILL BE ACCEPTED.
PROVIDE 3"-4" CLEARANCE BETWEEN TOP OF
CONTROL VALVE SOLENOID AND BOTTOM OF
VALVE BOX LID. TOP OF VALVE BOX TO BE FLUSH
WITH FINISH GRADE. VALVE BOX SHALL NOT REST
ON DRIP TUBING.
PVC MAINLINE
PVC SCH. 40 TEE OR ELL
PVC SCH. 80 NIPPLE
3" MIN. DEPTH 34"
WASHED GRAVEL
VALVE SIZE MIPTxINS. PVC ADAPTER
JUMBO VALVE BOX - BRAND BOX LID W/
CONTROLLER AND STATION NUMBER - REFER
TO TECHNICAL SPECIFICATIONS.
WATERPROOF SPLICE
24" COILED WIRE
PVC SCH. 80 NIPPLE
PVC SCH. 40 ELL
FINISH GRADE
DRIP VALVE 1524V - POLY LATERAL
IRRIGATION
DETAILS
IR-3.0HydroSystems-KDI, Inc.
860 Tabor Street, Suite 200
Lakewood, Colorado 80401
303-980-5327
303-980-5384 (fax)
Irrigation Consulting
R
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
Know what's below.
Call before you dig.
08/13/2019