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HomeMy WebLinkAboutCC - Ph3 APPROVED 3-6-23 SHEET INDEX IMPROVEMENT PLANS FOR E SFo CALL BEFORE YOU DIG STAPLETON SUBDIVISION NO . 3 tl ¢� ` � 0 CALL DIGLINE INC. W VICTORY ROAD 16970 C0.0 COVER SHEET 3-4-23 � PRIOR TO COMMENCING Co.1 NOTES UNDERGROUND WORK C� �� C1 .0 FINAL PLAT SHEET 1 Fa9wvyjw'sbel09w (208) 342-1585 LOCATED IN THE NE 1 /4 OF THE SE 1 /4 OF SECTION 25 O��TFOF�OPP,�P Call 4efore you dic. /y co c2.0 OVERALL SITE/UTILITY PLAN TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN NE Ln C3.0 GRADING PLAN MERIDIAN, IDAHO J C4.0 RADIANT RIDGE/CHESMAN PLAN AND PROFILE 2022 N cn C5.0 EXISTING SEWER PLAN AND PROFILE C6.0 WATER AND PRESSURE IRRIGATION PLAN N 2 J I­ C7.0 STREET LIGHT PLAN �W �/ o J 0 W HARRIS STREET +l'l Ln O RUMPLE LANE u� un a� I 0 0 30 60 120 180 co �? X z_ 0 SCALE: 1" = 60' a U)O U 00 Cn o PROJECT SITE m m E w z LEGEND W. HARRIS STREET L w �° U — — SUBDIVISION BOUNDARY o , cn PUBLIC RIGHT-OF-WAY z cn a_ — ROAD CENTERLINE W w LOT LINE N N N N M ZERO SETBACK LOT LINE W AMITY ROAD o 0 0 0 0 0 Uj 3 LOT NUMBER \ o N o N o 0 � BLOCK 1 ROLLED CURB AND GUTTER M M 0 0 0 0 0 VICINITY MAP 44 45 46 47 48 49 50 1"=1000' z 8"SS(EX)> EXISTING SEWER MAIN I Q zo 8„W WATER MAIN 51 U <12"SD STORM DRAIN PIPE N N U) 52 Of FIRE HYDRANT O a w w w 0 SINGLE WATER METER/SERVICE zz 5 3 0 Ld w w zo o0 z DOUBLE WATER METER/SERVICE — > W. RADIANT RIDGE DR — a Q z zLd N U B.00 2" BLOW-OFF ASSEMBLY m I 54 I REVEL PER U) _j z g g Of "' \ G20 LLC o J g w w z o of ® GATE VALVE �' U w Z Q Q Q 3 N PO BOX 593 E = o 0 o w z ZO 55 EAGLE, ID 83616 0 �' < C/O4 �. r� �. `� WATER FITTINGS I- a L z w (208) 336-5355 z bi PRESSURE IRRIGATION SERVICE a 56 ERRINOCONGERGROUP.COM Q o ® CURB INLET L., 1 37 38 39 40 57 Zp X T STREET SIGNS l 41 42 0 STREET LIGHT BLOCK 4 43 58 CIVIL ENGINEER w N V) o ��Zsgo�� PROPOSED MAJOR CONTOUR (5') — — — 0 CORINNE GRAHAM, PE PROPOSED MINOR CONTOUR (1') CIVIL SITE WORKS LLC DESIGNED: C. GRAHAM 44 PO BOX 6059 0 � EXISTING MAJOR CONTOUR (5') 59 BOISE, ID 83707 DRAWN: L. HAASE Lei (208) 946-3874 CHECKED: C. GRAHAM D EXISTING MINOR CONTOUR (1') 45 CGRAHAMOCSWENGINEERING.COM Lij 2.00% I APPROVED: C. GRAHAM DRAINAGE ARROW WITH PERCENT SLOPE z 60 l 46 j SURVEYOR PREPARED FOR: 1 FRITZ BROWNELL, PLS 6 G 20 LLC SAWTOOTH LAND SURVEYING LLC PO BOX 593 Ld < 2030 S. WASHINGTON AVE. EAGLE, ID 83616 z 47 c1f EMMETT, ID 83617 Q z (208) 398-8104 62 o U IDAHO POWER INFORMATION 48 w 2 C/O \ Q N 63 0 PROJECT CONTACT: ERRIN MOORE zz BLOCK 1 (Y� 3: (208) 336-5355 � ERRIN@CONGERGROUP.COM BLOCK 4 49 w V 64 I I SITE DATA O J FUTURE PHASES V) 50 ADA COUNTY PARCEL NO. S1225417345 z o PHASE 4 7.52 ACRES 60 RESIDENTIAL/5 COMMON LOTS — — — 65 SITE AREA = f4.73 ACRES Z PHASE 5 2.07 ACRES 28 MULTI—FAMILY UNITS z I LAND USE ZONE: R-15 O z w PRESSURE IRRIGATION PUMP STATION COMPLETED IN PHASE 1 I V) Q Q I 66 I NUMBER AREA % LLU a_ _ — — RESIDENTIAL LOTS 36 3.98 AC 84.1% / _ p Z V) Ln LANDSCAPE COMMON LOTS 1 0.05 AC 1 .1% m W w ce PUBLIC RIGHT—OF—WAY N/A 0.70 AC 14.8% W W STAPLETON SUBDIVISION NO. I > TOTAL 37 4.73 AC 100% � O O z Z U Cn O NOTICE TO CONTRACTORS W J CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTEDCn J Y CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; bi THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE ~ Cn TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO V) J DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE (� N OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY �rbDe SURVEY DATUM Plans Are Accepted For Public AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE °"'°"&`°"`°"`°°"°""°'°•`"`�"`�"�°°" P o ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR R1I ff] Street Construction CSW PROJECT NO. 21015 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM % E 16 ngan mprowmen HORIZONTAL DATUM BASED ON ADA COUNTY GIS. BystempidsigningftItplans,ftP41stared DRAWING DATE 03/04/2023 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING �L Enginooronsuros the District OW the plans conform toauDistrict >_ OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE ALL ELEVATIONS SHOWN ARE NORTH AMERICAN polldos and standards. Variances ar waivers musl.besper akt! o APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. 0` • • VERTICAL DATUM OF 1988 (NAVD 88). TE 03/06/2023 Como NL m GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. ��F �.�GE SF� = CONFORM TO THE PROJECT ESC. o /r 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. 16970 a_ PUBLIC SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3-4-23 SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE CONSTRUCTION. AND EXISTING PAVEMENT MARKINGS. C) s�qT PLO v O REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL ,Q FOIF .ZP BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.co 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. NNE M GAP Ln 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 'n U) SITUATION IS RESOLVED. 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. u# Y AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL � STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. 3: TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE � GEOTECHNICAL REPORT. 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD �+ O V) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO y START OF WORK. SD-709. > D 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. rn o U 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS M wo REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE tjln � � 00 M OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY PLANS AND CONFORM TO THE ISPWC SECTION 801. X z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY O CO w NOT OPEN OR CLOSE WATER VALVES. THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON O uCn o 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL THE PLANS AND CONFORM TO THE ISPWC SECTION 802. o_ m w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. ra a_ MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED fu z N0. 1. ON THE PLANS. L. w U 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER 3� PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT , OR OTHER STREET WORK: w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING a_ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION A. LOCAL ROADWAYS SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX AT w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. 2.5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 14-INCHES OF 6-INCH MINUS PITRUN, CONSTRUCTION PLANS. WHICHEVER IS GREATER. N N N N N 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 0 0 0 0 0 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE � � � � � Q � r7 N r` PRIOR TO CONSTRUCTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. ° C,4 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA o 0 0 0 0 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. zTHE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 0 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES REPLACE THE ENTIRE ROADWAY SURFACE. a_ WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE N U) TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. r*� WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF w w THE WASTEWATER RULES IDAPA 58.01.16 . 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL Q w w U) > 0 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS ( ) PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. z o w > > z0 0 ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. o a- w L N_ z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE a a z z �, I w 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. 0, N zz g g ( �' DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL U) _ a- o QUALITY (IDEQ). 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION o z z z z N z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BEGINS. = o 0 o w SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS o o � Cn AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE Q z 19. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE bi PUBLIC WORKS INSPECTOR. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO J 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE O 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS COMPACTION TESTS. z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. o Q 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE z 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. PRESSURE IRRIGATION w j N r7 o DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND REGULATION. 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. CONSTRUCTED.Lj DESIGNED: C. GRAHAM APPROVAL IS GIVEN TO THE PROJECT. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE DRAWN: L. HAASE 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS SEWER PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) CHECKED: C. GRAHAM Ld RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE AND THE CITY OF MERIDIAN WATER DEPARTMENT. APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT 0 DRAWINGS. WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE v 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. PREPARED FOR: O AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, G20 LLC /r 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL w AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PO BOX 593 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA /Y 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL EAGLE, ID 83616 z FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE J 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE U) TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 THE WASTEWATER RULES (IDAPA 58.01.16). WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF O COMPACTION. THE WASTEWATER RULES (IDAPA 58.01.16). M 3: 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE V) ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN O J ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE.NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. z 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. w 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES NON-POTABLE WATER. 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY MATERIALS TESTING AND HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. INSPECTION, INC. DATED AUGUST 7, 2018, FILE N0. 6181107g. 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE O z WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, 0 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. PRIVATE ROADWAYS AND TRAVELWAYS. �_ J /Z THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. > w V) � 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE Q z LLI cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL m W COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN SPECIFICATIONS AND DRAWINGS. 0 z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE > z JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND O ~ STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE 7 z GRADING/STORM DRAINAGE MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. L C� = 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. O G ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF w DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE ROADWAY V) MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. J Y O 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY 3: DEPARTMENT ON SITE AT ALL TIMES. CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Q w ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. J DEPARTMENT. CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO SCHEDULE INSPECTIONS. 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR n TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT o IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. PIanS Are Accepted For Puh{{C N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN Street Construction CSW PR03ECT NO. 21015 = CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. By-stampingandsigningftimprovement-plans.ftRegistered DRAWING DATE 03/04/2023 CD GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 94noorensuros the District that the plans conform to all District 0 policies and standards. Variances or waterers must be spsriflrslfir 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD - p 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS 0 TE 03/06/2023 coo1 6 W �_ m 2 O (Y a_ J U_ IY U) (n STAPLETON SUBDIVISION NO. 3 BOOK , PAGE J J Fn LOCATED IN THE NE114 OF THE SE114 OF SECTION 25, T. 3 N., R. 1 W., B.M., o CITY OF MERIDIAN, ADA COUNTY, IDAHO J w 7 _wl E BILTMORE ESTATES SUBDIVISION NO. 3 MERIDIAN HEIGHTS NO.3 2023 MERIDIAN HEIGHTS NO. I SUBDIVISION y L cn C114 CORNER BLK 2 BLK I BLK I E114 CORNER >r 0) J SECTION 25 CE1116 CORNER 8K 112,PG I6460 I64b7 SECTION 25 BK 62,PG 6274-6275 BK 27, PG 1692-1693 >_ ILLEGIBLE SECTION 25 �� n •L � U S 89024'05' E 1320.81' PLS 11118 ILLEGIBLE O� n -_-_ _-- _--LL_ _-- _-- ° --- --- --- -__ --- --- S S9°29'21"E I320.37' W. RABBIS ST. COB.REC. #9149708 N p o N � --- --- --- --- --- XO 12 Z STAPLETON SUBDIVISION NO. 2 O N BK 124 PG 19782-86 I3'OFF-SrTE ACHD SIDEWALK - - - - _ ~�~ ; @j O cn 26 BLOCK 2 EASEMENT INSTor� . NO. I ` 1 m N �. 13' 5 8803236"E 313.54' ` - ` _ 1 tiw L a .~ . � .I w . . - l` �~ - � 41.43' 38.02' 38.02' 3S.p1' 38.01' 38.00_ 6I.73' 20.36� � ! froo r-----� r w TYP�� 3' -3aI s8o 1 I I�j I l6 I Irri I Iti I I.-i I Inj 1 1� 3'TYP .� a� I I I + I 1,�45 46 I IQ ! !a 1 la 1 la I I p 1 I �a'8 F 36 I 37 1 3$ I 39 40 4I 1 42 143 Ia 44 I I I 1 47 I I 48 I I 44 I ! 50 1 1 I,Y , ?� I� + v) 1� I i 1 k ! k I !� BLOCK 1 I!* i 1 66 BLOCK I ' Ld Ld I k 1 IS 1 �' I ! la Iv to I fo I fo I Q 1 1= 51 a I la I to to p W I 1 I Iq a o a to - 1 lv, 1 �• �� ° STAPLETON SUBDIVISION NO. 1 1 1 I I I I ! ! 1 14 as 1 lob 1 I I k� y - 1 �p�' 52 ti� BK 120 PG 18745-50 N N (11 N N I I I I� I I I I I fy 1 iN I I❑ J L_--_J L__-_J __� w o 0 0 0 0 O 4I.42' 38.00' 38.00' 38.00' 38.00' 16.00' C8 _1 1 1i / < �•p \ \ \ \ \ = SCALE - C- I - . .'- .�- L �r; C9 �_ , '� 1 53 .�. 6o a +� c� 60 O 30 60 120 W. RADIANT RIDGE DR. `�`' Q 2D9.42' o �Io. 1�k' °� �,/ �• />^ `r,,'p o � o � o o _ W. RADIANT RIDGE DR. � h � � 0. W. I 0 0 0 0 0 U) - - - - - - - - N 89°29'21"W 209.42' - - h v - - C� c1i•. h /' 3 54 O r 7 a w ( FEET ) _ a ry 209.42` z 1 INCH = 60 FT �� ❑ 44.00' 43.00' 43.00' 43.00' 36.42' C3 , `` , -i r__-"-- C2 / /� 55 n U LINE TABLE I I I I I I z la ! so I �, E Y TYP 1 1 ` fix ///�i / �� `� a_ LINE BEARING DISTANCE I I I I� I Id I I� 1 fr�3'TYP `-7 ��v/"�� ,// 56 1 w J L1 N 74°00'00"E 33.77' I I 16 h rn Q I I I i i I Ia I IH I I� 1 1 1. - CIS ■ ❑ /. Q ,,, ,,, Z � L2 N 45°3I'43"E 39.45' I I I I I I ! �, ti I ] L ti /� / / .t l p z O Ia I I� I� I I� l ! 1 1 ry 1 / 5 Gj > o 29 3d 31 I 32 1 33 1 34 I 35 i 36 i o 37 I 38 ! 1"� 1 S Y fa; ! 39 I 40 1 ti / 4 , gyp. �� 57 �� ° o IL > N I I_ 4I 1 1 1 � / 5 'Y /0 \ � � wft� U z CURVE TABLE I 1 In, I IM 1 Im 1 r Ia. \s �S ,/O ,' ❑ Iw Q `�S psro S Rh / , � a f- z Z +n Ld CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH I'') a 42 I �� ti > ��� �' �� ��7 / 1�' o Q a N z g g ° I I 1 1 P 1� Cl 359.07` 228.50' 90002`22" N 44028'18"W 323.25' I i I I I I l + la 1 Ia Iq 1 Io 1 1 �Iti BLOCK 4 /'/n� ram. ao </ �(�� �� 1 �r p U J g o (14 �' C2 141.04' 179.50' 45 01'05" S 66 58'49"E I37.44' L-_____ ��____ ____ cn b 1 , p f F / y 5$ ' ` w z z z z ~ C3 29.54' 179,50' 9°2544" S 84°46'30"E 29.51` -__ I kn 1 1`° �hh 43 / �o- o. / ° , ° 0 - - Lli cn I I I I I I I i --� z olio �/ �❑ �� �o. r�� /'/��°' ���3 i �' _ o 0 0 Z_ C4 64.42' 179.50' 2003342" S 6904647"E 64.07' 44.00' 43.dd' 20.70' C25 I 10 �h 1 O C5 47.08' 279.50' 15°01'39" N 5I°59'06"W 46.94` . . . ..- . . - . . - ... _ . . - - o ° C27 --J f 1� �i �y� ,',^�Fo • svC/ �1� ° 1 Q w w z Ln C6 157.14` 200.00' 45001'05" S 66v5849"E 153.13 _1 I I N 89°29'21"W 107.70' C28 d•.� ,/ � • t; 66 + g g w i ass [�� °1 Iw C7 173,25' 220.50' 45 01'05" 5 66 58'49"E 168.83' 15 , / /� 4q //�� `� �� �1 La lw E C8 22.04' 298.16' 4024'07" S 86015'23"E 22.03' I I I I I i I I j y C� i' 3 �� 1�th� r,� �C_-- 59 y~ C9 34.86' 220.50' 9°03'31" S 79014'04"E 34.83' `� ,' �i icy' }^ CIO 37.10' 220,50' 903823" N 69653'07"W 37.05' 20' v z C11 38.16' 220.50' 9055'00" S 60006'26"E 38.12' I I I I I I I I I 1 <. O ❑ ❑ 1 23 22 21 20 19 IS 17 16 14 23 12 / �31 45 /•��' `I r 1 _- C22 26.30' 220.50' 6 50'02" S 5I 43'55"E 2b.28' , 1 1 +rr 1 ! Q C13 14.79' 220.50' 3050'37" S 4602335"E 14.79' + 2I ' 1�' 6� 1rn V7 I I W U C14 173.25' 220,50' 45°01'05" S 22°57'44"E 168,83' I I 10v�/ ��� 11 LL_ C15 23.76' 220.50' 6°20'27" N 41°23'03"W 23.75' �� ` r y� 1 �l 60 1 - I E- Lu 0O C16 25.09' 220,50' 6°3I'08" S 35a02'16"E 25.07' I I I I I I I I i I I I ��� � ' 1 Ali i i.` F C17 41.41' 220.50' 10 4533" N 26 2355"W 41.35' � 46 - - -_- ----- _ - / ,• 1 L �+ C18 31,70' 220.50' 80I4'12" N 26054'02"W 3I.67' ` . ti' �--o r- rr� I DESIGNED: C. GRAHAM / N$9 I� W 975L7 ! _ . L _ .I - . _a _ - . .1_ . _ I - I � C19 38.45' 220.50' 405932" 5 07°47'11"E 38.41' C O C20 12.84' 220.50' 3020'13" N 02°07'19"W 12.84' 1 �r�!1R 611 i� o i DRAWN: L. HAASE W. IIYNDMAN ST. � _ 'yS ti v � 101 61 !� v � � L C21 157.I4' 200d10' 45001`05" N 21057'44"W 153,13' _ / 1 - Sl l i I cn C22 141.04` 179.50' 45001'05" N21°57'44"W 137.44' - - - - - - - - _ - I mo' L - 47 l ' -------- J � -4 CHECKED: C. GRAHAM w C23 10.33' 179.50' 3°27'52" S 42049'21"E 10.33' - �� \ / S C I ri T-�__ 1 1 - r N 8�°�712 W 9�s.�I +_ C24 65.32' 179.50' 2d 51'04" S 3004452"E 64.45` - �/ BLOCK 4 I ■ a !w m APPROVED: C. GRAHAM C25 65.38' 179,56' 20 52'08" S 04 53'16"E 65.02' ---------------11_24' �� 52 I• ;� �` . � .I. I- . . -E - � . . � . .r . . - I - � - -�- . . � . I, . . �- . . - . . -• _ 20.5' 2D.5' ti,l o N z C26 22.33' 228.50' 503559" S 86041'24"E 22.32' , la m \ BLOCK 4 r 7U�$�2712`rW 16.2Ir-- , 3.01 O C27 43.89' 228,50' 1I000'I7" S 78°23'16"E 43.82' l I- "'N _-----_-__-- ~ C28 31.28' 228.50' 7°50'34" S 68°57'50"E 31.25' 1 I i I 1 I I I 1 'r 7 n, 48 � d I �- 97717 PREPARED FOR: C29 32.01' 228.50' 8001'32" S 61°01'48"E 31.98' 1 1cd "d N_8 ' I 97.31 C30 2fi.99' 228.50' 6°46'06" 553°37'S8"E 26.98' STAPLETONSUBDIVISIONNO.2 1 r L----------------jm -4 ry col BLOCK i G20 LLC o ° ° I I I I I I I 1 I 53 SK 124 PG 19782-86 .- N 89°27 r9mW-i2s.2sT_--I rn "'I 1° PO BOX 593 � C31 42.06' 228.50' Id 32'49" S 44 58'31"E 42.00' ' � -� � 14 m C32 41.17' 228.50' 10*19Z6" N34°3224"W 41.12' I !- W L'_------___--� C33 21.36' 228.50' 5021'25" N 2604158"W 21.36' 1 1 I I I I I EAGLE, I D 83616 C34 19,88, 228.50' 4059'10" N 2I°31'40"W 19.88' I DETAIL , , 6 rn ! 49 l c U l� r M$9�2712"W �SOT ° I Q C35 39.33' 228.50' 9°5139" N 14°Q6'16"W 39.28' I NTS 1 - - - W 5EEDETAIL_-- --_ __Jm 64 I a M z I I I i i I 1 1 + _ C36 38.19' 22$.5D' 9°34'30" S 04°23'II"E 38.I4' = ❑ o °oi I co 0 C37 0.58` 228.50' 0008'44" N 00°2826"E 0.58' / w 44 1 ay _ f84°27`21' 1 123.p0T� I 1� ML_____________� m ti I I I I I I I I i I ti 1 10 I U I 1 5 ^ a 1 50IC6 rnr MT9-62712�W 100.00T + J LEGEND a Icl, mil ,6 w . - . . J . . _ . .I_ . . _ I. - . . � . . - . . L_ . . w I23.0�1-------J 20,50'20.50' nl la 1,6 _ 1 N --- --• SUBDIVISION BOUNDARY LINE FOUND ALUMINUM CAP ILLEGIBLE °V SQ / - - - ❑ ° ° ° W ° l 14.02` 65 Y rn LOT LINE N 89 27'12 W 164.00 - -------------� I !�r FOUND BRASS CAP ITD �� I 1 I 1 4 I 3 1 `ry N lV99°27'12' W 100.UC a SECTIONAL LINE `a a 0 FOUND 518"REPAR/CAP PLS 10561 OR AS NOTED ~ ---- PUBLIC UTILITY,IRRIGATION AND DRAINAGE ❑ FOUND 112"REBARICAP PLS 10561 y�CENS � BLOCK b ! . .- . . - . . - - . - . . a � b6r1l Ln d EASEMENT �. i . . - - - - L---------- --i j - - CENTERLINE © SET 5/8"REBAR/CAP PLS 11574 1 2 I ° _ ° N 89 27'I2"W 105,00' n' 94 11574 I I N 89°27`12" W 100.00' Z U ■ SET II2"REBARICAP PLS 11574 0.4 � STAPLETON SUBDIVISION NO. I too EXISTING EXISTING DEED OR LOT LINE 4-1.-1 d 1 , POINT OF I SOUTHEAST CORNER o BK 120 PG 18746-50 25 o a CALCULATED POINT ��' I � � N Z 1 -. . - - - - - . . ILLEGIBLE ACHD STORM DRAIN EASEMENTS,SEE NOTE 11 I _ BEGINNING 1 LOT NUMBER �F y�� I u - - - - - • - • COR. REC`#103052681- 25 -- 30 O Z w BE A� - - „ - 24 Ld L - _ - - . . - I W. AMITY RD. 36 31 Q . . _ Ln J w o PLAT NOTES uj a_ I. EASEMENTS. A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN 10. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS ` HEREBY RESERVED ALONG THE FOLLOWING': COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. INSTRUMENT NO.2021-112857,ADA COUNTY RECORDS AND AMENDED AND RESTATED INST. NO. _ -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED 2021-135514. -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHTS OF WAY OR AS DEPICTED 5. LOT 56,BLOCK 1,I5 RESERVED A5 COMMON AREA,I5 NON-BUILDABLE LOTS, AND IS OWNED AND Q Z cn -THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES EXCEPT FOR MAINTAINED BY THE STAPLETON COMMUNITY ASSOCIATION,INC. 11. A PORTION OF LOT 56, BLOCK 1,IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER SEE SHEET 2 OF 3 FOR SLUR VEYOR NARRATIVE, REFERENCES LLJ WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM m Q 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. xxxxx. WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015-103256, Lv A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL Z) LLJ J -TEN(IO)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED 7.MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE Ln > 0f -THREE(3)FOOT WIDE SIDE YARD EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR 203o S. WASHINGTON AVE. o J cn DEPICTED OR STAPLETON COMMUNITY ASSOCIATION,INC. THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. z 2. THIS DEVELOPMENT RECOGNIZES SECTION 2z-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH B. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.2019-1I09D7. 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE EMMETT, ID 83617 z ce Z Ln HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. O STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL 8E �f /�O�1 3[�S-8�O� F_ OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE 9. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND STAPLETON r l f v SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN COMMUNITY T COVERED 8Y AN OCCUPIED STRUCTURE.SAID GRANTOR OR STAPLETON COMMUNITY T THAT FAX (208) 398-8105 Lu J ONE(2)YEAR, WHEN THE OPERATION,FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT ASSOCIATION,INC. MAY USE THE EASEMENTAREA AS GRANTOR OR THE STAPLETON COMMUNITY ASSl4rraar BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A J Y NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OBLIGATIONS IDEN77FIED IN THE COfCIATION,INC MAY DEEM ��7MUNITY DOCUMENTS,OR TO PRY OR CONVENIENT TO ERFORM THE DEITIES AND RIGHTSRM ANY OF THEIR OR ! ^ o OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." FUNCTIONS WHICH STAPLETON COMMUNITY ASSOCIATION,INC.IS OBLIGATED OR PERMITTED TO GG�C7�! �ulVeylClq, GL� WWW SAWTOOTHLS.CAM LQi � 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT w SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. LIMITATION,RIGHTS TO INSTALL, OPERATE,MAINTAIN, REPAIR AND REPLACE IRRIGATION SHEET: DATE: DRAWN BY: CHECKED BY: r122071 8#: �DWG#: I_ SPRINKLERS,LINES,CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. , ^ J 1 OF3 4�2023 AR AR 122071-FP V I U N 0 n1 CSW PROJECT NO. 21015 DRAWING DATE 03/04/2023 C� a_ O 0 cl ■ 0 � I owat_ m --- OHP OHP RP- 19 -- OHP OHP --- -- OHP --- HP - OHP --- X I �Ot��'\.�GENS- O 12„w i2"w „ „ 11Ta1 _ J B.,W 8„W 8„w 8"W I �O OF F_ W. HARRIS STREET 8 w i2 w otiA O P 0f — $"` 12"w 12rrw NNE M�G�P�Q � _ =Ln 0 20 40 80 120 J M 8"W J Fn Y u� Y ° o ° SCALE: 1" = 40' SD o J PI — PI — — — —Ld PI — — ♦ —W l E PI PI— ♦ > � �- - - - � r - - - � r - - - � r - - - , r - - - ♦ ^ c I I I I I / ♦♦ KEYNOTES t�La I I I I I I I I I I I I I BLOCK 1 / / �\ ♦ � � � W rono U O I I I I I I I I I I I I / > ` ♦ o I ., tD z I I I I I I I I I I I I I / / / �\ �� ♦♦ � I O INSTALL NO PARKING FIRE LANE SIGN WITH DOUBLE ARROWS IN ACCORDANCE XO � � � cn o I � WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND co w 44 1 i 45 i 46 i i 47 I 1 SD D103.6. O U) �u o 50 N 5 — _ _ co E REMOVE BLOW-OFF AND 51fo— CONNECT TO EXISTING I I I I I I I / / / / / / I fo Ld N i d� WAiE i MAIN \ 52 // / �\ Aj� �p I 0) Oz I L — J L — � — J — � — J L L — — — � — J � � — J / / / / / w z l I I t // / 53 w ° a �� / / / / / / \ o a_ I8„w Q-g„w - 8„W j SS �� W• RADIANT RIDGE DR w - I _ / ��\ / / //// //// \ A w N N N N N SS-8"SS(EX)> �S J o 0 0 0 0 o Z 5 BSI 54 / / \ PI Lu N O N O O _ _ w ° II FA I I e —I F /' � �1 a /// 55 / �`�`� \ I I o 0 1 1 � I I I I I / / \�� S � \ /// // � / \\ I � al Ipo O I I I I I REMOVE TEMPORARY / ' \/ / / / ` I o n N z 1 ASPHALT TURN AROUND Lli I I I I I I I I I / / x s x / .� I w wLd o a i 1 37 I 1 38 I I 39 I I 40 I I / // / \ �F+J \ / // 57 //// \\ I I o > ' �, o z 1 I I I I I I I 1 1 41 / / / / J \ �/ ° , s+ //// \ \ I n z z CI � 1 I I I I I 1 I / / 42 / / / pop oo / / \ I I I u `� Z BLOCK 4 / / / / -fi o- / / \ w � J ar�� 1 I I 11 / / / I o z z z z L — - - J L-- - - - -J• •----- - -1 L _ — OE \ U o� 0= � 0 PI PI p a TOE a w _/Mp w z A / //// 44 X\ - Q CONNECT TO EXISTING 59 I o U / / SAND AND GREASE TRAP ro / / / / \ , J I w w N o �T F / / / / ems ' k I A 45 /�/ \ 5 \ � �� � I I o I DESIGNED: C. GRAHAM O / I I DRAWN: L. HAASE Li cn ��\ 60 I o A w CHECKED: C. GRAHAM Ld � ` 1/ // 46 , �� �\\ I -o I APPROVED: C. GRAHAM � I I � /i �/ ����� �\ d. r - - - - - - - - - I � � w I PREPARED FOR: a_ w I \ j 61 I I PO BOX 593 _ h _ I� I / I L- - - - - - - - - � I A� w EAGLE, ID 83616 I I Q SS I S S� 5 / \ 47 BLOCK4 I >Lu I- - - - - - - - - - , I I = I Qp 5 a- — I (3 s, - - - - - - - - - - - - - -j Z a 62 I I z I x-x-xx-x � +�+ \ I - - - - - - - - - N 1 48 L - - - - - - - - - Lu 0 �+ I I M AI I I A N - - - - - - - - - - - J w — � 63 I I I I w I J I \ 5 — — — — — — — — — — — 7 N 1 BLOCK 1 I I - 7O 7 I 1 rn ao I- - - - - - - - - - � I I Z Z x I 49 I - - - - - - - - - - -- I o A Q o I � co— I z a. L - - - - - - - - - - - J c`�n 1 64 I u, w I x - - - - - - - - - - - � I � Z � I I I 50 1 9 - - - - - - - - - A 1 o r I > J o — - - w I I I I I � Id � — __ - - - - __ J I 65 1 Q Z L I A x W \ m ~ REMOVE BLOW-OFF AND L - - - - - - - - - J W CONNECT TO EXISTING r- - - - - - - - - - � ( w W Z) /^ i - - _ 8" WATER MAIN I I II � — I A J z 66 I I z oC J 31 1 L __ - - - - = I a s w O Q Lu PI tj I Lu STAPLETON SUBDIVISION NO. I — i J o w �' Id PI PI PI PI I I_ xxx-xxx—x-xx NLn L_d3 cn cs� — - - J j B.O. - U w w w I o N5 SS SS �s-ty- S a ' \ I w CSW PROJECT NO. 21015 A I DRAWING DATE 03/04/2023 V) O 0 c2mO HP RFr- Co OH OHP OHP --- HP a_ ° 1 _` _ \ ° \ \ ° \ \ \ � 16970 s \ S>13-4-23�0 W. HARRIS STREET —_ — — _ — _ _ — — _ �— _— _— — —_ _ —_ _ — -- r > �_ I D / N Ln J \ Y _ \ a Qf N c�i FG so \ 0 20 40 80 120 ti a ^,�,�° °6� °tiro g0°' ;�%. — �o — -- ,� 6 "� \ ✓ \\\\ \ \\ SCALE: 1" = 40' o LL LL. \ \ \ \ ` \\ ` \ \ \2�0$�5 EXISTING SEEPAGE BED ♦ I I I I I I I I I w L3In � o � C: M Z s \ \ \ \ \ \ \ \ \. \ \ BLOCK 1 \� \ I I 1 I I I I ABBREVIATIONS o , rn \ \ 00 z 1 rk \\\ \ 4 5\1 \ \ \\ \\F \ ' \ I �II I I I NI I w U) \ \ 4 7 4 00 C CENTERLINE a1-1\5 w p _) .NN E EG EXISTING GROUND Co EL N\ 00 FFE FINISHED FLOOR ELEVATION ro w . fo FG FINISHED GRADE III I I I I I I I FL FLOW LINE u \ \ \ \ \ \ FG II GRVL EDGE OF GRAVEL FG \ FG \ FG FG FG FG \ G I \ \ 5 �6 \ \ \ 2>O I III III I I I _ 26a' HP HIGH POINT ° o \ F \ \ oINV INVERT \ O II I I 1 cNi� p \ I R���O �A��fx `ti���° `L��°6 rL��o� ��°9�� g�� �G� \ \\ \\ 5` \ \ \ \2707.72' �>OS 1 \ 11 1I I I I I I I I ME MATCH EXISTING \ I I I I w g \ \ RIM RIM ELEVATION x > \ Q \ \ e ° F \ \ \� \\ \ \\ \\ FG� \ I I I I I I I I TRC TOP BACK OF ROLLED CURB w — _ p —► �. \ \ '� \ \ \ I I I TVC TOP BACK OF VERTICAL CURB v W. RADIANT RIDGE DR D \ \ ti\\� FG \\ \ \\ \ 2707.58' \ �.j` \\ I I I I III w I TOC TOP OF CONCRETE N N N N 0 TOA TOP OF ASPHALT 0 0 0 0 0 Z \ \ \ o \5 4 `Q25#1.73 CFS FG \ 11 g I I I N N N N N \ \ J �g6 \ k� g1 gym °� �y1' \\ `1� \ / /Q100=2.41 CFS 2707.52' a N \ \ a 1'` \ 1'`'`' 1'�°' �,�°' \ ^,�O \ g. \ i FG G `l' G tiG tiG tiG \ `L1° \ / `.FG \\ p�/�` � \\ I II I I I w o Ld \ \ \� \ FG ��, \ 2708.24' S5 � / \ j I I I I GRADING NOTES = r7 O \\ \\ \\ BLOCK 4 \� \\ \\ \\ \\ \\ \ \ 2�°a6k \\ ±20 LF 12'jPV ®j.99% 2707.37' \\ I III I I, I � v ° \ \ \ \ FG -,� �2� FIG \ I I` I l�I I I 26g8 — 1 TO STARTINGWORK. OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR z \ \ �� \ 2 \ \ \ FG �C \ 69 �> I I I I w � a_ \ \ \ \ \ �I 2707.86' �' `• ' \ � \ � \ \ \ \ \ 2707.26' I III r' 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE Q � � cn O 0 0 \\ I 37 39 \ \\ \ \ \ \ \ \ / `\ \ \ \ \ FG I ) I I I I I PROJECT GEOTECHNICAL REPORT. z o w > 0 0 z \\ 2>�R \ I �� 40 >'0 4i \\ \ \� \ \\ \, 2�o7s2' \ \� ��. \\ �57 \\ \ \\\ \ \ \ \ �/ � � r a Lu Ch W Ln � w 2) \ \ �. \ \ o \ \ 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND a z z ✓ N FG s EX SG TRAP #4-2 \ \ \ \ , \ \ \42 \ FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. � N z g g Cl) z \ \ \ ±23 LF 12 PVC ® 1.00% \ \ \ \ I I J FG \ \ 2707.09 w p z z z z - NC. \ \ \ \ OS \ \ \ 6'9 \ \ \ \ \ `FG I I 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2 FROM PROPERTY o g Q o z All �� g� o, \ \ \ 43 / 2707.68' \ \ `s \ \5.\ \ \ F�' I n — 268 BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. Q w O N _ =^ T ��• G \ \ \ \ FG 's� \It, b' °' 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE � \\ 1"66�\ \ CB 4B ,� \° FG\ \ \ \ \ \ \\ °�2706.94' `>�O l I w EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. z ,� \ \ I O \ `6 `6 ti1'``'� 1'``�� \ �° \ FG \\ \\ \ Q25=1.35 CFS \ 2707.87' \ \\\\ \ \ \ \ FG 2:1 w Q100=1.88 CFS ° - \ \ \ \ - I i n 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH zo FG FG FG \ may. �� 4 \ \ \ \ \\\\ \ I THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT \ ti� °� \ \ 2707.82' ° \ FG \ \ \ 5'9 \ \ 2�0 \I� GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. o FGLL_ \ \ z � � / 2707.98' \ \ G I \\ `1� ° \g� \ \ \ .>> \ \ \ \ \ \ \ \ , I 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL w I N o \ \\ AN \ �° \ �\ \ °cp \\\ \ \ \ \ \ o USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. 22 g \\ \ \ v / `l' \\ 4 5 \\ \ \\ Os \FG \ \ \ \ \ \ \�� I GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF DESIGNED: C. GRAHAM \ EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL o \ I \ \ y�� FG 2 j \ \ °�` \ \ �� \ \ I REQUIREMENTS. w \\ \ �,�. �g�\\ �9 \\ \\ \\ ° \ tiA \ \ \\ \1- \\ 9� \\ = V DRAWN: L. HAASE \ \ \ FG 60 \ \ � 0 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL CHECKED: C. GRAHAM w� \ \\ \\ \ HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN \ \ \ \\ 46 \\ FIG \ �`i' \ \ \ \ \ \�o os,� ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED APPROVED: C. GRAHAM LOCATION. o \ \\ \ ,�g� FG �> 2 \ \ °d. R ��o�', \ \ \ \ \ \ 8a• \�\ \ v \ \ F° p0� °i9� ,�° \\ \ \�9 \ I �' LJ 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE °o \ \ \ \ \ 21 CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. PREPARED FOR: \\ \\ FG , \ \ BLOCK 4 \ �r'> G \ \ \ \ \ CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND G20 LLC Qr�w 2j �`' 6 \ \4 o F \ \ \ \� ?>o LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION PO BOX 593 (0. � �' n w CONTROL PROCEDURES. EAGLE, ID 83616 QSTRUCTURE TABLE \ �� �� FG 4/ \ ?, w \ \ \ \ \ I cCO•i a Q 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, \ 2 g \ \ �c pes I > \ \ \ \ \ \ O ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. J STRUCTURE NAME: DETAILS: / FG ��o \ ° Q FG \ \\ `62\ \\ \\ �j FG , n Q 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL J RIM=2707.33' \�h \ \ rn ° \ 6� \ \ \ '`c �� w p BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND CB 4B �'� \ \ 0 v, �. \ \ \ 0, I g V # INV OUT=2704.81' (NE) rL�G \\ \\ \ N = ��o \ �6gh\ w SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. RIM=2707.60' \ FG \ �Z% \ ?>0 N \ \ \ \ BLOCK 1 I \ vi 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE M w CB #4C INV IN=2704.58' (SW) ' °goy \ ��-� \ c �,9(° I \ \ \ CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. INV OUT=2704.58 (NE) �� \ FG \ \ \ 63 \ \ �� I \ d CO 1 \ \ \ \ �6 \ \ \ \ \ \ �c o, t 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY MTI INC. DATED Ate, AUGUST 7, 2018, PROJECT NO. 6181107g.w RIM=2707.62' w ti� ,�o�' \ \ \ \ \ \ n / Z > SG TRAP #4-2 INV IN=2703.56 (SW) INV OUT=2702.96' (NE) N FG LL. I FGg \ 9 N\\ \\ ,0 \ \ \ \ \ \ \ \ \ I 0 7 O °g^ \ \ o \ 0 L V) z Ld O G \ ti \ A LA J a_ G \ 50 \ \ \ \ \ 0- Q w 2:1 �'� \ \ c09� \ \ \ \ \ \ w \ �,,o \ \ >. .. \ \ \ \ \ — \ FG \ \ \ \,�?,O °° n V \ \ 6, \ 1 0 w ',• 1 I 1 m Z w ZD w� — R \ \ \ \ \ \ \ \ \ \ \ \ \ I w FL \ \ \ \ I . , 11I Q z 6 z F I PAD ELEVATED 8" ABOVE BACK OF I 5' SIDEWALK 6SIDEWALK (MEASURED AT CENTER OF LOT) \ \ \ \ \ \ \ \ \ W \\ \\ \\ \\ S\APLETON SUBDIVISION NO. 1\\LQ\ Y \ \ \ \ \ \ 0 0 \ M \ \ \ \ � III I �s /, 14-11 fV \ \ \ \ \ I l d Ln J > 10.00' 15.00' I \ \ U 10 \ \ N 1 \\ \ \ \ 111 I Plans Are Accepted For Public Street Construction CSW PROJECT NO. 21015 TYPICAL LOT GRADING DETAIL \ 1 \ 1 1111111j / 1 By stamping and signing the improvement plans,ft R"Wered DRAWING DATE 03/04/2023 SCALE: NOT TO SCALE C 3 ` \ \ I I I I Enginoar onsuros The DMW drat the plans conform to al Disdtct polWs and standards. Variances or waterers must he VoI CL 0 0 1E 03/06/2023 CIO o R/W R/W S\otAL mKEYNOTES 41.00' PUBLIC RIGHT-OF-WAY �o�� GENsFo 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET CL � TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 2' 27I00' 2' 16970 3-4-23 20 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 1 FOOT SUMP 10' UTILITY 5' SIDEWALK 13.50' 13.50' 5' SIDEWALK 10, UTILITY C) U EASEMENT EASEMENT 0z TFpF0 PAP O3 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL 1 2 1/2" OF SP-3, 0.50 INCH U) STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM (1/2") MIX, PG 58-28 0 20 40 80 120 cn FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. 3" ROLLED CURB AND GUTTER U CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS 4" OF COMPACTED 3/4" PER ACHD SD-702 TYP. J PROHIBITED. CRUSHED AGGREGATE HORIZONTAL SCALE: 1" = 40' BASE COURSE N VERTICAL SCALE: 1" = 5' 2% 2% 1.5% O ♦- w W1 E as as a as a a a a \ \ \ \ 2' FLAT LANDING BEHIND SIDEWALK, TYP. _ EXTEND BASE AND SUBBASEL3 In M c M O 6 BEHIND CURB TYP. 12" OF COMPACTED 6" MINUS PIT RUN SUBBASE 00 5" THICK CONCRETE OVER 4" X p z OF 3/4 AGGREGATE BASE O O m LLi COURSE PER ACHD SD-709 .. � 2 7' TYPICAL STREET SECTION 1 COMPACTED SUBGRADE o @ o Qr� SCALE: NOT TO SCALE C4.0 m E W ro a fo z 0, W � U / d Q N 53 54 55 5 58 57 \ s " a_ / 5 2 /F—, OCK 1 'Oi\ r\ atio F'QiO/ W \ � N N N N N p ��1 / BLOCK 1 51 3 c 60 \ \ d� �90 \ LU " I I I R O CG dd Q �< /`fix ?� x0& 2� xS.9 ?gyp x29 0 1� A ^5b �G \ l N o N o 0 ,to `1Q � � \ \ \ a o 0 0 0 0 �? 50 Ld 2 j x94 �c 6 �c 61 6 •'` 6 �Q 08)3 C 1- i 00 z -10 ~ _ 15+00 'L1°$�kh1 \`ydf\ a� a_ / 4 9 2�g 6 13\00 5 m 5 2 O R\ ,` 1°8 5° �� 6 2 \ \ \ \ � � a_ / n?C /Z0o Op 2 �o� 2uQ00. 1 \ o ��' o ao O / 12x30 a R �O /S 9A /,� �? /R S2 /s E6, O \ O > w 2>09 O6 , 8S x6, xS x� xS �dl w N 1 R 6' C� S C� S C� E C' P n S� A Q o' U w / 48 12x 4° �c Sx/ SE >t2 A2 O, y22° �G p� 76 (RG / \ a z z Of Of 1 09 4 �( ► �9�C x °9 X21p8�� 63 \ \ U N z g g L0 Q a- w o I— / 1Rc. °92 c \ o z g z z z N 6 C 5 o Q Q � z / 47 00 12x43 o0 42�°86 a��1 LLJ 64 \`��r o Q w y � 2>�ss 42 <,�11z- 12x09.42 43 44 45 46 21°8 8�e �c \ o / 46 0161 � zp .J \ 21° ka631 65 C 2>0s s> �NF �6 00 11 t1j4 r OXT 11 >4 0 C 42 ,6X12�5�Rc 9 'x 0 45 'ITgC e / ��P ° 47 21°869 yL� °\ 21°8j 66 k2q.31 / 4 41 \ 9A1 �R DESIGNED: C. GRAHAM 1 / �° 2 35 1° 35 lY OX79 �O 1j TRC k�0 C 2 k�8 0 44 ?>,0944 C ��� x3000 70E 48 121°8bg (R " 11 / DRAWN: L. HAASE 0 j P 2)/ E \ / CHECKED: C. GRAHAM Df \ 10�4j'4? A °�' 2>,0 40 TOP APPROVED: C. GRAHAM \ i2> � i 1 6> TRc P BLOCK 4 �1x °1 �c O 1733 TR �/ gyp. O,cB>00 49 C \�O' � BLOCK 4 / �5�� PREPARED FOR: J� 2>x00°o• z>,,31 `� 3 9 Q T°F 5 0 ���� G 2 0 LLC �A�F 11>s �Rc 1°*44.00 , T �O� \ PO BOX 59 3 �O px Q�F EAGLE, ID 83616 Q 2sG� 2>1 ° 38 (3 G/`r�0 / 1 10*00 0 / 5� \® W \ \ J o 0 3 7 ° ��' \ LL �� _ ,. m p � z o� c~-n 2720 Z)a 2720 O J -------------0_N o ------------------------------------------------------------- -------------------- ----------------------------------------- - Z j_ cn Q o LOW PT STA = 14+29.64 z J z U-0 00---------- ----- U O z o r LOW PT EL = 2707.54 oLL- a 0 F + PVI STA = 14+21.00 F- (f)_o PVI EL = 2707.45 U= CL Z Q O rn n a w-II K 32.73 � Q--------------------------------------------------------------------- ----------------------------------------------------------------------- V) z 2715 z v i w LVC = 50.00' + MOP O Z 2715 Q 0- ---- --------WQ-> >\� ------------------------------------------------------------------- ------------------------------- ----0 7 -------0m------------------- r, 00U) J J O m (L o_ FINISHED GRADE r, Injl N 0)�j (01 -------------------------------------cD ----------------- --------------------- II = / W ` ` M N 0 -------------------- ------------------- W p 2 U \ II N H Z � ------------------ ------- \ U W ----------------U w-------------------- -------------------- ------------------- ---------------------------------------------------------- � 0_tZ M ------------- z o a 2710 -1.03% m w ' 2710 wm C 000 i G ------------ o z W i 0.50%+ - LU -------------o i ------ M ------ -----------� z II N It(0 �� mrn L \---------------- 00 <------------------------------------------ MO C)� mJ 00 ----------------- W ------------------------------------------ ---------- - +r- -------------- -------------------- ------------------------ c0� --- iN't----- ------------------------------------------000 U U) \ NN toO o� /� ,�j� +O z L� ao o 2705 O 2705 \ \ r!i W + coo / N N W N n i II D_ -------------- ---------------------------------------------- W � \ r7 II �N- � II J fail EXISTING GROUND � II �W V ----------------- ------------------------------------------------------------- -------------------- ----� - --------------- w_ 12" STORM ------- II J- ------- a Q 0_ DRAIN CROSSING U'� _ �.0 J ------------------- ---------------------------------------------------------------------------------- -------- 0_ Y ------------------- ------------------------------------------------------------- --� --------- 0 2700 2700 _ _ _ Q z W - — ------- --------------- ----------------------------------------- ------------------- ------------------------------------------------------------ ------------------- Q QJ 2695 N n N n -'2' O -'2' O O 2ss5 Plans Are Accepted For P ublic � n co N N n N n !2 O 0) 0 O 0 O wn O n N n n O A Street Construction O O O O O O N n n n n n n n n n n n n co n co n co n n n n n n n n n n n n n CSW PROJECT NO. 21015 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N By-stamping and sore the ummemeaplens.'ft Ragletered EVneor ensures Iho District that the plm conform to all Dism DRAWING DATE 03/04/2023 O policies and standards. Vadanm or waterers muste sp be ti 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 ---— --, _.__. _ oU W RADIANT RIDGE DR/S CH ESMAN AVE PLAN AND PROFILE TE 03/06/2023 C4mO STA. 10+00 TO 18+00 KEYNOTES ��� �ENS Fo m o (DPOTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. a_ 16970 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 3-4-23 s OF �i G P U) 0 20 40 80 120 NNE M. Ln U J -w_ HORIZONTAL SCALE: 1" = 40' �^ J u� Y Q / 58 \ �y�o' VERTICAL SCALE: 1" = 5' � O� Q 53 54 55 � 57 \ s J 59 �� d 'Li �' / 52 BLOCK 1 'Oi\ r� ati0 F'QiO/ �W a J \ 0) v � / BLOCKI 51 60 \ \ � a� �094 \ rr11'n °n1- � � o � ��f L3 In o M z / �� e � 2 2 i 2 � � � � 2 2 i � � \ Xo ��� o �P��\ / 50 2 I 2 / d� m LLi ° °. 00 U) ° / dy - U O �' z ° 61 p � oLd � N E / ro 49 _9+00 10+00 EX SSMH A-4\ / / 2 j\ a� ro w 2 / ' EX SSMH H-4 / 62 �j �' \ EX SSMH A-3 ° ��p " p 2 V) / 48 � \ 8k00 ° EX SSMH A 2 63 \ \ X / EX SSMH H-5� / 47 2 a, 2 2 , 64 ��f aS o 0 0 0 0 Q` \ ° ��xp / \ \ ` O Q N r 43 44 ° � � cq � � 45 46 0.� \ / 2 � r7 co co rn � \ \ �NF 0 0 0 0 0 z 46 \ 2 J� / 2 65 f\ o z / 42 / 9'L \ _ o / 0 45 2 ° 47 q�F / 1 s ° 66 N a_ \ R_ \ o° W oV 2 41 / / z o w w o w \Q n \ W W �- Pi 48 o w ch w U) � Z 44 2 �� DOE 2 �x ' i / a Q ch z z � \ ° Q�P P� E P� Op \ / / N z g g \ \ 40 STOP — p BLOCK 4 / \ 1 o z a- Q Z Z 0 z �a 49 \/ �O' 2 = 0 0 0 `" \200, Q Ld Ld � a o \ Q z 3 9 e �c / / Q O�J Ld 0 2 Q 6F 50 x�o \ 38 \ / / ��P R'pp ` EX SSMH H-6 \ Q h EP �/ lI w N o \ �20 EX SSMH A-6 DESIGNED: C. GRAHAM 00 37 \ \ /' DRAWN: L. HAASE L cn CHECKED: C. GRAHAM D Df APPROVED: C. GRAHAM z 0 C) 2720 2720 PREPARED FOR: D o -------- ---------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------- G20 LLC � -------- ---------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------- PO BOX 593 w --------- ----------------- ----------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------- EAGLE, ID 83616 Q 2715 co 2715 ----------- a --------------------------------------------- -------------------- ------------------- --------------------------------------------------------------------------------- -------------------- ------------------- ------------------- < J N FINISHED GRADE I < ---- ---- ------------------- _ --J x _ to _ m w -x ------- cNn a ---------------------------------------- -------------------- ------------- Y (N Q < X ----(A------- ---------- a -------- --- _ ----- ------ -------- w M 2710 1 W vNi W vNi << << 2710 w in � W ------------------ x------- x---- ------------- ---------------------------------- N � r (n X -------l- --- -<--------------- ------------------- < JI ------------------------------------- --- ---- \ -I------------------- w x w O 1-1 w < 1-1 ,..L — a I--------------------------------------- -------------------- ------ -------------------------- ------------ ------ ------------ >_ I I 1 1 � 1 1 I � r r Z O 1 -- --------- ------------------ ---------- ce f r-------------------- r r - 0 2705 11 \ < — 2705 Z CL wm -------- --\---------\---------------------------- ------------------- -------- —1--1 -------<- -------------- I I rr � � > r EXISTING GROUND ---- -------- ---------------------- --------------- ---------- ---- 12' STORM r 1----------- � z I DRAIN CROSSING o ----- 1 1 Q ---------- ----------A -------- -----I I------ --------------r r 2700 \ �\\�X 8" p \\ - - _ / 1 1 2700 - o J- —_ I I-------------- -- - - ------------ 11 <r r Z Q soR _ — r ---------- 0 3S I I - - --I w J — r a - ------ I l ---------------------------------------- -------------------- ------------------- ---------- co - z -------- --------------------------------------- ------------------�> ----- -------- -----------------------------------------------------------I--I-------------------- ----- r a 1 r -------- < ----------------- w `�� I I I I 11 I1 <<��� w oC -------- --------------------------------------- -------------------- - �� I I --------------r 1---------- < <- ---- _ 11 _ (A � W 2695 I I I 1 $� PVC SOR 35< << 2695 O z -------- --------------------------------------- -------------------- ------------------- ------- ----------------------------------r-r------------------- -------------------r i------------------ -------� ------------ i i Ex < -� Z II CL _ e pV I I 11 _ O cn � �Fk y II sop3 I I 11 I I ------ V s IT ----------- \�\ 11I1 <<, —< W Z J 2690 I 1 < < < 2690 ------------------ 1-1 -------------------------------------- - � � �� r 1 R 35 Q cn � � F „ � 1 so � � � axe r 1 H QNc���> p 1 1 g� -------------------- ----------------------------------------V w ��\ --SDI? r 1 1-1 Ei i W -- ---------------------- -------------------- -------------------- J 2685 EX $„ pVC SO R 3 =-1 r i 2685 U r� ----------- N n1 CSW PROJECT NO. 21015 = 2680 2680 DRAWING DATE 03/04/2023 cD 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 of w EXISTING SEWER PLAN AND PROFILE o C5mO STA. 5+50 TO 14+50 m OHP OHP RP— —— I OHP OHP ——— —— OHP ——— HP — — ——— N OF �C'ENS OHP zo „ 12„w `YVl 0 '2,.w 61 M L a 16970 _ _ 3-4-23 —8"W — s" — s"w —s„w — a.,w — a„w — s„w s„w s„w s„w O s�qT �O � a^ � O c� W. HARRIS STREET 2 w tiA O FOF��P .ZP F_ $` i2"w 12"w NNE M.GAP U _ 0 20 40 80 120 x Fn M p $„w Y� J Y J Y ° o \d ° SCALE: 1" = 40' Qf SD p ♦ I J PI PI PI — _ _ ♦ o cn I PI pI ♦ w J aQ ^ c w BLOCK 1 \ ♦♦♦ o 00 N WATER NOTES m co 0 ON w C]N � o � � m I Z A� ♦♦ 0 I 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC X 0 0 I ♦ X ¢ AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. 0 LLico gV) 44 45 46 47 48 SD I 49 50 w 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a @� o 51 or� w s _ _ � _ _ _ _ _ °° � Li 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER ±230LF 8" PVC MERIDIAN SD—W6. ro ui 2 2 2 t21 LF 8" PVC A� �,� °' I 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER O i I 6 4 2 52 AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. cn / z I I 6 6 6 6 6 6 3 t 15LF 6" PVC w 1 � 53 " w o7. 7a / 6 t81LF 8" PVC 0 8„W _8„W 2 f4 — W. RADIANT RIDGE DR — 6 N N N N M w O O O O O slS-8"SS(EX)> �S \ 4 z 54 P KEYNOTESLu Q M N r 6 N O N O O LWU \ \ \ \ \ 8 REMOVE EXISTING 2" BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" 0 0 0 0 0 o 6 I I 6 / \ 6 2 5 5 �g � \ I w O WATER MAIN. BLOW—OFF ASSEMBLY MAY BE REUSED ON SITE. CD F_ 2 2 i i t57LF 4 PVC 0 1 2 s / I \ I O INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY U / =n OF MERIDIAN SD—W1 AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY I 9 O OF MERIDIAN SD—W6. ,4 z 6 t 166LF 8" PVC 1 1 \ I w a 3 3 8x6 TEE (MJxFLG) c„ 0 3 w w z w 0 1 37 38 39 40 7 5 7 I 6" GATE VALVE (FLGxMJ) o CL > L Q 41 s n c� 6 WATER MAIN (LENGTH PER PLAN) Lu F FIRE HYDRANT PER MERIDIAN SD—W8 AND SD—W9. N z g g c w 1 BLOCK I a Q z z j 1 42 2 -IJJ• \ t63LF 4" PVC a I U) � g a_ W i1, 1 10 10 10 6 / 9 I I "' ® 22.5' ELBOW (MJxMJ) o z z z z o z I 10 10 43 i 6 2 58 n o g a 3 O_ 0 N N PI PI / 11 I 0POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET o Q w = I P� I a C0.1. Q z w 10 4 I w © POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 0 / �_ I n zo 10 44 / / I O WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO � 59 ACHIEVE 18" VERTICAL CLEARANCE 2E CONSTRUCT STORM DRAIN OF WATER o \ 6 9 i I w CLASS PIPE AT CROSSING. SEE WATER NOTE #2 SHEET C0.1. I N 'o � w I g ` 45 6 s � ' I n ® CONNECT EXISTING 4" PRESSURE IRRIGATION STUB. � 2 DESIGNED: C. GRAHAM 10 I O9 INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. 0 I3 DRAWN: L. HAASE LiAi 10 r t92LF 8" PVC = n w 10 HOT TAP EXISTING 4" PRESSURE IRRIGATION AND INSTALL 3/4" PI SERVICE LINE �. 60 O AND 4" VALVE BOX PER ISPWC SD-901. CHECKED: C. GRAHAM 46 �� 9 -o I APPROVED: C. GRAHAM 6 11 22.5' ELBOW (MJxMJ) o I a t207LF 4" PVC A w 4 Q / 5 —6 9 I PREPARED FOR: or� 8" 18„W „W I / 10 BLOCK 4 — 61 w I G20 LLC PO BOX 593 t23LF 8" Pvc �� w EAGLE, ID 83616 _ I� _ I� I— _I I I— „ / / 1 o I z SS I S S� s \ / / 47 Q 2 I a 0 Q 2 z I I o O s / -<- - 3 112 62 I z I'T/ I / I t W f 13LF 6" PVC a n Q J 2 9 — w 0 cn X-X-X X-xvlz:-X� \ u 6 V ' 6 � 48 I Lu 2 z � +\, 6 9 I un M J \+\ X a - - 6 3 I n a I J I \ — 0D 2 BLOCK 1 I I w 3 U)x s N w I z z 1 0 00 I 0 I x 4 9 Foo O I o n _Ul o I � CC) - - I 2 — \ -H — _ I w z I C 6 64 0 "' a z V o I a � J a_ I I— - - 10 50 — Effo a > DC I ° 9 w = 1 65 W ~ Id _ _ _ _ - - I n3 z t76LF 4" PVC m Lu - I Ln w ``' I— _ 9 I W U) I 66 I Z cn a a J STAPLETON SUBDIVISION NO. 13 w z J I _ i J Q Y0. oC M Wo - - - - - - - - - - - - 3 ,+� SD Q w PI PI I� PI PI � LI I, ^ Q XXX—XXX—X—XX cn d3 � /'1 cn J U)_ B.O. — 3 0 _ W _ W _W x O N s SS SS S- s a C14 I \ I w CSW PROJECT NO. 21015 A I DRAWING DATE 03/04/2023 a_ i 0 C6mO o W. HARRIS STREET m N ENSF4 �tiF 16970 3-4-23 U) 0 20 40 80 120 U J J Fn Y SCALE: 1" = 40' u� J BLOCK 1 \ >r STREET LIGHTING NOTESLn t�N o o I 44 45 46 47 48 49 50 \ a) 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT X 10 ko c 00 I \ VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND m w v) 5 THE NATIONAL ELECTRIC CODE. cf) EXISTING TYPE II @j o or� STREET LIGHT \ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE m E ro Li THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/ z N 559 7C 52 TO OPEN A PERMIT AND REQUEST INSPECTIONS. L O I 53 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, z I BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. , z \ cNn _ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE %0; Ld or� j— — — — — — _ HYDRANTS AND 2' MIN. FROM WATER METERS. x W. RADIANT RIDGE DR 54 w m 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS \ BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR N N N N N O z SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING uw o 0 0 0 0 _ I FINAL INSPECTION. o c�.i o N o 0 N55 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR 0 0 0 0 0 0 z L QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. o z 56 \ 7. STREET LIGHTS ALONG S. EAGLE ROAD SHALL BE METERED PER IDAHO POWER AND CITY OF 0 MERIDIAN REQUIREMENTS. cq 37 38 39 40 \ 57 uj r w w 0 41 42 55908C o z w KEYNOTES w `� cn z BLOCK 4 a � � z z `" cn z g g Of U 43 \ 58 0 INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET w Q a- of w Lo LIGHT DESIGN STANDARDS. LED FIXTURE TO BE LEOTEK JR GCJ1 20H MV NW 2R DB 700 o z zQ zz z o z I PCR7 WL SPB-DB OR APPROVED EQUAL. Of = 0 0 o N Q w w � � w I a 44 w 0 59 z \0 ` z\ 45 I i N ff) 0 BLOCK 1 � � DESIGNED: C. GRAHAM 0 \ 60 DRAWN: L. HAASE cw 46 I CHECKED: C. GRAHAM D Ld Df APPROVED: C. GRAHAM z 0 \ 61 PREPARED FOR: o - — — _ _ _ G20 LLC a 47 PO BOX 593 58909C I a° EAGLE, ID 83616 I ° z 62 ac� a (3 J 48 W V) Q 0 < I 63 I N V) w LLJ \ 49 N d J I BLOCK 4> 7_ L U 64 0 I I Z 0 I Z 50 z Q o I J J w Q Z Lu Lu Z) I 66 I (/> > Lu z - - LLI z c � STAPLETON SUBDIVISION NO. 1 O _ v) J Lu J J 0fy EXISTING TYPE II � STREET LIGHT Q w (n J_ U M I N CSW PROJECT NO. 21015 DRAWING DATE 03/04/2023 C� w 0 CTO