HomeMy WebLinkAboutCivil Plans V1m
EXISTING
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SSMH
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COBALT DRIVE UTILITY CROSSING
LEGEND
PROPOSED
SECTION LINE
BOUNDARY LINE
PERMANENT EASEMENT
SANITARY SEWER LINE
ss
WATER LINE
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GRAVITY IRRIGATION PIPE
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PRESSURE IRRIGATION LINE
PM
STORM DRAIN LINE
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CENTERLINE
— —
PUBLIC RIGHT OF WAY LINE
— — — — — —
LOT LINE
6" VERTICAL CURB AND GUTTER
6" VERTICAL CURB (NO GUTTER)
ROLLED CURB & GUTTER
5' SIDEWALK
SEWER MANHOLE
STORM DRAIN MANHOLE
0
GRAVITY IRRIGATION MANHOLE
DITCH FLOW LINE
PRESSURE IRRIGATION SERVICE
STREET LIGHT
FIRE HYDRANT
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EDGE OF GRAVEL
EDGE OF PAVEMENT
OVERHEAD POWER
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FENCE LINE
-----■-----■—
STREET SIGN
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SINGLE WATER SERVICE
DOUBLE WATER SERVICE
WATER VALVE
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CONCRETE SIDEWALK
ASPHALT ROADWAY
ABBREVIATIONS
CATCH BASIN
CENTER LINE
EXISTING GROUND
FINISH GRADE
FLOWLINE
GRADE BREAK
GROUND WATER ELEVATION
IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION
POINT OF CURVE
POINT OF COMPOUND CURVE
POINT OF REVERSE CURVE
PRESSURIZED IRRIGATION
POINT OF TANGENCY
TOP BACK OF RIBBON CURB
ROOF DRAIN CLEAN OUT
STORM DRAIN
SANITARY SEWER
SIDEWALK
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TOP BACK OF CURB
WATER
BASIS OF COORDINATES AND ELEVATIONS:
Ada County GIS coordinate system, Modified ID West
Transverse Mercator Projection
Origin Latitude: 41' 40' 0.0000" N
Origin Longitude:115' 45' 0.0000" W
False Northing: 0.0
False Easting: 2625138.996
Scale Factor (Trimble): 1.00011328
Units: US Survey Feet
Horizontal Datum: NAD83(CORS)
Vertical Datum: NAVD88/GeoidO9
Horizontal & Vertical coordinates are based on IDTD CORS epoch 2010 (PID:AJ3346)
N: 43 39 10.57435 N
W: 116 17 00.21332 W
Ht: 2589.152 FT
IN: 724442.040
E: 2483948.712
El: 2644.90 FT
The Engineer of Record certifies that the plans are prepared in
substantial 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 this project: none
MERIDIAN, IDAHO
DOW
PROJECT NUMBER: 10-20-143
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REUSE OF DOCUMENTS
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C iE IDR IAN'3- APPROVED FOR
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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,
developmullt agreenl- -, JPo III auullJ, JI— ypuvals, all of
which the .,liy retain, a lc F lyf IL lU ei Iwl l,c. III—IJI , wl i iot noted by
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Standards and Specifications before said revision Is ul IJII a LG
Name Codee Kmusch
Date 01/11/2022
Permit Number LOIR-2021-0047
Sheet List Table
Sheet Number Sheet Title
C-001 COVER SHEET
C-002 NOTES SHEET
C-201 WATER AND SEWER PLAN AND PROFILE
C-500 DETAILS
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ELK VENTURES, LLC
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ERIK PILEGAARD
3611 S ZINTEL WAY
10981 OLANA DRIVE
KENNEWICK, WA 99337
TRUCKEE, CA 96161
509-783-2144
916-425-5858
DMOOREOJUB.COM
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IDAHO SURVEY GROUP, LLC
9955 E. EMERALD ST.
BOISE, ID 83704
208-846-8570
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CITY OF MERIDIAN ADA COUNTY HIGHWAY DISTRICT IDAHO POWER
33 E. BROADWAY AVENUE 3775 ADAMS STREET JESS POWELL
MERIDIAN, ID. 83642 GARDEN CITY, ID. 83714 1221 W. IDAHO STREET
208-887-2211 208-387-6100 BOISE, ID. 83702
208-368-2323
PRESSURE IRRIGATION: IRRIGATION DISTRICT
OUTER BANKS WATER ASSOCIATION NAMPA & MERIDIAN IRRIGATION DISTRICT
1503 FIRST ST. SOUTH
NAMPA, ID. 83651
208-466-0663
J-U-B grants to CLIENT a nonexclusive, non -transferable license to use the
Drawings, Specifications and/or Contract Documents (Documents) as follows:
CLIENT may make and retain copies of the Documents for reference, but J-U-B
shall retain all common law, statutory and other reserved rights, including the
copyright thereto, and the same shall not be reused on this Project or any other
Project without J-U-B's prior written consent. Distribution of Documents to meet
regulatory or permitting requirements, or for similar purposes, in connection with the
Project, including but not limited to distribution to contractors or subcontractors for
the performance of their work, is not to be construed as publication adversely
affecting the reserved rights of J-U-B. The Documents are not intended for use in
creating dtm for grading or earthwork, survey staking layout (unless specifically
identified as such in the documents), or property boundary layouts.
Any reuse without written consent by J-U-B, or without verification or adoption by
J-U-B for the specific purpose intended by the reuse, will be at CLIENT's sole risk
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If the Documents are provided in electronic format, the electronic documents are
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at edocs.jub.com.
LOCATED IN THE NE Y4 OF THE
NE Y4 OF SECTION 15, T.3N.,
R.1 W., B.M., ADA COUNTY,
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• FILE: 10-20-143_C-001
e JUB PROJ.#:10-20-143
DRAWN BY: JGC
DESIGN BY: DSM
CHECKED BY: DSM
KnowwhaYs below ONE NE INCH
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Call before you dig. AT FULL SIZE, IF NOT
INCH. SCALE AC�"
LAST UPDATED: 12J1312021
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE SHEET NUMBER:
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER C-00 1
UTILITIES
GENERAL
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. CONTRACTOR 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.
12. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE
DOCUMENT.
13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE
DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL
APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.
15. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING
AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE.
16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY.
SEWER, CITY OF MERIDIAN
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 THE WASTEWATER RULES (IDAPA 58.01.16).
3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE
CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
WATER, CITY OF MERIDIAN
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
3
4.
5.
6.
THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER
MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
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).
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.
MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL AREAS COVER SHALL BE 4 FEET.
PRESSURIZED IRRIGATION, CITY OF MERIDIAN
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 MERIDIAN WATER DEPARTMENT.
3. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTER, OR SIDEWALKS.
4. THE PRESSURE IRRIGATION SYSTEM IS OWNED BY BICENTENNIAL FARMS SUBDIVISION HOMEOWNER'S ASSOCIATION.
5. BACKUP IRRIGATION WATER PROVIDED BY CITY OF MERIDIAN. THE IRRIGABLE ACREAGE FOR THIS PHASE IS 4.61 AC.
ROADWAY, ACHD
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC 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 (ACHD) AND
MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284.
FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER.
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 BACK CHARGED 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 WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB,
GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS.
9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF 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.
10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE
TO BE DETERMINED BY THE FIELD INSPECTOR.
11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306
OF THE CURRENT EDITION OF ISPWC.
12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR
PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION)
A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY
DETAIL SHEET.
B. STANDARD 6" VERTICAL CURB (NO GUTTER), ISPWC SD-701A.
C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702.
D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708.
E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709.
F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H.
G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A.
H. STANDARD CATCH MANHOLE, ISPWC SD-611.
13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE
RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO
PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS
FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS).
14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY
THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO
CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR
PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE
MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR
CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND
CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT
SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO
POURING CONCRETE COLLARS.
15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303.
16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA
STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES"
ALLOWED.
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.
PAVEMENT REPAIR FROM UTILITY WORK, ACHD
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 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.
STORM DRAIN, ACHD
1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER,
SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME
THE PAVEMENT AND CONCRETE IS REMOVED.
2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS
OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS.
3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3,
SECTION 3.4.
4. ALL CATCH BASINS SHALL HAVE A ONE -FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE.
5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT
TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV,
SD-609 TYPE I.
6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES,
AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12.
7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611.
8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH
LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301.
9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE
INSTALLED WATER TIGHT.
10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT.
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 Codee Krausch
Date 01/11/2022
Permit Number LDIR-2021-0047
CJUB
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CHECKED BY: DSM
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LAST UPDATED: 1111712021
SHEET NUMBER:
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CURVE TABLE
CURVE #
LENGTH
RADIUS
TANGENT
DELTA
CHORD BEARING
CHORD LENGTH
C1
173.78'
300.00'
89.40'
33*11'21"
N76'57'47"E
171.36'
C2
31.51'
300.00'
15.77'
6'01'04"
N62'25'42"E
31.49'
LINE TABLE
LINE #
DIRECTION
LENGTH
L1
S86'26'32"E
150.00'
L2
N59'25'10"E
211.85'
1000,
1000,
G1 /
/ /
/
/
G1 �
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1-1
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8"x6" TEE &THRUST BLOCK
WATER
NOTES
10
/ \
STA: 20+41.67, 15.03' L
�
/
w1
REMOVE EXISTING THRUST BLOCK AND BLOW OFF
w11
FIRE HYDRANT BOLLARD PER COM STANDARD
/
ASSEMBLY AND CONNECT TO EXISTING 8" WATER
MAIN STUB. CONTRACTOR TO DIG & VERIFY SIZE,
DRAWING W10, TYP. 4
/
/
MATERIAL, AND DEPTH OF WATERLINE PRIOR TO
23 LF 6" C900 WATER LINE
/
CONSTRUCTION.
0
2" BLOW -OFF ASSEMBLY PER COM SD-W13
8" 22.5' BEND & THRUST BLOCK
STA: 20+20.74, 17.39' L
rL
/
STA: 20+36.11, 17.11' L
14
6" 22.5° BEND &THRUST BLOCK
\
/
w3
8" C900 WATER CROSSING WITH A 12" STEEL
STA: 20+43.39, 19.75' L
Vd d
Vd
CASING PER COM STANDARD DWG SW1 & SW2 0500
15
8" GATE VALVE
-/d
-
w4
39 LF 8" C900 WATER LINE
STA: 20+48.91, 12.34' L
16 LF 8" C900 WATER LINE
SANITARY
SEWER NOTES
FIRE HYDRANT ASSEMBLY PER COM STANDARD
DWG W8
S1
CONNECT TO EXISTING SANITARY SEWER MAIN
STA: 20+43.40, 38.50' L
AND REMOVE EXISTING CLEANOUT.
W7
170 LF 8" C900 WATER LINE
IE: 2564.05
S2
STANDARD MANHOLE PER ISPWC STANDARD DWG
ws
8" 11.25' BEND & THRUST BLOCK
SD-501
STA: 22+41.02, 14.08' R
s3
T-TYPE CLEANOUT PER COM STANDARD DWG S1.
ws
8" 22.5' BEND & THRUST BLOCK
CAP FOR FUTURE EXTENSION
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MATCH 8" WATER MAIN CASING. COORDINATE
LOCATION WITH IDAHO POWER PRIOR TO
INSTALLATION
GRADING
c1 GRADING LIMITS
LOW PT STA: 21 +97.02
LOW PT ELEV: 2579.29
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PVI ELEV: 2579.37
K:17.87
LVC: 30.00
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STA: 21 +74.05 9.54' R
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MEGALUG 45' BEND 8" DI
2570
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M
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- STA: 22+44.32, 29.83' R
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STA: 21+67.31 9.71' R
MEGALUG 45' BEND W 4 LF
/
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INV IN: 2564.05 8" W
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STA. 20+54.44, 4.79 R _ _
TOP OF CASING
INV: 2567.65 8
_ _
addressed in writ
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proposed revision ro
these plans
RIM: 2576.21
INV IN: 2564.87 8" SW)
(
STA: 21+60.00, 8.88 R
ELEV:
must be.submitte
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_2568.50
2555
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INV OUT: 2564.77 8"(E)
2555
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STA: 20+82.22 0.94' L
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Permit Number
MEGALUG 45' BEND W/ 4 LF
LDIR-zo21004
RESTRAINT LENGTH EACH SIDE
2567.65
1INV:
2550 2550
17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
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JUB PROJ. # : 10-20-143
DRAWN BY: JGC
DESIGN BY: DSM
CHECKEDBY: DSM
ONE E�INCH
AT FULL SIZE, IF NOT
INCH. SCALE ACCORC
LAST UPDATED: 1/5/2022
SHEET NUMBER:
C-201
CURVE TABLE
CURVE #
LENGTH
RADIUS
TANGENT
DELTA
CHORD BEARING
CHORD LENGTH
C1
173.78'
300.00'
89.40'
33'11'21"
N76'57'47"E
171.36'
C2
31.51'
300.00'
15.77'
6'01'04"
N62'25'42"E
31.49'
LINE TABLE
LINE #
DIRECTION
LENGTH
L1
S86'26'32"E
150.00'
L2
N59'25'10"E
211.85'
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MATERIAL, AND DEPTH OF WATERLINE PRIOR TO 23 LF 6" C900 WATER LINE
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,�d ,�d GRADING m=Q;J �N
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FIRE HYDRANT ASSEMBLY PER COM STANDARD G1 GRADING LIMITS
DWG
W8
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STA:
20+43.40,
38.50' L
AND REMOVE EXISTING CLEANOUT.
s
W7
170
LF 8" C900
IE: 2564.05i'
WATER LINE
S2 STANDARD MANHOLE PER ISPWC STANDARD DWG
LOW PT STA: 21+97.02
E{ }.
ws
8" 11.25°
STA:
BEND
22+41.02,
& THRUST
14.08' R
BLOCK SD-501
LOW PT ELEV: 2579.29
PVI STA: 22+12.02
PVI ELEV: 22579.37
rr
s3 T-TYPE CLEANOUT PER COM STANDARD DWG S1.
<17
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8" 22.5°
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BLOCK CAP FOR FUTURE EXTENSION
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AT ROADWAY
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2580
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m
4' COVER
2580
-
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2' COVER
~
- - START STA: 17+96.76 -
0.52%
- -
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-
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STA: 0+76.27 2.63' L _
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STA: 21 +74.05 9.54' R
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MEGALUG 45' BEND 8" DI
MEGA G 45' BEND 8" DI -
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3 2570
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INV: 2574.33 8"
2570
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-
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_
( ) 2EGIN CASING
RIM: 2576.04 _ -
INV OUT: 2564.91 8" NE 0+93.00, 12.95 R _ _ _"ALUG
END CASING
1+ 0.00, 30.94 R
P OF CASING
TO
ECISTING UT
MH 1 STA: 20+90.00, 1.09' R
21+67.31 9.71'R
2
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j
STA: 20+80.18, 7.95' R ELEV: 2568.50
45' BEND W/ 4 LF
RESTRAINT LENGTH EACH SIDE
RIM: 2580.93
IN:
FILE: 10-20-143_C-201
`
-
-
RIM: 2578.52 _ _ _
- INV IN: 2564.77 E (SW) STA: 21+60.00, 8.88 R
INV: 2567.65 8"
_ INV OUTINV
: 25604 05 8' (E)
JUB PROJ. # : 10-20-143
DRAWN BY: JGc
'
INV OUT: 2564.67 8"(E) ELEV: 2568.50
DESIGN BY: DSM
2555
2555
CHECKED BY DSM
ONE INCH
STA: 20+82.22 0.94' L
AT FULL SIZE, IF NOT ONE
MEGALUG 45' BEND W/ 4 LF
INCH SGALEACCORDINGLY
AST uPDnrED: v1312022
-
-
RESTRAINT LENGTH EACH SIDE
y
-
INV: 2567.65 8"
SHEET NUMBER:
2550
2550
17+50
°
18+00 18+50 19+00
19+50
20+00 20+50 21 +00 21 +50 22+00
22+50
23+00
C-201
('JUB
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J-U-B ENGINEERS, INC.
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ELEV: 2568.50
-----------------
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l E IT)T11N — APPROVED FOR
CONSTRUCTION
CThe
plans and/or specifications have been reviewed for compliance
Meridian City Standards and Specifications. This review does not
ve 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
FILE: 10-20-143 C-s00
which the City retains the right to enforce. Inconsistencies not noted by
,1UB PROD. n:10-20-1a3
City staff shall not be construed as approved unless specifically
BRAWN BY: ,UGC
addressed in writing by the City. Any proposed revision to these plans
DESIGN BY DSM
must be submitted for review and compliance with the Meridian City
CHECKED BY: DSM
Standards and Specifications before said revision is constructed.
ONE INCH
Name Codee Kmusch
AT FULL SIZE, IF NOT ONE
Date 0111112022
NCH SCALE ACCORDINGLY
LAST UPDATED: 11/17/2021
Permi
SHEET NUMBER:
C-500