CC - Civil Plans E 1DZ IAN;- (J u B APPROVED FOR ''
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These plans and/or specifications have been reviewed for compliance !'• J-U-B ENGINEERS,INC.
COBALT DRIVE UTILITY CROSSING with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design U
and/or construct those facilities in compliance with all current applicable �• 1 z
LEGEND federal,state,and local laws,rules,regulations,ordinances, - J N
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CENTERLINE - - Sheet Number Sheet Title
PUBLIC RIGHT OF WAY LINE —-- --— C-001 COVER SHEET S\ONAL FN
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C-002 NOTES SHEET �.
6" VERTICAL CURB AND GUTTER C-201 WATER AND SEWER PLAN AND PROFILE 6
6" VERTICAL CURB (NO GUTTER) C-500 DETAILS
ROLLED CURB & GUTTER �9TgTF OF
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WATER VALVE N CO�LTOR CIVIL ENGINEER: DEVELOPER: LAND SURVERYOR:0 Cow°_
CONCRETE SIDEWALK 0 W>`L z
DARRAL S. MOORE, P.E. ELK VENTURES, LLC GREGORY G. CARTER, P.L.S. �w m
J-U-B ENGINEERS ERIK PILEGAARD IDAHO SURVEY GROUP, LLC �m r w
0 ASPHALT ROADWAY 0 3611 S ZINTEL WAY 10981 OLANA DRIVE 9955 E. EMERALD ST. _it o
o KENNEWICK, WA 99337 TRUCKEE, CA 96161 BOISE, ID 83704 m w�r w
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ABBREVIATIONS PROJECT
LOCATION wSEWER & WATER: ROADWAYS: POWER:
0 CB CATCH BASIN vi CITY OF MERIDIAN ADA COUNTY HIGHWAY DISTRICT IDAHO POWER
0 33 E. BROADWAY AVENUE 3775 ADAMS STREET JESS POWELL
CL CENTER LINE 0 500 1,00 MERIDIAN, ID. 83642 GARDEN CITY, ID, 83714 1221 W, IDAHO STREET
g 208-887-2211 208-387-6100 BOISE, ID. 83702
0 EG EXISTING GROUND �gNGgUR� 208-368-2323
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FG FINISH GRADE SCALE IN FEET PRESSURE IRRIGATION: IRRIGATION DISTRICT
7 FL FLOWLINE z
OUTER BANKS WATER ASSOCIATION NAMPA & MERIDIAN IRRIGATION DISTRICT
GB GRADE BREAK 0 1503 FIRST ST. SOUTH
GWE GROUND WATER ELEVATION NAMPA, ID. 83651 W208-466-0663
IDAHO STANDARDS FOR PUBLIC WORKS
ISPwc CONSTRUCTION REUSE OF DOCUMENTS
o PC POINT OF CURVE LLI
U
w PCC POINT OF COMPOUND CURVE J-U-B grants to CLIENT a nonexclusive, non-transferable license to use the W
= Drawings,Specifications and/or Contract Documents(Documents)as follows: J _
PRC POINT OF REVERSE CURVE F-
a C)
Z PIRR PRESSURIZED IRRIGATION CLIENT may make and retain copies of the Documents for reference, but J-U-B LZ
shall retain all common law,statutory and other reserved rights, including the LLJ
o PT POINT OF TANGENCY copyright thereto,and the same shall not be reused on this Project or any other LLl
z RC TOP BACK OF RIBBON CURB PROJECT NUMBER: 10-20-143 Project without J-U-B's prior written consent. Distribution of Documents to meet Y U
RDCO ROOF DRAIN CLEAN OUT regulatory or permitting requirements,or for similar purposes, in connection with the L J
Project, including but not limited to distribution to contractors or subcontractors for 0
° SD STORM DRAIN the performance of their work, is not to be construed as publication adversely
M
SS SANITARY SEWER affecting the reserved rights of J-U-B. The Documents are not intended for use in J creating dtm for grading or earthwork,survey staking layout(unless specifically m
SW SIDEWALK identified as such in the documents),or property boundary layouts. O
SDMH STORM DRAIN MANHOLE V
U B Any reuse without written consent by J-U-B,or without verification or adoption by
SSMH SANITARY SEWER MANHOLE J-U-B for the specific purpose intended by the reuse,will be at CLIENT's sole risk
The Engineer of Record certifies that the plans are prepared in and without liability or legal exposure to J U B.The CLIENT shall release,defend,
1 TBC TOP BACK OF CURB7 Y 9 p
substantial conformance with the ACHD policy and standards in
Z indemnify,and hold J-U-B harmless from any claims,damages,actions or causes of
w effect at the time of preparation. The Engineer acknowledges that
Y W WATER ACHD assumes no liability for errors or deficiencies in the design. J-U-B ENGINEERS INC. action, losses,and expenses, including reasonable attorneys'and expert fees,
o all variances from ACHD policy shall be approved in writing. The arising out of or resulting from such reuse.
following variances, listed by date and short description, were
z BASIS OF COORDINATES AND ELEVATIONS: approved far this protect: none If the Documents are provided in electronic format,the electronic documents are
C3 2 Ada County GIS coordinate system, Modified ID West 2760 W. Excursion Lane,Suite 400, Meridian, ID 83642 subject to the provisions of J-U-B's"electronic document/data limited license"found FILE: 10-20-143_C-001
o Transverse Mercator Projection atedocsjub.com. • JUBPROJ.#:10-20-143
.
z Origin Latitude: 41• 40' 0.0000" N p 208 376 7330 w www.jub.com DRAWN BY: JGC
w Origin Longitude:115' 45 0.0000 W
DESIGN BY: DSM
:
o False Northing: 0.0 LOCATED I N THE N E OF THE ONE INCH
d o False Easting: 2625138.996 CHECKED BY DSM
a m Scale Factor (Trimble): 1.00011328 Kr10M/VVIk1t'SOW.
� Units: US Survey Feet THE GATEWAY 4 I��
LANGDON ♦�� MAPPING Call before di AT FULL SIZE,IF NOT ONE
a Horizontal Datum: NAD83(CORS) ♦ y� 9
M o vertical Datum: NAVD88 Geoid09 OTHER 1-U-B COMPANIES ® GROUP -' INC. NE y4 OF SECTION 15, T.3 N., INCH SCA
°' � Horizontal & Vertical coordinates are based on IDTD CORS epoch 2010 (PID:AJ3346)
R.1 . B.M. ADA COUNTY, CALL 2 BUSINESS DAYS IN ADVANCE BEFORE LAST UPDATED:12 13/2021
SHEET NUMBER:
o a N: 43 39 10.57435 N IDAHO ' YOU DIG,GRADE, OR EXCAVATE FOR THE
W: 116 17 00.21332 W
IN: 24442.2 FT MARKING OF UNDERGROUND MEMBER C_oo 1
� N: 724442.040
o E: 2483948.712
o El: 2644.90 FT UTILITIES
FL 0
GENERAL ROADWAY, ACHD
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE CJ-u•B
ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE
FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC
ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT J-U-13 ENGINEERS,INC.
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. U
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND Z
SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. - J o
ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. Cn C co
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ORDER UNTIL THE SITUATION IS RESOLVED. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET Fn O 00 h` E
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND W p m o
ALL TIMES. LIDS. W U Q cl
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5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET Z x a)
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4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. W •- C N
PRIOR TO START OF WORK. Z cz 3
6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE 5
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK W o
IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. OWNER. O (D a-
7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS m
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. N
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 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB,
AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS.
PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT
GENERAL CONSTRUCTION NOTE NO. 1. LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING OF ANY FIRE HYDRANT. ASS\0 ENSFNciy
TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE
TO BE DETERMINED BY THE FIELD INSPECTOR.
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 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 6
FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE OF THE CURRENT EDITION OF ISPWC.
DEQ/QLPE APPROVED CONSTRUCTION PLANS. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) O 99g1s.��`"
WRITING PRIOR TO CONSTRUCTION. A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY 12 20/2021
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL DETAIL SHEET.
PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT B. STANDARD 6" VERTICAL CURB (NO GUTTER), ISPWC SD-701A.
LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. w
C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702.
12. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE a z w m o
DOCUMENT. D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708.
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13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. 0 w o w o CL
DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. ao=z m w
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14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. �a�3 o m
APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL o ai�3 x
BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. H. STANDARD CATCH MANHOLE, ISPWC SD-61 1. N S z o'w
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15. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE 3�a a o
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AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO <3 o m w, o
PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS a ?Z o N
16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR w o> > z
FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). o Z= ° w o
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO W z- 0- F_
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY m a 10°F J Ir
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO ° a 0
CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR Z M C,?o 0
17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE a o w o 3
MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR w. M o
CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND w m 3:z
SEWER, CITY OF MERIDIAN CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT a%o Y
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO v w J it w
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58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. POURING CONCRETE COLLARS. m=a>z o
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2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. z
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES"
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ALLOWED.
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 ROADWAY. CITY OF MERIDIAN
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS �r
z (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE Z
0 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE PIPE ZONE.
CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PAVEMENT REPAIR FROM UTILITY WORK, ACHD Cn
WATER, CITY OF MERIDIAN 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.
a 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC U U)
. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND I1J
o DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS.
w GENERAL CONSTRUCTION NOTE NO. 1. W
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL J _
REPLACE THE ENTIRE ROADWAY SURFACE.
Q DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER z U)
4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. LJ,J U)
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC W
o DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY W > O
Y ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. > Z
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS Y
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION J
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE BEGINS. 0 W
o CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
a (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). STORM DRAIN, ACHD J
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, m
STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES).w PAVEMENT
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS THEEPAVEMENT SEW , ORIANDOCONCRETEPIPE. L S REMOVED.SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME O
a AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH V
THE PUBLIC WORKS INSPECTOR. 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.
6. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL AREAS COVER SHALL BE 4 FEET. CThese
' APPROVED FOR
z 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, - �rj I`�N; CONSTRUCTION
Y SECTION 3.4.
w PRESSURIZED IRRIGATION, CITY OF MERIDIAN 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. plans and/or specifications have been reviewed for compliance
Meridian City Standards and Specifications.This review does not5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS ve the owner,engineer,or contractor of the responsibility to design
w BEING CONSTRUCTED. TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, and/or construct those facilities in compliance with all current applicable
SD-609 TYPE I. federal,state,and local laws,rules,regulations,ordinances, FILE: 10-20-143_C-002
55
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND development agreements,specifications,orders of approvals,all of �uB PRo�.n:to-20-ta3
s < 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES,
THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL which the City retains the right to enforce.Inconsistencies not noted by DRAWN BY: ,icc
Z AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE N0. 12.
QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. City staff shall not be construed as approved unless specifically
o DESIGN BY: DSM
m o 3. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTER, OR SIDEWALKS. 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. addressed in writing by the City.Any proposed revision to these plans c ECKED Bv: DSM
o ° must be submitted for review and compliance with the Meridian City
a - 4. THE PRESSURE IRRIGATION SYSTEM IS OWNED BY BICENTENNIAL FARMS SUBDIVISION HOMEOWNER'S ASSOCIATION. 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH Standards and Specifications before said revision is constructed. °N�IN H
LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING N0. SD-301.
� 3 AT FULL SIZE,IF NOT ONE
a - 5. BACKUP IRRIGATION WATER PROVIDED BY CITY OF MERIDIAN. THE IRRIGABLE ACREAGE FOR THIS PHASE IS 4.61 AC. Name CodeeKrausch INCH SCALE ACCORDINGLY
9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE Date 01/11/2022 LAST UPDATED:1vT712021
R INSTALLED WATER TIGHT.
Permit NumberLOIR-2o2,-ooa SHEET NUMBER:
N 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT.
a9
C-002
a o
CURVE TABLE ���\\\ �� � I / 1 Q N (JUS
CURVE# LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH ��r/ O
G 1 Dov I I I I 3
C1 173.78' 300.00' 89.40' 33°11'21" N76'57'47"E 171.36' J-U-B ENGINEERS,INC.
�� ���� ������ � ��� � � �- _2576-
C2 31.51' 300.00' 15.77' 6°01'04" N62'25'42"E 31.49' ��\ ���� ��\ \�� \ \ 78 V I J (A \ O
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// � ryy�h 19kOO / \ WATER NOTES STA: 20+41.67, 15.03' L O CASING PER COM STANDARD DWG SW1 & SW2 050° r y°Ls Zo'W
ti / W1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF W11 FIRE HYDRANT BOLLARD PER COM STANDARD ROADWAY ' z'<�a.W
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/ MAIN STUB. CONTRACTOR TO DIG & VERIFY SIZE, 1 o g'n�Z O N
/ MATERIAL, AND DEPTH OF WATERLINE PRIOR TO 0 23 LF 6" C900 WATER LINE R1 30 FT WIDE GRAVEL ACCESS ROAD oe W o w o
/ Z_ ir
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2" BLOW-OFF ASSEMBLY PER COM SD-W 13 O �_
w0 ���
8" 22.5° BEND & THRUST BLOCK 13 STA: 20+20.74, 17.39' L IDAHO POWER SLEEVES AND 4-6" DRY UTILITY HORZ 0 20 40 J 03o w
h STA: 20+36.1 1, 17.1 1' L STEEL SLEEVES. TOP OF CASING ELEVATION TO W 2 3 z
rL / 14 6" 22.5° BEND & THRUST BLOCK
/ w3 8" C900 WATER CROSSING WITH A 12" STEEL e MATCH 8 WATER MAIN CASING. COORDINATE
cti / LOCATION WITH IDAHO POWER PRIOR TO VERT o 5 10 Q W o w Y w
CASING PER COM STANDARD DWG SW1& SW2. STA: 20+43.39, 19.75' L ir
<W I. Z
C500 15 8" GATE VALVE INSTALLATION
SCALE IN FEET oaf?W
8fl/d /d d i7d- W4 39 LF 8" C900 WATER LINE m=¢ w o'
STA: 20+48.91, 12.34' L =Z o
1$ -= ==_ -_ --- GRADING �O=¢d lzd
w5 16 LF 8" C900 WATER LINE SANITARY SEWER NOTES
FIRE HYDRANT ASSEMBLY PER COM STANDARD c1 GRADING LIMITS
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 ❑� '
LOW PT STA: 21+97.02
s2 STANDARD MANHOLE PER ISPWC STANDARD DWG Low PT ELEV: 2579.29 5ilr- r+'
ws 8" 11.25' BEND & THRUST BLOCK SD-501 '
PVI STA: 22+12.02 fi; '
STA: 22+41.02, 14.08' R PVI ELEV: 2579.37
s3 T-TYPE CLEANOUT PER COM STANDARD DWG S1. I<:17 s7 Ef��r• w
z ws 87:7 " 22.5' BEND & THRUST BLOCK CAP FOR FUTURE EXTENSION Lvc: 30.00 Z
o STA: 22+03.10, 6.27' R LL
2585 �m r,cn 2585 0 Ir
...07 r-. .. Nn j +N +LO
m a Ld MATCH END TO EX STING A: 22+39.76U z
EXISTING GRADE a w a w
o &i c> cii 5 2.20%
g FINISHED GRADE AT ROADWAY FUTURE 48" AT ROADWAY m. ____- - --- z
w 2580 SUBTRACT 1.5' FOR SUBGRADE GRAVITY IRRIGATION m 2580
2' COVER 4' COVER / J Q
6 0.52% /. EXIST NG 8" W/L - a_
START STA: 17+96.76 / z 121:
EG: 2575.36 .;� -_ _ ------ . / � WLLj
W 2575 --- _
-------
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Z �_ --------- \ _ �� _- �_ 1 _ _ 2575 Y
---- ------------ o �'-----
Ir
_ / + 8„ C900 WATER p
W
o STA: 20+76.27 2.63 L `� STA 21+74.05 9.54' R Q
MEGALUG 45' BEND 8" DI /+ MEGALUG 45' BEND 8" DI J
2570 INV: 2573.94 M K �r INV: 2574.33 8" 2570 Q w
m �
w 22 LF 8" PVC ® 40% y _ 0
180 LF 8" PVC ® 0.40% EXISTING 8" SS U
a .............. .............. .... rrr rrc VED FOR .... .......... .... ........ ..... .......... ..... .......... ..... ........ ... ...... ......... ......
2565 E I IAN 0 2565
E CO 1_
wThcaa Nldlia did/orspecificatiu,i, Idvc I, I ICVIC u I I uuIIIN dice STA: 20+32.25, 4.74' R__ _ BEGIN CASING
Y wit u- t Standards I u P d u�c� of R END CASING
W rel c c c c1 ally c; d t c d�N y, uc�1y RIM: 2576.09 12.95 21+80.00. 30. 4• EXISTING CLEANOUT
...... .... ........ ..... ......... ..... . INV OUT. 2564.96 8 (NE) ...... �TC120+93.00,
...... .. . ...and/or construct I I� e facilities in co pliance with al,uu, nt applicable P OF CASING -STA: 22+44.32, 29.83' R
STA: 21+67.31 9.71' R RIM: 2580.93
~ 2560 STA: 20+90.00, 1.09' R MEGALUG 45' BEND W 4 LF 2560
w development agr u,iients,specificati ns,orders of appl-f Is,all of / INV IN: 2564.05 8"(W)
MH 1 ELEV: 2568.50_ -RESTRAINT LENGTH EACH SIDE
g which the City ret ii Is a-I1yI I,to enf rce.Inconsistencl,,s not noted by INV OUT: 2564.05 8"(E) FILE: 10-20-143_C-201
o STA. 20+54.44, 4.79 R TOP of CASING .
o ¢ City staff shall no bG construed as a roved unless sp,,ci Ically INV: 2567.65 $ JUB PROJ.#:10-20-143
addressed in writ n b the City.An ro osed revision„o these plans
RIM: 2576.21 STA: 21+60.00, 8.88 R
° a y y y p p INV IN: 2564.87 8"SW DRAWN BY: JGC
T must be.submitte I r review and co pliance with the ivIe idian.City ( ) ELEV;_2568.50
Standards and S euifications before said revision is co,I�t ucted. INV OUT: 2564.77 8"(E) DESIGN BY: DSM
0 2555 2555 CHECKED BY: DSM
om ... ... ......Name.Co ee Krausch ... .. .... .... .... .... ... ... ... ... ... .... .... ____ ....._ .. ... .. .... .. .... .. ... .. ... .... ONE INCH
... ... .. ..Date...ov 1/2022 .. ... .... .... .... .... ... ... ... ... ... .... .. STA: 20+82.22 0.94' L ... .. ... .. .... .. .... ... ... .... AT(FULL SIZE,SIZE,IF NOT F NOT ZONE
PermitN mberLDIR-20210o MEGALUG 45' BEND W/ 4 LF
RESTRAINT LENGTH EACH SIDE LAST UPDATED:1/5/2022
o a 2550 INV: 2567.65 8" --- -- - ------- 2550 SHEET NUMBER:
N �
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\ " 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-2 01
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CURVE TABLE ICJ-U-B
CURVE# LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH O
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Cl 173.78' 300.00' 89.40' 33'11'21" N76'57'47"E 171.36' �� �� ������� _ `- _ i% J-U-B ENGINEERS,INC.
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�'������ 2578 m
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/ MAIN STUB. CONTRACTOR TO DIG & VERIFY SIZE, w z
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w2 8" 22.5° BEND & THRUST BLOCK IDAHO POWER SLEEVES AND 4-6" DRY UTILITY "
h / 0 STA: 20+20.74, 17.39' L HORZ 0 20 40 ;o w
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14 6" 22.5° BEND & THRUST BLOCK a w° a N
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LOCATION WITH IDAHO POWER PRIOR TO VERT 0 5 10 w m
STA: 20+43.39, 19.75' L ��w
CASING PER COM STANDARD DWG SW1& SW2 O5°° � w ��
15 8" GATE VALVE INSTALLATION SCALE IN FEET �°w- ,�d GRADING m=Q;J �N
�d Vd- W4 39 LF 8" C900 WATER LINE STA: 20+48.91, 12.34' L =Z o
�0 0<0 N�z
A� ----------- -�r- -
w5 16 LF 8" C900 WATER LINE SANITARY SEWER NOTES
G1 GRADING LIMITS
FIRE HYDRANT ASSEMBLY PER COM STANDARD
DWG W8 S1 CONNECT TO EXISTING SANITARY SEWER MAIN �� 1D1�j-
STA: 20+43.40, 38.50' L AND REMOVE EXISTING CLEANOUT. =9 "E
IE: 2564.05 �,■,
w7 170 LF 8" C900 WATER LINE LOW PT STA: 21+97.02 F{ }}�
S2 STANDARD MANHOLE PER ISPWC STANDARD DWG LOW PT ELEV: 2579.29 -
ws 8" 11.25° BEND & THRUST BLOCK SD-501 Pvl STA: 22+12.02
STA: 22+41.02, 14.08' R s3 T-TYPE CLEANOUT PER COM STANDARD DWG S1. PVI E<E17 22579.37 : Lu
CD w9 8" 22.5° BEND & THRUST BLOCK CAP FOR FUTURE EXTENSION Lvc: 30.00 Z
o STA: 22+03.10, 6.27' R LL
040) NO r/1 O
2585 o� 2585 `�J
07 N� O
+ +
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o - - _ _ _ _ _ _ _ _ _EXISTING GRADE -cV U --N cwi 2.20� MATCH TO EXISTING
o FINISHED GRADE AT ROADWAY (L-, AT ROADWAY �> -----.. W Q
FUTURE 48" c�m --c1 -_--- z
w 2580 SUBTRACT 1.5' FOR SUBGRADE GRAVITY IRRIGATION m 2580 - Q
2' COVER 4' COVER
0 0.52% / EXIST NG 8" W/L - ~ a_START STA: 17+96.76 - - - __ / _ z
Ir
EG: 2575.36 _ _ __ _ _ _ - ,_ - ------ / � LLl
7
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2575
Z ---------- \ / 2575 YLu
-- ---
m -- \ / o 8" C900 WATER � J �
w _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p LLB
o - - STA: 0+76.27 2.63' L _ _ STA: 21+74.05 9.54' R Z
a' - - MEGA G 45' BEND 8" DI - - MEGALUG 45• BEND 8" DI
2570 INV: 2573.94 INV: 2574.33 8" 2570 Q W
Q
0
5 LF 8" PVC ® 0.40%
2565 - - 56 LF 8" PVC ® 0.40% 2565
m CO 1
Z STA. 20+43.84, 9.99 R
_ _ _ BEGIN CASING
RIM: 2576.04
2 END CASING
INV OUT: 2564.91 8" NE TO 0+93.00, 12.95 R __ _ _ _ - I 0.00, 30.94 R
( ) P OF CASING STA: 21+67.31 9.71' R ECISTING CLEANOUT
~ 2560 MH 1 STA: 20+90.00, 1.09' R 2 TA: 22+44.30, 29.83' R
w MEGALUG 45' BEND W/ 4 LF RIM: 2580.93 2560
ELEV: 2568.50
d � -STA. 20+80.18, 7.95 R - FILE: 10 za1a3_a-zo1
o a RIM: 2578.52 -RESTRAINT LENGTH EACH SIDE ..........INV OUT: 25604 05 8(E)
INV IN: 2564.77 8'(SW) STA: 21+60.00, 8A88NR INV: 2567.65 8
a w JUB PROJ.#:10-20-143
DRAWN BY: JGC
INV OUT: 2564.67 8"(E) ELEV: 2568.50
m o DESIGN BY: DSM
0 2555 2555 CHECKED BY: DSM
ONE INCH
STA: 20+82.22 0.94' L
s AT FULL SIZE,IF NOT ONE
MEGALUG 45' BEND W/ 4 LF _ INCH ACCORDINGLY
RESTRAINT LENGTH EACH SIDE AST uPDnrED:v1312022
R 2550 INV: 2567.65 8 2550 SHEET NUMBER:
\ 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
N
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FUTURE ROADWAY FUTURE 48"0 RCP
SUBGRADE GRAVITY IRRIGATION J-U-B ENGINEERS,INC.
2' MIN. U
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2" CRUSHED SURFACE 58 i 0 0 �
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COMPACTED SUBGRADE 3' Z > c 3
TOP OF CASING PIPE MIN. W C:)
ELEV: 2568.50
-----------------
TEMPORARY GRAVEL ACCESS ROAD OE1PE CROSSING DETAIL
SCALE: N.T.S. SCALE: N.T.S. FSg\o NAL ENSF't'�iy
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w ' APPROVED FOR
rantd�e/sor
E IT)T11N— CONSTRUCTION
plans and/or specifications have been reviewed for compliance
w eridian City Standards and Specifications.This review does not
e the owner,engineer,or contractor of the responsibility to design
construct those facilities in compliance with all current applicable
w federal,state,and local laws,rules,regulations,ordinances,
Udevelopment agreements,specifications,orders of approvals,all of FILE: 10-20-143_c-500
a which the City retains the right to enforce.Inconsistencies not noted by uB PRO.n:10-20-1a3
City staff shall not be construed as approved unless specifically
m z DRAWN BY: JGC
W addressed in writing by the City.Any proposed revision to these plans
c, DESIGN BY: DSM
m must be submitted for review and compliance with the Meridian City
p Standards and Specifications before said revision is constructed. CHECKED BY DSM
o m ONE INCH
a z Name Codee Kmusch
� 3 AT FULL SIZE,IF NOT ONE
Date 0111112022
NCH SCALE ACCORDINGLY
aN
Permi LAsruPDnrED:lvrn2a21
SHEET NUMBER:
a9
C-500
a o