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PZ - Civil Plans revised L Q Q a BORDEAUX ESTATES SUBDIVISION 5665 N MERIDIAN ROAD MERIDIAN , IDAHO 0 T z CY) w 00 s. ' ' p _ - }, U o C) � • i w' U cn PROJECT SITE20 �..L., C D c z W PRODUCER ROAD w W o Iij T C J- .I -2 — i Revisions L` M z�n o0 Q SHEET INDEX W o O co h o� Sheet Sheet Title � z No. r C0.0 Cover Sheet C0 C0.1 Legend and Notes I� \ 4 v��• , �=;� t+l�; C0.2 Details W C0.3 Demolition Plan C1.0 Overall Grading Plan C2.0 N Hayfield Plan&Profile d d = U C2.1 Meridian Road Improvements 2 0 a C3.0 Overall Utility Plan T W W p � } N 1 C3.1 Sewer Plan&Profile a } 120 0 m N C4.0 Stormwater Plan 2 m W 0 N MIN -- 7 C5.0 Erosion&Sediment Control Plan W J U U LiJ W � a Rim, z - j !— • I aY MCMILLAN- ROAD - - . P __ VICINITY MAP p p NOT TO SCALE �/� Z ��/J v a vJ Q NOTE Lli THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS Q W< C SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, G MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR W z COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF X L0 THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS (C) SHOWN ON THE PLANS. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, Z) Co SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE Q Lo COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. W THE CONTRACTOR SHALL BE REQUIRED AND RESPONSIBLE TO POTHOLE FOR ALL EXISTING UTILITIES TO VERIFY 0 EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION AND EXCAVATION ACTIVITIES. 0/ O m Project Contacts Datum: Notes: Disclaimer: Owner: Planning and Zoning: Health Autority: BASIS OF BEARING: 1. ALL CONSTRUCTION SHALL CONFORM WITH LOCAL & STATE It is understood that these plans were oNAL ENS, Michael Jobes City of Meridian Planning and Zoning Central District Health Department BUILDING, PLUMBING, AND ELECTRICAL CODE. designed in accordance with standard �pFF'��\STE � PO Box 140798 Department Ph: (208) 375-5211 IDAHO STATE PLANE WEST ZONE, NAD 83 2011 practices accepted through the field of Boise, ID 83714 Ph: (208) 884-5533 ( ) p racces widely acce p g Utility Locator Service: PROJECT ORIGIN COORDINATES 2. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE civil engineering and surveying. Although the 16369 Civil Engineer: Sewer&Water: Dig Line N=730449.35 AND BASED UPON INFORMATION PROVIDED BY UTILITY COMPANIES plans represented here have been designed �7/22/22 0 Ackerman-Estvold City of Meridian Ph: 1(800)-342-1585 E=2449403.99 AND FIELD OBSERVATIONS. ACCURACY OF LOCATIONS OF ALL by, or under the direct supervision of, a 9TF 7661 W Riverside Dr. Ste 102 Ph: (208) 888-4433 Z=2570.79 UNDERGROUND UTILITIES IS NEITHER GUARANTEED NOR registered professional engineer, GardeGarden City, ID 83714 � M . n en City, ID 3 Power: COMBINED SCALE FACTOR=1.000149102885 WARRANTED. CONTRACTOR SHALL BE RESPONSIBLE FOR Ackerman-Estvold will not be responsible for Contact: Antonio Conti, PE, PLS Idaho Power VERTICAL DATUM NAVD88 LOCATING AND VERIFYING ALL UNDERGROUND UTILITIES PRIOR TO the accuracy of any physical work that is not PROJECT NO. antonio.contip_ackerman-estvold.com Ph: (208) 388-6320 GEOID 2018 CONSTRUCTION. constructed under the direct full time R22049 observation of personnel employed by Surveyor: Gas: 3. PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR Ackerman-Estvold. COVER SHEET JJ Howard LLC Intermountain Gas Company SHALL FILE A "NOTICE OF INTENT TO OBTAIN COVERAGE UNDER 5983 W State St, Suite D Ph: (208) 377-6863 THE NDPDES GENERAL PERMIT FOR STORM WATER DISCHARGE Boise, ID 83703 Digline: (800) 342-1585 ASSOCIATED WITH CONSTRUCTION ACTIVITY" (NOI). CO.O CITY OF MERIDIAN STANDARD NOTES (MARCH = 8) GENERAL ABBREVIATIONS GENERAL CONSTRUCTION PRESSURIZED IRRIGATION PROPOSED TOPOGRAPHY FEATURES PROPOSED UTILITIES Q A 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS FM FM Sanitary Sewer Force Main ARV -Air Release Valve O CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 1905 - Proposed Topographic Contour (Major) ASME -American Society Of Mechanical Engineers OC On Center ' CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY O Sanitary Sewer Manhole ASTM -American Society Of Testing Materials OD -Outside Diameter p SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE 1902 Proposed Topographic Contour (Minor) AVAR -Air Vacuum And Air Release STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO 0 Sanitary Sewer Cleanout B PV P-Pavement m (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF Proposed Curb & Gutter BFP -Backflow Preventer PSI -Pounds Per Square Inch DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS MERIDIAN WATER DEPARTMENT. SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. _SS ss Sanitary Sewer Gravity Main BLDG -Building PVC -Polyvinyl Chloride 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN DRAINAGE Sign (Single or Double Post) C Q _ STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY Storm Sewer Catch Basin CB -Catch Basin QTY -Quantity ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE 0 Post or Bollard CIF -Cubic Foot WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR Storm Sewer Inlet Manhole CFS -Cubic Feet Per Second R STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE OO Cl -Cast Iron RBR -Rebar WORK ORDER UNTIL THE SITUATION IS RESOLVED. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE d Mail Box FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER O Storm Sewer Manhole CJ -Construction Joint RCP -Reinforced Concrete Pipe 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED APPROVED FOR ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE -Control Joint RJ -Restrained Joint CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE Asphalt Pavement Hatch CL -Centerline 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL APPROPRIATE PERMIT. Storm Sewer End Section CLR -Clear S ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Concrete Pavement Hatch CMP -Corrugated Metal Pipe S -Slope 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS CO -Cleanout SF -Square Feet sr sr Storm Sewer Gravity Main CNC -Concrete SS -Sanitary Sewer ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY o BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR __ Gravel Pavement Hatch CU -Cubic SSMH -Sanitary Sewer Manhole NOTICE. GENERAL NOTES: O Water Manhole CY -Cubic Yard SD -Storm Sewer STA -Station 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS D STD -Standard PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR Fire Hydrant - c 1 . ALL WORK SHALL CONFORM TO THE PROJECT NOTES, DETAILS, CONSTRUCTED BY THEIR WORK CREWS UNTIL THE WORK IS DTL -Detail SDMH -Storm Sewer Manhole o CLOSE WATER VALVES. SPECIFICATIONS, AND THE CITY OF MERIDIAN STANDARDS. WHERE ACCEPTED BY THE OWNER FOR CONTINUOUS OPERATION AND DI -Ductile Iron T 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE NOT SPECIFIED, ALL WORK SHALL CONFORM TO THE 2017, OR MAINTENANCE. H Water Valve DIA -Diameter T MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST MOST CURRENT, EDITION OF THE IDAHO STANDARDS FOR PUBLIC DIM -Dimension OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS WORKS CONSTRUCTION (ISPWC). IN THE EVENT THAT ANY OF THESE 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL DIP -Ductile Iron Pipe TBC -Top Back Curb SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT STANDARDS CONFLICT, THE MORE STRINGENT SHALL BE THE APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY INCLUDING, 9 Water Curb Stop DR -Drain TOC -Top Of Concrete z MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONTROLLING STANDARDS OR SPECIFICATIONS. BUT NOT LIMITED TO, SAFE WORKING PRACTICES WITHIN AND DWG -Drawing TOG -Top Of Grout CONSTRUCTION NOTE NO. 1. AROUND THE CONSTRUCTION AREA. IN ADDITION JURISDICTIONAL 2. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" SHALL AGENCIES, THE OWNER, AND THE PROJECT ENGINEER SHALL NOT W " Water Main TOW -Top Of Wall 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE E TYP -Typical BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS. APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING , _ EX -Existing ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" STAMP i i i i i-i i Water Fittings E OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF - - EL -Elevation U p SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. 19. THE CONTRACTOR IS TO OBTAIN ALL APPLICABLE PERMITS. ASPHALT PAVING. EP -Edge Of Pavement U -U Post �? o 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND 3. THE CONTRACTOR SHALL KEEP ONSITE AT ALL TIMES A COPY OF 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND Water Reducer EJ -Expansion Joint UV -Ultra Violet n o o N SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, THE APPROVED CONSTRUCTION PLANS. THESE PLANS SHALL BE DISPOSAL OF ANY EXCESS ONSITE MATERIALS AS NECESSARY TO LJ 00 + .o AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT USED TO RECORD THE ACTUAL LOCATIONS OF THE CONSTRUCTED COMPLETE THE PROJECT. Water Cap F V LO � m RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE PIPELINE(S) AND ANY OTHER UTILITIES ENCOUNTERED. THE FF -Finish Floor VERT -Vertical O WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CONTRACTOR SHALL PROVIDE THESE RECORDED LOCATIONS TO THE 21 . IF ANY ITEMS OF SUSPECTED HISTORICAL OR ARCHAEOLOGICAL FG -Finish Grade VCP -Vitrified Clay Pipe z c z APPROVED CONSTRUCTION PLANS. PROJECT ENGINEER FOR USE IN THE PRODUCTION OF RECORD VALUE ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR FH -Fire Hydrant ­7 E _ DRAWINGS PRIOR TO FINAL APPROVAL/ACCEPTANCE OF THE WILL BE REQUIRED TO STOP WORK AND CONTACT THE OWNER, FL -Flowline W Ld 1� 0 " o 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST PROJECT. PROJECT ENGINEER, AS WELL AS THE STATE HISTORICAL FT -Feet W -Water .cn HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO PRESERVATION OFFICE. W/ -With t } CONSTRUCTION. 4. EXISTING SITE INFORMATION INCLUDING THE LOCATION OF EXISTING G W/O -Without v w LU 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL SITE CONDITIONS AND SURFACE TOPOGRAPHY AS SHOWN ON THESE 22. IF DURING CONSTRUCTION OF THE PROJECT, AN UNDERGROUND GAL Gallon WS -Water Surface o CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING PLANS HAS BEEN PROVIDED BY JJ HOWARD SURVEYING. THE STORAGE TANK, BURIED DRUM, OTHER CONTAINER, CONTAMINATED GPM -Gallons Per Minute WSP -Welded Steel Pipe +r z DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN EXISTING SITE INFORMATION IS PROVIDED FOR THE CONVENIENCE OF SOIL, OR DEBRIS NOT SCHEDULED FOR REMOVAL UNDER THE GV -Gate Valve o STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE THE CONTRACTOR AND SHALL BE FIELD VERIFIED BY THE CONTRACT IS DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY APPROVED IN WRITING FROM THE CITY ENGINEER. CONTRACTOR'S CONSTRUCTION SURVEY PRIOR TO THE START OF NOTIFY THE OWNER AND THE PROJECT ENGINEER. NO ATTEMPT X ti M U_H X Chisel X r � ANY PROJECT CONSTRUCTION. THE CONTRACTOR SHALL BE SHALL BE MADE TO EXCAVATE, OPEN, OR REMOVE SUCH MATERIAL HP -Horsepower ti oo - WATER RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION STAKING. WITHOUT WRITTEN APPROVAL. HWL -High Water Level Y C:) M z 5. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING YID -Yard ` r OR o UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS WERE YR -Year r .� 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE ID -Inside Diameter STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS OBTAINED FROM SOURCES OF VARYING RELIABILITY. THECONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL ACHD STANDARD NOTES IN -Inch z (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF INV -Invert Elevation ZON -Zoning REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. SUCH UNDERGROUND UTILITIES. THE PROJECT ENGINEER ASSUMES IP -Iron Pin 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND DE (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD LINEATION OF SUCH UNDERGROUND UTILITIES, OR THE EXISTENCE J IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS DE OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS JT -Joint (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO A CRITICAL FACTOR. z z NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. Q Q EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED M J J v TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY EXACT BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. - a 0- WILL = o < SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE START OF ANY M -Meter X X Q PROJECT CONSTRUCTION. ANY LOCATION WHICH MAY POSE A APPROVED IN WRITING BY THE DISTRICT. MGD -Million Gallons Per Da w w o } N WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER y o- o- m cv 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT co IDAPA 58.01 .08 SYSTEMS o N ( ) AND SECTION 430.02 OF THE WASTEWATER CONFLICT WITH THE PROPOSED CONSTRUCTION MUST BE REPORTED MH -Manhole 2. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE N= m o TO THE PROJECT ENGINEER PRIOR TO THE START OF ANY PROJECT MISC -Miscellaneous �- > w w RULES (IDAPA 58.01.16). ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC w w z z Y CONSTRUCTION. MJ -Mechanical Joint J J 3: LD U ui 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE Q Q Q U) w WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 6. THE CONTRACTOR SHALL CALL DIG LINE (800-342-1585) TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY WILL REQUIRE A ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. N U) U) 0 o v o (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND LOCATE ALL EXISTING UTILITIES AT LEAST THREE (3) DAYS PRIOR SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES NITS -Not To Scale NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) TO THE START OF CONSTRUCTION. DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED REQUESTED THROUGH ACHD INSPECTION SERVICES, 208-387-6284, ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY 7 IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER A MINIMUM DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE OF SEVENTY-TWO (72) HOURS PRIOR TO THE START OF PROJECT A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. AND EXISTING PAVEMENT MARKINGS. O WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION. 3. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO EXCAVATE IN PUBLIC CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE v) WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT RIGHT OF WAY, FROM THE CITY OF MERIDIAN PRIOR TO THE START APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD, RIGHT-OF-WAY PERMIT. ` FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). OF PROJECT CONSTRUCTION. 208-387-6280, PRIOR TO INITIATING ANY CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. GRADING, DRAINAGE, AND EROSION CONTROL NOTES: M� CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTROL ASSOCIATED WITH THE PROJECT AND SHALL AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED W CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. DEVELOP/SUBMIT A PLAN TO THE PROJECT ENGINEER FOR AS THERE ARE NO "TOLERANCES" ALLOWED .. APPROVAL PRIOR TO THE START OR PROJECT CONSTRUCTION. PLAN . 1 . ANY DISTURBED SOILS SHALL BE RECOMPACTED OR REMOVED AND �/� Z TO BE IN ACCORDANCE WITH MUTCD, THE CITY OF MERIDIAN AND REPLACED WITH CONTROLLED, COMPACTED FILL. LOOSE LIFT vJ a 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN SEWER PROVIDED AT NO ADDITIONAL COST TO THE OWNER. THICKNESS SHALL NOT EXCEED SIX (6) INCHES. FILL SHALL BE RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE COMPACTED TO AT LEAST 98% OF ASTM D698 (STANDARD PROCTOR) 10. THE CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESS AT THE END OF CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO WITHIN -3% TO +3% OF OPTIMUM MOISTURE CONTENT. COMPACTION 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE EACH DAY AND PROVIDE DETOURS OR ONE-WAY TRAFFIC DURING THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT IN TRENCHES SHALL BE OBTAINED USING A VIBRATORY SHEEPS FOOT w STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS CONSTRUCTION. WHEN CONSTRUCTION TECHNIQUES ALLOW, ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. COMPACTOR. THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONTRACTOR SHALL PROVIDE ACCESS THROUGH THE CONSTRUCTION 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO Q W CONSTRUCTION NOTE NO. 1. ZONE TO PRIVATE PROPERTIES. ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND 2. SUBGRADE PREPARATION SHALL BE PERFORMED BENEATH ALL CC 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. PROPOSED PAVEMENTS. THE SOIL SHALL BE SCARIFIED TO A DEPTH G NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 11 . CONTRACTOR SHALL SECURE ALL NECESSARY PERMITTING FROM THE OF 12" BELOW SUBGRADE AND RECOMPACTED TO AT LEAST 98% OF V) IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEA) PRIOR TO 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE ASTM D698 (STANDARD PROCTOR) WITHIN -3% TO +3% OF OPTIMUM w Z NECESSARY FORA POTABLE WATER MAIN AND NON-POTABLE WATER MAIN THE START OF PROJECT CONSTRUCTION, IF TRENCH DEWATERING IS GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY MOISTURE CONTENT. REQUIRED, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THELO TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PROJECT ENGINEER PRIOR TO COMMENCEMENT OF DEWATERING CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET 3. ALL TOPSOIL IN CONSTRUCTION AREAS SHALL BE STRIPPED AND SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE OPERATIONS. IMPROVEMENTS. SEPARATED FROM OTHER INORGANIC SOIL MATERIALS. THE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT THE SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER 12. DURING SERVICE CONNECTIONS, GROUNDWATER LEVELS SHALL BE 8• UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD MIXING OF TOPSOIL WITH OTHER MATERIALS. THE TOPSOIL SHALL BE Q LO ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE RULES (IDAPA 58.01.16). MAINTAINED ONE (1 ') FOOT OR MORE BELOW PIPE INVERTS PER RESPREAD TO A DEPTH OF AT LEAST SIX (6) INCHES. REFER TO W ISPWC. ONCE DEWATERING OPERATIONS CEASE, CONTRACTOR SHALL DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT THE SPECIFICATIONS FOR SEEDING REQUIREMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES OR 208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. Q (6) FEET. WHERE ITT IS NECESSARY FORA POTABLE WATER MAIN ANDD WATER SERVICES POTABLE WATER MAINS SHALL BE A MINIMUM SIX STORMDRAIN FACILITIES THAT ARE SILTED DUE TO THEIR DE 9C. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY WATERING 4. EXCESS MATERIAL (TOPSOIL/CLAY/GRAVEL, ETC.) SHALL BECOME THE NOTE: NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) EFFORTS. APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SITE. THIS IS A GENERAL LIST OF SYMBOLS, LINES Q IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS, SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL AND ABBREVIATIONS. NOT ALL ARE USED ON m DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE SURVEY MARKERS, STREET SIGNS, UTILITIES, IRRIGATION LINES, ROADWAYS SHALL BE SP-3, 0.50 INCH ("') MIX, PG 64-28 FIVE 5. CONTRACTOR SHALL PLACE EROSION CONTROLS AS NECESSARY WASTEWATER RULES (IDAPA 58.01.16). ONV OR ADJACENT TO THE EMENT, TREES, S JOB DSITEYFROM E DAMAGE AND REPAIR TANT T OR (5") INCHES OF ASPHALT, AS A MINIMUM WITH 4 INCHES OF 4" DURING CONSTRUCTION. FINAL EROSION CONTROL MEASURES SHALL THIS PROJECT AND SOME MAY NOT BE SHOWN. / MINUS CRUSHED AGGREGATE, AND 25 INCHES OF 6" MINUS PIT BE CONSTRUCTED WITHIN 30 DAYS OF COMPLETING UNDERGROUND 4. PLACE SEWER SERVICE LINES IN A SIX 6 INCH DIAMETER WATER CLASS REPLACE DAMAGED FACILITIES AS REQUIRED BY THE OWNER AND UTILITY CONSTRUCTION. AL E ( ) RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. ALL S Nc PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER THE PROJECT ENGINEER. ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SITE AND SHALL Quo QUO �� 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. CORRECT ANY EROSION ISSUES IMMEDIATELY. WORK AND SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF 16369 ROADWAY ANY DISCREPANCIES. 7. SEEDING TYPE, LOCATION AND APPLICATION RATES SHALL BE PER 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE 7/22/22 0 ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE THE ISPWC. CONTRACTOR SHALL ONLY SEED BETWEEN MAY 1 AND 9T 15. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 JUNE 15 OR SEPTEMBER 1 TO OCTOBER 15. J F 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY DRAWINGS MUST BE REVIEWED AND APPROVED BY THE PROJECT G ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES HIGHWAY CUTS OF THE ACHD POLICY MANUAL. 8. CONTRACTOR SHALL WARRANTY SEEDING UNTIL VEGETATION IS � M ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY REQUESTED BY THE OWNER AND SUBCONTRACTORS. 1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE ESTABLISHED AT A RATE OF NOT LESS THAN 80% COVERAGE. PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY PROJECT NO. CONSTRUCTION. 16. CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER WITH ONE AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. R22049 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC COPY OF REDLINED AS-BUILT DRAWINGS PRIOR TO PROJECT 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ACCEPTANCE IF DEEMED NECESSARY. OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. NOTES 17. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL WORK 3). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE Co. 1 OF A TRAVEL LANE. L Q Q Q m MMT rag W CV 7' 7' co 3' 1 3' 1' COMPACTED SUBGRADE MATERIAL 2% 2% APPROVED BY GEOTECHNICAL CONSULTANT 2"MINUS AGGREGATE BASE COURSE 3• ° a 3 ° a %"MINUS AGGREGATE BASE COURSE INSTALL GRASS PER LANDSCAPE INSTALL GRASS PER LANDSCAPE INSTALL GRASS PER LANDSCAPE CLASS III PLANT MIX PG58-28,%"MIX DESIGN ARCHITECT PLANS ARCHITECT PLANS ARCHITECT PLANS INSTALL GRASS PER LANDSCAPE NOTES: ARCHITECT PLANS BIORETENTION SOIL MEDIA PER SECTION • SEE GEOTECHNICAL REPORT BY INNOVATE GEO, 8200 OF THE 2015 ACHD STORMWATER g DATED 03/31/22 FOR ADDITIONAL INFORMATION DESIGN GUIDELINES T • IF FILL MATERIALS REMAIN AFTER a� OVER—EXCAVATION, THE EXPOSED SUBGRADE MUST x BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0 D698 z PRIVATE ROAD PAVEMENT SECTION ROADSIDE DITCH DETAIL WITH INFILTRATION WINDOW ROADSIDE DITCH DETAIL WITHOUT INFILTRATION WINDOW E O CU zQT � o o ID ti � .N °O Ln v m O o � > z CZ O z i . i �--� W � O o U? .� Ld En0 C/) o 40' / M u- PRIVATE ROAD EASEMENT T ~ — ti 00 O z M _ T oc� O 3' 3' 2' 22' 2' 3' 3' CD z z J J = U Q co } N _ Q m N _ m W Lu z z Y U 3: U ui U U w w 2 Q co co ❑ ❑ U ❑ PAVEMENT SECTION PER REFERENCE SHEET C4.0 FOR LIMIT DETAIL ON THIS SHEET REFERENCE SHEET C4.0 FOR LIMIT z OF INFILTRATION WINDOW IN OF INFILTRATION WINDOW IN O PRIVATE ROAD BORROW DITCH PRIVATE ROAD BORROW DITCH U) PRIVATE ROAD SECTION m Z) Z U) Q U) Q w N 39' � LL NEW R/W , 17' Q w a' 3, +4, HALF SECTION ROAD WIDTH [-- 2 cn CONCRETE SIDEWALK GRAVEL SHOULDER ROAD WIDENING W Z X V/ co V/ W O O O O O O O O O O O O SP-3,0.50-INCH(Y2")MIX, PG 58-28 TWO AND A HALF INCHES(2.5")THICK . S�oNAL Etc BASE FOUR INCHES(4E)HI AGGREGATE �oF� �\STE REFERENCE SHEET C4.0 FOR LIMIT OF INFILTRATION WINDOW IN ACHD 6-INCH(6")CRUSHED AGGREGATE BASE BORROW DITCH FOUR INCHES(14")THICK 1 6369 7/22/22 0 9TF 0 M . G PROJECT NO. MERIDIAN ROAD WIDENING SECTION R22049 DETAILS CO.2 I L-:- Q AA Q o m — SWR o Graphic Scale: �� 11 I � ( � Attention is Drawn to the Fact That Drawing Scales May be Altered During Reproduction Processes. Scales Shown ti o _ — — e Hereon are Based on a Full Scale Sheet Size of 24"x 36". — — C II i I i NO' 26' 39"E 354.33' - - - 5 -- Scale: 1"=20' DEMOLITION NOTES 1. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS i OTHERWISE NOTED ON THIS PLAN N \ i / 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND 0 13 \ CENTRAL HEALTH DISTRICT ON T 7J I I I 6 \ ) REMOVAL/ABANDONMENT OF ANY EXISTING SEPTIC ' TANKS L 3. CONTRACTOR SHALL COORDINATE WITH OWNER AND IDAHO POWER ON REMOVAL/ABANDONMENT OF ANY Z / ON-SITE POWER. / 4. CONTRACTOR SHALL COORDINATE WITH OWNER AND INTERMOUNTAIN GAS ON REMOVAL/ABANDONMENT I � \ OF ANY ON-SITE GAS 5 1 DEMOLITION PLAN KEY NOTES o- o I I I i 6 O REMOVE EXISTING SHED Q � O N 4 T QO � m I � 2 REMOVE EXISTING ATTACHED GARAGE ON HOUSE. �I LO U) 258 O HOUSE TO BE PROTECTED IN PLACE.CONTRACTOR O 8 SHALL COORDINATE WITH OWNER PRIOR TO ANY > z C z CONSTRUCTION. Ld O E c 1 I cn U � U / � o \ 1 w Q �Q 3 REMOVE EXISTING TREE — II c� O - S88\ - 1 Ld REMOVE EXISTING CONCRETE SLAB w — < ° �� N z 5 O REMOVE EXISTING FENCE Cn � o o -� 6 EXISTING DITCH TO BE PIPED AND FILLED PER SHEET C3.0. REMOVE CONCRETE WHERE PRESENT. r ti I 1 I 07 REMOVE EXISTING GRAVITY IRRIGATION PIPE � ` T C 1 I 12 I $ REMOVE EXISTING GRAVITY IRRIGATION PUMP .— �� / O O � 1 I I 9 �I \ I I m I J D C REMOVE EXISTING GRAVEL 00 LC) � 1 COORDINATE WITH OWNER ON LIMITS OF CONCRETE N � (/ 7 I 1 O PAVEMENT REMOVAL \ O c/ 6 G 11 PROTECT EXISTING FENCE IN PLACE ^� \ A 3" 7 � REMOVE EXISTING DRIVEWAY AND CURB&GUTTER. J J U I - - - - 11 \ / CUD d d o� fTl — \ \ SEE SHEET C1.0 FOR LIMIT OF REMOVAL. = 0 v co I 1 �� w w Q 13 PROTECT EXISTING PATHWAY IN PLACE co CO N \ \ fll \\ 3 14 PROTECT EXISTING GRAVITY IRRIGATION BOX IN W uJ Z U LLI U W 6 4 �� �� ° " 'DIA. 1 7" — 6 U PLACE U U < W LU 2 Q O15 PROTECT EXISTING SIDEWALK IN PLACE � � � � U � 16 PROTECT POWER POLE IN PLACE 9 � Iry a Z �� L V I , v C) I � I SHED \H , UO au0 aU�\aUr\a � m U Q U) C) N �� I \ I / " I W 6 I Q < 2 \ U) 3 Z 14 S 5 I <L; J LO I <P ° . . (.0" $ Cfl L2 9 _ < o Uj < ° SO' 23 08 W �F I — L1 ( — � LLI _ — W PWR PWR PWR PWR P _ PWR ?�T —P �� PWR _ -- �� — PW WR PWR _ �W — r N L _259()— - - - - - - - - - - - - - - - - - - - - - - 16 00 0— S WR 3Ln S�ONAL EN (� c� \ N �S Gj �n y � � \ SO' 24' 56"W 209.45' � Q�o� Q�G\STE�o — — — — — — — — — — — — — — \ \ \ � - - - — — — — - -2591 - - — — — — 16369 / NORTH MERIDIAN ROAD %22/22 0 � O G — - O M • PROJECT NO. - - - - - - - - - - - - - R22049 DEMOLITION PLAN C0.3 L Q Q Q m M� W Graphic Scale: Attention is Drawn to the Fact That Drawing Scales May be Altered During Reproduction Processes. Scales Shown - - - - - - - - - - - - - - - - - - - - - - - - - - - Hereon are Based on a Full Scale Sheet Size of 24"x 36". Scale: 1"=20' Cn LOT GRADING PER c FUTURE BUILDING LOT GRADING PER DEVELOPMENT aa) FUTURE BUILDING DEVELOPMENT / 0 / z E: I z o0 I T _ / Q C:) 0 a' 89.76 ~ N T � �o TOP --I LO U) CO 88.76 "'PA FL/HP O Z CZ z I ° , Ld � O " 87.85 ° � (87.18) /7�P) i 88.54 89.76 89.80 ? N EX FL C PV/C / v Ld � �8 .25 89.40 89.52 ° LU PV TOP TOP ° 89.55 Cn j° 88.09 87.11 8Cn 8.40 C ° p 87.84 PV FL/HP FL ° 89.79 88.55 PV �� ----------�_ i ° /------ PV/C FL M o ,... T 00 ---- ° 89.55 87.46 88.55 pV 88.05 89.40 89.44 C PV qi 1� C PV/C 90.43 89.59 ° FL T o 8785 N HAYFIELD COURT PV PV/C o C pV 5.00% 1.50% 1.26% 1.25 C 1.26% 2.00 m 10 2 I 89.40 89.44 89.55 / 88.06 87.12 IN I S8e IN 1 TOP pV FL/HP C PV/C / ° ° ----- ----- 87.63 ° o O PV \ M ------------- 88.09 ❑ 88.40PV/C Z Z o PV FL 89.55 J J U m 88.57 89.40 89.52 C / _ ❑ Q PV I TOP TOP (88.06) 88.31 I / m } N m _ ; m N 88.54 89.76 89.80 Z Z N < EX PV FL C PV/C ° ° ° rn Q ¢ Q 0 w � U U W W 2 Q cn u) ❑ ❑ U ❑ 88.76 / I 89.76 FL/HP / TOP Z 0 LOT GRADING PER LOT GRADING PER FUTURE BUILDING FUTURE BUILDING / DEVELOPMENT DEVELOPMENT 0 0 m / Z) Z / U) Q U) C) W / Q W U)l W Z (90.62) X L EX / (92.09) 90.55 90.16 89.84 89.50 � EX FG FG FG FG / Q L / W ( (91.28) ° ° ° ° °. ° ° ° ° ° ° ° EX) EX r SEE SHEET C2.1 FOR OFFSITE IMPROVEMENTS 0 EG LC EG EG FG EC EC W EP �P EP EP EP EP EP EP EP EP ■ S�ONAL EN 16369 NORTH MERIDIAN ROAD /22 22 0 � 0 0 M • G PROJECT NO. R22049 OVERALL GRADING C1 .0 Q Q Q i 0 m � a 0 STA=0+49.95 OFF=-31.001'L Q Graphic Scale: ELEV=2587.18 Attention is Drawn to the Fact That Drawing Scales May be 4 Altered During Reproduction Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24"x 36". Zy90 � Scale: 1"= 10' �20o I o 4 STA=2+08.69 OFF=-24.880'L -------------- ELEV=2589.79 ROADWAY PLAN KEY NOTES OCONSTRUCT 2'WIDE CONCRETE RIBBON CURB PER _- 2588 2017 ACHD SUPPLEMENT TO ISPWC SD-703 --- _ 2 O2 EXTEND RIBBON CURB AT PROPOSED HYDRANT cn LOCATION WITH 4'x3'CONCRETE LANDING. p STA=0+69.95 I / STA=1+81.29 7 T ELEV=21.033'L OFF=-11.01 44 O MATCH EXISTING PAVEMENT STA=0+50.00 I ELEV=2588.03 - ELEV=2589.44 Q STA=2+42.53 ELEVF2587 59 N� } 7 ELEV=2.006'L STA=2+84.53 O CONSTRUCT PRIVATE ROADWAY PAVEMENT PER �I N HAYFIELD COURT ELEV=2590.43 OFF=0.000, DETAIL ON SHEET C0.2 Z N 1 25/� ELEV=2589.59 3+00 5.00% 1.50% I 1.25% 1+00 N00°24'24.31"E-334.53' 2+00 199 7 - OPROVIDE 2'MIN.ASPHALT PATCH BACK AND SAWCUT 00I PER ISPWC SD-301,SD-303 AND SD-806.ALL �2 N 4 PAVEMENT MATCHES AND REPAIRS TO MATCH o STA=1+81.28 EXISTING STREET SECTION. E STA=0+70.05 2S OFF= +70.0'R 7 OFF=10.984'R-\ 0 88 ELEV=2589.44 7 4 ELEV=2588.03 � 6 DRIVEWAY CUT PER ACHD SUPPLEMENT TO ISPWC � T SD-809 0 O O f> N '- O 7 ------------------- --- O CONSTRUCT ROADSIDE DITCH PER DETAIL ON SHEET Lf7 N --- m - _ - ----/----2588- C0.2 3 ------ --- t z LLJ 6 OFF=2+8.6 R STA=2088 ELEV=2589.79 ~1-~' + U LL1LU p STA=0+5 25g0.05 R20.0' I 4 OFF-30.966'R (n ELEV=2587.66 O ti M LL T • 0 - � � Z ` 0 O C) 2E Q � MVV i J J = U d d 0 Q Alignment - Road m } N 0 m N 0+35 to 3+00 = > Z Z L Z Z Y � Horz. Scale: 1 "=10' 0 0 W W co co 0 0 U 0 Vert. Scale: 1 "=2' Z O 2600 2600 v) Oo W - )1 Z ���J v Q vJ 0 ��I- 2 VJ Z W X LO co 0 FINISHED GRADE FINISHED GRADE 0. 2590 -------- 2590 0�y� /\ -2.00% W �, TONAL E - -1.26% EXISTING GRADE FF'C'S G\STE NC�� 16369 EXISTING GRADE 7/22/22 0 9TF 0 M . G PROPOSED 15" GIRR PIPE 2585 IE = 2585.50 2585 PROJECT NO. R22049 c6 oo 6 (M N HAYFIELD COURT " N N N PLAN & PROFILE 0+35 1+00 2+00 3+00 C2.0 L Q Q Q m m Graphic Scale: Attention is Drawn to the Fact That Drawing Scales May be Altered During Reproduction Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24"x 36". Scale: 1"= 10' ROADWAY PLAN KEY NOTES OMATCH EXISTING PAVEMENT OPROVIDE 2'MIN.ASPHALT PATCH BACK AND SAWCUT PER ISPWC SD-301,SD-303 AND SD-806.ALL N PAVEMENT MATCHES AND REPAIRS TO MATCH O EXISTING STREET SECTION OR USE THE HEAVY DUTY SECTION ON SHEET C0.2,WHICHEVER SECTION IS GREATER. CCONSTRUCT SIDEWALK PER ACHD SUPPLEMENT TO Z Z THE ISPWC SD-709 OCONSTRUCT ACHD BORROW DITCH PER ACHD STORMWATER DESIGN MANUAL SD-05 10 ±4'ROAD WIDENING PER SECTION ON SHEET C0.2 O U zQ T � C:) ID o ti � .N LO LO N CO 0 � > z CZ O z � O o U? .cn Ld C � 0 C/) o ti M LL T 0 O Z M _ T 0 O II N V z z ❑ Q ww com N / _ ? 0° � � N I w Z Z v w U U W W 2 Q cn U) ❑ ❑ U ❑ / 7 (89.95) 89.50 / L (92.09) 91.17 91.10 EX 90.55 90.16 89.84 FG EX C O FG FG FG 89.44 ♦ ) 90.62 90.58 90.12 89.80 C v J C C C C (89.22) 91.02 90.54 - 90.51 ° lo ° 90.04 ° (�� '89.72 I\ 89.37 EX 4,80% ° ° 8 fl ° 0 1� O fl ° to Q Q (91.28) ° C C 4 C ° =N4 N ° N C 4 1 ° N 8 ° c EX 90.53 89.51 90.45 89.45 w 89.98 88.98 89.66 88.66 TOP FL TOP FL o TOP FL TOP FL (89.40) ^ (91.26) _ EX z 4 91.10 2589 89.25 /1 EX C \J J N I o .3 TOP 88.35 r n v EG EG EG G CC EC rC EG -C 1}II EC EG EG EG EG IN EG Uj fN fcN O IN IN EP EP EP EP EP EP EP EP EP E EP EP EP EP EP EP EP EP EP EP 90.45 89.98 89.66 89.32 Q Uj IN 9 TOP IN TOP iN TOP IN TOP L STA=1+06.77 L STA=0+62.27/'��KSTA=0+64.08 I OFF=-17.000'L /� OFF=-18.047'L OFF=-17.000'L ELEV=2590.51 STA= 9 STA=-17.00 9 STA-3.000"LrELEV=2590.63 ELEV=2590.55 \OFF=-17.000'L OFF=-17.000'L OFF=-17.000'L �/ I ELEV=2590.04 ELEV=2589.72 ELEV=2589.77 / � 1 � 10 0 10 10 1 1 1 X LO Z) co 1+00 2+00 3+00 Q V/ Uj NORTH MERIDIAN ROAD °0 S�ONAL EN �0\STEo�'��� 16369 �7/22/22 0 9TF 0 M . G PROJECT NO. R22049 ROADWAY PLAN C2. 1 L Q Q Q m m CONTRACTOR SHALL CONFIRM OPEN DITCH Graphic Scale: AT NORTHWEST PROPERTY CORNER AND Attention is Drawn to the Fact That Drawing Scales May be SHALL NOTIFY CIVIL PROJECT ENGINEER Altered During Reproduction Processes. Scales Shown IMMEDIATELY IF DITCH IS CLOSED AT Hereon are Based on a Full Scale Sheet Size of 24"x 36". PROPERTY LINE. Scale: 1"=20' 12 IE 25 36.58 UTILITY PLAN GENERAL NOTES 1. GRAVITY IRRIGATION PIPE SHALL BE 10 GAGE GIRR BOX 10 CMP,CLASS III RCP OR CLASS 200 HDPE RIM = 2590.15 10 GIRR BOX EX 12" IE = 2587.79 (W) RIM = 2590.0 N 14 15" IE = 2587.62 (E) 18" IE = 2586.60 (N) C UTILITY PLAN KEY NOTES .0 18" IE = 2586.60 (E) T 01 INSTALL NEW 48"SEWER MANHOLE PER ISPWC SD-501 AND DIVISION 500 OF THE"CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC". CONTRACTOR SHALL POTHOLE EXISTING SEWER O Z MAIN TO VERIFY EXACT LOCATION, DEPTH AND SIZE g AND SHALL NOTIFY THE CIVIL PROJECT ENGINEER IF G� ANY DISCREPANCIES EXIST BETWEEN THE FIELD AND 13 INSTALL 107 LF OF 15" PLANS. o GRAVITY IRRIGATION O2 INSTALL NEW 48"SEWER MANHOLE PER ISPWC U PIPE @ 2.0% SD-501 AND DIVISION 500 OF THE"CITY OF MERIDIAN Z r -0 - SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC". 0 O� O ccnn 3 PROVIDE REQUIRED SEPARATION,SEE CITY OF 0 � O CO C MERIDIAN SEWER NOTES 2&3,SHEET C1.0 AND O GIRR BOX "CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS > z CZ z 10 TO THE ISPWC."" 0 E RIM = 2589.50 LL.I o 15" IE = 2585.50 (W) WM '� T n v cn 15" IE = 2585.50 (E) O4 HOT TAP INTO EXISTING 12"WATER MAIN AND INSTALL: i i T 1 -8"GATE VALVE lyl w - INSTALL 40 LF OF 15" 1 -THRUST BLOCK C/) o GRAVITY IRRIGATION ° CONTRACTOR SHALL POTHOLE AND DETERMINE C z PIPE @ 0.0% A ° EXISTING LOCATION AND SIZE PRIOR TO u ° CONSTRUCTION AND SHALL COORDINATE WITH CIVIL I CO o PROJECT ENGINEER IF ANY DISCREPANCIES EXIST r 7 PRIOR TO CONSTRUCTION. ~O 00 4 3 3 z - 294 LF 6 M M 45 LF �55 / CDINSTALL%"DOUBLE WATER METER&SETTER PER ` r OC) o "CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS r .� 3 3 9 / TO THE ISPWC"DETAILS SW3E,W1,W3,AND W6". O: 6 INSTALL 1"POLYETHYLENE DOMESTIC WATER o+oo +oo N HAYFIELD COURT z+ooy5 s+oo 3+35 O SERVICE LINE PER"CITY OF MERIDIAN - � - - - � SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC" 4 < DETAIL W1. LENGTH AS INDICATED ON PLAN. m 8" S 8"IS 8"SS "SS 8"SS 8"SS 8"SS 8"SS U) 3 O INSTALL 8"C900 PVC WATER MAIN.LENGTH AS Z Z o ° NEW SSMH 2 INDICATED ON PLAN. i _j = U 'OONEW SSMH RIM 2590.36 a a Q O p EX. I E 2567.02' Yss IE 2582.27 (S) CDEXISTING WATER MAIN m } N C IE 2567.85 (N) p CO N C) O INSTALL FIRE HDYRANT PER"CITY OF MERIDIAN 2 > m W L N m 6 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC" W W Z Z Y I p 36" GIRR IE - 2573.33 15" GIRR IE = 2585.50 _ 61 LF Q Q Q (n LD W � DETAIL W8". J J 8 SS IE = 2570.66 1 7\ 8" SS IE = 2573.53 As 0 0 W W❑ U o m I � 0 I ° 1 O SD 6A9L GRAVITY IRRIGATION BOX PER ISPWC GIRR BOX RIM = 2589.50 10 11 PROTECT EXISTING TREE IN PLACE. IF ROOTS EXIST z 15" IE = 2585.50 (E) Mw WHERE TRENCHING,CONTRACTOR SHALL PERFORM 15" IE = 2585.50 (W) C� ROOT CUTS PER CONTRACTOR'S METHODS AND O SHALL ENSURE THE CUTTING ACTIVITY WILL NOT BE '^ 5 FATAL FOR THE TREE.CONTRACTOR SHALL NOTIFY vJ PROJECT ENGINEER IMMEDIATELY IF THE TREE ` CANNOT BE PRESERVED DURING CONSTRUCTION ACTIVITIES. 0 / 12 EMBED PIPE 0.2' Q INTO DITCH FLOWLINE. INSTALL 0 8 13 4'x10'RIP RAP DISSIPATION DEVICE AT OUTFLOW OF In INSTALL 117 LF OF 15" PIPE. 0 z GRAVITY IRRIGATION v) I c� PIPE @ 2.12% GDEXISTING 36"GRAVITY IRRIGATION PIPE � 14 EXISTING 18"SANITARY SEWER MAIN W 15 PROVIDE 2'MIN.ASPHALT PATCH BACK AND SAWCUT 14 GIRR BOX RIM - 2591.0 10 PER ISPWC SD-301,SD-303 AND SD-806.ALL PAVEMENT MATCHES AND REPAIRS TO MATCH 15" IE = 2587.98 (W) EXISTING STREET SECTION. [-- 2 18" IE = 2587.83 (N) 18" IE = 2587.83 (S) INSTALL 245 LF OF 18" GIRR BOX 10 16 FILL GRAVITY IRRIGATION BOX WATERTIGHT AT TWO W z GRAVITY IRRIGATION RIM = 2590.0 EXISTING NORTH INVERTS(18"&12")AND INSTALL PIPE @ 0.50% 18" IE = 2586.78 (S) NEW 18"CONNECTION AS INDICATED ON THE PLAN. L 18" IE = 2586.78 (E) X 11 0 co GI GI GI GI GI GI GI GI GI INSTALL 21LF OF 18" Q LO GI GRAVITY IRRIGATION W - �11 16 EXISTING GIRR BOX PIPE @ 0.33% 0 11 � RIM = 2591.11 EX 36" IE = 2586.11 GIRR BOX EX 36" IE = 2586.81 °. P e ° ° Q 10 O � ° �,` ° RIM = 2590.50 18" IE = 2587.31 18" IE = 2586.69 (N) MM � W 18" IE = 2586.69 (W) INSTALL 30 LF OF 18" GRAVITY IRRIGATION - EG 16 EC EG EG EG EG EG EG EG S�ONAL EjV PIPE @ 1.73% EP �P EP EP EP EP EP EP EP EP F�C3 G�STE Ceti IE 2586.68 12 16369 INSTALL 4 LF OF 18" 7/22/22 GRAVITY IRRIGATION J O 9F PIPE @ 0.33% T G 0 M . NORTH MERIDIAN ROAD PROJECT NO. R22049 OVERALL UTILITY PLAN C3.0 L Q Q Q M c� m 4" PVC SERVICE WM 4" PVC SERVICE MAIN STA: MAIN STA: 1+91.62 L 2+37.52 L 45' @ 2.0% MIN 3 0 3 @ Graphic Scale: 74' 2.0% MIN END Attention is Drawn to the Fact That Drawing Scales May be INV. INV. @ END ° @ Altered During Reproduction Processes. Scales Shown 2583.50 S 2583.87 Hereon are Based on a Full Scale Sheet Size of 24"x 36". A ° P c ° Scale: 1"=20' NEW SSMH CD EX. IE 2567.02' (E) EX. IE 2567.02' (W) 5� IE 2567.85 (N) o ROADWAY PLAN KEY NOTES d o 0 4 4 p — c CD INSTALLNEW 48"SEWER MANHOLE PER ISPWC SD-501 AND DIVISION 500 OF THE"CITY OF MERIDIAN 55 3+00 3+35 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC". 0+00 1+00 N HAYFIELD COURT z+oo CONTRACTOR SHALL POTHOLE EXISTING SEWER cn 206'-8"PVC @ 7.00 MAIN TO VERIFY EXACT LOCATION, DEPTH AND SIZE p M 8"E s 8" S 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS U) AND SHALL NOTIFY THE CIVIL PROJECT ENGINEER IF T ANY DISCREPANCIES EXIST BETWEEN THE FIELD AND 4 PLANS. O p. o 0 ss NEW SSMH 2 O2 INSTALL NEW 48"SEWER MANHOLE PER DIVISION 500 Z C RIM = 2590.36 OF THE"CITY OF MERIDIAN SUPPLEMENTAL n IE = 2582.27 (S) SPECIFICATIONS TO THE ISPWC". M 36" GIRR IE = 2573.330 15" GIRR IE = 2585.50 O ° 8" SS IE = 2570.66 8" SS IE = 2573.53 O INSTALL 4"SANITARY SEWER SERVICE @ 2.0%MIN. 4" PVC SERVICE QS SLOPE PER STANDARD DETAIL SW3 AND DIVISION 500 0 4" PVC SERVICE OF THE"CITY OF MERIDIAN SUPPLEMENTAL U m i MAIN STA: MAIN STA: _ SPECIFICATIONS TO THE ISPWC". Z r � — 1+93.62 R ° 2+35.52 R Q � o ID 38' @ 2.0% MIN 3 3 67' @ 2.0% MIN O PROVIDE REQUIRED SEPARATION,SEE CITY OF QO N m INV. @ END INV. @ END MERIDIAN SEWER NOTES 2&3,SHEET C0.1 AND O ( _ 2583.50 2583.59 "CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS o TO THE ISPWC." > z CZ z W � o L_ .cn V w LU C5 Alignment - Road Cn z . o 0+00 to 3+30 ti M U— T Horz. Scale: 1 "=20' �CD °° r.� z Vert. Scale: 1 "=4' ` - O CD 2590 2590 J J = U Q co } N �— _ > moo N z z (D Q ¢ Q 0 w bi SSMH 2 U U W W 2 Q STA=2+42.52,5.0'R U) U) ❑ ❑ U ❑ Rim=2590.36 INV Out=2582.27(8") Z 0 SSMH1 ^, 2580 STA=0+36.54,5.0'R 2580 v/ INV In=2567.85(8") INV In=2567.02(18") INV Out=2567.02(18") W .. @� Z) Z P U) Q 2p6-8 n r v/ Q W I- 2570 2570 ��^� 2 VJ Z W 0 X 2565 2565 co < LO � oo W M w W oo m oo N N N N 0+00 1+00 2+00 3+00 3+30 00 W S�ONAL EN �0\STEo�'��� 16369 �7/22/22 0 9TF 0 M - G PROJECT NO. R22049 SEWER PLAN & PROFILE C3. 1 Q Q 0 m Graphic Scale: J00 Attention is Drawn to the Fact That Drawing Scales May be N i Altered During Reproduction Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24"x 36". i Scale: 1"=20' I � I Ili I I O N I � I / o / Z I I / Z Teo / � Q � � BORROW DITCH PER _ j _I.� m DETAIL ON SHEET C0.2 — WM O z o z BORROW DITCH PER CZ i T i o f DETAIL ON SHEET C0.2 / W BORROW DITCH WITH 2OLF INFILTRATION SAND WINDOW / U V 1 CZ N i� i � PER DETAIL ON SHEET C0.2 w � - BORROW DITCH WITH 5LF OF z INFILTRATION WINDOW PER / Cm DETAIL ON SHEET C0.2 CZ - -- / M ILL T • z co j ON-SITE DRAINAGE AREA - N HAYFIELD COURT :E- IMPERVIOUS AREA = 9,509 SF m I PERVIOUS AREA = 3,600 SF / �] -- ---- BORROW DITCH WITH 5LF OF O - - ----------- - ----- -- INFILTRATION SAND WINDOW C: G� PER DETAIL ON SHEET C0.2 z z 2 U m Z7 [7 w w Q BORROW DITCH WITH 2OLF p / 00INFILTRATION SAND m N BORROW DITCH PER = m Ji 0 0 N Jj m PER DETAIL ON SHEET C0..22W ° o J J Z O v w DETAIL ON SHEET C0.2 z z Q Q Q U) w BORROW DITCH PER � co U) � � U DETAIL ON SHEET C0.2 / MW / 7 O U) I I p 0 i m / D Z / U) Q U) C) Uj / Q Cw z I w ❑� X LO ❑- / D / Q Ln �, w 0. EG IC; E E( C E — —EG W EP �P EP EP EP EP EP EP EP EP I ACHD BORROW DITCH OFF-SITE DRAINAGE AREA ACHD BORROW DITCH WITH 15LF S�CN�- EN IMPERVIOUS AREA = 6,582 SF INFILTRATION WINDOW s C\sTE PERVIOUS AREA = 3,301 SF � _Immml� 16369 NORTH MERIDIAN ROAD 7/22/22 0 61 o 0 M G PROJECT NO. R22049 STORMWATER PLAN C4.0 I Q Q Q 0 INS m JJ Graphic Scale: 00 f Attention is Drawn to the Fact That Drawing Scales May be N Altered During Reproduction Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24"x 36". - / Scale: 1"=20' \ I / EROSION CONTROL NOTES FIBER ROLL LIMIT OF DISTURBANCE T N EROSION CONTROL KEY NOTES o INSTALL FIBER F IDAHO CATALOG OF ROLLS O z STORM WATER BEST MANAGEMENT PRACTICES B P#64. 1 / CD CONSTRUCTION, CONSTRUCTION ENTRANCE. PRIOR TO CONSTRUCTION, INSTALL AND MAINTAIN 50 FEET OF 6" MINUS PITRUN MATERIAL AS INDICATED BY THE STATE O OF IDAHO CATALOG OF STORM WATER BEST U p MANAGEMENT PRACTICES BMP#40.THIS SHALL BE Z r _� - f MAINTAINED THROUGHOUT CONSTRUCTION UNTIL BASE O: O -2Sgg MATERIAL IS INSTALLED.PROVIDE SWEEPING DAILY OR 5 .o / AS NEEDED TO REMOVE ANY TRACKING OF MUD OR DIRT LO N © ONTO EXISTING ASPHALT. O — - I O - / O STAGING AREA.CONTRACTOR TO ADJUST AS \ - - - > Z� CZ NECESSARY. W 1. 0 i� zo- - -- � cn- C5 Cn ° I} ------ ° ti M 00 N T OR o — 2 '\ N HAYFIELD COURT o m O 0 I 1 / z z i J J � U m W W p Q N LU / m m N �' I �� _ moo N m / w w ZZ> Z ILL! J > L U W U U W W LU 2 Q 3 I cn U) o D U I MW 6 2 O O v) m .. `s CD / U) w c? w z LO GI GI GI G) / D co LO ° O EG �G EG EG EG FF, EC FC- W EP �P EP EP EP EP EP EP EP EP ■ I AL EN�i 16369 NORTH MERIDIAN ROAD /22 22 0 � o 0 M . G PROJECT NO. R22049 EROSION & SEDIMENT CONTROL PLAN C5.0