HomeMy WebLinkAbout2019-10-31 MFDS. EAGLE ROAD
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GENERAL CONSTRUCTION NOTES1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLICWORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS),MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTSOF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THECONTROLLING STANDARDS OR SPECIFICATIONS.2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ORREADILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO ACURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATIONIS RESOLVED.3.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALLTIMES.4.ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIORTO START OF WORK.5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK ISREQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.6.CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAYNOT OPEN OR CLOSE WATER VALVES.7.ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. ATTHE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALSINSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.8.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FORPIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.9.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKSDEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THERESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVEDCONSTRUCTION PLANS.10.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITINGPRIOR TO CONSTRUCTION.11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMITFROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROMTHE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER.12.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTORSHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMESALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION.ROADWAY NOTES1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC RO
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CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWEN
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2.ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC
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3.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL
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SEWER NOTES1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM
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BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07
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3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES
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A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR
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WASTEWATER RULES (IDAPA 58.01.16).4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER
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STORMWATER DESIGN GUIDELINES.
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.100 (Title and Note Sheet).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.101 (Existing Condition Plan).dwg
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a
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9
THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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SHELBURNE EAST SUBDIVISION NO. 1
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.101 (Existing Condition Plan).dwg
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h
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a
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1
9
THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
I
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84.1°R=50'70.00'D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.200 (Street Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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24+84.86, 64.66' L
(MATCH EXIST.)
2704.18 EP
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2704.65 NG/TOB
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(MATCH EXIST.)
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2704.81 EP
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(MATCH EXIST.)
2704.80 NG/TOB
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(MATCH EXIST.)
2700.97 NG/TOE
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(MATCH EXIST.)
2700.52 NG/TOE
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(MATCH EXIST.)
2703.94 NG/TOB
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(MATCH EXIST.)
2700.42 NG/TOE
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(MATCH EXIST.)
2700.29 NG/TOE
24+64.91, 47.24' R
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2703.67 NG/TOB
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.202 (E. Bott Detail Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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STA = 10+00.00 - SUBDIVISION BOUNDARYELEV = 2703.16 - BEGIN CONSTRUCTIONSTA = 11+47.93 - LOW POINTELEV = 2702.56STA = 12+83.67 - GRADE BREAKELEV = 2703.11
ELEV = 2706.17
STA = 18+49.15 - E. BOTT DR.
STA = 13+48.31 - GRADE BREAKELEV = 2703.44
STA = 15+76.09 - GRADE BREAK
ELEV = 2704.36
STA = 17+22.47
ELEV = 2705.12
STA = 18+33.14 - GRADE BREAK
ELEV = 2705.85
PC: 12+83.67PT: 13+48.31
PC: 15+79.59
PT: 16+29.64
PC: 17+22.47
PT: 17+73.79
PI: 18+49.15
PC: 19+81.54
PT: 19+94.52
ELEV = 2705.99
STA = 20+55.05 - E. CLEARY ST.
STA = 20+38.55 - CL VALLEY GUTTER
ELEV = 2705.57
STA = 18+67.27 - CL VALLEY GUTTER
ELEV = 2705.71
STA = 19+02.16 - GRADE BREAK
ELEV = 2706.44
STA = 20+06.55 - GRADE BREAK
ELEV = 2706.24
STA = 19+94.52
ELEV = 2706.30
STA = 17+98.91 - GRADE BREAK
ELEV = 2705.51
STA = 17+73.79
ELEV = 2705.38
STA = 16+29.64
ELEV = 2704.64
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ELEV = 2704.38
ELEV = 2704.51
STA = 16+04.61- E. DARBY CT.
STA = 19+81.54
ELEV = 2706.37
EXISTING GROUNDAT CENTERLINEFINISHED GRADEAT CENTERLINE
STA = 19+38.00 - HIGH POINT
ELEV = 2706.59
12"SD6"PI
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BVCS: 13+93.69
BVCE: 2704.34
EVCS: 14+53.69
EVCE: 2703.29
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BVCS: 17+10.00
BVCE: 2702.21
EVCS: 17+60.00
EVCE: 2703.09
PVI STA: 13+50.00PVI ELEV: 2705.65K: 28.62LVC: 50.00BVCS: 13+25.00BVCE: 2705.96EVCS: 13+75.00
EVCE: 2704.90
PVI STA: 12+15.00PVI ELEV: 2707.34K: 42.96LVC: 100.00BVCS: 11+65.00BVCE: 2706.80EVCS: 12+65.00EVCE: 2706.71HIGH PT. STA: 12+11.22HIGH PT ELEV: 2707.05
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BVCS: 17+66.11
BVCE: 2703.28
EVCS: 18+16.11
EVCE: 2704.24
PC: 10+51.38
PC: 14+86.93
PC: 18+16.11
PT: 11+04.49
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STA = 16+97.92 - LOW POINT
ELEV = 2702.15
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ELEV = 2704.89
STA = 14+86.93
ELEV = 2703.12
ELEV = 2705.27STA = 10+00.00 - S. SELATIR WAYSTA = 10+16.50 - CL VALLEY GUTTERELEV = 2704.85STA = 10+51.38 - GRADE BREAKELEV = 2705.58
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STA = 16+04.74 - GRADE BREAK
ELEV = 2702.53
STA = 11+04.49ELEV = 2706.15STA = 12+11.22ELEV = 2707.05
STA = 17+34.61 - SUBDIVISION BOUNDARY
ELEV = 2702.49 - END CONSTRUCTION
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E. DARBY CT. PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+00 2704.552704.512705.172704.822704.862704.612704.662704.412704.512704.492704.162704.42 2.00%1.77%0.78%3.22%0.41%ELEV = 2704.51STA = 10+00.00 - S. SELATIR WAYSTA = 10+13.50 - CL VALLEY GUTTERELEV = 2704.15STA = 10+18.95ELEV = 2704.34PC: 10+18.95PT: 10+45.37PC: 11+75.87PT: 12+38.65 STA = 10+45.37ELEV = 2704.81STA = 10+46.76 - HIGH POINTELEV = 2704.83STA = 11+75.87 - LOW POINTELEV = 2704.30STA = 12+38.65HP ELEV = 2704.79CENTER CUL-DE-SACSTA = 12+84.65LP ELEV = 2703.31LIP OF GUTTERFINISHED GRADEAT CENTERLINE EXISTING GROUNDAT CENTERLINE
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2705.17
2705.82
2705.02
2705.57
2705.63
2705.32
2706.01
2705.06
2705.45
2705.24
2705.71
2705.44
2705.57
2705.64
2705.18
2705.39
2704.93
2705.14
2704.73
2704.70
2704.44
2704.27
2703.93
2704.20
PC: 22+41.81
PT: 23+72.33
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BVCS: 20+67.61
BVCE: 2706.33
EVCS: 21+27.61
EVCE: 2706.43
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ELEV = 2705.99
STA = 22+16.11- S. SELATIR WAY
STA = 22+41.81
ELEV = 2705.86
ELEV = 2705.27
STA = 26+23.25 - E. FRATELLO ST.
STA = 28+03.85 - SUBDIVISION BOUNDARY
ELEV = 2704.22 - END CONSTRUCTION
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STA = 26+59.75 - GRADE BREAK
ELEV = 2705.09
STA = 27+79.19 - LOW POINT
ELEV = 2704.12
STA = 27+37.91 - GRADE BREAK
ELEV = 2704.33
STA = 24+02.91 - LOW POINT
ELEV = 2705.05
STA = 25+50.00 - HIGH POINT
ELEV = 2705.64
STA = 23+72.33
ELEV = 2705.20
STA = 21+05.06
ELEV = 2706.49
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STA = 21+72.61 - SUBDIVISION BOUNDARY
ELEV = 2706.20 - BEGIN CONSTRUCTION
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.203 (Street Profiles).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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SHELBURNE EAST SUBDIVISION NO. 1
MERIDIAN, IDAHO
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2687.402687.402685.512687.232685.022688.262690.022690.532693.722693.832696.412696.332697.112697.582697.062698.092697.432698.632698.032699.27
2698.77
2699.91
2699.45
2700.55
2700.26
2701.19
2701.74
2701.83
2703.97
2702.47
2704.49
2703.11
2704.42
2703.75
2705.32
2704.39
2705.93
2704.94
2706.06
2705.17
2706.16
2705.39
2706.10
2705.62
2706.06
2705.84
2706.38
2706.07
2706.04
2706.29
2705.57
2706.52
2705.12
2706.74
2705.01
2706.97
2704.19
2706.74
2704.41
PVI STA: 10+93.56PVI ELEV: 2686.46K: 20.06LVC: 160.00BVCS: 10+13.56BVCE: 2687.26EVCS: 11+73.56EVCE: 2692.04LOW PT. STA: 10+33.71LOW PT ELEV: 2687.16STA = 10+33.71 - LOW POINTELEV = 2687.16
ELEV = 2706.17
STA = 21+73.10 - S. SELATIR WAY
PC: 15+36.60
PC: 20+98.39
PC: 23+98.26
PC: 10+40 PRC: 11+42.65
PT: 17+72.47
PT: 22+98.26
PT: 12+45.30
PRC: 21+83.32
STA = 21+83.32
ELEV = 2706.22
STA = 23+98.26
ELEV = 2706.75
STA = 13+85.76 - GRADE BREAKELEV = 2698.45ELEV = 2698.17STA = 13+57.76 - E. PEACEFUL POND DR.STA = 10+00.00 - SUBDIVISION BOUNDARYELEV = 2687.40 - BEGIN CONSTRUCTIONSTA = 10+40.00ELEV = 2687.17STA = 11+42.65ELEV = 2690.12 STA = 12+45.30ELEV = 2696.141.00%1.00%6.97%1.00%
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STA = 15+36.60
ELEV = 2700.38
STA = 18+89.00 - GRADE BREAK
ELEV = 2704.89
STA = 17+72.47
ELEV = 2703.40
STA = 20+98.39
ELEV = 2705.83
PVI STA: 12+45.30PVI ELEV: 2697.04K: 20.11LVC: 120.00BVCS: 11+85.30BVCE: 2692.86EVCS: 13+05.30EVCE: 2697.64
STA = 23+50.00 - HIGH POINT
ELEV = 2706.97
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STA = 22+98.26
ELEV = 2706.74
STA = 24+38.05 - SUBDIVISION BOUNDARY
ELEV = 2706.57 - END CONSTRUCTION
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EVCE: 2697.82
ELEV = 2698.17
STA = 7+96.35 - S. HILLSDALE AVE.
ELEV = 2694.87
STA = 6+06.35 - S. STOCKENHAM AVE.
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.203 (Street Profiles).dwg
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REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.205 (Street Striping_Signange_Light Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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BLOCK 1
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.300 (Grading Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.300 (Grading Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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INSTALL 12" SLEEVE
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INSTALL 12" SLEEVE
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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17'40' WIDE CITY OF MERIDIAN
SEWER EASEMENT
SEWER PROFILE - THROUGH COMMON LOT2680268526902695270027052710268026852690269527002705271011+5012+0013+0014+00 SSMH 4 (60" DIA.)STA = 13+76.17 (W)STA = 10+00.00 (N/S)RIM = 2702.228" INV IN = 2679.76 (N)8" INV IN = 2679.76 (S)8" INV OUT = 2679.66 (W)189.07 LF 8" PVC @ 0.40%SSMH 3 (60" DIA.)STA = 11+82.10RIM = 2698.028" INV IN = 2678.90 (E)8" INV OUT = 2678.80 (S)6" PI8" W EXISTING GROUND ATPIPE CENTERLINEFINISHED GRADE ATPIPE CENTERLINED:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.400 (Sewer Plan and Profiles).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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FUTURE SHELBURNE EASTSUBDIVISION NO. 2 NOT A PART( SHELBURNE SUBD. NO. 2)NOT A PART( SHELBURNE SUBD. NO. 2)19.91'
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.400 (Sewer Plan and Profiles).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.400 (Sewer Plan and Profiles).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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!
!
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.400 (Sewer Plan and Profiles).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.400 (Sewer Plan and Profiles).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.400 (Sewer Plan and Profiles).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.500 (Water Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.600 (Irrigation Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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EXIST. 60" MANHOLE(TO REMAIN)EX. RIM = 2689.89(MATCH FINISHED GRADE)24" INV IN (E) = 2682.8424" INV IN (S) = 2683.3424" INV OUT (N) = 2683.14EXIST. MANHOLE(TO REMAIN)(ADJ. RIM,MATCH FG)EXIST. MANHOLE(TO REMAIN)(ADJ. RIM,MATCH FG)EXIST. MANHOLE(TO REMAIN)(ADJ. RIM,MATCH FG)EXIST. 24" RCP(TO REMAIN)EXIST. 24" RCP(TO REMAIN)S1EXIST. 18" RCP(TO REMAIN)EXIST. 24" RCP(TO REMAIN)EXIST. 18" RCP(TO REMAIN)EXIST. 60" MANHOLE(TO REMAIN)EX. RIM = 2693.36(MATCH FINISHED GRADE)24" INV IN (S) = 2683.0124" INV OUT (W) = 2682.71EXIST. 60" MANHOLE(TO BE REMOVED)24" INV IN (SE) = 2682.8524" INV OUT (NW) = 2682.85EXIST. 24" RCP(TO BEREMOVED)EXIST. 24" RCP(TO BEREMOVED)INSTALL GIRR MH 1 (60" DIA.)RIM = 2688.65 (MATCH FG)24" INV IN (S) = 2682.8624" INV OUT (W) = 2682.86INSTALL GIRR MH 2 (60" DIA.)RIM = 2688.33 (MATCH FG)EX. 24" INV IN (SE) = 2683.3024" INV OUT (N) = 2683.30132 LF 6" PVCINSTALL GIRR MH 3 (60" DIA.)RIM = 2688.21 (MATCH FG)EX. 24" INV IN (SE) = 2683.9312" INV IN (NE) = 2684.93EX. 24" INV OUT (NW) = 2683.88 EXIST. 24" RCP(TO REMAIN)EXIST. 24" RCPINV = 2684.13 5.00'EXIST. 24" RCP(TO REMAIN)EXTEND EXISTING24" RCP 41.88 LF S1 INSTALL 13.98 LF24" RCP @ 3.15%T4KV4KN2V4K66 LF 4" PVC SL410 LF 4" PVC 9 LF 4" PVCK
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.600 (Irrigation Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.700 (Details).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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SHELBURNE EAST SUBDIVISION NO. 1
MERIDIAN, IDAHO
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ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-702 RIGHT OF WAY2.0'2TYPICAL STREET SECTION (ATTACHED SIDEWALK)NOT TO SCALE - S. SELATIR WAY (SOUTH OF E. BOTT. DR.), E. FRATELLO ST., S. LANGDON AVE. AN
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47'ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-702 RIGHT OF WAY2.0'
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RIGHT OF WAY36'
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3TYPICAL STREET SECTION (DETACHED SIDEWALK)NOT TO SCALE - 50' RIGHT OF WAY - S. HILLSDALE AVE AND E. BOTT DR.
1
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VERTICAL CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-701(SEE PLAN SHEETS FOR LOCATIONS)VERTICAL CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-701(SEE PLAN SHEETS FOR LOCATIONS)
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NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWED NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWED NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWED
RIGHT OF WAY
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4TYPICAL STREET SECTION (DETACHED SIDEWALK)NOT TO SCALE - 54' RIGHT OF WAY - E. PEACEFUL POND DR.
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.700 (Details).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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STORM DRAIN MARKER NOTES:1.STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS.2.CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURINGCONSTRUCTION AND PRIOR TO BACKFILLING.
1
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SEEPAGE BED CONSTRUCTION NOTES:1.CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAXHSGW ELEVATION.2.ALL VAULTS, MANHOLES, AND SAND & GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED.3.WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC.4.ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM.5.ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED.6.SEEPAGE BED WIDTH SHALL REMAIN CONSTANT.7.SEE BMP 01 FOR SAND & GREASE TRAP DETAILS.8.FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY:A) A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED.B) BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PIT RUN GRAVEL.C) WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED.D) IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 3/4" TO 2" ROCK IS REQUIREDWITH MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK.E) FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVESUBGRADE.9.FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY: A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TOFINISHED GRADE IS REQUIRED.
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INSTALL STORM DRAIN ELECTRONIC MARKERS ATALL FOUR CORNERS. SEE STORM DRAIN MARKERNOTES ON THIS SHEET.
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INLET FROM STORM DRAIN MANHOLE(SEE PLANS FOR LOCATIONS)
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MONITORING WELL NOTES:1.THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THEBOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50' PAST THEEND OF SEEPAGE BED. SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET.
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PRESSURE IRRIGATION PUMP STATION DETAILS
D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 C.700 (Details).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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2. CON
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6
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(
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.
)
.
8" COLLECTOR1'-10"2" PRESSURE RELIEF VALVE DISCHARGE INTO WETWELL1PRESSURE IRRIGATION PUMP STATION DETAILNOT TO SCALE PRESSURE IRRIGATION PUMP PROFILE VIEW PRESSURE IRRIGATION PUMP STATION PLAN VIEW 2" FILTER LINE - DISCHARGE TO IRRIGATION BOX1'-6"11'-6"1'-0"1" DRAIN VALVE AND VALVEBOX TO GROUND LEVEL 8" DISCHARGE LINEV-1000 FILTERMAINDISCONNECTSTEP-DOWNTRANSFORMERBREAKERPANELMETER 4 FOOT - 2 LAMP FLOURESCENT LIGHTS1'-10"ROD - BEND 90 DEGREESWELD TO ACCESS DOOR 8'-0"14'-0"ROOF HATCH1'-4"1 CU. FT GRAVEL SUMP 1" DRAIN VALVE AND VALVEBOX TO GROUND LEVEL1'-4"BUTTERFLY VALVE. REMOVE HANDLEEXCEPT FOR MAINTENANCE 8" FLOW METER. SEAMETRIC WMX101 - FLG. MAGMETER OR EQUALFINISHED FLOOR EL. 2704.50FINISHED GRADE EL. 2704.00 6"
5
'
-
6
"
8" TEE - DISCHARGE LINE TO PRESSUREIRRIGATION NETWORK LINE(SEE IRRIGATION PLAN FOR CONTINUATION)1-1/2" FILTER LINE FROM REMOVECONTROL VALVE FOR FILTER FILTER FLUSH VALVE 8" DISCHARGE LINE 12" CLR.MIN.2'SUPPORTS (TYP.)SEALED BOTTOM END DRAIN PLUGHIGH WATER LEVEL EL. 2699.33WATER-TIGHT CONNECTION (TYP.)
6"
6
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6
"
BOTTOM OF WET WELL EL. 2688.00 4'-0"ELBOW, 8" x 8"
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6"10" INV EL. 2695.4110" PVC PIPE10" PVC PIPE
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6"60" WET WELL MOTOR SHROUD FOR COOLING FORSUBMERSIBLE MOTORS (TYP.)8" PIPE COLLECTOR AND DISCHARGE PIPING SHUT-OFF VALVE (TYP.)CHECK VALVE (TYP.)PROVIDE P.S. ENCLOSURE WITH HARDY BOARD SIDINGNOTES:1.CONTRACTOR TO DEWATER AROUND CONSTRUCTION OF THE STRUCTURE TO INSURE A SOUND PRODUCT.2.#4 REBAR SHALL BE PLACED AT TWO FEET ON CENTER BOTH HORIZONTALLY AND VERTICALLY. ANYCONNECTING OR OVERLAPPING SPLICES SHALL OVERLAP ONE FOOT AND BE TIED AT TWO PLACES SIXINCHES APART. ALL VERTICAL STEEL SHALL HAVE A MINIMUM ONE FOOT HORIZONTAL LAP ATTACHED TOTHE HORIZONTAL REBAR. ALL BENDS SHALL HAVE A MAXIMUM 1" RADIUS.3.CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI (MIN.).
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3' x 3' WET WELL ACCESS DOORP1P2P3PUMP DATA:P1: 3 HP - ABB PUMP (JOCKEY)P2: 20 HP - ABB PUMPP3: 20 HP - ABB PUMP
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REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE I\19-0114-SE1 BR.100 (Bridge Plans).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
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LTOP SAND EL. 2705.27STA = 24+61.20, 11.99' LT12" INV = 2696.0012"STA = 24+41.11, 4.54' RT12" INV = 2684.04STA = 24+65.48, 2.98' RT12" INV = 2684.1450 LF 12"x 0.375" - STEEL SLEEVE (SEWER)CENTERED ON CULVERT CROSSING SLEEVE
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