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HomeMy WebLinkAboutCC - Permit Set Signed 3-21-23 SHEET INDEX IMPROVEMENT PLANS FOR d E SFo _ . CALL BEFORE YOU DIG STAPLETON SUBDIVISION NO . 4 W VICTORY ROAD ¢� a_ C0.0 COVER SHEET CALL DIGLINE INC. 6970 � PRIOR TO COMMENCING 3-21-23 C0.1 NOTES UNDERGROUND WORK C� C1 .0 FINAL PLAT SHEET 1 ""°"`W"�` ���0 (208) 342-1585 LOCATED IN THE NE 1 /4 OF THE SE 1 /4 OF SECTION 25 O��TFOF�OPP,�P Call 4efore you d19. /y (n C2.0 OVERALL SITE/UTILITY PLAN TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN NE nn.� Ln C3.0 GRADING PLAN MERIDIAN, IDAHO J C4.0 BROYHILL/ZOCALO PLAN AND PROFILE 2023 N Y C4.1 NORWICH/HANIKEN PLAN AND PROFILE SURVEY DATUM 0 C5.0 SEWER LINE A + D PLAN AND PROFILE C5.1 SEWER LINE C PLAN AND PROFILE HORIZONTAL DATUM BASED ON ADA COUNTY GIS. JW E V) C6.0 WATER PLAN \/Lr U � C7.0 PRESSURE IRRIGATION PLAN ALL ELEVATIONS SHOWN ARE NORTH AMERICAN 2 W RABBIS STREET C) C8.0 STREET LIGHT PLAN VERTICAL DATUM OF 1988 (NAVD 88). RUMPLE LANE o C9.0 ROADWAY DETAILS o 25 50 100 15o YJ o ��, o Cc: � o x 0 Ld cf) SCALE: 1" = 50' PROJECT SITE p 0 cn o a o 0 w z LEGEND I o L L U — — Ln SUBDIVISION BOUNDARY � PUBLIC RIGHT-OF-WAY w — ROAD CENTERLINE a_ — x LOT LI N E — — I W AMITY ROAD w Lu ZERO SETBACK LOT LINE 0 3 LOT NUMBER 22 I N NO'1 0 � 2 I N SUBpIV1510 z 8"SS(EX)> E�ISTENGCSEWERNMANUTTER �Iv15cn �ON NO BLOCK 5 I STAPLEtO VICINITY MAP 0 8"W WATER MAIN AP�ETON SOg i 21 C) ST <12"SD STORM DRAIN PIPE ~ FIRE HYDRANT I 20 0 O SINGLE WATER METER/SERVICE — — — — — — — — — — — — — DEVELOPER o C) w DOUBLE WATER METER/SERVICE I Lu w G20 LLC B.O 3 7 2 9 O 2" BLOW-OFF ASSEMBLY 1 9 5 4 PO BOX 593 U) o V) I EAGLE, ID 83616 o N z ® GATE VALVE 34 U (208) 336-5355 LAREN®CONGERGROUP.COM Q U) 4 V p& ti WATER FITTINGS 18 6 Z PRESSURE IRRIGATION SERVICE I 33 36 30 z 5 I J � ® CURB INLET , z w 17 7 CIVIL ENGINEER O STREET SIGNS I I z STREET LIGHT I BLOCK 2 32 I BLOCK 3 CORINNE GRAHAM, PE o w ~ 6 I CIVIL SITE WORKS LLC o ��2630�� PROPOSED MAJOR CONTOUR (5') 16 8 L I 35 0 PO BOX 6059 62a�� PROPOSED MINOR CONTOUR 1' m v~i 31 BLOCK 2 I BOISE, ID -3707 874 DESIGNED: C. GRAHAM 11�O ��2 a� — ( ) 31 w EXISTING MAJOR CONTOUR (5') / CGRAHAM®CSWENGINEERING.COM DRAWN: L. HAASE Li �� _ �263 w \ — i262$/ 1 5 9 Q CHECKED: C. GRAHAM EXISTING MINOR CONTOUR (1') I = 34 7 APPROVED: C. GRAHAM 2.00z DRAINAGE ARROW WITH PERCENT SLOPE I 30 32 I SURVEYOR 0 14 10 BLOCK 5 / 8 v FRITZ BROWNELL, PLS PREPARED FOR: SAWTOOTH LAND SURVEYING LLC 29 13 11 33 203EMMETTSDIN836N7AVE. z G20 LLC w 0 PO BOX 593 Ld 9 (208) 398-8104 z I 28 I / I U EAGLE, ID 83616 Q 12 10 I ZD oC J C/O 27 0 I S' ZOCALO WAY — _ SITE DATA z w 26 / O • 24 12 ADA COUNTY PARCEL NO. S1225417348 O 23 SITE AREA = ±7.47 ACRES O Z 0 2 2 21 ILL o I 25 20 19 / LAND USE ZONE: R-15 Z ACHD CERTIFICATE OF COMPLIANCE I 18 17 16 15 13 / NUMBER AREA �W O Z w BLOCK 2 14 > V) Q W 0 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE RESIDENTIAL LOTS 53 4.79 AC 64.1% a_ PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY OC > W w AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE / LANDSCAPE COMMON LOTS 4 1 .43 AC 19.1% ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR W V)cn ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM — — COMMON DRIVES 1 0.07 AC 1 .0% z ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING — — — Q m DC VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE — — — PUBLIC RIGHT-OF-WAY N/A 1 .18 AC 15.8% LLJ LJJ APPROVED FOR THIS PROJECT: NONE. _ _ Q Ln > > / z O O TOTAL 58 ±7.47 AC 1 00% z, cC NOTICE TO CONTRACTORS L 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 IDAHO POWER INFORMATION DC Q 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 W TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PROJECT CONTACT: JAMES NEYLAN V) J DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF (208) 336-5355 EXT. 2 MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL �tg JAMES®CONGERGROUP.COM OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. Nb lka °""° N Des1An8Censauetlen8upplvmvntalBpedlPoade" NO FUTURE PHASES [11 ff] CSW PROJECT NO. 22004 = UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS • 6 NO POLE RELOCATION REQUIRED DRAWING DATE 03/21/2023 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ' OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE '" PRESSURE IRRIGATION PUMP STATION COMPLETED IN PHASE 1 0 APPROVED BY THE PREPARER OF THESE PLANS. Diem Como m GENERAL CONSTRUCTION NOTES 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD .�GENSF� = PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS Q �au�n�Wl � 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONFORM TO THE PROJECT ESC. SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 6970 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. s 3-21-230 ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING pp �9T REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY 'Q/N FOF�O�P�. BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. AND EXISTING PAVEMENT MARKINGS. Eco M.G Ln 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE 8• THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 0 OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE BELOW RIGHT-OF-WAY TO ACHD. 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 'n U) SITUATION IS RESOLVED. GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. u# 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION 0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. 3: TIMES. STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR � TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. o V) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO u START OF WORK. GEOTECHNICAL REPORT. �� D � 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD ° c� 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN SD-709. o ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. N Ln Q) 00 w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 0 0 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. a, z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION X ° NOT OPEN OR CLOSE WATER VALVES. OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE m w °^' v) GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY PLANS AND CONFORM TO THE ISPWC SECTION 801. cn u 00 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. a 0 @� o 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL fu a_ MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 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. z AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. fu L_ w NO. 1. 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ON THE PLANS. PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WATER 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL , cn SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT 0;w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS a_ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING OR OTHER STREET WORK: w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 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 CONSTRUCTION PLANS. 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, 0 WHICHEVER IS GREATER. ui = 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, a PRIOR TO CONSTRUCTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ° NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM c� zTHE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 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 o 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES Un TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. 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 WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE REPLACE THE ENTIRE ROADWAY SURFACE. 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF o ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. THE WASTEWATER RULES (IDAPA 58.01.16). 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL zo z PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. a 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER o DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE U) o N TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. o N z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE QUALITY (IDEQ). w SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION Q m AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS BEGINS. Z AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE w 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. PUBLIC WORKS INSPECTOR. 19. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 0 z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS RE EXCAVATED NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO / VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08 . Q ( ) COMPACTION TESTS. o 0 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH � 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE o DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. 0 AND REGULATION. PRESSURE IRRIGATION 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY DESIGNED: C. GRAHAM 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. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING DRAWN: L. HAASE Li APPROVAL IS GIVEN TO THE PROJECT. CONSTRUCTED. cn CHECKED: C. GRAHAM D 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS w 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE SEWER PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD AND THE CITY OF MERIDIAN WATER DEPARTMENT. 0 DRAWINGS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS v WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. PREPARED FOR: A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE 0 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. Z G20 LLC � 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PO BOX 593 al� NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, - 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 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 AND IRRIGATION SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND EAGLE, ID 83616 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 z CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ ( ) U Q OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA Z) 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). ce J 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Ln TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 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 0 COMPACTION. THE WASTEWATER RULES (IDAPA 58.01.16). WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE O WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A THE WASTEWATER RULES (IDAPA 58.01.16). U ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). O ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. O w PROPERLY DISPOSED OF OFF SITE. 7 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR Q L V) 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 W O Z INSPECTION, INC. DATED AUGUST 7, 2018, FILE NO. B181107g AND ADDENDUM #1 DATED OCTOBER 18, 2019. THE SEWER. NON-POTABLE WATER. LU � /� p 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE \ �/ � J 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. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN 10 FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, O In- a_ THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. ( ) � PRIVATE ROADWAYS AND TRAVELWAYS. = 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. Ln 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF Q z Lu cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE Q m W I- COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN SPECIFICATIONS AND DRAWINGS. W O CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. O > 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE z O cn JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND z 7 GRADING/STORM DRAINAGE STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE 7 cn MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. W O C G ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. c� 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 J V) MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ROADWAY Y C 0 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 A RIGHT-OF-WAY Q DEPARTMENT ON SITE AT ALL TIMES. CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. LIJ w ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS V) J DEPARTMENT. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR SCHEDULE INSPECTIONS. 117 TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. C\l0 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. CSW PROJECT NO. 22004 ~ CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN DRAWING DATE 03/21/2023 CD GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. w 0 O coo1 6 w �_ m 2 O a_ J U_ IY U) (n J 60 0 SCALE 60 120 STAPLETON SUBDIVISION No. 4 gook , PAGE 0 FEET) E 114 of THE S.E. 114 of SECTION 25, T. 3 N., R. 1 W., B.M., J o LOCATED IN THE N. CITY OF MERIDIAN ADA COUNTY IDAHO PLAT NOTES w l E � 1 INCH= fi0 FT ■ ■ 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 1324.81' 20�7 a HEREBY RESERVED ALONG THE FOLLOWING: y 5 89°24'05"E S 89°24'05"E 1320,8I' [JJGJ W. HARRI$ST. - --- --- _-- __- --� --- --- --- --- FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS __ �TEN(l0) ■ _ DEPICTED n U C114 CORNER CE1116 CORNER ___ __ _-- ___ --- --- --- --- --- -TEN(14')FOOT WIDE ADJACENT TO PUBLIC RIGHTS OF WAY OR AS DEPICTED O� p n ILLEGIBLE PLS 12l 28 I E114 CORNER r 1 N U) N 00 w - - - - SECTION 25 -THREE(3')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES EXCEPT FOR l..I p r`� c r� O I I WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED kD °� BLOCK 6 STAPLETON SUBDIVISION NO.2 I �j ILLEGIBLE 0 c tD Z o ' " ' I CP&F#2p22-02 71 52 I A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE 0 o ° __ S 89 2921 F 379.58 BK 1Z4 PG2978Z-86 Q I CO w � .. V) 40.4I' 4717' 32.00' 32.QQ' 32.00' 32.00' 3z.00' 32.00' 32.00' 32.00' 34.00' ° I �] � - - - FOLLOWING: � r------+ ---- --- -- --- - --- -- ---- L - - . . - . . - -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED @) o � 1 + I -- I r- r r--- + r- r r----r r-- + � ! � � O N I I I I I I I I I I I I I I I I I Q -THREE 3' FOOT WIDE SIDE YARD EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS .� w NORTH SANK OF TUMBLER LATERAL + v �I I o,1 I "' I .--1 DEPICTED ra + i ar I ml I yl I Y,I I Cr l I r,l I a_ r I I a'1 , v QI ! al I of I 61 I o1 I , Q 0 I m p1 Qy o aE I al I of I al I d1 1 -+ col BLOCK 2 I 11 I I I ! -;i ryl 1 ;I I I I '�' N ra Z rn �I 1 I I I I I I I I i I i ! E ! I I 1 I tPJ I - - - 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT 0) w + - I I 1 �I I �I I �I I �1 I I I �I r WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION u 1 � 25 MI I 28 °1I I 27 �I I 28 �I 1 29 Q I 1 30 I I 31 - 1 1 32= I I 33 = I j 34 ! BLOCK 2 I THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED �-' r pntl o1 I E l I Ell I MI I °M'I I rr l I I r° I ^ I CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS a r� al I al I of I al I of I of I of I l l o f I o f I o f I a l I a l 1 11 STAPLETON SUBDIVISION NO. 1 BEEN IN OPERATION FOR MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR N Ir r 7 I I of o! I 61 I of I 21 I al I I I o I I SK 120, PG 18746-18750 I EXPANSION WAS NO A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE cf) DETAIL A I I NI I I I I 1 i cn1 in€ 1 �I I I Q L . . .-. . - w I I 59.Zp'_-_ _ I I 1 1 1 1 1 1 1 1 1 1 1 1 1 r r f Q PROVISIONS OF•THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE t-, N-T.S.cr� I a 3216+' -32,I6'I I ___ I I _ I I ___ I I ___ I I ___ I I ___ I_-- U7 a i IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL X 1 r a S 83°qg DO,.E 123.53' C23 C24 2'4.16 32.00' 32.00' 32.00' 32,00' 34.00' $89 2712 E 11 fi.50 - FACILITY OR EXPANSION THEREOF." w W. BROYHI LL ST. I r � 24 �.r L2 ++ +-- G��o a OW DY ji ° "' 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLYAPPROVED p ° o + °4 ' � 2�6sr_ @ W. BRO HRILL tiLIC) S 89 Z7'22"F 3pZ.66'_ - - °�` ' ' W. BROYHI LL 5T. - _ - SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. Q ~ 22 I �+ 23 R. 5 '� 302.6b' l0 TYP a l 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN o BLOCK 5 I _5 83°44 D0"E 1Q013' 1'V GO ' 0 SEE DETAIL A - - - - - - - I COMPLIANCE WITH TITLE I I OF MERIDIAN CITY CODE. GZ$13.66 32.00' --- --- 32_00' 32.00' 32.00' 32,0o, 32_OQ' --- l + a y� I l i 1 1 I r I I I I I I---- I i Z I ,; 22 C2d �' 1 61 I o1 I q1 I o1 I al I a1 I of -- q1 I pl I I o I S. LOTS I5,28,BLOCK Z, LOT 37, BLOCK 3 AND LOT 12,BLOCK 5, ARE RESERVED AS COMMON F_ + I o1 1 al 1 a1 1 0l I al I al I of i or r of I 1 AREA,ARE NON-BUILOASLE LOTS, AND ARE OWNED AND MAINTAINED BY THE STAPLETON 3 Z r o f l of I 61 I of 1 rrl 1 u�l I ''i1 I W I I W I I o - _ COMMUNITY RS50CIRTIDN,INC. � O �E I I I I I I I I I I I 11 I g r 20.5' fin l ! �I r 1 �1 f �I 1 �I I �1 I �I I �I I I 1 i 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO, xxxxx. a_ f i3 r 21 !d 5.5 Im 13od I 14 = I I 15= 1 1 16�1 17�1 1 18 I I 19zI I 20 - 1 I 21 - 1 I 22 1 � : I e,I rd pl I I I I �i I yr I yr I a1 co I vl I - f � f r I cN.,l I �I I I 7. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE Q fV - I °I 1 r II I p --____+ .� r` I ql I QI I o I o I o I of I G I al I v� 1 !I �+ - - . - . • _ _ - • - RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN z r~�83�44'rt;-Ore A7 `4 in1 ! in1 I NI I �1 I NI I �I 1 ql 1 Cl I "I 1 1 o I IRRIGATION/DRAINAGE ENTITY OR STAPLETON COMMUNITY ASSOCIATION,INC. o v F_ I p p r [10.t7�'L �r I I Q a 1 8. THIS SUBDIVISION I5 SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. o Z 1 "� �r 2Q io ❑" o w 34.Q4' 32.00' 132.00' 1 32.00' 1 3�.00 132.00' 132.00' r r 32.00' + r 32.�d' 1 34.OQ 1 �n I cUn N w C 0//_ - - a I ❑ 2019-110907. Z ^ Lu __ ry Q v S 89°27'12"E 226.00' o rr r rn ____ r a �r r ----� r---- r---- N 89 2712 W 98.00 1 , . . - . ti N F I DETAIL 8 o r- ----__1 ti �, r r r----+ --- ILu , . . - - - . . - . . � o - ¢ o r., I I I I I I TY I I I 9, A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND STAPLETON (/7 N.T.S. + �r fa6.d�'-1 30 o v1 ! ai I of a o I al I 1 ' f Z o i oI r a I a o I al I I a I ¢ f ' STAPLETON SUBDIVISION NO. 1 ,r� COMMUNITY ASSOCIATION,INC. UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT < 1 +J1 �o of 19 ! ¢Q+ Z 1 I,n o o I al I II Q i i Q I a 1 'n BK 120, PG 18746 1875d 1 rL THAT IS NOT COVERED BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR STAPLETON Z cn W. HANIKEN ST. 1 a �+ )0U 1 �+1 1 1 1 y I a x I ❑ COMMUNITY ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE _ `___ !v �°0 72 w1 IU wl 1 wl I u_,I I V I U I I ¢ l w L3 0 ____ c.� .N l I p I I - I I I I t'' O I J - • - STAPLETON COMMUNITY ASSOCIATION,INC. MAY DEEM NECESSARY OR CONVENIENT TO r rv'^ 11 oal 10 co 9 8 7 6 5 � 4 3 �r - 2 1 � - - • . 4 - .� - '" � ° ° b 1 ILL_ ~ 3�94��,,- ~_� Uj 1�O" -`r! I vl I vc"I I °i I of m 0 U] PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY o r 1 I3' n, I nil I r,l ry ry I ryl I I I m DOCUMENTS,OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH STAPLETON COMMUNITY O 40 a + pal O�.Od' ! 20. f i o r o r r p+ M m l M 1 + I. 5 15.5 ry I al I G I Qq °v a I aj I i 1 op C6 i ' ASSOCIATION,INC.IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE Z BLOCK 3 1 y 18 to 4 1 01 I al I ql a r al r I I tt n O 1 ! I Cn n I �I 1 z1 1 zl 11 1 ry I I I I COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,RIGHTS TO --- _ j ____, I I ___ I _ 3'TYIP 1 -�` I I 1 M - - - - - - - - v� INSTALL,OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES, O U I + -___L _ _ _ ___ I a I w CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. z N ¢4 "; 1 ry f !jam 34.0Q' 32.dd' 32.dd' 32.00' 32.0d' �32.00' 32.00 5 li al Dr�.00''-I �3 9.62' - I- - . . . . I i W Lu UNPLATTED + 17 1q a a W.HANIKEN STREET e 1 q, 10. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS 0 r rH - N W. HANIKEN ST. (PUBLIC) 10'TYP� - ry° W, HANIKEN ST. - - - - _ INSTRUM€NT NO.2021-II2857,ADA COUNTY RECORDS AND AMENDED AND RESTATED INST. oy N89°27'12"W 276.04` NO.2421 135514. DESIGNED: C. GRAHAM O 1 j~5 83`°44rd�'-r ~~ a n ` 245.73' a SEE DETAIL B i Z 11. A PORTION OF LOT xx, BLOCK x,A PORTION OF LOT xx,BLOCK x,AND A PORTION OF DRAWN: L. HAASE v r TdG. �, ,v o - LEGEND 'Li q;r 16 rye J '� 21,73' _ 47,00'_ 45,00'_ 45.00' 45.dd' 42.00' LOTxx, BLOCK x,ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE � �, r I - - 1- _ I_ I_______ r_----_-I CHECKED: C. GRAHAM + a rn I I I I r SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM Z r__ CIfi +"' 20.5'120. r' I q! I I ! ql 1 oG 1 1 -- SUBDIVISION BOUNDARY LINE w 1 ---__ r $` a d ! I q I I 1 I WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 1- ----- • ° 1 r 1 1 01 € 1 1 LOT LINE -. APPROVED: C. GRAHAM Z 1 h! 44'�Lj r`�1d� _I f I I la I I al 1 - --- �i 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF DETAIL C 1 I I � I I I 1 I SECTIONAL LINE c"i i SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM O 1 N.T.S. ,,�f 15 r) 8 i I r �I I al p WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO ~ + t i n { M 1 33 I I 34 la 35` I 36 °�I j 37 CS � - - -_-__----__- PUBLIC UTILITY,IRRIGATION AND x CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM U 1 ryl I -� 1 .,I .�, I DRAINAGE ' PREPARED FOR: Z I ?_______ -_I a I ryl I MI I I 11 V_ W WATER DRAINAGE SYSTEM. p I W. NORW ICH ST. + --_--- _ ' n a I 4f r �j 1 °1 I c I i I �v - CENTERLINE I F' O L4 Id'TYP r 5 88a44' 6"E 1D66r t� `rn I a I I I o1 1 I I ¢ z G 2 0 L LC I`- ��n n �• 1 ° 1 i NI I 1 I - - - EXISTING DEED OR LOT LINE 12. THIS SUBDIVISION SHALL BE SUBJECT TO ACHD SIDEWALK EASEMENT PER INST.NO. ___ _ zazz-xxxxxx. PO BOX 593 o ° BLOCK 2 .- 5 89 27'12" 215.29' I I - �- w - ! 34___ 45.00 45.00' 45.00' 46,00' �o ACHD SIDEWALK EASEMENT,SEE NOTE 1z Q 4 + �r __ , d EAGLE, ID 83616 6i3 - 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BF SET A MINIMUM OF 12-INCHES ABOVE QBLOCK 2 i +�, orr 72 a�-y_E 133 - ., * • Qh 324.29' - 49.00__ I I -43_00'_i 1 -----00' i � lTl ACHD STORM DRAIN EASEMENT SEE NOTE II i z THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. I 1 f �-- 3'TYP 'y I ql i a 1 I LI FOUND ALUMINUM CAP q `•J BLOCK 3 ti I N I al I I V3 - 14, LOTS 29-32,BLOCK 2, WILL TAKE ACCESS FROM LOT 28,BLOCK 2. THIS COMMON Z) gyp• ,� I�� ry I� W I al I I r - - w DRIVEWAY LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D AND BE PAVED J . 13 �y �r ` i 0 1�, fit,. o °I I �+I I I I ti FOUND BRASS CAP / 1 �Q r Ica �I I 11 1 al i A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON p,ri/�/ •?� S� �/ "8j p In BLOCK 3 0 N .` �, Q� , �•`� 2° `C'�/ I 31 �I I 1 I ❑ FOUND 518"REBARICAP PLS 10561 OR AS NOTED uj ORIVEWAY/LOT SHALL BE OWNED AND MAINTAINED BY STAPLETON COMMUNITY ASSOCIATION, `. �r7h �� Ln 12 .�``�Ceti �' �'''' S'T I N1 f 30 I 29 I FOUND 518"REBARICAP PLS 14221 INC r . . - 0 FOUND 112"PIPE V i , •p• 1' � 6�.,� �I I I w , , L� r,'1° �r 91 ,.ter� ,� �j (7C I______�I I_____ 11 ❑ FOUND 212"REBARICAP PLS 10561 E O ■ 55 �pa - 44.0p' a SET 518"REBARICAP PLS 8960 r ❑�� �+1 � O 10 W.N010MSl STREEA 1 • SET 112"REBARICAP PLS 8960 �C.�� GL'IVS Z U 75'WILLIAMS NORTHWEST PIPELINE 20' �Qo>. �f ���I �� CSCa - ry fl W. NORWICH ST. 1 LOT NUMBER O h �ro �C'S 1 N 89 z712"W 80.85' a i �" EASEMENT BK 29 MISC,PG 420 / °, i r C ' O "� LL O ( } F , ` 13 ;��ti �ir,i Q , i y:_g 80.85' o. SEE DETAIL C z ` OQ, �� ���/ 'f r C3 41.85' 39.0p' �- • . . - - r Q V) i �r r -� - -, M1 - .I. � . . -I. . I. . -r LLJ i W Z ,,� ` �,,, o��,' ,f i t I 1 �? Sri I I > Q L u O 3 ,� �' , lUi , I� 1 I a I I I z $R� J cr� GJi . ` �r �. . Z r'�I 1 I 16 1 b I'" LL I O W m ��9 ��� p1,� / k�' 7 �`,' I i� I rs i I I ¢ Ln �1 1 & j 5 Ip 4 I "-�� N 1 U} ' T BLOCK 2 r 1- I q° I I � SEE SHEET 2 OF 3 FOR SURVEYOR NARRATIVE, REFERENCES, ��` o I io 11M 11 ry I I I Q Z Ln LINE AND CURVE TABLES ` s` °�' I 11 o I I D % ` 10'TYP �� . r,If i ' I i w'�„ , a I I cc cn I I Q w Q ! m 419.52' �sl 1__ --i I------3 1 - -� V] I � W J -�-_- -- -- --_ ` 124.10' 67.9d''_ 41.85' 41.00' 625.00 I _ 1 _-- � 34 O c/> > SE111b CORNER N 89°15'31" W 274,85' -- ° POINT OF 1 CORNER� SECTION 25 - �- I -I- 5 116 CD E r 2030 S. WASHINGTON AVE. V ° BEGINNING I PLS 14221 z z O Q z N 89 2531"W 1319.37' EMMETT■ ID 83617 z 1 Ln STAPLETON SUBDIVISION NO. 2 BK 120,PG 18746-1875p O - 1 _ _ r ,�f �2�8) 398-81 n4 _ w � LL - - "' FAX ( 08} 398-BIOS V W J 51/4 CORNER _ N �2vlroor SECTION 25 UNPLATTFD r �I � ILLEGIBLE L- i CC G NO CAP5u�veir�g, Z-Z-C WWW.SAWTOOTHLS.COM O CP&F#2022-027151 JE55ICA CONDOMINIUMS CP&F 2(122-027153 � - _-- _-- _-- _-- W. AMITY RD. --- ce --- W --� a --� 25 1 30 SHEET": DATE: DRAWN BY: CHECKED BY: r122"154 B# DWG#: � N 89 04'29"W 2636.78' --- --- --- ---- -- �' 36 v 31 1 OF 3 312023 AR ARIFB 122154-FP J_ U r7 N 0 n1 CSW PROJECT NO. 22004 DRAWING DATE 03/21/2023 C� w O 0 cl ■ 0 iN ENS o i STAPLETON SUBDIVISION NO. 2 1 16970 1 I— 3-21-23 s OO,A��TF OF J Id Id Id NNE M.GFz U - - - - - - - - 1 - - - I I I �' I - - - -I - - -I - - -I - -I - - -I IF `� - - - � I I I 1 I I I I I I I IIII 11 I I I 0 20 40 80 120 I I I i 1 I I I I I I I I BLOCK 2 I I I I I - I w - - I I I I I I I I I I I I I I I I I I I I SCALE: 1" = 40' 0 1 25 1 1 26 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 1 ' w w I � 1 1 1 27 1 1 28 1 1 29 1 1 30 1 1 31 1 1 32 1 1 33 1 1 34 1 JW Q Ji U rw 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 1 REMOVE EXISTING BLOW-OFF H -> I t o I I I I 1 1 1 1 I I I I I I I I I I I AND CONNECT TO EXISTING I KEYNOTES 0 �� w 1 1 1 1 1 1 I 8" WATER MAIN o, o L 1 1 I I I I I I I I I I o rr11'n w I 1 N o- _ 1 1 I I 1 1 I I I I I I I I 1 I I 1 10 INSTALL NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE l..I N o M p _ L - 1 1 I I 1 1 1 1 1 1 1 I WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND ko 0,to II D103.6. x �— L _ _ ` — — L — — L — — L — L — Id Id I PI m � > rn Z 0 w 00 O o U) U O ro w 1 _ - _ _ 8"W 8„W - W m E CL I I - - - - - - W. BROYHILL STREET - - ro Z I Lli1 1 / 8 SS> 8"SS> s SS 0) a 1 23 / s EXISTING PRESSURE J N IRRIGATION PUMP STATION - - - J - - l / I I I I I 1 � I ' �, IRR- - - - -IRR- - or� -IRR- _ - _ R I I 1 1 I I I I I I 1 1 1 1 1 1 1 I I �' w EG - 'C' REMOVE EXISTING CLEAN-OUT m SD , x I R 1 1 1 1 1 1 1 1 1 1 SEWER LINE1 1 I I AND CONNECT TO EXISTING I I O EG PI - I I I I I 1 1 1 SEE SHEET c5.1 1 I 1 „ I I � I I 8 SANITARY SEWER MAIN I I I CONNECT TO EXISTING 4 1 - - - - I 1 1 I I 1 1 1 1 1 I I I I I I 11 0 PRESSURE IRRIGATION MAIN 1 1 I 1 1 1 1 1 1 fLu 13 1 1 14 I I 15 1 1 16 1 1 17 I I 18 1 1 19 1 1 20 1 1 21 I I 22 I 0 w 21CD 1 1 I 1 I - N w I = z I - _ _ - _-_- - - - � I I I I I I I I I I I 11 1 1 BLOCK 5 I I I I - - � I I I 1 1 1 1 1 1 I I I I I I I I 1of of 1� L - - - - - - I L - - - - - - I L - - - - - - I U) Z ~ 1 20 3 1'R - -IRR— - - -I R- - - —IRR— - - -I — — — —IRR— — - -IRR - - - IRR- - -4— ui c I PI I PIPIPI I BLOCK 2 I 1 1 I I I I I I I 1 1 I I 1 � - U) I I I I I BLOCK s I I I I I I 1 o N I z N z I 19 I I 11 11 II 11 11 I I 11 1 0 L 1 0 0 0 o Z `� w __- - to I I 9 I I 8 I I 7 I I 6 I I m _ - I I 1 5 �' - - - o °I I I 1 1 1 1 I I I I I I 1I J p I v 1 1 Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REMOVE EXISTING BLOW-OFF N I - z w 0 1 18 1 O 1 1 I I I I I I I I 1 1 1 1 AND CONNECT TO EXISTING O I N 1 8" WATER MAIN W Q SEWER LINE 'C' I 12 I I 1 1 I I I I I I I I a 1- - _ SEE SHEET C5.1 I I I I I I I I I I w cn I - - _ _ __—_—__ _ — T — ` - - - - - - — L —I- - I I Lu w DESIGNED: C. GRAHAM � 40.�SEMENTIRRIGATION 1 I - / s - - Of I ' 0 I 1 17 1 1 8"W W DRAWN: L. HAASE L 1 n - - - _W. HANIKEN STREET - - _ _ _ _ I s 8 SS> s SS I s J CHECKED: C. GRAHAM w - - - - _ - — J � - - _ - _ _ - � 3 a APPROVED: C. GRAHAM o 00, w \ - - 1 � 16.SEE pGRAVEL ACCESS ROAD 1 6 PREPARED FOR: 1 1 1 I 1 1 o E7AIL 4 SHEET C9.0 I L _ - I I I I REMOVE EXISTING CLEAN-OUT 1 1 1 I I IIII Z G20 LLC or� I - _ _ _ ____ - - I SEWER LINE 'D' I AND CONNECT TO EXISTING 1 I 1 N IIII � I 1 _ _ 1 1 SEE SHEET C5.0 1 8" SANITARY SEWER MAIN 1 1 I - - O PO BOX 593 � 1 I S • I I I I I I I I I I 1 IIII EAGLE, ID 83616 Q w 1 15 I 1 33 1 1 34 1 1 35 1 1 36 1 1 37 1 IIII _ U I 1 1 I I I 1 1 I I 1 1 I I IIL - ZD L - - - - - - - - - - -1 \ I I I I I I I I I OC J -I- - - - - - - - - - - - \ I INSTALL CONCRETE MAILBOX I I I 1 1 I s - 1 \ s ,\ \ PAD. SEE DETAIL 5 SHEET C9.0. 1 I 1 I I I \ II 0 1 \- - - I- - - - - I 1- - - - - I- - - - - 1 I Z 1 14 \ 4„PI - I °a - - - - - - - - > I 32 1 1 z 1 /��� S \ \\ BLOCK 3 I I I I I 1 I II - O J Li-o 1 1 i i I I i L - Q z CL �// �\ I 1 3o I I 2 I I _ 1 - _ w z o w / / / \ 8, I 31 1 1 9 I o- o- J or� �, \ I I 12 / // ss, \\ 11 1 i I I J ~ I / / // /Ld \ \ \\ 1 I I I REMOVE EXISTING BLOW-OFF 0 z 1 I 1 AND CONNECT TO EXISTING - - - -� Q m W cn \\ / / 1 1 / / ^ 1 1- - - - ` - _ - 8" WATER MAIN Lu w BLOCK 2 \\�/ // //// / \ LI_I 10 .11 � SEWER LINE 'A' / i` 8"W W z O W W ce z \ � \\ / / SEE SHEET C5.0 / / \\ - W. NORWICH STREET C.O. - - - - - � z J 9 8"SS> SS s SS SSA O Q /� \ 13 \\/ / / / /// Lu Lu W Jcf) \ / / g /// � / - -1 � - - -I � - - I I I I � J \ Oi\\\ / // /// 1 I I I 1 I I REMOVE EXISTING CLEAN-OUT I O 0 / / / / I I 1 1 I AND CONNECT TO EXISTING w \ \ /// / 1 I I I 1 8" SANITARY SEWER MAIN c W \cf) \ /// / // Ln 7 / 6 - I 5 I 4 CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN CSW PROJECT NO. 22004 DRAWING DATE 03/21/2023 \ \� - - - - - 1 I- - - - - I - - - - � \ 4 t„ CL — — — — — — — — PI PI Op � PI @ 1C2 . 0 m / — ��, �G I 1 0 I II l l 16970 J ��`O l � �3-21-230 v ti�� _ - -_ _ -2�2� - Q l0' I n0 �qT�OF L G 0 20 40 80 120 U �� 2717 ti/-,6 Elf Co. SCALE: 1° = 40' cn Qf o I °° FG 21 I FG \ J I \ II �y w I ,�,��o I ro \ I \ III _w l o I- I t t �� \ I ABBREVIATIONS \ I �� Q 0) J I BLOCK 5 � ® G ® G �\ \ I CL CENTERLINE E I l �Gti 20 F�' \\ ��>>, O ,y O ,��>> I �� F 1 >> EG EXISTING GROUND rn a� �1f� w I I �,�. I ,��L G' `�> ,�1 c 90>. I O ��' ��, ,�10� 1\\ \�c sus, FFE FINISHED FLOOR ELEVATION a La o c CM0 o ti� 1� 2718_ _ \ `tip- — — — — — �� — — _ 14 I FG FINISHED GRADE 1O z F ��� �� — \ � 0 i FL FLOW LINE XO 10 a� Co LL� o I ,\6�� _ c �,I FG , 1 9 FG , \\ 2j \ I 1 1�% ` ''w N\\ I I HP HIGH H GH POINT EDGE OF RAVEL o U) v o 0 a� 5 �c �� \ 37 /- 29 , C� 4 INV INVERT o 1 2718 - 1 S>, G \ V) � \ �>> I\ ME MATCH EXISTING °o E 'y ° ,g c 1 >, ro RIM RIM ELEVATION w J I F �� N 34 ��>>j W I \ ��,�rO \ �' �O, >', I �'�'� I I \\ TRC TOP BACK OF ROLLED CURB �, 6 ss' 41 6 1 8 �G'S 6 ,�2>>>\ :O \ \ I II I I \ OA TOP OFTVC TOP CASPHALT K OF VERTICAL CURB \ TOC TOP OF CONCRETE , v) I 2� _ ��� I '�� G 2718 w ' FG 9 33 �> >_ �' 36 \ 30 F � F�>� — ^�� 'mac '9 o I I I Fc� >� >/> X - - I I ,�.�6' N s m FG 1 7 FG 7 �> 1 °�° `�s s $. ? I ? ti� \ j �,��°� ���' �� ��s,., ti�N� o s� \2�4I I \\ I GRADING NOTES o \�G 2 PlI �^ O 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIORLu _ \ ,� `� I BLOCK 3 1.60% FG I, a �°� i <'6 I TO STARTING WORK. o AN .�o, ° �� 16 � FG g �> 3 5 °' �'I eo c �� F�' N 7p> 31 2� '� III 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE z \ BLOCK 2 \ 1'`� 271 g I ,���� �S• N� �c ,9� PROJECT GEOTECHNICAL REPORT. \31 \��j .c��>> ,w `>1�� I s� , ��>> 6 FG >> I 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND �j 1� \N\" �,3 c ��' G � � c 9 2717.70' BLOCK 2 F�' A FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.IN. I I lb z ~ \ 1 \\ �'��� lb Lu c �`�S- w b I 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY CD 0 \\ t �, tit Y G 34 I / / 7 BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. z o F�' 3 0 \ \\�� �> I I - 2719 z I F �> /a FIG \ o a Qr , �� z d9 _ �� I c 2�> / )� li 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE CD �1'`� �^ s- �G� 14 I FG 1 Q �53>� I �1'`� I `�� 32 /• 2717.89' �, I I EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. I �6 / �, \ III I \ U \ �1'`� 8 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH o 0 I \ THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT z FG 29 �> �' � �> / �/ FG � 6'' I I N I BLOCK 5 33 ��, 2p /°• \ I I \\ GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. w 27� 1 3 FG , 1 1 >' I �� , �> sA. /• 2718.08 \ a I' C'V ,c• I I \ 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL Q N o,�� ��' ��> Q IIIA� c �0 / > \ 9 �' '� I III USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. Z o v _ �1 FG �. GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF F 28 �> — \ III\ EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL I \ill REQUIREMENTS. o O I �'�°� TC ,`99 RR_ a — — — — _ / 2718.27' I I 10 >>8 � III 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL 5 o ^moo 0 FIG o�p, II HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWNLu �' ' iIl ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED � F \6 �9�9 2 7 ,mac>20 00 1 — — ® / 2718,46' LOCATION. DESIGNED: C. GRAHAM 6�. c I I I WAY _� FIG >>9 �' cP / 1 1. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE DRAWN: L. HAASE I I `�� �� — G) °'� CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. � I I\ �q ,c� a 2718.5g' / CHECKED: C. GRAHAM FG 26 ��>� O I I 1 imp. c �� N �� ,� �� —� CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND � �� c o III \ �z. .� �, > r, �j LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION APPROVED: C. GRAHAM .�°�' S>• 24 IIII �- `� G� ,� �� III CONTROL PROCEDURES. o ti� 1111 p �, �• s �� T �X �� �s' 12 �' I I I \\I w BLOCK 2 / � �' �� `'�j >s T II 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, o �^ 23- \ 11 1\ / >>- c cP�G� '� c / ill ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. PREPARED FOR: o I �i _ \ 2 _ \21 0 ' / > Il z G20 LLC � cv \ \1\ / o a I 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL PO BOX 593 F�' 25 O - \ \\ / 1 20 19 N N ^� // Ili BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND O 18 1 7 ti a 13 \ I SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. EAGLE, ID 83616 Q ti � o FG I �, , 16 15 / \ I 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE u s�. �- �o,'� I I F ��'i G / 111 4 / \ I I CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. 1� �� ob F G / I J I �1� 1�G �°�� 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY MTI INC. DATED N I _ — — — — — _ — _ \ �1� ,��cb. ��o FG� F�' BLOCK 2 \III AUGUST 7, 2018, PROJECT N0. 6181107g. Y 93 0 �� o o� �G 1 11 z 03 �A — .1Iv \ 03 �� ' IIII I \ O �1'� O Ld Ln Al Q m z z ZD Lu -w (ifz `� o Q z R R Z °C Ln o u v' W J I PAD ELEVATED 8" ABOVE BACK OF I 5' SIDEWALK J yI SIDEWALK (MEASURED AT CENTER OF LOT) I C oC Q w Lu > �/i�/i�/i�/i�/�// // // // // // // // // // // // // // // // // //i�/ //, /i�/i�/i�/ice/i�/i�/ice/�/, '• ' ' U a r� N 0 0 10.00 15.00 CSW PROJECT NO. 22004 DRAWING DATE 03/21/2023 C� TYPICAL LOT GRADING DETAIL 1 SCALE: NOT TO SCALE C3.0 o CIO m - 0 20 40 80 120 O`�� E S�c� KEYNOTES a_ lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 HORIZONTAL SCALE: 1" = 40' 16970 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. VERTICAL SCALE: 1" = 5' 3-21-23 O 02 "H INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR 7" WITH OO�j�gTFOF� W/�j1 TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE NNELn Ln CONCRETE AND COLORED "TRAFFIC YELLOW". O I O3 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND 'n cn COLORED "TRAFFIC YELLOW". LI# O ® SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. Y O5 5 FOOT CURB TRANSITION FROM 6" VERTICAL CURB AND GUTTER PER ACHD o V) SD-701 TO 3" ROLLED CURB AND GUTTER PER ACHD SD-702. ' D C © INSTALL STREET NAME SIGN (ACHD TS-1 109) INSTALLED PER ACHD SD-1 1 14. i, OLL- o o SITE KEY u iO o o co w ED 1"=250' O 3 m V) 00 can O - " o d m w w r0 Z L W N U cn 0' X SEE LEFT SEE SHEET C4. 1 w M I - - - - - - - - - - - - ' 0 Lu 31 V) 15 0 I BLOCK 3 yF � � BLOCK 5 I 10 14 w BLOCK 2 I z I 30 I = 33 �� / g I O t G 13i �� xS / 6 c� I e 25 26 27 28 29 30 31 32 33 34 a � .yx°� G QN ,�s9°o �G 0 2 9 -M 1 3 �9 °� �6�� / , � �1 5 "oo I ,S 2 •��c t ° x��h2 G ,G ' O 2>>g 34C o O W �j xR, y `'� 1 j+3 �A a 00 x16' — �- - - - - - - - - - - �9 �2 I —��6 �S`�= OO yp�x OO/ s•28 u o o. ti s o a x o �� CAA �� �.S o �1` �6x ��" 1 1 o N 4 ,� ,2 �2 �� �, �, �, I , 28 4 \\ O 6 2>>8 4 N xLAO ° xR 2> x� ?> xS ?, xS �j x, 5 °x `SO ® OHO 8 TRC w C/Ox 9 6' A 8 A B A A >> A >> A Q 14+00 —► 15+00 o Res 2) OZg ¢ I O O 2''9 �� °� 6 �R 9 S2 9 ?0 9 �� 9 ss `� 2� `� - - �� °o O� -I o - - 1 — -�o\ 0°� - 16+00 J �8S s z 24 'max O `�� c �c ��P �c c �c - - A�c �,��°' 6 M -► S. ZOCALO WAY N A o SOP O a �° oz '9 ma's -I - +—o m_ - W. B ROY H I L L STREET o � 1 ® 27 g� G 19 >�9 ?��9 �j�9 O p 13+00 —► 00 12+00 �— — — 1 ti� A6 �� g !A �2 �� �� �S x, >s °?> >� 'O° ��, O N 11+00 10+00 x x x x x x I x x A� cl LL. 'fix O X �j !� ,e9 S S �j9 1 1 S j �6, �� 1�e �, OQ O y cLu 2J 19 I 'O S 2 1 O 7 8 1 6' 1 S 7 °°j 1 69 ) .�j , 2., S' U o �,� 6' �x �xS �xS ?x� 'x9 �x �x ox ox ox ° 26 2 4 s 9 s `� ° R DESIGNED: C. GRAHAM 1, 9 0 o s O 9 0 o s o ° o °,- �RR- c, o 0 0 0 0 0 0 0 o Rica . o 0 0 0 0 0 0 O O 22 ,' - - I ' N I O so O� 2-1 ) 2 3 1 4 DRAWN: L. HAASE Li 6 I ti��P I�0 09 - 2 2 21 20 19 18 17 16 1 5 cn CHECKED: C. GRAHAM _ °R I I �O APPROVED: C. GRAHAM � �I�o .x�e �' Q � I 1 �' 13 14 15 16 17 18 19 20 21 22 I 25 O O 2 1 I 20.0 DRIVE OMMON O BLOCK 2 o el I I I PREPARED FOR: G 2 0 LLC N I BLOCK 5 �o o6� y PO BOX 593 Ld I EAGLE, ID 83616 z 20 I I d I R — —IRR — 1 R — — —IRR— — —IR — — — — —IRR— — — —IRR _— — IRR ¢ D J Y SEE RIGHT 0 Z W J_ W 2730 2730 2730 2730 U d LL ------- ---------------------------------------------------------------------------------- -------------------- ------------------- ----------------------------- --------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- -------------------------------- O J LL z oC 0 r ------ ---------------------------------------------------------------------------------- -------------------- ------------------- --------------------------- -------------- ------------ LL. (6 co N O O --------------03- O ------- W N Q ------ -------------------- ------------------------------------ �+� N EXISTING GROUND r+� N W Pi N (� 2725 r" 2725 2725 i. � o0 - 2725 111 N II N EXISTING GROUND �' + - W Z W -- ¢ II----------- 1- ---- ------------------------------------ o --------------- ------------------------------- ----- ------------------ ---------------------------------------- z /\ �� — �\V) Ld \ F- J Wit N _ - — - - O � a w� 5: - - - - - - - - - oz \> > N > Z� --- o � PT=13+76.21 � - - - - - - - - - a CD ) EL=2719.85 _ > DC �CL V)V -- W2720aN = - - --0509 - - - 2720 0 2720 2720 a- - W ------- ----- ----------------- v 1. w cM z ------- ----- > a-m W u) W CID -------------------- ----------- NO� NO� Epp N►� r.,N M� Z U cn u +N +N FINISHED GRADE + z 2715 II J �'� I� M EXISTING 12" GRAVITY N M Q[ 2715 2715 II co r 2715 Z W J J IRRIGATION CROSSING II +N ' m ii w FINISHED GRADE it W n ^ II 11 cn -------- ------ U ------------------- ---------- -- - - ----- -------------------- ------------------- ------------------0 -------- U ---------------- -------------- ------- -U W J -------- ------------------- ------- -------- -------------------------- --------------------------------- -------------------- ------------------- --------------- --+� a --------- aW w C_ J o� G Lu J ------ - ---------- - ------- ------------ ---------------- ---------------------------------- ------ ------------ ------ - ------------------m --------- - ---------- -------------------------- -------- ---------------- - -------------------- -------------------- - ------------------------------ J LIJ Y 2710 2710 2710 2710 C al� d O 00 N OD n M n Ln n i-. f0 a0 f0 i-. Lo N 00 O 00 d d O) 0) a0 d O) 0) d d O) O d G O M O OR Ln Of O d Ln N O O Ln n O Ln Ln d O 0) O OR III M O n n d N O N n O M n O 9i nV O N , O O Oi W2 NN N N N N N N N N Oi t10 V O 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 n W W 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 N N N N N N �n V m J 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 c� N 0 W. BROYH I LL STREET PLAN AND PROFILE S. ZOCALO WAY PLAN AND PROFILE N CSW PROJECT NO. 22004 STA. 10+00 TO 14+00 STA. 1 3+00 TO 1 7+50 DRAWING DATE 03/21/2023 O C4mO m I ENS KEYNOTES 12 0 20 40 80 120 - � � t ] � lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 v o°` 2 1 16970 J FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 3 ° ^.��' �� I R=20.00' HORIZONTAL SCALE: 1" = 40' 3-21-230 e I ti� I VERTICAL SCALE: 1" = 5' C) �- P� O2 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH �,Q/ FOF�� P.ZP TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE ° o NNE CONCRETE AND COLORED "TRAFFIC YELLOW".Ln dQ J O3 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND U) I COLORED "TRAFFIC YELLOW". �j� GN . G W. HANIKEN STREET O ® SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. — — 2 O5 5 FOOT CURB TRANSITION FROM 6" VERTICAL CURB AND GUTTER PER ACHD a ��' 0 0 V) SD-701 TO 3" ROLLED CURB AND GUTTER PER ACHD SD-702. > D y AN C) �_ _ © INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. S,I 6 ° a � O c � Q a 0 r� (n 0 N SITE KEY LL. ° o °° ° X 00 o zo 1„=250' U �c ,��> a 5 m w � can N O �� I 2 a @) 0 m E w vi R=20.00' ro I ° I z a I ro 0, W U SEE SHEET C4.0 N INTERSECTION DETAIL cn IV " W SCALE: 1 "=20' a_ w G ,91 x S K,,, , � 0 0 15Lu AS �0 33 34 35 36 37 SEE SHEET C4.0 cn 20 f I I — —IRR— — — — R IRR— — — —IR — — — — —IRR— — — IRR — z BLOCK 2 �^�Ld a x O 14 ������. a o0 \ Al 6 0 6 xoh h°` O I BLOCK 5 o ao ti� o�• � � • \ 32 19 Ld I 1 1 1 10 9 8 7 6 5 cn N Lu z �yIV, '�X \\ 5 �° 31 30 29 O I �o �� C/O 1 2 ��yG • x 00 �o ��6 I 18 �o X a� 2 Q � �• k z 1 6 O 1 R R cl 6• p`'� 0• 00 O� 60 O ry O z0 1 1 C° \ �pG �1� �0 �6 �Ox ry,�� �,�'. �`x ,L,�.1a�Sx� ry��1•�ryx ti�1�•N(yx S x Oo,�10� / �O �^�°' �1 Oda a ® s O 5 _ 11+00 — o m—� 0 1�Oo I ®® _ Lu U ti1 1�� ox� 1'`� x1 �1 z BLOCK 2 17 10+00 10 xk1 �0 �1gx00 2 0 W. HANIKEN ST N 0° O 1 \ � �1• � G R�1 O 0U — 20 C.O. — 2��� a 2,�e ���� 2j��• ?,�j ��i DESIGNED: C. GRAHAM O �� �,�`� �ti o OS W. NORWICH ST . 1 ,0'9� �o s� ,O ,�S �,�0; � �o , 2 DRAWN: L. HAASE 9 ti� �o. � c 1 6 I x�o �o xs� �c x99 �c a ' ,�w 13 ,��� xo� �� ° ti� ° ti� ° I ,9 �, oR N oR Rx xA 10 o s o I CHECKED: C. GRAHAM APPROVED: C. GRAHAM 8 `L� �O x/0 �C ti o v I O a ° PREPARED FOR' o \ 15 33 34 35 36 37 z G20 LLC a_ I PO BOX 593 7 6 5 4 �� I S — EAGLE, ID 83616 U I 0 a q\\ BLOCK 3 O ZD BLOCK 2 I 14 \\ 6 U pC J \ a \ o - - - - - - _ _ O \\ 32 z J SEE SHEET C4.0 oC O o Z U LL Z 0 0 2730 2730 2730 2730 Q ------------------------------ -------------------- -------------------- --------------------------------------------------------------------------------- --- --------- --- -------------------- ------------------- ------------------ ---- O_ V) Z w z Wa> a0 ------------------------------ -------------------- -------------------- --------------------------------------------------------------------------------- --- ---------- ------------ --- -------------------- ------------------- ------ J p O IL Z ------ -------------------- --------------------------------------------------------------------------------- --- r ----------------- -----o `1no Z cc > a Ld 2725 zo 2725 2725 + Oi+ 0 o 0 2725 0 z ------------------------------ -------------------- -------------------- --------------------------------------------------------------------------------- -- - U O r� r ----------------------------- -------------------- -------------------- - cCi It 04 r�c� _3 II N II N EXISTING GROUND V) L?w z a m W ------------------------------ ------------------- ------------------- --------------------------------------------------------------------------------- -- + 0)W H U < JQ J ------------ --- -------- + r N�j 7 -- --------------------------------------------------------------------------- -- ~ I�z— WON �Z� � � N W ----------------------------- ---------------- ------------------- ------------II N U W L.I..I EXISTING GROUND II "o w > >> > a II U O > ------------------------------ -------------------- -------------------- - a II U C� CL a-a- ------------------- ------------� w z= 2720 N �`'�� 2720 2720 - - - - - - - - - - - - - - - - - - - - - - -- >wQ 2720 O H J a �m� z z Z >Wa z -0.61% CL a - - - � _— — - - - - --0.50�_ — cn ----------------------- ------- -- ---- — — -_-__------------------------------------------ -- -------- ----------- ----------------- ----------- ------------ ----- ----- co r --——— -- -------- — It 00 0 4 co 0 2.009� W aoLn o + ----------------------------------- -- ----------- V) w J 2715 co N +N ( Ki r N rn 2715 2715 �I r J U J r FINISHED GRADE r r)� co a cp FINISHED GRADE M n 2715 v) II w II +00 04 ----------- r r � II + W N rn04 N N II O a II ti w Ld 5 dW W W --- -------------- W LLJ < OW J 2710 2710 2710 2710 z rn o a n of m Ec Orn N rn rn ; -* L;� ro n m co n co to M n O Ln co N M O O n Lq N O O OD 7 n fo n M7 OR O n O Oi ao Oi ro a2 a2 a2 ro a2 n n n n co n c2 ci !2Oi Oo n ;zn n n n n n n n n n n n n n n n ci ao Oi n n n n n n n n I`7 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 cV O N 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 10+00 10+50 11+00 11+50 12+00 12+50 CSW PROJECT NO. 22004 DRAWING DATE 03/21/2023 0 W. NORWICH STREET PLAN AND PROFILE W. HAN I KEN STREET PLAN AND PROFILE o STA. 1 6+25 TO 20+50 STA. 10+00 TO 1 2+50 C4 NOTES KEYNOTES N E sFo 0° 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC 10 / # POTABLE/NON- UTILITY MAIN CROSSING. SEE WATER NOTE 2 SHEET C0.1. 0 AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 16970 � O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER 3-21-23 ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O OF 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD NNE M GAP DRAWING SW3. 0 20 40 80 120 L U J HORIZONTAL SCALE: 1" = 40' '^ U) VERTICAL SCALE: 1" = 5' u� O — Y L _w � o J L1 N mm O NSITE KEY o o v O 1 250' CO w 3 �. 00 can O - " o d m w w r� 0) I I 13 14 U 1 15 16 17 18 19 20 _ , 2 SSMH C-5 1 33 34 35 36 37 s 2 I� BLOCK 5 1 BLOCK 3 I'R — —IRR— — — R — —IRR— — — T1 7 — — — IRR— — — —IRR — - " bi 14 2 — — \ 4„PI �� a I PI PI pI — w \ \\ I I a i BLOCK 5 SSMH B-8 e \ \ 0 \ 31 30 29 I I 11 10 9 8 7 6 5 I w \ I I � . Q 32 w Q I o J 0 0 , 121•a \ U w w w w w w z 1 3 •Q� ck'1��olp-� 8•• \ C) 0 I 2 O a I > > > > > > a rL !�' \ w� Ln- oo �Oo o'oo moo >oo moo 0 Q �' 8•• m cn > > Q I wo w0 w0 w0 w0 w0 � 0M Of 00 Of 00 (n ON (/) On1 OW ON O" O" O- Z ��V�Q ,� �� 2 S� W + N wOOin N� O � o- ''I �� MM � � � 00MO� N� c01- N� cO � mLncOr� I 2 N I w + II w + II w + II w + II w + II w + II ���v�\ S ��• \ Li + 00000 060000 M ri N MN �MMN 0_0 � cj U �' qy O , w� �- N w + II `� w+ jj BLOCI< 2 0 0 ��V4� O 5 (n II 0 II 3:cm) §i051� N I 12 Ld N W� HN W� HN W— HN W� 0 11 Oil HN W� HN W ~ X/ram^�A r�x � wz vwi II ON Ld 00 II � N NQz > NQz >11 Oil 0 11NQz > �Qz > NQz > NQz > a �0 Qz II II I � wz � wz " � wz � wz � wz �C/�P '` �L G HW > H W > ItNJ — �00 J — �N J — �N J — �N J — �(n J — 2i 12 r3G� ��// �LJ��O , (nJZ (nJZ I O W 2 2 2 2 2 2 `� z /�, 76 LLJ1 2 p n a _SSMH B-7 UI L o — _ o sr• a "1 N� 8"W SSMH D-415S• W W. HANII<EN ST SSG; -2(EX) N— ��, NORWICH STREET_SSCO-1(EX)- 2 8"SS> s SS w o. 10 Jii ,�Gcoo', Op SSMH B-6 10+00 ss 00 a z U) ��P c� `ti �� 8"SS> 11+00 10+0 CK �. �� � o�• 00h w �,IV2 ~ O v L'j wo o oO O w� woo er v / � UO ON 00 2In0sr 0 0000N UO) 0 Uln0a0 � ao 7 I II >� ojij >00 ; N >� � N n >4 >r � LLJ c14 � 04 — � 0 4>OO � N /. >ON ^ N � II + W +L_ + + N — + N U) N N 11 NO II II Li (4 — wNOH N0 Ld0 = N 11N 11N N w— 11 — LLJII F- w 31�1 II8 FO CD > Li0 >W II F- 11 - 3-� zz zz> cD > - d zz z z z z W Vw - < W ) N L ZDESIGNED: C. GRAHAMw w nJ w �� � N U 00 DRAWN: L. HAASEO S J 2 � Lj 7 \ CHECKED: C. GRAHAM I I _ Ld \ �A/ BLOCK 2 I SSMH C-5 \� 1 33 34 35 36 6 5 37 s APPROVED: C. GRAHAM z \ 4 � BLOCK 3 o 2 — \ 4„PI • PREPARED FOR: O Z 0 \SSMH B-8a \ \ G20 LLC a_ . �\ 31 30 29 I O PO BOX 593 EAGLE, ID 83616 z U ¢ ci 2730 2730 2730 2730 D J J --------- ------- ---------- ----------------------------------------------- ---------------- ----- -------------------- ------- ---------- ------------------------------------------------------------- ------- --------- ---- N--- ----------------------------------------------- ------------ ---- -------------------- ------- -------^ ------------------------------------------------------------- ------ 7 Y ^ W ^Li X .wi W 7 --------- - ------- ^ O � � � � ^ W I ^v ^ w 00 -------- --- .. 0) � ".Zip I� Z (n " ^ O I� ---- -------------------- ---- • C6 �� In ?i g. O 00 d 2725 o'o r- r o00 0 °,,° ; 2725 2725 00 o N 00 00 2725 �.L cn c" 0 cv 00 of o^ Is. o r) Lri �Ln" II Oo 0U--------------- --------- O 00 N 00 O O N F 00 00 r O H 00 O J � N II ~ sty I� � 00� OO N s Ln �OLn � o N 00 00 p) N N II ,�" 11 00 0 o N r- 00 O EXISTING GROUND o o N 11 ce j I + a0 ? o � Ln II II ~ . NNN o- ^ II I NoLn II ~ ------------------ U mNn r� � zz 0 00) II II . 0011 H Li j 1 0 • Z O -------- - N j j --- ----------------------------------------- I + — — ------ I r z z 0 ---- ----- 0o a0 II D _�I 1 z -- -------------------------------------------- O + r — O w = II 11 z z EXISTING GROUND 0° r • m o is I z O m¢ I1 U O ^ LL O --------- --- ¢ --- -------- = N > > > j j j -- O + cn i ------------ ---- N N Z > ------------------------------ (nH II II zz z = Nzz z UO � > > cncnOf00 m II — z II cncno- � ao 00 - - - II II - - - NON - - - - - -x� -- = 2720 O Z 2720 N N w 00 "t 00 _ = _ m Q 11 Z Z 2720 2720 •¢ �- vlcn 0. 00 � 00 x - _ — — — — — — — — — — — — w cn o' ao ao w Z w _ --- ---- --- ------- wcn Of 00 00 > J Q - - O - Z --------- -------------------- ------------------------------------------ - -------------------- ---------------- -------------------- ------------------- — Q ~ 2715 II 2715 2715 11 2715 z FINISHED GRADE FINISHED GRADE II m w — Q � - ------- -------------------- ------------------------------------------ - ------------------ - ----- ---------- ----- z - I------------- w ------- ---- - --- 4" PRESSURE II IRRIGATION CROSSING O O D=8" SDR35 PVC S=0.607 L=169� II z 0 - ---------------- -------------------- - - Q z D=8" SDR35 PVC S=0.62� 2710 L=136 2710 2710 2710 , II - ------------- ------- ------- ------------ 0 w ------- -------------------- --------------------------------- ------------ ---------- -- -- - --------------- ------ J ------- -------------------- ----------------------------- L=47- -------------- --------II----- ------------ ------------------- ------- REMOVE EXISTING CLEAN-OUT AND---- ---------------- W J - S=1.31%- ---------------- ------ CONNECT TO EXISTING 8" SEWER MAIN -- ------------ � J cn D=8" SDR35 PVC L=91' EX. 8" INV=2708.87' (FIELD VERIFY � S=2.87%2705 2705 2705 2705 C w PRIOR TO CONSTRUCTION) G ------------ -------------D=8" SDR35 PVC - - w - - --------------------------- -------- ----- -- ---------- 2703 2703 w ` Lu 11+50 11+00 10+50 10+00 I LLJ REMOVE EXISTING CLEAN-OUT AND - - - - 0- ------ ____________________ _______ _____________ _________ CONNECT TO EXISTING 8" SEWER MAIN J EX. 8" INV=2705.33' (FIELD VERIFY 0 2700 PRIOR TO CONSTRUCTION) 2700 SEWER LINE 'D' PLAN AND PROFILE -- --------- --- -------------- -------------------- ----- 0 2698 2698 STA. 10+00 TO 12+00 N 13+00 12+50 12+00 11+50 11+00 10+50 10+00 CSW PROJECT NO. 22004 DRAWING DATE 03/21/2023 D' 0 SEWER LI N E W PLAN AND PROFILE o STA. 10+00 TO 1 3+00 C5m0 - - NOTES KEYNOTES o 20 40 80 120 0��5ENSFo m 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC O POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. =p AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 16970 a_ O2 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. HORIZONTAL SCALE: 1" = 40' 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' 3-21-23 ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O �O o O TF OF\9P' 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD NNE M GAP DRAWING SW3. Ln U J J 'n (n u Y O w �w � o V) p) U L1 N M Q) 00 IN N o SITE KEY o o O ED 1"=250' co wl � can O - (' o d m w w r� z � L w ' °' A4b -00 w BLOCK 2 00 I 10 a_ 14 33 ,X 25 26 27 28 29 30 31 32 33 34 _ I BLOCK 5 / � � w O_ >Oin U W I _ / °' ui - 2 ° 1 1 SSMHa D-4 / o Woo U w v v v o v v 2 13 / 2 (n N W� �^ > > > > > > > / w + p `� "' 'n0 cn o 0-0� Apo o-oo moo moo moo 0-00 1 I 32 SSMH B-8 O ,,� �r7 Co co co wo w� p- w,n p win p- w� w� w V) 12 / _ ^ w + II afN � cn � � cn cn n cn N � p01 � . pop N 0� z W� ~ N M21� W + II Op p Ocor- I� cO 't Lo (o v) (or- (O � .6 w D U3 W- f- N 3'ND = � �� � � W 0p) W1.0K) ofNV) OfQ) r7N of(ofoN afNlh ' 2 - I- WZ N II Cp II w� l- N w + p N w(± II w(± II w + II w + II w + II N 2 �I- - z ItU) aZ > (n II 0 II 3'� = r, 3 _ ^ 1 - - - - - - - - - - - - - - - - - - _H W Z Q Z W H N w N w N W H N W H N w N w H N I ` 2 U �� J — ^ � wZ (n II c� II (n II c� 11 cn II c� 11 V) II 0 II (n II c� 11 cn II 0 11 V) II c� II SSMH C-2 R I �(nJ — . � i? > - � -i ^ � wZ ^ � wZ - Dui ^ � wZ ^ � wZ I SSMH C-5a 2 (n �cnJZ �FcnJ — �UIJ - �cnJ — �cnJ — �UIJ - �lnJ — 8'W �38• i i 8'W 165 24 2 2 2 2 2 PT Id Id c90• 14+00 S. ZOCALO WAY- — 15+00 — — 16+00— 0 — - — — 'c& SSMH C-3 <8"SS <8"SS SSMH C-4 w r: 702, a � I B��W 8"W — u U � 2 SSMH C-2 - W. BROYHILL STREET - - - ��SSCO-3(EX) 2 2 2 2 r ��_ /o, 1 2 w o ~ 2 �32a 8 3+00 8»SS> 5 - L Z N "`� ° N 8"SS> 12+00 11+0 w 0^ 4" \\ . ��^ z 23 3 10+00 O,n wto- wro^ wry^ wrn- wr)^ wr7^ to 1 �� 1 >coLLI � 4 U� O � Urno � UCn0N V000 UCA00000. U� ocoo (n �s A- w'n N Q' of �r ai o ai ai CK 00rn r7 Of N ai r7 m Ni b �' c%N z = Cb 2 2 2 2 N + II r W N � W N � W N � W N � W N � W N � ZZD W W(n SSMH C-3 ^„� 1 2 2 �"� HN N�+11 2N ��+ = N cnU2N N,� I=I N Nuj N(+O I=I N G � II (�.'6, 6)�L W w ( Cn W II c9 > �� � II O� � II �� � II W F- II �� � II �� F- II N = a)cn n 3< zZ> w II 0 > w II c� > W II c� > w II U > w II U > w II c� > II m �n O —IRR— — — � 2 cW�oOO) voo � vopN vo0o 000ao U0o (o UOo �r 000N vopo cwioo � Li � 22 3� wz 3� zz 3� zz 3 zz 3Qzz 3azz � Ncn� tf 000 O � ON O � O � ON OCD Oco Or7 OCA I OO [nN �(n J �(nJ N(nJ �(nJ Lu� W �(nJ (+� � (oG_ z I O 22 - R >� � M ofco >(Do ,� >� OaN >NCIiN >O - IN >� Cn � >cCi >� >� I I (TNLno O o o-(o o-r� c-o o- o_ o-o o- o o_ °i 0 2 4 - 2 W + N � W + N � W N � w N � W N � W N � W N � W N � N � N � _ . _ . SOD Q I PI 1 N M = N (n N = N (n N l=I N �N = N V) N Ln N cn + I=I N cn E S N cwn 0 II N vwi� II N cP IT1 13 O L, II �� � II �� � II �� � II �� � II >o- w 11 � > w II c� > w 11 � > w II � > w II c� > w II 0 > w II � > w II c� > w II c� > w II c� > 15 14 Lu + � 3� zz 3� zz 3Li < zz 3< zz 3< Zz 3� zz 3� zz 3� zz 3� zz 3azz 21 n � I, � �NJ NUJ NLJ UJ N UJ UJ cnNJ NLd UJ V) J NNJ NUJ LJ UINJ wl 23 21 20 19 18 17 16 � N 2 I I � BLOCK 2 DESIGNED: C. GRAHAM 0 I — Id T Id 4"PI 4"PI 4"PI 4"PI DRAWN: L. HAASE I `4 13 14 15 16 17 18 19 20 21 22 CHECKED: C. GRAHAM Ld fv I BLOCK 5 cn APPROVED: C. GRAHAM 2 I I cn z - 20 D - - - - O O R -IRR- - R- - -IRR - TT - - IRR- - - -IRR U i PI PI I PI PI - - _ PREPARED FOR: � � I ; � � I Z PO BOX593 w 0 2730 w 2730 2730 2730 EAGLE, I D 83616 - ��w _ U w -------- ------------------------ -------------------- ------------------- ------------------------------------------- v ^ -------------------- � Cn (n Z v -------- -------------------- -------------------- ------------------- ------------------------------------------------------------ ------- --- "� r v N ----------- Z - ZD N �v _ ^v — z J 00 0. 00 I� I� 00 0 O rn O ------------------------- -------------------- -------------------- ------------------------------------- N N U O r7 � . 00 I� N in .(n�- 00 p O O N 9 r- 00 O ------------------ ------------------ W 00(o O O N : 00 00 I\ r- r : (� r- r- 00 O O 00 0) to- II ao O 0 ^ II o cy g o Y 2725 r7 ,� ci (j - N N ci EXISTING GROUND .w1, co N (p (p ~ `n o N N II oo n -e °' o (� of z z p co N II II ~ 3 . 2725 2725 N N z z p , ,n II II o 00 o_ i. (� o N 2725 O I + - - NN O .. r I + - - • zz -ON r�- II Ur� I� CA Z Z O ^ ----- U + I + °) - - ----- -------------------- ------------------- -------------------------------------- N N II 0 H N > > > _ ( > > > U- (C) U r7 � o r — N _ EXISTING GROUND — z ao = II ZZ z I ± � e r O --- = II zz z (.� » > �I + � - O � aoz O _ N — O r �Q - - = II Z Z Z 0 NHS: IQI 11 z z Z ` - - - - - - - 000 N vlH �2 ^ - �Q - - - �� � N > > L) > -------------------- ------------------------- w � �Q II - - - > > > II - I + � - -- cn ----------cncn w 00 � 00 (n< �: : ----------------- -- — — —i _ _ _ _ ----------------------- - O r � - ---- o' ao ao�N� -: - ----- = 11 II z z = II Z Z - - - - - - - - - - - cncn - J V NN � aO � a0 rl oO II --- N0 00� 00 �- V)I— - NHm - - �..L >_ O + co - O _ _ N N F 00 00 in I- 0- 00 ----------- - - --- Z — _ _ O O U 2720 N O N > ; 2720 2720 — — — _ 2720 0 w N II II z z - - - - - - - - - LL. z LL ---------------- - ---------- ------------------------------ ------------------- --------------- ------------------- ------------------------------------ X V) - --- ----- --------- ------------------ -------- ------------------- ----------------------------------------- ------------ --- -------- w(n o ao ao Q CL Z W w � z � ------------------------------------------------------ - \ _ O IRRIGATION ,CROSSING PRESSURE FINISHED GRADE \ J � Z 0 w 2715 FINISHED GRADE II 2715 2715 2715 \ Q w ---------------- - ------------------ - -------------------- ----- -------- - --------- ------------ - --- --------- � 8" WATER MAIN �� EXISTING 12" GRAVITY � Q z CROSSING �� IRRIGATION CROSSING - ---------------- - -------------------------------------- - -------------------- -------------------- ------------------- -------------------------- Lu -------- - --------- ---------- ------------ -------- -------------------- ---- -- ----------------------------------------------------- --- --------- Q J �� m 2710 lr 2710 2710 W L=292' S=0.42% D=8" SDR35 PVC 2710 O > ---------------- - ----- ------------------------------------ -------------------- -------------------- -------------------- ---------------------------------------- -------------------- ------- U 1f _ V) ---- ----- ------------------- -------------------- -------------------- ------------------- -------------------------- If ---- ----------------------- -------------------- -------- -- ----------------------------- ------ ----------- --------- z LLI --------------------------- L=29' C SDR35 �f -------------------------- -------------------- -------- _----- ------------------------- 2705 L=26' C S-2.239, L=26' � PV 2705 2705 -------------------- --- -------------------------- D=8" SDR35 PVC -------- --------- 2705 LIJ � �..�..� J S=0.42% L_325, S=0.42% J -------------------------- D=8" SDR35 PVC--------------- -------------------- ---------------- -- ---- ---------- -------------------- ------ ----- D=8" SDR35 PVC ------------------- ------- ---- ---------------- --------------------- ------- w o ��------------------ --------------------- --------- -- ---------------- ----------------------- --------- uj ----------------------------- --------------------------- -------------------- -------------------- ---------------- -------- L ----------- ------------------------ --- - ---------------------- - < V) 2700 � 2700 2700 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 2700 � REMOVE EXISTING CLEAN—OUT AND ----- ----------------------- 13+50 --------- CONNECT TO EXISTING 8" SEWER MAIN ------------------------ ------------------------------------------------------------- c� EX. 8" INV=2700.47' (FIELD VERIFY N PRIOR TO CONSTRUCTION) SEWER LINE 'C' PLAN AND PROFILE (CONT.) -------------------- ----------- -------- -- -------- -------------------- ------ 2695 2695 STA. 1 3+00 TO 1 7+00 CSW PROJECT NO. 22004 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 DRAWING DATE 03/21/2023 0 SEWER LINE 'C' PLAN AND PROFILE 0 STA. 10+00 TO 14+00 C5 1 i00N E S 0 i S/Al UlY SUBDIVISION NO. 2 1 16970 1 I— 3-21-23 s o — - oo���rF of 0P�P�P`s J — � NNE 0 20 40 80 120 J BLOCK 2 J I� —w - - N Y I SCALE: 1" = 40'25 27 1 26 J 2 3: 28 29 30 31 32 33 34 —W >� 0 0 o � t13LF 6�' PVC 4 3 3 3 I .0. WATER NOTES C]N M 0 1 1 " I EXISTING FIRE HYDRANT 0 M 3 °o ±21 LF 8 PVC s,T f 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE X 2 " z0 w 1 1 7 11 11 11 11 11 1 1 Id Id PI MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. Om rn _ fj (n U 00 cn 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a 0 @j oN 7— ro _ m E " — W. BROYHILL ST _ t268LF 8" PVC W 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER MERIDIAN SD—W6. iz I 8"SS> s I SS 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS COVER OVER °' 23 11 WATER MAIN SHALL BE 4 FEET. � w a 11 s 10 1d1 ( 2 11 11 11 11 046m; w —IRR— — I ERR— — — — —IRR— — — — � I — — _ 7 3 a_ EG a R I 3 3 3 3 1 O so w t59LF 8" PVC EG PI 1 o I I KEYNOTES O w w I 1 3 14 1 5 16 1 7 18 19 20 21 22 _ l0 REMOVE EXISTING 2" BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. o 21 ^I I I I O2 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN CD w I 3 I SD—W1 AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. o z BLOCK 5 I I O3 INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PET CITY OF MERIDIAN O I p SD—W1 AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. Z U cn -° 1 1 .. I � � _ g ~ 20 j Im — —IRR— — — — R— — — —IRR— — — — — — — —IRR— — — —IRR — — — IRR— — — 4 8x6 TEE MJxFLG Of 0 W 00 i PI PI PI PI R 6" WATER MIN (LENG6" GATE VALVE TH PER PLAN) p Q z e A J I FIRE HYDRANT PER MERIDIAN SD—W8 AND SD—W9. a ` 1 I °p I UBLOCK 2 . ( x ) o I -H BLOCK 5 — z w o 19 I I O © 22.5' ELBOW (MJxMJ) N z w cn 3 >_ I —o 0 0 o O 45' ELBOW (MJxMJ) Q w 1 11 10 9 8 7 6 5 z o ° I O z ® 8x8 TEE (FLGxFLG) E z U f 13LF 6" PVC 1 EX/STING FIRE HYDRANT 0 0 1 8 O 1 0 8" GATE VALVE (FLGxMJ) Q I N 12 4 3 3 3 P Q 10 POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 9 I I- w 11 11 11 11 11 1 I I I I o w 11 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. s — DESIGNED: C. GRAHAM � 8 9 12 ABANDON EXISTING WATER SERVICE AND CAP AT MAINLINE. HOT TAP EXISTING WATER MAIN AND O I 1 7 r f 188LF 8" PVC W RELOCATE EXISTING 1" WATER SERVICE AND 3/4" METER SETTER. DRAWN: L. HAASE �i — — _W. HANIKEN STREET _ _ _ j I 3 s 8"SS> s SS + I ss s CHECKED: C. GRAHAM Ld (n U 00 0 9 a APPROVED: C. GRAHAM w °p 16 11 J I 11 11 I^ 2 PREPARED FOR: 41 0 I 1 f29LF 8" PVC 3 12 I z G20 LLC w I _ — PO BOX 593 5 EAGLE, ID 83616 w 15 S 33 34 Q 35 36 37 U 10 0 0D 3 f51LF 8" PVC Ia \ 7 I — J S 5 Y I ° 11 s g 1p \ 0 I I z 3: 14 11 _ O w w _ \\ 4"PI I I \ U • cn \ I \ I \ s \ 32 BLOCK 3 I I U I 7 \ I I I O z \ t9LF 6" PVC I L.L \ 2 81A �„z 4 I a 2 I w O z � w \ 31 30 29 o- — a — — � Q � 1 2 ss, \ I I 0 z = I 3 11 5 f30LF 8" PVC > Q II t30LF 8" PVC 3 ±71LF 8" PVC cL cn 1 1 —� � � W 6 10 5 1 1 1 1 1 EXISTING FIRE HYDRANT - - [ Q m ne BLOCK 2 LL W A 10 S Ln > Q \ A� 3 1 1 W W W z 7 DC Z U, \ 9 SS 5 SS SS--I � O 13 J \ \ 11 11 I Lu J cn \ 8 3 1 3 \ I DC Q W V) J 7 6 5 4 U \ I \ AA I N � BLOCK 2 1 CSW PROJECT NO. 22004 DRAWING DATE 03/21/2023 � \ t >_ — — — — — — — 4" — PI PI 00 c PI cn @ IC6m0 N 0��5���E S o i STAPLETON SUBDIVISION NO. 2 16970 — 3-21-23 OF .Z. Id Id 'S'iyNE M GAP L 2 2 2 2 LOCK 2 2 0 20 40 80 120 B J Y I SCALE: 1" = 40' 1 26 3: 25 27 29 J 2 28 30 31 32 33 34 JW a I >� 0 0 0. IRRIGATION NOTES �N 0, 0 � �M 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE X ° ' p Id d PI PI ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH THE PROJECT Om 3 rn w - - - - IS LOCATED. o U) u o 7— 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE a m E � B,W _ W L I — W. BROYHILL ST 8 W UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN ACCORDANCE WITH ISPWC 8"SS> — — REQUIREMENTS. fu iz I 8"SS> s SS 23 I 3. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL BE SERVED BY SURFACE , � s IRRIGATION WATER WITH A BACKUP CONNECTION TO MERIDIAN DOMESTIC WATER SYSTEM. THE PRESSURE IRRIGATION SYSTEM INCLUDING THE PUMP STATION AND MAINLINES WILL BE OWNED w cn AND MAINTAINED BY THE STAPLETON SUBDIVISION COMMUNITY ASSOCIATION. w —IRR— — I , ERR— — — — —IRR— — — — I � EG Rp a — R I I I Q so . . . . . . . . . . 4. REDUCED PRESSURE BACKFLOW DEVICES MUST BE APPROVED BY THE STATE OF IDAHO, DEQ, w I I 9 AND MERIDIAN WATER DEPARTMENT. EG PI _ I— 5. COVER OVER PRESSURE IRRIGATION MAINLINES SHALL BE 2.5 FEET. w 1 �I a 13 14 15 16 17 18 19 20 21 22 I w 21 I _ al I I I w 3 I o O I 2 I I I KEYNOTES z 2 2 2 2 BLOCK 5 = -° N II I � _ l0 CONNECT TO EXISTING PRESSURE IRRIGATION MAINLINE. g 20 00 3 I�R —IRR— — — R — —IRR — — — —IRR— — — —IRR — — — IRR a o w � I PI PI PI PI O HOT TAP EXISTING 4" PRESSURE IRRIGATION AND INSTALL 3/4" PI SERVICE LINE AND 4" VALVE z I I BOX PER ISPWC SD-901. o z aI a c) � I 2 2 2 2 I I O3 INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. � I BLOCK 2 I I BLOCK 5 — o w o 19 I Z ® INSTALL 1" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. ° N z I I O cn I '> 3 _ Lil0 9 8 7 6 Q I 1 1 5 Q o 0 0 11.25' ELBOW (MJxMJ) z w p O I I c © 45' ELBOW (MJxMJ) w z I U I I ZO O7 4"x4" TEE (MJxMJxMJ) 0 18 a N 12 ® 4" GATE VALVE (FLGxMJ) U N Q L - 1+- I I I Og VERIFY EXISTING PRESSURE IRRIGATION MAIN IS SLEEVED BENEATH ACHD RIGHT—OF—WAY. o w J INSTALL 4" GATE VALVES ON EITHER SIDE OF CROSSING. coo s — — DESIGNED: C. GRAHAM 0 �' 17 I 8"W W DRAWN: L. HAASE 3 — — — _W. HANII<EN STREET _ _ _ j N s 8''SS> s SS s CHECKED: C. GRAHAM Ld I 00 3 • a APPROVED: C. GRAHAM o ' ll — — z U _ w 16 I I I I PREPARED FOR: 0 I I I `n Z G20 LLC w I C- — — 0 PO BOX 593 a S I - EAGLE, ID 83616 z w 15 33 34 35 36 37 U a 3 1 t60LF 4" PVC SLEEVED I D J THROUGH C900 PVC f48LF 4" PVC s — — v s 8 3 t 140LF 4" PVC 3 7 3 s U \ o I 14 g\ I Z � 6 \ w w $ _ _ \\ 4„ I i �� i \ O \� I \ oC s \\ 32 3 BLOCK 3 3 3 I i I O Z z `' L.L_ Q o I \ U J r Z ono a \ I L LI z z w w �s��, ,y \ 8 \ 31 J 30 2 9 o- — a — — > J M = 3 I / 5 t42LF 4" PVC SLEEVED � Q z Q 8 THROUGH C900 PVC r =__� Q m w u z BLOCK 2 Lu 4 10 S � \ R,o —8"W W W W z z \ 3 — W. NORWICH STREET o — — — — — z _ 9\ s 8"SS> SS s SS SSA— O C � 13 Lu LLJ 8 \ A •AL 5 8 c Q � \ 3 U I w \ CL c LLI V) J 7 6 5 4 J N U \ O -H f82LF 4" PVC N I CSW PROJECT NO. 22004 � ` 3 3 BLOCK 2 \ DRAWING DATE 03/21/2023 \ t65LF 4" PVC — — — — — — 4„ 11 — PI PI @ ci, PI CTO m E SF� = 0 a_ — — — — — — — — — — — — 7 — N s 3-21-23 OF U I BLOCK 2 I I 1 J 25 Y 26 27 28 29 30 31 32 33 34 0 0 20 40 80 120 EXISTING TYPE II w I STREET LIGHT W {j„ E JI I 1 SCALE: 1" = 40' >r > Ln 0 24 1 x 0 0 W. BROYHILL STREET m w I _ _ _ I STREET LIGHTING NOTES o U) U o — — — — w 23 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF °o N a_ THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC z CODE. L u 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE 3 I CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND N I 22 I REQUEST INSPECTIONS. %� o I 1 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, x x AND FOR THE POLE AND ASSOCIATED WIRING. w 13 14 15 16 17 18 19 20 21 22 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' C) 21 I MIN. FROM WATER METERS. a 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING N BLOCK 5 OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE ~ I MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. _ z a_ 0 20 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS g o — — — REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. a_ ~ 3 1 7. STREET LIGHTS ALONG W. HARRIS STREET SHALL BE METERED PER IDAHO POWER AND CITY OF J � I O I O MERIDIAN REQUIREMENTS. o � J z I U I BLOCK 19 No o U N 1 11 10 9 8 7 6 5 ' o z EXISTING TYPE II m KEYNOTES o N 1 STREET LIGHT N z O INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET LIGHT w I 18 DESIGN STANDARDS. Q 0 12 a w J_ 0 I- 05 Q z Lu 0-1 U_ 0 I 17 W. HANIKEN STREET — — I DESIGNED: C. GRAHAM Of I — 0 DRAWN: L. HAASE Li cn CHECKED: C. GRAHAM 16 1 APPROVED: C. GRAHAM o C) PREPARED FOR: 1 o z G20 LLC a PO BOX 593 w 15 33 34 35 36 37 UEAGLE, ID 83616 Q I 1 1 ZD I J Y 14 o \ z I O w 32 I J \ BLOCK 3 d >_ I z U O u- O 31 30 29 12 I 0 O Z z w o I � J J O a_ ILd 11 � BLOCK 2 � 0 W Q m u w \ 10 W. NORWICH STREET 1 W J - O Ln > c~n 9 z W z \ \Ln 13 z � DC � \ g W O 1 I W EXISTING TYPE II c \ I STREET LIGHT J Y \ C G w7 6 5 4 W Q J \ BLOCK 2 N 04 \ \ CSW PROJECT NO. 22004 _ — — DRAWING DATE 03/21/2023 C� w 0 0 C8mO m ENS F� 16970 s 3-21-23 v n0 �qT�OF E cn R/W J R/W 8.00'-13.00' ACHD 36.00'-41.00' PUBLIC RIGHT—OF—WAY ySIDEWALK EASEMENT / w 27I00' 2' TYP. I _W LL E cn 5' SIDEWALK 0'-8' PLANTER 13.50' 13.50' 5' SIDEWALK 10' UTILITY ESMT L a w SEE PLANT " BOTH SIDES TYP. _I_ 0' 2 1/2 OF SP-3, 0.50 INCH (1/2") MIX, PG 58-28 I..I Y�LI L LL I O � � M O 4" OF COMPACTED 3/4" 3" ROLLED CURB AND I 1D 0'to z CRUSHED AGGREGATE GUTTER PER ACHD SD-702 X a� BASE COURSE I m Lu 2% 2% LA 1.5% R R a p ) oN Liro 40.00' IRRIGATION EASEMENT (BOISE PROJECT BOARD OF CONTROL) w 2' FLAT LANDING °' 6" VERTICAL CURB AND BEHIND SIDEWALK, TYP. � GUTTER PER ACHD ADJACENT TODETACHED WALK j\\i\\\�\\/ \ \ \\�\\�\\\\\i\\\% " 5" THICK CONCRETE OVER 4" w OF 3/4" AGGREGATE BASE 12 OF COMPACTED 6 COURSE PER ACHD SD-709 2.00' 16.00' a_ MINUS PIT RUN SUBBASE w EXTEND BASE AND SE COMPACTED CURBATYP. BEHIND 2%. O SUBGRADE —� Lu a a a a 27' TYPICAL STREET SECTION - DETACHED SIDEWALK z SCALE: NOT TO SCALE C9.O W z O U I 10" OF COMPACTED 3/4" a CRUSHED AGGREGATE w O BASE COURSE o 0 Z a 0j W � � EXISTING IRRIGATION PIPE U) o R/W R/W i — (DEPTH/SIZE UNKNOWN) o N 41.00' PUBLIC RIGHT—OF—WAY 1 Q CL 1 f z � w J_ ~ 2' 27 I00' 2' _ w LL 0 10' UTILITY 5 SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY z EASEMENT EASEMENT 0 I 2 1/2" OF SP-3, 0.50 INCH o (1/2") MIX, PG 58-28 I z LL- 3" ROLLED CURB AND 16' GRAVEL IRRIGATION ACCESS 4 Lu 0 I 4" OF COMPACTED 3/4" GUTTER PER ACHD CRUSHED AGGREGATE SD-702 TYP. SCALE: NOT TO SCALE �-o o I BASE COURSE DESIGNED: C. GRAHAM 2% 2% 1.5% DRAWN: L. HAASE cwn ♦— —� ♦K CHECKED: C. GRAHAM a o ao o a a a a 2' FLAT LANDING APPROVED: C. GRAHAM z BEHIND SIDEWALK, TYP. O EXTEND BASE AND o SUBBASE 6" BEHIND CURB TYP. 5 THICK CONCRETE OVER 4" PREPARED FOR: 12" OF COMPACTED 6" CCOURSE'ERG ACHD SD—709 BSEz PO BOX 593 w MINUS PIT RUN SUBBASE O Of 27' TYPICAL STREET SECTION 2 EAGLE, ID 83616 MAILBOXES PER OWNER. MAILBOXES PER OWNER. INSTALL PER z COMPACTED SCALE: NOT TO SCALE C9.0 INSTALL PER MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. U SUBGRADE RECOMMENDATIONS. MAILBOXES Z) v TO OPEN TOWARDS SIDEWALK. J J N O d D A p D.p D D D D d D D D. ° W d AV ° p p °D d D D D d D D ° C O D D ° D D D n DETACHED SIDEWALK D 6" 6" 6" 6" /'e d p d V D D d ° d p o D D d D d 0 d D d U d D d d 4 p D p LL D >p D ° D D d ° z LL O d D /� D D d D D Q O �/ ° ° ° ° . ° D W` _ Z J d D D Ld O ° D d D . N °° ° D °D O D A D ° a_ 20.00' 5' LANDSCAPE BUFFER ° 4.00' ° 4.00'D ° � / W W SEE PLAN p SIDEWALK> ° D D p d D ° D SIDEWALK LENGTH PER OWNER Q ~ 12" TYP, 2 1/2" ASPHALT PAVEMENT D Q Z cn p D d LENGTH PER OWNER LLJ z 2% PROFILE VIEW CONCRETE PAD Q m C : —� ° D ° ° CONCRETE PAD D D Gw p ( ) v 4 4 4 4 4 4 4 4 4 p ��/� /�\i\\ .\ p z 7 8" THICK CONCRETE � �\ �\ \ \\/K\ � RIBBON CURB (TYP.) (� STREET MAILBOX PAD DETAIL 5 J J 10" OF COMPACTED 3/4" SCALE: NOT TO SCALE C9.O cn Y CRUSHED AGGREGATE 0 COMMON DRIVE TYPICAL SECTION 3 BASE COURSE PLAN VIEW Q ce w SCALE: NOT TO SCALE C9.0 L u cf) cn J_ U r� N O N CSW PROJECT NO. 22004 DRAWING DATE 03/21/2023 C� of w O c9mo