Loading...
HomeMy Public PortalAboutSigned Stockrest Springs Roundabout Bid Set May 24, 2019TRUCKEE WAY "T" LINE Sta 29+00 TO 30+00 TRUCKEE WAY "T" LINE Sta 30+00 TO 31+79 TRUCKEE WAY "T" LINE Sta 31+79 TO 32+36 ROUNDABOUT SECTION TRUCKEE WAY "T" LINE Sta 33+73 TO 34+62 TRUCKEE WAY "T" LINE Sta 34+62 TO 37+16 (BASE BID) TRUCKEE WAY "T" LINE Sta 41+24 TO 41+50 AND Sta 41+85 TO 43+99 ADDITIVE ALTERNATIVE TRUCKEE WAY "T" LINE Sta 37+95 TO 38+61 ADDITIVE ALTERNATIVE TRUCKEE WAY "T" LINE Sta 34+62 TO 35+50 (ADDITIVE ALTERNATIVE) TRUCKEE WAY "T" LINE Sta 35+50 TO 37+16 (ADDITIVE ALTERNATIVE) This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 4:59 PM K:\PRJ\2498\2498X001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 TYPICAL CROSS SECTIONS H. DAAS D. KEHRER H. DAAS L. VAN PARYS TYPICAL PAVEMENT STRUCTURAL SECTIONS: X-1H: 1" = 10' V: 1" = 5'2 PROPOSED SECTIONS EXISTING SECTIONS JIBBOOM STREET "J" LINE Sta 18+88 TO 19+29 STOCKREST SPRINGS ROAD "S" LINE Sta 50+67 TO 51+33 STOCKREST SPRINGS ROAD "S" LINE Sta 51+33 TO 52+82 CURB DETAILS TYPE E CURB ROTATED TYPE E CURB NO SCALE TYPE A1-6 CURB ROLLED CURB RETAINING CURBTYPE A2-6 CURB (MODIFIED) This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 4:59 PM K:\PRJ\2498\2498X001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51X-2 H. DAAS D. KEHRER H. DAAS L. VAN PARYS H: 1" = 10' V: 1" = 5'3 TYPICAL CROSS SECTIONSL. VAN PARYS TYPICAL PAVEMENT STRUCTURAL SECTIONS: PROPOSED SECTIONS EXISTING SECTIONS CURB TRANSITION NO SCALE This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 4:59 PM K:\PRJ\2498\2498DM001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Misc.Seal Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 DEMOLITION H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS NDM-11" = 50'N4 CCCDThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:00 PM K:\PRJ\2498\2498L001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 LAYOUT H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS NL-11" = 50'N5 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:00 PM K:\PRJ\2498\2498P001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 TRUCKEE WAY PROFILE D. KEHRER D. KEHRER D. KEHRER L. VAN PARYS P-1H: 1" = 50' V: 1" = 10' TRUCKEE WAY PROFILE 6 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:00 PM K:\PRJ\2498\2498P001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 PROFILE D. KEHRER D. KEHRER D. KEHRER L. VAN PARYS P-2H: 1" = 50' V: 1" = 10' STOCKREST SPRINGS ROAD PROFILEJIBBOOM STREET PROFILE 7 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:00 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS C-11" = 10'8 N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:00 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS C-21" = 10'9N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS C-3 10 J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS 1" = 10'N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILSN C-4 11 J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS 1" = 10'N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS NC-5 12 J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS 1" = 10' This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILSN C-6 13 J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS 1" = 10' This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS N C-7 14 J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS 1" = 10' This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS C-8 15 J. LEATHAM H. DAAS D. KEHRER L. VAN PARYS 1" = 10'N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS H. DAAS D. KEHRER D. KEHRER L. VAN PARYSN C-91" = 5'16NNNN This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS H. DAAS D. KEHRER D. KEHRER L. VAN PARYS C-101" = 5'17 N N N NN This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:01 PM K:\PRJ\2498\2498C002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS H. DAAS D. KEHRER D. KEHRER L. VAN PARYS C-111" = 5'18 N N N N NN N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:02 PM K:\PRJ\2498\2498C002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS H. DAAS D. KEHRER D. KEHRER L. VAN PARYS C-121" = 5'19 N N N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:02 PM K:\PRJ\2498\2498C003.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION DETAILS H. DAAS D. KEHRER D. KEHRER L. VAN PARYS C-131" = 5'20 N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:02 PM K:\PRJ\2498\2498G001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Misc.Seal Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 GRADING H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS NG-11" = 50'N21 DThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:03 PM K:\PRJ\2498\2498D001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 DRAINAGE PLAN H. DAAS D. KEHRER H. DAAS L. VAN PARYS ND-11" = 50'N22 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:03 PM K:\PRJ\2498\2498D001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 DRAINAGE PROFILE H. DAAS D. KEHRER H. DAAS L. VAN PARYS DP-1H: 1" = 20' V: 1" = 5'23 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:03 PM K:\PRJ\2498\2498D001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 DRAINAGE PROFILE H. DAAS D. KEHRER H. DAAS L. VAN PARYS DP-2H: 1" = 20' V: 1" = 5'24 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:03 PM K:\PRJ\2498\2498D001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 DRAINAGE DETAILS H. DAAS D. KEHRER H. DAAS L. VAN PARYS DD-1NONE 25 E E DThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:03 PM K:\PRJ\2498\2498U001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 UTILITY PLANS H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS NU-11" = 50'N26 N This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:03 PM K:\PRJ\2498\2498CS001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 CONSTRUCTION AREA SIGNS M. NARWAL D. KEHRER D. KEHRER L. VAN PARYS CS-1NONE 27 A SC1 B SC1 STOPSTOP STOP This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:04 PM K:\PRJ\2498\2498SC002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 STAGE CONSTRUCTION S. PULIGADDA D. KEHRER S. PULIGADDA L. VAN PARYS NSC-11" = 40' STOP A X-X 28 STOPSTOPA SC1 BSC1STOPThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:04 PM K:\PRJ\2498\2498SC002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 STAGE CONSTRUCTION S. PULIGADDA D. KEHRER S. PULIGADDA L. VAN PARYS NSC-21" = 40' STOP A X-X 29 STOPSTOP CSC1STOPA SC1 BSC1STOPThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:04 PM K:\PRJ\2498\2498SC002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 STAGE CONSTRUCTION S. PULIGADDA D. KEHRER S. PULIGADDA L. VAN PARYS NSC-31" = 40' STOP A X-X 30 STOPThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:04 PM K:\PRJ\2498\2498SC002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 STAGE CONSTRUCTION S. PULIGADDA D. KEHRER S. PULIGADDA L. VAN PARYS NSC-41" = 40' STOP 31 STOPSTOPThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:04 PM K:\PRJ\2498\2498SC002.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 STAGE CONSTRUCTION S. PULIGADDA D. KEHRER S. PULIGADDA L. VAN PARYS NSC-51" = 40'32 STOPSTOPThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:23 May 2019 - 11:39 AM K:\PRJ\2498\2498PD001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 PAVEMENT DELINEATION H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS NPD-11" = 40'N33 VA N VANSTOPSTOPThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:04 PM K:\PRJ\2498\2498S001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 SIGN PLANS H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS NS-11" = 50'34 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:04 PM K:\PRJ\2498\2498S001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 SIGN DETAILS H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS S-2AS NOTED 35 CWS cm 12.00 1" 24.87 1"2.013 1" This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873IRRIGATION PLAN L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON N IP-11" = 10'36 A A A A A A A A A A A B B B B BB B B B BB B B B B B This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873PLANTING PLAN N PP-11" = 10'37 L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873IRRIGATION DETAILS ID-1AS SHOWN 38 IRRIGATION TRENCH (NON-VEHICULAR) NOT TO SCALE1 P-ST-02 1 1/2" = 1'-0" BRASS BALL VALVE P-ST-08 2 MANUAL DRAIN VALVE 3" = 1'-0" 6" ROUND VALVE BOX, CARSON OR EQUAL 6" PVC PIPE EXTENSION, LENGTH AS REQUIRED SET 2" ABOVE GRADE 4 COMMON BRICK SUPPORTS GATE VALVE WITH WHEEL HANDLE, SEE SCHEDULE SCH 80 THREADED NIPPLE 90 DEG. ELBOW 3 4" GRAVEL SUMP 12"X12", WRAP IN LANDSCAPE FABRIC MAINLINE P-ST-67 3 1" = 1'-0" RP BACKFLOW W/ENCLOSURE4 P-ST-09 *NOTE* INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. MASTER VALVE AND FLOW SENSOR ASSEMBLY 1 1/2" = 1'-0" RECTANGULAR CONCRETE BOX WITH CONC. LID. SECURE LID WITH 3 8" DIA. STAINLESS STEEL MACHINE BOLT AS COORDINATED WITH BOX MANUFACTURE. TOP OF LID SHALL BE STENCILED WHITE: "RCMV" MASTER VALVE, SEE SCHEDULE SCH. 80 THREADED UNION BALL VALVE COMMON BRICK, EACH CORNER PVC MAINLINE WITH 45 DEGREE-ELBOWS MIN. 4" DEPTH 3 4" WASHED GRAVEL FLOW CONTROLLER, SEE SCHEDULE FINISH GRADE FLOW SENSOR, SEE SCHEDULE WATERPROOF ELECTRICAL CONNECTORS (TYP) 5 P-ST-66 1" = 1'-0" PEDESTAL MOUNT CONTROLLER6 P-ST-11 WIRE SPLICING NOT TO SCALE P-ST-05 7 QUICK COUPLING VALVE NOT TO SCALE8 P-ST-29 L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873IRRIGATION DETAILS ID-2 39 REMOTE CONTROL VALVE WITH UNION NOT TO SCALE PVC MAINLINE SUPPLY LINE 2" ABOVE GRADE IN SHRUB AREA 6" DEPTH 3 4" SIZED WASHED GRAVEL DRAIN ROCK 30-INCH LINEAR LENGTH OF WIRE, COILED 1" SCH 80 UNION VALVE TAG VALVE BALL VALVE VALVE BOX LEVELING BRICK 1 NOTES: 1. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH TOP OF MULCH. 2. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 4. ONCE RWS-M HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. ROOT WATERING SYSTEM NOT TO SCALE 1 RAINBIRD RWS-M-B-C-P-1402 (INCLUDES RETAINER, 18” (45.7 cm) TUBE, 0.5 GPM (1.9 L/M) BUBBLER & INTEGRATED CHECK VALVE, 4” (10.2 cm) GRATE, 1/2” (1.3 cm) M NPT INLET SPIRAL BARB ELBOW) 2 BUBBLER: RAIN BIRD 1402 0.5 GPM (1.9 L/M) (INCLUDED) 3 FINISH GRADE/TOP OF MULCH 4 4" (10.2 cm) LOCKING GRATE (PURPLE IN COLOR) 5 1/2" (1.3 cm) SWING ASSEMBLY: RAIN BIRD SA-125050 OR 1/2" (1.3 cm) SWING PIPE: RAIN BIRD SP SERIES WITH 1/2" (1.3 cm) MALE NPT x 0.490" BARB ELBOW: RAIN BIRD SBE-050 PVC OR POLYETHYLENE LATERAL PIPE 67 4" (10.2 cm) WIDE x 18" (45.7 cm) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 8 OPTIONAL SOCK FOR SANDY SOILS 1 2 3 4 5 6 7 8 2 P-ST-22 1 1/2" = 1'-0" 1" DRIP VALVE W/ 40 PSI P.R. BASKET FILTER FINISH GRADE VALVE BOX WITH COVER 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: 1-INCH BALL VALVE ID TAG 1" REMOTE CONTROL VALVE PRESSURE REGULATING QUICK CHECK BASKET FILTER UNION CONNECTOR LATERAL PIPE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE, CLOSE 3 P-ST-41 PIPE TRANSITION POINT NOT TO SCALE FINISH GRADE DRIPLINE OR BLANK POLY. TUBING BARBxBARB TEE FITTING BLANK POLY. TUBING, LENGTH AS REQUIRED 3/4" MPTxBARB 3/4" FPT TEE LATERAL PIPE 6" DRIP BOX, SET 2" ABOVE GRADE 4 P-ST-14 SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 1/3 OF THE SLOPE 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. CENTER FEED EXAMPLE EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM LATERAL FLOW PER 100 FT (GPM) END FEED EXAMPLE FLUSH VALVE OR CAP AT LOW END, AS NOTED. TYPICAL DRIP LINE WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. EMITTER FLOW RATE EMITTER LATERAL SPACING SPACING 0.6 0.9 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41 GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 15 173 126 240 176 300 222 20 230 169 320 235 402 295 30 299 218 417 308 523 390 40 342 263 483 362 611 452 50 387 287 543 543 685 685 MAXIMUM LATERAL LENGTH (FEET) TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE W/ FILTER TYPICAL OFFSET 2" FROM HARDSCAPE, 4"MIN. FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED PVC MANIFOLD LINE. LANDSCAPE DRIPLINE TUBING. LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. * AIR RELIEF VALVE: NOT REQUIRED WHEN USING DRIPLINE WITH BUILT-IN CHECK VALVE TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS N.T.S. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. PVC SCH 40 TEE OR ELL. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. POLYETHYLENE OR PVC HEADER MANIFOLD, SIZE AS PER "MAXIMUM FLOW PER ZONE" CHART.MAXIMUM LENGTH OF SINGLELATERAL, SEE CHART.MAXIMUM LENGTH OF SINGLELATERAL, SEE CHART.1/3 ON A SEPARATE VALVE 5 P-ST-25 BELOW SURFACE IN-LINE DRIP IRRIGATION 1" = 1"6 AS SHOWN L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873IRRIGATION DETAILS ID-3 40 TYPICAL LAYOUT FOR INDIVIDUAL POLYTUBE EMITTERS 1 1/2" = 1'-0" 1 2 3 4 5 6 7 8 IRRIGATION PVC MAIN LINE1 IRRGIATION VALVE. SEE IRRIGATION SCHEDULE 2 PVC LATERAL3 PVC LATERAL TO 1/2" POLY PIPE TRANSITION POINT 4 BLANK .600" INSIDE DIA. POLY TUBING, INSTALL 4" BELOW GRADE. 5 6 POLY RISER TO THREADED EMITTER. SEE IRRIGATION SCHEDULE 7 ROOT BALL 8 PLANT CANOPY 9 NOTES LOCATE FLEX TUBING TOO MINIMIZE RUNS BETWEEN PLANTS. INSTALL BELOW MULCH LAYOUT AND PLANT SIZE PER PLANS AND SCHEDULE SCHEMATIC PLAN VIEW FV FLUSH VALVE AT LOW END OF LINE FLUSH VALVE 9 1 P-ST-92 THREADED EMITTER ON FLEX RISER NOT TO SCALE 1 1 2 2 3 3 4 4 5 5 6 6 7 8 1/2" THREADED HUNTER EMITTER. SEE IRRIGATION SCHEDULE 1 12" LONG FLEXIBLE RISER ASSEMBLY. 2 1/2" FEMALE THREADED PVC COUPLER 3 17MM BARBED AND 1/2" MALE THREADED TEE CONNECTOR 4 BLANK FLEX POLY TUBING TO FIT 17MM BARBED CONNECTORS 5 ROOTBALL6 MULCH7 FINISH GRADE8 PLAN VIEW NOTES SECTION VIEW 2 2" END LINE FLUSH DETAIL - DRIP 1" = 1" FINISH GRADE 6" DRIP BOX 4" EXHAUST HEADER OR POLY. TUBING RAIN BIRD (MDCFCAP) MANUAL FLUSH END CAP BRICK SUPPORTS (THREE) 3 4" GRAVEL SUMP, 12"X12" P-ST-10 3 LANDSCAPE DOCUMENTATION PACKAGE PROJECT INFORMATION: 1.PROJECT LOCATION IS AS SHOWN ON TITLE SHEET 2.TOTAL IRRIGATED LANDSCAPE AREA: 1,977 SF 3.PROJECT TYPE: PUBLIC CITY ROUNDABOUT 4.WATER PURVEYOR: TRUCKEE DONNER PUBLIC UTILITY DISTRICT 5.WATER SUPPLY TYPE: POTABLE WATER 6.DOCUMENTS IN THIS PACKAGE INCLUDE: - IRRIGATION PLANS / DETAILS - PLANTING PLANS / DETAILS - MAWA WATER BUDGET CALCULATIONS - ETWU WATER BUDGET CALCULATIONS 7.SOIL MANAGEMENT REPORT: NOT PREPARED - ALL PLANTING SOIL SHALL BE IMPORTED TOPSOIL FOR BACKFILL IN OVER-EXCAVATED PLANTER AREAS. SOIL SHALL CONFORM TO PLAN NOTES, DETAILS, AND CALTRANS STANDARD FOR IMPORTED TOPSOIL. 8.SEE CONTOUR GRADING SHEETS FOR GRADING INFORMATION DESIGNER'S STATEMENT I HAVE COMPLIED WITH THE CRITERIA OF THE STATE OF CALIFORNIA ASSOCIATED WITH THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. STATEMENT PREPARED BY: __________________________________ LUCAS R. PIPER, CA LLA 5873 LANDSCAPE ARCHITECT GHD, INC. 916-782-8688 lucas.piper@ghd.com TOWN OF TRUCKEE WATER EFFICIENT LANDSCAPE STANDARD NOTES: PRIOR TO BUILDING PERMIT ISSUANCE: (COMPLIANCE PER THESE PLANS) A.SUBMIT A LANDSCAPE PLAN IDENTIFYING HYDROZONES AND LOCATIONS AND TYPES OF ALL PLANTINGS, TURF/LAWN, WATER FEATURES, ETC. B.SUBMIT AN IRRIGATION DESIGN PLAN SHOWING COMPONENTS OF IRRIGATION SYSTEM INCLUDING LOCATION, TYPES, SIZE, INCLUDING AUTOMATIC CONTROLLERS, VALVES, SPRINKLER HEADS, ETC. C.SUBMIT A COMPLETED WORKSHEET A (PER THIS SHEET) – WATER EFFICIENT LANDSCAPE WORKSHEET. IN ORDER TO AREA FOR THE PLANTS, DRAW A PERIMETER AROUND THE HYDROZONES. C.A.REFERENCE WATER USE CLASSIFICATION OF LANDSCAPE SPECIES PLANT DATABASE WEBSITE (https://ucanr.edu/sites/WUCOLS) TO DETERMINE WATER USE (TRUCKEE IS LISTED UNDER THE "CENTRAL VALLEY" DROP-DOWN LIST. PRIOR TO BUILDING PERMIT FINAL: (CONTRACTOR TO COORDINATE / PROVIDE) A.SUBMIT A COMPLETED WORKSHEET B (SEE FORM, THIS SHEET) – CERTIFICATE OF COMPLIANCE PRIOR TO BUILDING PERMIT FINAL. B.SUBMIT AN IRRIGATION SCHEDULE INCLUDING PLANT ESTABLISHMENT SCHEDULES, IRRIGATION RUN TIMES, INTERVALS, FREQUENCY, ETC. C.SUBMIT A MAINTENANCE SCHEDULE INCLUDING ROUTINE INSPECTIONS, WINTERIZATION MEASURES, REPLENISHING MULCH, FERTILIZING, PRUNING, AND WEEDING. WORKSHEET A - WATER EFFICIENT LANDSCAPE WORKSHEET AS SHOWN L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Tree Root Watering System 4 Rain Bird RWS-M-B-SOCK: Mini Root Watering System with 4.0" diameter x 18.0" long with locking grate, semi-rigid mesh tube and 1402 0.5 gpm bubbler. With Sand Sock for sandy soil. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Drip Zone Valve Kit 2 Rain Bird XCZ-100-PRB-COM - Wide Flow Drip Control Kit for Commercial Applications. 1" Ball Valve with 1" PESB Valve and 1" Pressure Regulating 40psi Quick-Check Basket Filter. 0.3gpm to 20gpm. Pipe Transition Point in Drip Box 3 Pipe transition point from PVC lateral to drip tubing with riser in 6" (150mm) drip box. Drip Flush Valve 4 Rain Bird MDCFCAP flush valve cap in compression fitting coupler in round valve box. Area to Receive Drip Emitters Individual Drip Area - Medium Water Use Zone 804.4 s.f. Rain Bird XT025 w/ Xeri-Bug: 1/2" FPT x Barb Grey Transfer Fitting with 1 Red 2.0gph Xeri-Bug Emitter. Emitter Notes: 20PC emitters (1 assigned to each 5 gal plant)67 Area to Receive Dripline Inline Drip Area - Low Water Use Zone 730.1 l.f. Rain Bird XFS-06-18: XFS Sub-Surface Pressure Compensating Dripline w/Copper Shield Technology. 0.6 GPH emitters at 18" O.C. Laterals spaced at 18" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Tree Root Watering System Valve 1 1" Rain Bird PEB-PRS-D Plastic Industrial Valve. Globe Configuration with Pressure Regulator Dial Module - Set Pressure Regulation to 30 PSI. Quick Coupler Valve 1 Toro 100-SLVC: One-Piece, 1" Single Lug Quick Coupler Valve with Vinyl Cover. Ball Valve 3 1.5" Watts FBV-4 Brass Ball Valve or Approved Equal. Drain Valve 2 Nibco T-113, Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter. Install mainline sized tee with female thread to shut off valve offline. Provide rubber seat and Sch. 80, 90 deg. street elbow with female threads on shut off valve outlet. See detail. Master Valve 1"1 1" Rain Bird PESB Durable Chlorine-Resistant Valve, normally open. With Scrubber Mechanism Technology, and Flow Control Handle. Backflow Preventer 3/4"1 Zurn 975XL: 3/4" Reduced Pressure Backflow Device with WattsRock Insulated Enclousure, Model # WPLR-1-BR. Irrigation Controller 1 Rain Bird 12 Station Commercial Controller. Stainless Steel Pedestal. Flow Sensing. ESP12LXMEF-LXMMSS-LXMMSSPED. Communication Module will be either the Rainbird IQ-NCC-RS-RS232 Radio as shown or the IQ3G-USA Cellular (to be determined in the field). Contact Noe Cruz at 916-765-0939. Controller Communication Module 1 IQ NCC RS-232 Cartridge upgrades ESP-LX Series controllers to IQ satellite controllers. Includes RS-232 Port for IQ Direct Cable or External Model Communication Connection to IQ Central Computer. Includes External Modem Cable. Verify in Field, See Controller Note for Contact Information. Weather Sensor 1 Rain Bird WR2-RFC: Wireless Rain and Freeze Sensor Combo, includes 1 receiver and 1 rain/freeze sensor transmitter. Install on Closest Light Pole per Manufacturers Recommendations. Flow Sensor 1 Rain Bird FS-100-B: 1" Flow Sensor, Brass Model. Suggested Operating Range of 2.0 GPM to 40.0 GPM. Connect to Controller using 16AWG Shielded Underground Communication Cable (one pair with drain wire). Water Meter 3/4"1 TDUD Meter Service - Standard Drawing W-11.7 Irrigation Lateral Line: PVC Schedule 40 C cm WS TDUD Meter Service - Standard Drawing W-11.7 Irrigation Lateral Line: PVC Schedule 40 97.8 l.f. Size Accordingly - 18" Below Grade Irrigation Mainline: PVC Schedule 40 58.7 l.f. 1.5" Mainline - 24" Below Grade NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 Tree Root Watering System Valve 1"Bubbler 2.00 29.8 41.50 54.88 1.70 in/h 2 Drip Zone Valve Kit 1"Area for Dripline 4.87 32.4 44.52 58.81 0.43 in/h 3 Drip Zone Valve Kit 1"Area for Drip Emitters 2.01 34.9 41.77 55.15 0.45 in/h Common Wire 58.7 VALVE SCHEDULE CRITICAL ANALYSIS Generated:2019-05-13 15:54 P.O.C. NUMBER: 01 Water Source Information:TDUD Meter Service - Standard Drawing W-11.7 FLOW AVAILABLE Water Meter Size:3/4" Flow Available:22.50 gpm PRESSURE AVAILABLE Static Pressure at POC:95.00 psi Elevation Change:5.00 ft Service Line Size:1 1/2" Length of Service Line:20.00 ft Pressure Available:92.00 psi DESIGN ANALYSIS Maximum Station Flow:4.87 gpm Flow Available at POC:22.50 gpm Residual Flow Available:17.63 gpm Critical Station:2 Design Pressure:40.00 psi Friction Loss:0.59 psi Fittings Loss:0.06 psi Elevation Loss:0.00 psi Loss through Valve:3.87 psi Pressure Req. at Critical Station:44.52 psi Loss for Fittings:0.00 psi Loss for Main Line:0.02 psi Loss for POC to Valve Elevation:0.00 psi Loss for Backflow:10.80 psi Loss for Master Valve:2.86 psi Loss for Water Meter:0.61 psi Critical Station Pressure at POC:58.81 psi Pressure Available:92.00 psi Residual Pressure Available:33.19 psi This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873IRRIGATION NOTES ID-4 1.PRIOR TO START OF CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS, A PRE-CONSTRUCTION MEETING MUST BE CONDUCTED BETWEEN TDPUD REPRESENTATIVE AND CONTRACTOR'S ONSITE SUPERVISOR. 2.CONTRACTOR IS RESPONSIBLE TO NOTIFY TDPUD PERSONNEL A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION AND/OR WORK INVOLVING DISTRICT STAFF. CALL 530-582-3908. 3.ALL CONSTRUCTION AND MATERIALS PER TDPUD WATER SYSTEM CONSTRUCTION STANDARDS (CURRENT REVISION). 4.TDPUD MUST REVIEW ALL MATERIALS USED ON THE PROJECT. A MINIMUM OF SEVEN (7) WORKING DAYS IS NEEDED TO RESPOND TO MATERIAL SUBMITTALS. 5.SUBSTITUTIONS OF SPECIFIED MATERIALS MUST BE APPROVED BY TDPUD PRIOR TO INSTALLATION. 6.A MINIMUM VERTICAL SEPARATION OF 12" (1') MUST BE MAINTAINED BETWEEN WATER PIPELINES AND ALL OTHER FACILITIES, EXISTING AND PROPOSED. 7.TDPUD APPROVAL MUST BE OBTAINED PRIOR TO BACKFILLING OF WATER SYSTEM IMPROVEMENTS. TDPUD, AT ITS SOLE DISCRETION, MAY REQUIRE ANY WORK NOT APPROVED FOR BACKFILLING TO BE EXPOSED FOR INSPECTION. 8.ALL THRUST BLOCKS AND RESTRAINED JOINTS MUST BE VISUALLY INSPECTED BY TDPUD PRIOR TO BACKFILLING. 9.ALL HOT TAPS MUST BE PERFORMED BY TDPUD. 10.COMPACTION TESTS MUST BE PERFORMED BY AN APPROPRIATELY LICENSED PROFESSIONAL. COMPACTION TEST RESULTS MUST BE SUBMITTED TO TDPUD. TDPUD STANDARD NOTES (FROM SERVICE TO BACKFLOW PREVENTION): 41 1.SEE SPECIFICATIONS FOR SUBMITTAL, QUALITY ASSURANCE, MATERIALS, AND CONSTRUCTION REQUIREMENTS NOT COVERED IN THESE PLANS AND NOTES. 2.INSTALLING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND AREAS PRIOR TO START OF JOB. INTENT IS FOR FULL COVERAGE OF PLANTING. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO TRENCHING. 3.PLAN IS DIAGRAMMATIC AND NOT INTENDED TO SHOW EXACT LOCATIONS OF PIPING AND VALVES. 4.ALL MATERIALS SHALL BE NEW AND IN GOOD CONDITION. NO DEVIATIONS FROM THE SPECIFICATIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF LANDSCAPE ARCHITECT OR OWNER. 5.MAINLINE SHALL BE SCH40 PVC MINIMUM DEPTH OF 24" BELOW FINISH GRADE. LATERAL LINES SHALL BE SCH 40 PVC AT A MINIMUM DEPTH OF 18" BELOW FINISH GRADE. USE ONLY THE SOLVENT SUPPLIED AND RECOMMENDED BY THE PIPE MANUFACTURER TO MAKE PLASTIC PIPE JOINTS. ALLOW 15 MINUTES SETUP CURING TIME BEFORE MOVING OR HANDLING, AND 24 HOURS CURING TIME BEFORE WATER IS PLACED IN PVC PIPE. APPLY WEIGHT ON LOAD PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND WHIPPING UNDER PRESSURE. 6.WHERE SOIL CONDITIONS ARE ROCKY, PLACE A 4" LAYER OF FINE MATERIAL ON BOTTOM OF TRENCH PRIOR TO INSTALLATION OF PIPE. 7.SECURELY MOUNT CONTROLLER AS DIRECTED BY MANUFACTURER. COMPLETE ALL ELECTRICAL CONNECTIONS TO CONTROLLER. ALL CONTROL WIRE SHALL BE #14 U.L. DIRECT BURIAL. TAPE AND BUNDLE EVERY 20' MAXIMUM. PLACE AT A MINIMUM DEPTH OF 18" INSTALLING IN COMMON TRENCHES WITH MAINLINE WHENEVER POSSIBLE. WHERE WIRE CROSSES PAVING, ENCASE WIRE IN A SCH 40 PVC SLEEVE. FOR EXTRA STATIONS ON CONTROLLER, RUN ONE WIRE FROM EACH REMAINING STATION TO THE LAST VALVE ON THE MAINLINE, LABEL AND LEAVE IN LAST VALVE BOX FOR FUTURE ACCESS. 8.SEE "METHOD A" SPECIFICATIONS FOR PRESSURE TESTING PROCEDURES. 9.CONTRACTOR SHALL SET INITIAL PROGRAM FOR THE CONTROLLER AND SHALL PROVIDE OWNER WITH THE INSTRUCTIONS MANUAL AND DEMONSTRATE ITS OPERATION TO THE OWNER. 10.ALLOW FOR SYSTEM WINTERIZATION BY INSTALLING "KING DRAINS" AUTOMATIC DRAIN VALVES AT ALL LOW POINTS ALONG LATERAL LINES. INSTALL MANUAL DRAIN VALVE DOWN STREAM OF VALVE MANIFOLD. BACKFLOW PREVENTER SHALL BE INSTALLED WITH UNION JOINTS AND REMOVED IN THE FALL FOR STORAGE IN A WARM, DRY LOCATION. 11.LANDSCAPE CONTRACTOR SHALL TEST AND VERIFY STATIC PRESSURE AND FLOW AT POC PRIOR TO STARTING JOB AND NOTIFY LANDSCAPE ARCHITECT IF WATER PRESSURE AND FLOWS DON'T MEET MINIMUM REQUIREMENTS. N/A L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873LANDSCAPE & PLANT DETAILS LD-1 42 TREE PLANTING 1/2" = 1'-0" SECTION VIEW TWO (2) 2" X 8' LODGEPOLE PINE STAKES. INSTALL APPROXIMATELY 2" AWAY FROM THE EDGE OF THE ROOT BALL. STAKE LOCATION SHALL NOT INTERFERE WITH PERMANENT BRANCHES. PLAN VIEW RUBBER TREE TIES. LODGE POLE STAKES. REMOVE NURSERY STAKE. IF CENTRAL LEADER NEEDS TO BE STRAIGHTENED OR HELD ERECT, IT IS ACCEPTABLE TO ATTACH A 12" X 8' BAMBOO POLE TO THE CENTRAL LEADER AND TRUNK. 32" LONG NON - ABRASIVE RUBBER TIES. PREVAILING WIND. FERTILIZE WITH SLOW-RELEASE ORGANIC FERTILIZER PER SPECIFICATION IMPORTED AMENDED TOPSOIL. SEE NOTES AND SOIL IMPORT DETAIL NATIVE SOIL KEEP WOOD MULCH 4" AWAY FROM TRUNK PLANT INTO IMPORTED AMENDED TOPSOIL BACKFILL. PLANT PIT SHALL BE 2X ROOT BALL WIDTH. ENSURE THAT BACKFILL IS FREE OF ROCKS, CLODS, AND DEBRIS GREATER THAN 12" DIA. IMMEDIATELY WATER THOROUGHLY TO SETTLE BACKFILL ONCE INSTALLED TOP OF ROOT BALL 1" ABOVE FINISH GRADE NOTE: WINTERIZE YOUNGER DECIDUOUS TREES ONCE LEAVES HAVE DROPPED BY GENTLY PULLING BRANCHES UPWARD AND WRAPPING CANDY CANE STYLE UP AND DOWN WITH 1" NURSERY TAPE. SECURE AT STAKE OR ON TRUCK BELOW LOWEST BRANCH. SAME TECHNIQUE MAY BE USED FOR LARGER SHRUBS WHERE SNOW LOAD IS A CONCERN. WRAP TREE YEARLY UNTIL BRANCHES ARE STRONG ENOUGH TO WITHSTAND SNOW LOADS. P-ST-27 1 SHRUB PLANTING 3/4" = 1'-0" IMPORTED AMENDED TOPSOIL. SEE NOTES AND SOIL IMPORT DETAIL ROOT BALL 4" HIGH X 8" WIDE ROUND - TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 3" LAYER OF WOOD MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. NATIVE SOIL SECTION VIEW FINISH GRADE FERTILIZE WITH SLOW-RELEASE ORGANIC FERTILIZER PER SPECIFICATION P-ST-19 2 GROUNDCOVER 3/4" = 1'-0" NOTES: 1- SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE, AND SPACING DIMENSION. 2- SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. PLAN SECTION VIEW PAVEMENT, SIDEWALK, OR CURB. MULCH. GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED. EXISTING SOIL. IMPORTED AMENDED TOPSOIL, 2' DEPTH. (SEE NOTES AND DETAIL FOR SOIL IMPORT). 3" THICK LAYER OF MULCH. FINISHED GRADE. P-ST-18 3 IMPORTED AMENDED TOPSOIL PLACEMENT 1/2" = 1'-0" NOTES: 1- MEANS AND METHODS OF SOIL COMPACTION SHALL BE DETERMINED AT TIME OF SOIL MOCK UP. 2- SOIL COMPACTION AFTER INSTALLATION SHALL BE TO 80% RELATIVE COMPACTION. 4- SEE PLANTING SOIL SPECIFICATION FOR ADDITIONAL REQUIREMENTS. FINISH GRADE AFTER INSTALLATION BUT BEFORE SETTLEMENT. PROPOSED FINISHED GRADE AFTER SETTLEMENT. LOOSEN SUBGRADE BY DRAGGING TEETH OF BUCKET. EXISTING SOIL. CONFIRM SUBGRADE DRAINS ONE - HALF INCH PER HOUR OR GREATER. PAVEMENT. SECTION VIEW IMPORTED AMENDED TOPSOIL. SEE TOPSOIL NOTES. 4 P-ST-16 BOULDER PLACEMENT NTS 5 ROCK MULCH PLACEMENT 1" = 1" 6 ALUMINUM LANDSCAPE EDGING 3" = 1'-0" 7 P-ST-20 AS SHOWN L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON TREES QTY BOTANICAL NAME COMMON NAME CONT 2 Acer ginnala `Flame`Amur Flame Maple 24" Box 2 Picea pungens Blue Spruce 24" Box SHRUBS QTY BOTANICAL NAME COMMON NAME CONT 3 Cornus alba `Elegantissima`Variegated Red Twig Dogwood 5 gal 14 Potentilla fruticosa `Abbotswood`Abbotswood Potentilla 5 gal 27 Spiraea japonica `Goldflame`Gold Flame Spirea 5 gal 23 Spiraea japonica `Little Princess`Little Princess Spirea 5 gal GROUND COVER QTY BOTANICAL NAME COMMON NAME CONT 10 Ceanothus prostratus Squaw Carpet 5 gal HERBACEOUS QTY BOTANICAL NAME COMMON NAME CONT 31 Echinacea purpurea `White Swan`White Swan Coneflower 5 gal 25 Eriogonum umbellatum Sulfurflower Buckwheat 1 gal 35 Hemerocallis x America`s Most WantedEvergreen Day Lily America`s Most Wanted1 gal 37 Hemerocallis x Art of Seduction Evergreen Daylily Art of Seduction 1 gal 18 Penstemon strictus Rocky Mountain Penstemon 5 gal PLANT SCHEDULE GROUND COVERS CODE QTY AP 28 NP 32 BOTANICAL NAME COMMON NAME CONT SPACING Achillea millefolium `Paprika`Paprika Yarrow 1 GAL 24" o.c. Nepeta x `Purple Haze`Purple Haze Catmint 1 GAL 24" o.c. SYMBOL DESCRIPTION QTY Wood Mulch 18.75 cy Rock Mulch 20.63 cy Gravel Mulch 0.48 cy MULCH SCHEDULE SYMBOL DESCRIPTION QTY 3' X 2' X 1.5' (LxWxD) 12 BOULDER 3' X 3' X 2' (LxWxD) 16 BOULDER BOULDER SCHEDULE A B * BOULDERS SHALL BE INSTALLED TO A HEIGHT NO GREATER THAN 18". This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:05 PM K:\PRJ\2498\2498LSP001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873PLANTING NOTES LD-2 1.SEE SPECIFICATIONS FOR SUBMITTAL, QUALITY ASSURANCE (INCLUDING WINTERIZATION OF INSTALLED PLANTS), MATERIALS, AND CONSTRUCTION REQUIREMENTS NOT COVERED IN THESE PLANS AND NOTES. 2.CONSTRUCTION OF PROJECT SHALL BE EXECUTED BY A LICENSED LANDSCAPE CONTRACTOR. 3.ALL CONSTRUCTION SHALL BE EXECUTED ACCORDING TO DETAILS AND SPECIFICATIONS. LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE DEVIATION FROM SUCH IN WRITING. CONTRACTOR IS INVITED TO OFFER SUBSTITUTIONS AND/OR CHANGES FOR CONSIDERATION BY LANDSCAPE ARCHITECT OR OWNER. 4.SUBSTITUTIONS SHALL BE APPROVED BY OWNER. WHERE NECESSARY, SUBMITTALS OF MATERIALS PROPOSED AS SUBSTITUTES SHALL BE PROVIDED TO LANDSCAPE ARCHITECT OR OWNER AS REQUESTED BY SUCH. APPROVAL OF SUBSTITUTIONS SHALL BE IN WRITING. 5.IN THE EVENT OF SIGNIFICANT DEVIATION FROM LANDSCAPE DOCUMENTS, CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS TO OWNER AT COMPLETION OF PROJECT INSTALLATION. 6.EXISTING SITE FEATURES NOT SUBJECT TO LANDSCAPE IMPROVEMENTS, I.E. DRIVEWAYS, STRUCTURES, ETC., SHALL BE LEFT/RETURNED TO ORIGINAL OR BETTER CONDITION THAN THAT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF UNDERGROUND UTILITIES AND DRAINAGE FACILITIES AND NOTIFY UTILITY COMPANIES OF PROPOSED WORK IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. ANY NECESSARY ADJUSTMENT TO PLANS SHALL BE APPROVED IN WRITING BY LANDSCAPE ARCHITECT OR OWNER. IN THE EVENT OF INADVERTENT DAMAGE, RESTORATION/REPAIR OF UTILITIES SHALL BE PERFORMED AT CONTRACTOR'S EXPENSE AND UTILITY COMPANY SHALL BE NOTIFIED OF DAMAGE. SEE CIVIL DRAWINGS FOR PROPOSED LOCATIONS. 8.UPON COMPLETION OF ALL PROJECT PHASES, INSTALLING CONTRACTOR SHALL NOTIFY OWNER FOR INSPECTION AND FINAL APPROVAL. 9.LOCATIONS OF EXISTING SITE FEATURES ARE BASED ON ARCHITECT'S/ ENGINEER'S SITE PLAN. LANDSCAPE CONTRACTOR AND/OR OWNER TO VERIFY AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES WHICH AFFECT DESIGN OUTCOME. 10.CONTRACTOR SHALL LEAVE SITE IN EXCELLENT CONDITION FREE OF EXTRANEOUS ROCK AND CONSTRUCTION DEBRIS AS WELL AS WEEDS AND SLASH. 11.CONTRACTOR TO VERIFY PROPERTY LINES, CORNER MARKERS AND ANY OTHER LEGAL DESCRIPTIONS NECESSARY TO COMPLETE PROJECT. 12.CONTRACTOR TO MAINTAIN SITE SURFACE AND SUBSURFACE DRAINAGE AS SHOWN ON CIVIL DRAWINGS. GENERAL LANDSCAPE NOTES 43 1.IMPORTED TOPSOIL: AT MINIMUM, A 24-INCH DEEP LAYER OF IMPORTED TOPSOIL SHALL BE PLACED IN 12" LIFTS (COMPACTED) IN THE CENTRAL ISLAND PLANTING LOCATION THAT MEETS THE REQUIREMENTS LISTED IN THE SPECIFICATIONS. 2.SOILS TEST: PRIOR TO ACCEPTANCE OF FINISH GRADE CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL OBTAIN A SOILS TEST (SOIL MANAGEMENT REPORT) FOR THE IMPORTED SOIL. IF NO DOCUMENTATION IS AVAILABLE, THE CONTRACTOR SHALL OBTAIN SAMPLES FROM AT LEAST FOUR DIFFERENT LOCATIONS WITHIN THE PROJECT AREA AFTER SITE DEVELOPMENT GRADING IS COMPLETE. SOIL TESTS SHALL PROVIDE ANALYSIS REPORTS ON TEXTURE, PHYSICAL, AND CHEMICAL PROPERTIES INCLUDING CHARACTERISTICS REGARDING COMPOSITION, NUTRIENTS/FERTILITY, AND MOISTURE HOLDING CAPACITY. SOIL TEST RESULTS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT AND TOWN FOR THEIR RECORDS. SOIL AMENDMENTS MAY BE RECOMMENDED BY THE SOILS REPORT TO CORRECT SOIL DEFICIENCIES. 3.FINISH GRADE: FINISH GRADE ALL PLANTER AREAS TO ESTABLISH A SMOOTH, EVEN FINISH VOID OF ALL ROCKS OR DEBRIS LARGER THAN 1-INCH IN DIAMETER (BY CIVIL). PLANTER SOIL SHALL BE 3-INCHES BELOW THE CURB / SIDEWALK HEIGHT TO ALLOW FOR PLACEMENT OF A 3-INCH LAYER OF WOOD CHIP MULCH. THE LANDSCAPE CONTRACTOR SHALL VERIFY FINISH GRADE CONDITIONS AND IMPORTED TOPSOIL CONSTITUENT REQUIREMENTS LISTED ABOVE PRIOR TO START OF WORK. 4.WOOD MULCH: WOOD MULCH SHALL BE WOOD CHIP MULCH AND CONFORM TO THE SPECIFICATION REQUIREMENTS. WOOD MULCH SHALL BE SPREAD EVENLY AT A DEPTH OF 3 INCHES ACROSS ALL PLANTING AREAS THAT ARE NOT SUBJECT TO GRAVEL OR COBBLE ROCK MULCH PLACEMENT. SUBMIT SAMPLE FOR APPROVAL BY THE TOWN AND/OR PROJECT LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON SITE. 5.GRAVEL MULCH: ALL GRAVEL SHALL BE SONOMA GOLD IN COLOR OR SIMILAR. GRAVEL MULCH SHALL BE SPREAD EVENLY TO A DEPTH OF 2" ACROSS ALL AREAS SHOWN ON THE DRAWINGS. ALUMINUM EDGING SHALL BE USED TO SEPARATE ALL BOUNDARIES OF GRAVEL AND WOOD MULCH AT APPROXIMATE LOCATIONS SHOWN ON THE PLANS. 6.ROCK MULCH: ROCK MULCH SHALL BE SMOOTH, UNIFORM GREY COBBLE FREE FROM CHIPS, CRACKS, AND OTHER BLIMISHES. ALUMINUM EDGING SHALL BE USED TO SEPARATE ALL BOUNDARIES OF DIFFERENT TYPE CRUSHED ROCK, WOOD MULCH, OR ROCK COBBLE AT APPROXIMATE LOCATIONS SHOWN ON THE PLANS. 7.BOULDERS: PLACE / INSTALL BOULDERS IN THE LOCATIONS INDICATED ON THE PLANS AND PER THE DETAILS SHEET LD-1. BOULDERS SHALL BE TAHOE WHITE GRANITE OR APPROVED EQUAL. SOIL AND MULCH NOTES: PLANTING NOTES: 1.INSTALL PLANTS PER THESE NOTES, DETAILS, AND SPECIFICATIONS. 2.PLANTS SHALL BE THE VARIETY AND SIZE SPECIFIED ON THE PLAN AND BE HEALTHY, SHAPELY, AND WELL ROOTED AND CONFORM TO AMERICAN NURSERYMAN'S STANDARDS. TREES SHALL BE ABLE TO STAND STRAIGHT ON THEIR OWN WITHOUT SUPPORT. ANY CHANGES TO PLAN TO BE APPROVED BY LANDSCAPE ARCHITECT AND/OR THE TOWN PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT AND/OR TOWN RESERVES THE RIGHT F REFUSAL SHOULD PLANT MATERIAL SIZE AND QUALITY BE DEEMED UNSATISFACTORY, INSPECTION BY TOWN/LANDSCAPE ARCHITECT IS MANDATORY PRIOR TO ACCEPTANCE OF ALL PLANT MATERIALS. MATERIAL SHALL BE COMPLETELY FREE OF TRUNK, BRANCH, AND BARK WOUNDS. STRUCTURE OF PLANT MATERIAL SHALL BE APPROPRIATE TO NATURAL HABITAT. 3.INSTALLING CONTRACTOR SHALL VERIFY PLANT QUANTITIES AND AREAS TO BE LANDSCAPED AND NOTIFY OWNER AND/OR LANDSCAPE ARCHITECT OF DISCREPANCIES. 4.GRADING OF ENTIRE CONTRACT AREA SHALL BE SMOOTH AND EVEN AND SLOPE TO DRAIN. FINISH GRADES SHALL BE 3” MINIMUM BELOW ALL PAVED SURFACES TO ALLOW FOR MULCH PLACEMENT. SLOPES, MOUNDS, AND SWALES SHALL HAVE NO ABRUPT CHANCE IN GRADIENT TO ASSURE A NATURAL AND PLEASING APPEARANCE. 5.THE PLANTING HOLE SHALL BE DUG TWICE THE WIDTH AND TO THE SAME DEPTH OF THE CONTAINER OR ROOTBALL. 6.PRIOR TO PLANTING, PLACE IMPORTED AMENDED TOPSOIL TO A DEPTH OF 24" IN ALL PLANTING AREAS PER SOIL AND MULCH NOTES AND DETAILS. 7.FERTILIZER SHALL BE SLOW-RELEASE, ORGANIC, FERTILIZER AND SHALL BE INCORPORATED INTO ALL PLANTINGS, PER SPECIFICATIONS AND DETAILS. 8.ALL CHANGES TO PLANS TO BE APPROVED BY LANDSCAPE ARCHITECT. 9.UPON COMPLETION OF ALL PROJECT PHASES, INSTALLING CONTRACTOR SHALL NOTIFY THE TOWN / LANDSCAPE ARCHITECT FOR INSPECTION AND FINAL APPROVAL. N/A L. PIPER L. VAN PARYS L. PIPER S. ROBERTSON 1,115 sf 80 sf DThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:06 PM K:\PRJ\2498\2498EC001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Misc.Seal Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873EROSION CONTROL PLAN L. PIPER D. KEHRER L. PIPER L. VAN PARYSN EC-11" = 50'N44 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:06 PM K:\PRJ\2498\2498EC001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Misc.Seal Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873EROSION CONTROL DETAILS L. PIPER D. KEHRER L. PIPER L. VAN PARYS EC-2AS SHOWN 45 This document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:06 PM K:\PRJ\2498\2498EC001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Misc.Seal Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51LUCAS R. P I P ER No. 5873EROSION CONTROL DETAILS L. PIPER D. KEHRER L. PIPER L. VAN PARYS EC-3AS SHOWN 46 PREVAILING WIND UNDISTURBED SLOPE UNDISTURBED SLOPE TYP. TYP. KEY TRENCH AT TOP OF SLOPE (SEE DETAIL C) KEY TRENCH AT UPPER CONFORM (SEE DETAIL E) KEY TRENCH AT TOE OF SLOPE (SEE DETAIL D) KEY TRENCH AT LOWER CONFORM (SEE DETAIL F) FASTENER TYP. (FASTENER PATTERN AS PER THE MANUFACTURER'S INSTRUCTIONS) UPPER ENTRENCHMENT KEY TRENCH AT TOP OF SLOPE SHOWN (SEE DETAIL C) LOWER ENTRENCHMENT KEY TRENCH AT TOE OF SLOPE SHOWN (SEE DETAIL D) UNDISTURBED SLOPE FASTENER (SEE NOTE 1) COMPOST SOCK FIBER ROLL/ KEY TRENCH TOE OF SLOPE FASTENER KEY TRENCH BACKFILL AND TAMP SOIL BACKFILL AND TAMP SOIL HINGE POINT FASTENER KEY TRENCH BACKFILL AND TAMP SOIL FASTENER TYP. BACKFILL AND TAMP SOIL KEY TRENCH FLOW COVERED EDGE OVERLAPPING EDGE FASTENER FASTENER HINGE POINT PREVAILI N G W I N D UNDISTURBED SLOPE FASTENER (SEE NOTE 1) COMPOST SOCK FIBER ROLL/ KEY TRENCH BACKFILL AND TAMP SOIL ROLLED EROSION CONTROL PRODUCT ROLLED EROSION CONTROL PRODUCTROLLED EROSION CONTROL PRODUCT ROLLED EROSION CONTROL PRODUCT ROLLED EROSION CONTROL PRODUCT ROLLED EROSION CONTROL PRODUCT ROLLED EROSION CONTROL PRODUCT LONGITUDINAL ROLLED EROSION CONTROL PRODUCT JOINT TYP. (SEE DETAIL A) ROLLED EROSION CONTROL PRODUCT CCCDSTOPSTOPSTOPSTOPThis document shall not be used for construction unless signed and sealed for construction.Sheet No. Original Size Title Project Client DesignerDrawn Scale Plot Date:Filename:22 May 2019 - 5:06 PM K:\PRJ\2498\2498L001.dwg ANSI D Date Plotted By:Haytham Daas Project No. Sheet of Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2019 GHD Drafting Check 0 1" Bar is one inch on original size sheet Design Check IssueNo.Drawn Approved Date Project Manager Town of Truckee Stockrest Springs Road Roundabout 11159230 Lindsey Van Parys March 2019 943 Reserve Drive, Suite 100 Roseville, CA 95678 USA T 1 916 782 8688 W www.ghd.com 10183 Truckee Airport Road Truckee, CA 96161 USA T 1 530 582 7707 51 ADD ALTERNATIVE LOCATIONS H. VAN HERWAARDEN D. KEHRER H. DAAS L. VAN PARYS NAA1" = 50'N· · · · · · · · · · · 51