HomeMy WebLinkAboutC1.00_General Cover Sheet & Notes ' M1 M1 M1 � ��= T H E
Southridge South Subdivision Ph se 2
LAN D
- G R O U P
Ch lienger Development
Constructmion Drawings
City of Meridian - Standard Notes: Engineer's Standard Notes: Benchmark Notes: Vicinity Map:
GENERAL CONSTRUCTION 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE SEE TOPOGRAPHIC SURVEY(SHEET C1.01) FOR BENCHMARK LOCATIONS INTERSTATE 1-84
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR
THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. --_
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY TBM #1 : 5/8" REBAR WITH CAP
ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), ELEV=2610.94
AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY
STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE
WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TBM #2: 5/8" REBAR WITH CAP
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR ELEV=2609.59 W. OVERLAND RD--��t,
SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE.
ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER TBM: CHISELED SQUARE ON THE SOUTHWESTERLY CORNER OF THE SIGNAL
UNTIL THE SITUATION IS RESOLVED. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LIGHT CONTROL BOX AT THE SOUTHWEST CORNER OF OVERLAND ROAD
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES AND LINDER ROAD.
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE ELEV=2610.62 TB#1
ALL TIMES. COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE PROJECT
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE HORIZONTAL&VERTICAL DATUM: w � TB#2
PRIOR TO START OF WORK. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT 1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) AREA
LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) w N
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS I
REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES
DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE AND Standard Notes: z W
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER. J
MAY NOT OPEN OR CLOSE WATER VALVES.
5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND ACHD STANDARD CONDITIONS:
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7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING PROTECTED. 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY.
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 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR
CONSTRUCTION NOTE NO. 1. 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY RIGHT-OF-WAY.
CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES CONSTRUCTION. 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE
FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. Ind
7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. Sheet ex: Sheet Index: Z
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC NO
WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. SHEET SHEET O
FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN SHEET TITLE SHEET TITLE
APPROVED CONSTRUCTION PLANS. WRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED,THE 2013 EDITION OF THE ISPWC 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN NUMBER NUMBER
WAS THE MOST-RECENTLY ADOPTED. WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S GENERAL WATER PLAN O
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN C1.00 COVER SHEET&NOTES C5.00 OVERALL WATER PLAN
WRITING PRIOR TO CONSTRUCTION. 8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE C1.01 EXISTING CONDITIONS C5.01 WATER PLAN
NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. C1.02 PHASE 2 OVERVIEW C5.02 WATER PLAN y
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS C1.20 STREET LIGHTING C5.03 WATER PLAN
PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING Q
OTHERWISE NOTED.THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. C1.25 STREET SIGNING &STRIPING PLAN PRESSURE IRRIGATION
LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR C1.30 MASS GRADING C6.01 IRRIGATION PLAN
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SEWER
10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. DETAILS. SWPPP C6.02 IRRIGATION PLAN
7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE C1.50 SWPPP PROJECT OVERVIEW C6.03 IRRIGATION DETAILS
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) 11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. C1.51 PHASE 2 SWPPP PLAN LANDSCAPE
AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS C1.52 WATERS OF THE US L1.00 OVERVIEW
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM
RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES 8 BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE . THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE C1.55 SWPPP DETAILS L1.01 LANDSCAPE PLAN -AREA A
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN OR FILLED)ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. DETAILS L1.02 LANDSCAPE PLAN -AREA B
AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S C2.01 ROADWAY TYPICAL SECTIONS L1.03 LANDSCAPE PLAN -AREA C p
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR C2.10 INTERSECTION DETAILS L1.50 LANDSCAPE DETAILS _
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL ACHD ROADWAY NOTES: C2.11 INTERSECTION DETAILS FINAL PLAT p
COST TO THE OWNER. 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND C2.12 INTERSECTION DETAILS SHEET 1 OF 8
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE C2.13 INTERSECTION DETAILS SHEET 2 OF 8 ccz
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, Q
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. C2.14 INTERSECTION DETAILS SHEET 3 OF 8 O = p
1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE C2.15 INTERSECTION DETAILS SHEET 4 OF 8 oC
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA TRAFFIC,WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. ; w
58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD C2.16 INTERSECTION DETAILS -- SHEET 5 OF 8 y � �
13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS POLICY MANUAL: C2.17 INTERSECTION DETAILS SHEET 6 OF 8
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE C2.50 ACHD DRAINAGE DETAILS SHEET 7 OF 8
CROSSES A STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. ROADWAY PLAN &PROFILES SHEET 8 OF 8
STANDARDS AT THE WORK SITE AT ALL TIMES. Revisions
1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, C3.01 W RIO DE PLATA DR BRIDGE STRUCTURAL PLANS
WATER 14. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD ASBUILT CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C3.02 W RIO DE PLATA DR S0.01 STRUCTURAL COVER SHEET 1. AGENCY COMMENTS 07-28-25
CE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL C3.03 W RIO DE PLATA DR S0.02 GENERAL NOTES
CONTRACTOR SHALL REPLACE
2 2. . A
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR 1. WITHIN THE WHEEL PATH A A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A C3.04 W RIO DE PLATA DR S1.01 FOUNDATION PLAN
WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL
CONSTRUCTION NOTE NO. 1. OF RECORD DRAWINGS. TRAVEL LANE. C3.05 S HITCHING POST WAY S1.02 CULVERT DETAILS
1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS C3.06 S HITCHING POST WAY S1.03 CULVERT DETAILS
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A C3.07 S COUNTRY VIEW WAY S2.01 REINFORCING CUT SHEET
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START CRITICAL FACTOR.
AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT(ACHD) INFRASTRUCTURE. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE C3.08 S COUNTRY VIEW WAY S2.02 REINFORCING CUT SHEET
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, C3.09 S COUNTRY VIEW WAY
CONSTRUCTION BEGINS. C3.10 W EVENING SUN ST
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET .
SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. C3.11 S SUN DRENCHED AVE Client / Owner / Developer:
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3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS REPAIRS)WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE C3.12 W FRANCIA ST p
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER SECTION NOTED ON THE ASPHALT PAVING SECTION DETAILS, SHEET C2.01. USE WHICHEVER SECTION IS RIDENBAUGH CANAL
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE GREATER. C3.50 BRIDGE PLAN CHALLENGER DEVELOPMENT
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA C3.51 BRIDGE PROFILE 1977 E. OVERLAND RD.
58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. C3.52 BRIDGE DETAILS
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM C3.70 PATHWAY PLAN MERIDIAN, ID 83642
WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION C3.71 PATHWAY PLAN CONTACT: JUSTIN BLACKSTOCK
Cityof Meridian - Link to C3.72 PATHWAY PLAN
DIVISION. CONTACT INSPECTION SERVICES AT 208-387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. PH: 208.871 .0642
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS TONAL
C3.75 PATHWAY SECTIONS
AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE Design & Construction Supplemental Specifications: INSPECTION REQUESTS REQUIRE A MINIMUM OF 24 HOUR PRIOR NOTICE. SANITARY SEWER EMAIL: highmark.development@gmail.com ��5$��STF
PUBLIC WORKS INSPECTOR. C400 INDEX
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT Project Engineer:
ROADWAY ACCELA (CITIZEN ACCESS PORTAL) ■. ■ ■ MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION C4.01 LINE B
SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. C4.02 LINE B 10961
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY RECORD ID/PERMIT NUMBER: c4.03 LINE B THE LAND GROUP, INC. s o
CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. ■� � � • •
y •' 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL C4.04 LINE 131 CONTACT: JASON DENSMER PE f -1 OF 0�
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. C4.05 LINE B2 �soN DE's,
ZONE. 1■ 1 CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR C4.06 LINE B2 462 E. SHORE DR., SUITE 100
PRESSURIZED IRRIGATION 7 ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. C4.07 LINE D &E EAGLE, ID 83616 D�128/2D25
• C4.08 LINE F Project No.: 121172
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS C4.09 LINE G PH: 208.939.4041 Date of Issuance: 07-28-2025
,
BEING CONSTRUCTED. • Certification of Compliance with Design Standards: C4.10 LINE G EMAIL: Jason theland Inc.com Project Milestone: AGENCY RESUBMITTAL
C4.11 LINE G1 @ grou p
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD General
THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES
QUALITY(DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN Cover Sheet & Notes
DRAINAGE Dig ine, Inc. ONEING.THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE PROJECT:
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o 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR Call Before You Dig
ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND +u+ C1 ■0 0
CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE 811
LL�o INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. v 1 1