CC - CK Engineering Kentucky Ridge1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE
MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.
2. THE CONTRACTOR SHAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO
HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED.
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED 'APPROVED FOR CONSTRUCTION' BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT 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 ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR
PRIOR NO
6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,
CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.
7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING
OF ASPHALT PAVING.
B. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL SUCH INSPECTIONS SHALL NOT
RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS.
9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.
• . •
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM
ACHD OR ITL) AT LEAST -FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
2. ACHD OR ITT) WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.
3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE
PUBLIC RIGHT-OF-WAY.
I. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS,
AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR
ADDMONAL COMPENSATION.
INSPECTION3. OF 1• 1F -WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER.
4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH T14E SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE
RINGS, MANHOLE RINGS AND LIDS.
COSTS5. EMSTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER.
7. ALL / CONTRACTOR .al IN CORRECTINGDEFICIENT WORK, THE CONTRACTORS
ACCOUNT.1. WORK WILL BE CAUSE ,,. 1. WORK 1.17. AND
POSSIBLE TERMINATION.
STORM8. ALL DRAINAGE„E s E1 AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT.
WATER9. ALL VALVES WILL BE PLACED SO AS NOT1 CONFLICT WITH ANY CONCRETEGUTTER, VALLEY GUM, AND SIDEWALK IMPROVEMENTS.
10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEASTA ONE (1) FOOT
SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT.
11. OVER EXCAVATION it ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED a 1 INSPECTOR.
12. ALL MATERIAL D AS FILL 1' BACKFILL SKU BE PLACED AND COMPACTED IN ACCORDANCE1 0 OF THE LATEST EDITION / /, THE ADA COUNTY HIGHWAY DISTRICT
SUPPLEMENTAL . I RSPECIFICATIONS.
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWING: (LATEST EDITION)
14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284.
15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS.
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS
REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A 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) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SECTION 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) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER
MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 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).
4. PLACE WATER SOME LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SOME UNE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAJNAGE SWALES). THE PIPE MATERIAL
USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ).
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.
WATER1. ALL WORKS1,•1. N 6 CERTIFIED, ...,,,1MUST MEET1 STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08).
7. WATER AND FIRE SERVICE SHALL BOTH HAVE A BACK FLOW PREVENTION DEVICE INSTALLED AT THE POINT OF ENTRY INTO THE BUILDING.
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION
NOTE NO.
2. THE HORIZONTAL. SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A 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) INCHES Of VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 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) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND
NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 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).
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE UNE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE, ASTM D 2241, SDR 21,
INCLUDING SERVICE LINES AND FITTINGS.
6. THE CONTRACTOR SHALL. CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION
PRIOR TO FINAL ACCEPTANCE OF THE SEWER.
7. ALL CCN INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM.
PRESSURE IRRIGATION
1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF
TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE 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 BE A
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) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 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)
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF
VERTICAL SEPARATION, THE CROSSING SHALL. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 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).
4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE
WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG 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 AND
BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVEL WAYS.
7. ALL IRRIGATION WORK SWILL BE IN ACCORDANCE WITH THE BOISE PROJECT BOARD OF CONTROL STANDARDS AND SPECIFICATIONS.
8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND
MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED.
1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION' BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL
TIMES.
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 CIN OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE
PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION.
USE ONE OF THE FOLLOWING NOTES DEPENDING ON WHETHER A SOILS REPORT IS SUBMITTED TO PUBLIC WORKS:
WITHOUT A SOILS OR GEOTECHNICAL REPORT
4A. THE CONTRACTOR SWILL EXCAVATE A MINIMUM OF ONE TEST HOLE TO DETERMINE IF IMPERMEABLE LAYERS OR GROUNDWATER EXIST WITHIN 4 FEET OF
PROPOSED BOTTOM OF DRAINAGE FACILITY. CONTACT THE ENGINEER FOR REVISED BEDS IF OTHER CONDITION IS FOUND. CONTACT MERIDIAN PUBLIC WORKS
FOR INSPECTION OF TEST HOLE PRIOR TO BACKFILL.
WITH A SOILS OR GEOTECHNICAL REPORT:
4. 48. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL. BE A MINIMUM OF 3'. CONTACT ENGINEER
FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY
SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.
PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK
1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING
CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL
2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY
EQUIPMENT DURING TRENCHING OPERATIONS.
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE
4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE
SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE.
5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT
MEET COMPACTION STANDARDS OR TIME IS A CRRICAL FACTOR.
6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
ACHD STANDARD REQUIREMENTS
1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND
STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LABILITY FOR ERRORS OR
DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY
DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE----.
-VICINTY MAP -
NTS
-SHEET INDEX -
C1.0 LEGEND, GENERAL NOTES & VICINITY MAP
C2.0 FINAL PLAT
C2.1 FINAL PLAT
C2.2 STREET LIGHT PLAN
C3.0 STREET PLAN AND PROFILE - BLUE DOWNS
C3.1 STREET PLAN AND PROFILE - REDUP/COBBLE
C3.2 DRAINAGE DETAILS
C4.0 SEWER LINE ALINE B PLAN & PROFILE AND WATER PLAN
C4.1 SEWER LINE A PLAN & PROFILE AND WATER PLAN
C5.0 GRADING AND STREET LIGHT PLAN
C6.0 GRAVITY IRRIGATION PLAN
C6.1 SUNDELL LATERAL PLAN AND PROFILE
C6.2 PUMP STATION OVERFLOW PLAN AND PROFILE
C6.3 PUMP STATION OVERFLOW PLAN AND PROFILE
C6.4 PRESSURE IRRIGATION PLAN
BENCH
Ar
NAVD 88 DATUM
121 TBM#1 ELEV 2715.35
BENCH MARK,
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SIDE 1` �DOWNS AND THE DITCH
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MARK IN BACK OF CURB SOUTH SIDE'1
OF BLUE DOWNS
r
EN� APPROVED FOR
ID.!I�AtN41_
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
theright 1enforce.Inconsistencies• • ^d by [staff shall
not be construed as approved . eaddressed
in erg by h- City. Any proposed revision to these plans
be submitted for review and compliance with the Meridian City
-
Date
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APPLICANT / DEVELOPER
T&M HOLDINGS
DOUG McMASTERS
P.O. BOX 2640
EAGLE, ID 63616
206-941-5709
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Plans Are Accepted For Public
Street Construction 2
By stamping and signing the improvement plans, the Registered 11/21/17
Engineer ensures the District that the plans conform to all District sr� ?,
policies and standards. Voriances or waivers must be specifically �'Y,q®� Ki�°�6��-�
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
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By stamping and signing the improvement plans, the Registered 11/21/17
Engineer ensures the District that the plans conform to all District sr� ?,
policies and standards. Voriances or waivers must be specifically �'Y,q®� Ki�°�6��-�
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities. S H EET
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BOOK PAGE
A RE—SUBDIVISION OF A PORTION OF LOT 3, BLOCK 3 OF KENTUCKY RIDGE ESTATES SUBDIVISION
LOCATED IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 25
TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M.,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
—2017—
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SET 11/4" BRASS W/ CAP "KHC PLS 9895"
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518" REBAR/
NO CAP- SET CAP
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847 PARK CENTRE WAY. SUM 3. KIAR,PA. IDAHO 53652
208-465-3687
JOB NO. 17062 SHEET 1 OF 4 SHEETS
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NOTES:
1. A PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE, AND IRRIGATION 1S HEREBY
RESERVED ALONG THE FOLLOWING UNLESS OTHERWISE NOTED:
TEN (10') FOOT WIDE SUBDIVISION BOUNDARY AND RIGHT-OF-WAY LINES.
TEN (10') FOOT WIDE ALONG BACK LOT LINES.
FIVE (5') FOOT WIDE ALONG SIDE LINES.
2. LOT 29, BLOCK 5; LOTS 2 S 8, BLOCK 7 ARE RESERVED AS COMMON AREA LOTS FOR THE
PURPOSE OF UTILITIES AND LANDSCAPE. SAID LOTS SHALL BE OWNED AND MAINTAINED
BY THE HOMEOWNERS ASSOCIATION.
3. THE LOTS IN THIS SUBDIVISION ARE NOT SUBJECT TO THE EXISTING RESTRICTIVE
COVENANTS FOR KENTUCKY RIDGE ESTATES SUBDIVISION INST. NO. 95079313 AND AS
AMENDED.
4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM
ACT, WHICH STATES NO AGRICULTURAL OPERATION, AGRICULTURAL FACIUTY OR
EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY
CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE
OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR
WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A
NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN
AGRICULTURAL OPERATION, AGRICULTURAL FACIUTY OR EXPANSION THEREOF."
5. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT, IN
COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE
ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS
FROM THE NEW YORK IRRIGATION DISTRICT.
6. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS
IN EFFECT AT THE TIME OF THE RESUBDIVISION.
7. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING
AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING
PERMITS, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS
PLAT.
8. A PORTION OF LOTS 7, 8, 9 AND 10 BLOCK 7 AND LOTS 31 AND 32, BLOCK 5, ARE SERVIENT
TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE
ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE
EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO.109053259, AMENDED
NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256 OFFICIAL RECORDS OF ADA
COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL
(THE "MASTER EASEMENT'). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE
SYSTEM ARE DEDICATED TO ACRD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE
MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER
DRAINAGE SYSTEM.
9. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE
RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
IRRIGATIONIDRAINAGE ENTITY.
10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BESET A MINIMUM OF
12 -INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
11. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2015-014805.
Line Table
Line #
Length
Direction
L1
28.32'
N450 32'16"E
L2
28.25'
N44° 2T 44"W
L3
17.66'
S890 23' 160E
L4
32.00'
N00" 00'00"E
Curve Table
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
BEARING
C1
11.01'
23 50'
26'502T
5.61'
10.91'
N75' 58'03"W
C2
6.52'
46 50'
8001'42"
326'
6 51'
N66' 33' 40"W
C3
44.58'
46.50'
54°5540`
24.1T
42.89'
S81' 5T 39"W
C4
66.47
46.50'
81°50'36"
40 31'
60.97
S13' 34' 31"W
C5
1IA7'
23 50'
27°57'31"
5.85'
11.35'
N13' 22' 01"W
C6
117.52'
46.50'
144'4T58"
146.58'
88.65'
S45' 03' 12"W
C7
3883
50 00'
44'292T
2046
37.86'
S22' 51'27"W
C8
39 71'
50.00'
45'3933"
20 9T
38.68'
S67' 51' 27"W
C9
78.54'
50.00'
90'00'00'
50 00'
70.71'
S45' 36' 44-W
CIO
40 84'
26.00'
90'00'00'
26 00'
36.7T
S45' 36' 44"W
C11
35.38'
84 00'
24'08'06"
17.96'
35.17
N29' 43' 55"W
C13
20.61'
84.00'
14'03'18'
1035'
20.55'
N34' 46' 19-W
C14
14.78'
84.00'
10'0448"
7.41'
14 76'
N22' 4716'W
BOOK . PAGE
SURVEYING
847 PARK CENTRE WAY. SUITE 3. NAMPA. IDAHO 83651
REV. 09/20/17 1 208-465-5687
REV. 09/28/17 JOB NO. 17062 SHEET 2 OF 4 SHEETS
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These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed
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of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed
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STREET LEGEND
VALLEY GUTTER PER LS.P.W.0 AND
ACHD SUPPLEMENTAL SD -708
PEDESTRIAN RAMP PER 1 S P W C. AND
ACHD SUPPLEMENTAL SD -712H TYPE 4
TYPE 1 & TYPE 2 STREET LIGHTS.
SEE SHEET C5.0 FOR LOCATIONS
NOTE:
1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM
CROSS SLOPE OF LESS THAN 2% WITHOUT
DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE
TRUNCATED DOMES PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -712. DOMES SHALL BE
RIGID INSERTS WET -SET INTO THE CONCRETE
(CONCRETE STAMP AND ADHESIVE MATS NOT
ALLOWED) AND SHALL BE COLORED 'TRAFFIC
YELLOW'
2. ANY TEST PrrS, TEMPORARY STORM DRAIN PONDS
AND WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO
NATIVE SOIL AND BACKFILLED WITH STRUCTURAL
FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL
DATA TO VERIFY NATIVE MATERIAL MEETS THE
REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATION AND A COPY OF THE COMPACTION
TESTS.
KEYNOTES
INSTALL CATCH BASIN 11 PER ACHD STANDARD DRAWING SD -604A
OTYPE IV. TRC 270493. 12' INV OUT 2701.93'.
(Q25=1.22CFS, Q100=1.61CFS)
OINSTALL 31 LF OF 12' C-900 ® 3.45%
INSTALL CATCH BASIN J2 PER ACHD STANDARD DRAWING SD -604A
OTYPE IV. TRC 2705.00. 12' INV OUT 2700.86'.
(Q25=1 32CFS, Q100=1 73CFS)
OINSTALL ±1 LF OF 12' C-900 ® 1.00%
OINSTALL 1000GAL SAND/GREASE TRAP 11 PER AND BMP -01.
SEE DETAIL ON SHEET C3.2.
OINSTALL ±10 LF OF 18' SOLID WALL ADS -N12. 51-F TO EXTEND
INTO SEEPAGE BED A.
OINSTALL SEEPAGE BED A (DA#2). 8'Wx154'Lx9'D. SEE DETAIL ON
SHEET C3.2.
OINSTALL MONITORING WELLS PER ISPWC AND ACRD STANDARD
DRAWING SD -627.
SAWCUT EXISTING ASPHALT MINIMUM OF 2 FEET. SAW CUT AND
OREPAIR PER ISPWC AND ACHD SUPPLEMENTAL STANDARDS SD -301,
SD -303, AND SD -806.
CONNECT TO EXISTING SIDEWALK, CURB AND GUTTER CONTRACTOR
10 TO FIELD VERIFY ELEVATIONS, IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR REDESIGN
1 1 RELOCATE EXISTING ELECTRICAL BOX.
12 REMOVE EXISTING PRESSURE IRRIGATION PIPE AND RELOCATE. SEE
SHEET C64 FOR RELOCATION DETAILS.
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2+00
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6+00
7+00
2715
2710
2705
2700
8+50
N
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SCALE 1" = 30'
STREET LEGEND
VALLEY GUTTER PER LS.P.W.0 AND
ACHD SUPPLEMENTAL SD -708
PEDESTRIAN RAMP PER 1 S P W C. AND
ACHD SUPPLEMENTAL SD -712H TYPE 4
TYPE 1 & TYPE 2 STREET LIGHTS.
SEE SHEET C5.0 FOR LOCATIONS
NOTE:
1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM
CROSS SLOPE OF LESS THAN 2% WITHOUT
DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE
TRUNCATED DOMES PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -712. DOMES SHALL BE
RIGID INSERTS WET -SET INTO THE CONCRETE
(CONCRETE STAMP AND ADHESIVE MATS NOT
ALLOWED) AND SHALL BE COLORED 'TRAFFIC
YELLOW'
2. ANY TEST PrrS, TEMPORARY STORM DRAIN PONDS
AND WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO
NATIVE SOIL AND BACKFILLED WITH STRUCTURAL
FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL
DATA TO VERIFY NATIVE MATERIAL MEETS THE
REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATION AND A COPY OF THE COMPACTION
TESTS.
KEYNOTES
INSTALL CATCH BASIN 11 PER ACHD STANDARD DRAWING SD -604A
OTYPE IV. TRC 270493. 12' INV OUT 2701.93'.
(Q25=1.22CFS, Q100=1.61CFS)
OINSTALL 31 LF OF 12' C-900 ® 3.45%
INSTALL CATCH BASIN J2 PER ACHD STANDARD DRAWING SD -604A
OTYPE IV. TRC 2705.00. 12' INV OUT 2700.86'.
(Q25=1 32CFS, Q100=1 73CFS)
OINSTALL ±1 LF OF 12' C-900 ® 1.00%
OINSTALL 1000GAL SAND/GREASE TRAP 11 PER AND BMP -01.
SEE DETAIL ON SHEET C3.2.
OINSTALL ±10 LF OF 18' SOLID WALL ADS -N12. 51-F TO EXTEND
INTO SEEPAGE BED A.
OINSTALL SEEPAGE BED A (DA#2). 8'Wx154'Lx9'D. SEE DETAIL ON
SHEET C3.2.
OINSTALL MONITORING WELLS PER ISPWC AND ACRD STANDARD
DRAWING SD -627.
SAWCUT EXISTING ASPHALT MINIMUM OF 2 FEET. SAW CUT AND
OREPAIR PER ISPWC AND ACHD SUPPLEMENTAL STANDARDS SD -301,
SD -303, AND SD -806.
CONNECT TO EXISTING SIDEWALK, CURB AND GUTTER CONTRACTOR
10 TO FIELD VERIFY ELEVATIONS, IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR REDESIGN
1 1 RELOCATE EXISTING ELECTRICAL BOX.
12 REMOVE EXISTING PRESSURE IRRIGATION PIPE AND RELOCATE. SEE
SHEET C64 FOR RELOCATION DETAILS.
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13 INSTALL MID BLOCK PEDESTRIAN RAMP PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD -712G
CD
CD3
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NOTE:
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND
THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF
THE ACHD POLICY MANUAL
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE
OF THE STREET AND INCLUDE ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS.
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 509 OF THE TOTAL ROAD SURFACE,
CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT
FALL WITHIN THE WHEEL PATH OF A LANE. MATCH UNE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4. FLOWABL.E FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL
IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPAC71ON STANDARDS OR
TIME IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF
BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE I.S.P.W.C. STANDARD DRAWINGS
AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND
SD -806.
7. CONSTRUCT ALL PAVEMENTS MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT
STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT
SECTION OR TO USE THE FOLLOWING: 25 -INCHES OF ASPHALT, 4 -INCHES OF N4 INCH
MINUS CRUSHED AGGREGATE, 14 -INCHES OF 6 INCH MINUS PIT RUN (FOR LOCAL STREETS);
3 -INCHES OF ASPHALT, 4 -INCHES OF X4 INCH MINUS CRUSHED AGGREGATE, AND 20 INCHES
OF 6 INCH MINUS PIT RUN (FOR COLLECTOR STREETS); 3 -INCHES OF ASPHALT, 4 -INCHES
OF N4 INCH MINUS CRUSHED AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PIT RUN (FOR
ARTERIAL STREETS), 4 -INCHES OF ASPHALT, 4 -INCHES OF - INCH MINUS CRUSHED
AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PIT RUN (FOR PRINCIPAL ARTERIAL STREETS).
USE WHICHEVER PAVEMENT SECTION IS GREATER.
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
'M1
DISTRICT
DATE u I o
N
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0
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13 INSTALL MID BLOCK PEDESTRIAN RAMP PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD -712G
CD
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0
NOTE:
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND
THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF
THE ACHD POLICY MANUAL
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE
OF THE STREET AND INCLUDE ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS.
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 509 OF THE TOTAL ROAD SURFACE,
CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT
FALL WITHIN THE WHEEL PATH OF A LANE. MATCH UNE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4. FLOWABL.E FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL
IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPAC71ON STANDARDS OR
TIME IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF
BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE I.S.P.W.C. STANDARD DRAWINGS
AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND
SD -806.
7. CONSTRUCT ALL PAVEMENTS MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT
STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT
SECTION OR TO USE THE FOLLOWING: 25 -INCHES OF ASPHALT, 4 -INCHES OF N4 INCH
MINUS CRUSHED AGGREGATE, 14 -INCHES OF 6 INCH MINUS PIT RUN (FOR LOCAL STREETS);
3 -INCHES OF ASPHALT, 4 -INCHES OF X4 INCH MINUS CRUSHED AGGREGATE, AND 20 INCHES
OF 6 INCH MINUS PIT RUN (FOR COLLECTOR STREETS); 3 -INCHES OF ASPHALT, 4 -INCHES
OF N4 INCH MINUS CRUSHED AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PIT RUN (FOR
ARTERIAL STREETS), 4 -INCHES OF ASPHALT, 4 -INCHES OF - INCH MINUS CRUSHED
AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PIT RUN (FOR PRINCIPAL ARTERIAL STREETS).
USE WHICHEVER PAVEMENT SECTION IS GREATER.
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
'M1
DISTRICT
DATE u I o
N
Z o
0
UJ W �Go
co �
"'01
F•- 00
(n C3 1
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13 INSTALL MID BLOCK PEDESTRIAN RAMP PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD -712G
CD
CD3
0
NOTE:
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND
THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF
THE ACHD POLICY MANUAL
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE
OF THE STREET AND INCLUDE ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS.
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 509 OF THE TOTAL ROAD SURFACE,
CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT
FALL WITHIN THE WHEEL PATH OF A LANE. MATCH UNE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4. FLOWABL.E FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL
IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPAC71ON STANDARDS OR
TIME IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF
BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE I.S.P.W.C. STANDARD DRAWINGS
AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND
SD -806.
7. CONSTRUCT ALL PAVEMENTS MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT
STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT
SECTION OR TO USE THE FOLLOWING: 25 -INCHES OF ASPHALT, 4 -INCHES OF N4 INCH
MINUS CRUSHED AGGREGATE, 14 -INCHES OF 6 INCH MINUS PIT RUN (FOR LOCAL STREETS);
3 -INCHES OF ASPHALT, 4 -INCHES OF X4 INCH MINUS CRUSHED AGGREGATE, AND 20 INCHES
OF 6 INCH MINUS PIT RUN (FOR COLLECTOR STREETS); 3 -INCHES OF ASPHALT, 4 -INCHES
OF N4 INCH MINUS CRUSHED AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PIT RUN (FOR
ARTERIAL STREETS), 4 -INCHES OF ASPHALT, 4 -INCHES OF - INCH MINUS CRUSHED
AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PIT RUN (FOR PRINCIPAL ARTERIAL STREETS).
USE WHICHEVER PAVEMENT SECTION IS GREATER.
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
'M1
DISTRICT
DATE u I o
N
Z o
0
UJ W �Go
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F•- 00
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NOTE:-
1.
OTE:1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM
CROSS SLOPE OF LESS THAN 2% WITHOUT
DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE
TRUNCATED DOMES PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -712. DOMES SHALL BE
RIGID INSERTS WET -SET INTO THE CONCRETE
(CONCRETE STAMP AND ADHESIVE MATS NOT
ALLOWED) AND SHALL BE COLORED 'TRAFFIC
YELLOW'
2. ANY TEST PITS, TEMPORARY STORM DRAIN PONDS
AND WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO
NATIVE SOIL AND BACKFILLED WITH STRUCTURAL
FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL
DATA TO VERIFY NATIVE MATERIAL MEETS THE
REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
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NOTE:-
1.
OTE:1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM
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TRUNCATED DOMES PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -712. DOMES SHALL BE
RIGID INSERTS WET -SET INTO THE CONCRETE
(CONCRETE STAMP AND ADHESIVE MATS NOT
ALLOWED) AND SHALL BE COLORED 'TRAFFIC
YELLOW'
2. ANY TEST PITS, TEMPORARY STORM DRAIN PONDS
AND WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO
NATIVE SOIL AND BACKFILLED WITH STRUCTURAL
FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL
DATA TO VERIFY NATIVE MATERIAL MEETS THE
REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
":TES
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KEYNOTES
INSTALL CATCH BASIN 13 PER ACHD STANDARD DRAWING SD -604A
I TYPE IV. TRC 2711.89. 12' INV OUT 2708.59'.
(Q25=0.29CFS, Q100=0.39CFS)
O2 INSTALL 131 LF OF 12" C-900 0 0.22%
INSTALL CATCH BASIN 14 PER ACHD STANDARD DRAWING SD -604A
OTYPE IV. TRC 2711.89 12' INV OUT 2708.52'.
(025=0.68CFS, Q100=0.89CFS)
OINSTALL t1 LF OF 12" C-900 0 1.00%
OINSTALL 1000GAL SAND/GREASE TRAP #2 PER ACHD BMP -01.
SEE DETAIL ON SHEET C3.2.
OINSTALL 110 LF OF 18' SOLID WALLADS-N12. 5LF TO EXTEND
INTO SEEPAGE BED A.
OINSTALL SEEPAGE BED B (DA13). 8'Wx59'Lx9'D. SEE DETAIL ON
SHEET C3.2.
OINSTALL MONITORING WELLS PER ISPWC AND ACHD STANDARD
DRAWING SD -627.
OSAWCUT EXISTING ASPHALT MINIMUM OF 2 FEET. SAW CUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL STANDARDS SD -301,
SD -303, AND SD -806.
CONNECT TO EXISTING SIDEWALK, CURB AND GUTTER CONTRACTOR
10 TO FIELD VERIFY ELEVATIONS, IF DISCREPANCIES OCCUR,
8
CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR REDESIGN
11 TYPE III ROADWAY BARRICADE WITH SIGN THAT STATS 'ROADWAY TO
BE EXTENDED IN THE FUTURE"
12 TYPE II SIDEWALK BARRICADE WITH KICK PLATE
13 "NO PARKING" SIGNS. SIGNS TO BE FACED 45' TOWARDS ONCOMING
TRAFFIC.
14 INSTALL MID -BLOCK PEDESTRIAN RAMP PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD -712G.
INSTALL HAMMERHEAD TEMPORARY FIRE DEPARTMENT TURNAROUND.
1 5 TURNAROUND TO BE PAVED AND SECTION TO MATCH ROADWAY
SECTION. SEE ROADWAY SECTION DETAIL AND TURNAROUND DETAIL
ON SHEET C3.2.
16 INSTALL NO PARKING SIGN.
INSTALL CATCH BASIN #5 PER ACHD STANDARD DRAWING SD -604A
17 TYPE IV. TRC 2702.03. 12' INV OUT 2698.75'.
(Q25=0.47CFS, Q100=0.62CFS)
INSTALL CATCH BASIN 16 PER ACHD STANDARD DRAWING SD -604A
18 TYPE IV. TRC 270203. 12" INV OUT 2698.69'.
(025=0 36CFS, 0100=0 48CFS)
19 INSTALL t25LF OF 12' C-900 ® 0.24%
20 INSTALL t1 IF OF 12' C-900 0 1.00%
2 1 INSTALL 1000GAL SAND/GREASE TRAP 13 PER ACHD BMP -01.
SEE DETAIL ON SHEET C3.2.
22 INSTALL 110 LF OF 18' SOLID WALL ADS -N12. 5LF TO EXTEND
INTO SEEPAGE BED A.
23 INHEETCS3
EPAGE B�EDCA1). 8'Wx51'tx9'D. SEE DETAIL ON
S2.
I NOTE:
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND
THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF
THE ACHD POLICY MANUAL.
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE
OF THE STREET AND INCLUDE ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS.
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE,
CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH UNE DOES NOT
FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL WE.
4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL
IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR
TIME IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF
BEFORE CONSTRUCTION BEGINS
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE I S.P.W.C. STANDARD DRAWINGS
AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND
SD -806
7. CONSTRUCT ALL PAVEMENTS MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT
STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT
SECTION OR TO USE THE FOLLOWING: 2.5 -INCHES OF ASPHALT, 4 -INCHES OF N4 INCH
MINUS CRUSHED AGGREGATE, 14 -INCHES OF 6 INCH MINUS PIT RUN (FOR LOCAL STREETS);
3 -INCHES OF ASPHALT, 4 -INCHES OF Y4 INCH MINUS CRUSHED AGGREGATE, AND 20 INCHES
OF 6 INCH MINUS PIT RUN (FOR COLLECTOR STREETS); 3 -INCHES OF ASPHALT, 4 -INCHES
OF N4 INCH MINUS CRUSHED AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PIT RUN (FOR
ARTERIAL STREETS); 4 -INCHES OF ASPHALT, 4 -INCHES OF Y INCH MINUS CRUSHED
AGGREGATE, AND 26 -INCHES OF 6 INCH MINUS PR RUN (FOR PRINCIPAL ARTERIAL STREETS).
USE WHICHEVER PAVEMENT SECTION IS GREATER.
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE ITT_
ADAC N HWAY DISTRICT
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NOTE: TURNAROUND
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9 SECTION DETAIL ON THIS
f I SHEET.
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----------------
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FIRE DEPARTMENT TURNAROUND.
w x
II II
SEE SHEET THIS SHEET FOR SAND AND GREASE TRAP LAYOUT.
N
FROM CB12
SEEPAGE BED #
+-),
TOP OF ROCK
ELEVATION
II 11
1 II II
1
9a
100 YEAR
DESIGN VOLUME
II II
II II
II II
2703.00
18' ADS -N12 OUT TO
II II
I I I I
W
4268
SEEPAGE BED 'C'
I I I
II II
=
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9a
I I I I
18" ADS -N12 OUT TO
18' ADS -N12 OUT TO
I I I I
I I I (
12' C-900 IN
SEEPAGE BED 'A"
9a
FROM CB#6
HS 25 RATED STRUCTURE
12' C-900 IN
WELL *B' I
UD TO BE FLUSH WITH
0 0 0 0 0 0 e 0
FINISHED SURFACE
J
LID TO BE FLUSH WITH
-
FG ±2702.10
FINISHED SURFACE
TOP 2698.58
-
I
18' ADS -N12 OUT TO
OF CONC.
---
�
SEEPAGE BED 'C'
=
2708.41 TOP
�
I SEE DETAIL 1 THIS SHEET. I
20'
OF CONC.
18' ADS -N12 OUT TO
�
INSTALL SOLID CAP AT END OF
W
2698 68
C9
20'
12 C-900 INV
q2697.83
ku
------- -
IN FROM CB#6
12 C-900 INV
IN FROM CB#4
6" MIN.
UD AND/OR SDMH LID
TO BE FLUSH WITH
TOP OF TRENCH TO BE A MINIMUM
270000
FINISH GRADE
6' MIN
PER ISPWC AND ACHD
18 INV OUT
TOP OF SIDEWALK AND CURB. (TYP)
2707.66
1000 GAL. SAND/GREASE TRAP #3
18 INV OUT
PER BMP -01
1000 GAL. SAND/GREASE TRAP #2
w x
12' C-900 IN
SEE SHEET THIS SHEET FOR SAND AND GREASE TRAP LAYOUT.
N
FROM CB12
SEEPAGE BED #
+-),
TOP OF ROCK
ELEVATION
TOP OF SAND
ELEVATION
II II
9a
100 YEAR
DESIGN VOLUME
II II
II II
II II
2703.00
2694.00
- -
W
4268
WELL �A.
O
I FOR UNDERGROUND INFILTRATION SYSTEMS ACHD IS NOW INSTALLING ELECTRONIC
II II
=
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II II
I I I I
18" ADS -N12 OUT TO
18' ADS -N12 OUT TO
I I I I
I I I (
SEEPAGE BED 'B'
SEEPAGE BED 'A"
9a
CD
HS 25 RATED STRUCTURE
12' C-900 IN
WELL *B' I
FROM CB#4
0 0 0 0 0 0 e 0
HS 25 RATED STRUCTURE
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-
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FINISHED SURFACE
TOP 2700 75
-
I
FG (2711.95
---
---
�
SEEPAGE BED A"
=
2708.41 TOP
�
I SEE DETAIL 1 THIS SHEET. I
20"
0--2700.85
OF CONC.
18' ADS -N12 OUT TO
�
INSTALL SOLID CAP AT END OF
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SEEPAGE BED "B"
C9
20'
12 C-900 INV
2708.51
SAND/GREASE TRAP
------- -
IN FROM CB12
12 C-900 INV
IN FROM CB#4
" MIN.
UD AND/OR SDMH LID
TO BE FLUSH WITH
TOP OF TRENCH TO BE A MINIMUM
270000
FINISH GRADE
6' MIN
PER ISPWC AND ACHD
18 INV OUT
TOP OF SIDEWALK AND CURB. (TYP)
2707.66
1000 GAL. SAND/GREASE TRAP #1
18 INV OUT
- NTS - PER BMP -01
1000 GAL. SAND/GREASE TRAP #2
PER BMP -01 - NTS -
. 30' CLASS III RCP
- - - 2.50' 250'
s
oo.
140 12' MAX O.C.
EACH WAY
I 12 50' I
PLAN HEADWALL WITH TRASH RACK PER ACHD
POLICY SECTION 8200, DETAIL 02
5 00'
I I
I 1 30' CLASS III RCP
I I
I I
I I
I I
I I
I I
END VIEW
3.84'
30" CLASS III RCP 0.50'
0
0= -
140 12" MAX 0 C.
EACH WAY
6
SECTION VIEW 0.50'
HEADWALL / WINGWALL DETAIL
NOTE: SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20
SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR
REFERENCE AND DISTANCE FROM TRENCH. WELL 'A' MAY BE LOCATED ON EITHER END OF
SEEPAGE TRENCH.
L 2O' L SEE TRENCH DATA TABLE - THIS SHEET TRENCH DATA TABLE - THIS SHEET
12' C-900 IN
SEE SHEET THIS SHEET FOR SAND AND GREASE TRAP LAYOUT.
N
FROM CB12
SEEPAGE BED #
+-),
TOP OF ROCK
ELEVATION
TOP OF SAND
ELEVATION
9�
s
100 YEAR
DESIGN VOLUME
II II
II II
MONITORING
2703.00
2694.00
- -
W
4268
WELL �A.
O
I FOR UNDERGROUND INFILTRATION SYSTEMS ACHD IS NOW INSTALLING ELECTRONIC
�' MONITOR WELL I
W PER ISPWC AND
=
N
2699.25
II II
MARKERS ON EACH CORNER OF THE FACILITY. COORDINATE WITH ACHD
C
18' ADS -N12 OUT TO
I I I I
1 2690.50
1 2689.00 1
SEEPAGE BED 'A"
I I I I
CD
HS 25 RATED STRUCTURE
I PRIOR TO BACK FILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES.
WELL *B' I
UD TO BE FLUSH WITH
0 0 0 0 0 0 e 0
FINISHED SURFACE
J
- - � - -
-
FG (2705.05
n'
TOP 2700 75
-
I
18' ADS -N12 OUT TO
OF CONC.
�
SEEPAGE BED A"
=
U
�
I SEE DETAIL 1 THIS SHEET. I
20"
0--2700.85
�
INSTALL SOLID CAP AT END OF
W
W
PLAN VIEW
PERFORATED PIPE
12 C-900 INV
SAND/GREASE TRAP
------- -
IN FROM CB12
" MIN.
UD AND/OR SDMH LID
TO BE FLUSH WITH
TOP OF TRENCH TO BE A MINIMUM
270000
FINISH GRADE
OF 2 FOOT BELOW FINISHED GROUND,
PER ISPWC AND ACHD
18 INV OUT
TOP OF SIDEWALK AND CURB. (TYP)
1000 GAL. SAND/GREASE TRAP #1
NATIVE BACKFILL TOP OF TRENCH
- NTS - PER BMP -01
. 30' CLASS III RCP
- - - 2.50' 250'
s
oo.
140 12' MAX O.C.
EACH WAY
I 12 50' I
PLAN HEADWALL WITH TRASH RACK PER ACHD
POLICY SECTION 8200, DETAIL 02
5 00'
I I
I 1 30' CLASS III RCP
I I
I I
I I
I I
I I
I I
END VIEW
3.84'
30" CLASS III RCP 0.50'
0
0= -
140 12" MAX 0 C.
EACH WAY
6
SECTION VIEW 0.50'
HEADWALL / WINGWALL DETAIL
NOTE: SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20
SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR
REFERENCE AND DISTANCE FROM TRENCH. WELL 'A' MAY BE LOCATED ON EITHER END OF
SEEPAGE TRENCH.
L 2O' L SEE TRENCH DATA TABLE - THIS SHEET TRENCH DATA TABLE - THIS SHEET
EXCAVATE MINIMUM OF 3'-0' INTO FREE DRAINING SANDS AND GRAVEL
(TYP.), IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL
NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE
SEEPAGE BEDS TO PROVIDE THE 3'-0' MIN. CLEARANCE BETWEEN
GROUNDWATER AND THE BOTTOM OF THE SEEPAGE BED.
FOOT PLATE (TYP.) CONSTRUCT
12' BELOW SEEPAGE FILTER SAND
TYPICAL SEEPAGE TRENCH DETAIL
SCALE: NTS
PAPA
48'
34
1' 2' 5'-0" 17'-0' 17'-0" 5'-0 2'11'
15'-0" 15-0"
---- SLOPE 2 00% 1 SLOPE 2.00% ---
2.5" OF ASPHALT 14" OF 6"--�
EXTEND BASE MATERIALS PAVEMENT MINUS PIT RUN
6' BEHIND CURB (TYP) 4" OF 3/4' MINUS ROLLED CURB AND GUTTER CONCRETE SIDEWALK PER
CRUSHED GRAVEL PER ACHD SUPPLEMENTAL SD -702. ACHD SUPPLEMENTAL
SD -709 (TYP)
48' TYPICAL STREET SECTION
-NTS -
P/L 42' PA
29
1' .5' 5'-0" 14.5' 14.5' V-011.5-1 1'
I 12.5' 12.5' I
SLOPE 2.00% 1 SLOPE 2 00%
2.5" OF ASPHALT---/ 14' OF 6" J
EXTEND BASE MATERIALS PAVEMENT MINUS PIT RUN
6' BEHIND CURB (TYP) 4' OF 3/4' MINUS ROLLED CURB AND GUTTER CONCRETE SIDEWALK PER
CRUSHED GRAVEL PER ACHD SUPPLEMENTAL SD -701. ACHD SUPPLEMENTAL
SD -709 (TYP)
42' TYPICAL STREET SECTION
-
NTS-
ASTM C-33 FILTER SAND IN
ACCORDANCE WITH ACHD BMP 04
WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLA11ON TESTS
PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF
THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,
CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO
OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA.
PER THE SOILS REPORT BY SITE CONSULTING, LLC DATED 28TH OF AUGUST 2013,
GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS. CONTRACTOR TO
EXCAVATE 3 -FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND WATER
PRESENT AND PENETRATE INTO FREE DRAINING MATERIALS.
SEE SHEET THIS SHEET FOR SAND AND GREASE TRAP LAYOUT.
5' FROM END OF TRENCH
CD
SEEPAGE BED #
DIMENSIONS
WXDXL
TOP OF ROCK
ELEVATION
TOP OF SAND
ELEVATION
TO ACT AS MARKER
APPROXIMATE
GROUND WATER
100 YEAR
DESIGN VOLUME
A
MONITORING
2703.00
2694.00
- -
W
4268
WELL �A.
O
I FOR UNDERGROUND INFILTRATION SYSTEMS ACHD IS NOW INSTALLING ELECTRONIC
�' MONITOR WELL I
W PER ISPWC AND
=
N
2699.25
N/A
MARKERS ON EACH CORNER OF THE FACILITY. COORDINATE WITH ACHD
C
8 Wx9'Dx5t'L
1 2699.50
1 2690.50
1 2689.00 1
INSPECTION STAFF FOR PLACEMENT OF THE MAKERS DURING CONSTRUCTION AND
MONITORING ACHD SD -627 I
CD
O
I PRIOR TO BACK FILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES.
WELL *B' I
CDW
0 0 0 0 0 0 e 0
I
J
e 0 0 0 0 0 0 0- 0
<
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I
Q
0
�
18' ADS N-12 PERFORATED PIPE.F7 I
=
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�
I SEE DETAIL 1 THIS SHEET. I
v
W
�
INSTALL SOLID CAP AT END OF
W
W
PLAN VIEW
PERFORATED PIPE
SAND/GREASE TRAP
------- -
_ - _
UD AND/OR SDMH LID
TO BE FLUSH WITH
TOP OF TRENCH TO BE A MINIMUM
MONITORING WELL
FINISH GRADE
OF 2 FOOT BELOW FINISHED GROUND,
PER ISPWC AND ACHD
SD -627
TOP OF SIDEWALK AND CURB. (TYP)
NATIVE BACKFILL TOP OF TRENCH
CL
if
\
�- DRAIN ROCK SL OPE--0.00% MIN.
N o
+
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I
I
o 0 0 0 o e e o o e o
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o e o
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IIEXTEND
NON -PERFORATED PIPE
(�
MIN. OF 5' INTO SEEPAGE BED 2" FRACTURED ROCK
DRAINAGE GEOTEXTILE
I
I
TYPE I (ISPWC
(
2050)' OVERLAPINIMUM
SEE TRENCH ELEVATION TABLE FOR BOTTOM OF 12' ON TOP AND
(I
OF BED AND BOTTOM OF SAND ELEVATIONS
SIDES.
EXCAVATE MINIMUM OF 3'-0' INTO FREE DRAINING SANDS AND GRAVEL
(TYP.), IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL
NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE
SEEPAGE BEDS TO PROVIDE THE 3'-0' MIN. CLEARANCE BETWEEN
GROUNDWATER AND THE BOTTOM OF THE SEEPAGE BED.
FOOT PLATE (TYP.) CONSTRUCT
12' BELOW SEEPAGE FILTER SAND
TYPICAL SEEPAGE TRENCH DETAIL
SCALE: NTS
PAPA
48'
34
1' 2' 5'-0" 17'-0' 17'-0" 5'-0 2'11'
15'-0" 15-0"
---- SLOPE 2 00% 1 SLOPE 2.00% ---
2.5" OF ASPHALT 14" OF 6"--�
EXTEND BASE MATERIALS PAVEMENT MINUS PIT RUN
6' BEHIND CURB (TYP) 4" OF 3/4' MINUS ROLLED CURB AND GUTTER CONCRETE SIDEWALK PER
CRUSHED GRAVEL PER ACHD SUPPLEMENTAL SD -702. ACHD SUPPLEMENTAL
SD -709 (TYP)
48' TYPICAL STREET SECTION
-NTS -
P/L 42' PA
29
1' .5' 5'-0" 14.5' 14.5' V-011.5-1 1'
I 12.5' 12.5' I
SLOPE 2.00% 1 SLOPE 2 00%
2.5" OF ASPHALT---/ 14' OF 6" J
EXTEND BASE MATERIALS PAVEMENT MINUS PIT RUN
6' BEHIND CURB (TYP) 4' OF 3/4' MINUS ROLLED CURB AND GUTTER CONCRETE SIDEWALK PER
CRUSHED GRAVEL PER ACHD SUPPLEMENTAL SD -701. ACHD SUPPLEMENTAL
SD -709 (TYP)
42' TYPICAL STREET SECTION
-
NTS-
ASTM C-33 FILTER SAND IN
ACCORDANCE WITH ACHD BMP 04
WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLA11ON TESTS
PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF
THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,
CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO
OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA.
PER THE SOILS REPORT BY SITE CONSULTING, LLC DATED 28TH OF AUGUST 2013,
GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS. CONTRACTOR TO
EXCAVATE 3 -FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND WATER
PRESENT AND PENETRATE INTO FREE DRAINING MATERIALS.
1. A PERCOLATION RATE OF 8' PER HOUR WAS USED TO DESIGN THE SEEPAGE BEDS FOR THIS PROJECT.
2. A TEST PIT MUST BE DUG AT EACH LOCATION OF EACH SEEPAGE BED PERCOLATION TEST WILL BE REQUIRED
AT EACH SEEPAGE BED LOCATION REPORT PERCOLATION TESTING INFORMATION BACK TO THE ENGINEER OF
RECORD PERCOLATION TESTING MUST BE WITNESSED BY ACHD INSPECTION STAFF. SEEPAGE BEDS MAY NEED TO
BE REDESIGNED BASED ON ACTUAL PERCOLATION TESTING RESULT.
Nk5 �"-�"'yrS•
\100000I�i
\ I /
\ \ I / / �• 3/8' PERFORATIONS IN VALLEY
OF CORRUGATED PIPE. 5 EACH
ON 18' PIPE.
- - - -� 18' ADS N-12
18" PIPE PERFORATION SCHEDULE
- NTS -
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE
ADAC TY 11bHYNY DISTRICT
q
SEEPAGE TRENCH DATA
TABLE
CD
SEEPAGE BED #
DIMENSIONS
WXDXL
TOP OF ROCK
ELEVATION
TOP OF SAND
ELEVATION
BOTTOM OF
SAND ELEVATION
APPROXIMATE
GROUND WATER
100 YEAR
DESIGN VOLUME
A
8'Wx9'1hc154'L
2703.00
2694.00
2692.50
N/A
4268
B
8'Wx9'Dx59'L
2709.75
2700.75
2699.25
N/A
1637
C
8 Wx9'Dx5t'L
1 2699.50
1 2690.50
1 2689.00 1
N/A
1465
1. A PERCOLATION RATE OF 8' PER HOUR WAS USED TO DESIGN THE SEEPAGE BEDS FOR THIS PROJECT.
2. A TEST PIT MUST BE DUG AT EACH LOCATION OF EACH SEEPAGE BED PERCOLATION TEST WILL BE REQUIRED
AT EACH SEEPAGE BED LOCATION REPORT PERCOLATION TESTING INFORMATION BACK TO THE ENGINEER OF
RECORD PERCOLATION TESTING MUST BE WITNESSED BY ACHD INSPECTION STAFF. SEEPAGE BEDS MAY NEED TO
BE REDESIGNED BASED ON ACTUAL PERCOLATION TESTING RESULT.
Nk5 �"-�"'yrS•
\100000I�i
\ I /
\ \ I / / �• 3/8' PERFORATIONS IN VALLEY
OF CORRUGATED PIPE. 5 EACH
ON 18' PIPE.
- - - -� 18' ADS N-12
18" PIPE PERFORATION SCHEDULE
- NTS -
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE
ADAC TY 11bHYNY DISTRICT
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1
z \\ UNE A O FIRE HYDRANT ASSEMBLY PER CITY OF
\ SSMH 1 \ _ — S — — S — g 2 MERIDIAN STANDARD DRAWING W7 AND W9. n
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/ \ 3 2 8" WATER MAIN i i w m 5 / INSTALL
VALVE DOES NOTENDATER UPNIN CURB —�
3ENSURE 1 J 0
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4 i I I O WATER NOTES 2& 3 ON COVER SHEET. 1 O
+ I 2 T INSTALL 1220 LF INSTALL 12' TEE (ALL FLG) V
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UNE A UNE B 4 9P I SSMH 4 J I 2" WATER MAIN N " zl < ' 71 N M >: VALLEY GUTTER ' n LLJ
L O
SSMH 1 STA: 1+03 70
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- SEE THIS SHE OO THROUGH SEEPAGE BED. — I--- I-
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I TO EXISTING 8 WATER MAIN. CONTRACTOR W V— I W
O TO VERIFY LOCATION AND COORDINATE WITH ��// (J-)
I CITY OF MERIDIAN INSPECTION STAFF.00
o� o-�
' ( Io a, O'I I``oT , EXISTING 2' DOMESTIC WATER SERVICE INSTALLED 0 U
IN KENTUCKY RIDGE 3 AND SECONDARY WATER
I I Q
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SSMH 4 m rK ry
I I I STA. 1+03.70 I
7 II 8 .I--I------------------------------
-------------
IWATER METER LEGEND Q
alp air als (PER SD -W1 & W2)20FT WIDE WATER
I MAIN EASEMENT ( — — — 3/4" DOUBLE METER SERVICE
3/4" SINGLE METER SERVICE
NOT W
THE ""' OF MERIDIAN REQUIRES THAT ALL
WATER METERS AND WATERWORKS BRASS BE
ANSI/NSF 61 CERTIFIED.
LINE B PROFILE LINE A PROFILE
-0+25 0+00 1+00 1+25 1 1 3+00 2+00 1+00 0+00
2710
2705
2700
2695
2690
-0+25
0+00
1+00
2710
2705
2700
B -SWR
)8-S
,75-W
2695
2690
1+25
2710
2705
2700
2695
K•'0.
2685
3+00
NOTE- ALL SEWER LENGTHS ARE MEASURED
FROM FACE OF SEWER MANHOLE TO FACE
OF SEWER MANHOLE
FINISHED GRADE
EXISTING GRADE
PT ��8*�WATER
EXISTING GRADE
0
99.70 LF 8" SEWER @ 0 687,
\
4
:::
7�
48'0 SSMH
8" WATER
0
12' Wq7
1+03.70 LIN
48'0 SSMH 1
48'0 SSMH 1
RIM 2705 5f
2+71.78 LINE A -SWR =
0+00.00 UNE B -SWR
4' IN 2699
0+0000 LINE B -SWR
2+71.78 LINE A -SWR
8" OUT 269
RIM
MIN 2269706
RIM 2706 7t
8 b7 -W
8" IN 2698.07-W
8' IN 2698 07-E
8' IN 2698 07-E
8' OUT 2697:97-N
8" OUT 2697.97-N
EXISTING CLEANOUT
0+00
1+00
2710
2705
2700
B -SWR
)8-S
,75-W
2695
2690
1+25
2710
2705
2700
2695
K•'0.
2685
3+00
2+00
1+00
2710
2705
2700
2695
"'�_o
2690
2685
0+00
oo
SEWER KEYNOTES
REMOVE EXISTING 8' CLEANOUT AND
CONNECT NEW 8' SEWER UNE TO EXISTING
OUNE. CALCULATED INVERT 2691.95'.
CONTRACTOR TO FIELD VERIFY UNE AND
GRADE. IF DISCREPANCIES OCCUR CONTACT
ENGINEER OF RECORD.
OINSTALL SLEEVE ON SEWER SERVICE
THROUGH SEEPAGE BED.
NOTE.
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE
ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE
PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SEC11ON 6000
OF THE ACHD POLICY MANUAL
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE
PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE
ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS.
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%
OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE
THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO
ENSURE MATCH UNE DOES NOT FALL WITHIN THE WHEEL PATH
OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF
THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD
INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME
IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED
IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE
I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL
STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND
SD -806.
(: 'V(E IDIAN�-- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
NameAla Date
WIN
N
Zo
"'_ r- o
C~ " �
W
WK' �
N"CIO
w 00
Qw' N
N9=
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M ' } v O W
V CD
m o
U Q IL. a
":( 9412
09/27/17
E OF �OP���
---„cam
SHEET
C4.0
NOTE. ALL SEWER LENGTHS ARE MEASURED
FROM FACE OF SEWER MANHOLE TO FACE
OF SEWER MANHOLE
FINISHED GRADE
EXISTING GRADE
-- -,
\
\
4
:::
7�
8" WATER
0
12' Wq7
48'0 SSMH 1
2+71.78 LINE A -SWR =
0+0000 LINE B -SWR
2697-8
RIM
MIN 2269706
8' SSR072
8 b7 -W
23�
8' IN 2698 07-E
8' OUT 2697:97-N
EXISTING CLEANOUT
STATION 0+00.0
INV. 2691.95'
2+00
1+00
2710
2705
2700
2695
"'�_o
2690
2685
0+00
oo
SEWER KEYNOTES
REMOVE EXISTING 8' CLEANOUT AND
CONNECT NEW 8' SEWER UNE TO EXISTING
OUNE. CALCULATED INVERT 2691.95'.
CONTRACTOR TO FIELD VERIFY UNE AND
GRADE. IF DISCREPANCIES OCCUR CONTACT
ENGINEER OF RECORD.
OINSTALL SLEEVE ON SEWER SERVICE
THROUGH SEEPAGE BED.
NOTE.
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE
ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE
PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SEC11ON 6000
OF THE ACHD POLICY MANUAL
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE
PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE
ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS.
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%
OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE
THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO
ENSURE MATCH UNE DOES NOT FALL WITHIN THE WHEEL PATH
OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF
THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD
INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME
IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED
IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE
I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL
STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND
SD -806.
(: 'V(E IDIAN�-- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
NameAla Date
WIN
N
Zo
"'_ r- o
C~ " �
W
WK' �
N"CIO
w 00
Qw' N
N9=
(� I.,.i o
nc
o a
r -
M ' } v O W
V CD
m o
U Q IL. a
":( 9412
09/27/17
E OF �OP���
---„cam
SHEET
C4.0
5 \
4
3 1 "' OF MH —
'.•„5, L — — — �—
L 06 55
INSTALL ±36 LF /
12" WATER MAIN
9
4 /
4
i
a
'M
�76•
INSTALL ±267 LF
12' WATER MAIN
X09 75 \
MAIN I \
cli
—
I^- �I
H N j
N z
- INSTALL ±96 If �
12' WATER MAIN "
4
8+25 8+00
2720
2715
2710
2705
2700
2695
2690
8+25 8+00
a
n
+:FigR M in
... - / Ni—
BLUE DOWNS ST o I SSMH 2
I STA 5+21.35
7+00 J/ I S 6+00 4540 I 5+00
4 I
TOAT A02.00 I
1 } } }
d
v- �
6-6 CONDUf�S INSTALLED PE ( -'� + -�
+ o
IDAHO POWER FROM EASEMENT I -co
�I I"'b owl I� o of
UNE T EASEM � — J � �' zl N �'
.J �J� J
2
1
� � 1
�— — — — — —
\ a!d --- — 81d----�-
8
11
0 a!0
7+00
LINE A PROFILE
6+00 5+00
INSTALL 283 LF
'
-I t� III
I �F
SEE SHEET C4.0
a
24 J
m
m0
U
1 ; STa 2+00
� — -•-36 0 L 4
"' 00.02
f :
to0
Of
} INSTALL 2 m
12 WA MAIN ! I 12' A FMAiN, n� I)
4 10 \ M
~A I - M
M 4 i 1
M
1 1 4 o I 4 g ,9 BLUE DOWNS ST V J
L S — — � — — W S — -�N€ n � o o a urs e
14+00 I 3+00 s rn
SSMH 1 1 4
r STA 2+71.78
Nm� o
o
rn
U-.:!9 7.50' I 17.50' N 'I
I I
8 i 9
I
I
INSTALL ±145.5 LF 20Fi WIDE WATER
12" WATER MAIN I I MAIN EASEMENT
I
I
4
---------—--- — — ——------} 4
a!d 2ild---------------
810 aie a!d a!
aie
4+00
N
3+00
2+50
2720
4
— — — — — — — — — — —
�--
— — — — —
Wd
4
8+25 8+00
2720
2715
2710
2705
2700
2695
2690
8+25 8+00
a
n
+:FigR M in
... - / Ni—
BLUE DOWNS ST o I SSMH 2
I STA 5+21.35
7+00 J/ I S 6+00 4540 I 5+00
4 I
TOAT A02.00 I
1 } } }
d
v- �
6-6 CONDUf�S INSTALLED PE ( -'� + -�
+ o
IDAHO POWER FROM EASEMENT I -co
�I I"'b owl I� o of
UNE T EASEM � — J � �' zl N �'
.J �J� J
2
1
� � 1
�— — — — — —
\ a!d --- — 81d----�-
8
11
0 a!0
7+00
LINE A PROFILE
6+00 5+00
INSTALL 283 LF
'
-I t� III
I �F
SEE SHEET C4.0
a
24 J
m
m0
U
1 ; STa 2+00
� — -•-36 0 L 4
"' 00.02
f :
to0
Of
} INSTALL 2 m
12 WA MAIN ! I 12' A FMAiN, n� I)
4 10 \ M
~A I - M
M 4 i 1
M
1 1 4 o I 4 g ,9 BLUE DOWNS ST V J
L S — — � — — W S — -�N€ n � o o a urs e
14+00 I 3+00 s rn
SSMH 1 1 4
r STA 2+71.78
Nm� o
o
rn
U-.:!9 7.50' I 17.50' N 'I
I I
8 i 9
I
I
INSTALL ±145.5 LF 20Fi WIDE WATER
12" WATER MAIN I I MAIN EASEMENT
I
I
4
---------—--- — — ——------} 4
a!d 2ild---------------
810 aie a!d a!
aie
4+00
N
3+00
2+50
2720
Mille
6+00 5+00
4+00
3+00
2715
2710
2705
2700
2695
2690
2+50
N
ry
S
0 30' 60'
SCALE 1» ^ 30'
WATER KEYNOTES
INSTALL 12' TEE (ALL FLG)
2-12' GATE VAVLES (FLGxW).
O 1-12"x8" REDUCER (FLGxMJ).
ENSURE VALVE DOES NOT END UP IN
VALLEY GUTTER
O FIRE HYDRANT ASSEMBLY PER CITY OF
MERIDIAN STANDARD DRAWING W7 AND W9.
INSTALL 12'x6' TEE (MJ x FLG)
O 1-6" GATE VALVE (MJ x FLG)
INSTALL ±12.5 LF OF 6" WATER MAIN
ENSURE VALVE DOES NOT END UP IN CURB
O POTABLE/NONPOTABLE CROSSING. SEE
WATER NOTES 2 & 3 ON COVER SHEET.
OINSTALL 8" 90' BEND
INSTALL:
O 1 - TEMPORARY BLOWOFF PER CITY OF
MERIDIAN STANDARD DRAWING SD -W13.
1 - 12' GATE VAVLE
INSTALL ±56 LF OF 16' STEEL SLEEVE PER
O7 CITY OF MERIDIAN STANDARD DRAWING
SW -2.
O INSTALL WATER CLASS C-900 SLEEVE ON
WATER THROUGH SEEPAGE BED.
OINSTALL 8' 45' BEND.
<8>INSTALL 12' TEE (ALL MJ)
WATER METER LEGEND
(PER SD -W1 & W2)
3/4' DOUBLE METER SERVICE.
d 3/4" SINGLE METER SERVICE.
NOTE:
THE CITY OF MERIDIAN REQUIRES THAT ALL
WATER METERS AND WATERWORKS BRASS BE
AN
61 CERTIFIED.
SEWER KEYNOTES
OINSTALL ±56 LF OF 12' STEEL SLEEVE PER
CITY OF MERIDIAN STANDARD DRAWING
SW -2.
OINSTALL WATER CLASS C-900 SLEEVE ON
SEWER SERVICE THROUGH SEEPAGE BED.
NOTE.
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE
ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE
PLAN. THE FOLLOWING CONDITIONS ARE USTED IN SECTION 6000
OF THE ACHD POUCY MANUAL.
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHAD_ BE
PARALLEL TO THE CENTERUNE OF THE STREET AND INCLUDE
ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%
OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE
THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO
ENSURE MATCH UNE DOES NOT FALL WITHIN THE WHEEL PATH
OF A LANE. MATCH UNE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4 FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF
THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD
INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME
IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED
IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE
I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL
STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND /
SD -806.
Q—:> -WE IDIAN-- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
Name Date t� Z — (%
U')
LO
N
d'
M
0
00
r
W
z
J
0
J
Q
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rz
V
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�--
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O
NOTE: ALL SEWER LENGTHS ARE MEASURE
C�
Ln
.. o
N
FACE OF SEWER MANHOLE TO FACE OF
vm=i
W
Z
SEWER MANHOLE
O
�
�I
30' GRAVITY
C�
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W
2' GRAVITY IRRIGATION MAIN
W
IRRRATION
MAIN \
FINISHED G
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F..:
U) 010
` \ 12"
GRAVITY
U
♦�
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r IRRI
4
3ATION MAIN
�
Q
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4 6-6
CONDUITS INSTALLED PER
i
d
C) �-
ID)HO
POWER FROM EASEMENT
T40 WEMENT Ll
" -- — — — —
Y
Z
8
EXISTING GRADE
V`-
mo
"
-5
Z
Y
4' PRESSURE
0 -
` —
UJ w
~
Z IRRIGATION MAIN
0
U
— — --
J
LL-
C�
100
SLEEVE FOR WATER MAIN
SLEEVE TO EXTEND FROM EASEMENT 7
UNE TO EASEMENT UNE
WATER
12' WATER12'
284 39 LF 8' SEINER
48'0
SSMH 3
®1.07X
8+
75 UNE A -SWR
RIM
714.2± SLEEVE FOR SEWER
N
4" I
2704 58-W SLEEVE TO EXTEND FROM
EASEMENT
4" I
2704.58 -SW UNE TO EASEMENT U
E
4" I
2704 58 -NE
8" 01
JT 2704.25-E
48"0 SSMH
® 1239;
5+21.35 UN
A -SWR
RIM 2710.11
8" IN 2701.
0-W
0
8" OUT 270'.10-E
48'0
5SMH 1
2+71.78
UN A - SWR
0+
00 LINE B -SWR
RIM 2706.7±
8' IN
2698 07-W
8" IN
2698.07-E
8" OLT
2697.97-N
Mille
6+00 5+00
4+00
3+00
2715
2710
2705
2700
2695
2690
2+50
N
ry
S
0 30' 60'
SCALE 1» ^ 30'
WATER KEYNOTES
INSTALL 12' TEE (ALL FLG)
2-12' GATE VAVLES (FLGxW).
O 1-12"x8" REDUCER (FLGxMJ).
ENSURE VALVE DOES NOT END UP IN
VALLEY GUTTER
O FIRE HYDRANT ASSEMBLY PER CITY OF
MERIDIAN STANDARD DRAWING W7 AND W9.
INSTALL 12'x6' TEE (MJ x FLG)
O 1-6" GATE VALVE (MJ x FLG)
INSTALL ±12.5 LF OF 6" WATER MAIN
ENSURE VALVE DOES NOT END UP IN CURB
O POTABLE/NONPOTABLE CROSSING. SEE
WATER NOTES 2 & 3 ON COVER SHEET.
OINSTALL 8" 90' BEND
INSTALL:
O 1 - TEMPORARY BLOWOFF PER CITY OF
MERIDIAN STANDARD DRAWING SD -W13.
1 - 12' GATE VAVLE
INSTALL ±56 LF OF 16' STEEL SLEEVE PER
O7 CITY OF MERIDIAN STANDARD DRAWING
SW -2.
O INSTALL WATER CLASS C-900 SLEEVE ON
WATER THROUGH SEEPAGE BED.
OINSTALL 8' 45' BEND.
<8>INSTALL 12' TEE (ALL MJ)
WATER METER LEGEND
(PER SD -W1 & W2)
3/4' DOUBLE METER SERVICE.
d 3/4" SINGLE METER SERVICE.
NOTE:
THE CITY OF MERIDIAN REQUIRES THAT ALL
WATER METERS AND WATERWORKS BRASS BE
AN
61 CERTIFIED.
SEWER KEYNOTES
OINSTALL ±56 LF OF 12' STEEL SLEEVE PER
CITY OF MERIDIAN STANDARD DRAWING
SW -2.
OINSTALL WATER CLASS C-900 SLEEVE ON
SEWER SERVICE THROUGH SEEPAGE BED.
NOTE.
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE
ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE
PLAN. THE FOLLOWING CONDITIONS ARE USTED IN SECTION 6000
OF THE ACHD POUCY MANUAL.
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHAD_ BE
PARALLEL TO THE CENTERUNE OF THE STREET AND INCLUDE
ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%
OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE
THE ENTIRE ROADWAY SURFACE.
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO
ENSURE MATCH UNE DOES NOT FALL WITHIN THE WHEEL PATH
OF A LANE. MATCH UNE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4 FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF
THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD
INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME
IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED
IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE
I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL
STANDARDS FOR ASPHALT REPAIR PER SD -301, SD -303 AND /
SD -806.
Q—:> -WE IDIAN-- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
Name Date t� Z — (%
U')
LO
N
d'
M
0
00
r
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09/27/17
C" 117- of 10,
SHEET
C4.1
N
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LO
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L
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0 30' 60' W
MOO w Ix
SCALE 1" = 30' z
J
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19.30FG LLQ
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4
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2706
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09/27/17
�v�q TE Of
SHEET
C5.0
INSTALL ±41 LF 12" SDR -35 GI
m
9
16
/
14
/
JN
6%
i
29
<
30 \ \
INSTALL ±183 LF SDR -35 12" GI MAIN
a
M
—__
IN ST ±77 5 LF 12' C-900 GI MAIN
77 LF 30' CLASS III RCP GI MAIN
L ON SHEET C3.2 AND C61
4
IRRIGATION NOTES:
1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS
2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF
RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
INSPECTIONS
3.) SEE SHEET C6.4 FOR PRESSURE IRRIGATION PLAN.
\` \ INSTALL. ±64 5 LF 12' C-900 GI
4-0
s
7 \ \
I
/ IN #27 12" SDR -35 GI MAIN
D�
6
INSTALL ±82.5 LF 12" SDR -35 GI MAIN
------ ------
aid
5
t
M�
F— S
i W BLUE DOWNS ST
{� TQAYS O rA P2712400AD
r TO BE �� AT 0
I
I
INSTALL ESTIMATED ±38.5 LF 12"
SDR -35 GI MAIN. SEE KEYNOTE #2
i
ill -- — — — —
t
z
W
PIR
J
------�-----
- 81d
aIs
N
E
S
0 30' 60'
SCALE 1" = 30'
IRRIGATION KEYNOTES
30" CLASS III RCP INV 2710.45 AT SOUTHEAST. INSTALL
HEADWALL WITH TRASH RACK. SEE DETAIL SHEET C3 2
AND SEE SHEET C6.1. TRASH RACK TO BE PER ACHD
OPOLICY SECTION 8200, DETAIL 02
1
30' CLASS III RCP INV 2710.10 AT NORTHWEST.
INSTALL HEADWALL WITH TRASH RACK. SEE DETAIL ON
SHEET C3.2 AND SEE SHEET C6.1. TRASH RACK TO BE
PER ACHD POLICY SECTION 8200, DETAIL 02.
EXISTING PIPE FLOWS FROM EXISTING GRAVITY IRRIGATION BOX
TO EXISTING DITCH, LENGTH OF EXISTING PIPE IS UNKNOWN.
CONTRACTOR TO FIELD VERIFY LENGTH OF EXISTING OUTFLOW
PIPE AND CONNECT TO EXISTING STUB. TOTAL LENGTH OF 12"
OPIPE RUN FROM EXISTING BOX TO NEW 30" STANDPIPE #4 TO
BE ±100.50 FEET. EXISTING INVERT AT BOX CALCULATED AT
±2710.00'. CONTRACTOR TO FIELD VERIFY INVERT OF PIPE AT
STUB BEFORE CONSTRUCTION TO ENSURE POSITIVE FLOW AWAY
FROM EXISTING BOX.
INSTALL 30" GRAVITY IRRIGATION STAND PIPE 'A' PER ISPWC
STANDARD DRAWING SD -620.
O3 RIM: ±2715.50'
12" INV IN: 2709.32'-S
12" INV OUT: 2709.32'-N
CONNECT TO EXISTING 12' GRAVITY IRRIGATION MAIN AND
INSTALL 30" GRAVITY IRRIGATION STAND PIPE "B' PER ISPWC
STANDARD DRAWING SD -620.
RIM. ±2715.50'
O12' INV IN: 2709.00'-S
EXISTING 12' INV OUT. 270673'-N
CONTRACTOR TO FIELD VERIFY EXISTING PIPE ELEVATION
BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY
FOR REDESIGN.
CONNECT TO EXISTING 12" GRAVITY IRRIGATION MAIN AND
INSTALL 30' GRAVITY IRRIGATION STAND PIPE "C WITH SLIDE
GATE - PER ISPWC STANDARD DRAWING SD -620.
RIM. ±2715.60'
O12' INV OUT. 2710.89'-N
EXISTING 12" INV IN: 2710.89'-E
CONTRACTOR TO FIELD VERIFY EXISTING PIPE ELEVATION
BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY
FOR REDESIGN.
INSTALL 30' GRAVITY IRRIGATION STAND PIPE b" PER ISPWC
STANDARD DRAWING SD -620.
ORIM: ±2714.00'
12" INV IN. 2710.81' -SE
12" INV OUT: 271081' -NW
INSTALL 30" GRAVITY IRRIGATION STAND PIPE 'E' PER ISPWC
STANDARD DRAWING SD -620.
ORIM: ±2716.00'
12' INV IN: 271078'-S
12" INV OUT: 2710.78'-N
INSTALL 30" GRAVITY IRRIGATION STAND PIPE "F' PER ISPWC
STANDARD DRAWING SD -620.
O8 RIM: ±2715.90'
12" INV IN: 2710.67'-S
12' INV OUT: 271067'-N
INSTALL 30" GRAVITY IRRIGATION STAND PIPE "G' PER ISPWC
STANDARD DRAWING SD -620.
ORIM: ±2714.73'
12" INV IN: 2710.46'-S
12' INV OUT. 2710.46'-N
CONNECT TO EXISTING 12" GRAVITY IRRIGATION DRAIN DITCH
INSTALL 30" GRAVITY IRRIGATION STAND PIPE "H' PER ISPWC
STANDARD DRAWING SD -620.
RIM. ±2714.85'
10 12" INV IN: 27010.35'-S
12: OUT AT DITCH BOTTOM: 2711.77'-N
CONTRACTOR TO FIELD VERIFY EXISTING DITCH ELEVATION
BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY
FOR REDESIGN.
RELOCATE EXISTING PIPE TO DISCHARGE INTO EXISTING
MANHOLE. PIPE CURRENTLY EXITS EXISTING GRAVITY IRRIGATION
BOX FROM THE SOUTH SIDE AND FLOWS INTO AN EXISTING
11 IRRIGATION DITCH. CONNECT TO EXISTING GRAVITY IRRIGATION
MANHOLE EXISTING 12" INV AT MANHOLE CALCULATED AT
2708.42' CONTRACTOR TO FIELD VERIFY EXISTING ELEVATION.
IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT ENGINEER
OF RECORD IMMEDIATELY.
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY — DATE \A
ADA INT IG Y DISTRICT
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2720 r---
2715
SUNDELL LATERAL PROFILE
1+00
SIDEWALK AND CURB 0+9199 CL INT
AND GUTTER (TYP.)i--� 2715 08PV
2
HEADWALL WITH H RACK PER ACHD
POLICY SECTION 8200, DETAIL 02.
76.6. -\ -5 LF 30" GIRR � 0.46%
2710 _-- — — '— —
1+30.48
INV=2710.10
6-6' IDAHO
12' WATER MAIN POWER
CONDUIT
2705
2700 1-
1+80
1+00
1FT MIN LANDING BEHIND
SIDEWALK (TYP.)
0+00
—, 2720
2715
HEADWALL WITH TRASH CK PER ACHD
POLICY SECTION 8200, )ETAIL 02
2710
0+53.83
INV=2710.45
8" SEWER MAIN
2705
—' 2700
0+00
NOTE:
1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS
2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF
RECORD GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
INSPECTIONS.
BACKFILL W/ SUITABLE ONSITE
MATERIALS. COMPACT TO 95%
STANDARD PROCTOR.
30" CLASS III RCP
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MATERIALS. COMPACT TO 95%
STANDARD PROCTOR.
TYPICAL PIPE BEDDING TRENCH DETAIL
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30" CLASS III RCP
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BEDDING CHIPS
TYPICAL PIPE BEDDING TRENCH DETAIL
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(-,-:>--Yl E IDIAN- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Speafcations
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards andSpecificationsbefore said revision is constructed.
Name Date —17
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE
ADA COUqY HIOW6 DISTRICT
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30' CLASS III RCP INV 2710.45 AT SOUTHEAST INSTALL
WITH TRASH RACK. SEE DETAIL SHEET C3.2.
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30" CLASS III RCP INV 2710.10 AT NORTHWEST
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ACHD REQUIRES A 1 FT MINIMUM LEVEL LANDING BEHIND
SIDEWALKS. THIS LEVEL LANDING IS SHOWN ON THE
WC:)
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OTYPICAL
48FT SECTION DETAIL ON SHEET C3 2 SLOPES
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BEHIND THIS LEVEL LANDING MUST NOT EXCEED 3:1
CATCH SLOPE TO THE TOP OF THE HEADWALL.
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(-,-:>--Yl E IDIAN- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Speafcations
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards andSpecificationsbefore said revision is constructed.
Name Date —17
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE
ADA COUqY HIOW6 DISTRICT
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I I I W BLUE DOWNS ST I II I
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REMOVE EXISTING ABOVE GROUND GRAVITY IRRIGATION UNE. Z
2 \\ 3 4 rJ -7 I I I CONNECT TO EXISTING GRAVITY IRRIGATION MANHOLE. EXISTING <:C
0
\ / I 8 I 9 1 O I z 12' INV AT CALCULATED AT 2708.42. CONTRACTOR TO FIELD — f --- —
U VERIFY EXISTING ELEVATION. IF DISCREPANCIES OCCUR, Q Cn U
CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY. O
SEE SHEET C6.0, I I SEE SHEET C6.3
\ ( I I RELOCATE EXISTING PIPE TO DISCHARGE INTO EXISTING W
\ I I I Q
BOX MANHOLE.
0 THE SOSIDIPE E IRRIGATIONRENTLY EXITS EXISTING GRAVITY
E AND MOWS INTO AN EXISTING
O
\ I I I IRRIGATION DITCH. Q
160•' 2 0
------ -----
ale Iale — — — — — —
— — — — — -- _aid_ — —1 +00 2+00 ald — — —4ale m
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ale
CGIMH 1 j
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\ STA 3+62.44 STA 5+18 87
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PUMP STATION OVERFLOW PROFILE
-0+35 0+00 1+00 2+00 3+00 4+00 5+00 5+50 CD
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2710 2710
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IRRIGATION NOTES: U� Q
1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW CL
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS �- �--
2 ) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF
RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
2705 2705 3)
INSPECTIONS.
SHEET C6 4 FOR PRESSURE IRRIGATION PLAN.
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C�iYI E IDIAN�-- APPROVED FOR
IDAHO CONSTRUCTION t� o m
These plans and/or specifications have been reviewed for Z o N
2700 2700 compliance with Meridian City Standards and Specifcations. � � 1,10"
o
This review does not relieve the owner, engineer, or contractor U v o
of the responsibility to design and/or construct those facilities LU ,_ co
in compliance with all current applicable federal, state and local V) o i
laws, rules, regulations, ordinances, development agreements, a ,y; CO oLj
specifications, orders or approvals, all of which the City retains Z ; (D W x "
the right to enforce. Inconsistencies not noted by City staff shall ; o
not be construed as approved unless specifically addressed o a o Y m
in writing by the City. Any proposed revision to these plans must M m o W
be submitted for review and compliance with the Meridian City V m o S
Standards and Specifications before said revision is constructed w a
2695 2695 Q W w ..
-0+35 0+00 1+00 2+00 3+00 4+00 5+00 5+50 Name Date II -'Z —I n v o- o
Plans Are Accepted For Public 5s`° ST NA F
Street Construction
By stamping and signing the improvement plans, the Registered 9412 'a
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically 10/17/17
and previously approved by the District in writing. Acceptance of the C" 1%1 rF OF OPO 't -
improvement
improvement plans by the District does not relieve the Registered tig0 S. KIN`���
Engineer of these responsibilities.
BY DATE SHEET
ADA COUNTY HIGHWAY DISTRICT
co
FINISHED GRADE
EXISTING GRADE
I I �.� � 12" PTP -80 GIRR ®0.88%—
II 2 `
II
0+00 00 ODERMH 1 157.43 IF 12" C_g� GIRR ®1,E6% •
RIM 2712.Sf PROFILE NOTES:
12' IN 2708.42-W O
12' IN 2708 42 -SW 1.) ALL GRAVITY IRRIGATION PIPES SHOWN ARE 12" ATER
12' OUT 2708.42-E MEASURED FROM GRAVITY IRRIGATION MANHOLE TO
SUMP 2706.42 GRAVITY IRRIGATION MANHOLE.
2) ALL GRAVITY IRRIGATION MANHOLES ARE TO BE
30' AND ARE TO BE INSTALLED PER ISPWC SD -620. GIRR CYLiNDERMH 2
3.) ALL GRAVITY IRRIGATION PIPE SHALL BE PIP -80 3+62.44 0.0'
UNLESS OTHERWISE CALLED OUT RIM 2710 6t
12' IN
2705 25-W
SUMP 2703.15
GIRR CYLJN
RMH 3
5+18 87 0
R
RIM 2708 5
12" IN 270
.92-W
12" OUT 27
2 82-N
SUMP 2700
2
SEE SHEET C6.2
5+00
2710
2705
2700
2695
2690
5+00
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STA. 6+76.36
2 ISI (� 2 1
PUMP STATION OVERFLOW PROFILE
6+00 7+00 8+00
9+00
1
9+50
2710
6+00
7+00
9+00
2705
2700
D
2695
2690
9+50
l�
SCALE 1" = 30'
IRRIGATION KEYNOTES
CONNECT TO EXISTING 12' GRAVITY IRRIGATION PIPE WITH 12'
O22.5 BEND. EXISTING iNVERT CALCULATED AT 2696 42'.
CONTRACTOR TO FIELD VERIFY BEFORE CONSTRUCTION. IF
DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT ENGINEER
IMMEDIATELY FOR REDESIGN.
CONTRACTOR TO VERIFY ELEVATIONS OF EXISTING SEWER AND
WATER STUBS BEFORE CONSTRUCTION OF PRESSURE IRRIGATION
2OMAIN AND GRAVITY IRRIGATION MAIN. IF CONFLICTS OCCUR,
CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY
FOR REDESIGN.
IRRIGATION NOTES:
1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS
2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF
RECORD GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
INSPECTIONS.
3.) SEE SHEET C6 4 FOR PRESSURE IRRIGATION PIAN
C�iYI E IDIAN� APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed
Name Date ( 2,1 —1
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE s s 134.
ADA CONTOF G WAY DISTRICT
Ln
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U
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RAVITY IRRIGATION PIPES SHOWN ARE
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U
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RRIGATION MANHOLE.
EAGRAr
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FINISHED GRADE
RAVITY IRRIGATION MANHOLES ARE TO BE
ARE TO BE INSTALLED PER ISPWC SD -620.
RAVITY IRRIGATION PIPE SHALL BE PIP -80
J
\
THERWISE CALLED OUT
O
i 00.0iP-
GIRR ®�» I'80
1 ~-
57�;
49.5 LF 12' C-900
\ \
\
GIRR ® 0.20%
\
12" WATER
\ \
2
228.5 LF...............1
2"
\ �-
GIRR CYLINDERMH 3
GIRR ®
�-80
5+18.87 0.O'R
1.9"
y;
6 7 LF 12" PIP -
RIM 2708.51
GIRR ®030%
12" IN 270292-W
12" OUT 2702.82-N
GIRR CYLNIDERMH
4
GIRR CYLJNDE
MH 5
SUMP 2700.82
6+22 87
0
g" SEWER
6+76.36 0.0'
EXISTING 12" GIRR
RIM 270
12" IN 2",01.25-S
9±
2
RIM 2706.0±
INV AT- 2696.42'
12" OUT
701.15-N
12" IN 2701 0
-S
SUMP 209.15
12" OUT 270095-N
SUMP 2698.9
.
1
GIRR CYLINDERMH
9+08.90 0 0
RIM 2700 6±
12" IN 2696.54-S
12" OUT 2696.44
SUMP 2694 44
6+00
7+00
9+00
2705
2700
D
2695
2690
9+50
l�
SCALE 1" = 30'
IRRIGATION KEYNOTES
CONNECT TO EXISTING 12' GRAVITY IRRIGATION PIPE WITH 12'
O22.5 BEND. EXISTING iNVERT CALCULATED AT 2696 42'.
CONTRACTOR TO FIELD VERIFY BEFORE CONSTRUCTION. IF
DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT ENGINEER
IMMEDIATELY FOR REDESIGN.
CONTRACTOR TO VERIFY ELEVATIONS OF EXISTING SEWER AND
WATER STUBS BEFORE CONSTRUCTION OF PRESSURE IRRIGATION
2OMAIN AND GRAVITY IRRIGATION MAIN. IF CONFLICTS OCCUR,
CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY
FOR REDESIGN.
IRRIGATION NOTES:
1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS
2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF
RECORD GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
INSPECTIONS.
3.) SEE SHEET C6 4 FOR PRESSURE IRRIGATION PIAN
C�iYI E IDIAN� APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed
Name Date ( 2,1 —1
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE s s 134.
ADA CONTOF G WAY DISTRICT
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11
PI CROSSING PROFILE
0+49 0+00
2720 1 1 2720
2715
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CONNECT TO EXISTING PRESSURE IRRIGATION STUB AND
V
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0+29.97
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2710.66
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THE EAST SIDE OF THE BUILDING AS SHOWN.
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CONNECT TO EXISTING PRESSURE IRRIGATION STUB.
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1-6" TEE
INSTALL 16.5 LF 4" PI MAIN
SU
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1-6'x4" REDUCER
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1-6' 22.5 ELBOW
2710
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1-6" GATE VALVE
2710
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0+2997
0
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1-4" GATE VALVE AND THRUST BLOCK
12
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2707.66
9412
TOP SLEEVE
OINSTALL
1-4' 90' ELBOW AND THRUST BLOCK
13
`- 8' C-900 SLEEVE
2705 2705
0+49 0+00
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14.00'
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INSTALL ±38 LF I M
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INSTALL ±105.5 LF 4" PI MAIN I :g! I I 5 13
(D INSTALL f49 LF 'T'1. MAIN 10 1
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11
23
INSTALL ±348 LF 4' PI MAIN
NOTE:
1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS
2) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF
RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
INSPECTIONS
3 ) SEE SHEETS C6.0 -C6.3 FOR GRAVITY IRRIGATION
PIRR-
PIR PIR PIR
11
CONNECT TO EXISTING 6' PRESSURE
IRRIGATION MAIN LINE AND INSTALL ( I I I I
A%* r_ATr VAI yr
M M M
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s INSTALL s ±62.5 -LF -6 PI MAIN — —
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6
5 LF 4" PI MAIN
STALL ±72 IF 4" PI MAIN
C2)V\3 4 5
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10
INSTALL ±12 5 IF 4" PI MAIN
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11 1
SEE PROFILE THIS SHEET -
11
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6
INSTALL ±523.5 LF 4" PI MAIN
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1-6" TEE
INSTALL 16.5 LF 4" PI MAIN
W
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1-6'x4" REDUCER
Q
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1-6' 22.5 ELBOW
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1-6" GATE VALVE
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STANDARD DRAWING IRRIG-02
5
INSTALL
1-4" GATE VALVE AND THRUST BLOCK
12
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INSTALL ±244 LF 4' PI MAIN
11
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1-6' 22.5 ELBOW
Q
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TEE AND THRUST BLOCK.
11
INSTALL TYPICAL LOT SERVICES PER NEW YORK IRRIGATION
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11 11 11
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EXISTING PRESSURE IRRIGATION MAIN, TO BE RELOCATED.
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CONNECT TO EXISTING PRESSURE IRRIGATION STUB AND
V
RE -USE EXISTING GATE VALVES, PIPE AND SLEEVE IF POSSIBLE.
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INSTALL 4" 90' ELBOW AND THRUST BLOCK.
V
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o
THE EAST SIDE OF THE BUILDING AS SHOWN.
W w 0
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11 11 11
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0 30' 60'
SCALE 1" = 30'
(::E IDIAN�- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications
Specifications before said revision is constructed
Name—" o/VVt Date JI --"Z t — 17
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE
ADA NTY IGT AY DISTRICT
WE
I
PRESSURE IRRIGATION KEYNOTES
EXISTING PRESSURE IRRIGATION MAIN, TO BE RELOCATED.
Y
CONNECT TO EXISTING PRESSURE IRRIGATION STUB AND
1
RE -USE EXISTING GATE VALVES, PIPE AND SLEEVE IF POSSIBLE.
O
INSTALL 4" 90' ELBOW AND THRUST BLOCK.
Cx
RELOCATE EXISTING PRESSURE IRRIGATION DISCHARGE PIPE TO
o
THE EAST SIDE OF THE BUILDING AS SHOWN.
± 51-F OF 6' MAIN
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CONNECT TO EXISTING PRESSURE IRRIGATION STUB.
OINSTALL
1-6" TEE
U
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1-6'x4" REDUCER
0
z
Q W N
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1-4' GATE VALVE
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INSTALL AIR RELEASE PER NEW YORK IRRIGATION STANDARD
00
Ngo
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DRAWING IRRIG-01.
O3
INSTALL
1-6' 22.5 ELBOW
W w =
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1-6" GATE VALVE
10
INSTALL C900 SLEEVE ON PRESSURE IRRIGATION MAIN. SEE
W
s
PLAN FOR LENGTH
O1-4"
INSTALL
TEE AND THRUST BLOCK.
11
INSTALL TYPICAL LOT SERVICES PER NEW YORK IRRIGATION
1-4" GATE VALVE
0 U 0
STANDARD DRAWING IRRIG-02
5
INSTALL
1-4" GATE VALVE AND THRUST BLOCK
12
O
INSTALL
9412
1-4" 45 BEND AND THRUST BLOCK
OINSTALL
1-4' 90' ELBOW AND THRUST BLOCK
13
INSTALL
1-4" 45 BEND AND THRUST BLOCK
1-4" 22.5 BEND
N
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f I
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( 11 11 11
-;+---$ --------------- --
� aw
a�� ais
E
0 30' 60'
SCALE 1" = 30'
(::E IDIAN�- APPROVED FOR
IDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications
Specifications before said revision is constructed
Name—" o/VVt Date JI --"Z t — 17
Plans Are Accepted For Public
Street Construction
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY DATE
ADA NTY IGT AY DISTRICT
WE
I
Y
Zm
Cx
o
co
WLU
"00
U
W O
0
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Q W N
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W w =
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W
s
w
Y
w
x=Q=:I
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11 C�
SAO NA t F
5 G ST R G'
9412
11/7/17
Ch,TATE OF IVII' V -
.KI
SHEET
C6.4