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UTILITY REPRESENTITIVESUTILITYAGENCYREPRESENTATIVEPHONEELECTRICITYIDAHO POWERVIC STEELMAN(208) 388-6320GASINTERMOUNTAIN GASMISHELE SINGLETON(208) 377-6839SEWERCITY OF MERIDIANAMANDA MCNUTT(208) 887-2211WATERCITY OF MERIDIANDENNIS HOLTE(208) 887-2211ROADSACHDED MERRILL(208) 387-6170PRESSURE IRRIGATIONNAMPA MERIDIAN IRRIGATIONDISTRICT (NMID)GREG CURTIS(208) 466-7861FIREMERIDIAN FIRE DISTRICTJOE BONGIORNO(208) 489-0458SURVEY INFORMATIONCONSTRUCTION STAKING WILL BE PROVIEDED BY T-O ENGINEERS- ROB O'MALLEY, PLS PHONE NO. (208)-442-6300ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).NORTHING:708742.28NORTHING:708055.75NORTHING:707916.47EASTING:2441093.16EASTING:2441558.16EASTING:2441263.05ELEVATION:2566.01ELEVATION:2565.45ELEVATION:2563.22DESCRIPTION: 1/2 INCH REBARDESCRIPTION:5/8 INCH REBARDESCRIPTION:5/8 INCH REBAR BM#1BM#1BM#1 ABBREVIATIONSBVCBEGINNING OF VERTICAL CURVEBOWBACK OF WALKCBCATCH BASINEEAST/EASTINGEVCEND OF VERTICAL CURVEEXEXISTINGFFFINISHED FLOORFLFLOWLINEGBGRADE BREAKGIRRGRAVITY IRRIGATIONHPHIGH POINTLPLOW POINTNNORTH/NORTHINGMEMATCH EXISTINGPCPOINT OF CURVATUREPIPRESSURE IRRIGATIONPTPOINT OF TANGENCYPVIPOINT OF VERTICAL CURVATURESSOUTHSDSTORM DRAINSDMHSTORM DRAIN MANHOLESGTSAND/GREASE TRAPSLSTREET LIGHTSSSANITARY SEWERSSMHSANITARY SEWER MANHOLETOATOP OF ASPHALTTOCTOP OF CONCRETETRCTOP OF ROLLED CURBWWEST LEGENDPROPOSED BOUNDARY LINEROAD RIGHT-OF-WAYPROPOSED EASEMENTPROPOSED EDGE OF GRAVELPROPOSED EDGE OF GRAVELPROPOSED SEWER MAINPROPOSED WATER MAINPROPOSED STORM DRAIN LINEPROPOSED PRESSURE IRRIGATION MAINPROPOSED FLOW LINEPROPOSED SEWER MANHOLEPROPOSED SEWER CLEAN-OUTPROPOSED STORM DRAIN MANHOLEPROPOSED CATCH BASINPROPOSED MONITORING WELLPROPOSED METERPROPOSED BLOW-OFFPROPOSED WELLPROPOSED IRRIGATION BOXPROPOSED IRRIGATION SERVICEPROPOSED IRRIGATION DRAINPROPOSED SIGNPROPOSED TYPE II BARRICADEPROPOSED TYPE III BARRICADEPROPOSED PED RAMPPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOUR R/WEPEGSSWSDPISC.O.SDMB.O.WIISID2580258225802582 CALL BEFORE YOU DIG!CALL DIGLINE INC.PRIOR TO COMMENCINGUNDERGROUND WORKDIAL: 811NOTE:THE LOCATION OF EXISTING UNDERGROUNDUTILITIES ARE SHOWN APPROXIMATELY ONLYPRIOR TO CONSTRUCTION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO INFORMALL UTILITY COMPANIES OF THE CONSTRUCTIONSCHEDULE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK. THE CONTRACTORIS RESPONSIBLE FOR ANY AND ALL DAMAGEWHICH MAY OCCUR BY FAILURE TO EXACTLYLOCATE AND PROTECT ALL UTILITIES.
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
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L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-00-COVER AND NOTES.DWG, 9/20/2019
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22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
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BORDER SIZE
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332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-00-COVER AND NOTES.DWG, 9/16/2019
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A. STOVER
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ENTRATA FARMS SUBDIVIONS NO. 2
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PRESSURIZED IRRIGATION1.INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF
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SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING.2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL B
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FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSI
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542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) F
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AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED I
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FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).4.INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE
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ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE.5.LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.6.LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AN
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OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS.7.INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION S
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DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT.8.ALL TEES, PLUGS, CAPS, AND BENDS OF 11-1/4° AND GREATER AT LOCATIONS WHERE UNBALANCES FORCES EXIST SHALL BE SECURED AND ANCHORED B
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STANDARDS.DRAINAGE AND GRADING1.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TI
M
E
S
.
2.ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT.3.THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER
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IS CONTINGENT UPON INSPECTION.4.SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR R
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IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.5.NO DRAINAGE SHALL PASS FROM THIS PROJECT ONTO ADJACENT PROPERTY.6.CONTRACTOR TO REFER TO APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND PERMANENT BMP'S. SLOPE STA
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RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE PROJECT ESC.7.SITE GRADING SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE GEOTECHNICAL REPO
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CONTRACTOR SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING CONSTRUC
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I
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N
.
8.PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUB
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STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND STOCKPILE FOR FUTURE USE. TOPSOIL NEED NOT BE STRIPPED UNDER NON-STRUCTURAL AREAS UNLES
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FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKP
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GEOTECHNICAL REPORT.9.THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT AND T
R
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BE RESPONSIBLE FOR COMPACTION TESTING WITHIN RIGHTS OF WAY OF SUBGRADE AND ALL GRANULAR MATERIAL. ALL LOT COMPACTION TEST RESULTS
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FAILING AREAS SHALL BE RETESTED ONCE AREAS HAVE BEEN SUFFICIENTLY RE-COMPACTED. ALL COMPACTION TEST RESULTS WITHIN ROADWAYS SHALL
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APPROVED PRIOR TO SUBGRADE INSPECTION.10.CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF CONTRACTOR MISTAKES, CONSTRUC
T
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THE CONTRACTOR AT THE SAME COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKE
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TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK.11.STORM DRAINAGE MAINLINES ARE EXTENDED TO THE PROPERTY FOR FUTURE YARD AREA DRAINS, OPEN SPACE AREA DRAINS, ROOF DOWN SPOUTS, AN
D
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CONNECTIONS AND PIPING SHALL BE PROVIDED BY THE BUILDING CONTRACTOR AND NOT A PART OF THIS INFRASTRUCTURE PROJECT. OWNER AND BUIL
D
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UNDERSTAND THE UNIFORM BUILDING CODE AND THAT ALL DRAINAGE SHALL BE ROUTED TO THE STORM DRAINAGE MAIN LINES.GENERAL NOTES1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISP
W
C
)
,
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THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIR
E
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T
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(
I
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D
)
.
THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT AL
L
T
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.
FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUA
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I
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I
S
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E
S
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.
3.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES.4.ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK.5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN O
N
A
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(
2
4
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H
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NOTICE.6.CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER
V
A
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V
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S
.
7.ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPR
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FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE N
O
.
1
.
8.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREG
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(
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PAVING.9.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECIS
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THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONS
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10.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION O
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STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER.12.TAKE ALL LOT DIMENSIONS, EASEMENTS, AND CERTAIN OFF-SITE EASEMENTS FROM THE PLAT OF: ENTRATA FARMS SUBDIVISION NO. 1, , A COPY OF WHIC
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13.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE AND IR
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14.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURI
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FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.15.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT L
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WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
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16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIO
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ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS
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LINE INSTALLATION.17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROV
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WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEE
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MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHAL
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18.ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED PRIOR TO STREET CONSTRUCTION.19.ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS, IF REQUIRED, SHALL BE BACK CHARGED TO THE RESPONSIBLE CONTRACTOR BY THE OWNER
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CONSTRUCTION DRAWINGS FOR:
FINAL PLAT
C
1
.
0
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
R
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J
E
C
T
:
D
A
T
E
:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-01-FINAL PLAT.DWG, 9/17/2019
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A. STOVER
M. VILLANUEVA
J. CARPENTER
J. CARPENTER
1
9
0
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1
ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
CONSTRUCTION DRAWINGS FOR:
FINAL PLAT (CONT)
C
1
.
1
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
R
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J
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C
T
:
D
A
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:
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NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-01-FINAL PLAT.DWG, 9/17/2019
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A. STOVER
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1
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1
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ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
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±1.5%- ±9%
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99.5'99.5'
CONSTRUCTION DRAWINGS FOR:
FINE GRADING
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GENERAL GRADING NOTES1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHOSTANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE CITY OF MERIDIAN SUPPLEMENTALSPECIFICATIONS TO THE ISPWC. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THECONTROLLING STANDARDS OR SPECIFICATIONS.2.WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT BY GEOTEKINC, DATED OCTOBER 25, 2017. GEOTECHNICAL ENGINEER SHALL BE ALLOWED TO PROVIDE ALL TESTINGAS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT AND AS REQUIRED BY THE GEOTECHNICALENGINEER. NOTE THAT THERE ARE SOME AREAS OF ARTIFICIAL FILL THAT SHALL BE REVIEWED ANDCERTIFIED BY THE GEOTECHNICAL ENGINEER. ACHD REQUIRES SUBGRADE INSPECTION RESULTS FORAREAS WITHIN THE RIGHT OF WAY.3.GRADING SHALL NOT OCCUR WITHIN 2' OF THE PROPERTY BOUNDARY, OR BEYOND THE LIMITS OFCONSTRUCTION.4.GRADING SHALL BE PROVIDED TO DIRECT DRAINAGE AWAY FROM ADJACENT PROPERTIES. NO GRADINGSHALL TAKE PLACE WHICH ALLOWS RUNOFF FROM THIS PROJECT TO PASS TO ADJACENT PROPERTY.5.DRAINAGE SWALES ARE DEPICTED ON PORTIONS OF THE BOUNDARY TO PREVENT DRAINAGE FROMPASSING TO ADJACENT PROPERTY. CONTRACTOR SHALL MODIFY SWALES, IF NEEDED, TO PREVENT ANYDRAINAGE FROM PASSING ONTO ADJACENT PROPERTY. ADDITIONAL SWALES AND GRADING IS REQUIRED(AS NEEDED) TO LIMIT DRAINAGE AS NOTED IN 6 ABOVE.6.OBSERVATIONS, APPROVAL AND FINAL ACCEPTANCE OF ALL GRADING (OUTSIDE OF THE RIGHT OF WAY)SHALL BE BY THE ENGINEER OF RECORD, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALLNOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN ANACCEPTABLE MANNER7.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCYAPPROVAL IN WRITING PRIOR TO CONSTRUCTION.8.COMPACTION TESTING (ON INDIVIDUAL LOTS) SHALL BE PROVIDED IN THOSE AREAS WHERE THE BOTTOMOF FOOTING WILL NOT COME IN CONTACT WITH THE NATIVE GROUND. OWNER SHALL ENGAGE A LICENSED(ENGINEER) GEOTECHNICAL FIRM TO TEST COMPACTION, SAID FIRM SHALL PROVIDE DATA IN THEFOLLOWING FORMAT: A. PROCTOR CURVES PRIOR TO CONSTRUCTION COMMENCEMENT, PROVIDING COPIES TO CONTRACTOR, PROJECT MANAGER, AND ENGINEER OF RECORD.B. DAILY OBSERVATION REPORTS WITH COMPACTION DATA.C. DAILY SUMMARY OF ANY DEFICIENT AREAS.D. PROJECT REPORT AND GEOTECHNICAL ENGINEER'S CERTIFICATION AT PROJECT COMPLETION. FIRM SHALL PROVIDE COPIES TO ENGINEER OF RECORD, OWNER, AND MERIDIAN CITY. REPORT SHALL BE SUBMITTED WITHIN ONE WEEK OF GRADING COMPLETION.9.DEVELOPER/BUILDER HAS REVIEWED THIS GRADING PLAN, HAS PROVIDED INPUT, IS FAMILIAR WITH IT,UNDERSTANDS AND AGREES THAT INDIVIDUAL LOTS SHALL ACCOMMODATE THEIR DRAINAGE BY FUTURECONNECTION TO THE STORM SYSTEM BY BUILDING CONTRACTOR.
EXISTING PHASE 1
PHASE 2
LEGENDPROPOSED MAJOR CONTOUR (1')PROPOSED MINOR CONTOUR (0.5')EXISTING MAJOR CONTOUR (5')EXISTING MINOR CONTOUR (1')FFFINISH FLOOR ELEVATIONPADPAD ELEVATION(BOTTOM OF CONCRETE)FF = PAD + 6"2580.02582.525802582 BUILDING GRAD
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22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
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332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-02-FINE GRADING.DWG, 9/23/2019
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AD-15RIM:2563.95SUMP:2560.93INV OUT:2561.93 6"CB-9TRC:2564.47INV IN:2561.40 12"INV OUT:2561.40 12"CB-8TRC:2564.47INV OUT:2561.44 12"
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STRUCTURENAMEAD-1AD-2AD-3AD-4AD-5AD-6AD-7AD-8AD-9AD-10AD-11AD-12AD-13AD-14AD-15AD-16AD-17 NORTHING707807.3707838.8707951.5707990.3707991.6707992.0708038.3707992.8707993.6708134.9707994.6708115.2708206.1708222.1708352.5708207.0708166.7 EASTING2441446.32441333.62441404.82441527.32441405.22441358.82441359.32441285.02441203.72441356.12441105.12441316.72441259.82441287.12441287.72441159.82441092.4 STRUCTURENAMEAD-18AD-19AD-20CB-1CB-2CB-3CB-4CB-5CB-6CB-7CB-8CB-9CB-10CB-11SGT-1SGT-2 NORTHING708338.2708418.3708498.3707884.6707885.1707907.1708262.3708250.6708236.8708237.0708500.2708500.4708082.6708104.6708237.1708511.9 EASTING2441094.22441095.02441095.82441447.12441404.12441404.42441355.52441336.92441122.12441100.12441193.82441171.82441351.72441351.92441093.12441171.2
CONSTRUCTION DRAWINGS FOR:
STORM PIPING PLAN
C
2
.
1
030159060DRAINAGE NOTES1.ALL CATCH BASINS TO BE STANDARD INLETS PER ACHD SD-604A.2.ALL AREA DRAINS TO BE SIZED BASED ON CONNECTED PIPES,UNLESS OTHERWISE SPECIFIED. NYOPLAST DRAINAGE BASIN ORAPPROVED EQUAL. SEE DETAIL 1 SHEET C8.1.3.INSTALL ADS NYOPLAST BASIN OR APPROVED EQUAL WATERTIGHT DRAINAGE COMPONENTS. INLETS AND ALL FITTINGSSHALL BE INSTALLED PER THE MANUFACTURERSSPECIFICATIONS.+4.ALL PIPES TO BE ADS N-12 HDPE PIPE OR APPROVED EQUALUNLESS OTHERWISE SPECIFIED. ALL ROAD CROSSINGS TO BEC-900PVC.5.SEE DETAIL 2 SHEET C5.0 FOR ROOF DRAIN CONNECTION
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
R
O
J
E
C
T
:
D
A
T
E
:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-02-STORM PIPING.DWG, 9/23/2019
1
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BOISE ♦ CODY ♦ COEUR D'ALENE ♦ HEBER CITY
MERIDIAN ♦ NAMPA ♦ SPOKANE
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p
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b
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r
2
4
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2
0
1
9
A. STOVER
M. VILLANUEVA
J. CARPENTER
J. CARPENTER
1
9
0
1
2
1
ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
STORM DRAIN KEYNOTES:10 LF- 6" ROOF DRAIN STUB. INVERT ELEVATION TO BE 2' BELOWFINISH GRADE. CAP AND MARK PER ISPWC SD-512.5 LF- 6" ROOF DRAIN STUB. INVERT ELEVATION TO BE 2' BELOWFINISH GRADE. CAP AND MARK PER ISPWC SD-512.STORM DRAIN OUTFALL WITH OUTFALL PROTECTION PER ISPWCSD-628.SD1SD2SD3
0
9
/
2
4
/
2
0
1
9
SEWSEWSEWSEW
WWWW
SE
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W
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SEW
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W
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W
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TRANS
F
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STA
T
I
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N
TR
A
N
S
F
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R
STAT
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N
4674184"
4674184"
4064160"
4064160"
4064160"3455136"
3455136"3455136"
3455136"
3455136"
3455136"
WM
WM
WM
WM
WM WMWM WM WM
WM
WM
WM WM
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SD SD SD
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SD
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1
1
2
3
3
1
2
2
2
1
W. SKI JUMP LN
N
.
M
A
N
S
H
I
P
L
N
N MANSHIP LN
N
.
M
A
N
S
H
I
P
L
N
N
.
C
R
O
S
S
C
O
U
N
T
R
Y
L
N
W. FREESTYLE LN
W. BUNNY HILL LN
N
M
A
N
S
H
I
P
L
N
3
2
SWALE ESEE SHEET C5.1FOR DETAILS
1
7
1
8
1
9
2
0
2
1
2
2
2
3
2
4
2
5
2
6
2
7
2
8
2
9
3
0
3
1
3
2
3
3
3
4
3
5
3
6
3
7
3
8
3
9
4
0
4
1
4
2
4
3
46
4
6
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8
"
)
>
S
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6
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)
>
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<
S
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(
1
5
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)
<SD(15")
S
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>
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W(8")
W(8")
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8
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)
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)
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(
8
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W(8")
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8
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)
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SS(8")>SS(8")>SS(8")>
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8
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>
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D
(
6
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>
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D
(
6
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)
SD(6")>SD(6")>SD(6")>
S
S
(
8
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>
SS(8")>
W
(
8
"
)
W(8")
S
D
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6
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S
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2
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)
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<
S
D
(
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S
D
(
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2
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)
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(
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2
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2
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4
3
3
W(8")W(8")
W
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8
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)
W
(
8
"
)
PIPI
P
I
P
I
P
I
CONSTRUCTION DRAWINGS FOR:
MASTER UTILITY
C
3
.
0
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
K
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22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
R
O
J
E
C
T
:
D
A
T
E
:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-03-MASTER UTILITY.DWG, 9/23/2019
1
0
1
/
2
A
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:
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:
BOISE ♦ CODY ♦ COEUR D'ALENE ♦ HEBER CITY
MERIDIAN ♦ NAMPA ♦ SPOKANE
S
e
p
t
e
m
b
e
r
2
4
,
2
0
1
9
A. STOVER
M. VILLANUEVA
J. CARPENTER
J. CARPENTER
1
9
0
1
2
1
ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
434 2
N
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1
.
1
8
4
5
L
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4
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STA=17+54.24
TRC=2566.48'
STA=17+40.97
TRC=2566.55'
STA=17+30.24
TRC=2566.60'
STA=16+14.24
TRC=2567.18'
STA=16+02.23
TRC=2567.24'
STA=15+68.28
TRC=2567.38' (PT)
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TRC=2567.14' (PC)
STA=15+71.98
TRC=2567.40' (HP)
STA=16+88.97
TRC=2566.81'
STA=16+98.00
TRC=2566.77'
STA=17+12.97
TRC=2566.69'
STA=17+98.97
TRC=2566.26'
STA=18+22.97TRC=2566.14'STA=19+41.12TRC=2565.55' (PC)STA=19+55.97TRC=2565.13' (PT)STA=19+68.99TRC=2565.41' (PVI)
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TOC=2565.68'TOC=2565.68'
STA=15+71.98
TRC=2567.40' (HP)GRADE
BREAK
8
8 DRAINAGE TOEX. PHASE 1 TOA=2565.39'TOA=2565.42'
DRAINAGE TO
EX. PHASE 1
LOG=2565.47'LOG=2565.60'
2
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5
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6
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7
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3
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(2566.94)
2566.98
1
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PVI STA=15+71.98
PVI EL=2567.41
PVI STA=19+68.97PVI EL=2565.42PVI STA=19+79.97PVI EL=2565.26 PVI STA=19+83.97PVI EL=2565.26PVI STA=20+01.97PVI EL=2565.39PVI STA=20+43.22PVI EL=2565.61
PC=15+20.14
EL=2567.15
PT=15+71.98
EL=2567.41
PI=19+00.23EL=2565.76EP=20+43.22EL=2565.61
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-1.50%0.75%0.54%015306090
CONSTRUCTION DRAWINGS FOR:
PLAN & PROFILE - W SKI JUMP LN
C
4
.
0
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
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DRAWN
CHECKED
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BORDER SIZE
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332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-04-ROAD PP.DWG, 9/16/2019
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8
-
3
a
)
1
2
6
7
CONSTRUCTION DRAWINGS FOR:
PLAN & PROFILE - N MANSHIP LN
C
4
.
1
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
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DRAWN
CHECKED
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R
O
J
E
C
T
:
D
A
T
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:
332 N. BROADMORE WAY
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L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-04-ROAD PP.DWG, 9/23/2019
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MERIDIAN ♦ NAMPA ♦ SPOKANE
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ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
SEE SHEET C4.2
015306090
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GUTTER
CL 20'TO BACK OF CURB3
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2-1/2" PLANT MIX ASPHALT PAVEMENT4" OF 3/4" CRUSHED GRAVEL AB9" OF 6" MINUS PITRUN SUBBASEHAMMERHEAD TURNAROUND CROSS SEC
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SCAL
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:
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2%2%
0
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SEW SEW SEW
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N
Y
H
I
L
L
L
N
N. MANSHIP LN
N. MANSHIP LN
STA=10+02.18
TRC=2565.98'
STA=10+88.18
TRC=2565.56'
STA=11+16.18
TRC=2565.56'
STA=12+02.18
TRC=2566.32'
STA=12+04.18
TRC=2566.35' (PC)
STA=12+60.18
TRC=2566.36' (PT)
S
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TRC=2565.90 (PC)'
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9
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STA=13
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7
5
.
5
8
TRC=2565.
3
1
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(
P
T
)
STA=13+09.18
TRC=2565.91'
STA=11+93.18
TRC=2566.24'
STA=11+84.18
TRC=2566.15'
STA=11+66.18
TRC=2565.98'
STA=11+21.08
TRC=2565.58'
STA=10+85.08
TRC=2565.57' (BVC/PC)
STA=10+70.08
TRC=2565.43 (PT)'
STA=10+44.08
TRC=2565.41'
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TRC=2565.43' (PC)
STA=12+19.18
TRC=2566.41' (PT)
STA=12+45.18
TRC=2566.41' (PC)
STA=13+08.58
TRC=2565.92'
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1
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STA=15+74.00
TRC=2565.68'
STA=11+10.00
TRC=2565.53' (PVI)STA=11+10.00
TRC=2565.54' (PVI)
STA=12+32.18
TRC=2566.48' (PVI)
S
T
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2
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=
5
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=
2
8
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9
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2
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F
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3
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5
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4
0
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2
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2
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6
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5
9
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T
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=
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TOC=2565.95'
TOC=2565.93'
1
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1
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N
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D
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L
A
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3
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TOC=2565.90'
TOC=2565.79'
7
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TOC=2565.60'
TOC=2565.77'
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1
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6
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T
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STA=10+85.08
TRC=2565.57' (BVC)
STA=11+30.00
TRC=2565.63' (EVC)
STA=11+30.00
TRC=2565.63' (EVC)
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2555 2560 2565 2570
9
+
5
0
()
1
0
+
0
0
(2565.14)
2566.00
1
0
+
5
0
(2565.61)
2565.75
1
1
+
0
0
(2565.63)
2565.53
1
1
+
5
0
(2565.60)
2565.83
1
2
+
0
0
(2565.46)
2566.31
1
2
+
5
0
(2565.30)
2566.44
1
3
+
0
0
(2565.37)
2566.01
1
3
+
5
0
(2565.41)
2565.55
14+00 (2565.15)2565.1014+50 (2564.90)2564.6615+00 (2564.69)2564.7515+50 (2564.26)2565.3816+00 (2564.14)2566.0216+25 ()
PVI STA=9+96.18
PVI EL=2566.02
PVI STA=16+00.00PVI EL=2566.02
P
V
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T
A
=
1
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1
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0
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P
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L
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2
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4
5
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3
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8
2
L
V
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4
4
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9
2
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P
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1
1
+
0
4
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2
8
L
P
=
2
5
6
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5
3
BVC=10+85.08
EL=2565.57
EVC=11+30.00
EL=2565.64
PVI STA = 14+75.00PVI ELEV = 2564.42K = 30.98LVC = 67.60LP STA = 14+70.11LP = 2564.60BVC=14+40.00EL=2564.74EVC=15+07.60EL=2564.84
P
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1
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1
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P
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0
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L
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1
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9
7
H
P
=
2
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4
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BVC=12+04.18
EL=2566.35
EVC=12+60.18
EL=2566.37
BP=9+96.18
EL=2566.02
PI=10+57.08
EL=2565.71
PI=12+32.18
EL=2566.49
PC=13+11.18
EL=2565.90
PT=13+75.58
EL=2565.32
PC=15+07.60EL=2564.84PT=15+72EL=2565.66EP=16+00EL=2566.02 PROPOSED GRADEAT CENTERLINEEXISTING GROUND
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CONSTRUCTION DRAWINGS FOR:
PLAN & PROFILE - W BUNNY HILL LN
C
4
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2
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
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:
D
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:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-04-ROAD PP.DWG, 9/23/2019
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C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
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I
N
G
SSMH D-6STA=14+72.35RIM=2565.21'INV OUT=2557.54' (E)
SSMH D-5
STA=13+82.70
RIM=2565.60'
INV OUT=2556.09' (E)
INV IN=2556.19' (W)
SSMH D-4
STA=10+38.94
RIM=2567.26'
INV OUT=2554.63' (SE)
INV IN=2554.73' (W)
EX. SSMH D-3
STA=10+09.95
RIM=2567.08'
INV IN=2554.53' (NW)
D
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8
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(
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)
D
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3
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3
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STA=13+15.69
OFF=33.0'
INV.=2562.6
STA=12+70.69
OFF=33.0'
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OFF=33.0'
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OFF=33.0'
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W
3
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INV.=2562.4
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OFF=21.0'
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OFF=21.0'
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N. MANSHIP LN
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(
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CONSTRUCTION DRAWINGS FOR:
SEWER D PLAN & PROFILE
C
6
.
0
SITE KEY
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
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C
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:
D
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:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-06-SEWER-PP.DWG, 9/16/2019
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ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
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WATER KEYNOTES:SEE WATER NOTE #2 SHEET C0.1, PERTAINING TO MAINSSEE WATER NOTE # 3 SHEET C0.1, PERTAINING TOSERVICES2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAILPER CITY OF MERIDIAN SD W-445° FITTING8"x6" TEE6" GATE VALVE6" WATER MAIN (LENGTH PER PLAN)FIRE HYDRANT PER CITY OF MERIDIAN SD W-8 8" TEE FITTING(2)- 8" GATE VALVE22.5° FITTING2" PERMANENT BLOWOF
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INV OUT=2556.09' (E)
INV IN=2556.19' (W)
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INV OUT=2556.96' (S)
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CONSTRUCTION DRAWINGS FOR:
SEWER E & H PLAN & PROFILE
C
6
.
1
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
R
O
J
E
C
T
:
D
A
T
E
:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-06-SEWER-PP.DWG, 9/16/2019
1
0
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p
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1
6
,
2
0
1
9
A. STOVER
M. VILLANUEVA
J. CARPENTER
J. CARPENTER
1
9
0
1
2
1
ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
SITE KEY
0
1
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3
0
6
0
9
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WATER KEYNOTES:SEE WATER NOTE #2 SHEET C0.1, PERTAINING TO MAINSSEE WATER NOTE # 3 SHEET C0.1, PERTAINING TOSERVICES2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAILPER CITY OF MERIDIAN SD W-445° FITTING8"x6" TEE6" GATE VALVE6" WATER MAIN (LENGTH PER PLAN)FIRE HYDRANT PER CITY OF MERIDIAN SD W-88" TEE FITTING(2)- 8" GATE VALVE22.5° FITTING W1W2W3W4W5W6W8 SEWER KEYNOTES:4" SINGLE SEWER SERVICE PER I
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W6W2 STA=12+21.00OFF=33.0'INV.=2562.8STA=11+61.00OFF=33.0'INV.=2562.8
STA=10+00.00
OFF=21.0'
INV.=2562.3
STA=10+15.00
OFF=21.0'
INV.=2562.2
STA=10+99.00OFF=21.0'INV.=2562.5STA=11+44.00OFF=21.0'INV.=2562.6STA=12+67.00OFF=21.0'INV.=2562.6STA=12+97.00OFF=21.0'INV.=2562.6
S
1
S1 S1S1S1S1S1W4
S
1
N. MANSHIP LNN. MANSHIP LN
N. CROSS COUNTRY LN
90°90°90°
9
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°
9
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2
FF=2567.50 FF=2
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L
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SEE THIS SHEET
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1
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±
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2565.61
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(2565.66)
2565.66
11+00 (2565.63)2565.6311+50 (2565.50)2565.5012+00 (2565.34)2565.3412+50 (2565.38)2565.3813+00 (2565.50)2565.5013+50 (2565.38)2565.38
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1
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EXISTING GROUND PROPOSED GRADE ATPIPE CENTERLINED=8" (W)D=8" (W)D=8" (W)
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G
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SSMH F-1
STA=10+17.89
RIM=2565.56'
INV OUT=2557.69' (W)
INV IN=2558.05' (E)
INV IN=2557.79' (N)
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2
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F
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=
2
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4
0
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±
1
7
L
F
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SEE THIS SHEET
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(
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4
W
4
±
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2
L
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1
±
3
5
L
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3
2
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5
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2
5
6
0
2
5
6
5
2
5
7
0
2
5
5
5
2
5
6
0
2
5
6
5
2
5
7
0
9
+
7
5
()
1
0
+
0
0
(2565.67)
2565.63
1
0
+
5
0
(2565.29)
2565.37
1
1
+
0
0
(2564.96)
2565.10
1
1
+
5
0
(2564.80)
2564.85
1
1
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7
5
()
L
=
6
6
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S
=
0
.
6
0
%
D
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L
=
7
0
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S
=
0
.
4
0
%
D
=
8
"
E
X
I
S
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D
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(
W
)
D
=
8
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(
W
)
SSMH G-1
STA=10+73.92
RIM=2565.12'
INV OUT=2558.07' (S)
INV IN=2558.17' (NW)
SSMH G-2
STA=11+43.80
RIM=2564.71'
INV OUT=2558.57' (SE)
CONSTRUCTION DRAWINGS FOR:
SEWER G & F PLAN & PROFILE
C
6
.
2
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
R
O
J
E
C
T
:
D
A
T
E
:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-06-SEWER-PP.DWG, 9/23/2019
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BOISE ♦ CODY ♦ COEUR D'ALENE ♦ HEBER CITY
MERIDIAN ♦ NAMPA ♦ SPOKANE
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3
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A. STOVER
M. VILLANUEVA
J. CARPENTER
J. CARPENTER
1
9
0
1
2
1
ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
SITE KEY
0
1
5
3
0
6
0
9
0
WATER KEYNOTES:SEE WATER NOTE #2 SHEET C0.1, PERTAINING TO MAINSSEE WATER NOTE # 3 SHEET C0.1, PERTAINING TOSERVICES2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAILPER CITY OF MERIDIAN SD W-445° FITTING8"x6" TEE6" GATE VALVE6" WATER MAIN (LENGTH PER PLAN)FIRE HYDRANT PER CITY OF MERIDIAN SD W-88" TEE FITTING(2)- 8" GATE VALVE22.5° FITTING W1W2W3W4W5W6W8 SEWER KEYNOTES:4" SINGLE SEWER SERVI
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D
-
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1
.
M
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5' SEPARATION BETWEE
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S
.
INSTALL 'T' TYPE CLEANO
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C
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T
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O
F
M
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R
I
D
I
A
N
SD-S1 S1S2SEWER F PLAN AND PROFILESTA. 10+00 - 13+50VERTICAL SCALE: 1" = 3'HORIZONTAL SCALE 1" = 30'
S
E
W
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R
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P
L
A
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D
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,
W
A
T
E
R
N
O
T
E
#
6
F
O
R
M
I
N
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M
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WATER MAINS.2.REFER TO SHEET C0.1
,
S
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W
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R
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#
5
F
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M
I
N
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S
L
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F
SEWER SERVICES.3.REFER TO SHEET C0.1
,
S
E
W
E
R
N
O
T
E
#
6
P
E
R
T
A
I
N
I
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MANHOLES.EXISTINGPHASE 1
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4
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2
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SD
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D
SD
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D
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S
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4
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S
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S
M
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F
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6
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A
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P
L
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0
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0
°
W
3
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FF=2567.50
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6
6
.
3
0
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E
E
S
H
E
E
T
C
6
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1
SEE SHEET C6.2
W
(
8
"
)
W
(
8
"
)
<SS(8")<SS(8")
S
S
(
8
"
)
>
±
9
6
L
F
P
V
C
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M
A
N
S
H
I
P
L
N
N BUNNY HILL LN
SEE THIS SHEET
W
5
W
6
W
4
W
3
W
2
W
4
W
5
W
3
W
3
W
1
W
1
W
1
W
4
W
2
S
1
S
1
S
1
S
1
±
1
0
L
F
6
"
P
V
C
±
1
2
L
F
6
"
P
V
C
W
4
±
5
L
F
P
V
C
±
1
7
2
L
F
P
V
C
±
3
3
L
F
P
V
C
±
2
4
L
F
P
V
C
W
2
W
3
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2
5
5
5
2
5
6
0
2
5
6
5
2
5
7
0
2555 2560 2565 2570
1
2
+
5
0
(2565.38)
2565.38
1
3
+
0
0
(2565.50)
2565.50
1
3
+
5
0
(2565.38)
2565.38
1
4
+
0
0
(2565.08)
2565.08
1
4
+
5
0
(2564.84)
2564.84
1
5
+
0
0
(2564.68)
2564.68
1
5
+
5
0
(2564.28)
2564.28
1
6
+
0
0
(2564.17)
2564.17
16+50 (2564.28)2564.2817+00 ()
E
X
I
S
T
I
N
G
G
R
O
U
N
D
P
R
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P
O
S
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D
G
R
A
D
E
A
T
P
I
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N
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L
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C
9
0
0
1
2
"
S
T
O
R
M
C
R
O
S
S
I
N
G
D
=
8
"
(
W
)
D
=
8
"
(
W
)
L
=
2
1
0
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S
=
0
.
4
0
%
D
=
8
"
L
=
6
5
'
S
=
0
.
4
0
%
D
=
8
"
L
=
6
4
'
S
=
0
.
6
0
%
D=8"
SSMH F-3
STA=13+13.00
RIM=2566.08'
INV OUT=2557.59' (E)
INV IN=2557.69' (N)
SSMH F-4
STA=15+27.01
RIM=2565.42'
INV OUT=2558.53' (S)
INV IN=2558.63' (E)
SSMH F-5
STA=15+96.01
RIM=2565.82'
INV OUT=2558.89' (W)
INV IN=2558.99' (E)
INV IN=2558.99' (N)
SSMH F-6STA=16+64.01RIM=2565.44'INV OUT=2559.37' (W)
CONSTRUCTION DRAWINGS FOR:
SEWER F PLAN & PROFILE
C
6
.
3
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
P
R
O
J
E
C
T
:
D
A
T
E
:
332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-06-SEWER-PP.DWG, 9/16/2019
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:
BOISE ♦ CODY ♦ COEUR D'ALENE ♦ HEBER CITY
MERIDIAN ♦ NAMPA ♦ SPOKANE
S
e
p
t
e
m
b
e
r
1
6
,
2
0
1
9
A. STOVER
M. VILLANUEVA
J. CARPENTER
J. CARPENTER
1
9
0
1
2
1
ENTRATA FARMS SUBDIVIONS NO. 2
DATE
REVISIONS
NO.DESCRIPTION
SITE KEY
0
1
5
3
0
6
0
9
0
WATER KEYNOTES:SEE WATER NOTE #2 SHEET C0.1, PERTAINING TO MAINSSEE WATER NOTE # 3 SHEET C0.1, PERTAINING TOSERVICES2" WATER SERVICE WITH A 2" METER AND A 2" PIGTAILPER CITY OF MERIDIAN SD W-445° FITTING8"x6" TEE6" GATE VALVE6" WATER MAIN (LENGTH PER PLAN)FIRE HYDRANT PER CITY OF MERIDIAN SD W-88" TEE FITTING(2)- 8" GATE VALVE W1W2W3W4W5W6 SEWER KEYNOTES:4" SINGLE SEWER SERVICE
P
E
R
I
S
P
W
C
S
D
-
5
1
1
.
M
I
N
I
M
U
M
5' SEPARATION BETWEEN S
E
W
E
R
S
E
R
V
I
C
E
S
.
S1GENERAL NOTES:1.REFER TO SHEET C0.1, WA
T
E
R
N
O
T
E
#
6
F
O
R
MINIMUM COVERAGE OF W
A
T
E
R
M
A
I
N
S
.
2.REFER TO SHEET C0.1, SE
W
E
R
N
O
T
E
#
5
F
O
R
MINIMUM SLOPE OF SEWE
R
S
E
R
V
I
C
E
S
.
3.REFER TO SHEET C0.1, SE
W
E
R
N
O
T
E
#
6
PERTAINING TO SEWER MA
N
H
O
L
E
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CONSTRUCTION DRAWINGS FOR:
IRRIGATION PLAN
C
7
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0
IRRIGATION NOTES1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THECURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKSCONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTALSPECIFICATIONS TO THE ISPWC, AND THE REQUIREMENTS OF THE ADACOUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OFTHESE STANDARDS SHALL BE THE CONTROLLING STANDARDS ORSPECIFICATIONS.2.THRUST BLOCKING SHALL BE INSTALLED PER ISPWC REQUIREMENTS.CONTACT MERIDIAN PUBLIC WORKS TO INSPECT THRUST BLOCKINGPRIOR TO BACKFILLING.3.IRRIGATION WATER TO BE SUPPLIED BY SILVER OAKS PUMP STATION#67 WHICH IS OWNED AND OPERATED BY NAMPA MERIDIAN IRRIGATIONDISTRICT.PIPING AND SERVICES FOR ENTRATA FARMS TO BE OWNED ANDMAINTAINED BY THE HOMEOWNERS' ASSOCIATION.4.CITY OF MERIDIAN DOMESTIC WATER TO BE USED AS A BACK-UPSOURCE. CONNECTION FOR THIS SYSTEM WAS COMPLETED WITHENTRATA FARMS PHASE 1.KEY NOTES22.5° ELBOW45° ELBOW90° ELBOWTEEGATE VALVECONNECT TO EXISTING 3" PRESSURE IRRIGATION MAIN.REDUCE TO 3" PVC PIPE. CONTRACTOR TO VERIFYLOCATION2" PRESSURE IRRIGATION SERVICE. SEE DETAIL 1, THISSHEET.PRESSURE IRRIGATION DRAIN. SEE DETAIL 2, THISSHEET.12345678 0204080120
22"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2019 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
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332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\190121\3_ACADDWG\SHEETS\CONSTRUCTION DRAWINGS\190121-C-10-IRRIGATION.DWG, 9/19/2019
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