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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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3.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL
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O
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C
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F
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A
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N
D
GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS.8.CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIM
U
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O
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2
4
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I
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N
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C
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T
I
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N
.
9.ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY RE
Q
U
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E
A
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D
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THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SEC
T
I
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N
6
0
0
0
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.
1)ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR S
H
A
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B
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ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING
O
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T
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.
2)IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCE
E
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5
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O
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REPLACE THE ENTIRE ROADWAY SURFACE.3)CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE
T
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A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER
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4)FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUI
R
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INSPECTOR, DOES NOT MEET COMPACTION STANDARDS
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5)ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPR
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SEWER NOTES1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM
T
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WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED
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2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS
A
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,
AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) F
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NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EI
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BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07
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(
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58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES
(
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8
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1
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6
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.
3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES
A
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A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR
A
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WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPA
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SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKI
N
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W
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(
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8
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0
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4
3
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2
O
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WASTEWATER RULES (IDAPA 58.01.16).4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER
W
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STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BE
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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 III\19-0114-SE3 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 III\19-0114-SE3 C.101 (Existing Condition Plan).dwg
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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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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 C.101 (Existing Condition Plan).dwg
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h
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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
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 C.200 (Street Plan).dwg
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THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
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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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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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E. BOTT DR.EXISTING BRIDGE(TO REMAIN)24+28.29, 18.00' LBEGIN CONST.(MATCH EXISTING)2706.71 VCEXISTING GRAVEL ACCESS ROAD(TO REMAIN)
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EXISTING PAVED ACCESS ROAD(TO REMAIN)STA: 24+94.93, 25.00'L(RIGHT-OF-WAY)25+08.72, 25.00' L 2705.66 FS/EP24+93.52, 25.00' L 2706.00 FS/EP/GB24+83.92, 25.00' L 2706.58 FS/GB25+08.72, 17.21' L 2705.52 FL24+94.68, 17.21' L 2705.85 FL/PT1.8%1.7%6.8%7.2%24+38.05, 0.00'BEGIN CONST.(MATCH EXISTING)2706.57 AC24+45.51, 18.00' RBEGIN CONST.(MATCH EXISTING)2706.64 VC24+47.96, 25.00' RBEGIN CONST.(MATCH EXISTING)2706.75 FS 24+22.11, 27.07' LBEGIN CONST.(MATCH EXISTING)2706.91 FS24+83.92, 18.00' L 2706.46 VC/GB24+80.86, 18.00' L 2706.48 VC/GB/BVC24+94.68, 16.00' L 2705.91 VC/GB/PT 24+44.38, 18.00' L 2706.64 VC 24+44.38, 25.00' L 2706.76 FS/PCCR=50'1.7%1.8%
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5 STA: 24+19.20, 25.00'L(RIGHT-OF-WAY)STA: 24+96.56, 25.00'R(RIGHT-OF-WAY)STA: 24+43.57, 25.00'R(RIGHT-OF-WAY)D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 C.202 (E. Bott Dr. Bridge Crossing 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 = 29+93.56 - SUBDIVISION BOUNDARY
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ELEV = 2699.95
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0.45%STA = 22+98.26ELEV = 2706.74STA = 23+50.00 - HIGH POINTELEV = 2706.97STA = 24+38.05 - SUBDIVISION BOUNDARYELEV = 2706.57 - BEGIN CONSTRUCTION0.45%EXISTING GRADEAT CENTERLINE(PER SHELBURNEEAST SUBD. NO. 1)EXISTINGBRIDGE
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ELEV = 2697.62 - END CONSTRUCTION
STA = 16+66.71 - LOW POINT
ELEV = 2696.49
STA = 12+17.13 - GRADE BREAKELEV = 2698.39
STA = 14+76.67 - GRADE BREAK
ELEV = 2697.35
STA = 15+55.21 - GRADE BREAK
ELEV = 2696.94
STA = 17+26.71 - GRADE BREAK
ELEV = 2696.85
PC: 10+82.40PT: 10+98.49PC: 11+75.58PT: 11+91.67
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ELEV = 2698.69STA = 11+83.63 - E. DARBY ST.STA = 10+82.40ELEV = 2699.60STA = 10+98.49ELEV = 2699.46STA = 11+75.58ELEV = 2698.76STA = 11+91.67ELEV = 2698.62
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STA = 10+45.51 - GRADE BREAK
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STA = 11+12.00 - SUBDIVISION BOUNDARY
ELEV = 2699.59 - END CONSTRUCTION
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 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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+
3
2
.
9
6
ELEV = 2700.52
STA = 10+00.00 - E. BOTT DR.
STA = 10+18.00 - CL VALLEY GUTTER
ELEV = 2700.07
STA = 12+34.50 - LOW POINT
ELEV = 2699.98
STA = 14+49.50
ELEV = 2702.84
CENTER CUL-DE-SAC
STA = 14+95.50ELEV = 2702.15LIP OF GUTTER
STA = 13+85.83 - GRADE BREAK
ELEV = 2701.57
2
.
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STA = 11+63.58
ELEV = 2700.28
STA = 13+03.83 - GRADE BREAK
ELEV = 2700.34
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ELEV = 2700.15
STA = 11+93.69 - E. CLEARY CT.
1
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STA = 12+32.96
ELEV = 2699.99
STA = 10+51.00 - HIGH POINT
ELEV = 2700.76
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PC: 11+23.98
PCC: 11+54.76
PT: 12+16.83PI: 12+20
STA = 10+45.53 - GRADE BREAK
ELEV = 2700.46
ELEV = 2700.15
STA = 10+00.00 - S. TARADALE PL.
STA = 10+13.53 - CL VALLEY GUTTER
ELEV = 2699.79
STA = 11+54.76 - GRADE BREAK
ELEV = 2700.95
STA = 12+17.75
ELEV = 2701.90
CENTER CUL-DE-SAC
STA = 12+60.75
ELEV = 2701.09
LIP OF GUTTER
STA = 11+23.98
ELEV = 2700.81
E
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 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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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 C.205 (Street Striping_Signage_Lighting 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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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 III\19-0114-SE3 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
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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 III\19-0114-SE3 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 III\19-0114-SE3 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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INSTALL PRIVATE SEWER CLEAN-OUTSTA 15+20.10, 47.33' RRIM = 2697.56(MATCH FS)INV THRU = 2690.73 SI = 2690.11 AT R/WSI = 2692.78 AT CAPSL = 107.1' TO CAP(4" PVC @ 2% MIN.)SC = 15+2059.79 LF 4" PVC @ 3.43%47.33 LF 4" PVC@ 3.40%135.0°10' MIN.'5'5'3'!
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 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 III\19-0114-SE3 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 III\19-0114-SE3 C.400 (Sewer Plan and Profiles).dwg
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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
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L INSTALL 35 LF OF 12" x 3/8"STEEL PIPE SLEEVED:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 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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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 III\19-0114-SE3 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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DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 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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MERIDIAN, IDAHO
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D:\Civil Innovations Projects\2019\19-0114-SE1 Shelburne East 1\200 - Construction Drawings\205 - Construction\PHASE III\19-0114-SE3 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.
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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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4" OF 3/4" PIPE BEDDING
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5' (MIN.) OF 18" SOLID WALL PIPE 5' TRANSITION FROM SOLIDWALL TO PERFORATED PIPE
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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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