HomeMy WebLinkAboutDWG_C-1 Cover Sheet - Franklin Industrial + 4'
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IMPROVEMENT PLANS
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A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 1 Y
EAST OF THE CITY OF MERIDIAN, COUNTY OF ADA, STATE OF IDAHO. VICINITY MAP J of
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GENERAL CONSTRUCTION: ROADWAY
1. ALL CONSTRUCTION SHALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL O
WORKS CONSTRUCTION" (ISPWC) THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED
STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATIONS IN WRITING BY THE DISTRICT. 'jo��
DEPARTMENT(ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. R
2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR �� O�
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ITD AT LEAST TWENTY-FOUR(24) HOURS PRIOR TO ANY CONSTRUCTION. O �O o
ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD �� �y6 d-
SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP OF WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONTRACTOR SHALL J Ln c O c(_
SCHEDULE WITH INSPECTION SERVICES AT 208-387-6280. Q i W
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. z0 W a_ Cn
4. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE
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4. ALL CONTRACTORS, SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. PUBLIC RIGHT-OF-WAY.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY 5. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, VALLEY GUTTER OR y�� SAP
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BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24) HOUR PRIOR NOTICE. SIDEWALK IMPROVEMENTS.
OWNER/TEAM INFORMATION
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR 6. CONTRACTOR SHALL COORDINATE WITH ACHD FOR PATCHING REQUIREMENTS IN THE EXISTING ROADWAYS.
CLOSE WATER VALVES. OWNER CIVIL ENGINEER ARCHITECT
7. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY
7. ALL MATERIALS FURNISHED ON, OR FOR THE PROJECT MUST MEET MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. FRANKLIN STORAGE LLC TRICO ENGINEERING, LLC HATCH DESIGN ARCHITECTURE c N
APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 4211 E LANARK ST. 231 SWANSON AVENUE, STE. 204 200 WEST 36TH STREET m M
SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR �*
ID 83642 LAKE HAVASU CITY,AZ 86403 BOISE, IDAHO 83714 M N
SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS, AND CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE MERIDIAN, PH: (928)230-4969 PH: (208)475-3205
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF CITY OF MERIDIAN 24 HOURS PRIOR TO POURING CONCRETE COLLAR.
AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. CONTACT: SEAN PERROTTO, P.E. CONTACT: JEFF HATCH
9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. a
9. INSPECTIONS, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND UTILITY COMPANIES
10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH o F
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. WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION.
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FILED SANITARY SEWER SERVICE GAS SERVICE WATER SERVICE W
CONSTRUCTION. INSPECTOR. PUBLIC WORKS DEPARTMENT JEROME UTILITY DIVISION PUBLIC WORKS DEPARTMENT W
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRIC PERMIT FROM THE BUILDING 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED IN COMPACTED IN ACCORDANCE WITH SECTION 101.05 OF THE LATEST EDITION OF ADA 33 E. BROADWAY AVE. 152 E. AVENUE A 33 E. BROADWAY AVE. Z
DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS ,MUST BE COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. MERIDIAN, ID 83642 JEROME, ID 83338 MERIDIAN, ID 83642 1�+
(208)898-5500 (208)324-8189 (208) 898-5500
APPROVED IN WRITING FROM THE CITY ENGINEER. 13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAWCUT 2' MIN. FROM THE EDGE OF PAVEMENT OR AS REQUIED TO PROVIDE A GOOD N
EDGE TO BIND NEW ASPHALT. STORM WATER FACILITIES ELECTRIC SERVICE COMMUNICATIONS
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WATER 14. ALL UTILITY AND OR IRRIGATION FACILITIES WHICH INTERFERE WITH REQUIRED STREET IMPROVEMENTS SHALL BE RELOCATED AT THE OWNERS EXPENSE. PUBLIC WORKS DEPARTMENT IDAHO POWER CENTURYLINK
33 E. BROADWAY AVE. P.O. BOX 70 P.O. BOX 931 z�'
15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A RIGHT-OF-WAY PERMIT. a w u
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA MERIDIAN, ID 83642 BOISE, ID 83707 BOISE, ID 83707 N
58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 16. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ABOVE REFERENCED STANDARDS AND SPECIFICATIONS ONSITE AT (208) 898-5500 (208)388-2323 (800)244-1111 IV
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ALL TIMES DURING CONSTRUCTION. a
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE A 17. ALL PEDESTRIAN RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER THE ACHD SUPPLEMENT TO THE CURRENT EDITION OF THE ISPWC `�3
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 STD DWG. SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (ADHESIVE MATS ARE NOT ALLOWED)AND SHALL BE TRAFFIC YELLOW IN COLOR. a
DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS: SD-301,SD-303 AND SD-806 OR AS MODIFIED BY THE ADA N
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) COUNTY HIGHWAY DISTRICT.
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT DRAWING INDEX
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT THE ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL
SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED NO. TITLE
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. BY FOR THE PROJECT: NONE. C-1 COVER SHEET
SEEPAGE BEDS, DRAINAGE SWALES). 20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE WITH THE ADA STANDARDS. C-2 OVERALL SITE INDEX MAP
a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF SLOPES INCLUDING CROSS-SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE DISTRICT WILL ADHERE TO A STRICT"NO TOLERANCES" POLICY. C-3 STREET PLAN & PROFILE
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N WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 21. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING C-4 STREET UTILITY PLAN & PROFILE
N CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. C-5 FLEX BUILDING GRADING & DRAINAGE PLAN
SEWER 21.1 ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY C-6 FLEX BUILDING UTILITY PLAN r,
AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. C-7 FLEX BUILDING IRRIGATION PLAN
i 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16)AS WELL AS THE STANDARDS 21.2 IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL C-8 GENERAL DETAILS IREPLACE THE ENTIRE ROADWAY.
C-9 GENERAL DETAILS II
� 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 21.3 CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINES DOES NOT FALL WITHIN THE WHEEL PATH OF C-10 GENERAL DETAILS III
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•U 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 A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. W
q) EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 21.4 FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD F�
FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. �\VI
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) 21.5 ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W
FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF r, ✓
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 22• CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT SPECIFICATIONS SECTION 3.02.
WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 23. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING ^ a/
3 a 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER PAVEMENT MARKINGS. FBI N
TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES).
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ROADWAY
0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR
N ITD AT LEAST TWENTY-FOUR(24) HOURS PRIOR TO ANY CONSTRUCTION.
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2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.
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FLOOD INFORMATION: A e A
DRAINAGE w N
o SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP NO.
1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE 16001CO252G, WITH A DATE OF IDENTIFICATION OF OCTOBER 2020, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH
o FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER SAID PROPERTY IS SITUATED. Plans Are Accepted For Public
ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE
1- PERMIT.
Street Construction
TEMPORARY BENCHMARK:
By stamping and signing the improvement plans,the Registered
PRESSURIZED IRRIGATION Engineer ensures the District that the plans conform to all District 3
CENTERLINE OF E. LANARK ST. AT WESTERN PROPERTY LINE, 1/2" IRON PIN, ELEV. =2687.34'. policies and standards. Variances or waivers must be specifically x
y SOUTHEAST CORNER OF PROPERTY LINE, 5/8" IRON PIN, ELEV. =2644.20' and previously approved by the District in writing. Acceptance of
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0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. the improvement plans by the District does not relieve the f N
`� Registered Engineer of these responsibilities. w �'
w 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION BASIS OF BEARING:
Z° SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. BY GATE 06/18/2024 El
kl ADA COUN�Y HIGHWAY DISTRICT
o N 89°20'44"W BETWEEN FOUND MONUMENTS AT THE SOUTH 1/4 CORNER AND THE SOUTHEAST CORNER OF SECTION 9.
EASEMENT NOTES
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1. ENSURE NO PERMANENT STRUCTURES (TREES, BUSHES, BUILDINGS, CARPORTS, TRASH RECEPTACLE WALLS, FENCES, INFILTRATION TRENCHES, LIGHT POLES, w
ETC.)ARE BUILT WITHIN THE UTILITY EASEMENT. w
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