HomeMy WebLinkAbout2015 Eldridge Ave Sewer DOR NOV ELDRIDGE AVE. SEWER IMPROVEMENTS Q o Z
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ABBREVIATIONS TABLE
A.C. ASPHALTIC CONCRETE F.O. FIBER OPTIC PT POINT OF TANGENCY
Al AIR INJECTION ASSEMBLY FT FEET PUE PUBLIC UTILITIES EASEMENT DRAWING INDEX z
ALC ALUMINUM CAP GA. GAUGE PVC POLYVINYL CHLORIDE °
AR AIR RELEASE VALVE GB GRADE BREAK PVMT PAVEMENT
ASPH ASPHALT GND GROUND QLPE QUALIFIED LICENSED PROFESSIONAL ENGINEER DWG. # DRAWING TITLE
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AVE. AVENUE GPM GALLONS PER MINUTE RT. RIGHT 1 COVER SHEET > x o
B.C. BRASS CAP G.V. GATE VALVE R. RADIUS
BL BASELINE HORIZ. HORIZONTAL R&P RETAIN AND PROTECT 2 NOTES w >>
BLDG. BUILDING HYD FIRE HYDRANT R/W RIGHT OF WAY 3 PROJECT LAYOUT PLAN L7 O
B.M. BENCHMARK I.D. INSIDE DIAMETER REF. REFERENCE A U
BO BLOW OFF ASSEMBLY I&I INFLOW&INFILTRATION RP RADIUS POINT 4 SEWER PLAN PROFILE STA.98+50-102+00 A
3 BRIG. BEARING IN. INCH S SOUTH 5 SEWER PLAN PROFILE STA.9+75-16+00 . m '
ti CB CATCH BASIN INV. INVERT ELEVATION SCH SCHEDULE W
CCTV CLOSED CIRCUIT TELEVISION I.P. RON PIN SD STORM DRAIN 6 SEWER PLAN PROFILE STA. 16+00-22+00 W
,0�, CL CENTERLINE IRR (IRRIGATION SE SOUTHEAST 7 SEWER PLAN PROFILE STA.22+00-28+00
W CMP CORRUGATED METAL PIPE IS IRRIGATION SERVICE SEC SECTION
CO CLEAN OUT ISPWC ID.STANDARDS FOR PUBLIC WORKS CONST. SHT SHEET 8 SEWER PLAN PROFILE STA.28+00-34+00 z
CONC. CONCRETE LB POUNDS SPEC. SPECIFICATION 9 SEWER PLAN PROFILE STA.34+00-40+00
CTR CENTER LF LINEAR FEET SS SANITARY SEWER " w
CULV. CULVERT LOG LIP OF GUTTER SSMH SANITARY SEWER MANHOLE 10 SEWER PLAN PROFILE STA.40+00-43+00 x U z o
Cy CUBIC YARD LT. LEFT ST. STREET o c w w z
o DEQ. ID.DEPARTMENT OF ENVIRONMENTAL QUAULITY MAX. MAXIMUM STA: STATION a a a
D.I. DUCTILE IRON MH MANHOLE SW SOUTHWEST � b G
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o DIA. DIAMETER MIN. MINIMUM TA TOP OF ASPHALTIC CONCRETE a o a a a o a a N a.4e GN
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DIST. DISTANCE MISC. MISCELLANEOUS TBC TOP BACK OF CURB Underground Service Alert
DR. DRIVE N NORTH/NORTHING TC TOP OF CONCRETE CALL BEFORE YOU DIG �g\IONAL FN
DWG DRAWING N/A NOT APPLICABLE TYP. TYPICAL CALL:TOLL FREE O�� ENSFO
a E EAST/EASTING NE NORTHEAST VC VERTICAL CURVE 1 800
i EA EACH N.T.S. NOT TO SCALE VPC VERTICAL POINT OF CURVATURE / 1�
Z ELEV. ELEVATION NW NORTHWEST VPI VERTICAL POINT OF INTERSECTION 342-1585 15
EMB. EMBANKMENT PC POINT OF CURVATURE VPT VERTICAL POINT OF TANGENCY
EPA U.S.ENVIRONMENTAL PROTECTION AGENCY PI POINT OF INTERSECTION W WEST WO WORKING DAYS BEFORE YOU DIG N> ��- Q-�5�O
ry LL EXC. EXCAVATION P.I. PRESSURE IRRIGATION WM WATER METER
g EXIST. EXISTING PL PROPERTY LINE 0 DIAMETER 9 �rE OF
FFC FRONT FACE OF CURB POB POINT OF BEGINNING
FIGFINISHED GRADE POC POINT ON CURVE
N FL FLOW LINE PRC POINT OF REVERSE CURVE
GENERAL NOTES LEGEND
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1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION EXISTING PROPOSED DESCRIPTION �-,�a o W
(ISPWC), THE CITY OF TWIN FALLS SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), AND THE REQUIREMENTS OF THE IDAHO a w o z
CURB&GUTTER(STANDARD 24 E 0 Z --
TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. INCH) o w Lu
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2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC)ON SITE AT ALL TIMES EDGE OF PAVEMENT z a a w--w
DURING CONSTRUCTION. FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL _ _ _ _ z v w D z
2300 _ INDEX CONTOUR W°z�o o
THE SITUATION IS RESOLVED. . . . o N c5 0=w
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__ INTERMEDIATE CONTOUR z o 2 Z w
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY CITY OF TWIN FALLS PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. a 0 w c~i w
ss SANITARY SEWER PIPE &1T11 w LL z o'o
4. ALL CONTRACTORS,SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. V) 0 o z�0 F,
W.L. WATER PIPE =w J a co o
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON PROPERTY BOUNDARYI ui ~ w a-z
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ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. EASEMENT L a x o 0 0~
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6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE LOT LINE 13 �♦ Lu z 0°x F o
APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE ROAD CENTERLINE W 7)a��w
SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL NOTES NO. 1. o w z x
SECTION LINE �wo,w
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7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF =0-
AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. HYD C�� FIRE HYDRANT ASSEMBLY
8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR O MANHOLEIt oc
DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN m 't 't
ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. Da VALVE cn M N
9. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A ¢ ^M
MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) REGULATORY NOTES o
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INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING d N O
WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 1. IF ANY ASBESTOS CEMENT PIPE(ACP OR TRANSITE)IS REMOVED THE X
0000NTRACTOR SHALL HANDLE,CONTAIN AND DISPOSE OF THE ASBESTOS N a)
10. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. PRODUCT PER IDAHO AND FEDERAL CODE REQUIREMENTS. O
WHERE IT IS NECESSARY FOR A POTABLE WATER SERVICE AND NON-POTABLE WATER SERVICE TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL [3 p
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 2. DEWATERING DISCHARGES INTO WATERS OF THE UNITED STATES
(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). REQUIRE FILING A NOTICE OF INTENT WITH THE EPA AND ISSUANCE OF A
SHORT TERM ACTIVITY EXEMPTION FROM THE DEQ BOTH OF WHICH SHALL
11. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. BE THE RESPONSIBILITY OF THE CONTRACTOR.
SEWER NOTES W Z
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2012 SPECIFICATIONS AND STANDARD DRAWINGS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC). 3
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2. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE CITY OF TWIN FALLS PUBLIC WORKS DEPARTMENT. (zl W
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3. ALL SEWER PIPE SHALL BE BUTT FUSED,WATER CLASS HIGH DENSITY POLYETHYLENE(HDPE),SDR 17,AWWA C906 OR PVC SDR 35.. W o Z
4. PRIOR TO FINAL ACCEPTANCE,AFTER ALL UTILITIES ARE IN,AND PRIOR TO PAVING,AN AIR TEST SHALL BE CONDUCTED. THE CONTRACTOR SHALL CONTACT THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO TESTING. ALL MANHOLES SHALL BE TESTED Q w
IN ACCORDANCE WITH THE ISPWC'S.
5. THE CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISER AND GRADE RINGS. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF THE TOP OF EACH MANHOLE TO ASSURE THAT THE RIM ELEVATIONS MATCH Q m .
o FINAL STREET GRADES. THE MAXIMUM HEIGHT OF THE GRADE RINGS SHALL BE SUCH THAT THE FINISH GRADE ELEVATION OF THE MANHOLE FRAME AND COVER SHALL NOT BE MORE THAN FIFTEEN INCHES(15")ABOVE THE TOP OF MANHOLE CONE. W
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> 7. THE SEWER MAIN SHALL BE TESTED FOR DEFLECTION IN ACCORDANCE WITH THE ISPWC. ALL SEWER LINES SHALL BE TELEVISED WITH A CLOSED CIRCUIT TELEVISION CAMERA IN ACCORDANCE WITH THE ISPWC.CONTRACTOR SHALL HAVE A QUALIFIED o
o VIDEO INSPECTION COMPANY APPROVED BY THE ENGINEER.
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8. SEWER CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION: ° Y
8.1. STANDARD MANHOLE-TYPE A,DRAWING NO.SD-501. _ a u °
0 8.2. STANDARD SHALLOW MANHOLE,DRAWING NO.SD-505. ° ° z w z z 3
s 8.3. MANHOLE COLLAR DETAIL,DRAWING NO.SD-508. z z a 3 az° 3 3 ° w
8.4. MANHOLE COVER&FRAME,DRAWING NO.SD-507. w a w Y w a Y e s
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0 8.5. STANDARD SEWER SERVICE LINE,DRAWING NO.SD-511A.
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9. SERVICES CONNECTING TO EXISTING SEWER MAIN SHALL BE HDPE COMPATIBLE TEES(INSERTA TEE). CONTACT THE CITY OF TWIN FALLS PUBLIC WORKS FOR PREFERED MATERIALS. c�S\ONA L F,v
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10. SURFACE RESTORATIONS REQUIRED IN ACCORDANCE WITH THE 2012 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION.(ISPWC)
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11. EXISTING CULVERTS SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES OR RETURNED TO THE SAME OR BETTER PRE-CONSTRUCTION CONDITION.
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