PUBLIC UTILITY PLAN V1rAJ\1!!1_yAI1
1. 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), MERIDIAN DESIGN STANDARDS, 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 SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES
DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO 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 THE CITY OF MERIDIAN ON SITE AT ALL TIMES.
4. ALL CONTRACTORS SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES.
7. 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.
8. 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.
9. 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.
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE
MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY
ENGINEER.
WATER
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 THEWASTEWATER 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 THEWASTEWATER RULES (IDAPA 58.01.16).
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE
BEDS, DRAINAGE SWALES).
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
SEWER
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. 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 THEWASTEWATER 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 THEWASTEWATER
RULES (IDAPA 58.01.16).
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A
STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
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 CRITICAL 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 LIABILITY 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
PRESSURE IRRIGATION
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS
BEING CONSTRUCTED.
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND
THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY
(DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT.
ROADWAY CITY OF MERIDIAN
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY
CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE
THE PIPE ZONE.
ROADWAY(ACHD)
IC 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 ADDITIONAL COMPENSATION.
3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES (208-387-6284). CONTACT ACHD A
MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST.
4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL
INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS.
5. EXISTING 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 COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE
CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION.
8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT.
9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, 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 LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT.
11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR.
12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 AND THE
ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS.
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD
DRAWINGS: (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.
STREET LIGHTING
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE.
2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT
KMIS-//CMZENPORTAL.MERIDIANCfiY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS.
3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE
AND ASSOCIATED WIRING.
4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER
METERS.
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN
SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS
DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION.
6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY
CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS.
DRAINAGE
1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION.
FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND
CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE
INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT..
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VACINITY MAP
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- SHEET INDEX -
C1.0 GENERAL NOTES & VICINITY MAP
C2.0 HORIZONTAL CONTROL PLAN
C3.0 VENABLE AVE PLAN AND PROFILE
C3.1 VENABLE AVE PLAN AND PROFILE
C3.2 INTERIOR GRADING PLAN NORTH
C3.3 INTERIOR GRADING PLAN SOUTH
C3.4 DRAINAGE AND CONCRETE DETAILS
C3.5 ACHD DRAINAGE DETAILS
C3.6 WRANGLER ST PLAN AND PROFILE
C3.7 RIDGEBURY AVE PLAN AND PROFILE AND POND DETAILS
C4.0 MASTER UTILITY SHEET
C4.1 UTILITY PLAN & PROFILE; SEWER LINE A & WATER
C4.2 UTILITY PLAN & PROFILE; SEWER LINE A & WATER
C4.3 UTILITY PLAN & PROFILE; SEWER LINE B & WATER
C4.4 UTILITY PLAN & PROFILE; SEWER LINE C & WATER
C4.5 UTILITY PLAN & PROFILE; SEWER LINE D & WATER
C4.6 UTILITY PLAN & PROFILE; SEWER LINE E & WATER
C4.7 UTILITY PLAN & PROFILE; SEWER LINE F & WATER
C4.8 UTILITY PLAN & PROFILE; SEWER LINE B & WATER
C4.9 PRESSURE IRRIGATION PLAN VIEW
C4.10 STREET LIGHT PLAN VIEW
C4.11 FIRE HYDRANT TO FDC LOCATIONS
C5.0 SITE GRADING PLAN - NORTH
C5.1 SITE GRADING PLAN - SOUTH
C6.0 GRAVITY IRRIGATION PLAN
C6.1 PUMP STATION
GENERAL CONTRACTOR/DEVELOPER
PHOENIX COMMERCIAL CONSTRUCTION
SHANNON ROBNETT
3818 NEWBY STREET
NAMPA, IDAHO 83687
208-284-7889
shannonrobnett®gmail.com
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
ADA COUNTY HIGHWAY DISTRICT
DATE
Ci E IAN 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.
Date
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EXISTING POWER POLE TO BE RELOCATED. COORDINATE
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INSTALL ACHD ROADSIDE SWALE PER ACHD BMP 30.
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SEE ROAD SECTION DETAIL ON SHEET C3.3.
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SEE DETAIL ON SHEET C3.3..3.
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PROTECT IN PLACE EXISTING GRAVITY IRRIGATION MAIN
O8 AND STRUCTURES.
OINSTALL "NO PARKING" SIGNS PER MUTCD STANDARDS.
10 INSTALL SPEED LIMIT SIGN PER MUTCD STANDARDS.
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NOTE:
1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE
\ LL
OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS
Q
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
'TRAFFIC
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MATS NOT ALLOWED) AND SHALL BE COLORED YELLOW'
2. ANY ABANDONED BUILDINGS, 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
W
VENABLE-WRANGLER PROFILE
REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION
0+00 1 +00
2+00
3+00
4+00
5+00 6+00
7+00 7+50
AND A COPY OF THE COMPACTION TESTS.
3. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50
INCH (") MIX, PG 58-28 THREE INCHES (3") THICK
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT
Q
ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY
O
AND EXISTING PAVEMENT MARKINGS. FOR SUBDIVISION SIGN
.
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INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD
AND OBTAIN A NO RIGHT OF WAY PERMIT.
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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
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
policies and standards. Variances or waivers must be specifically
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and previously approved by the District in writing. Acceptance of
the
5/18/21
improvement plans by the District does not relieve the Registered
s 0
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Engineer of these responsibilities.
o rE OF co P' e
ygOS.KIN���
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BY - " IPZ� DATE 05/28/2021
ADA COUNTY HIGHWAY DISTRICT
SHEET
C3.0
ACHD ROW
I�
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IM /
9+07.51 N
78.55 C =
�78.70LIP
O
VENABLE-WRANGLER PROFILE
7+00 8+00 8+75
2580
2575
2570
7+00
J��POV
c�
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+ �
EXISTING GRADE
m
__ -----
- - - 0.50%
0.50%
---- ��.
FINISHED GRADE
8+00
2580
2575
2570
8+75
------2580 ---_ _
0 30, 60
SCALE 1" = 30'
KEYNOTES
INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD
OSUPPLEMENTAL DRAWING SD-712C TYPE "C3".
SEE NOTE THIS SHEET.
OSAWCUT A MINIMUM OF 2FT ALONG THE EXISTING EDGE
2 OF PAVEMENT. PATCH AND REPAIR PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD-301, SD-303, AND SD-806.
OINSTALL SHALLOW INLET PER ACHD SUPPLEMENTAL
DRAWING SD-715.
OINSTALL ACHD ROADSIDE SWALE PER ACHD BMP 30.
4 SEE ROAD SECTION DETAIL ON SHEET C3.3.
OEXISTING POWER POLE TO BE RELOCATED.
COORDINATE RELOCATION WITH IDAHO POWER.
(D INSTALL "NO PARKING° SIGN PER MUTCD STANDARDS.
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 ABANDONED BUILDINGS, 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 SPECIFICATION AND A COPY OF THE COMPACTION
TESTS.
3. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3,
0.50 INCH 6") MIX, PG 58-28 THREE INCHES (3") THICK
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT
ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH
POLICY AND EXISTING PAVEMENT MARKINGS. FOR SUBDIVISION
SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED
WITH ACHD AND OBTAIN A NO -CHARGE RIGHT OF WAY
PERMIT.
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
ADA COUNTY HIGHWAY DISTRICT
DATE
11.0
CID
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0 30' 60
SCALE 1" = 30'
-KEYNOTES-
INSTALL NEW 5FT WIDE SIDEWALK PER ISPWC AND ACHD
OSTANDARD
DRAWINGS SD-709. SIDEWALK 6" THICK AND TO BE
FLUSH WITH ASPHALT TO ALLOW DRIVE ACCESS TO TOWNHOUSES.
SEE DETAIL ON SHEET C3.4.
7' WIDE SIDEWALK POURED BEHIND EXTRUDED CURB.
OINSTALL
TYPICAL IN FRONT OF PARKING STALLS. SEE DETAIL ON SHEET C3.4.
OINSTALL
EXTRUDED CURB. SEE DETAIL ON SHEET C3.4.
NEW VERTICAL CURB AND GUTTER PER ISPWC AND ACHD
OINSTALL
STANDARD DRAWING SD-701.
VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL
OINSTALL
DRAWING SD-708.
PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL
OINSTALL
SD-712C TYPE C4
INSTALL LAYDOWN PEDESTRIAN CURB RAMP. SEE DETAIL ON SHEET
(D
C3.4.
CONCRETE SLAB FOR TRASH ENCLOSURE. SEE SHEET C3.4
OINSTALL
FOR SLAB SECTION.
5 FT SIDEWALK POURED BEHIND VERTICAL CURB PER
OINSTALL
ISPWC AND ACHD SD-701 AND SD-709.
INSTALL 24FT WIDE DRIVEWAY APPROACH PER ISPWC AND ACHD
1 0
SUPPLEMENTAL DRAWING SD-710A.
INSTALL PERMEABLE PAVER SECTION 1. SEE DETAIL ON SHEET
1 1
C3.4. PERMEABLE PAVERS SECTION 1 TO BE 16,400 SF.
INSTALL FRENCH DRAIN IN ORDER TO DISPOSE OF BUILDING ROOF
12
STORM WATER. FRENCH DRAIN TO BE 5'Wx3'Dx6O'L. 8" FULLY
PERFORATED PIPE TO BE INSTALLED IN DRAIN IN ORDER TO
CONNECT 4" ROOF DRAIN PIPES TO DRAIN. SEE DETAIL ON SHEET
C3.4.
1 3
INSTALL 4" ADS-1112 ALONG BUILDING FOUNDATION AS NEEDED TO
CONNECT TO ALL ROOF DRAINS. SEE DETAIL ON SHEET C3.4 FOR
CONNECTION OF ROOF DRAIN TO 4" ADS-N12.
INSTALL 8" RIBBON CURB ON ENDS OF PAVER SECTIONS. SEE
1 4
DETAIL ON SHEER C3.4.
CONTRACTOR TO HAND FOR VALLEY GUTTER TO FLOW INTO
1 5
CURB/ONTO PAVERS.
INSTALL CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
1 6
LIP 78.91. 8" INV 2577.55.
INSTALL ±22 LF 8" SDR-35 ®0.22%. INVERT AT CATCH BASIN
1
2577.55. INVERT AT RAIN GARDEN 2577.50' .
1 8
INSTALL RAIN GARDEN. SEE SHEET C5.0 FOR GRADES.
19
INSTALL 4" NYOPLAST AREA DRAIN IN DOG WASH STATION. RUN
±14 LF 4" SDR-35 FROM DRAIN, UNDER SIDEWALK, TO ASPHALT
SURFACE IN ORDER TO CONVEY DOG WASH DRAIN TO STORM BED.
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 ABANDONED BUILDINGS, 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 SPECIFICATION AND A COPY OF THE COMPACTION
TESTS.
3. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3,
0.50 INCH 6") MIX, PG 58-28 THREE INCHES (Y) THICK
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT
ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH
POLICY AND EXISTING PAVEMENT MARKINGS. FOR SUBDIVISION
SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED
WITH ACHD AND OBTAIN A NO -CHARGE RIGHT OF WAY
PERMIT.
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-KEYNOTES-
INSTALL NEW 5F1 WIDE SIDEWALK PER ISPWC AND ACHD
OSTANDARD DRAWINGS SD-709. SIDEWALK 6" THICK AND TO BE
FLUSH WITH ASPHALT TO ALLOW DRIVE ACCESS TO TOWNHOUSES.
SEE DETAIL ON SHEET C3.4.
OINSTALL 7' WIDE SIDEWALK POURED BEHIND EXTRUDED CURB.
TYPICAL IN FRONT OF PARKING STALLS. SEE DETAIL ON SHEET C3.4.
O3 INSTALL EXTRUDED CURB. SEE DETAIL ON SHEET C3.4.
OINSTALL NEW VERTICAL CURB AND GUTTER PER ISPWC AND ACHD
STANDARD DRAWING SD-701.
OINSTALL VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL
DRAWING SD-708.
OINSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL
SD-712C TYPE C4
OINSTALL LAYDOWN PEDESTRIAN CURB RAMP. SEE DETAIL ON SHEET
C3.4.
OINSTALL CONCRETE SLAB FOR TRASH ENCLOSURE. SEE SHEET C3.4
FOR SLAB SECTION.
OINSTALL 5 FT SIDEWALK POURED BEHIND EXTRUDED CURB. SEE
DETAIL ON SHEET C3.4.
10 INSTALL 24FT WIDE DRIVEWAY APPROACH PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD-710A.
1 1 INSTALL PERMEABLE PAVER SECTION 2. SEE DETAIL ON SHEET
C3.4. PERMEABLE PAVERS SECTION 2 TO BE 4,900 SF.
INSTALL FRENCH DRAIN IN ORDER TO DISPOSE OF BUILDING ROOF
STORM WATER. FRENCH DRAIN TO BE 5'Wx3'Dx6O'L. 8" FULLY
12 PERFORATED PIPE TO BE INSTALLED IN DRAIN IN ORDER TO
CONNECT 4" ROOF DRAIN PIPES TO DRAIN. SEE DETAIL ON SHEET
C3.4.
INSTALL 4" ADS-N12 ALONG BUILDING FOUNDATION AS NEEDED TO
13 CONNECT TO ALL ROOF DRAINS. SEE DETAIL ON SHEET C3.4 FOR
CONNECTION OF ROOF DRAIN TO 4" ADS-1112.
14 INSTALL 8' RIBBON CURB ON ENDS OF PAVER SECTIONS. SEE
DETAIL ON SHEER C3.4.
OCONTRACTOR TO HAND FOR VALLEY GUTTER TO FLOW INTO
15 CURB/ONTO PAVERS.
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 ABANDONED BUILDINGS, 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 SPECIFICATION AND A COPY OF THE COMPACTION
TESTS.
3. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3,
0.50 INCH (2") MIX, PG 58-28 THREE INCHES (Y) THICK
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT
ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH
POLICY AND EXISTING PAVEMENT MARKINGS. FOR SUBDIVISION
SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED
WITH ACHD AND OBTAIN A NO -CHARGE RIGHT OF WAY
PERMIT.
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"9412
5/18/21
SHEET
C3.3
U 3" OF ASPHALT PAVEMENT
6" OF 3/4"
CRUSHED AGGREGATE
BASE
_----�12" OF 6" MINUS
PIT RUN
ASPHALT PAVING SECTION
-NTS-
5.00'
2" DRAIN
ROCK
4" ROOF DRAIN:
8"
PERFORATED
PIPE
FILTER SAND
PER ISPWC
SECTION 801
REQUIRED STORAGE
PER BUILDING:
BOTTOM OF SYSTEM TO
(40% VOIDS):
BE EXCAVATED AND INSTALLED
351 OF
INTO FREE DRAINING MATERIALS.
PROVIDED STORAGE
PER BUILDING
0% VOIDS):
360 OF
FRENCH DRAIN
-NTS-
4" MAIN
DOWNSPOUT
EXTEND PIPE A MINIMUM OF
6' ABOVE FINISHED GRADE
4" ADS PIPE. PIPE TO GO OVER TOP OF FOOTING
AND UP STEM WALL FOR ATTACHMENT TO DOWN
SPOUT. COORDINATE DOWN SPOUT LOCATION WITH
+ PROJECT MANGER.
ROOF DRAIN DETAIL
-NTS-
/
2'-0"
6" 1' 6"
LANDSCAPE AREA
ASPHALT
CONCRETE
i
INSTALL PER ACHD SUPPLEMENTAL DRAWING SD-701R COMPACTED
BASE COURSE
REVERSE LIP CURB & GUTTER
-NTS-
�� 6" OF PORTLAND
CEMENT CONCRETE
6° OF COMPACTED
CRUSHED AGGREGATE
BASE
COMPACT SUBGRADE
TO 95%
CONCRETE PAVING SECTION
-NTS-
BASE
1 " RAD. 1 /2" RAD.
ASPHALT AND
BASE
REFERENCE PAVEMENT SECTIONS FOR SUB BASE REQUIREMENTS
EXTRUDED CURB
- NITS -
0.67 FT (8 IN)
SEE PAVER
SEE ASPHALT SECTION
SECTION
8" - CONCRETE
4° - 3/4" MINUS
CRUSHED GRAVEL
RIBBON CURB
- NTS -
CONCRETE WALK
FLUSH WITH ASPHALT
TYPICAL.
5.00'
—MAX CROSS SLOPE 1.75% 1
_4" OF 3/4" MINUS
CRUSHED GRAVEL
COMPACTED SUBGRADE
SEE ASPHALT SECTION DETAIL
FOR ASPHALT SECTION
THICKNESS.
5 FOOT SIDEWALK
NTS
THE WESTERN SIDE OF VENABLE AVE MAY ALREADY HAVE 5 FT DETACHED SIDEWALK INSTALLED. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATIONS.
PER GEOTECHNICAL ENGINEERING REPORT DATED APRIL 8, 2019 INFILTRATION RATE WAS DETERMINED TO BE 2.5 DRAINAGE AND
INCHES PER HOURS. ACHD INSPECTION STAFF MUST VERIFY INFILTRATION RATES FOR SWALES. SIDEWALK EASEMENT
LINE.
54'-0"
36'-0"
112" 14'-6" 14'-6" 17.00' 5'-0" I 2'-O" MINIMUM 1FT LEVEL
24
24" I LANDING BEHIND
I 12"-6"' 12'-6'" SIDEWALK.
EXISTING SIDEWALK 13.00'
31
& LANFSCAPEING G�
! 2.0D% SLOPE 2.00% SLOPE
Ir 2.0o Fl<( M�k cUT
EXTEND BASE MATERIAL
6" BEHIND CURB (TYP) 20" OF 6" CONCRETE SIDEWALK
MINUS PIT RUN PER ISPWC & ACHD SUPPLEMENTAL
INSTALL REVERSE LIP 4" OF 3/4" MINUS DRAWING SD-709 (TYP).
CURB & GUTTER PER CRUSHED GRAVEL BIORETENTION SWALE PER ACHD
ACHD SUPPLEMENTAL BMP-30. SEE SHEET C3.5 FOR DETAILS.
SD-701R SEE DETAIL
THIS SHEET. SP-3 0.5" (1/2") MIX
PG 64-28 3 INCH THICK STANDARD VERTICAL CURB & GUTTER (ACHD SD-701)
TYPICAL AS PER PLANS
VENABLE NORTH OF ENTRANCE TO SUMMERTOWN (COLLECTOR)
-NTS-
CONCRETE, A 4000 PSI -AIR ENTRAINED CONCRETE MIX DESIGN THAT MEETS THE
ISPWC REQUIREMENTS FOR STREET CONSTRUCTION IS REQUIRED.
CONCRETE SIDEWALK PER
ISPWC & ACHD SD-709
6"
ASPHALT AND 6.50'
BASE
BASE
REFERENCE PAVEMENT SECTIONS FOR SUB BASE REQUIREMENTS
EXTRUDED CURB W/ SIDEWALK
-NTS-
3/8" SPACE (TYP.) —1F— ASTM NO AGGREGATE BETWEEN PAVERS
BRICK PAVER: SUPPLIED
BY BASALITE OR EQUAL.
-� SPEC PAVE 80, 80mm 48 PAVER
TY\\ 2' THICK BEDDING COURSE
P. ASTM NO.8 AGGREGATE
4" THICK #57 AGGREGATE
MIN 20" THICK SUBBASE
ASTM N0.2 STONE
NATIVE FREE DRAINING
MATERIAL UNCOMPACTED
PAVER SECTION
—NTS—
SEE RIBBON CURB DETAIL
0.00%
SEE PAVER SECTION
0.00%
- _ASTM SAND
f _ DRAINAGE TRENCH
48
SEE ASPHALT
BOTTOM OF SAND
SECTION
SEWER TRENCH TO BE �'
BACKFILL WITH CLEAN
BACKFILLED WITH CLEAN PITRUN
PIT RUN AS NEEDED
AND TOPPED WITH SAND IN
AREAS WHERE SEWER IS BUILT
THROUGH PAVERS. �� NATIVE FREE DRAINING
MATERIAL UNCOMPACTED
PAVERS AND SEWER DRAINAGE TRENCH
-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 resDonsibilities.
BY DATE 05/28/2021
ADA COUNTY HIGHWAY DISTRICT
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Street Construction CT " -
By stamping and signing the improvement plans, the Registered S�pNAkF
Engineer ensures the District that the plans conform to all District 05 sTE '�c
policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the m
improvement plans by the District does not relieve the Registered 4 2 p
Engineer of these responsibilities.
,y� � 5/18/21
BY � DATE 05/28/2021 C'oIre.''r,"o
ADA COUNTY HIGHWAY DISTRICT y�OS.KIN���
SHEET
C3.5
H�--
INLETS ON GRADE INLETS IN SAG
BIORFTENTION SWALE eloRFrENrION SWALE
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A
1.S MI 5 MIN MIN
BOTTOM CELL
8" DOME GRATE
OVERFLOW TO STORM �� MIN 6' WIDE PED XING
1"-2" WIDTH
DRAIN � 35 FI MAX SPACING IN HIGH
BELOW 2' MIN
1 VOLUME PED AREAS, PAVED
FL
CONC CURB70-FI
SURFACE REQUIRED
MFlX SPACING OTHER
m o y
3vi
1
t ZIDEWAI. 52% SLOPE
� x AREAS, PAVEMENT/GRASS/
. oa MULCH SURFACE OPTION
.. : :; :• ,..
i; � i ( )
TYP
SPACING (SEE IAHLE) B� _-
N t I
PLAN
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N.T.S.
BIORETENTION NATIVE MATERIAL
MEDIA COMPACTED `
TYPICAL MIN
DOME GRATE
SPACING (SEE TABLE)
FNSIOTY � UNCOMPACIrU BIOREIENT10N SOIL
DTASL
a
O S
BEHIND CURB 7 - � UBGRADE MEDIA, SCARIFY SUHGRADE 3" MIN
N.T.S.
� ❑, BEFORE FIORE FENTiON SOIL
- a o INSTALLATION
PLANTINGSSEE
� •'
NOTES � CHOKER LAYER ASTM �8
OPEN -GRADED FRACTUREDDOME
GRATE
24" AGGREGATE BEDDING COURSE
�
OVFRFL OW TO STORM
BIORETENTION T THICK
SOIL MEDIA
�
o DRAIN
=
-OPTIONAL GRAVEL LAYER FOR
_
o �
ODERAi60i
SECTION WITH CURB FlODInoNAL STORAGE MUST BE
I T INLET OPTIONS,
SE' NOTE 4
5`oPE �ExA
ABOVE SEASONAL HIGH GW
N.T.S.
INLET OPTIONS,
SWP�E
SEE NOTE 4 t
FLAT SWALE BOTTOM
TREE SPECIES, SPACING
SECTION A -A
} AND OFFSETS PER Aa1°
N.T.S.
2' MIN 5' MIN
TREE PLANTING POLICY (TYP)
-- WIDTH PER SIZING REDS _MIN
BOTTOM CELL
TREES FRMS SIDE SLOPES
8-FT WIDE SWALE (TYP)
WIUIH
III
WIDTH PER SIZING REQUIREMENTS
2' MIN
EDGE OF 1.� 2,.
PAVEMENT OR y 1"- T
!
a" THICK s—=��11 5% — sIDEwALK sz% SLOPE
SWALE WITH SD OVERFLOW
�
RIBBON CURB
4 SvoPE
N.T.S.
�
x
NOTES:
e
P
NATIVE. MATERIAL
1. THE USE OF SWALES MUST BE APPROVED BY ACHD PRIOR TO DESIGN. SWALES ARE NOT A_LOWED ON
�
HIoRETENTION solL
RESIDENT AL STREETS FOR NEW DEVELOPMENT ExcFPr RURAL Lors >_ 1 ACRE
SECTION B-B SWALE CHECK DAM
MEDIA, COMPACTED
UNCONPACTED BIORETENTION SOIL
2. SEE SPECIFICATIONS FOR BIORETENTION SOIL MEDIA (BSM)
�
N.T.S.
TO 95% DENSITY z
o SUBGRADE MEDIA, SCARIFY SUBGRnDE 3" MIN
BEHIND CURB 3
3. SIDE SLOPES SHALL COMPLY WITH AASHTO CLEAR ZONE GUIDELINES: 31 MAX SLOPE < 45 MPH, 4:1 MAX
SLOPE 2 45
�
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STAI
8+00
2580
2575
2570
8+00
SEE SHEET C3.1
9+00
10+00
VENABLE-WRANGLER PROFILE
11+00 12+00
13+00
14+00
15+00 15+25
0
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I I
- - - - -
- - - - - - _ -
- _ - - - -
EXISTING GRADE
_
-
-
-
-
-
-
4" PRESSURE -
IRRIGATION -
12" C-900
STORM DRAIN
_ 4"
PRESSURE
IR
IGATION
9+00
10+00
11+00
12+00
13+00
14+00
2580
2575
2570
15+00 15+25
N
S
0 30, 60'
SCALE 1" = 30'
KEYNOTES
INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD
OSUPPLEMENTAL DRAWING SD-712C TYPE "C3". SEE
NOTE THIS SHEET.
INSTALL CATCH BASIN #1 PER ISPWC SD-601.
OTVC = 2578.03, 12" INV. OUT = 2575.50'.
(C�. = 1.21 cfs, Q25 = 0.86 cfs)
O3 INSTALL ±29 LF 12" C-900 AT 0.24%.
INSTALL CATCH BASIN #2 PER ISPWC SD-60.
O4 TVC = 2578.03, 12" INV. = 2575.43.
(010 = 0.19 cfs, Q25 = 0.14 cfs)
OINSTALL STORM DRAIN POND PER ACHD BMP 10.
SEE SHEET C3.7.
OINSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE.
OINSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT
STATES 'THIS ROADWAY WILL BE EXTENDED IN THE FUTURE.
OINSTALL 5 FT TRANSITION FROM VERTICAL CURB TO
ROLLED CURB.
OINSTALL DRIVEWAY APPROACH PER ISPWC & ACHD
SD-710 FOR ACCESS ROAD.
10 INSTALL 20' PAVED GRAVITY IRRIGATION ACCESS ROAD.
SEE DETAIL ON SHEET C3.7
END OF WRANGLER ST CONSTRUCTION, SLOPE BACK
1 1 INTO EXISTING GROUND AT 4:1 SLOPE. PROTECT IN
PLACE EXISTING DITCH.
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 ABANDONED BUILDINGS, 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 SPECIFICATION AND A COPY OF THE COMPACTION
TESTS.
3. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3,
0.50 INCH (�") MIX, PG 58-28 THREE INCHES (3") THICK
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT
ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH
POLICY AND EXISTING PAVEMENT MARKINGS
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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 COUNTY HIGHWAY DISTRICT
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C'��"re or�oP��P
�0 S. KIN�j
SHEET
C3.6
SEE SHEET C3.6
0 To' 20'
SCALE 1" = 10'
STORM DRAIN POND PER ACHD BMP 11
- NTS -
KEYNOTES
\INSTALL FLARED END SECTION WITH TRASH RACK.
INSTALL 12sgft OF 6 " + COBBLE ROCK AT OUTLET TO POND.
\INSTALL DRAINAGE POND PER ACHD BMP 10.
SEE SECTION DETAIL THIS SHEET.
\INSTALL t5 LF 12" SDR-35 AT 0.22%.
INV AT CATCH BASIN #2 = 2575,43'. INV AT SDMH-1 = 2575.41'.
INSTALL 48" STORM DRAIN MANHOLE-1 PER ISPWC
AND ACHD SUPPLEMENTAL DRAWING SD-611.
\RIM: ±2578.15
12" IN-(N) = 2575.41'
12" OUT-(E) = 2575.41
SUMP- 2573.41
\INSTALL ±17 LF 12" SDR-35 AT 0.22%.
INV. AT MANHOLE 1 = 2575.41'. INV. AT MANHOLE 2 = 2575.37'.
INSTALL 48" STORM DRAIN MANHOLE-2 PER ISPWC
AND ACHD SUPPLEMENTAL DRAWING SD-611.
RIM: ±2578.40
12 IN-(W) = 2575.37'
\
12" OUT-(S) = 2576.37'-OVERFLOW
12" OUT-(E) = 2575.37'
SUMP= 2573.37'
\INSTALL ±24 LF 12" SDR-35 AT 4.67%.
INV AT MANHOLE 2 2576.37'. INV AT MAINBAY 2575.25'.
\INSTALL ±26 LF 12" SDR-35 AT 0.22%.
INV AT MANHOLE 2 = 2575.37'. INV AT MANHOLE 3 = 2575.31.
INSTALL 48" STORM DRAIN MANHOLE-3 PER ISPWC AND
ACHD SUPPLEMENTAL DRAWING SD-611.
\RIM: ±2578.85'
12" IN-(W) = 2575.31'
12" OUT-(S) = 2575.31'
SUMP= 2573.31'
NSTALL ±24 LF 12" SDR-35 AT 0.23%.
1 0
INV AT MANHOLE-3 = 2575.31'. INV AT FOREBAY = 2575.25'.
m
INSTALL +14 LF 12" SDR-35 AT 0.25%.
= 1 1
INV AT CATCH BASIN #4 = 2575.68'. INV AT MANHOLE 4 = 2575.65'.
N
INSTALL 48" STORM DRAIN MANHOLE-4 PER ISPWC
N
AND ACHD SUPPLEMENTAL DRAWING SD-611.
=
RIM: ±2578.25'
R1 12
12" IN-(W) = 2575.65'
12" OUT-(N) = 2575.65'
12" OUT-(W) = 2576.65'-OVERFLOW
SUMP- 2573.65'
NSTALL ±14 LF 12" SDR-35 AT 10.00%.
1 3
INV AT MANHOLE 4 = 2576.65'. INV AT MAIN BAY = 2575.25'.
1 4 INSTALL +20 LF 12" SDR-35 AT 0.22%.
INV AT MANHOLE-4 - 2575,65'.INV AT MANHOLE-5 - 2575.60'.
INSTALL 48" STORM DRAIN MANHOLE-5 PER ISPWC AND
ACHD SUPPLEMENTAL DRAWING SD-611.
1 5 RIM: ±2578.85'
12" IN-(S) = 2575.60'
12" OUT -(NW) = 2575.60'
SUMP= 2573.60'
16 INSTALL +18 LF 12" SDR-35 AT 1.94%.
INV AT MANHOLE-5 - 2575,60'. INV AT FOREBAY = 2575.25'.
1 INSTALL ARMORED SPILLWAY WITH 3" ORIFICE PIPE.
SEE DRAINAGE POND SECTION DETAIL ON THIS SHEET.
12" STAINLESS STEEL PIPE CAP WEDGE 2540.75' HW
PRODUCT PART NO. 6015.S OR FOREBAY FOREBAY DESIGN VOLUME
2577.25' HW APPROVED EQUIVALENT. SEE V100 = 394 FT3
ARMORED SPILLWAY.
MAIN BAY DESIGN VOLUME ORIFICE DETAIL THIS SHEET. REQUIRED VOLUME
+ V100 = 3226 F13 V100 = 348 FT3
CUT OPENING AS SHOWN IN END CAPS 2578.25' FG REQUIRED VOLUME
12" INV = SEE PLAN FOR ELEVATION V100 = 3132 FT3 2577.25' TOP
SEE ACHD BMP 10.
2578.25' FG
ORFICE DETAIL
- NTS -
\
MAIN POND
NOTE 2575.25'
ACHD STORM DRAIN PONDS
FG
'S 6" BENTONITE CLAY
TO BE LANDSCAPED
\
2575.25' FG
LINER ON FOREBAY.
ACCORDING TO THE "ADA
2.00%
COUNTY HIGHWAY DISTRICT ----------``--
STORMWATER MANAGEMENT
BASIN REVEGETATION
GUIDANCE MANUAL' (OCTOBER
2575.25' FG
2017) APPENDIX D. 2572.00' 0
STORM DRAIN POND NOTE.
GW -
2575.25' FG
CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED
BASED ON GEOTECHNICAL INFORMATION PROVIDED BY MTI ON
12" ORIFACE
WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION
AUGUST 17, 2020 A PERCOLATION RATE OF 4" PER HOUR WILL
PIPE. SEE ACHD
FOR ANY INFILTRATION FACILITY OR IF GROUNDWATER
BE USED FOR DESIGN OF ALL POND BASINS. POND BOTTOM
12° MIN AMENDED SOIL BMP11
IS HIGHER THAN THE EXPECTED ELEVATION.
MAY NEED TO BE OVER -EXCAVATED AND BACK FILLED WITH PIT
WITH VEGETATION. SEE ACHD 2017
RUN IN ORDER TO REACH POORLY GRADED GRAVEL LAYER.
STORMWATER GUIDLINE DETAIL 4 FOR
IF ROCK IS ENCOUNTERED, THE CONTRACTOR SHALL
GROUNDWATER VARIES ACROSS THE SITE. TEST PIT 1 IS
POND VEGETATION REQUIREMENTS.
HAVE PERCOLATION TEST PERFORMED BY THE SOILS
CLOSEST AND SEASONAL HIGH GROUND WATER WAS FOUND TO
SEE ACHD BMP10 FOR SOIL CLASSIFICATION
ENGINEER AFTER POND IS FULLY EXCAVATED. IF THE
A DEPTH OF 5.6' BELOW GROUND OF AT AN ELEVATION OF
PERCOLATION RATE IS LESS THAN SPECIFIED BY THE
2536.11'.
SOILS REPORT AND ENGINEER, CONTRACTOR MAY
DRAI TO BLAST
SOCCCURBOREREDDESIGNATHE0YSTEMFTTO
DRAINAGE POND #1 SECTION PER ACHD BMP 10
ACHIEVE THE REQUIRED INFILTRATION.
- NTS -
�1
ccc currr ni a
1 +0 0- 1 l+314.09
+29.66
79.07 CL 7
JGG Jf7GG1 VJ.V
RIDGEBURY PROFILE
0+00 1+00 1+34
0
�o
� ro
+'N FINISHED GRADE +�
0
+
-0.40%
-0.40%
0.69%
EXISTING GRADE
STORM DRAIN
I
:12"
4" PRESSURE IRRIGATI
N
15" GRAVITY IRR
GATION
2580 2580
2575 2575
2570 2570
0+00 1+00 1+34
R.O.W.
1' I 7'-0"
I
J M
'COPFAk CUT
63'-0"
33' 0"
0 30' 60
SCALE 1" = 30'
KEYNOTES
INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD
\ SUPPLEMENTAL DRAWING SD-712C TYPE "C3". SEE
NOTE THIS SHEET.
CATCH BASIN #3 PER ISPWC SD-604
\INSTALL
2
TYPE IV. TRC 2578.72, 12" INV OUT 2575.75'.
(a00 = 1.05 cfs, Q25 = 0.75 cfs)
\
INSTALL ±29 LF 12" C-900 AT 0.24%.
CATCH BASIN #4 PER ISPWC SD-604
\INSTALL
4
TYPE IV. TRC 2578.72, 12" INV 2575,68'.
(Q00 = 0.15 cfs, Q25 = 0.11 cfs)
STORM DRAIN POND PER ACHD BMP 10.
\INSTALL
SEE SHEET C3.3.
CONNECT TO EXISTING RIBBON CURB, SIDEWALK
\AND ASPHALT, CONTRACTOR TO FIELD VERIFY
CONNECTION ELEVATIONS BEFORE CONSTRUCTION.
SAWCUT A MINIMUM OF 2FT ALONG THE EXISTING EDGE
\OF PAVEMENT. PATCH AND REPAIR PER ISPWC AND
ACHD SUPPLEMENTAL DRAWING SD-301, SD-303, AND
SD-806.
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 ABANDONED BUILDINGS, 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 SPECIFICATION AND A COPY OF THE COMPACTION
TESTS.
3. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3,
0.50 INCH (2") MIX, PG 58-28 THREE INCHES (3") THICK
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT
ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH
POLICY AND EXISTING PAVEMENT MARKINGS
16'-6" 16'-6"
14'-6"
14. 6"
-- 2.00% SLOPE I 2.00% SLOPE --
F=
[�1
F
12" OF 6"
MINUS PIT RUN
6" OF %" MINUS
CRUSHED GRAVEL
EXTEND BASE MATERIAL
6" BEHIND CURB (TYP) 3" OF ASPHALT PAVEMENT
WRANGLER/RIDGEBURY ST SECTION
N.T.S.
R.O.W.
I
I
1' 7'-0" 5'-0" 2'-0"
<"�
GUT
CONCRETE SIDEWALK
PER ISPWC
SD-709 (TYP)
STANDARD ROLLED CURB & GUTTER (SD-702)
OR 6" VERTICAL CURB & GUTTER (SD-701)
TYPICAL AS PER PLANS
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
ADA COUNTY HIGHWAY DISTRICT
DATE
11.0
CID
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5/18/21
C'��"reoF�oP��P
�0 S. K1;�
SHEET
C3.7
O
-s-
TA 6+82
- .
INV430 L _ 2'7 "
SEWER LEGEND
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: - SEWER MAIN STATIONING
43.0' L OR R = LENGTH OF SERVICE
LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE. '
ALL APARTMENT AND TOWNHOUSE SEWER
SERVICES TO BE 6" SDR-35
ALLEY
INSTALL t16LF
8" WATER
W. STANHOPE ST.I
INSTALL t94LF
8" WATER
W. USTICK RD. W. USTICK RD.
--• II � �i�i III! � �� I!,� � � rll�ll—�
SEE SHEET C4.1 SEE SHEET C4.2 I
LINE A s s 3
w LINE A
SEE SHEET C4.1
w
� z - � t�------------...... . - / INSTALL 160LF
8" WATER
I
INSTALL t59LF
8" WATER
INSTALL f3LF
8" WATER
—INSTALL t185LF
8" WATER
I
I
INSTALL t53LF
8" WATER
INSTALL t10LF
8" WATER
INSTALL f107LF
8" WATER
N
S
0 60' 120'
SCALE 1" = 60'
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
WATER KEYNOTES
INSTALL 1" WATER SERVICE AND METER PER CITY OF
MERIDIAN STANDARDS FOR DOMESTIC SECONDARY WATER
SOURCE FOR PRESSURE IRRIGATION. INCLUDE REDUCED
O
PRESSURE BACKFLOW ASSEMBLY (RPBA). RPABA TO BE
APPROVED BY STATE OF IDAHO DEQ AND THE CITY OF
MERIDIAN.
O2
REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING
STUBBED 8" WATER MAIN. CONTRACTOR TO COORDINATE
CONNECTION WITH THE CITY OF MERIDIAN.
OINSTALL
8" 90' BEND.
O
POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
OS
INSTALL
1-8"x4" MJxFLG
1-4" GATE VALVE FLGxMJ
OINSTALL
4" 11.25' BEND.
CAP AND MARK TO SURFACE FOR FUTURE CONNECTION
O
TO BUILDING.
INSTALL
1-8"x6" MJxFLG
O
1-6" GATE VALVE FLGxMJ
±22 LF 6" C-900
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
9
STANDARD DRAWING W-8 & W-9
�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.
Amanda McNutt 0212312021
Name
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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 50%
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 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.
7. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(1/2") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
O
STA: 6+82
- 43.0' L
INV 27.48
TYPICAL SS MH BASE
NOT TO SCALE
SEWER LEGEND
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
43.0' L OR R = LENGTH OF SERVICE
LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6° SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE. '
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
J. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
E
MENT AND TOWNHOUSE SEWER
O BE 6" SDR-35
W. USTICK RD.
- sue`
T'T
r/ T
7 - F I
6
2 2
6
7 F3 UTILITY EASEMENT
UTILITY EASEMENT
80• N
�Alk
LINE A 3+005 5 4+00 S 5+00 M
SSMH 3 q0 I'TI
STA: 2+49.88 �I
INSTALL t76LF g 11 -( SSMH 4
8" WATER I I STA: 4+85.88 fv
INSTALL t65LF 10' INSTALL t41LF
INSTALL t5LF 8" WATER 8' WATER
1 i --8' WATER
-- - INSTALL t108LF
3 8" WATER
SSMH EXIST 1
STA: 0+00.00 �xo0
747
0+00
2580
I
257�
I
I
13.02 LF 8"
SEWER @ 0.40%- I
25701,
48"0 SSMH EXIST 1
0+00.00 LINE A SEWER
RIM 2578.8t
8" IN 2570.27-SE
8" OUT 2570.17-W
2565
0+00
o - 10 INSTALL t161LF
W + 8" WATER
4 INSTALL t43LF (CONTINUED ON SHEET C4.2)
5 a � STA: 45.0' 1 +R 8" WATER
z
INV. 74.38 1 INSTALL t5LF
5 UTILITY EASEMENT 8" WATER
LINE A 1+00
--- s - I s
1
6
UTILITY EASEMENT z
SEE SHEET C4.3
1+00
LINE A STA: 1+63.63
LINE B STA: 0+00.00
UTILITY EASEMENT
2+00
LINE A SEWER PROFILE
3+00
4+00
5+00
NOTE:
SEWER MANHOLES ARE MEASURED FROM FACE OF
SEWER MANHOLE TO FACE OF SEWER MANHOLE.
FINISHED GRADE
EXISTING GRADE
- - - -
1 - - -
- - -
- -
- - - -
- - - - - -
-
-
A
v
4" PRESSURE
IRRIGATION
S" WATER MAIN
I
. . . . . . . 8" WATER MIN
......
......
.........
.........
...........
I
4.99 LF 8"
1
SEWER O 0.40%
232.00 LF 8" SEWER ® 0,41%
4 82.25 LF
" SEWER ® 0.42%
137.62 LF 8" SEWER
® 0.41%
48"0 SSMH 4
4+85.88 LINE A SEWER
-T
RIM 2581.41
8" IN 2572.60-E
T48"O
48"0 SSMH 2
2+49.88 LINE A SEWER
8" OUT 2572.50-W
SSMH 1
1+63.63 LINE A SEWERRIM
0+00.00 LINE B SEWE
2580.7t
8" IN 2571.56-E
0+22.01 LINE A SEWER
RIM 2580.2t
8" OUT 2571.46-S
RIM 2578.9t
8" IN 2571.12-N
8" IN 2570.45-E
8" IN 2571.12-S
8" OUT 2570.35-NW
8" OUT 2571.02-W
1+00
2+00
3+00
4+00
2580
2575
2570
2565
5+00
0 30' 60'
SCALE 1" = 30'
WATER KEYNOTES
INSTALL
1-8"x4" MJxFLG
O
1-4" GATE VALVE FLGxMJ
±67 LF 4" C-900
O2
INSTALL 4" 90' BEND.
O3
REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING
STUBBED 8" WATER MAIN. CONTRACTOR TO COORDINATE
CONNECTION WITH THE CITY OF MERIDIAN.
INSTALL:
O
1-8" TEE (ALL FLG)
1-8" FLGxMJ ADAPTOR
2-8" GATE VALVES
O
POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
CAP AND MARK TO SURFACE FOR FUTURE CONNECTION
O
TO BUILDING.
OPROTECT
IN PLACE EXISTING FIBER OPTIC LINE.
RELOCATE EXISTING POWER POLE. COORDINATE WITH
O
IDAHO POWER.
OINSTALL
8" 90' BEND.
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
10
STANDARD DRAWING W-8 & W-9
INSTALL
1-8:xX' MJxFLG
11
1-6" GATE VALVE FLGxMJ
±13 LF 6" C-900
INSTALL
1-8:xa' MJxFLG
12
1-4" GATE VALVE FLGxMJ
±41 LF 4" C-900
SEWER KEYNOTES
CONNECT TO EXISTING 48" SEWER STUB. 8" SEWER
INVERT CALCULATED AT 2570.33'. CONTRACTOR TO
0 FIELD VERIFY INVERT LOCATION BEFORE CONSTRUCTION.
IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT
ENGINEER IMMEDIATELY FOR REDESIGN.
��Vl E IDR I DAHO APPROVED FOR
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 Amanda McNutt Efq423120211
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SHEET
C4.1
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 LINE DOES NOT FALL WITHIN THE WHEEL PATH
OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE.
4. PLOWABLE 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 PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(1/2") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
O
-s
STA: 6+82
43.0' L
INV 27.48
TYPICAL SS MH BASE
NOT TO SCALE
SEWER LEGEND
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
43.0' L OR R - LENGTH OF SERVICE
LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE.
ALL APARTMENT AND TOWNHOUSE SEWER
SERVICES TO BE 6" SDR-35
4
6 I
UTILITY EASEMENT
J SSMH 5
} f STA: 6+66.78
- _ --
W LINE A 5+00 s 6+00 s LINE A 6+ 78
= 6 3
V)
w w w
W SSMH 4
(n STA: 4+85.88 7 1
\ V UTILITY EASEMENT
INSTALL t27LF INSTALL t117LF JJ \
8"' WATER __ 8"' WATER \
INSTALL t161LF 8" WATER - --- - - - INSTALL ±60F
(CONTINUED FROM SHEET C4.1) ___ ___ 5 8" WATER
r F
2
UTILITY EASEMENT
4
SEE SHEET C4.0 I
UTILITY EASEMENT
I I 3 II I
I I I I
LINE A SEWER PROFILE
4+50 5+00 6+00
2580
2575
2570
2565
4+50
7+00
FINISHED GRADE -
-
-_ --
- EXISTING GRADE
-
- 8" WATER MAIN
-
- 176.90 LF 8" SEWER @ 0.60%
V
-
48"0 SSMH 5
-
6+66.78 LINE A SEWER
-
RIM 2581.5t-
48"0 SSMH
4 -
6" IN 2573.84-N
4+85.8E
LINE A SEWER -
8" OUT 2573.67-W
RIM 25
1.4t -
-
8" IN 2
72.60-E
8" OUT
2572.50-W
NOTE:
- SEWER MANHOLES ARE MEASURED
FROM FACE OF -
- SEWER MANHOLE TO FACE
OF SEWER MANHOLE. -
5+00
6+00
2580
2575
2570
2565
7+00
N
S
0 30' 60,
SCALE 1" = 30'
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
WATER KEYNOTES
O
POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
INSTALL
1-8"x4" MJxFLG
O
1-4" GATE VALVE FLGxMJ
t50 LF 4" C-900
OINSTALL
8" 99 BEND.
CAP AND MARK TO SURFACE FOR FUTURE CONNECTION
O
TO BUILDING.
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
O
STANDARD DRAWING W-8 & W-9
INSTALL
1-8"x6" MJxFLG
O
1-6" GATE VALVE FLGxMJ
±13 LF 6" C-900
INSTALL
MJxFLG
O1-8"x4"
7
1-4" GATE VALVE FLGxMJ
367 LF 4" C-900
OS
INSTALL 4" 90° BEND.
C>VI E IDR DAHO APPROVED FOR
DA
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 Amanda McNutt 0 12312021
LO
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C4.2
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 LINE 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.
7. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(1/2") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
O
-5-
STA 6+82
- 43.0' L
INV- 27.48
FLOW
P�
TYPICAL SS MH BASE
NOT TO SCALE
SEWER LEGEND
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
43.0' L OR R = LENGTH OF SERVICE
LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE.
CALLAPARTMENT AND TOWNHOUSE SEWERO BE 6" SDR-35
SEE SHEET
- UTILITY EASEMENT
FINSTALL +105LF 8" WATER _
SSMH 2
LINE A STA: 1+63.63
i inir a cTenlnn nn
--J U UI
INSTALL t166LF
8" WATER
C4.4
III
L-
LINE
s LINE A 0 0 LINE B 1 s 1+ s LINE S B +
U
3 T
LU
LU
LU + -I
UTILITY EASEMENT
a 1
SEE SHEET C4.1
I L_
UTILITY EASEMENT
INSTALL t47LF a
B" WATER INSTALL t74LF
8" WATER
s i L I �
INE B 3+00
-
SSMH 6
_
LINE B STA: 1+90.01
LINE C STA: 0+00.00
1
3
7
4
LINE B SEWER PROFILE
0+00 1+00 2+00
2580
257!
2570
2565
0+00
3+00
3+75
NOTE:
SEWER MANHOLES ARE MEASURED
FROM FACE OF -
-
SEWER MANHOLE TO FACE
OF SEWER MANHOLE.
-
FINISHED GRADE -
-
-
-
EXISTING GRADE
-
\ - - - - - - -
"WATER
OAIN
8" WATER MAIN
4
167.94 LF 8" SEWER ®0.61%
4
186.01 Lf8"SEWR®0.41%
-
-
48"0 SSMH 7 -
-
-
-
3+61.95 LINE B-SEWER
-
-
L8"O
-
RIM 2580.0t -
-
-
SSMH 6 -
6" IN 2573.18-E
48"0 SSMH 2 -
- 0+00
00 LINE C -
1+63.63 LINE A SEWER -
- RIM
579.5t -
-
0+00.00 LINE B SEWER -
- 8" IN
2571.98-S
RIM 2580.2t -
- 8" IN
2571.98-E
8" IN 2571.12-N -
- 8" OIJT
2571.88-N
8" IN 2571.12-S
8" OUT 2571.02-W
1+00
2+00
3+00
N
m
W -
0
INSTALL t3.5LF
=
8" WATER
m
6
_ n
2580
2575
2570
2565
3+75
0 30' 60,
SCALE 1" = 30'
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
WATER KEYNOTES
O
POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
INSTALL
1-8"x6" MJxFLG
O
1-6" GATE VALVE FLGxMJ
±13 LF 6" C-900
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
O
STANDARD DRAWING W-8 & W-9
CAP AND MARK TO SURFACE FOR FUTURE CONNECTION
O
TO BUILDING.
INSTALL
1-8"x4" MJxFLG
O
1-4" GATE VALVE FLGxMJ
±40 LF 4" C-900
INSTALL
1-8"x4" MJxFLG
O
1-4' GATE VALVE FLGxMJ
±66 LF 4" C-900
O7
INSTALL 4" 90° BEND.
O1-8"
INSTALL
TEE FLGxMJ
2-8" GATE VALVE FLGxMJ
CE IDR APPROVED FOR
IDAHDAHO
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifications.
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.
Amanda McNutt 02/23/2021
Name
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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 50%
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 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 SO-301, SD-303 AND
SD-806.
7. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(1/2") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
i
TYPICAL SS MH BASE
1 NOT TO SCALE
CALLAPART�MENT AND TOWNHOUSE SEWERO BE 6" SDR-35
SEE SHEET C4.3 I 1
rk_❑
---�� ----- -
UTILITY EASEMENT
� - - - -I--
I � J �o
0 0� LINE 1+SOS s 2+0 S 9 ±� 0 8 LINE C 3+ 46Wr
LINE B STA: 1+90.01
LINE C STA: 0+00.00
SE
y
N
SHEET C4.3
I I I I I
0+00
2580
257fl
2570
------------
1
Q
1+00
LINE C SEWER PROFILE
2+00
t UTILITY EASEMENT }
rFl
❑I
3+00
4+00
NOTE:
SEWER MANHOLES ARE MEASURED
FROM FACE OF
SEWER MANHOLE TO FACE
OF SEWER MANHOLE.
FINISHED GRADE
- - - -
T - - - - - - -
EXISTING GRADE J
- - - -
8" WATER
0
-
- 394.29 LF 8" SEWER
0 0.61%
48"0 SSMH 8
3+98.46 LINE C SEWER
RIM 2579.1 f
6" IN 2574.54-N
8" OUT 2574.37-W
48"0 SSMH 6 -
-
-
-
1+90.01 LINE 3 SEWER
RIM 2579.5f -
-
-
-
8" IN 2571.98-S
8" IN 2571.98-E
8" OUT 2571.88-N
2565
0+00
1+00
2+00
3+00
2580
2575
2570
2565
4+00
FOR WATER
SEE SHEET
3
PLAN
C4.0
J III
FOR WATER PLAN
SEE SHEET C4.0
� I
I I
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0 30, 60,
SCALE 1" = 30'
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
WATER KEYNOTES
O POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
SEWER LEGEND
OO EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
• NEW 48" DIAMETER SEWER MANHOLE
5 NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
STA: 6+82 43.0' L OR R = LENGTH OF SERVICE
- 43.0 L LEFT OR RIGHT OF MAIN LINE.
INV. 27,4J8 INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWE�IERVIJIE �INSTALLED ATA MINIMUNE.
SEWER KEYNOTES
O APARTMENT SEWER SERVICES TO BE INSTALLED
AT 1% MINIMUM.
�E IDR IA1v- APPROVED FOR
DAHO
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.
Amanda McNutt 02/23/2021
Name
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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 50%
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 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.
7. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(112") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
shop
FLOW
P�
TYPICAL SS MH BASE
JNOT TO SCALE
O
STA: 6+82
43.0' L
LINV. 27.48
SEWER LEGEND
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
43.0' L OR R = LENGTH OF SERVICE
LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE. '
CALLAPARTMENT AND TOWNHOUSE SEWERO BE 6" SDR-35
t FOR WATER PLAN
SEE SHEET C4.0
INSTALL t19LF
8" WATER
� ll z
SSMH 11
UTILITY EASEMENT A LINED STA: 1+88.64
w LINE F STA: 0+00.00
INSTALL t37LF
I8" WATER 11
SSMH 9 4
--
LINE DSTA: 1+23.93
N. RIDGEBURY AVE. 18b -C S > LINE E STA: 0+00.00 ^
LINE D 1+0C
s
2 M M
3
1 I a
INSTALL t134LF
8" WATER
0+00 1+00
2580
I
257�
I
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25701
2565
0+00
SEE SHEET C4.6
+00 LINE D
s - s-
9p. �O
-INSTALL 3 F T
8" WATER �l
�I
II
SEE SHEET C4.7
'�I l
- INSTALL ±80LF
8" WATER UTILITY EASEMENT
6
F
INSTALL t14LF
8" WATER
UTILITY EASEMENT
ill
111 �-
LINE D SEWER PROFILE
2+00
M
9
12
+77.58 INSTALL t73LF
8" WATER
INSTALL ±20LF
4" WATER
3+00
NOTE:
SEWER MANHOLES ARE MEASURED
FROM FACE OF
SEWER MANHOLE TO FACE
OF SEWER MANHOLE.
FINISHED GRADE
16" GRAVITY IRRIGATION
EXISTING GRADE
1 FUTURE
I
1 / - 12" STORM DRAIN
4" PRESSURE IRRIGATION
g" WATER MAIN
-8" WATER MAIN
60.71 LF a"
_
SEWER 0.417
_
84.94 LF 8" SEWER ® 0.60%
119.93.LI- 8" SEWER ®0.40%
4
48"0 SSMH 12
2+77.58 LINE D SEWER
48"0 SS
H 9 _1+88.64 LINED SEWER-SWR
- }
6" IN 2572.30-W
48"0 SSMH EXIST 2 - 1+23.93
- 0+00.00
LINE D SEWER - RIM 2579.0f
LINE E SEWER - 8" IN 2571.62-N
8" OUT 2572.13-S
0+00.00 LINE D SEWER
RIM 2579.0t - RIM 257.
if - 8" IN 2571.62-E
8" IN 2570.69-N - 8" IN 2
7L27-N - 8" OUT 2571.52-S
8" OUT 2570.59-S 8" IN 2
71.27-E
8" OUT
571.17-S
1+00
2+00
2580
2575
2570
2565
3+00
L
--- � - ----TJ
UTILITY EASEMENT I
0 30' 60,
SCALE 1" = 30'
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
WATER KEYNOTES
REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING
Ol STUBBED 8" WATER MAIN. CONTRACTOR TO COORDINATE
CONNECTION WITH THE CITY OF MERIDIAN.
SAWCUT AS REQUIRED TO INSTALL WATER MAIN IN AMITY ROAD.
O PATCH AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL
DRAWING SD-301, SD-303, AND SD-806.
O POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
INSTALL:
O 1-8" TEE (ALL FLG)
1-8" FLGxMJ ADAPTOR
2-8" GATE VALVES
INSTALL
O 1-8"x4" MJxFLG
1-4" GATE VALVE FLGxMJ
±54 LF 4" C-900
INSTALL
O 1-8:xa' MJxFLG
1-4" GATE VALVE FLGxMJ
±50 LF 4" C-900
O CAP AND MARK TO SURFACE FOR FUTURE CONNECTION
TO BUILDING.
INSTALL STEEL CASING PER CITY OF MERIDIAN STANDARD
O8 DRAWING SW1 & SW2. WATER CASING TO BE 20' IN
LENGTH. SEWER CASING TO BE 23.5' IN LENGTH.
OINSTALL 8" 45' BEND.
INSTALL
10 1-8"x6" MJxFLG
1-6" GATE VALVE FLGxMJ
±11 LF 6" C-900
11 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
STANDARD DRAWING W-8 & W-9
12 INSTALL 4° 90' BEND
/ SEWER KEYNOTES
CONNECT TO EXISTING 48" MANHOLE 2. 8" SEWER
INVERT CALCULATED AT 2570.69'. CONTRACTOR TO
O FIELD VERIFY INVERT LOCATION BEFORE
CONSTRUCTION. IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR
REDESIGN.
Ci E IDS IAN&-- 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.
Amanda McNutt 0212312021
Name
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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 50%
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 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.
7. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(1/2") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
(S�O'
7-
FLU
P�
TYPICAL SS MH BASE
NOT TO SCALE
INSTALL f26LF
SEE SHEET C4.5 8" WATER UTILITY EASEMENT
FOR WATER PLAN
J Ll I INSTALL t23LF SEE SHEET C4.0
8" WATER I
om 4
- -INSTALL i359LF-
Z Q z 2 8" WATER 8 SWATER 70LF INSTALL f31 LF
a U 3 3 - 8" WATER
t
w W w w w w w
I. W 5 2 5
3 N 2 5 0 0 LINE 5 1 $00 5 2+ 0 s 5 3+00 s 4+00 LINE E 5+00 5+ 1
s
O W=ESTA:
MH 9 5 5 5 SSMH 16 1 0 g I STA
(/�23.93 STA: 3+93.38
LINE00.00
f 6
J }}I"ri
SEE SHEET C4.5 J t< � 1 Ie< J__ J
UTILITY EASEMENT
0+00
2580
257
2570
2565
0+00
1+00
LINE E SEWER PROFILE
2+00 3+00
4+00
5+00 5+25
_ FINISHED GRADE
NOTE:
SEWER MANHOLES ARE MEASURED
SEWER MANHOLE TO FACE
FROM FACE OF
OF SEWER MANHOLE.
- _
- - -
-
- - - - - -
- - - - - - -
EXISTING GRADE
_
- - � _�
0
8" WATER MAIN
8" WATER
MAIN
115.63 LF 8" SEWER @ 0.41%
389.38 LF 8" SEWER
O 0.407
-
-
-
-
- 48"0 SSMH 17
48"4 SSMH 16
- 5+13.01 LINE E
SEWER
3+93.38 LINE E SEWER
- RIM +
RIM 2580.6t
_ 8' OUUTT 2573.4
-W
48"4 SSMH 9
8" OUT 2572.84-W
1+23.93 LINE D SEWER
0+00.00 LINE E SEWER -
-
-
-
-
RIM 2579.1± -
-
-
-
-
8" IN 2571.27-N -
-
-
-
-
8" IN 2571.27-E
8" OUT 2571.17-S
1+00
2+00
3+00
4+00
5+00
2580
2575
2570
2565
5+25
0 30' 60,
SCALE 1" = 30'
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
WATER KEYNOTES
INSTALL
O 1-TEMPORARY BLOW -OFF ASSEMBLY
PER CITY OF MERIDIAN STANDARD DRAWING W-13
INSTALL:
O 1-8" TEE (ALL FLG)
1-8" FLGxMJ ADAPTOR
2-8" GATE VALVES
INSTALL
O 1-8"x6" MJ.FLG
1-6" GATE VALVE FLG.MJ
112 LF 6" 1-900
O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
STANDARD DRAWING W-8 & W-9
O POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
SEWER SERVICES TO BE SINGLE FAMILY LOTS TO BE 4"
O SDR-35 AND SHALL HAVE A MINIMUM OF 2.00% SLOPE TO
PROPERTY LINE.
SEWER LEGEND
O
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
•
NEW 48" DIAMETER SEWER MANHOLE
s
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
STA: 6+82
43.0' L OR R = LENGTH OF SERVICE
43.0 L
LEFT OR RIGHT OF MAIN LINE.
INV. 27.48
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE.
NE IDR IA1v- APPROVED FOR
DAHOO�
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 Amanda McNutt 0212312021
Bate
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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 50%
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 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.
7. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(1/2") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
------------
FLU
P�
1 TYPICAL SS MH BASE
NOT TO SCALE
CALLAPARTMENT AND TOWNHOUSE SEWERO BE 6" SDR-35
SSMH
12
III
STA: 2+77.5E
-
SEE SHEET C4.5
SEE SHEET C4.5
0+00
2580
257
2570
2565
0+00
UT
I
IL 10,
---- - - - - - - - - - - - - - - - - - - - - -
-
180
1 TOP s s 1 2+00
1+00
2+00
II
I
II
I
I
i
FOR WATER PLAN
SEE SHEET C4 0
SSMH 15
4: 6+64.72
I
I
it
I I
I I I
UTILITY EASEMENT -
SEE SHEET C4.8
I - I
I
�o
s sl s
SSMH 14
9 STA: 4+66.49
UTILITY EASEMENT
Ili I ii
LINE F SEWER PROFILE
3+00
4+00
5+00
FINISHED GRADE
NOTE:
SEWER MANHOLES ARE MEASURED
SEWER MANHOLE TO FACE
FROM FACE OF
OF SEWER MANHOLE.
---------_
-
�� ��
V /
/
EXISTING GRADE
8., WATER
-
-
-
234.29 LF 8" SEWER ®0.40%.
224.1
LF 8" SEWER ® 0.40%
48"0 SSMH 14
4+66.49 LINE F SEWER
48"O SSMH 13
-
RIM 2580.9f
2+28.19 LINE FSEWER
19 LINE
-
8" IN 2573.66-N
8" OUT 2573-56-W
RIM
-
1+88.64 LINE D SEWER -
8" IN 2572.62-E
0+00.00 LINE F SEWER -
8" OUT 2572.52-W
RIM 2579.0t -
-
-
-
-
8" IN 2571.62-N
8" IN 2571.62-E
8" OUT 2571.52-S
1+00
2+00
3+00
4+00
2580
2575
2570
2565
5+00
Q
STA 6+82
- 43,0 L
INV, 27.48
L0
L0
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1
0
0 z
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0 30, 60, w CL
SCALE 1" = 30' rJn
V
SEWER LEGEND
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
43.0' L OR R = LENGTH OF SERVICE
LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE.
WATER KEYNOTES
O POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4FT OF COVER.
SEWER KEYNOTES
O APARTMENT SEWER SERVICE TO BE INSTALLED
AT 1% MINIMUM.
�E IDIANt- 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 Amanda McNutt 3/2021
LL-I
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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 50%
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 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.
7. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT OF WAY TO MATCH EXISTING STREET PAVEMENT SECTION
OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL,
AND LOCAL INDUSTRY ROADWAYS SHALL BE SP-3, 0.50 INC
(1/2") MIX, PG-64-28 THREE INCHES (3") THICK, AS A
MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS
PITRUN.
FLU
P�
TYPICAL SS MH BASE
NOT TO SCALE
WATER METER LEGEND
2" SINGLE METER SERVICE
b (PER CITY OF MERIDIAN STANDARD DRAWING W-4)
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND
WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL WATER MAIN BENDS, TEES AND VALVES TO HAVE THRUST
BLOCKS INSTALLED PER ISPWC AND MERIDIAN DRAWINGS SD-403.
3. WATER MAIN TO HAVE A MINIMUM 4F1 OF COVER.
CALLAPARTMENT AND TOWNHOUSE SEWER
O BE 6" SDR-35
ISTA. 3+58�
— 511' L
INV. 74.90
F III +
SEE SHEET C4.6
<
SSMH 14
U STA: 4+66.49 S+00 90, L_ ISO
W o
2 M
W — —
LU
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INSTALL t125LF
8" WATER
s
INSTALL f6OLF
8" WATER
LINE F SEWER PROFILE
4+50 5+00 6+00
2580
2575
48"0 SSMH
4+66.49 LIN
RIM 2580.9f
8" IN 2573.E
8" OUT 257,
2570
2565
4+50
INSTALL t27LF
4" WATER
UTILITY EASEMENT
—�\ _1 6
s
INSTALL t105LF
8" WATER
7+00
FINISHED GRADE _ MANHOLES ARE MEASURED
ESWMANHOLE TO FACE
FROM FACE OF
OF SEWER MANHOLE.
L
EXISTING GRADE
8" WATER MAIN
p
194.23 LF 8" SEWER @ 0.60%
-
48"4 SSMH 15-
-
6+64.72 LINE F SEWER
-
RIM 2579.8t -
THIS ENTIRE SEWER RUN
6" IN 2575.00-W
F SEWER-SWR
_ TO BE 200 CLASS SDR-21
8" OUT 2574.83-S
-N
56-W
5+00
6+00
2580
2575
2570
2565
7+00
Mp
m;13
0 30' 60,
SCALE 1" = 30'
O
STA: 6+82
43.0 L
INV 27.48
SEWER LEGEND
EXISTING 48" DIAMETER SEWER MANHOLE
EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
NEW 8" SEWER MAIN
NEW 6" SEWER SERVICE UNLESS
OTHERWISE CALLED OUT
SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
43.0' L OR R = LENGTH OF SERVICE
LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
6" SEWER SERVICE TO BE INSTALLED AT
A MINIMUM OF 1.00% TO PROP LINE. '
WATER KEYNOTES
O
POTABLE/NONPOTABLE CROSSING.
SEE WATER NOTES 2 & 3 ON COVER SHEET.
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF
O
MERIDIAN STANDARD DRAWING W-8 & W-9
INSTALL
1-8%4" MJxFLG
O
1-4" GATE VALVE FLGxMJ
±50 LF 4" C-900
INSTALL
1-8"x6" MJxFLG
O
1-6" GATE VALVE FLGxMJ
±23 LF 6" C-900
INSTALL
1-8"x4" (ALL FLO)
1-4"' GATE VALVE FLGxMJ
O
1-8"x6" REDUCER
1-6" GATE VALVE
38 LF 4" C-900
OINSTALL
4" 11.25' BEND.
CAP AND MARK TO SURFACE FOR FUTURE
O
CONNECTION TO BUILDING.
INSTALL
1-8:xa' MJxFLG
O
1-4" GATE VALVE FLGxMJ
±47 LF 4" C-900
SEWER KEYNOTES
O NEW 6" SEWER SERVICE TO BE INSTALLED AT
1% MINIMUM OR CALLED OUT ELEVATION.
(.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 Amanda McNutt 0212312021
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O 3" SDR 21" PVC RISER EXTED 18" ABOVER GROUND
O 3" x 4" x 6" CINDER BLOCK (OR EQUAL)
O 4" x 3/4" SADDLE MINIMUM
O 4" MAIN LINE MINIMUM
O 8" x 3/4" BRASS NIPPLE
O 6" x 3/4" 200 PSI POLY 18" ABOVE GRC
O 3/4" BRASS CURB STOP
O ROCK CHIPS
O 3" FEMALE ADD.
10 LOCATOR WIRE
11 3" PVC PLUG
12 MARKER STEEL " T" POST
TYPICAL SERVICE DETAIL
1 Scale: NOT TO SCALE
DOMESTIC WATER METER BOX COVER AIR RELEASE VALVE HY-' 200
OBLITERATE WORDS "WATER METER" FORD PSI RATED OR EQUIVALENT
NO. X43 CAST IRON WITH 13v LOCKING LIDS
6°
20" PVC
0
I
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-—MIN 1 CU. YD. DRAIN
ROCK TO BOTTOM OF
VALVE FOR SUPPORT
2 AIR VENT STATION DETAIL
Scale: NOT TO SCALE
DOMESTIC WATER METER BOX COVER
OBLITERATE WORDS "WATER METER" FORD
NO. X43 CAST IRON WITH 13z" LOCKING LIDS
1J/2' BRASS PIPE
1 Yz " CURB STOP BALL VALVE
SUCH AS FORD Bll-666SW
PVC
/MIN 1 CU. YD. DRAIN
ROCK TO BOTTOM OF
VALVE FOR SUPPORT
NOTE:
INSTALL MAIN LINE DRAINS AS REQUIRED TO
PROVIDE COMPLETE DRAINAGE DURING WINTER
SHUT DOWN OF THE IRRIGATION SYSTEM.
DRAIN VALVE DETAIL
Scale: NOT TO SCALE
ALLEY
W. STANHOPE ST.
W. USTICK RD.
±11 LF 4" PIRR
±583 LF 4" PIRR
W. USTICK RD.
I
1236 LF 4" PIRR
i
II I 2 6 I
10 ±112 LF 4" PIRR
I.� �n i� L ❑ I I I
t45 LF 4" PIRR
±31 LF 4" PIRR
12
. I 4 \ 15
I
Lf45 LF 4" PIRR ®r]
t69 LF 4" PIRR ±127 LF 4" PIRR
,i
10 'll I
111
-±219 LF 4" PIRR- - - -
,L
16 - - -
------
±51 LF 4" PIRR
I
8 ,
- - - - - -
1
I I
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S
0 60' 120'
SCALE 1" = 60'
PRESSURE IRRIGATION KEYNOTES
INSTALL
Oj 4" TEE W/THRUST BLOCK
2-4" GATE VALVES W/THRUST BOCKS
OINSTALL 4" 90' BEND W/THRUST BLOCK
OINSTALL 4" 45° BEND W/THRUST BLOCK
O4 INSTALL 4" 22.5' BEND W/THRUST BLOCK
OINSTALL 4" 11.25' BEND W/THRUST BLOCK
OINSTALL 4" GATE VALVE W/THRUST BLOCK
OINSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH
O INSTALL DRAIN PER MERIDIAN STANDARDS.
SEE DETAIL THIS SHEET
O INSTALL AIR RELEASE PER MERIDIAN STANDARDS.
SEE DETAIL THIS SHEET.
10 INSTALL 3/4" PRESSURE IRRIGATION SERVICE. SEE TYPICAL
SERVICE DETAIL ON THIS SHEET.
11 INSTALL 6" C-900 SLEEVE FOR SPRINKLER USE
INSTALL
12 4" TEE W/THRUST BLOCK
3-4" GATE VALVES W/THRUST BOOKS
INSTALL
13 4" TEE W/THRUST BLOCK
1-4" 11.25- BEND W/THRUST BOCKS
14 CONNECT 4" PRESSURE IRRIGATION TO PUMP STATION.
SEE SHEET C6.1
INSTALL
2" STAINLESS STEEL TAPPING SADDLE
15 1-2" CURB STOP
CAP AND MARK TO SURFACE FOR FUTURE LANDSCAPE
PLANS SPRINKLER CONNECTION.
INSTALL 1" WATER SERVICE AND METER PER CITY OF
MERIDIAN STANDARDS FOR DOMESTIC SECONDARY WATER
16 SOURCE FOR PRESSURE IRRIGATION. INCLUDE REDUCED
PRESSURE BACKFLOW ASSEMBLY (RPBA). RPABA TO BE
APPROVED BY STATE OF�IDAHODEQ�THEY OF
MERIDIAN.
NOTE:
PRESSURE IRRIGATION MAIN WILL BE OWNED AND
MAINTAINED BY NAMPA-MERIDIAN IRRIGATION
DISTRICT. ALL WORK SHALL BE DONE PER THEIR
STANDARDS.
(:> 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 Amanda McNutt 0212312021
L0
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C4.9
EXISTING
STREET
LIGHT
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STANHOPE ST
TYPE 1 TYPE 1 EXISTING
53558C 53557C STREET
LIGHT
THE
] 7 ' 71 T1 71 �j 1
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----- - -
- - -
TYPE 1
J
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TYPE 2
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--
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0 60' 120'
SCALE 1" = 60'
STREET LIGHT NOTES:
TYPE 1 DAVIT STREET LIGHTS SHALL BE
INSTALLED AT LOCATIONS SHOWN IN PLAN
\\I//
TYPE 2 LIGHTS SHALL BE INSTALLED AT
—•=
LOCATIONS SHOWN IN PLAN
C-/((E IDR IANv--- 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 Amanda McNutt 2/23/2021
M
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APPROVED
W. USTICK RD. W. USTICK RD.
--• II � �i�i III! � �� I!,� � � rII�I�I—�
I
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0 60' 120'
SCALE 1" — 60'
C-/(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 Amanda McNutt 3/2021
Co
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2582 L�
-� 2sao _- 2sa N �
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- �(9o.17E (80.30EG) (80.43EG) (80.60EG) (81.07EG) 81.30EG) (81.66EG
- ` ( )� (alsoEc)� (azosEc)A E O
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- _- --- ------
79.55SW -- - ----- ----- __ _ ---- ------- _ ____
/ --- -- --- --- -- --- -- -- - - --- --- -- -- ----- - /-_ - - - - - - ------ \---- ( (80.68EG) S 00
\ / 79.21Sw 79.86SW _ _ -- --- _ -- - -_ --- -- - \
�I L--! LL--1---� C--! -- '�! L---! L_-J
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------ - -- ---- -- - Q
0 30' 60' CL
79.24SW
I 79.49SW 80.10SW
2) SCALE 1 " = 30' J
FF: 2 81.67' FF: 25 2.17' F: 25 .25' �
I(81.29EG
�79.38SW
80.36SW �� CD
J7sw - -- - - J O
80.62SW __j _L �Q1 U
T4--
80.58SW �Ni 81.045W 8L23 SW ! N ! jr� ♦'� 81.55SW 81.835W �` v> ro_w. V O O
80.09SW 80.84SW � I �\81.801 SW 82.04SW I (D O O
I �L N VZ � O
79.53SW
80.76SW �1`b i ��� � O O
O O O
I(82.00EG) m
77.50FG
77.SOFG -- Q
79.51SW 77"Fc \ f�\
77.50FG `� , / I < O
1 82.23SW 1 82.43SW 1 O
�9.72SW 80.3isW - 1 O O
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--- 81.02SW _ 81.43SW Ii81.60SW _
co
81.63SW 91.SOSW I �----�,__ m � O O
' SD SD - O O
alsssw I W O O
_ 80.84SW I �-(82.25EG)O O O
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FF: 2582.50' �> a II O
79.93Sw 80.57Sw FF: 2582.50'
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Ln 81.26SW �� In O
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79.09SW I cc1.027 ��, �� �� 82.00EG
8 Ln 9 ;' 81.75sw �( )
3 80.31 SW N a r71 81.13SW
D3 2582 3=81.745W
I � _
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DOh \� 81.55SW 81.SSSW --
3 N 80.11 SW w 80.75SW 81.15SW -- 3'1 % 90.75SW�
0.75SW a " \II
80.50SW 8f 1� 1
•(81.96EG)
80.50Sw 2
3 2581 �� i ?S81 O
i
80.51SW� I 80.865W
' 78.81SW 79.98SW ___________________________________________________________________-- - O
3 O I O
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B SW 86.39SW 2 00 III 1 80.45SW I (82.13EG)
S80` � II
N
179.83SW 2580 `� L� I I
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3 7s.70sw 79.70SW 79.70SW 79.70SW 4 �80.04SW
78.63SW I 79.97SW 79.70SW ❑ i � � I � I
-
` O
' n 79.70SW 79.69SW� 80.00SW• 79.695W O
�-(82.43EG)
MINIMUM 2 FT LEVEL KEYNOTES
AT BOTTOM OF STAIRS
SLOPE VARIES, SEE PLAN SLOPE VARIES, SEE PLAN
GRADE TO NOT EXCEED MINIMUM 2 FT LEVEL GRADE TO NOT EXCEED O INSTALL LANDSCAPE SWALE IN ORDER TO CONVEY WATER
5.00% AT BOTTOM OF STAIRS 5.00% TO SIDEWALK AND AWAY FROM BUILDING. r^
V N
0
O INSTALL CONCRETE PATHWAY PER ISPWC STANDARD m w
99.75 FG 2 DRAWING SD-709. WIDTH VARIES, SEE PLAN. W N o
99.75 FG 99.75 FG99.75 FG 99.75 FG 99.75 FG Z ro
o O MIN 2 STEPS REQUIRED ONTO PORCH. o
100 FG 100 FG 100 FG __ �� 100 FGLU To a w N Y m ~
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100 FG
100 FG 100 FG 100 FG O Y S r l
MIN 2 STEPS REQUIRED ONTO LANDING.
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FF: 100 FF: 100 C� M m o N
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100 FG 100 FG 100 FG z Y
100 FG 99.75 FG
_ Q w J
99.75 FG APPROVED FOR
99. 5 FG E IDIAN -
99.75 Fc CONSTRUCTION
99.75 FG SLOPE VARIES, SEE PLAN \0 NA
99.75 FG GRADE TO NOT EXCEED �STE FN
SLOPE VARIES, SEE PLAN 5.00% These plans and/or specifications have been reviewed for compliance �� o G
GRADE TO NOT EXCEED ���J with Meridian City Standards and Specifications. This review does not m
5.00% ��� -�� relieve the owner, engineer, or contractor of the responsibility to design p
and/or construct those facilities in compliance with all current applicable 4 2
federal, state, and local laws, rules, regulations, ordinances, 2/12/21
MINIMUM 2 FT LEVEL MINIMUM 2 FT LEVEL development agreements, specifications, orders of approvals, all of s o
-� AT BOTTOM OF STAIRS AT BOTTOM OF STAIRS which the City retains the right to enforce. Inconsistencies not noted by O rq rE OF 101,
-� City staff shall not be construed as approved unless specifically hq p S. 0A
addressed in writing by the City. Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City
GENERIC BUILDING GRADING PLAN Standards and Specifications before said revision is constructed. SHEET
- NTS - Name Amanda McNutt
Date Feb 23 2021 Cj 5 , O
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79.
1.23%
1.20%
5.53%
I 79.06E
72SW
- 79.15SW-\
79.1711-\
78.71 SW
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79.67Sw 79.67SW 79.67SW 79.67SW
❑ v w 79.76SW j
79.76SW w, n
SD aS
80.55SW
1 FF: 2580.75' 80.55SW FF: 2580.75'
I 8o 80.�25SW EG 80.25SW 1� E
.33SW SQ25SW 25a0
------- - EG EG
80.25SW 80.25SW 80.25SWJ
^� 2 79.91SW J80.1
s�- 80.34SW�
M SO.SOSW E
a5 DS 79.91 SW0SW
80.44SW
ao.6zsw
FF: 2581.00' 80.10SW
FF: 2581.00' 80.25sw
80.50SW
80.25SW�
80.10SW
S SD -80.39SW' \
80.54SW
EG - 80.30SW
80.30SW
80.1 OSW � ❑
80,515� 2 80.30SW F-
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❑ E-
❑ I JS -r 80.10SW❑ \ aS
II
2580.75'
80.20SW
FF: 25as81.15'
79.75SW
II
79.60SW
fFF:
79.60SW
SD
99SW
025SW 80.38SW
80.480.70SW
80.87SW7.
❑❑
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19.32SW I
79.82SW
80.27SW
4
2580
\\-79.87SW
�79.45SW
`79.66SW
80.09SW
80.30SW
`80.51SW
7899SW /_79.16FG �79.37FG I--,-79.58FG
79.21 SW (75.80EG) F
(76.02EG)
79.70SW 79.695W BO.00SW- 79.69SW
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37SW 79.67SW
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FF: 2581.15'
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�79.80FG �80.01 FG �80.22FG
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(76.37EG
(76.73EG) (77.08EG) (76.92EG) (77.24EG) (78.51EG) j
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0 30, 60
SCALE 1" = 30'
BACK OF SIDEWALK
P/L
50.0' VARIES -SEE PLAN
0.00% GRADE /
SCOPE 11
R� fS. S£f p�AIV
SINGLE FAMILY LOT GRADING DETAIL
KEYNOTES
LANDSCAPE SWALE IN ORDER TO CONVEY WATER
OINSTALL
TO SIDEWALK AND AWAY FROM BUILDING.
CONCRETE PATHWAY PER ISPWC STANDARD
OINSTALL
2
DRAWING SD-709. WIDTH VARIES, SEE PLAN.
❑
MIN 2 STEPS REQUIRED ONTO PORCH.
OMIN
1 STEPS REQUIRED ONTO PORCH.
OMIN
1 STEPS REQUIRED ONTO LANDING.
OMIN
2 STEPS REQUIRED ONTO LANDING.
❑✓ VL E IDIAN - APPROVED FOR
CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications. 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 of 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 Amanda McNutt
Date Feb 23 2021
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SSMH 3 SSMH 2
STA: 4+77.77 STA: 2+06.31
9- +0� GIR alnn -GIR GIR+ al9
178'
GRAVITY IRRIGATION PROFILE
7+31 7+00 6+00 5+00 4+00 3+00
2580
2575
2570
2565
7+31
2+00
1+00
4
3
STA: 0 +00.00
0+00
In
FINISHED GROUND
'11A
6.5LF 15"
EXISTING GROUND
- - - - - ----------
t
GIRR(�0.31%
--- -------
-----� __---J 202.3 LF
15°
__------
- ----� ---
GIRR@
.90%
LF 15"
48" GIRR CYLINDERMH 1
- - - 7Y.0-tC6 C-905
- - - - -
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267.5 LF 15"
GIRR ® 0.15%
\
80.
/
- -GIRR- (�0:1F% /
A GIRR
-0 16% i
0+00.00 0.0"
15" IN 2577.65-N
7",
T48"
GIRR CYLINDERMH 2
15" OUT 2577.55-W
Lnu.
T48" GIRR CYLINDERMH
48" GIRR CYLINDERMH 4 2
GIRR CYLINDERMH 3
2+
6.31 0.0'
SUMP 2577.36
CYLINDERMH 6
5+53.80 0.0'
4+77.77 0.0'
RIN
2581.2t
7+13.1
0.0' 6+38.52 0.0'
RIM 2580.5f
RIM 2580.7t
15'
IN 2575.73-E
RIM 25
RIM 2580.4t
15" IN 2574.98-E
16" IN 2575.11-E � 8" WATER
15 IN 2575.32-E
� 15'
OUT 2575.73-W
15" IN
2574.87-5
574.
15" OUT 2574.98-N
15" OUT 2575.11-W
16" OUT 2575.22-W
SUP
2575.54
15" OU
2574.87-W SUMP 257479
SUMP 2574.92
SUMP 2575.03
15" OU
2574.87-N .
SUMP
574.68
2580
2575
2570
0 30' 60,
SCALE 1" = 30'
FINISHED GROUND TO PROVIDE MINIMUM
O
2' COVER OVER 18" IRRIGATION PIPE
(DPIPE
CROSSING ROADWAY TO BE 16"
C-905 PIPE
INTALL t4 LF 15 SDR-35 AT 0.25%.
(D
INVERT AT MANHOLE 1 = 2577.65'
INVERT AT FLARED END (N) 2577.66'
INSTALL 15" PRE MANUFACTURED FLARED END
(D
FLARED END SECTION TO BE IDAHO TANK
AND
AND CULVERT OR EQUIVALENT WITH TRASH RACK.
OFLOW
EXCAVATE AND GRADE EXISTING LATERAL TO
FROM INTO NEW 15" IRRIGATION PIPE AT
FLARED END SECTION.
EXISTING 15" IRRIGATION PIPE INVERT = 2574.85'.
CONTRACTOR TO FIELD VERIFY INVERT BEFORE
O
CONSTRUCTION. IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER OF RECORD
IMMEDIATELY FOR REDESIGN.
INTALL t1.5 LF 15" SDR-35 AT 1,33%.
O7
INVERT AT MANHOLE 6 = 2574.87'
INVERT AT SCREEN BOX (N) = 2574.85'
O INSTALL CLEARWATER SCREEN BOX. SEE
DETAIL ON SHEET C6.1
O INSTALL PI PUMP AND WET WELL. SEE
DETAIL ON SHEET C6.1.
INTALL t3.5 LF 8" SDR-35 AT 7.14%.
10 NVERT AT WELL = 2572.75'
INVERT AT SCREEN BOX (N) = 2573.00'
-1,&L (E jpp _ APPROVED FOR
ll `\��'��7 CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications. 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 of 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 Amanda McNutt
Da
te Feb 23 2021
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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
2565 and previously approved by the District in writing. Acceptance of the
Improvement plans by the District does not relieve the Registered
7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 Engineer of these responsibilities.
BY DATE
ADA COUNTY HIGHWAY DISTRICT
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2/12/21
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SHEET
C6.0
PRECISION PUMP STATION
AND ENCLOSURE
TOP OF CONCRETE SLAB FOR
SID MOUNTED PUMP STATION 2579.33
TOP OF WET WELL
2579.00 u
F
2575.85 APPROX.
HIGH WATER LEVEL
4" OUTLET
8" INV IN FROM CLEARWATER
SCREEN t 2572.75
48" PRE —CAST MANHOLE
PRESSURE IRRIGATION
WET WELL.
IIIIIIIIIIIIIIII
IIIIIIIIIIIIIIII
(.IIIIIIIIIIIIIIII
2563.85 BOTTOM
OF WET WELL
WET WELL PROFILE VIEW
NOT TO SCALE
TOP OF BOX
±2579.00 h �rNl) FI- III'
1
I
CLEARWATER CW200 12" INV IN 2E74.85
SELF—CLEANING
24 MESH SCREEN
BOTTOM lIOF BGX 8" INV OUT 2573.00
±2571.00
I�
CLEARWATER SCREEN BOX
-NTS-
LEGEND
CALLOUT#
DESCRIPTION
SIZE
QTY
1
PUMP STATION
ENCLOSURE
1
2
PUMP SKID
1
3
VAF200 AUTOMATIC
FILTER
3"
1
4
VFD CONTROL PANEL
5
BUTTERFLY VALVE
3"
1
6
GROOVE FITTING
3"
1
7
HALF COUPLER
1/4'
2
8
HALF COUPLER
1/2'
0
9
HALF COUPLER
(DRAIN/PRESSURE TANK)
3/4
2
10
HALF COUPLER (CW
VALVE)
1'
2
11
MAIN PUMP DISHCARGE
ASSEMBLY (SEE DETAIL)
1
11a
SILENTCHECKVALVE
3"
1
11b
HALF COUPLER (AIR
RELIEF)
1/4"
1
12
4" HOLE WITH CAP & 1/2"
COUPLE(FLOOR DRAIN &
FLOAT SWITCH ACCESS)
13
PRESSURE TANK
1
14
N/A
15
DROP PIPE
3"
1
16
ACCESS HATCH
8"
1
QUALITY CONTROL
The entire pump station and the control panel shall be designed, assembled,
programmed and tested by a single manufacturer, within the confines of a UL
certified manufacturing facility. The manufacturer shall employ service
personnel who are trained, and certified, in every aspect of service that may be
required on the pump station. It shall not be acceptable for the control panel
to be designed, manufactured, programmed, or serviced by any entity, other than
the pump station manufacturer.
Pump Station Skid Base & Enclosure
The pump skid and appurtenances shall be cleaned to bare steel and coated with a
baked on powder coating. The pump station shall be pressure tested prior to coating. No
welding shall be performed after the pump station is powder coated.
The pump station enclosure shall be constructed of marine grade aluminum modular
panels to allow access to all pumps and components by simply removing any panel. The
entire front of the enclosure shall consist of hinged doors. The enclosure shall be
powder coated. The roof of the enclosure shall be easily displaced and replaced by one
person, for the purpose of servicing the pump station, when necessary.
VENTILATION FAN
The system shall include a ventilation fan (or fans) that will adequately cool all of the
enclosed equipment during extreme expected seasonal temperatures.
QUALIFICATIONS
The VFD pump control system shall be manufactured and installed by factory trained and
certified technicians with a minimum of five years experience with similar installations.
The pump station manufacturer shall employ certified service technicians that are fully
trained in all aspects of service on the pump station, including the VFD/PLC control
system. It shall not be acceptable for it to be necessary to contact any entity, other than
the pump station manufacturer, for any aspect of pump station service, or technical
support.
PUMP CONTROL SYSTEM
The UL listed control panel shall include variable frequency drives (VFD), and
programmable logic controllers (PLC).
The VFD pump control panel shall be manufactured and listed by a UL508 Panel Shop
The panel shall be ILL labeled as an "Enclosed Industrial Control Panel". The pump
control panel shall be completely manufactured, tested and programmed prior to delivery
to the job site. A wiring schematic and pump(s) nameplate information shall be
permanently affixed to the inside of the control enclosure.
The VFD and associated electrical equipment shall be mounted in a UL Type 3R
enclosure for outdoor installation, or UL type 12 enclosure for indoor installation. The
cooling system shall prevent the VFD from reaching high ambient temperatures, which
will cause temperature faults or warnings. The cooling system shall not allow dust and/or
dirt inside the pump control panel.
VARIABLE FREQUENCY DRIVES (VFD)
The VFDs shall be appropriately sized to meet the FLA, full load amps, required by the
pump motor as stated on the motor nameplate.
Initial start-up and calibration shall be performed by a factory certified technician.
PRESSURE TRANSDUCER
A stainless steel pressure transducer shall continually monitor system pressure. A 4-20
mA or 1-10v signal shall be transmitted to the VFD - the VFD shall react according to
pre-programmed criteria.
s
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PROGRAMMABLE LOGIC CONTROLLER (PLC)
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The control panel shall include a PLC with a HMI touch screen operator interface. The
I -
operator interface shall allow the user to make adjustment to the PLC program locally,
co
without requiring any additional equipment, such as a laptop computer. The VFD control
O
keypad is not an acceptable substitution for the digital operator interface.
0
i
The PLC shall be fully programmed prior to pump panel installation. The technician
installing and programming the PLC is to be factory trained and certified by the PLC
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manufacturer.
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The PLC and operator interface shall provide (at a minimum) the following functions:
Z_
Display run status of all pumps
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Display systems pressure
(D
Display any fault condition and log fault with time and date stamp
0
Display motor run hours- user re-settable
J
Pre-programmed start-up routines for initial start-up, mainline fill, power outages, and
J
re -start after a system fault
Q
• Allow user to adjust operating variables and timing functions such as low pressure, high
C)
pressure, low water, start-up pressure and ramp time, and restart delays
Control of automatic valve supplying intake screen system
(D
Display of options such as flow and total flow
Z
HMI can be password protected to prevent unauthorized access
(D
(D
DISCONNECT SWITCH
Q
A disconnect switch shall be integrated into the pump control panel and shall be the
W
disconnect means for the equipment.
W
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OVERCURRENT PROTECTION
LL
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The VFD bridge rectifiers shall be protected from over current by appropriately sized
m
circuit breakers.
LIGHTNING AND SURGE PROTECTION
The Pump Control Panel shall be equipped with transient voltage and surge arrestors.
PRE-PROGRAMMED START-UP ROUTINES
The PLC shall be programmed with various start-up routines that limit and/or delay, the
starting, and acceleration of the pump to ensure that excessive velocity and pressure do
not damage thedistribution system. The program shall include individual routines for
initial start-up, mainline fill, re -start after a power outage, and re -start after a system fault.
The operator shall be able to adjust the timing of the routines via the operator interface.
AUTOMATIC SUCTION SCANNER FILTER
The filter shall be an Amiad TAF automatic suction scanner type filter with electric motor and electronic control.
Hydraulic motors shall not be accepted. The filter shall have a removable cylindrical element made of Type
316L stainless steel weave -wire screen. The installed filter shall be as indicated on the drawing, and shall be
rated for the full flow of the pump station.
WATER RIGHT FOR THIS SITE IS
123 GALLON PER MINUTE ASSUME 30 GPM TO OPERATE CLEARWATER SCREEN.
PRECISION PUMPING SYSTEMS
ENCLOSED PUMPING STATION
MODEL V1S007X00054-075S32XXXXONS
PERFORMANCE: 153 GPM @ 75 PSI
MAIN PUMP: 10.00 hp. MINIMUM
POWER: 230 VOLT / 1 PHASE
THE PUMP SHALL INCLUDE ADDITIONAL
CAPACITY FOR OPERATION FO THE INTAKE
SCREEN, AND FOR THE FILTER FLUSHING
OPERATION.
PUMP STATION ENCLOSURE FRONT VIEW
PPS08 PUMP PROTECTION SLEEVE
REQUIRED ON SUBMERSIBLE PUMPS
TO PROVIDE MOTOR COOLING
& PROTECT PUMP FROM DEBRIS
- SCREENS TO BE REMOVED FROM
PUMP SUCTION
RIGHT SIDE VIEW we wEu sEnL
36.
MINIMUM CLEARANCE
ELECTRICAL CODE ❑
IIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIII
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
ADA COUNT( HIGHWAY DISTRICT
DATE
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