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Home My WebLink AboutConstruction Drawings Adero Park Ph2 11-6-25 CALL BEFORE YOU DIG IMPROVEMENT PLANS FOR 0��ENS 'tip o • `vrl CALL DIGLINE INC. A D E RO PARK SUBDIVISION NO. 2 W CHIN EN BLVD 16970 PRIOR TO COMMENCING 1 1-6-25 mowwhays below. LOCATED IN THE SE 1 /4 OF SECTION 27 ® ®® � UNDERGROUND WORKFF �'�. O U all Ix ore you dig. (208) 342-1585 n f ��/� OF TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN E M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2025 c, SURVEY DATUM SHEET INDEX HORIZONTAL DATUM BASED ON ADA COUNTY GIS. N J / w ® NEROVS -W Li o CO.0 COVER SHEET ALL ELEVATIONS SHOWN ARE NORTH AMERICAN \L C0.1 NOTES VERTICAL DATUM OF 1988 (NAVD 88). ePR� /r 0 Cs C1 .0 FINAL PLAT SHEET 1 �1r� rn o r, 0 C 1 .1 FINAL PLAT SHEET 2 0 50 100 200 300 0 �.l u� o z C2.0 EXISTING CONDITIONS/DEMO PLAN o C2.1 OVERALL SITE UTILITY PLAN SCALE: 1" = 100' Q m Lu U 00 / J ® o - ) 0 a0 C2.2 OFF-SITE UTILITY PLAN Z E a_ C3.0 GRADING PLAN uj fu � z C3.1 DRAINAGE PLAN z fu C4.0 ARIA WAY PLAN AND PROFILE - - - _ _ _ _ _ ® U QL C4.1 ARIA WAY/MALTA DRIVE PLAN AND PROFILE 1 24 I ® o cn U) C4.2 ADERO PARK AVE/EDIZA DR PLAN AND PROFILE I " w BLOCK 3 23 a_ C4.3 FAIRBORN AVE/ANATOLE ST PLAN AND PROFILE 114 13 12 11 10 9 8 7 6 5 4 3 2 I C4.4 CALCULTTA AVE/LEVENHAM AVE PLAN AND PROFILE 22 W McMILLAN RD -= 11_� C4.5 INTERSECTION DETAILS BLOCK 1 o _ W = C5.0 SEWER LINE A PLAN AND PROFILE _ _ _ _ 21 I o C5.1 SEWER LINE B+F PLAN AND PROFILE I W.ANATOLE STREET / - - N cn 9 20 _ _ , I VICINITY MAP w z C5.2 SEWER LINE B PLAN AND PROFILE (CONT.) 1 _ W.// MALTA DRIVE I 1"=1000' �o\ z C5.3 SEWER LINE B (CONT.)+C+G PLAN AND PROFILE 2 $ 10 19 ^ - - - - U C5.4 SEWER LINE D+E PLAN AND PROFILE 3 I 7 11 / Cz F_ C6.0 WATER PLAN I > 18 / I w C7.0 PRESSURE IRRIGATION PLAN I 4 a 6 BLOCK 2 12 z / // o 00 C7.1 OFF-SITE IRRIGATION PLAN 5 13 m 17 °a DEVELOPER CIVIL ENGINEER SURVEYOR o 0 w C7.2 PUMP STATION DETAILS 5 I I r- lu Q F111 LLC CORINNE GRAHAM, PE JEFF BEAGLEY, PLS o C8.0 STREET LIGHT, SIGNAGE AND STRIPING PLAN BLOCK 4 6 ¢ 4 14 16 I PO BOX 593 CIVIL SITE WORKS LLC SAWTOOTH LAND SURVEYING LLC cUn oM F Z I I z EAGLE, ID 83616 PO BOX 6059 2030 S. WASHINGTON AVE. o C~n C9.0 ROADWAY/SITE DETAILS > z 3 15 W z a 7 I (208) 336-5355 BOISE, ID 83707 EMMETT, ID 83617 C;i ~ (208) 946-3874 (208) 398-8104 Q � a 15 a LAREN®CONGERGROUP.COM CGRAHAMOCSWENGINEERING.COM Z C9.1 ROADWAY DETAILS (CONY.) � I z C9.2 STORM DRAIN DETAILS z g I 2 16 o C9.3 STORM DRAIN DETAILS (CONT.) J 14 z I 9 ' a l I z IRR1 .0 GIRR LINE A PLAN AND PROFILE (McMULLEN LATERAL) 2 - - _ - 13 o IRR1 .1 GIRR LINE B PLAN AND PROFILE (POND FEED) J� oIRR1 .2 GIRR LINE C PLAN AND PROFILE (HUDSON LATERAL) 10 �o�tiPo�z 12 I SITE DATA 9 10 11 o 7 $ ADA COUNTY PARCEL #SO427417210 \ , 6 DESIGNED: C. GRAHAM U 1 5 BLOCK 1 SITE AREA = ±1 1 .21 ACRES DRAWN: C. GRAHAM vwi 4 / I CHECKED: C. GRAHAM LLJLEGEND 3 _ N.ARIA WAY _ / PROPOSED LAND USE ZONE: R-15 / APPROVED: C. GRAHAM / 2 F - - SUBDIVISION BOUNDARY / NUMBER AREA 1 I PREPARED FOR: PUBLIC RIGHT-OF-WAY / / RESIDENTIAL LOTS 55 4.77 AC 42.5% � - ROAD CENTERLINE / ^, F 1 1 1 LLC � i �o LANDSCAPE COMMON LOTS 10 2.43 AC 21 .7% PO BOX 593 Of LOT LINE FRO'0, EAGLE, ID 83616 z 3 LOT NUMBER \ `�F I PUBLIC RIGHT-OF-WAY N/A 4.01 AC 35.8% CURB AND GUTTER / 1 TOTAL 65 ±1 1 .21 AC 100% J 8"SS> SEWER MAIN t V \ Cn WATER MAIN \ BLOCK 5 y 8"W / / � I I N 0 <12"SD STORM DRAIN PIPE Li <18"GIRR GRAVITY IRRIGATION PIPE IDAHO POWER INFORMATION cf) 4"PI PRESSURE IRRIGATION MAIN \ > FIRE HYDRANT I I PROJECT CONTACT: JAMES NEYLAN I Z A I (208) 336-5355 EXT. 2 Z Q wo SINGLE WATER METER/SERVICE JAMES®CONGERGROUP.COM O 0 DOUBLE WATER METER/SERVICE I FUTURE PHASES NOTICE TO CONTRACTORS 0 B'oQ 2" BLOW-OFF ASSEMBLY I I I PHASE 2 9.54 ACRES 64 LOTS I CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED W Q ® GATE VALVE I PHASE 3 9.69 ACRES 78 LOTS CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME > W V ti PHASE 4 8.95 ACRES 71 LOTS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF W W w 4 WATER FITTINGS } Q _ CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; > O SEWER MANHOLE I a THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED C`-' I I I TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO m ce ® a I POWER FOR (2) OFF-SITE PRESSURE IRRIGATION PUMP STATION � CURB INLET z I DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF 5D STORM DRAIN MANHOLE REQUIRED - SEE SHEETS C2.2, C7.1 AND C7.2 MERIDIAN, D W (2) 10-HP PUMPS AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY REAL N > O o SAND AND GREASE TRAP (2) 5-HP PUMPS OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. - O c~n I I 3-PHASE 640V I Z z OO MONITORING WELL U L STORM DRAIN SEEPAGE BED / I COMMON LOT SERVICE REQUIRED FOR POOLHOUSE. SEE SHEET C2.1 . I UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS Ind WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ~ INFILTRATION SWALE NO POLE REMOVAL RELOCATION REQUIRED I OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE U i BARRICADES i / / I APPROVED BY THE PREPARER OF THESE PLANS. 0 N }< T STREET SIGNS 041 O m 0 STREET LIGHT / Un W PROPOSED MAJOR CONTOUR (5') ACHD CERTIFICATE OF COMPLIANCE J PROPOSED MINOR CONTOUR (1') >- o ( ) ❑� •i '•I❑ - - - - - - THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE Q U � 63 EXISTING MAJOR CONTOUR 5' �• PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND N 2628 EXISTING MINOR CONTOUR (1') STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE 2.00% DRAINAGE ARROW WITH PERCENT SLOPE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR CSW PROJECT NO. 23007 ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ❑■ •*j 4_ ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING DRAWING DATE 11/06/2025 VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE a_ - - - - _ - APPROVED FOR THIS PROJECT: NONE. 0 U cs ENS m 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS ROADWAY DEPARTMENT ON SITE AT ALL TIMES. 16970 116970 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. C) s,qT PLO U DEPARTMENT. �'A/ F OF 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ENE M.GAP 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO co TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. SCHEDULE INSPECTIONS. U 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT 'n Cn CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. LI# � GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 0 GENERAL CONSTRUCTION NOTES 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. J �/ w 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND oL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL o 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD y PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CONFORM TO THE PROJECT ESC. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS > D 0) J ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. L 0 REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT ITD . THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR rn o cu � w BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ( ) SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. CONTACT ACHD INSPECTION SERVICES AT a in o `� m co 0 CONSTRUCTION. 208-387-6284 FOR INSPECTIONS. 24-HOUR MINIMUM ADVANCED NOTICE IS REQUIRED. X 0 c0)�o z 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE (D rn OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY m w U c�i� CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE AND EXISTING PAVEMENT MARKINGS. " 0 SITUATION IS RESOLVED. PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED a 0 E co u BELOW RIGHT-OF-WAY TO ACHD. 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. fu w 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL fu z TIMES. 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR 3: START OF WORK. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. cn GEOTECHNICAL REPORT. w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN Li ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY SD-709. NOT OPEN OR CLOSE WATER VALVES. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION 0 OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY Lu 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. a 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY o 3: AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE cn MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE PLANS AND CONFORM TO THE ISPWC SECTION 801. z NO. 1. 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL w AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. z 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON o 0 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR THE PLANS AND CONFORM TO THE ISPWC SECTION 802. PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 0- cn~ 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS WATER 16. PLANT MIX ASPHALT CONCRETE ON ACHD ARTERIAL AND COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2"), PG 64-28 Ld Ld MIX INSTALLED AT THE THICKNESS SPECIFIED ON THE PLANS. PLANT MIX ASPHALT CONCRETE ON PRIVATE STREETS SHALL BE > u DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX. z o0 RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING o I I CONSTRUCTION PLANS. WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 (ACHD SUPPLEMENT) AND NOTE NO. 1. SD-806. MAKE ALL SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED u o :D 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING cn o WITH ANY UTILITY CUT OR OTHER STREET WORK: w ``' PRIOR TO CONSTRUCTION. o cn 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, z AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND A. LOCAL ROADWAYS SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX AT L FROM THE BUILDING DIVISION OF THEE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 11. PRIOR TO BEGINNING INSTALLATION STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 2.5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 14-INCHES OF 6-INCH MINUS PITRUN, z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA WHICHEVER IS GREATER. J 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES B. COLLECTOR ROADWAYS (VICENZA/SAN VITO WAY) SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH z TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE (1/2"), PG 64-28 MIX AT 3-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 20-INCHES OF 0 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. ti 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE � ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF C. ARTERIAL ROADWAYS (TEN MILE ROAD) SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), PG w 0 THE WASTEWATER RULES (IDAPA 58.01.16). 64-28 MIX AT 5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 26-INCHES OF 6-INCH 0 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER MINUS PITRUN, WHICHEVER IS GREATER. :2 DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. DESIGNED: C. GRAHAM cl� 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE DRAWN: C. GRAHAM Ld 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. co SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES CHECKED: C. GRAHAM AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. QUALITY (IDEQ). Li 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND APPROVED: C. GRAHAM 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE PUBLIC WORKS INSPECTOR. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. REPLACE THE ENTIRE ROADWAY SURFACE. PREPARED FOR: 0 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS F 1 11 LLC � 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL w DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. PO BOX 593 of AND REGULATION. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE EAGLE, ID 83616 >_ PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE Q 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. APPROVAL IS GIVEN TO THE PROJECT. 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY v 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. J 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS BEGINS. RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE N yCONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD SEWER 19. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE DRAWINGS. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO O VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE Li 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS COMPACTION TESTS. WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, z c� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PRESSURE IRRIGATION Z Q o FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL J 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING O CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA CONSTRUCTED. OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Li 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE �_ z 0 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) LJJ 0 BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS AND THE CITY OF MERIDIAN WATER DEPARTMENT. w TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE W w COMPACTION. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT Q > v) ~ 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND THE WASTEWATER RULES (IDAPA 58.01.16). A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE M (z) w �_ W ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A w STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, . w C Z :D 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND _ PROPERLY DISPOSED OF OFF SITE. 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL z z NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA O 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY SITE CONSULTANTS LLC DATED 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). _Ln JULY 4, 2024, FILE NO. 24722-A. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES V) = HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO THE SEWER. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS J THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 0 7. ALL CCTVINSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF p0 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF g. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. THE WASTEWATER RULES (IDAPA 58.01.16). O 0 CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME 3: COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN g, ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE W CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. SPECIFICATIONS AND DRAWINGS. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. Q 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR GRADING/STORM DRAINAGE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND NON-POTABLE WATER. N STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE � 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, CSW PROJECT NO. 23007 PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF PRIVATE ROADWAYS AND TRAVELWAYS. DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. DRAWING DATE 11/06/2025 MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. w 0 coo w F_ m O J U w F_ U) N BOOK , PAGE ADERO PARK SUBDIVISION NO. 2 N Y o LOCATED IN THE NE114 OF THE SE114 OF SECTION 27, T. 4 N., R. 1 W., B.M.B J 0 AINBRIDGE SUBDIVISION NO. 8 I I d I `, Li BOOK 115, PAGES 17189-17193 BAIz CITY OF MERIDIAN, ADA COUNTY, IDAHO _W Q! E 0 NBRIDGE SUBDIVISION N0. 9 I I V. I 2026 > u ~ I BOOK 116, PAGES 17641-17645 BAINBRIDGE SUBDIVISION NO. N C1/4 CORNER BASIS OF BEARING ��'- PLAT NOTES L PLS 10279 I I I 10 BOOK 118, PAGES 1/4 CORNER POINT OF S 89°21'10"E 2651,04' w CPF#2020-099180 18069-18071 PLS 11574 rn O a/ � _ BEGINNING S 89°21'10"_E 556.97' Z - CPF#2025-069277 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY RESERVED ALONG THE rn un M (u ap Z I 1716.84' J � _ \\\ C �`\o - - --- FOLLOWING: O3 co k \ ��\\ ,�\\�377 23' 27 26 -TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED 24 J� �\� �1�c��11y\ -TEN(10')FOOT WIDE ADJACENT TO THE PUBLIC RIGHT OF WAYS OR AS DEPICTED Q rn O 816.45' p 1 I BLOCK 1 I 292,23' 1 I -THREE(3')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED o0 L .. U) 30' BLOCK 3 23 • 30'MCMULLEN LATERAL O p EASEMENT,SEE NOTE 16 i A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: a O N W 14 13 12 11 10 9 8 7 6 5 4 3 2 -TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED m I a_ 1 22 1 1 -THREE(3)FOOT WIDE SIDE LOT LINES OR AS DEPICTED UNPLATTED w a i 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES"NO AGRICULTURAL u O W. ANATOLE STREET - 21 14 y 1 I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED Z 1 - - - - - - •�s 1 • CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE • / •` 2 s o `er L6 1 j\ - (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE ' cf) �l 9 20 �� i _ _ _ rl PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN w • 1 y ` - � I W. MALTA DRIVE 1 N 1 AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." " I 8 BLOCK 2 1 p • y L13 i • -� •I I o Ow1 2 19 � / - o=oo L9 1 • 0 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF '1, \N 4 3 W 7 11 /� yi �' L11 MERIDIAN AT THE TIME OF RESUBDIVISION. I Oo I8 / 11 i 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE 11 OF MERIDIAN w = i 1 4 H 6 12 wp y' �� i CITY CODE. o N I 5 13 417 / 5. LOTS 14,24, BLOCK 1,LOTS 1, 9, BLOCK 2, LOTS 1,2, 14,BLOCK 3,LOTS 1, 10,BLOCK 4,AND LOT 1, BLOCK 5 ARE RESERVED AS 5 U / I COMMON AREA,ARE SUBJECT TO BLANKET CITY OF MERIDIAN IRRIGATION AND PROPERTY DRAINAGE EASEMENT,ARE NON-BUILDABLE UNPLATTED cn W I y 0 z ^ LOTS, AND ARE OWNED AND MAINTAINED BY ADERO MASTER HOMEOWNERS ASSOCIATION,INC. � � 1 _N I 6 U 4 14 16 Z o I Z Z I 30'MCMULLEN LATERAL EASEMENT 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2025-XXX. _ O 1 • U o0 7 I 3 15 I 15 J� y i 7. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE MCMULLEN LATERAL WATER USER ASSOCIATION SERVICE AREA U) Z BLOCK 2 I i 208-867-7631.IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS THROUGH A GRAVITY/PRESSURE IRRIGATION DELIVERY SYSTEM g 2 16 I�l `_ WHICH HAS BEEN APPROVED PURSUANT TO SECTION 31-3805 4 IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN SUBJECT orfI I I .I TO ALL ASSESSMENTS LEVIED BY MCMULLEN LATERAL WATER USER ASSOCIATION.ALL UNPAID IRRIGATION ENTITY ASSESSMENTS AREA O 100.00' BLOCK 49 I 1 1 "1: I LIEN ON THE LAND. z S 89 38 43/ E Lli _ - 14 • Z I • -- -• �_ _ 13 0 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH a �j j RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. of r i cr, U) o 133 • 1 p 941 1 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2025-XXX. o o w z N. LEVENHAM AVE 12 / I i N 9 10 11 BLOCK 1 / 10. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS INST. NO. 2026 XXX AND MAY BE AMENDED w __ ��` j 7 8 y l FROM TIME TO TIME. z • � 6 y y �Q 5 � I i 11. LOT 2, BLOCK 3 AND A PORTION OF LOT i 0, BLOCK 4 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. Lli w O c� •W\� �� y . THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER z 1 • 4 y LN y 10,2015 AS INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH i I I IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD 3 N. ARIA _WAY _ / T� PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM U , WATER DRAINAGE SYSTEM. yL66 i 2 y __o y o I C5 L15 �� 1 12. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL O • / 1 -' I GROUND WATER ELEVATION. BLOCK 1 UNPLATTED 1L68 F\\ y1 I DESIGNED: C. GRAHAM 70 /Q �J i 13. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO.'s 2025-XXXX AND 2025-XXX. �i� y �� \ �5.00' 1 1 N DRAWN: C. GRAHAM d 14. THIS DEVELOPMENT IS SUBJECT TO A CITY OF MERIDIAN SANITARY SEWER EASEMENT INST. NO. 2025-XXXX. N ui / 14 1 NTSI� N1 CHECKED: C. GRAHAM w 3Q i / `9d�L+ \ X50 l L7 W i ' 16. THIS DEVELOPMENT IS SUBJECT TO IRRIGATION EASEMENTS FOR THE MCMULLEN AND HUDSON LATERALS INST. NO.'S 2025-XXX AND `" •• �\ \ y1 j 1 2025-XXX AS SHOWN HEREON, WHICH ARE TO BENEFIT AND BE MAINTAINED BY THE ADERO MASTER HOMEOWNERS ASSOCIATION,INC. APPROVED: C. GRAHAM 26 A9��y 4#4 IIN 5.00'� v t\N z 17. THIS DEVELOPMENT IS SUBJECT TO A CITY OF MERIDIAN WATER MAIN EASEMENT INST. NO.'S 2025-XXX. o y J• � BLOCK 5 �v�' 20'HUDSON LATERAL EASEMENT,SEE NOTE 16 1 F o o • 9 �s� / • y�. 1y'T I I8. THIS DEVELOPMENT IS SUBJECT TO A ROADWAY EASEMENT INST. NO.2025-XXX. PREPARED FOR: Op � � Q°2 QD i / �� y Z i 5 6 92, • AA• 19. THIS DEVELOPMENT IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER MAIN EASEMENT INST. NO.'S 2025-XXXX. F 1 1 1 LLC PO BOX 593 Ld I w % i 1 V LEGEND I ; EAGLE, ID 83616 >_ C` • -- SUBDIVISION BOUNDARY LINE Q I o1 LOT LINE SURVEYOR NARRATIVE U 1 N - CENTERLINE J 1 ,y --- SECTION LINE I THIS SURVEY IS BEING COMPLETED AT THE REQUEST OF THE PROPERTY OWNERS TO SUBDIVIDE INTO RESIDENTIAL LOTS. I° ^' � i • I � — — — EXISTING DEED/LOT LINE I O 1 OL 1 LOT NUMBER y ■ r�I I Qo FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED � I I REFERENCES: w rn I O % FOUND ALUMINUM CAP �1 O N 1,6 UNPLATTED W I 1 SET 518"REBAR/CAP PLS 11574 I RI)RECORD OF SURVEY NO. 4473 Z 1) R2)RECORD OF SURVEY NO. 4481 z 1 I p CALCULATED POINT > PC t _ �1 I I R3)RECORD OF SURVEY NO. 12520 CEN$ S� Q �� IRRIGATION EASEMENT,SEE NOTE 16 �rn I R4)RECORD OF SURVEY NO. 8439 4V �P J li o ►" ='' r\ly I R5)BRIDGE SUBDIVISION NO. 9, BOOK 116, PAGES 17641-45 O I d I ( N o° R6)BRIDGE SUBDIVISION NO. 8, BOOK 115, PAGES 17189-93 a C O 1 C) ^r�� 1 R7)BRIDGE SUBDIVISION NO. 10, BOOK 118 PAGES 18069-71 w 1574 z I Z O �� I R8)COLEMAN SUBDIVISION, BOOK 108, PAGES 15196-98 c1�, ff/7/25 Jp z �n Qy _ o • o f `i I .r 9 ' 1� q w W OFF W a_ 1 i 1 f y1 i BE AG w > O SCALE I SEE SHEET 4 OF 6 FOR LINE AND CURVE TABLES m ~ w I • y/�� 100 0 50 100 200 1fy I N C�C J G ° 9,q5�%�� , FEET) I 2030 S. WASHINGTON AVE. zcn J z 6Q 2 ' = O 1 INCH=100 FT. I� • I EMMETT, ID 83617 p� i o' �,20 o �� (208) 398-8104 Q ' FAX 208) 398-8105 0 Qlcl-3 COLEMAN SUBDIVISION 1 1. �4-1roo� BOOK 108, PAGES 15196-15198 O Z) N. VICENZA WAYO 27 --- --- L2 I PLS 1010 banal�U/ eyl?f 3: -- W. MCMILLAN ROAD 27 26 CPF#2016-064167 �� W Ld 34 1/4 CORNER N 8805625"W --- --- ___ __2654.57' --- --- SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: U I PLS 10279 CPF#2017-116131 34 5 1 OF 6 1112025 AR JB 124014 124014-FP2 J 5 Q U N O N CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 O cl ■ 0 6 w F_ m O J U w F_ In N BOOK , PAGE cn ADERO PARK SUBDIVISION NO. 2 w o J Y L -wl >� a U p1 N J S 89°21'10"E 556.97' POINT OF BEGINNING Tl:-� - -- -- -- - -- -- -- -- --111 �0 - -- __ LU 405.41' 31.06'u, 28.95' 91.55' o M O I M S 89°21'10"E 415.97' 0 TYP un -^' i0 v o 24 M I p 0 N o S 89 21'10"E 100.00' .-i XO �20.00' 34.00' 32.00' 32.00' 32.00' 32,00' 32.00' 32.00' 32.00' 32.00' 32,00' 339.96' o r------------- d J CO LLj O - -TYP .� ---� I ----I --- 1 r----I r---, I----, r---, r---, r --- r-- `o o MI to I I^ I I y I I-� I� I IN I Io I I� I IM M I I-^ I Io / z -�I I N � � " o I to I I� I IM I� I to I Ico I Igo I lug Y I Ich I IcvoC I23 I ¢ D Cal� I I� I I� I I� I lio I lid I luj I luj I lui U I lug uju� • U 1 N m rn 1 IO1 h I I°1 I 1°1 I h 1 1°1 1 1O) I°1 rnrn 20.5' 20.5' nl RIOCKI" I_ I IU L S 86°50'44"E00.00'w Ln IWI Iw I ILL, I IW I Iw I Iw I lu, I Iw I IW m I IW I IWu, MERIDIAN WATER MAIN W 13 ^ 12 ^ 11 I^ 10 n 9 ^ 8 ^ 7 n 6 n 5 n 4 n i� 2 r------------- EASEMENT NO. 1 INST. I .y �o`� IMERIDIAN SEWER/WATER NO. 2025- 0)LLJ -+ 14 to I to I to I to I to I Io I to I to I to I to I too U I v 22 I MAIN EASEMENT NO. 2 INST. o I to I to I to I to I to I to I to I to I too °�0 0o bN I oI IL$80 ,y ZIz I Iz I zIz I Iz I Iz IzI IZZ UNO. 2025L--- L---J L---J L---J LJ LJ LJ L---J L---J L-- C-U) z0.00' 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 30.56' ^ ^) w I� �n 396.56' u, �3 /CEO V �'/ I -�� SCALE - 10'TYP l 21 I"� '-10'TYP a_ •N _ 4_ • - S 8903843"E 422.15' - _ - _N /-S) ° lv - - - w '/ L4;; 60 0 30 60 120 11'TYP 121.68' o W. ANATOLE STREET 300.46' 11, p Cn - • /r 3S8;?g 1 0 i - �� • • <s� i / N L6 of N 88.18' `� N W / G/ -_�\�O-��• 13'TYP • • • o tD • l % 216.63' Ch p - Lu -- R� I �� --Y- `�, G/ <S 20 \/ \ • • _ S 89°3843"E 168.50' - M I 1 INCHES 60 FT. ~ M - - - 1-- - -- S 89 3843"E 240.65'- - - - - - 6>° l - -� • ; a -1 } 13.04' 6.00' -- - 3�2 W. MALTA DRIVE 160.55' N o • ____________ I F---- 100.00-----� ---------140.65, ------- • ^ti/ I F /� ♦ / /� -, � I o I S 89038'43"E 100.00 - 20.5' 20.5' Q)l 8 I j BLOCK 2 10 /��b \\ r00Op,�� 14 ' • 1 • _ __ __ • C6 o c9 I 2 I I M1 I rn h \� / �_ • O w I M1 IM L-------------J L------------------// V S6�° 19 L9 I o 0 L S 89°38'43"E 100.00_3 L13 �0 / <<p • Z S 89 38'43"E i00.00' S 89 38'43"E 125.41' O oi-------------io NI 7 to N1 3 TYP 11 /V g I Ind r / N 3'TYP 3 I N I M N cq L-------------J LL - J \ I n'I S 89°3843"E 100.00;j"' _ `v -------------- � / /�l0'TYP 18 r 5 89°3843"E 100.00 S 89°38'43"E 114.60' 1_s / / J O of 4 to M1 6 I c\i� 12 3'TYP�IU V V/ e / 1p0,0 j�' (°~ h / /�/� z z c\i N _ I M MERIDIAN SEWER/WATER MAIN \ Q IMI IM .y L-------------J L--------------J C! b/ L I z O L S 89°38'43"E 100.00' J co -S-8-9 _ _ I V/ l / EASEMENT NO. 3 INST. NO. 2025 ~ w o M r S 89038'43"E 100.00 , r S 89°38'43"E 106.86' 7 / 17 / 15' � j� F-------------- c� 01 0l I� ___ \ U o O N o� 5 3'TYP�Io W d oo NI 5 i Ni 13 IV 4 L-S81°02' l� l w cy �p d v M M 10,TYP-+I O 45"E 10 / l z W �'� S89°3843"E 100.00_��l ^ I E~ �, -------------J L-------------J I -- Q.00' -- - - - - - \ o r S 89°38'43 E 100.00 ,LL, r S 89°38'43"E 102.08'40 a I -� / :??: -------------� ^c o U of of IN I I LJ I•� I 4 In I 14 to w t' �: U I / NTS \ z �_ N NI 6 IN o U M1 I� MI IU UI 16 �� I Q o IMI ° IM zl L-------------JV L-------------J Z F_ o L S 89 3843"E 100.00-J I o o z r S 89°38'43"E 100.00' o _ S 89°38'43"E 100.07' 1 0 L S 89 3843"E i 00.00_J I 20' •20' • / L4: \ J LL r-------------- of I of U . ................. ...... O z 1 0l to of 3 Iz of 15 to _ • .• ........... ... .•--------------------- o l 7 t o M I N I I J j j 1 a, a, I I _ / 15.50' 15.50 \ z fn ° IM L------- J L-------------J 00 -T N hl 15 Ih I V- \y O L S 89 38'43"E 100.00_J 1 0 0 , J J 1 ov �., I / / ♦ �.S` r S 89 38'43"E 100.00' S 89 38'43"E 100.00' rn I o I��// d / I \ \ o Q I �-------------� I of I al 1d' �-------------� \W W � d- U I o i I o I 2 1 �I I- 20.5' 20.5' L53 38'43"E 100.00' 1 ^ ^ I.-, MERIDIAN SEWER MAIN ^�I I c\i c°' 10 TYF BLOCK 2 16 / _ --______J L____ 97.31_____- rr S89 38'43' E 101.41' ^N 94 / O ML S89°38'4�E 100.00_J�' I --- 100.00 I n'I - �� • °j o 1 I I�l ' -� • o I ♦♦�- L6 --� p EASEMENT NO.3 INST. NO. -------- U 1 0 0 2025- 10,TYP -------10'TYP _ 0 1 S89°3843"E 197.3i' L45 C5ti / /r------------- Ko o I M I DESIGNED: C. GRAHAM a I BLOCK 4 10 20.5' 20.5' ^' C49 3 / I 1 z z Z ' O I`r1 9 I`r l u' 10 14 1 • i I DRAWN: C. GRAHAM _S 89°3843"E 100.00' ML S 89°3843"E 100.00; I F' N L46 0.� 1 w N. LEVENHAM AVE. • - - • • • C <\ 13 J T� C27 . 1 1 I S 89°3843"E 168.50' - CHECKED: C. GRAHAM N 22.00'V i40.39' 3.31' - �n pub, � s' I 6 _ w �� / - N `ram, I �- - �7.g� W. MALTA DRIVE 160.55' 45 APPROVED: C. GRAHAM Z \ �(� • C41__� C42--� r L47 C� rC" O L3� • `� 40 , i p,50 10 6 ' I I 1 1I - U • 50' a � � PREPARED FOR: Zo. � o '� � 9 �` w' I� I I� i i I10 `\ `\, i2 �./ / � F 1 1 1 LLC O �c C3��' \ I I� I I� � \A \ o O �'� G3 /Q. 32 <' II II I 1� t Iv �� / / / \ b cn ls�p �6 i 91ti C G38 I \� I ;o�0 8 I1 Im 9 10 11m 11 \\��s BLOCK 1 /,/ / / v- I 93 w �1 • G1 / �� \Wo II \r 7 II Im I 1 \o I \= 1 L I to I o I to \��' �,G�� , / \ P B X 5 \ • 0 L59 �A G31.' \ `\� `\w 6 I \rn I Io I to oo 1io `� L9 EAGLE, ID 83616 Z \ O<j // �� \Sw �\ \fn \ \\O I IO 11 I L_---J L_-----J L--------'' Q <\s \ \\ram 5 \o II \o _j I` 1 J C101 47.99' 28.51' C99 �� ' / L13 I //O ''\- 4 \\\foo \� \�_04 10,TYP `� 15.50_ 29.50' i ^<\s 10 TYP \\ <� \oo �� C - S 89°38'43 E 76.50' ::::::......•. :. : -:::::::::::::Z-�•U N L.1.1 I 3 \� o j 1 0 13'TYP N o 28'TYP I:{( :((::: : }: }: }:........:. :`:}}::}::}:::I ■ O / , \ \o o �10 S 89 38 43"E 76.50' (lye'/ C.1� w 8'TYP / \`F \ \ro j '��9 o N. ARIA WAY \ O 5 Z L15 Z Q • �20 / O J O ' F� �� BLOCK 1 \> ' / N 10 A` \ �9?�0 /'�� , Gti1 / �1 LEGEND W �� \ c� 14 v ' -- SUBDIVISION BOUNDARY LINE w / w w 1\ \ 90� ' / LOT LINE W w / (o Q 0 Ln / (, - CENTERLINE ------------ PUBLIC UTILITY, DRAINAGE,AND IRRIGATION EASEMENT W 9�'•tr �A / C:� SEE SHEET 4 OF 6 FOR LINE AND CURVE TABLES = C Q j � 6g°S�F\ :V 1 LOT NUMBER C 62 G SET 5/8"REBAR/G4P PLS 11574 2030 S. WASHINGTON AVE. Z J SET 1 2"REBA CAP PLS 11574 z h° `�\ ' / `� �A EMMETT, ID 83617ry pC O Q Z1ZZZT_T ACHD STORM DRAINAGE,SEE NOTE I1 10ENS Q,p - - - -_ - -- � (208) 398-8104 J - - _ - - ACHD PERMANENT EASEMENT,SEE NOTE 13 11574 , FAX (208) 398-8105 0 ZZZZ11llJ1� CITY OF MERIDIAN WATER MAIN EASEMENT,SEE NOTE 17 064 II/7/25 V V �OO� m 0ZD C ] CITY OF MERIDIAN SANITARY SEWER/WATER EASEMENT, SEE NOTE 19 ,r�,F� y�� d�U�t/e /� J 1-1-C WWW.SA WTOOTHLS.COM Ln � BEAG y � W w SHEET. DATE: DRAWN BY. CHECKED BY: JOB#: DWG#: U) 2 OF 6 1112025 AR JB 124014 124014-FP2 J Q U L0 N O N CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 w O ■ 6 w F_ m O J U w F_ U) N BOOK , PAGE cn ADERO PARK SUBDIVISION NO. 2 w o J Y L -wl (n U J > ACHD OFF-SITE STORM �ran o � DRAIN EASEMENT 2025- a La � O Mm � M Z p1 O O 3 rn Co LLI -. cn Qa5�Q5` O " o a @� m " w z cam° / 0, W �� `/ U �C�� cf)cn x y :3Q •\ y L63 4� NTS 3Q y/ Cti ��\C91Lu oz SCALE o s \ • �o 60 0 30 60 120 0 �6� • • Cal ` C9�k y ` 7 0 \y / Z26 6.1 Z oo fro I�// \ • �� QQ' \ ti� 2S�S;9F� w FEET) \ "'co92• \2.g8 h o z 1 INCH=60 FT. • ��a \ J r „�l � O \ O i �5 s` BLOCK 5 ) N 2�•�� U 2.00' 29\ � 0 1 h .v. I \ \ 6Q titi g rn • Lti z Q \ \ Q a I w \ \ INC 20, 1 CJ MERIDIAN SEWER MAIN U \ \ 31 1of EASEMENT NO. 4 INST. NO. u r 2025- —_ LEGEND LuLf) o M ~ \ \\ Cl I SUBDIVISION BOUNDARY LINE N O _ \ \ • 1 LOT LINE z F - LL \� I I CENTERLINE J O 13,n P I ;N PUBLIC UTILITY,DRAINAGE,AND IRRIGATION EASEMENT z 1 I I O I I I '-nn EXISTING DEED OR LOT LINE 2 I I b I to 0 � I 1 I 1 U 1 LOT NUMBER w Qo FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED N ^� I DESIGNED: C. GRAHAM p MERIDIAN SEWER MAIN I "' I SET 5/8"REBAR/CAP PLS 11574 1 �d N NOS2025T NO. 2INST. �I I ( d(W o 0 SET 1/2"REBAR/CAP PLS 11574 DRAWN: C. GRAHAM 1L, CHECKED: C. GRAHAM w I I •-,I r� z ACHD STORM DRAINAGE,SEE NOTE 11 �1ZZZT_T APPROVED: C. GRAHAM LLl I ° 1 ACHD PERMANENT EASEMENT,SEE NOTE 13 j i I o I I I CITY OF MERIDIAN SANITARY SEWER/WATER EASEMENT,SEE NOTE 19 [:_:_:_:_... PREPARED FOR: o I I �� ' i�l F111 LLC z l I a l I PO BOX 593 bi I I I I EAGLE, ID 83616 z 20'TYP�----I z 1 I I I 20' 120' U J J I I Y ' N 3: 1 1ruENS `AG,P O Ld N / ~ / � / �/ MERIDIAN SEWER MAIN (�/ � y a 11574 � Z z J / EASEMENT NO. 1 INST. / U / / \ NO. 2025- �� ti� 4) / t1�, 11/7/25� /may \ �ti ,OF1 ' Q o or , / �� 'FBEAG�'�' O M wLLJ Z � Lu W Ld cn156� A19 SEE SHEET 4 OF 6 FOR LINE AND CURVE TABLES m W MERIDIAN SEWER/WATER �o 600 9 2.::. :'.:'. :: MAIN EASEMENT NO. 1 INST. C 2 Q5 Q C� �o / • � N0. 2025E G �� o ,/ ° . . — . . — . 2030 S. WASHINGTON AVE. z ........................... o o — — — — — EMMETT, ID 83617 O Q z • rr ' °ls 7 Ln Z 423° (208) 398-8104 Q — — N FAX (208) 398-8105 � 0 a pq 700 Tco Y 9 O ZD z and 5u��eyr�q� ��C WWW.SAWTOOTHLS.COM V) SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: W 3 OF 5 1112025 AR JB 124014 124014-FP2 J U Ln N O N CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 O U Cl 02 \GE SFo ti 16970 — — — 11-6-25 C) F OF\OPT 1P� N — — — ° } - - - - - - - - - - — I NNEM.G�P 8 E _ � 0 50 100 200 300 ° 3 I I > uo I I °C > I 0 J A m I ' SCALE: 1 100' Z i °CIn Y I L` E I Z 1 ® J 0 Z _ , � T p - RR- - - i -IRR- - - - -IRR- ) I W E- -I R- - - - IRR- - - - -IRR- - - -IRR - - -I R- - - -IRR - - -IRR- - - IRR- - - ti LLI �B �8- T ET S` -' T�-Z -TR TB _ T v O TSB J DEMOLITION NOTES i i ------ --- 0) 1 \ l_ IIIII REMOVE EXISTING CULVERT / _-- I N Ln M a) co 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. UTILITY INFORMATION I / IIIII 1 / CONNECT TO EXISTING I E E O oo M p SHOWN HEREON WAS PRODUCED FROM A TOPOGRAPHIC SURVEY CONDUCTED BY SAWTOOTH _ I I / E a� I / CONNECT TO EXISTING I I I I _ / 8" WATER MAIN. SEE I E p z LAND SURVEYING AND INFORMATION PROVIDED BY GARDEN CITY PUBLIC WORKS. ADDITIONAL I 1/ 36" RCP IRRIGATION I �'' I°I I I l- / SHEET C6.0. CONNECT TO EXISTING I E x - O UNDERGROUND UTILITIES BEYOND THOSE SHOWN WITHIN THESE PLANS MAY EXIST. I II I t I O° �Vm w PIPE. SEE SHEET IRR1.0. / I /' �/ 8' WATER MAIN. SEE I ° Ln UNI / / SHEET C6.0. I O . " o2. REMOVAL OF TREES SHALL INCLUDE REMOVAL OF ROOTS AND STUMPS BELOW THE GROUND I \ I / 1 O ry or� I \ I I I1111 j I \\ - - - — Ij�1 m E w SURFACE TO FACILITATE GRADING ACTIVITIES ON SITE. ORGANIC MATERIALS SUCH AS TREE ROOTS I I I I �' I I ARE NOT SUITABLE BELOW PROPOSED STRUCTURES AND MUST BE REMOVED. \ / 5 �t I 111 � / J 1 I W. MALTA L / `n II �r ui 3. COORDINATE ANY UTILITY OUTAGES OR DISRUPTIONS IN SERVICE WITH AFFECTED LANDOWNERS / �� `� i N �J/ — S ss- ss- u AND APPROPRIATE UTILITY COMPANIES. / / \ I I I I I TILE EXISTING `� 1 cv \ \ I I I / CONNECT TO EXISTING ° F McMULLEN LATERAL. / 4. ALL IRRIGATION FACILITIES SHALL REMAIN IN PLACE AND FUNCTIONING UNTIL NEW FACILTIES ARE \ I \ I I I / / 8" SEWER MAIN. SEE ° w CONSTRUCTED AND APPROVED. I \ ��\ I I /J SEE SHEET IRR1.0. /�/ //�--� SHEET C5.3. I k Of I V CL x 5. RETAIN AND PROTECT ALL EXISTING UNDERGROUND UTILITIES ALONG THE TEN MILE ROAD w CORRIDOR UNLESS SPECIFICALLY NOTED OTHERWISE. 5 / O 6. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTUREuj RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL � FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE IL_ I ij REMOVE EXISTING b' j I � REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE / CONCRETE DITCH w COMPACTION TESTS. I • z REMOVE ±265 LF V) EXISTING VINYL FENCING I + _ 11��1 0 � I I \ / 1 i / l / p \ / I I I IIIII I / / �\ ,� \\ �// I I 0 I z [/ I -I IIIII j \\ice I I I a x � / /� j I j IIIIIII u w / I I IIIQIIj / \ // /// \� I / w p I / I 1 / \ RELOCATE EXISTING POND FEED. IIIII �� / I N Z - - M SEE SHEET IRR1.1. REMOVE I I Ilgll� 1 I J �_ _- ,_;-w• \ EXISTING IRRIGATION PIPE. I I (IIIII RELOCATE EXISTING / REMOVE EXISTING IRRIGATION w I I _ V \ I I REMOVE EXISTING /-- I I I CULVERTS / / z \ \ I ICI POND FEED. SEE STRUCTURE AND PIPES III _-/ SHEET IRR1.1. i ° Q --- ------ ------ �� / ° D w 0 // // -------___ I`� o Ss�\ o j I (III ----- - - \� r_ // REMOVE EXISTING CI 1 J Z / II _ - 1 i p II/I 1I I III 11N N � \\ J RR II,r` _ _� --- / �. -------- _T� / -- CULVERT -�`- GN Lo - m o I I I N IRR- - - - -IRR- - - - I - __ --- - - �� FB l T��---sg _B - _ Q III I I 1 \\\\ I -(IRR- - - - -IRR- - - L - - -IRR- - - -IRR- - - - �\ I I =_=-_= - --- - -- --- -- - is--=- �T � - ��-r- -- O - '�__�==� _ -- -3 - Tn Z w REMOVE EXISTING �� - _�' \--�\ _ I ° DESIGNED: C. GRAHAM \\� \ \I REMOVE EXISTING IRRIGATION \ 1 II \\ CULVERTS �\ \ \\ \ RETAIN AND PROTECT ) I fk `` - p \\\\\\\\\\\\��\ EXISTING POND 1111 I STRUCTURE AND DISCHARGE PIPE / I \ I ---\ REMOVE EXISTING \ I REMOVE EXISTING DIVERSION DRAWN: C. GRAHAM L<i \\\�\\\\\\\ \\\ l i l� I i I I I / I f l II I TILE EXISTING \� CULVERTS \� \ \ STRUCTURE AND CONNECT TO 0 \ \\ \\\\ \ \\ 1 1 1 I I / 1 `` 1 1 I McMULLEN LATERAL. 1 ` ' \ EXISTING 36" RCP IRRIGATION 1 \ w CHECKED: C. GRAHAM w \\ \\ \ \\� 1 I \ I PIPE. SEE SHEET IRR1.0. D \\\ \\\\ \ � \ I I J / I I \ I SEE SHEET IRR1.0. 1 \ \ \ / / I I \�\ \\�\\ �'cP I �I 11 \\ 1\\/ I E APPROVED: C. GRAHAM p REMOVE EXISTING I 0 ,\ � \ ,/ I IRRIGATION PIPE I ° w o !—,\`\��\\�\ 1 I 1 i ! \ ,' i \ I=I N PREPARED FOR: p _ —��\\ \\\\ 1 `n� o I I I I \ I \ I N Z F1 1 1 LLC w //;_______ `�\ �� \ iiN'il 'co, �\ ,/ �11 li II ,�\ i Lu I PO BOX 593 ZZ / �__---\ \\ / \\�� / / REMOVE EXISTING \ , \ \ I I EAGLE ID 83616 CONCRETE DITCH N �S — Ln J ~\ \ //// ` \\�\_ X`l� PLUG AND GROUT I / I I I 1 \\ I / N 1=1 I Y J BH I EXISTING SE INVERT I \ I h I I \ I \ Lo NOf If I I N I I ■ 1 I Ll�`` -� ❑ l 0 11 i/ ,/ I I TILE EXISTING HUDSON w I I \I �� 1 I N I / 1 N I LATERAL. SEE SHEET IRR1.2. I I �' O z \ i1 �� I \ I 11 ,/ I I I I U) ) 1 / 1 11 � I I I I I I (/) Q I II I I I� z J� ' H / / ABANDON EXISTING / I N c� \ /^\\ �� \ / IRRIGATION PIPE IN /,! i IPLAC j i/ /�\ \\ i 11 I Z Q Li- TOE\ // \\`J \ \ J III \ \ _ \ I I \ I I O OCC w - - Ems' \�\ �� ,� it-- REMOVE EXISTING I \ i'�\ \ I \ I I (n z Lu S w_ _ - \ ��S CONCRETE DITCH 1 I \J I 1 11 I II 1 Lu 0 Of p ss s(S� - -w ' \ `1 REMOVE EXISTING IRRIGATION I I - \ I I I -- PIPE AND STRUCTURES \ 1_ --\ \ I ° 1 LLI (/) REMOVE EXISTING IRRIGATION > z B_ �\ PIPE AND STRUCTURES `` .� FA _ a 1 CONNECT TO EXISTING z r0< \f� �� — ----\ 2554 8" WATER MAIN. SEE gLF —1 �\CT -- a---� \_\ SHEET C6.0. \\ N G N 0 Z CONNECT TO EXISTING S -- - -IRR- - -IRS - - -2555 , \ �zR' z �Q) \\ / \� WWI =_- - IKn- - -IRR- - S SANITARY SEWER MANHOLE. /y \�\ / ` = �%�� v� l 1 SEE SHEET C5.0. y ' \\��/ h°?�Il`��ji�!r��i� �\ \ \- 2554 _ h 1 ILA \�\�� L I__��/� \/ \ /-_ 1\ 3 ` REMOVE EXISTING IRRIGATION I I I V v r ° �'s == %� \- 2553 / 1\� PIPE. PLUG AND GROUT I EXISTING NORTH INVERT. -- _------ - - - - - - - - - - __ J/ � a, Y / �� / REMOVE 2" BLOW-OFF AND ` I S 3 I -IRR- - - - -IRR- - - - -IRR- - - - -IRR- - - IRR- - - - -IRR- - - - -IRR- - - IRR- R IRR- - V� / y�,`0 / f44 LF EXISTING 8" WATER � 1 I �— - � - - - � - _ _ I 1 3 S MAIN. ABANDON AT EXISTING I r r I I W W w 2 TEE. COORDINATE WITH I H� MERIDIAN PUBLIC WORKS. I 2 3 A I S / REMOVE ±45 LF 1 1 I a c� EX. 8 SEWER MAIN 1 I ®I bj o I N I N I } ° CSW PROJECT NO. 23007 I Q I O DRAWING DATE 11/06/2025 p I u I _ O C2m0 oLij ENS o I I I o CONNECT TO EXISTING I 1 16970 a 1- 8" WATER MAIN I I I I I I 1 1-6-25 �j z _v GIRR LINE 'A' 2� 3 pp OF VD Q� SEE SHEET IRR1.0 o� M. M GFZP� ~ - I =IRR- =IRR- - - -IRR=- - -IRR-ro - -IRR- - - -IRR- IRR- - I -IRR- - - -IRR - - - RR- - - -IRR- - - -IRR- RR<36 GIRR - - - - - - � <36"GIRR - - - - v� Y I •• - - - <36"GIRR RR � PI 4 P r - - - - - - 1 i 4 I 4 RI� � � � f� f� r � � � � � � � r- � r- � � I I � I - LL Ew N STUB 4" PRESSURE IRRIGATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I GIRR LINE 'A' W a SEE SHEET IRR1.0 I 0 JFOR FUTURE TIE-IN I I I BLOCK 3 I I I I I I I I I I I I I I I I I �, 23 I I w I \ Q L _—_- - - _ _ _ J 3 / L I 13 I I 12 I I 11 I I 10 I I 9 1 1 8 1 1 7 1 1 6 1 1 5 1 1 4 1 1 3 1 2 3 ; 1 — � � � 55 E MW E E �(� m O '� I I I I I I I I I I I I I I I I I I I I I I BLOCK 1 o I '`� STUB 8" SEWER MAIN a UT o o, b 22 STUB 8" WATER MAIN e o o ° ° XO " z STUB 8" WATER MAIN 1 1 1 1 1 1 1 1 1 SEWER LINE 'E' 1 1 ACHD INFILTRATION BASIN #1 FOR FUTUJEENT A ' L a FOR FUTURE EXTENSION o o m Lu �.FOR FUTURE EXTENSION 1 1 1 1 1 1 1 1 1 SEE SHEET C5.4 1 I I I I I I I 1 _ 31. CONNECT TO EXISTI IG D o 0 1 a � 0o GO L- _J L- _J L- _J L- _J L_ J J L L_ I— J L_ 1— — _ — — _ 0 25 50 100 150 — _ _ — —� SEWE D 3 m N w / 8" WATER MAIN a_ B.O. z 8„W 8„W 8"W SEWER LINE 'B' / B. w SCALE: 1" = 50' - W.ANATOLE ST - - - SEE SHEET C5.3 - - - - - - - - - - 8"SS> 8"SS> 8"SS> /� S \ \ \ \ � �. ) •IRR I , / I�w - - -=1 - - - - - - - - - - - - - - - - - - - - - - - - - 20 ACHD BIOSWALE #7D ,/ y _v - 8"W \ I 1 r - - - - - - - r — - - - - - - - - - �\ 1�I W. MALTADRIVE X I — — — — — I I ACHD BIOSWALE #2 I ACHD BIOSWALE #3� 8 1 1 10 / ,�i`� \ \ \ �//a\ / ___________ - - �SS> - 1 S SS o TLI 2 - - - - - - - - - - - - - - - - - - �/ v 0,0 19 \\ ' % 1 Lu - - - - - - - J - - - - - - - � r - - - - - - - - - BLOCK RETAINING WALL / \\ SEWER LINE 'G' W I o 1 3 a — — — — — I BLOCK 2 7 SEE DETAIL 4 SHEET C9.1 - - 7 / o B. SEE SHEET C5.3 D w m 1 1 1 �/ /.. 31.00' WATER/ D J ~ I 3 L - - - - - - - J L — - J / / • ' / SEWER EASEMENT z w L - - - - - - - J N - - - - - - - - - - - - 18 ' / CONNECT TO EXISTING I z o � I 3 - - - - - - - - - - �'� L /' uj 8" SEWER MAIN �I F - - - - - - - -1 v ao 6 �- 12 2 f -_ \� /. STUB 8" SEWER MAIN z 3 0- 1 4 �� 1 o a / \\ \\ /• FOR FUTURE EXTENSION STUB 8" WATER MAIN z V) L - - - - - - J L - - - - - - - - J m :.° -- g L - - - _ - _ / FOR FUTURE EXTENSION n v 1 I _ - - - - w / 17 �� ;'� ACHD BIOSWALE #8F I z oSEWER LINE 'D' Q 5 1 13 i L _ _ / / � F 1 w I SEE SHEET C5.4 L - - - - - - - J L - - - - - - - - �- - - - - - - r _ - _ - J / .- - - - - - r � — — � - - - - - - - -- — _ � I 3 1 Q o U. -u 4 1 SEWER LINE 'B' I N z 1 6 : SEE SHEET C5.3 16 1 z L - - - - - - - J L - - - - - - - a I :. GIRR LINE 'A' L - - - - - - - J - - - J � SEE SHEET IRR1.0 I Q L - - - - - - - - - - �, L _ I . z - - - - - - - - � 3 BLOCK2�_ I 15 v - - - - - - - - � w ♦ I 7 NI - - - - - - - - J� L - - - - - - - J L - - - - - - - J _' } 00 - - - - - - - � v MAILBOX PAD #1(X UNITS) L - - - - - - - J 1 Q F 1 o 4'Wxl6'L (VERIFY W/OWNER) 16 z 8 SEE DETAIL 5 SHEET C9.0 I a > STUB 8 WATER MAIN BLOCK4 - - - - J 00 - - - - - J L - - - - - - - � a' 1 z 30.00' IRRIGATION 12 0 FOR FUTURE EXTENSION _ PI 1 r - - - - - - F- - - - - - - - tea I .. EASEMENT 1 3 ACHD INFILTRATION I I 1 / 1 14 I I I DESIGNED: C. GRAHAM 1 PROVIDE KNOCKOUT FOR BASIN #4 I 9 / 1 I M DRAWN: C. GRAHAM 1 FUTURE SEWER MAIN EXTENSION L _ _ _ _ _ _ _ J :° .. °• a„W _ ;, � 13 I • ;' '' I I w \ pR1VE I 1 CHECKED: C. GRAHAM o ISTUB 4" PRESSURE IRRIGATION I �c �� EOIZA <g"SS \\\ ACHD BIOSWALE #7C 3 1 APPROVED: C. GRAHAM FOR FUTURE TIE-IN \ B 01 \ / - � \ I / 1 S 1 S \ \ \ / / 1 �/ '1 r r I I �I \ \� / �. -4 PREPARED FOR: o \ I I BLOCK 1 F 1 1 1 LLC 0 1 4 PI \ ,S � � � SEWER LINE 'B' I 1 1 I I \\ 12 \�/ / I � \/ / / / SEE SHEET C5.2 \ `� PO BOX 593 w � \ \ , I I I I I \ x 8 I I 9 1 I 10 I I 11 \\\ /� / ACHD BIOSWALE #8E I I EAGLE, ID 83616 Q \ y,�� \/ �\ \ \ \ \ I 1 BLOCK RETAINING WALL I I ACHD BIOSWALE #7B 1 9 <L / \ \ \ 6 \ \ 1 1 SEE DETAIL 4 SHEET C9.1 J SEWER LINE 'C b S LF / \ \ \ \ \ 1 ' / 1 X + SEE SHEET C5.3 \ SJ \ \ 5 \ \ 1 L J L — J — — — — / Y x G - - - - - - - - - - - - - - w fV x a ' /< c ��J / ^� ACHD BIOSWALE 7A \\\ , - _ - _ / � / I I O J J /a• �/ un z (� W 1 -� /. J CJ /° W �� L� \\ \ //• s — N.ARIA WAY =% Z Q ------ LL_ X �� 7 i �" /�\\\ 2 BLOCK 1 ----- Lu Lu o `�,�w� \ \ \a�4 / ACHD BIOSWALE #8D W o vv� C: A 1 \ V /, �e 3 W z 1 ��, /. > — w — = J 1 SEWER LINE 'B'� L = o SEE SHEET C5.2 / // m 0 ZD ULu / \ \��/ / / I I DC \ Q ACHD VERTICAL SAND FILTER #5 //° / _ �� ,�q \ / ;;% ACHD BIOSWALE #8C ® -I R- I - c�~n \ /° L� - - �FRo 7 I z J z STUB 8" WATER MAIN / r8y Aq O J FOR FUTURE EXTENSION S j/ SS Rk CONNECT TO EXISTING D L qVF '- 36" GRAVITY IRRIGATION 1) 1 \� 3ce PROVIDE KNOCKOUT // \\\, �` ��= I I 0 W 1 FOR FUTURE SEWER NMAIN EXTENSION j j/ \ \• / �� I I O GD O BLOCK 5 � - / / \ Nam= v q O 3 W- INSTALL BLIND FLANGE -� 20.00' IRRIGATION Q F� �, FOR FUTURE PI EXTENSION / \ STUB 8" SEWER MAIN EASEMENT J J / FOR FUTURE EXTENSION v ` BLOCK RETAINING WALL / INSTALL BLIND FLANGES '� � SEE DETAIL 4 SHEET C9.1 SEWER LINE 'H' GIRR LINE 'C' N WEST AND SOUTH FOR 'I SEE SHEET C5.2 SEE SHEET IRR1.2 3 � FUTURE PI EXTENSION \ � : �� CSW PROTECT NO. 23007 DRAWING DATE 11/06/2025 C� Q' o MATCHLINE - SEE SHEET C2.2 0 C201 0 30 p p. m �S/RRi I "S .,AGEF4 ti� O / GIRR LINE 'B' SEE SHEET IRR1.1 16970 �11-6-25 r I \ STUB 6" PRESSURE IRRIGATION TORE PHASE �O,Q�gTFOF\OP�P,�P� L� \ FOR FUTURE TIE—IN FO IRRIGATION INTAKE/ \\ SCREEN BOX #1 N 0 25 50 100 150 cn , PRESSURE IRRIGATION PUMP V Y m�o 1 \ STATION #1. SEE SHEET C7.2. o �+ I LW I SCALE: 1" = 50' � J i DAYLIGHT 12" IRRIGATION Z �� w FEED TO EXISTING POND —1 W o N � � I I 1 LLIW 0) J 1 I I 1 PRESSURE IRRIGATION PUMP I a, o STATION #2. SEE SHEET C7.2. INSTALL BLIND FLANGE a N o M00 LL. FOR FUTURE PI EXTENSION co , O 12" IRRIGATION INTAKES + 1 W X Q °�1O z l o � IRRIGATION INTAKE/ � w o I i 11 1 SCREEN BOX #2 J L cn U 00 1 = a p (g) o lh�w I I 1 m E � 01. w o 11 -01-° o II 1 cn I INSTALL BLIND FLANGE x Of x w 120 00' pp, MT 1 FOR FUTURE PI EXTENSION 6 Q\ �RFt1GAT10N 1 � o HIGH WATER LINE I I 1 w I 1 0 z � 1 w o ov POND EASEMENT I I 1 1 FUTURE PHASE m m mom m/iw\A* Elie -sli- m m m m m L)(10' FROM HWf I 11 1 MATCHLINE - SEE SHEET C2.1 j g o I 1 INSTALL BLIND FLANGE \ s I ': 11 FOR FUTURE PI EXTENSION I o ~ N w 1 'A U I� I \ \ s I I w O � \ to z � � � � \ \ I I � cv cn \\ \ _ _ _ / / \ I. ACHD BIOSWALE 8B < �M_ _M— — / INSTALL BLIND FLANGE 14.00' GRAVEL # a — _ \ FOR FUTURE PI EXTENSION ACCESS DRIVE I z — — — — \ ACHD BIOSWALE #613 w \ \ 20.00' SEWER o w MAIN EASEMENT I ; p \\ I I } oui C \\ SEWER LINE 'B' ORE PHASE I ¢ DESIGNED: C. GRAHAM O I \ \ SEE SHEET C5.1 FO m I ¢ ��I DRAWN: C. GRAHAM w I \ \ w I Iz vl \ I CHECKED: C. GRAHAM Ld ADERO PARK SUBDIVISION NO. 1 \ rovo) I " APPROVED: C. GRAHAM \ V Z \ FUTURE PHASE PREPARED FOR: o I '. I F 1 1 1 LLC x \\ W PO BOX 593 >_ BLOCK RETAINING WALL EAGLE, ID 83616 z SSS�( \ SEE DETAIL 4 SHEET C9.1 J \ s J �PY \ O EF \ (D L$ss •.. cp / O w E- cp Up \ / �l N _ \ \ PROVIDE KNOCKOUT FOR / S �G ACHD BIOSWALE #6A ACHD BIOSWALE #8A FUTURE SEWER MAIN EXTENSION z S P \ SEWER LINE 'B' ;;% Z Q ss x p \ / SEE SHEET C5.1 / z z Ld Lu LLI _ -3w 0 J 1p \ \ G ��( ,ice / Li cn \�J C \ s �� `�/ s �N i N W �C oti � \ s , , 0 �� i z �p� FA /\ <8"Sg SEWER LINE A �0� � \ / /o w w 9p y'� �p c / s G SEE SHEET C5.0 p\N R2�'F / ec�s \ �6 Q/ M STUB 8" WATER MAIN — L LI 25 SEWER LINE 'A �, B. FOR FUTURE EXTENSION z z SEE SHEET C5.0 o 8"W STUB 8" SEWER MAIN O c/i s ¢8„ �9 / SS — FOR FUTURE EXTENSION — N LL -10 ~ \ \ ib 1�J, / SEWER LINE 'F' LL CL J ��\ \ ��J'G� 6/ SEE SHEET C5.1 Q 0 STUB 6" PRESSURE IRRIGATION m / \ \ / Z �� FOR FUTURE TIE—IN O ZD / �� \ �i Ln / \ CONNECT TO EXISTING W w CONNECT TO EXISTING i 2 � � n " 8" WATER MAIN ~ Q SANITARY SEWER MANHOLE �� cn Q CONNECT TO EXISTING J T �� / _ _ _ SANITARY SEWER MANHOLE N y In / yP Q}� ✓ \ E cv CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 C� S I —IRR— — — —IRR— — — — —IRR — —IRR— O C202 N ABBREVIATIONS o��1_1ENSFO = CL CENTERLINE EX EXISTING GROUND 16970 FFE FINISHED FLOOR ELEVATION 1 1-6-25 � FG FINISHED GRADE cP v o FL FLOW LINE - - - - - - �� 9T�OF\OP� Q� ��NNE M.GAP � GRVL EDGE OF GRAVEL - - - HP HIGH POINT 2556 - 2556 INV INVERT ` - � 0 25 50 100 150 G - �•�c � IRR ME MATCH EXISTING Z$ -' _ s2�- y J RIM RIM ELEVATION �,�°��` h��6 ��°' ��h �p 6 �60°' p�ti 6�h 6,�0 ptiti p�h p�0 6y� ti� I 2yy TRC TOP BACK OF ROLLED CURB �h �yh �yh �yh �yg tiph� N Y SCALE: 1" = 50' TVC TOP BACK OF VERTICAL CURB FG FG (l y# TOA TOP OF ASPHALT 55 I I I Fo 23 ?S� 0 TOC TOP OF CONCRETE � W �y w I a 3 12 11 10 9 8 7 6 5 4 LL ~ GRADING NOTES TNN 2 NN � � � ° 2555 I c, J ACHD INFILTRATION BASIN #1 i F� BLOCK 1 I ' D ?S s 22 > 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR TO STARTING j p L WORK. S S S S S S S S S S S S S �. � S ,c� S � S `L '� csR M o � o M, ��, Ss, sty, G?, Sid, X,, ��, �S• ��. �,q• >j. 6� �' I �p p� 0 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL o p c iD zo REPORT. Fo ' p - rn B 0 / ® W.ANATOLE STREET yy6 21 C.O. g,0, m0 U) v 0 N 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND FOLLOW THE - _ - - - Zy - _ � - - - - - - - - - - a �dj Of O ® TOSS ACHD BIOSWALE #7D - ,� T?SSS m N RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. O .� Li FO 2554 c sss• / ��A c IRR9`9' 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY BOUNDARY. NO DRAINAGE FG �s O 5 TOW - w SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. .c ?SSR j ��`O. `rROs �yyya 20 2557.18' // y - ®® - �-- - I a' E•, 0 W. MALTA DRIVE ~ 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE EXCAVATED TO 2555-- - - 555 - �v SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. ? ACHD BIOSWALE #3 BLOCK 2 SSS T ACHD BIOSWALE #2 FG ?SS / LO cn s I F R c r c ,� / — 4 - - m SS Tc 2 1 8 B6+• 10 �` `SSR 00 89, / N li w 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH THE GEOTECHNICAL �j, 2 ,c� SSR p� �' �j, yy ' Tow / /� G 6 p• 0 0 o yh ' 2 BLOCK RETAINING WALLby gh I o REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO o• SEE DETAIL 4 SHEET C9.1 2557.34' �� \ `L `L ti w PLACEMENT OF FILL MATERIALS. n / F�' F o �' USSR �c �S �Ss hh h`�`O/ ./' C.O. B.O. W 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL USED FOR SITE ISSs �o �s pp 7 sue, 1 1 TC, sR GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL HAVE A I ILu � 3 �c ssos° �hh R� �� 18 TOW ' / / I z a MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER I �yy / 2557.52' ACHD BIOSWALE #8F o TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. ? FG SSS ,�. / / / z Cf) 6 SSS Tc �S .� `Soo c 12 �c SSR ;c•SSS ° ' z 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPED R,�. 4 �c ss, gh' ss• c Rsr,, (0`N Li MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PER INSTRUCTION 2555 1 yy199 ••. o BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED LOCATION. C, �S I I Eo 17 Z I U �S 5 SS C' 13 .�SSS �6 - 2555 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION ssss'`o 5 c�sss hy�� 's o Ass O �yyk. -2525 �`c�ssR, �o� OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER 55 / z THE CONTRACTOR SHALL FOLLOW CITYTED ANDBY POWER BRUSHING AND HAND DEQ EROSION CONTROL PROCEDURES.BR UNLESS OTHERWISE APPROVED BY THE CITY. F�' SSS 2 a ti o Q ss 4 s2 14 X sss . z I I MATCHLINE -SEE LEFT 6 .� SSS h` I E G� O Z 16 �S o� G FG a CD 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND c o9 °' Q �h s ' m FG �c sso OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. p h '� cn G �S Q �yyy� I � I w o z 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT. ?sss `c 7 .c��SS I u °�� 3 SS,S c 1 5 c2sSS z / I I TOW FG `SS �` oo FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST r'os• o x J h �R• 2557.19':' c N L s9, . u by 15 �S Q h� I I jK• w = RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. FG .��, sS �o �° ~ ? BLOCK 4 z G BLOCK 2 SSS ,c• 1 1 y 5� �R, ��0 Q Fp NI z L� 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SSR �c �S F 2 SSR �' 16 '��SSS 2yy �l`° ¢ , w PROPERLY DISPOSED OF OFF SITE. R,, „ z o� z w I pDc' I li 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY SITE Q 1 1 2555 "c ACHD INFILTRATION 2555 o o �, ti o Q CONSULTING LLC DATED JULY 4, 2024, FILE NO. 24722-A. F 6 I. 111 ACHD z 0 a o BASIN #4 Z F 0� I srs, c 9 �c?Ss� �6y sr,, SR l.�G SR• ��. ��. �g G I BIOSWALE #8B 0 16. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE w �. S by ti F RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL J �yh .c��SS o ' �" _ �- " 13 I ACHD BIOSWALE #6B �Gd ;!''�G ' FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE z c AS, .. O Ss\'"c ACHD BIOSWALE 7C I h hp DESIGNED. C. GRAHAM O REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE yy� yy� COMPACTION TESTS. FG s c ' ; l oil "ti DRAWN: C. GRAHAM Ld O B.01 �,�0 N N 6'• ///' \i ?SS �. 2555.25' � ?`SS TO \ hLn S� c BLOCK 1 G ss I CHECKED: C. GRAHAM � 'oLij 1� cv / SS ,�. SR cc SS Tc G• FG 2 / ' ' F 6•. �� `� g y SSA '`'c '`�, c 9i• o�• APPROVED: C. GRAHAM cn 12 o I. FG 29. 255-7 1 A' RS''c ��G Fc�° O tiy u- rn/ 'SD N �p�1P / 2554'05' I 9 10 1 1 ACHD BIOSWALE #76 FG •. / ACHD BIOSWALE #8E �F s>01"- � ';I PREPARED FOR: o 1� \�' , � N 2 FG 7 8 BLOCK RETAINING WALL o h �ss ;' I . � z I F111 LLC o_ � 55381, SEE DETAIL 4 SHEET C9.1 �� / p�L I PO BOX 593 a 6 '� c, FG �`' �`' �`' '�• / ti� SS �`� 1 f EAGLE, I D 8 3 616 \ \ FG °j �� l I ob p� N BLOCK RETAINING WALL Q ?553 56' \r' 5 tie 4p of a h� hgy �h�' / I � ® ss �, �•,, ti`' ti SEE DETAIL 4 SHEET C9.1 I U FG 1 G "� CJ C 2554.23' `L- o �n 2557 2 - /Q F� i d `� �_ `SS O — -Ss oiyT_-SS O�_SS Off . �• / �hgL �SSs �O`L /� 2554.37' \ -� �" cc;J cj J J FG / 2553 8j G aoo �o� 8�s' - ¢ S6, S9, ° FG �R l tl R,, �' c Jc�J �j ACHD BIOSWALE #7A Toft� ws o�i s• __ _________ ____ O J is CJJ `� �/ / 0 \ N i 255j 5 CJJ ems , row�. 4' h�� — — 2SS � r I �;K w ^ J. J CCJ 255 FG / a -ti Fp W.ARIA WAY `SRs,C i ,�� I •° yp,• gyp,• O 2557.30 F_ _�, J / — — 3 aw — — o\ - - yh��. 2SSs Illy ply by — — — — / b N TOW �'� ------------- ----------- --- O FG �,V`�, �` �.� / 2 BLOCK 1 � 00 2557.05' i �' F�' ?,.. z `/> 7 2553.79' FG N TOW'% LL_ - _ FG 2553.73' 1 rn 255729' / ?s' ACHD BIOSWALE #8D ACHD BIOSWALE #6A �'tn CL 2555 'n '- S• 2 - - - - _ pGS289' V / z — _ — _ — — i`. M� — 2557.4T — SSR .�G,_— — O - - 2553-J1 �' - - -FG - 2555- z W 555/ - 2553.92' -- 2��3 N= �g`O% - =9R-- M / / ACHD BIOSWALE #8A > C uj tL t,4 \S S /T �S LLJ N r Q q�FROA ACHD BIOSWALE #8C Ln W �QO N N \ q,P� N• ,oG'SS294, /° Z z ACHD VERTICAL �M% o,- �pN 9VF / i, M w SAND FILTER #5 N ,�`V% - / Q N /Q /o0). 0 // FG ' Q / (\/ FG ti��y5 o 0 2553 93' / 7 / \ N�� LO 0 2 �� N H I � ` 62 z B.O. TOW.` o c)/N F S`S3 i� FG F / gp \` N u_ C 23• - � -2S� 2554 25 G O V Lo 2557.01' 2 ,�co S 10' S3, N� O \1TOW• N 5' SIDEWALK 8 / 0 N2557.15'� PAD y/ �2854 10FG ELEVATED 4" ABOVE BACK OF I / � 3 GD Y Fc F ti� o Sss / • �� SIDEWALK (MEASURED AT CENTER OF LOT) L, // N �� FG B.O. O O 2\366 G �Ss� /��• ZD C.O. I I / �tOa 3 �(0 ® p 54 W0' 25 � nd � 2553.83' TOW / �, / / 0 o� ' BLOCK RETAINING WALL F 1 N \ O C.O. W Lij �� SEE DETAIL 4 SHEET C9.1 FG 2557.33' / 1 I I / o - - - BLOCK 5 255395, v vo n 10.00' 15.00' a' 77 N MATCHLINE -SEE RIGHT N�} CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 TYPICAL LOT GRADING DETAIL 1 p SCALE: NOT TO SCALE C3.0 0 o N S�orwL E 0�� GENSF� 16970 �11-6-25 J I -IRR- - - -IRR- - - -IRR- - - -IRR- - - - -IRR- - - -IRR- - - I IRR- - - I -IRR- - IRR - - - - RR- - - -IRR- - -IRR- - -I R c~n 0 25 50 100 150 `6 E _ - 2556 - - - - - - - - - - NN M.GAP -7; - IRR co - ACHD INFILTRATION BASIN #1 I 0 SCALE: 1" = 50' TOP AREA=1900 SF I v' BOTTOM AREA=600 SF N Y BLOCK 3 DEPTH=3.0' 23 100-YR VOL=3,150 SF � I SEE DETAIL 3 SHEET C9.3 1 I E W E w I a 3 12 11 10 9 8 7 6 5 4 2 E "" �i o STRUCTURE TABLE STRUCTURE TABLE / , 2555 BLOCK 1 I e UT U f 14 LF 12" PVC 02.00% s ��' °O > D ❑' > STRUCTURE NAME: DETAILS: STRUCTURE NAME: DETAILS: �,y oo, 22 I e o o 0 L � O C Q25A tih`'� SDMH #1-1 p ° ° LI Y� Ln co CB 1A RIM=2553.33 CB #7D RIM=2555.04 Q100= if14 LF 12" PVC ® 1.00% I I � _ m o # 12" INV OUT=2551.02(NW) / D p �' z CB #8A RIM=2553.18 t44 LF 12" PVC ® 1.01%- XO o RIM=2553.21 B.O. m L �. N CB #16 12" INV OUT=2550.72(N) CB #8B RIM=2553.08 ® 21 C.O. B.O. 1n v 00 /-// ® - W.ANATOLESTREET - - - _ - - - - - - - - - - O @) p CB #2A RIMLjj =2553.32 CB #8C RIM=2554.11 O ® - W- - _ m >_ / CB #1 A i,� .� RR w z CB #3A RIM=2553.78 CB #8D RIM=2554.69 - - - - - w Q25=0.76 CFS v ' Q100=1.07 CFS `� - u RIM=2553.23 CB #8E RIM=2554.15 - - -�1 - - - - - - - - - - - - --'� - - T'-'- - - CB #1B / / Y CB #4A 12" INV OUT=2550.98 NW \ / W. MALTA DRIVE �- ( ) CB #8F RIM=2555.04 1 2555 �2Ss� Q100=0.8 CFS CB 7D /. � CB #2A � Q100=0.94 CFS Q25=0.34 CFS s S , � RIM=2553.23 I 1 ACHD BIOSWALE #2 Q25= r \ / - RIM=2553.27 / 8 0 Q100=0.47 CFS / __ - RR w CB #46 12" INV IN=2550.86(SE) ACHD BIOSWALE #3 � TOP DIMS=14'Wx216'L Q100= � � r 12" INV IN=2550.58(S) TOP DIMS=14'Wx88'L / Ln BOTTOM DIMS=2'Wx204' 19 cl� 12" INV OUT=2550.86(NW) SDMH #1-1 ,� / Q D_ 12" INV IN=2550.58(SE) BOTTOM DIMS=2'Wx76' / N \ x DEPTH=2.0' / W I 0 w RIM=2552.30 12" INV OUT=2550.58(N) DEPTH=2.0' * * 100-YR VOL=2,106 CF CB #5A I I ACHD BIOSWALE 7D / °, C. B.O. D LL+ 12" INV OUT=2549.96(NW) 100-YR VOL=1,408 CF 7 SEE DETAIL 1 SHEET C9.3 TOP DIMS=8'xl32' J 0 RIM=2553.83L L O SEE DETAIL 1 SHEET C9.3 O BOTTOM DIMS=2'x126' % ,;-" W = RIM=2552.30 SDMH #4-2 12" INV IN=2550.74(SE) / z Q 12" INV OUT=2550.74(NW) I I ' 1 DEPTH=1.0' / I "' a � CB #5B 12" INV IN=2549.85(SE) BLOCK 2 100-YR VOL=630 CF z CD Cf) 12" INV OUT=2549.85(NW) RIM=2552.90 I 6 12 SEE DETAIL 1 SHEET C9.3 /_ " CB #8F z CB 6A RIM=2553.18 12" INV IN=2549.75(SE) 4 /; Q100=0.0 CFS I I o w # SDMH #5-1 / Q100=0.56 CFS = 12" INV OUT=2550.50(NW) z0 CB #6B RIM=2553.08 12" INV OUT=2549.75(NE) r r 17 / Z 0 I 5 13 / / ACHD BIOSWALE #8E g CB 7A RIM=2554.11 RIM=2553.03 � # 5 .° O / •• / TOP DIMS=6'x171' � SG TRAP #5-1 12" INV IN=2549.65(SW) I 1 BOTTOM DIMS=2'xl65' w CB #7B RIM=2554.69 18" INV OUT=2548.80(NW) I; / DE T =1.0' =825 CF o Z 0 CB #7C RIM=2554.15 4 14 Z 16 I SEE DETAIL 1 SHEET C9.3 MATCHLINE -SEE LEFT Q w w 1 z 6 1 a ❑ > m I ' u Q I L ~ LL W r cn 3 1 5 / I O z 7 1u / w I 'J z I I M 1 15 Lin°n`Lnn > I N Ln u o w Z BLOCK 2 1 1 N~y Q I Q BLOCK 4 z ACHD INFILTRATION BASIN #4 2 16 Q i w O 8 z TOP AREA=4,215 SF O > BOTTOM AREA=812 SF I I J DEPTH=2.5' + +11 CB #7C ;'I inn g Q25=0.48 CFS `nn 1 I o Q 100-YR VOLUME=6,057 SF I 1 NN. I, z / Q100=0.67 CFS o Z SEE DETAIL 3 SHEET C9.3 I 9 \ ; } I CB #6B > W Q25=0.36 CFS o / W.EDIZA DRIVE - Q100=0.50 CFS CB 8B .- ACHD BIOSWALE 7C I " # z \ r s f- s \ TOP DIMS=8'x217' CB # Q25 0.42 CCFS DESIGNED: C. GRAHAM O ® r BOTTOM DIMS=2'x211' Q25 0.41 CFS \ � ro N DEPTH=1.0' / l ACHD BIOSWALE \ DRAWN: C. GRAHAM n n n �n TOP DIMS=8'xl67' I' w O e.o� \ n n n Ln ,! 100-YR VOL=1,055 CF Q100=0.57 CFS CJ N N N J s ��',� BOTTOM DIMS=2'xl6l' CHECKED: C. GRAHAM � � SEE DETAIL 1 SHEET C9.3 / ' � �� y h° ±24 LF 12" PVC (� 1.00% DEPTH=1.0' . • \ l• o � BLOCK 1 / / 100-YR VOL=805 CF ❑ � APPROVED: C. GRAHAM h / ..�c SEE DETAIL 1 SHEET C9.3 I a g / / 12 h`oo ��° 1 } ACHD BIOSWALE #8B ° �SDMHp#4-2 / ACHD BIOSWALE �� N� / Z TOP DIMS=8'x236' O \� / 9 10 TOP DIMS=8'xl56' / ACHD BIOSWALE L8E p ;;I BOTTOM DIMS=2'x230' PREPARED FOR: \ CB #4B g /, TOP DIMS 6 x243 u DEPTH=1.0 0o .� BOTTOM DIMS=2 x150 I F1 1 1 LLC Q25=2.24 CFS 7 / . ' ,-' BOTTOM DIMS=2'x237' 3 100-YR VOL=1,150 CF � \ Q100=3.13 CFS/ CB #7B DEPTHR VO / DEPTH=1.0' I ° ' 1 I SEE DETAIL 1 SHEET C9.3 PO BOX 593 ° 100-YR VOL=750 CF 6 Q25=0.14 CFS SEE DETAIL 1 SHEET C9.3 / - 100-YR VOL=1,185 CF EAGLE, I D 83616 CB #4A Q100=0.20 CFS / 1 t SEE DETAIL 1 SHEET C9.3 z \ Q-0.98 CFS 5 Q �° ® Q100=1.37 CFS / LF 12" PVC ® 0.50% CB 7A / =0.35 CFS # 2557 - - - - - - - J ` (I 1 c�J <`JJ � / � �� „\ � /Q100=0.49 CFS cJ E 13 LF 12 PVC ® 1.00%, p ) i:• Cj`�C J \/ ACHD BIOSWALE / `n ■ 3: �.CJ rjJ TOP DIMS=8'xl38' i - - ~- to to " O w ^-� J• J CJ � BOTTOM DIMS=2'x132' �•• --- � W. MALTA DRIVE ~ / I CJ 0 ACHD BIOSWALE #6A DEPTH=1.0' S _ Ln 2555 - - 100-YR VOL=660 CF TOP DIMS=8'xl54' I BOTTOM DIMS=2'xl48' z � `' `,�' / SEE DETAIL 1 SHEET C9.3 / DEPTH=1.0 I I Z Q O �I `",� / 100-YR VOL=740 CF / J L� �� - - `�' / /. / SEE DETAIL 1 SHEET C9.3 Q25O - c�' � < -�'� -"" - �° _ _ - - � /. - - - - - CB #8D ACHD BIOSWALE �8D /•° _ FS _ ACHD BIOSWALE 86 CB 6A TOP DIMS=8'xl84' Q10000.20CCFS BOTTOM DIMS=12'x150' # � � _- s �_ - - - - - _ _ -- - - - - - - CB #8C Q25=0.30 CFS BOTTOM DIMS=2'xl78' z z O - - Lam= ___J� /�� - - - - - _ Q100=0.9 CFS DEPTH=100-YRIVOL=750 CF Q100=0.42 CFS DEPTH=1.0' w Q cl� n ®_=f10 LF 12" PVC ® 0.99% _ _ _ - - - ;-, Q100-0.54 CFS C - -_?- - SEE DETAIL 1 SHEET C9.3 / :,/ 100-YR VOL=890 CF G J o "��f SEE DETAIL 1 SHEET C9.3 W = ACHD VERTICAL SAND FILTER #5 p oo SG TRAP #5-1/ - •q °. / �� Q > W TREATMENT BED: 5'Wx100'Lx4'D o s - �J� / - �FR /. ' O �s �\ \ O ACHD BIOSWALE 8C CB #8A M Q[ V cn PERCOLATION BED: 18'Wx100'Lx4'D 4� ; / P� � \ AIR / TOP DIMS=6'x190' ° / W 100-YR VOL=2,885 CF �l _ k S /° z SEE DETAIL 1 SHEET C9.2 �� VF / BOTTOM DIMS=2'xl84' S3 Q100=0.2 CFS = Q y� - _ / / Q100=0.45 CFS � / / � DEPTH=1.0' / _ � � � z O 100-YR VOL=920 CF SDMH #5-1 j SEE DETAIL 1 SHEET C9.3 Q / z � t 13 LF 12" PVC 00.80% � CB #5B Q25=0.69 CFS / / 0 J Q100=0.96 CFS GCB #5A BLOCK 5 � • Q25=0.90 CFS / Y Q100=1.25 CFS O i 5tiie ' / O m B.O. ss� C.O. i ® ®O LLJ / 1 1 % C.O. W (10 o MATCHLINE -SEE RIGHT N CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 N 0_ 0 c 3 . 1 m ENSF� KEYNOTES a_ 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 16970 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. �11-6-25 v 0 20 40 80 120 O2 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR ACHD SD-712H OF �QjE F GAP (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". HORIZONTAL SCALE: 1" = 40' J O NOT USED THIS SHEET. VERTICAL SCALE: 1" = 5' rn ® INSTALL SHALLOW INLET PER ACHD SD-715. O Y J � _w � o J D v U C�N M O � of X zo 0 rn mL N SITE KEY a m o w 1"=250' fu a_ fu Li u Z L Li u m a_ X W o ` SEE SHEET C4.2 W 0 W 0 BLOCK 5 i w Q I 3 cf) ' ui sx 0 _,,, 1 G Li z 2SS4o�21� Z a ��91 0,51 c=� BLOCK 1 O 92�, `y5 �6y�`O 4 > Co 2 �8 2 �y5 �'Ik o ~o 'n / \ r't3` k //� ��emu, A`o �C' 2 —� ° �\ G 5 z O a) �L1% 17+00 0 ACHD BIOSWALE #7A �j w N \ / '. `�Ln o° 16�00 ' of o m R 03 0.00' -o �► ��°' xo�\ g°\ > oo \ / / o ro m y by �0,• \ uuC? CD o Of oo ACHD BIOSWALE #6B 4 / • M `� ro o 3 ° o d / \ °\ cli cf) co o+\ a z / a 1 I Ao h Q\ \ y Op \ w z 9+51.87 \ cs a,� �/ st6900 \ 2554.40 TVC N \ a / - > p �- - -- R \ a \ / / o '• 0 � F- \ 70 \ 2 / / 15k0 _ `'iP a°'o = ro h`1 � I �. N d N 7 N -�z-: (rjj \ 4�10 z 9+76.83 0 \ �lz p / / i. `o M ~ ^ N O�°J 39.47 R / i �s o d) d rn r- d O �L D 4 \ Q 2554.00 TV \• <� / `o 't Lo. n Lo 0)) to '`�hy� R��F Z U MATCH EXISTING ® \\� `sy /// �( / R=20.00' co N to N co N R=20.00' �` / d A a� ACHD BIOSWALE #6A ��O !, p0 �P `rir 4 x0 Lu AIMED oo tIt o \" m / / r1• i;/ k o 41.00 ACHD BIOSWALE #8C N �\M 'fix // ° �� B-B xok h� DESIGNED: C. GRAHAM �p 77 rn +' ?S 9s ° �> '�� g R �� x0 M 4 /' �h \ \ DRAWN: C. GRAHAM w 1,Q' 1 Ni n d \ O - - j �tJ +rn 2 O \ `� �c op, / 6' �g CHECKED: C. GRAHAM �LLJ , o M _ `-' \�► / ACHD BIOSWALE #86 0 �J� `" - ---- k� / / U APPROVED: C. GRAHAM o �� O \ y� / W / o 06 �\ 12+00 f— 2 GRADE BREAK LJJ / + ' �. �� — ss,� = PREPARED FOR: o + R-1 0.00' .— o / \ N �\= '2x�A F 1 11 LLC °; ___ ---- - - 9�9�0 W _ ----- e W PO BOX 593 N V LA EAGLE, ID 83616 Z 4 Q v ACHD BIOSWALE #8A N Y ■ W H V) Z W Z Q J J L.L ,L 2565 2565 O 0- O 0 -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------------ w --- -------------------- -------------------- -------------------------------------------- Lo Z Li ----------------- --- -------------------- ------------------- -------------------- -------------------------- o } r- � w O V)r co n - N Q Q -Q' * 0 + - ------------------- ------------------- -------------------------------- M------------------------ C 0 o O :w2560 _ II z to c! i NrnLo o + 2560 o o)n w Lo Q ; M N ---------- � IM ----------------------------------------------------------------- --------------------- N C) N , N ,n L- -- -------------------- -------------------- ---------------------- z II a-Q N Q N N N zw ---- ----------------------------------- -------------------- ------------------- ----- ------- Q ---------- .�n N Q - � wZN u' D z w EXISTING GROUND m_ � ------- -------------------------------- ------------------- ------------------- - --- -------- ----- -------------------- ------------------- ----------------- ----------- ---- ------- zcYn -- - - - __-- o -- � —_ - - -- vi W --------- _ --------- -------------------- -- 5; - 5 A o_ — Jw o_ a � 5; 5; ----------- - ---/ 1 \ _ 0.50X — — 0.50X 1.00X 2555 .50X % - - - - - — cf)) ------- --------------------_ -- -------------- ------------------- --- -------------- . -------_ -- _----------- .45X_ --_--- -- -----_ - - - - - - - ---------------- -------- ------ ------------ ----------- ---------------------- Z --------- ----------------------------------------------------------- -------------------- - - --------------------- -------- ----------------------------------------- ------------------ ------------------- ----------------- --------------------------------------------------------------- -------------------- -------- /------- -------------------------------------------------- O oN orn v,00 ---- 0o n' �Lo ______________________________________________________ _o� _______________________________ ______ _____________ ____________________ _________ �Lo--_____________________________________________________________ ____________________ ____________________ ______________________________________________________- , + + +Lo FINISHED GRADE +Lov `� `� `p Q J 2550 rn N N 2550 II J W w ---- mw ----------------------------------------------------- -cw ----- - - Iw ow m LQL 0 a O --------- ------------------------------------------------------------- - Q O ce V) 3: -------- ------------------------ -------------------------------- -------------------- -- ------ ------ ------------------------------------------------------------------------ Li -------- ---------- ---------- ----------- ----- ------------ ---- ----- ------- ----- W 2545 2545 J 0)) d Oaf O) n d N 0) M O M eM N O W w co N r0 i0 r0 Of r0 a r0 O) N O) O N N OD O N _ 0 d � � � O) w to M � n n O I, GO r N GO M 0! (O O � � (O N — d N N O M I* M N d 5 Q ri 4 d d N M N M M) M M) M) M) d M) M) M) M) to to K) M) a s a s d W) d W) W) W) N d N d N d O N O W) Lo N Lo W) Lo N Lo Lo O Lo O O N N N N N N N N N N N N N N N N N N N N N N U U) to U) Lo U) W) W) W) W) W) W) W) W) Lo U) U) 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 N N N N N N N N N N N N N N N N N N N N N N N N oN 9+50 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 18+00 18+50 19+00 CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 N. ARIA WAY PLAN AND PROFILE o STA. 10+00 TO 20+00 0 C4mO m ENSF� KEYNOTES O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 16970 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. �11-6-25 v 0 20 40 80 120 C O ��TF OF\OPT 1P� �y O2 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR ACHD SD-712H E M GAP l (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". HORIZONTAL SCALE: 1" = 40' U O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. VERTICAL SCALE: 1" = 5' J 'n Y ® INSTALL SHALLOW INLET PER ACHD SD-715. u# 0 0 J �/ W LL o J � D v U O L , 00 � CAN o rfo) o �o x 0 0 mwU) N SITE KEY a m E o w 1"=250' fu fu Li u Z L Li u m (n W W X W 5 \ 16 ' o \ o \ s� / W = zti < 6 s 17 � � Q ACHD BIOSWALE #7D W \ z 4 7 \ T BLOCK 1 z 16 � � � � � R=20.00' \ \ \ o BLOCK 1 �,p s _ ______ _ _____ \ c, _ O 8 �'Q F -" \ c� n 2 � �I rj 0. ��'cy S-C,go.00r / i�' o R=180.00' ♦- �o `a �7 N, � Lo N 9?, p- \ Q O •��h �k h 9 G 1 5 // o, v \ ? rn N O 6 zo 0 N /R z U - ��h. �0x \ \ / s -/ 00 a U w \ / e cr W \ \ rn �XOO 26k 1512�JG �1 55%" i 2556.67 TVC u o W lg N �, / 5g585 \ 3 \ �" 27+62.27 / / o 0 z = 4 ,�p0 \ 10 //�' N / / 0 4 2 27+11 59. , \ \O' \\ 2 TVC' ®® \ R=20.00' / W 2556.50 TVC Z = W /< ACHD BIOSWALE #8F R=20.00 0 \ s 7 \ 7\ F / W ACHD BIOSWALE #7B 13 \ 2 +82.2 / J 27+33.47 \ \c> N �O / F ��h'OX / 2556.51 TVC/ lw \\ \ 2�xp o 2p `1 R \ / / �- a O 0 5 a O O^o �\\ Op��v F` vxp0 \ 12 14v7 s� 0, 1% ty� �u N \'` 4 oZ \ \ r M' } St 9 N \ _ +OoACHD BIOSWALE #7C N � N , � O T DESIGNED: C GRAHAM rn O OO U) � N Ko. � Lo JNX DRAWN: C. GRAHAM+ u � cf) NN \ N oU Z 2 W �ACHD BIOSWALE #8E O CHECKED: C. GRAHAM w / 4 "c� 55 56 "�'� ,� 9 �'qy \� � oo J / / R=20.00' 2 6' xpp 2 / APPROVED: C. GRAHAM 27 rn r j 3 c� rn co /0.48%/ z xpp co � ^d ACHD BIOSWALE #8D N - - - - -r`Oi +- _ + �lK `�Ol U) N' OO N 28k96'� �� / / PREPARED FOR: x �o h 00 ti o / / PO BOX 593 m � — � IK R=180.00' +2221 0 �/ 2 < EAGLE, ID 83616 co co Lo + Lo — / Q \ N N Lu / J� d3 \ • w O O J / Z z Z Q o U 2565 M o 2565 J LL. ---------------- ---------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- O N � O N w * —0 -- J N --------- N � N �Z � � to � O N + to� N rn ------------------- ------------------- -------------------- -00 t0-------------- ------------------- -------------------- -------------------- -------rA ---- -------------- qt �- 0) �N N------------------------------------------ Z � 00 �? 00 n co + (D N �x ¢ II w L.L.I O --------------------------------------------------------------------------------- ± 0------------- r�i ^-------- -------------------- ------------------- ---------- � ---- --------------N II -N W J F- -------------------- - 0 N rA I� M N L0 II N H J=Q N W Z ----------------------------------------------------------- w 2560 u N + II N a II cn W _ -> 2560 J Q II V) rn Q II HJ �a aac� W w -cn W -------- ----- ------------------- ------ -------- - ---- 5-5 Q v)---- --------------------------------------------------------------------------------- H J N ------- J --------------N W- W a�Q ---------------------------------------------------------------------------------- _ a p EXISTING GROUND N 5 5 a > W a a s (n w a s ._- 2.07% - --------------------------------------------------------------------------------- -------------------- -- ---------------- ------------------------------------------------------------------ DC ~ a a 0.74X i 0.43 M ------------------- --- --------- - -- - - - - - -- - - - - - w - - - - -- - -0.45%- - -- - - -- - -- - -- - - -- - - -- -0.56% - r�co -- - - - -- - - - ---- 2555 - - - - - �� 2555 N 0 N N OR7 - --------- 04 cf) 01 00 N nN � NN Q Z 1 Z M o rfj a0� O + II Ld ------------------------ ----------------�d 01 rI') rn I'7 --------- ---------------------------------------------------------------------------------- n N --------------------------------- - --------------------------W ;^ V I Ll) to 14. ---------------------- +N o N , + FINISHED GRADE U w 36" RCP IRRIGATION Q O N +� �N H — ~ N w J II M N N II a CROSSING > CC C3 2550 W a N J II W 2550 — G J a �W a 0 J a N --------------------------- ----------------------------------------------------- -------------------- ---- ------------- ----- ------------------------------------------------------------------ ----------------------------------- O m Y O -------------------------- ---------------------------------------------------- -------------------- ---- ------------ ----- -------------------- ----------------------------------------------------- -- --- ------------- ------------------------------------------------------------------------------ 3: --------------------------- ------------------------------------ --------- ------------------- ---------- ------------------------- -------------------------------------------— Li Lu 2545 2545 Q Q Or N o 01 n N O 00 N 12 n N o O 00 12 o n M 0 O Y'1 M N Il9 M M N Il9 t0 00 w M 0 N M f0 M OR O Lq M Lq L n M OR O OR n OR q Iq Iq to Ol M rM Iq Iq n OR OR OR rM OR Iq OR O J vi * vi * vi vi rri rri vi vi vi vi vi vi vi -* Lo -* Lo Lo a Lo -* vi L6 0 0 0 0 0 0 0 w Lo w Lo <o w C6 ri ri rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn W) rn rn W) rn rn rn rn rn rn rn rn rn rn rn to rn W) rn W W) W) W) W) W) Lo Lo Lo Lo Lo Lo Lo Lo Lo to to W) W) W) W) W) W) W) W O to to to to to to to to to to to o W) U) W) U) 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 N N N N N N 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 0 N CSW PROJECT NO. 23007 N. ARIA WAY / W. MALTA DRIVE PLAN AND PROFILE DRAWING DATE 11/06/2025 STA. 19+00 TO 30+2 5 O C4m I m ENSF� KEYNOTES 0 20 40 80 120 D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 16970 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. HORIZONTAL SCALE: 1" = 40' 1 1-6-25 v VERTICAL SCALE: 1" = 5' CO �9TF 0OF INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR ACHD SD-712H �Qj��E F GAP (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". co O ® INSTALL MID-BLOCK PEDESTRIAN RAMP PER OR ACHD SD-712G WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED N Y "TRAFFIC YELLOW". �1# 0 0INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. J11I ® NOT USED THIS SHEET. �++ o v v O5 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. D c) U w © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. 0 N Ln M 00 �° 00 a, 0 Q FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. o m w (iJ N SITE KEY ® INSTALL 48"0 CONCRETE CATCH MANHOLE WITH 2 FOOT SUMP PER ACHD SD-611. p o � 0 w 1"=250' O9 INSTALL STORM DRAIN MONITORING WELL PER ACHD SD-627. m f w ra z 10 INSTALL 20' WIDE CONCRETE DRIVE APPROACH PER ACHD SD-710C. SIDEWALK TO BE L 6" THICK AT DRIVE APPROACH. u w w x w 0 o F_ 0 z w o 0 SEE SHEET C4.4 SEE SHEET C4.4 SEE RIGHT SEE SHEET C4.0 ~ / 9 [1 I I \ 9 7 / o o I _ _ 2 / ° / BLOCK 3 1 10 ACHD INFILTRATION 3 '3 M z o �- ' Df oo�v 8 BASIN #4 s�� 8 '�x°� o° °�°° c, BLOCK 4 2 sA �'o 8�c u I l ;;I,% 3?5268 \\ :,``�1 ,�`tij`b 2 �V o tr� °`� ��, x vu, ° a �g4 .I ha 1 4 cU) o I o� N� 2SSg G� \ti �o X�o- - - - - - - - - - `�� / 2 1��$8yL 2 O W o I �- ACHD VERTICAL 2 2S I 'h' x� s h4j ``\' `�� , / W N z I 1 BLOCK 1 I Q SAND FILTER #5 �,7 � h � o 7zBLOCK 2G tA z u' ti 2S 2Ao- , _ W. EDIZA DRIVE 13+00 — 5�� 1 5 �� LLI cn I 3n ,x _ I ' o x r I �� s�>> 2 — �. 12 j°° — _ 25 ,�k9� ' `, I,,,, p I I 6�� N 2s x2�� Q T1,� '®— 5 R=468.50 s ® ,� LA �,,�5�px'`t°j�tL .W sss?��6' Z 2 /i ! j' / �0 ems. ?S� 3 14�00 2 cG ti t 0 0o J ,� I I p o 7Q / 1k°0 �� 3 `s� s S� ��' d o N 16 O� p Q 0 G x C� _ �n x3 / U > A �' d �`�' a Q 0°' o�h N �� 00 Lu — USSR�`�i I Q W 2SS3 62� �? 2 5.8 6 `'x, '� k°s 1yx �O 6.47' �i o +\ r'ss a `�� > ��^j•�Oxt� y�k�Ox��. 9i o J loco i 6) �i �z o" ° `Lyy 2G sX ' ass ,`� > n as �P �' N cp k a0 z �S3 Q 7 °��. �x s s sA 0 v' s N 7 I �I 2 8 ss cv _ g9 2 ° ?sr �C� N k s �Sx �n DESIGNED: C. GRAHAM p I I \ 2`S6x,`SS N1- — — ® S s DRAWN C GRAHAM 10+00 I o N. ADERO PARK AVE — �o ® S3 0� ' oo to TRc 97QxsQ 'C 01 u� �' oo a N eR'Qq�E, w I N v 4 5 1 scP ^' /r c 00 11+00 6 >L 9 38 ` x ry i I CHECKED: C. GRAHAM Fq 2555.26 I — O' O o _ Op �Qxg 7LC 3 6 ��i m� \ 6kp0 16+24.31 I o) I o m I oo G 9+00 00 —o mj/ R'5 / .16 2 7 o Nss ?ss APPROVED: C. GRAHAM o I 2 to [) M r s N m r � / ? � 2SS3 2 1 k � \ R=50.00 O / /M / -0 N 11 5 C) 89 N 6x / gists �s ti c'`' �� 3�22. �� $ �,�'�° �� .` " N ° ass '�,9`� PREPARED FOR: sR �9 �, p � 1 x �•� � M9 0 F111 LLC z BLOCK 1 PO BOX 593 ti ^ ^ h \ Q W o m k ��e ° \ �� r aw �� \\ �L EAGLE, ID 83616 z //D/ / ?,� ��, oY 1 �h`? w `� Y ti \\< F \\ a - - - - - _ _ _ _ _ 10 13 Q � \ 9 ooJ Nto BLOCK 5 \ \ \ \ \ __ _ __________ _ __ '=g'_=- ` \ BLOCK 1 BLOCK 5Lu - Y \ LL _ — ` 12 O � SEE RIGHT SEE SHEET C4.0 SEE LEFT C5 Z v) o Z 2565 2565 2565 2565 Z Q Q U ---- ----------------------------------------------------------------------- ------ --- -------------- ------------------------- ---------------------- --------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ----------------------------- LL. O p - O -------------------- -------------------- -------------------------------------------------------------i°--------------------- -------------------- -------------------- ---------- -------------- � `N � . 0o t> Z O -c0 rn ------ --------- ---------- W------------------------------------ ------- ; ------------------ -------------------- ------------------------ Q w - -o OO ul 00 + L0 O a QW mN i > 0 0 N '_Ln r,N r 0 0 2560 0- roL 00 o ' 25602560 II 2560 Kico Y + +w w 0 o rn Q O o 0 L o rn------ r, rn ------ a------------- ----+ r> --------------- LLJ rn a Q + ¢ N+ Lo — CIjLo ce II N n w + n N °° D(n m rn+ rn O - rn EXISTING GROUND N N00 N � N z-1 II 00 Q w N Q > 0 IIII I >N _ II N W aQ -- a - ------ --- ------------- ----------------------- -------------- -------------------- ------------------- -------------------------- _ ~ - Qcnw L w PV STA=10+11.50 ; NW N wo (n w _;N 2.00% anw -------------------------- w S 5 S 5 —w - PVI EL=2553.07 0. 0_------------ --- - j a � a o o o o_ a - - - - - - - — - - - - - -2555 1 2555 2555 - - 2555 - - - - - - / - - - - _ ----�---/------- ----- 0.50%------------ --------- -0.50% 0.50% -----------0.50% -- N -2.00% 5% —--- 1.7 m m 0 Lu -------------------------- -------N O to M --- - -1.009;-- 0.65% -r I�rn � z (n M O a0 r7 r1') N V Z r0 'rCi �rn 00 �00 '� N M +� ±N -2.00% N FINISHED GRADE +U) +� �+ 0 w oo —N II o) 2 PC=8+87.18 )U) ---------------------- -------------------- ------------------- �N rnN C/)----------------------------------- = +r) I4u) p II J O� /+ \ EXISTING GROUND EL=2552.56 U) II II li ~ 2550 0,`o +U) w w``' 2550 2550 �� a N w 0 W 2550 Q �i �'n o N +N II 12" STORM o_ a — -------------------- ------------------------------------------------ -------------------- -------------------- -- ------------------------c� II - 0o W DRAIN CROSSING J m�- L)w II 12" STORM w 0 ------------------------------------------------------------------- o_ N W � m w DRAIN CROSSING a Om 1' --- ------- ce w 2545 2545 2545 2545 W O N O M d tlI t0 O N t0 r` Z O O r` N O O N O M W (0 d O N t� r` a N 00) d M to aD t0 r` Q � 0) n t0 r` d d M O n q t0 t0 0) W n to to t0 O t0 f` r` to O t0 W O O O M T to O r` O q N ro * M d d to M N M N d N N n to rM d M d M d tM d M d M to d a s a s a s a s O O O N O O O O O O O O to to to to to to to to to N to N to to to to to N N N N N N N N N J In In N to In to to O O o o o o o o o o to o to o to to to to to to to o o o o o o o N N N N N N N N N N N N N N N N N N N N Lu U 0 N 10+00 10+50 11+00 11+50 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 Q 0 N CSW PROJECT NO. 23007 N. ADERO PARK AVENUE PLAN AND PROFILE W. EDIZA DRIVE PLAN AND PROFILE DRAWING DATE 11/06/2025 STA. 10+00 TO 12+00 STA. 10+00 TO 1 8+2 5 O 0 C402 KEYNOTES 0 20 40 80 120 Q�o`� >GENSFO O N D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO HORIZONTAL SCALE: 1" = 40' 16970 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 11-6-25 VERTICAL SCALE: 1" = 5' 0 0INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR ACHD SD-712H �o�Q/��E M\G�P`ZP (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". co c) ® INSTALL MID-BLOCK PEDESTRIAN RAMP PER OR ACHD SD-712G WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED N cn "TRAFFIC YELLOW". �1# Y O O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. J ® INSTALL SHALLOW INLET PER ACHD SD-715. o v O5 NOT USED THIS SHEET. D 0' L1 N w © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. r- I 00 O co �M O7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. XO zo Ld cf)N N ® INSTALL 48"0 CONCRETE CATCH MANHOLE WITH 2 FOOT SUMP PER ACHD SD-61 1. O � U o SITE KEY a o E N w 1"=250, co fu fu cn Z L 1— u N W W X W N O W o cn w _o z O V) SEE SHEET C4.2 SEE RIGHT OF ~ I —IRR— — — — —IRR— — — — —IRR— — — — IRR— — — —IRR— — — — IRR— — — — —IRR — — — —IRR— — I IRR— — r� I a 0 BLOCK 2 i w _ _ _ _ _ _ _ _ _ _ _ zo 0 16 15 ACHD BIOSWALE #2 _ '� I - _ I z ,LLJ �a �� 14 13 - 5 - IRR - - _ _ _ _ a_ c) n(�h• �h• 1 2 I Lu = I I .. .. .e ° . IRR IRR 0 I h �hx 11 I J I U o z —^� G G 10 I - Q BLOCK 3 I N �hx hk Z I m 4 a w ,ti h 6—I h x x Z"\' BLOCK 3 OACHD INFILTRATION BASIN #1 1 G O hx1�h�D� �� Colo m 17+00 [) (LhhD� �,\x �y �.h c) Nss?2,9 3 I I °° p Q �hh �� r m o h�• x° n I R 4 ACHD INFILTRATION 13 12 1 1 10 9 8 7 6 5 4 3 2 mac,° N N. Fq►R RN � .0 3 �h �•� M + I BASIN #1 I z o x°'�6�.h ° BO qVE i\ 0 c' �G I 9Lu O �`'� hhg• h,�hG ^ ��' ti� G G R�3$4 00 >8�0 p N 0 w SS 9 ALB. DESIGNED: C. GRAHAM � x� ti� � 1° 1 h� '� °' hh 6x 0� 8 ? i � I 2G 9S DRAWN: C. GRAHAM O �6`1hhh cox�h� �6�hhk0 1�x 6h ° 7 �► 2 I �G° 7 � 2 ?p G Ox IOx Ox Ox �x �x �x ?x ?x ? S S S S S ?p x ?S O ?S ? ?,p E ? 8 ? ? ? S 2 6 ? ? x x x x x w N `L h' r °� �0' x x ? R° S O O S � x'\ ryA . �► 0 \ hh• x ?S 6 ?S O � `fS ?� `L° '�' A O STt O SX 1 SR 8� SR sr o x o sr o x O s o o s o s o s So a CHECKED: C. GRAHAM � �A h�. 6 �h ,�� SSA �9 SS j SS E� A ,,�h' xh >O O 60 A S9 6 ?S 8 S? 8 sr� A ?S x ��, A p O 9 A > O s O S A x E o h i S S— •> > 9 h O S O sr ? o �w APPROVED: C. GRAHAM 2 13 1 5 16 ��hhh� a�� ®® R,30p _o m '0 a10+00 o m \ 11+00 / ® - 12+00 4 6 6 ti 00' I Qo 3 �-- C20+00 ^ �� I // ® � - I - "Oo \ 130 j 17 ^�xN 4.19, o N m —� — N 3 \ I / 4 —► af p 2 Q PREPARED FOR: �- ,,� 2 W. ANATOLE STREET s 0 18 2G + 6 �o C�' - 1 00 LO0 o e+ G G, 2 Q ?ss +' .'. . . . . . . . . . . . . . . . . . . Q �= F1 1 1 LLC �° s o°' � o'b' o— �°' o >> O X� m PO BOX593 0 st `L o a s y. - - `.`' BLOCK 1 �h��. �h' o, oN '� oh '� a`O ,�' •• ,� ? SO �°x �o, �°x 0 ' �x �L 7 � x �' ,�'y '1 Y. a �' °`I��,' ^' ^ oq Ox hh �— - - - h h- - -- - -s �' — - - - - - - - - - - - - - - - - - `'h - - Q zo EAGLE, ID 83616 h I— h —`L- 19 °j `� x�O a x a ° h N a p .Sj �, `L `L °L .�0 G e Qi h 0; h O "o X h S h• J S Q N ^ h h N .1 Z N N � "Y 0° s V !> O O 06 ,1 2 G 20 h� SSx,�S �c M BLOCK 2 N ,�y"$6ti �G / c� 14 I `v Z So'�8 8 Q w 10 �ti. LJ.J J ACHD BIOSWALE #3 'f' o Y ugh J - - - - - - - - - - - - - - _ _ 21 1 1 ACHD BIOSWALE #2 �� 19 ° A _ 22 23 4 BLOCK 4 I N w O F— SEE SHEET C4.4 SEE LEFT Z cf) 0 Z Z Q Z J Q 0 2565 2565 2565 2565 O ZJ Z _________________ ____________________ ____________________ ____________________________________________ -= - ---------- --------------------____________________ ____________________ ___ ____________________________________________________________________ ____________________ ______________ ___ ___________________________- _ ()0- w � = a z LL] ^^ Q -------- ------------------- ------------------- --- N---------------------------------------------------------------------- -------------------- ------------- -- ---------------------------- O F- 0 ----------------------- -------- ------ ------------------- -------------------- ------------------- -------------------------------------------- 0 00 ppNPI) ------- ------------------- ------------------- --- --------------------------------------------------------------------- 1..� -------------------- ---------- --- ---------------------------- Z N ca w = 2560 N o N � "X 2560 2560 -+ + co + Q �i a rn V) II cv w o 'n ,n + m a N 2560 Q O (/) Q II Ki -- 0 - - - - - - - --- -- --- - - - - -- II w a = � �n J + - m r� H O + � w CO � H w w= = II II N � m - II � - - - - - - - -- -- � Ln z L J N w v m H Q II II N Q II U Lo � w — — ------------------------------------------------------------------- -------------------- ------ ------------------- > > II N O PVI STA=20+27.61 - - 0� z V) w-------------------- -j a II ---- --------------- N o J CL m EXISTING GROUND Q II i- > > z Q _ N w N 'J'' Q II m ~ ____ a ___________________. PVI EL=2555.45 _ a m w,5 0 - - N w _ 0 FINISHED GRADE EXISTING GROUND � w Of -- -------------------- -------------------- --- ------------------------------------------------------------------- -------------------- -Li ------- N w Q m a a ------------- -a a > > ----- -a a � --- --- -- PVI STA=14+10.04 N _ � � c� ----------------- m a ----- --- --- -- PVI EL=2553.39 CL a C-)J 2555 .0.42%- - - - - - - - - - - - - - - - 1.35 0 - 2555 Z � - - - - - - - - - - - - i 2555 - •50% -1609; 160% - 2555 (z � Z r'n M 00 O0) - - - - - - __ N0 -------- n O N MI�O ---------------------------------------- ----- ---------------i ^N 000 It* 04 n O N- � IA - � -------- ------ --------- O r----------------------------------------------------------- -------------------- ------------------- LO — \I II w t i N M1. Ln 76%+ CO o N m +� �o \ w+ + "i N BA - +L -------- ------------------------------- O)C14 ------------- ------ --------- J iII N- �FINISHED GRADE 12" STORM N2550 w c w II +c IIw 2550II 2550 Na a a w DRAIN IN m ----------------- ------ ---- w ---------- ------------------------------ a --- ----------- - m Q Lj Y --- ------------------------------------------------------ -------------------- ------ ------------------- -------------------------------------------- p J ZD o --------- ------------------- ---- --------- ---------------------------------------------------------------------------------- ------------ m -------- ------------------------ 3 6" RCP IRRIGATION - ------------ -- w w z 0 CROSSING -------- ----- --------- -------- ---------- ---------------------------------------------------------------------------------- -------------------- -------------------- J 2545 .. -.. 2545 2545 2545 co aDa0 O r, N G1 O O M P OR O M M O N tC N n M O O M N M . M n M Of 17 .. M P CO Ol OR � P - OD OD t0 d t0 iA OR d 1� N d Or q � n n d O N - N Of) O 00 00 N to d d () d d d d d IA d IA d d d d d d d ") d M d d M In MLO d M d d d d d d d M d M M d M d M to Ln 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 N N N N O N 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 CSW PROJECT NO. 23007 � 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 DRAWING DATE 11/06/2025 N. FAI RBORN AVENUE PLAN AND PROFILE W. ANATOLE STREET PLAN AND PROFILE 0 STA. 1 6+50 TO 21 +75 STA. 1 0+00 TO 14+50 0C43 KEYNOTES 0 20 40 80 120 Q�O� �GENsFa 1D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO HORIZONTAL SCALE: 1" = 40' 16970 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 11-6-25 VERTICAL SCALE: 1" = 5' v (�2 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR ACHD SD-712H pp�gTFoF`�P P•ZP (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST ENE INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". 0 ® INSTALL MID-BLOCK PEDESTRIAN RAMP PER OR ACHD SD-712G WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED N cn "TRAFFIC YELLOW". �1# Y o O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. J y ® INSTALL SHALLOW INLET PER ACHD SD-715. 0 v O5 NOT USED THIS SHEET. D 0' L1 N w © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. 00 O co M zo O7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. XO Ld N N ® INSTALL 48"0 CONCRETE CATCH MANHOLE WITH 2 FOOT SUMP PER ACHD SD-61 1. p o SITE KEY a 0 E N w 1"=250, co fu fu Z L m N W W X W Z O w 0 H o Z w N o 0 o U - - cn � \\ � 93 � g , 14` W \ ACHD INFILTRATION BASIN #4 ACHD BIOSWALE #3 EG a 0 = \ \ BLOCK 4 0 Of z 0 W °\ U I � W \ � ; 13 u Of Lu I ` SEE SHEET C4.2 Qcn N 6, \ 9 8 7 6 5 4 3 2 1 o.\ Sx� / BLOCK 4 lb 12 � w N ocbLl o C U Q U C) U Q 12 r J h ox hrn nX 10 , . 5 —n rn O N ACHD INFILTRATION O � x ^ BASIN #4 6 o4 Q N • N N N N N N N n� 'Z \ 11 °x z O 2 �? �? > LL. \ \ \ ° 2 \ BLOCK 3 .� 2ss '�Rs Lu 2G 10 00 7 �-- 0 m 11+00 oY 12+00 0 3 � 0 13+00 0 I T — — o-"•I — SS A > l 2 � m of � g �o ox ox �L�, DESIGNED: C. GRAHAM \ 3 / N N. CALCUTTA AVE 010a �r � s —s _ 2 ® �! S ? S S 3 0 ® < 10 <cVF ``��+ SR� � s'�oo s8 t t 2G DRAWN: C. GRAHAM w ® \ ass ass a�° as cn Oi \ `ris ss 7 nj^,� q �'C' CHECKED: C. GRAHAM w y o s o 0 o s> >k o� x s k '01 ak ss ak s 00' w° - VF R, �0o 0 3 Q 2 �s ss 00 ��, 0s a� s� �x �a I v 1?500, o� —► mom — 110+00 APPROVED: C. GRAHAM cl O L 7SSR`S ! C' l ' l C' tJ� C' c' tJ� tJ� ^ `'I by —� —N m 2 x 9G 38 z es9¢c N �6 1 .x �� o ° o w PREPARED FOR: g h BLOCK 1 0 BLOCK 1 It 1 _ _ tih 7 °—x "��O—x by _ ? F 1 11 LLC cl-0 2 3 4 5 6 7 8 W = '�°rye°°c ° h°` �1 0 6 PO BOX 593 Lu c $ Qw x N., �' Q EAGLE, ID 83616 0 1 Q 8 BLOCK 2 Lu �co v I ACHD BIOSWALE #2 I O W J - 1 � I z Z BLOCK 3 1 N J 0 w SEE SHEET C4.2 SEE SHEET C4.3 SEE SHEET C4.2 cf)J Z z o 0 2565 2565 2565 2565 Q w O � ------------- -------------------- -------------------- -------- --------------------------------------- ------- -------------------- -------------------- -- - O------------- M ------- ---- OV ------- -----------------LL] N 00 0 a_ _ Qw p p7 K; r W O c ------------- 0M - Lo oi `0 � ±2560 + 2560 2560 z + � Moo 2560 uo N N N pJ 0Lo 0Lo ILL] w 0oV -------------------- Lu in Lj ~z ocan `nIIN -----------0 � ----- a+ M N L Q II N ------- c o ono vn N FINISHED GRADE o `o- N-------------- -------------------- --- ------- ------------------- --- N c w -N a II a J EXISTING p Q N Q v GROui UND � N w L' A w w o5 -------- ------------------- ------ - v >> a a- _ - a 0 5 > 5 w wv) w w ---- > a a Sa- uj M mam > �' QCCG w - - CL as 2555 0.62% -0.40 255 2555 2555 Q1.75 0 0.429_ � - - - - — - z -- ------------------------------------ --- -------------------- ------ ------------ ------------------- ---- - -------- o --1.75% -------------------------- ---n oro--- � n4 -- M --------- W 07 EXISTING GROUND 0 otO � , FINISHED� o, Lo Lo ------------------o^ ------- n N +NGRADE +Lo + > W 2550 it N it 2550 2550 II o N m v o — II to2550 m 0 J II aw CL j II w II N J --- m J--------------------------------------- -------------------- -------------------- -------------------- ------------------------- w -- - ------- 0 w ------------------a-w LiCL in J O coN ------- --------------------------------------- ------------------- -------------------- ------------------- --------------------------------------- w-------- Y V Lij ---- --------- W 2545 _ _ _ 2545 2545 2545 Q U o OR vni n OR LQ o n ao G J vi It It It It v; * L0 a a n n N N N N N N N N N N N n N n Q > v) v4 v) v4 v) v4 v) C4 tn C4 tn C4 tn In to N N N N N N N N N N N N N N N N N N N N V, U N 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 11+00 10+50 10+00 N CSW PROJECT NO. 23007 N. LEVANHAM AVENUE PLAN AND PROFILE DRAWING DATE 11/06/2025 N. CALCUTTA AVENUE PLAN AND PROFILE >_ STA. 1 0+00 TO 1 3+50 STA. 10+00 TO 1 1 +5 0 0 C4m4 o �S\oNAL F KEYNOTES N �o��v�GENSF� 0 ° / 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM 4 INSTALL CURB OPENING INLET PER ACHD SD-716. 0 2 /� ° OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 16970 N O NOT USED THIS SHEET. 1 1-6-25 s v ° N / ° 2O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. �� FpF 7 ACHD SD-712H (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD © 0 10 20 40 60 'AYN/VE M N 2553.24' ��° SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED ° 7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. �LG p ° 1 "TRAFFIC YELLOW". 0 / '2553.28 O U / ° g INSTALL 48"0 CONCRETE CATCH MANHOLE WITH 2 FOOT SUMP PER SCALE: 1" = 20' J LG ® INSTALL MID-BLOCK PEDESTRIAN RAMP PER OR ACHD SD-712G WITH ACHD SD-611. Fn / a 2 TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO Yn THE CONCRETE AND COLORED "TRAFFIC YELLOW". y R=20.00' Of 2 d O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. J J W Ld /�� U M �•�/ t0 ° ° a O N J/o ° °2553.47 d \ \ O� J / d N Ln 0 aL) � LG ° ° 11Yn � o � M � i d° Q TVC ° 2553.44' Q ° \ ° m LL.I � .. $ N � �° / ° ^ d ° d ° ° U) U CO 12 2552.81'° fa�■ o f / �C d ° ° d // `\ �� 4 2 \ 2 N w ° % /LG 060 / 3 2553.98 \ ° d I \ryv� R=20.00' ° ° ° ° r6 m E � / \ V / \ \ ° ru d � L. Ld J //0 J N IN °° — / \\ d 00 .42% °i Q ° � Of N 04 > \ ° °o° y °N H _ a 2 ■ o° 4 ° a doe _ TVC ° 2 y 2 Z 4 / / \ ° 2554.59' ° ° / ° // I 3 0g� a d d / °a ° ° oe�o / 0 � 2 d 2 ° d Cb a °a d / ~ ° 0. / / �e c55 98,R=20.00� U 2 O ° H wN N 2 / 41�0 / J a d U GO w ° �OFRO N J Q� o 2SS`39 40 / / a ° J o oQ'f d = z NJ o ° kgVF 5 d °°° °° p► G 554.0j� N ,�J ° 2 a Ld d by G TVC ?$ 40 / C . N V o ° 2555.11' S`3�9' 0 25 z O / / 2SS4 7 C� d �G 53 54' o I z / d° CL�.G 2555.38' � 3' ° 16 �j�P /// a o Q / Lu U) / ° a !� \I d 2 % ° ° ° ° FQLij 0 R=20.00' S ) w O ° �Gj ^�'d 2 LL 74 O Q d° L� w o / ° 2G O ° ° DESIGNED: C. GRAHAM of O INTERSECTION DETAIL INTERSECTION DETAIL DRAWN: C. GRAHAM Li w INTERSECTION DETAIL EDIZA DRIVE + CALCUTTA AVE VICENZA WAY + GONDOLA DRIVE CHECKED: C. GRAHAM Of GONDOLA/MALTA DR + ADERO PARK AVE APPROVED: C. GRAHAM z 0 1 U a d PREPARED FOR: o $ R=20.00 F 1 1 1 LLC ofPO BOX 593 w d ° ° EAGLE, ID 83616 } 2G \ ° R=20.00' 2 SD a ?SSS lc d z Q 4 a A ° U d d Q ° ° J d 44 a ° 2SS ° ° ° �G 2 ° a ° a lo ^' J ° ° d d d ° C �� o000 000 �°� \ \ 2 ° d ° �`SS 1 \'G 2SS 0.50% ass 0.78% , �s 0.40% �� \ ° ° 0.40% �Go'SSS d d S ASS S• ° z `� \\ I 3 W. ANATOLE ST W. ANATOLE ST 6 c� ss d oo ao mac, �; / s,• 6 Q o \\ oII //� �SSRS �,� \ �G� 0.63%// N d O J \ N 1 I lv-5s 3 / 4\ I � �G� st� a \ \ LG / �9e�o / �G ° zLu O 2553.83' LJJ Lu 0 Lij �`�$ �rO�■ d 2 d 9 / LG / ° O o°g°°°o° ° / 2553.53' LG 0' z ° I °o° I e / m O 4 1N / � d � — � 2553.43' ° ° z 2 R=20.00' °°°° o / 0 ° - G a o ° d ° G ° // 0� / 2553.76' M ° ° ° �y LJJ �• �S ,n d a 7 ,�/ a ° o �� C Sg ° ° / a L ° ° z Ln ° � 0•1 00 oc w z ,K. ss. N J ° h O tt 2G L R=20.00' ° ; ° °o. ° Q c3 2 Q d R=20.00' LG / Q�` ° d R=20.00 d ° v S�Ss c 2G a > Z J a Q a — J L ° 2553.69' ^ ° 2 p �: d a 7 r 2 V �O O m ` Ww d � \ ° U ° \` d ° 7 N ° Iz / ° / 0 N CSW PROJECT NO. 23007 INTERSECTION DETAIL INTERSECTION DETAIL INTERSECTION DETAIL DRAWING DATE 11/06/2025 ANATOLE STREET + CALCUTTA AVE EDIZA DRIVE + LEVENHAM AVE ANATOLE STREET + FAIRBORN AVE a_ 0 0 o N �5\orwL NOTES KEYNOTES �o��,\GENS<c0 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE 0 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. 6970 MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. (j) >_ 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. s� -6-25p v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER ISPWC SD-511 0 20 40 80 120 CQ �9TFpFkpP� Q� WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE to N 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. HORIZONTAL SCALE: 1' = 40' J 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR OVER A SEWER OR VERTICAL SCALE: 1" = 5' J WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, TRASH ENCLOSURES, TREES, DEEP f n to ROOTING BUSHES, ETC. Y� 0 5. CONSTRUCT 14-FOOT WIDE GRAVEL ACCESS ROAD OVER SEWER MAINS IN UNIMPROVED AREAS. Y INSTALL 10 INCHES OF 3/4" CRUSHED AGGREGATE BASE COURSE OVER 12" OF COMPACTED A/ Li SUBGRADE. CENTER ROADWAY OVER MAINS. Lii�. o (n U J U \ 7� I / , OM L \ C]N 0 \ < �� SSMH B-3 00 rn \ �9 y / p rn SITE KEY \\ �, 2Lc� >s�, ��o ooF S`' E a 0 . 2 \\ 1"=250' \ �, < s� \\ ti\ x F� o0 0. 90. LL / m ��y�\�� "W�j C� O Li \\ \ 00 PO <F�F may\>kJ'F�L SSMH 0, PROVIDE KNOCKOUT PIS % N "� s \ PG FOR FUTURE SEWER L y\x`F� oo�oF ��16 \ MAIN EXTENSION �, <�9 is LJ' 7 O.c'' SEE SHEET C5.1 tcf)o y'L� >� x��'c�'�t� / "Na 9p• SEWER LINE 'B' tJ \ SLTi SSMH A-2 It.k� > tps i tPj�_ o s ��y\ x�� rips Lo F z `per ' 0. ��y�x�,s O � UA \\ 5��9 o \ >ko AR, \ 16� �G / 2LFy��F o'�,F�o � ��FA \ \6': L6 ��1�x 100 , SSMH A-3 O 146'— 0 14+00 sue, Asti\ x�� F / 0- / 48"SS SSMH A-5 tiL�29�F`� �r?O_c��yG /fO \\ / w 0 !y CQ C 11x00 \\ V��•`L J�G�^�, 109• o SSMH A-4� < <1'� ir \��\ �+ >I o / / \\ o vwi z tiQ0 /vim � / \ � `�• �. • yLF`y�\c1'� �r'� � LLJ N�s is y 8"W— u s F \ ��J� o , r P v to r'a' F� ,,Q\ N z 118' \ \.�' cb cO oil < 9 N =i, >-`�i�.� rO SSMH B-2 <8 SS \ ��X -V00' N -1 � 11 +� t� cp ~ \ OX�O \ 6':\ ��_�� cOD to to Az �o�ptn ��M EP w w SSMH A-1 (EX) / \ '� _ °'•o' �r' J r v O:U C7 oz ✓/ \ Q � \ n m .Q\ SSMH B-1 (EX) \ r^ 6 o1 CONNECT TO EXISTING SANITARY \ \ U / Q / SEWER MANHOLE \ \ o / EX. 8" INV=2528.08' (FIELD \ \ 0 �0 / VERIFY PRIOR TO CONSTRUCTION) \ w DESIGNED: C. GRAHAM U T �G �Q=" / \ \ v v \ \ DRAWN: C. GRAHAM Li / Q / / ` \ \ \� ^\ CHECKED: C. GRAHAM APPROVED: C. GRAHAM .. z w 0 2565 2565 ----------------------------------------------------------- -------------------- ------------------- ---------------------- ----- PREPARED FOR: 3 .. .. z 3 .. o w3 � w3 � ,^N :-' w 3 3 F 11 LLC vv c0 �� 01 z M ^^^ N v v ►`� ----------------------------------------- w .. �� "? � oM 4mnM M N PO BOX593 It ----------------- --------------------------- w 3 IM ri =a' ri 4 2 o V) n C n EAGLE, ID 83616 9 ZN Z O ►7M O17 MM N c0� � � N O� M N M z 2560 x _._. 0 c�CO �n �n N co �n �n II N N II coo_ �n I I x �n �n Ln U) 2560 < 00N 00 t<i10NN H MaO �p �p �00o II II 00000Cp ~ �o LOLOL N ------------------------------------------------- ------ o o ------------------ ------------------ ------------------- N� II II O M o O Z_ Z_ O o O C11I- N N N II 0000 Lo _ I + Lo ? ? O I + LO O Qrj � Q + � � O ono II II II 4 J w 0 N N N ___________________________ ____________________ ____________________ _____ <N N > > > <M N = II N Z Z Z N > > I + Z Z Z O = II zZZ = II 11 gQ11 = II pzz <co � ~ II - - - m< - � �< - - � N » > > �o M z z �< � V) x x N� _x x x V) a x FlNISHED GRADE = II z_ z_ z z N V) 0 --------------------------- ------------------- ------------------ ---- (� _x x x N N 00 00 - ------------- ------------- II Y I + — — (N N 0: 00 00 00 (n N 00 00 N N Ir 00 00 N< x x s x <o O 2555 =II N z z z -� N to 00 ao °° 2555 O r- - - \ w vNiv~i $o$o $o --------------------------- -------------- _ _ _ _ _ _ _ _ — Lu V) _ ------------� - -- -- ------`------------- - ------------L --- - ------------ - ---------- ---------------- -- ----I - - --- - - --- Z V J — -- - - ----------------- ---------- -------- ------------------- ----- --------------------- - ----------- - --- ------------------- - ------------------------------------------ Z Q U- 2550 2550 O J O o I 02 ----------------------------------- --------- ------------- ----- - ----------- - --------- - ------------------- ---- ---- ----- ---- ---------------------------------- 6" PRESSURE EXISTING GROUND IRRIGATION CROSSING Z Q II 5; w -------------------I I--------------------------------------- -------------------- ----- -------- ----- ----- ------------- ----------------- z orf a_ 2545 2545 W Q -------------------i i------------------------------------------------------------- ------------------- ----- ------------- - ----------- --------------------- ------------------ ------------------- --------------------------------------------------------- Q > z O Ln II = J Z ------------------- --------------------------------------- -------------------- ------------------- ----- --------------------- - ----------- --------------------- ------------------ ------------------- -------------------------------------------------------- LA D 25Q i i 2540 — Q -------------------I--I--------------------------------------- -------------------- ------------------- ----- ------ - ----- — z W `n O N ------------------ ------- ------- _ rr ------------------- --------------- ----- ----------------------------------------------- II J CONNECT TO EXISTING SANITARY L=210' S=0.42%---D=8" PVC SDR35------------------ ' J 2535 SEWER MANHOLE 2535 0 J I I EX. 8" INV=2528.08' (FIELD --------------- - - ------------ ! --- ------------------- ----------------------------------------------- m LIJ Y I I VERIFY PRIOR TO CONSTRUCTION co S_2.17% uj D_a" PVC SO ------------------- ------------------------------------------- -- L-57' � � � 42 --- L=54' L=31' S=0.42% W L- S-0.42% -S=0.42% D=8" PVC SDR35 Q to 2530 I D=8" PVC SDR35 D=8" PVC SDR35 2530 J -------------------- ----------- --------------- -- ------- -------------------- --------------------------------------------------------- Li L0 ------------------------------------------------------------- -------------------- ------------------- --------------------------------------------------------------------------------- -------------------- -------------------- ----------------------------------------------- N O ---------------------------------------------- ------------- ------------------- ------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- --------------------------------------------------------- N CSW PROJECT NO. 23007 2525 2525 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 DRAWING DATE 11/06/2025 CD SEWER LINE W PLAN AND PROFILE 0 STA. 10+00 TO 16+50 C5mO 0 NOTES KEYNOTES o 20 40 so 120 0� ENS mFo,tip 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. HORIZONTAL SCALE: 1" = 40' 16970 w ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. � 20 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: 1" = 5' 0)1 1-6-25 v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER C) ��TFOF�OP�o ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'A/ENE M 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. U 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR fl"I V) OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, LIB Y TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. i o� J 5. CONSTRUCT 14—FOOT WIDE GRAVEL ACCESS ROAD OVER SEWER MAINS IN UNIMPROVED AREAS. INSTALL 10 INCHES OF 3/4" CRUSHED AGGREGATE W {Z E cn BASE COURSE OVER 12" OF COMPACTED SUBGRADE. CENTER ROADWAY L D U 1 0) OVER MAINS. L U LL_ 0 Cl N Ln 00 00 X 0 CO W U ^ o N SITE KEY 0 U 0 1"=250' a p Of m " w w Li U 3 h N N \ s�� FUTURE PHASE " x w \ o \ S�o�\G FUTURE PHASE Lu � �yoo. �� 90• S �G 06 PROVIDE KNOCKOUT w A Fy 'p FOR FUTURE SEWER o `SSMH A-6 S� pk�$0 MAIN EXTENSION o � \G� SSMH I B-6 � �J \ \ S�p of �. \ 90• r S6ik p I �k0o 1 3 E`�� O A p �• ��j O °� 07 0 0 / zz w LLJ 0kpp S�R� 1 Q> 3 w Lg j 6 \\ i / u z Lu Ac S��G�� pc1 \ N -C)L Ji ��kp / o / a \\ .000, M cn \r\ 7 " O Fj `y \ 0 27• z G �0• U N 4 / cP B � � a 16 � � / 8"W O OOLd MH B-2 ER�k'Ip o0 , o)� 11+30 03 012+00 93 013+00 SSMH B-5 �,�, \ a +00 <8"SS 1 o SSMH B-1 (EX) 8+ , `�ti p" �' t L 6� o SSMH B-3=EG <8"SSE EG EG SSMH B-4 �\�2�, `�y \ 6,_ \ SSMH B-2 ^^ SSCO F-1 Q S P� �. \,E 706• ��.s ��y�k� \,p SSMH B-7 ��x0 \z o LL. s GENtiP\N �� QJ�o��o� , . A-- \\�F? o_��'� \ �P 1 w N W o / N Q-'i X `��`?� u'�_ \`ems ti�k � �� \ N � � .n ^ Z�^ yN xcPv'O�J' SSMH B-1 EX o� Q �, 41 N. P� L 2 �� cP �<" �j �\\\ ( ) w DESIGNED: C. GRAHAM / / eN e � �� SNM UOOiOr� UNO Li r UNOCn UNOco Ly UNOt �N � W� �.00a'�i �• W 'f. r�Q O N Oc �<v ._ a O o co O FZ o rn o — N cP Z � �'� co \ 3 DRAWN: C. GRAHAM 1 Wc� con >o6i. >aomr >coaor >� 00 � >N 6 6 r �� co� L �' rn 1 \ + 11)� Ir''�+ '� � w+ po w+ `` wc° ``� � Wo � � Zv �' wW N SSMH B-8 \ N _ = N _ = N _N = N N = N � = N L� � W P �J fn cn oo N + II Lo N r- II � N II U N + II � N + II 2 U n CHECKED: C. GRAHAM \ 3 Q Z W II > w II 0 > W II > w II > w II 0 > APPROVED: C. GRAHAM toW _ � zz �� zz jazz 3azz �� zz crc,,r,-)o I yGG \ OI a tOW � / 1 ssco F-1, � t � � � � BLOCK 5 �' j�' � '� \ 1 PREPARED FOR: :D o I \ F1 11 LLC w cl- 1 i IE PO BOX 593 EAGLE, ID 83616 z Q 2565 w 2565 2565 2565 �. .. J x z z 3 v v W ..^ �. 9 V) M �� W W 3 N �^.fni 3 v i-. N :N..W. N ---- ' - --------------------------------- ------------------- Y t0 O Z Z =� ^�. N vv r Z Z Z .� 0 0 co - 00 NMj M vv.. N W `. I� " O `.z 9 M M • 't ---a cO (O _ _ - N Z N I�O M --------- --- �O co n O r7 U) 00 p') K) N NN7 rN c0 cnLo - - r 9 00 N M a coLo N 2560 x 't N O17NN II s � � � M ao � a L - r cA s. OMNN II 001�� II w W co N N,�i ? II II j 00 O r) r� r) N ,ri ED Lo It c p�_ ,M N 00 M M N 2560 2560 N Oo po II II o of N 2560 J T� 00II IM * zz �OI� NNN II Lo Lo Lo -----------00� p7MN NNN O� ��- LoLo II I 4ZZ -------- -00 O co I ,6 O m + �n ��. Lo Lo 0) II II O (o CNN + �n — — I + � (� _ � — m ,c) oo II II II o ONN � �Nrjzz 'nr` _ O � o II II mom worn m + ,n N > > > coOr� Z Z Z O rnco II II �n - - O I + '`) z M Z Z O N z LL I + O cflrn N > > > > N > > = II II z z z I + ,n — — — M rn ci z z o m p') � m r� ,`� + Ln — — =it II z z z FINISHED GRADE o II II z = II z z Ma Qo �n I + > > > __ m� �a U9 --------------------------------- --------- - ---------------- — — N > > cn> �Q II — — NH �a a a ON » > > m0 � = II ZZ Z = II NZ Z N V)F_ - _ fnH �s (n H a a N N a0 aD a0 = II II z z z z N > > > EXISTING GROUND a — — — a — — =it II z z z cn cn o- ao ao ao (n to o: a0 Q ----------------cncn w 00 00------------------ --------------------------------- ------------ — — — — - ----------------- 2 II II Z Z Z------------------- - ----- In H —a a a !n H —a a Q — — — O (n(n 0 a0 a0't 00 N —M. N N a0 a0 a0 O 2555 m a M -- ° N N Q: 00 00 U)N � 00 00 N~ _a a - 2555 2555 2555 —— v)v) � ao � ao a� — -- - -- -- - --- -- -- -- - -- - z o --------------- -� ----------- ---- --------- -----\L-- ------- - -- _ - - ----- ----- - - - - - - - ---- ------------- ----------- ----------------- -------- ---- ------ ----------------------------- ------ ----------------- - ------- > w Z I EXISTING GROUND ------------------------------------------------------ - �' 6" PRESSURE Q Z = 2550 2550 2550 2550 IRRIGATION CROSSING L FINISHED GRADE 6" PRESSURE O Q " IRRIGATION CROSSING J ------------ - ---------------------------------------------- U z IRRIGATION CROSSING � 8" WATER --------- ------------------- ------------------ - -------------------------------------------------------- ----------------- MAIN CROSSING m 11 ----- ------------------- ------------------ ----------------- - ------------------------------------------------------------- -------------------- -------------------- ------- - ------------------------------------------------ - -------------------- — 2545 2545 2545 2545 Z m z - C CONNECT TO EXISTING Lo SANITARY SEWER MANHOLE --------------------- ----------------------------------- -- --- EX. 8' INV=2543.63' (FIELD �_ Z ' VERIFY PRIOR TO U CONSTRUCTION) ----------------- ------------------ ----------------- - ------------------------------------------------------------- -------------------- -------------------- ------- - ------------------------------------------------ - -------------------- 0 ce J 2540 2540 2540 2540 pp w Y ---- -- --- ---------- --- o L=33- -------- --------------------------------------------------- ------------------- ------------------- -------------- ---- - ----------------------------------------- 3: S=22.32% _ _ Lu " " L=227 ---S=0.42% D=8" PVC SDR35 - ---------------------- ------------------------------------------------- D=8 PVC SDR35 ' 63 S 0.42% D=8 PVC SDR35 uj L=95' 5=0.421� D=8 PVC SDR35 ----- --- LJ -1 2535 L=38' S=01429� 2535 2535 L=88' 2535 > S=0.49% U ------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- - D=8 PVC SDR35 = S=0.42% N D=8" PVC SDR35 0 N CSW PROJECT NO. 23007 c=a 2530 2530 2530 2530 DRAWING DATE 11/06/2025 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 14+50 15+00 10+00 10+50 11+00 w o SEWER LI N E 'B' PLAN AN D PROFI LE SEWER LINE 'F' PLAN AND PROFILE ■ STA. 7+50 TO 1 5+50 STA. 1 0+00 TO 1 1 +00 C 5 NOTES KEYNOTES \�E S m ft�0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE 0 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 6970 w ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. � 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 0)1 1-6-25 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER C) /- U ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0 20 40 80 120 p�/ TFOF\pP P�Q ENE M.G� 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD HORIZONTAL SCALE: 1" = 40' DRAWING SW3. J VERTICAL SCALE: 1" = 5' 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR f11 V) OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, LIB Y TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. o i 3: 5. CONSTRUCT 14—FOOT WIDE GRAVEL ACCESS ROAD OVER SEWER AND WATER MAINS IN UNIMPROVED AREAS. INSTALL 10 INCHES OF 3/4" CRUSHED W {Z o cn \ yAGGREGATE BASE COURSE OVER 12" OF COMPACTED SUBGRADE. CENTER L D y J ROADWAY OVER MAINS. 1 a' U E (JulLn MC � O �p OS i X zo p � rn m Ld N SITE KEY a m E o w 1„=250' Li u Z L Li u 3: 1 La N \ \ 2 LLJI° / 9 4 13 X 1 BLOCK 4 A� w Gi J o SSMH C-1 1 2 7- 2 Lu \ 14 = BLOCK 2 3 •e o V) :7 1 Z a 1 z oM $� �\ SSMH B-15 o 2 15 o tp V) < � 1 8"W W. EDIZA DRIVE—,\\- _ 1 � 90'SSMH B-10 —19+00 20+00 16 r��/� I <8 SS �O \sti o��G oQ' SSMH B-11 Q, 1 Q w z p 165' s�i°cp`JW� SSMH 9 N 4• 2 O Q w w u 2 21 00 A7 am ° tY U) o o o cn 2 L8 S`� / 2 w<°"a>in v r"i ``� o L,!.- SSMH B-12° N 14� \ Z O: N z P" 2 O m po >ao Lo 06 co Urn ' PROVIDE KNOCKOUT Z�^ y w o c° 00 0'+ N > d ry °� c • co 1 I N. ADERO PARK AVE M Lf) FOR FUTURE SEWER Z tP N W 00 <n o • _ ¢ _ Lj _ \\ ��^ N + II m N rn II N w + N d �,� rn o �6�• SSMH B-14 �� Z MAIN EXTENSION p0 y �' Z cp = W 1 F II 4i d of cv ` - 12+00 � < m rn N = Nrn II 2 �—r— NJ k �L 2 \\ cP �^ II W II 0 > L^I'_ N t� + N v . LLI p 2 \� � �� ' woON �� Zz w~ wZ 3�zz o�/ V �� 2 0 I <8"SS SSCOH-1 E_ n/ 2 N rt N 2X 116' SSMH 3-8 167' Ir- 'A - �� '�O� �N � V) N v�J - 3 Q// o�/ iu o N of � 0 i 11+00 1 °so / ZL�27. W ��c9 �� PSG _ - �p // tr�j ,�VO� / � <8SS ~ Q 166 1 \��'�� o. `J�� a W I`� N ��h• (0 00 1 0°� SSMH H-1 p 9 8„W 0� SSMH B-8 cvz \a o � �� ^// V. 2 2 > o r 1 �' _ �16i 0 9� s�,cp c� 4 5 6 �' �<v��`�\'„Z ti� ,\r-( Lu n n W O SSMH B-6 �. <8'SS i C� BLOCK 1 7 �i 4f k,, co a,- roo \ SSMH B-7 / 2 t • �,X/N�Qi' V�v co, 1 \ DESIGNED: C. GRAHAM 00 \ \ 18. Idr 8 tc,�/`/1'`�/ryh o V^Q, SSMH B-13 BLOCK 5 w \ I0 M r 1 � �_�/ lj^X vv Lo DRAWN: C. GRAHAM r*I \ l �'\\ Z 1d,;v ld Iy 9 v \ 3�v��//N / SSMH B-7 CHECKED: C. GRAHAM w � o lv/� rr 6"PI '-y . , Q . � � � = Q ,\ APPROVED: C. GRAHAM C) PREPARED FOR: o SSMH H-1 � - - � �• � / ° BLOCK 5 �� _ ° 1 1 BLOCK 1 12 / �� vL a 4 / F111 LLC cl- \\\ �`• - a Ai PO BOX 593 EAGLE, ID 83616 z 2565 L ^ 2565 2565 ^ 2565 Qo -- 3 --------- '1 ------------------ -------------- z ------ W ^--------- -------------- ----------- -- ^ ------------------------------------------------ ----- ^^ ( --- --------- ^ --- -------------- -------- ---------------- ^^v -------------------------- -------- ---- O ----------- ---------- v vv --------- --- ---------- (W .zi ------------------------------------ ----- ---- CQ J I w ^ 3 Li to w Z " o io 00 00 3 ^ V) ^^ V) z z W .� CO 0) O rM ^^ V) 117 In --------- -- --------- ------ W -------------------- -------------------- -------------------------- �z M (n z V) ^ � - n LO � N vvN O a0 9 J Z Z '� W..i Z N `.`. � .Zi a0 � � � � � x � � � � Z fn � 00 ----------------------------- M Z 00 It ---------- ------------- io 00 -- 9 �c0 N c0 N N N to to LO (y(y LO nI- M pp � � OMO pp � � 00 �� N NN M� � NNN � � DO 00 M N N H ■ Y M r) `' O N (11 s 9. 00 LO pp to Q)" � N^ II 00 LO L N O 2560 _ ,o a � x a0 a0 LO I ,o L N �00 N io N N II N cfl 11 _ II II II � in 2560 Op M M N x 00 LO 00 �`� po N N N N II P7. 1) II —N O ~ M Z D I + � Z Z Z 00 2560 2560 00 M N I� N NN II CO M N O O N N 11 ------------------------------------------------- Cn II II O rM �j H O 4 z Z -O ------------------------- m + LO — O m N C — - - rn p N N 11 M Z = I o-. O w � o II II NON � � II II EXISTING GROUND I + L0ZZ O j tO � z o ---- oio ,o N =�I Nzzz z 00 _� O =r N CO ri z z ------ --- II o ri z z O --------- ------ - mao �o --- - + �o - N m > > > ---- =ci II z z - ----- a 11 - - - - ----- wi z z O - > > FINISHED G ----------------- ----------0 1 z O �00 1 mop N - - I + II — (n 1 + tn — — NZ O + � - - N » > 2 II Z Z Z �¢ NH �x x x x - - = N U¢ m io -- 1 + — m— -------------------- ---------------------------- 2 z z z N > > ---- -- II — — — ------------------------- - N� —x -------- - ------- mc0 Ln ------------- 11 II z z ---------- --------------- cn �x II U)¢ cn cn rr ap ao _ » > ------ - mlo � � N » > II 2 Z_ Z �__ N(n � 00 00 N » > �¢ m II z Z z N > > = II z Z z " Q — = II z z z N " J � N = II z z �¢ �¢ - - — tom II ---- ------ N~ -------�¢ �. _ cncn � ap -------- ------------------------------> g¢ 11 — — — - 11 — — — NH —. x x �. L7L7 � a0 ao a0 11 — — — ------------ ----- --- U (n H �x x x �¢ — — to H �x x x \ —1 �' � � N N � ao ao ao cn cn p_ ao ao V)H_ m x z N N 00 00 w 2555 NND: aoao ao (n(nw00 a0 NN \ 00 °° - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - 2555 2555 cncn � aoao ao_ - _ - - - - - - - - - - - - - - - - 2555 J Lu O ------- - - - _-_ _ _ ___ - - - ------- --\--- ------------------------------------------------- ---- - ------------- -------------------------- -------------------- -------------------- --------- -------- -- - ---- O - -------- ----- ------- ------------- ----------------- ------ z i..� LLI ---- ------------------ ------- ---------- --------------------------------- ---------- ---- - ------------- -------------------- -------------------- --------------------------------------- -------------------- -------------------- -------- - -------- -- ------------- ------------- ------ ------- - ILL]- ------- - --- - EXISTING GROUND C ce 1 7 G ce a_ 2550 FINISHED GRADE 2550 2550 2550 W w ---------- -- - ----- - --- -------- ------------------------ 12" STORM ---------------------------------------- --- ------- Q ~ 12" STORM DRAIN CROSSING 8" WATER 4" PRESSURE - ------------- -------------------- ------------------------------------------------------------- -- DRAIN CROSSING MAIN CROSSING IRRIGATION CROSSING m ----------- --- - ------------- ------------------- ------------------------------------------------------------ -------------------- -------------------- -------- - -------- --- ------------------------------------- -------- z 8" WATER MAIN CC CL w CROSSING ------------ -------- ---------------------------------------- ------- N G z m 2545 2545 2545 2545 — Q » ------------------------------- - ----------------------------------------------- -------- z ____________ _ ____ D=8" PVC SDR35 L=128' S=0.42% D=8 PVC SDR35 ----------- ---- - L=135 S=0.42% f L�lp _ _L -------------------- ----------- - ----- ------------------ ------------------------- ---- F,35 ------------ - ----- - " PVC ------------- - ------- - ----------------------- 5=1.85% D=8 SDR L=86' " _ U 2540 Lu I_160o L=51' S=0.42% 2540 2540 L=145' S=0.42% D=8 PVC SDR35 _ J D=8" PVC SDR35 2540 0 z J S=0.42% - _ ------- - m N r D-8 PVC SDR35 ------------- --- J Y ----- I ------------------- --- - ------------------------------------------------------------ -------------------- ----- ------- -------------------- ------------------------------------------------------------ -------------------- -------------------- ------------------- ----- - ---- ----- ------ -------------------------------------------------- ------------ V W w --------- ----- L=84 L=58' ------------------------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- -- S=0.42% S=0.42% 2535 -D=8" PVC SDR35 D=8" PVC SDR35 2535 2535 D=8" PVC SDR35 2535 0 W J ------- ------------ --- -- - ---------------------------------------------- ------ ♦V) — -------- ------------- --- --- --------- ------- --- ----- N O --- ----- --------- --------------------------------------------- N CSW PROJECT NO. 23007 25301 1 1 1 1 1 1 12530 2530 1 1 1 1 1 1 12530 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 10+00 10+50 11+00 11+50 12+00 DRAWING DATE 1 1/06/2025 o SEWER LINE W PLAN AND PROFILE (CONT.) SEWER LINE W PLAN AND PROFILE 0 STA. 1 5+00 TO 22+50 STA. 10+00 TO 1 2+50 5 2 o �,\ot.A,L F NOTES KEYNOTES 0 20 40 80 120 ENS� 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970 w ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1" = 40' 1 1-6-25 J 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. s� O v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5 �O 9TFOF ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD to DRAWING SW3. U 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR f11 to OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, LIB Y TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. 3: 4� 5. CONSTRUCT 14-FOOT WIDE GRAVEL ACCESS ROAD OVER SEWER AND WATER J i MAINS IN UNIMPROVED AREAS. INSTALL 10 INCHES OF 3/4" CRUSHED W o cn AGGREGATE BASE COURSE OVER 12" OF COMPACTED SUBGRADE. CENTER L D y ROADWAY OVER MAINS. 1 a' U E LL_ L1 NLn 00 M m o 00 of X z p o rn m L ^ cn N SITE KEY a m E o w 1„=250' w z z ra u U N N x I 1 5 14 13 BLOCK 2 - w 6 � u, w 12 11 � 2 O U U 0 w 10 9 ° w w > > > U W00 �Lo" > w J - N� aoi'o N000iao N0co (o wLq � > Ljj 5 \ p W + N 00 W + N W + 0 N N WOO U - Z 2 U Lo / � W 2 + WNH � 3r`� Sm 3� = � W + II Np') tON OfNp Q ° I O N N II ON twClll � N WNHN 3N2Lo 0_r N0 wN0- W N II II to II Q II w N I- N w + II N m U z . - < Z > . < Z > < Z > to II O II 3� = � oLo0 > � TT I D E = o - � w co N BLOCK 3 U !� 1 �to _j �tN J Z �tN J Z - H W > w 11 N 0_ 0 �In 00 - E MW f1 IttnJZ NQZ II �rn = � (�%Omin 4 > r E UT 0_ 2 2 ItNJ ? V) 11 c~a �p �rN � 0D w ° 2 I o H w Z 3, _ � N / k SSCO G-1 I E w N I O • ° ' 0_ 2 N 11 Z c11 v I ,�, / g `o v 2 CRIM=2555.59' ��,, o o _o N z 23+ ° SSMH B- 5 . 2 2 N w z 2 I I ��. 8 INV. OUT=2549.54(S) I c D o o a Li SSMH B-13 _ <8"SS p 3 L ~ \G�,O, SSMH B-14 0 ioH-11 {'- I ��y 1 SEWER,EASEMENT D V) u o 8"W 2 9 BLOCK 4 1 I �u o � �,p O ° 166' SSMH B-16 - SSMH E-1� - 21 a I o M � �F,X o�p 2 I .9/� / s � ±55 LF 8" I I N z Q ^ �per,' 1 1�3. M Fq //° F / PVC 0 0.42% O. R. �p0�y0 \ SSMH B-10 < g Jr _ ot co' No' "?At PROVIDE KNOCKOUT - z ~ J` Io c)' w rn o w,n 2 8 8 yy q F o 1 2 FOR FUTURE SEWER 1 BLOCK 1 - -W - w U o' Lo - MAIN EXTENSION �J J p ryry i/0�d� N co Qi > omi U oo^� SSMH B-17 O �7/ I - - _� Ra z 12 �vri0A`ZIV N+ jj , w+ n t �q. ac 159• is 0 2 - - O , �Q= � M = N N,_r 11 ,n � - 0) 2 8. N 8„W I .��7 XNH II �N � N �� Mel Un 26 I _ao - - I I O Q a w< z z w II b 5 �N 2 N CV '�Op SSMH C-2 �� v z o 3 U) w _ uj� z z W� �� h%/ „ SSMH B-19 \ / - SSMH G-2 v I 1 W. MALTA DRIVE SSMH G-1I I(EX) V N to J N Q 2 Mom°�• 2 SSMH B-18 <8 SS 1 158, 8"W- 0� / 2 v o _ -� �ry 2 N U�Ao. ° 8»W 1 -�, SSMH B-9 " BLOCK 1 . <v `v _ _ 8'SS> - <8 SS �— - DESIGNED: C. GRAHAM d �Q U co ��G h, 10+00 - 11+97 - - - 11+00 10+00 ' ryry 2 122 x IV c`�ry 3 ��^��O SSMH C-1 9 I ___________ / Hk 0 1 3 1 5 16 �� /��/I �� M d 2 2 2 �� x r�0 „, ° 9• / DRAWN: C. GRAHAM w 17 Q=O /� �� W' V�io , 1 - � �P C��r`LO�O 2 _ t27 LF 8 ` w I I CHECKED: C. GRAHAM Ui ��v2 Q'ryZh� �ni �^� w�_ g � Jii 1 PVC 0 0.42% w 4"P t 1 8 Qj /l ry lv 1j of U io w o l i� a s 3tv �j �ry tw '� Lr) w+ M 131.00' WATER/ I rn D APPROVED: C. GRAHAM 0 14 19 �,�Q N N too II 04 u� v SEWER EASEMENT C4 � UiG=2 Of II U > �NH II 7 I 0 U 3� z z_ w 11 " > o PREPARED FOR: �N w N w z I 2 SSCO G-2 i - --- '--- ------------ P g 20 _ to J - RIM=2555.98' uw I F 1 11 LLC w - --- - -------------- I N 8" INV. OUT=2549.42'(N) I J PO BOX 593 w � \ _ N. ARIA WAY 4"PI 21 22 � � � w EAGLE, ID 83616 — — 4 BLOCK ] 23 LLI Y ^ 0 2565 ^ 2565 2565 w 2565 2570 2570 ■ Q ----------W^^� zv -------------- —--------------- ----- --------- ^ --- -----v ----- - ..--- ---- ^ ---- ---- ----------------- --------- ---------------------------------------------------------------------------------- ----- r ..^ N Z �. N _ Z w - ^ - X Lo =� 00 Z 3 v ^i. N i. 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CNN II Z II - - - - (n< = II 11 z z z N N > > > mm - - =N Cu z z m< m - m II N z z z N > > GROUND mo m - e d ---------------------------- m N II II U)I- - - N u) of o 00 EXISTING GROUND < � - - - = II II z z z N N > > > �Q II _ _ to H _: - - - II 11 z z N » > o "o II z z o0 W ------- cn U) �00 00 tN H _: : : < — — — < II --------------------------- w (Z NN � 00 � 00 tnH �s : s �Q II ZZ Z NH �s s NNO_ UO t/IH �: s s NHS — — �Q 11 ZZ Z �00. mm N I + � Z - - ^^ 0 -------- N N 00 co tt%N 00 OD 00 N N fY a0 00 ---- N~ 0_00 00 00 - Z 0- Z Z Z > NN 0_ 00 00 �_ _ : N N UO Lo > > NN � O 00 N N N°i L6 z II FINISHED GRADE = II `j _ z w 2555 — — — — — — — — — — — — — — 2555 2555 2555 2560 6± m U)I : io io : 2560 W — — — — — — — W - - - - - - - - - — — — — — — - - - - - - - - - - - - - - — N » > tntn0_ OO � M 00 IIz Z z -------------------------- -------- - ---------------- - -------------------------- ------ ---- ----------------- -- ----- -------- ---------------- ---------------- ------------ ----- - - ------------- -------- � ____ _ _ _ EXISTING GROUND --- N N �QO 00 QO m z FINISHED - URE4" PRESS FINISHED GRADE 12" STORM GRADE - _ . w 2550 IRRIGATION CROSSING DRAIN CROSSING 2550 2550 " 2550 2555 - 4 PRESSURE ---- _ ---- 36" GRAVITY Z Z 8„ WATER 8" WATER I IRRIGATION CROSSING - 8" WATER IRRIGATION CROSSING z ------- - - ---- --------------- --- -------------- --- ----------- -------- --- - -------------- --- - --------- -- ----------------- O MAIN CROSSING MAIN CROSSING MAIN CROSSING - 0_ _ -------- - -------------- --------------- --- -------------------- -------------- 8" WATER -------- --- - -------------- --- - ------------- ------------- MAIN CROSSING U 2545 2545 2545 2545 2550 D-8 PVC SDR35 S=0.42% L=156' 2550 0 m JI --------- ------------------ - --- --- ---- ------ ------------------ - ------- —— — — —— LLI to - - - - - ----- - L=83' ---- L=69' S=0.62% Y L-59 - ---- LJ o L=52' L=96' 5=0.42% 5=0.42% S=0,42% D=8" PVC SDR35 L=46' - --------- --------------- -- --------- - V J L= 2' S-0.42% D=8" PVC SDR35 D=8" PVC SDR35 D-8 PVC SDR35 S=0.42% ------------- -------------- --- ---- D=8" PVC SDR35 -------- L=84' - ------------------ ------------ --------- - --- ------------ W w D=8" PVC SDR35 - ~ 2540 D=8 PVC SDR35 2540 2540 S=3.44% 2540 2545 SLEEVE SEWER MAIN IN STEEL CASING 2545 Q W D=8 PVC SDR35 PER MERIDIAN SD SW-1 AND SW-2 --------- - FOR WIDTH OF IRRIGATION EASEMENT-------------- - - - VCONNECT TO EXISTING 8" SEWER I W ------------------------------------------------------------ ------------------- ------------------- ------------------- ------------------------------------------------------------ ----- ------- ------------------- --- ----- ------------------------ - PRIOR"TOV CONSTRUCTION) (FIELD VER N �zn O ------------------------------------------------------------ ------------------- -------------------- ---------------------------------------------------------- N CSW PROJECT NO. 23007 2535 2535 2535 2535 2540 2540 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 11+50 11+00 10+50 10+00 12+00 11+50 11+00 10+50 10+00 DRAWING DATE 11/06/2025 Of o SEWER LINE W PLAN AND PROFILE (CONT.) SEWER LINE 'C' PLAN AND PROFILE SEWER LINE 'G' PLAN AND PROFILE O C 5 m 3 STA. 22+00 TO 27+00 STA. 10+00 TO 1 1 +50 STA. 10+00 TO 12+00 o �,\ot.AL F r NOTES KEYNOTES 0 20 40 80 120 ENS� 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE (D POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 6970 w ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1" = 40 1 1-6-25 � 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET Co.1. 0) 02. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' C) �-9TFOF`�p2° QX ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'A/ENE M G�PX 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. U 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR f11 V) OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, LIB Y TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. i 3: 5. CONSTRUCT 14-FOOT WIDE GRAVEL ACCESS ROAD OVER SEWER AND WATER MAINS IN UNIMPROVED AREAS. INSTALL 10 INCHES OF 3/4" CRUSHED W {Z o cn AGGREGATE BASE COURSE OVER 12" OF COMPACTED SUBGRADE. CENTER L D y J ROADWAY OVER MAINS. Ln 00 1 a' U LL_ L1 N M m O 00 of X z p o rn mLU) N SITE KEY a m E o w 1„=250' w Z L Li Li u N W W X W O w Z cn _77 W Z � 1 � 4"PI 4' PI 4"PIF-1 It _ 1 Of IT 1 BLOCK 4 ° 14` O 1 1.1 � Q 4 EG I I o w z cn 9 8 7 6 5 4 3 2 SSMH E-2 w — — — _ c�3 W W W . IRR —I n IRR — W ln�Of W W W W W � p U U U U U U U U 2 I I Q N z 2 �p o �p o wpo Ofp 0 afp 0 ofp o afO o w0 1 r �� 4" I 4 PI 4''PI 4„PII 4„PI w NO pin (L),'?q N0C) N� pED NppiT N� pi� Nppi+) (wj)O �O • • 1 Q O� aoi: � � � r�ii: co Unr, 00 � r- 00 rni: i. rico � rLn Lof'tLI + ED + pf`- NO 0_� Np �^ NQj WONO� �V- NO wrNp F 3C = Lo 3o = Ln 3t = Lo 3 + = � 3t = Ln uj 3N = W) 3N = � ED 3N = Lo 00 I Lu BLOCK3 SSMH B-19 Z Q Ld UJ N W'- H N W— HN W� HN W� HN W� HN W� HN W� H N vi w 13 12 11 1U 9 8 7 6 5 4 3 2 U) 11 Oil U) 11 0 II V) 11 0 II (n 11 Oil cn 11 ca II U) 11 Oil (n 11 c9 II (n 11 c II (n r co 2 Q _ Q Z > Q Z > _ Q Z > _ Q Z > _ Q Z > Q Z > Q Z > . Z > s 1 Hw z f- w Hw � w Hw z � w - Hw � w N v w w w w w w w w w w w �(n J Z �N J Z �(n J Z sFN J Z �(n J Z t(n J Z �N J Z �N J Z � U U U U U U U U U U U N Z \ Q �� 2 2 2 2 W� p .0--0 it�0 O'cno who of�0 W't0 Ix�0 0=�o Of�0 0=�0 3 Z + + _ NOOK NOp � NOpo N00p^ (Wpp� Np �� (WOOD NO �zo NppM N� 00 (jjypl� 2 0 2 00 � ) ^ a0 ll) 00 00 N 00 00 O 00 00 00 I� 16 Oo co 00 Ln 00 00 M w 0_r- M0) ofMMc1i 0_ppoOi O'I- Mcn ofvMOi [COK) p 0_r- M D_'� M �•- M 0'00 W) �� M � 10+00 ° 11+00° 2+00 1 2 wM III wr± Il � wM III wN III wc± Il � wN III w + III w + II w + II <8"SS SSMH D-1 I o UJ 04 w� � N Lo UJ Lo w� � N w� H c�.i w�- F- N w� F- N w- F- N L Lo d w- = c`ni w� � N DESIGNED: C. GRAHAM SSMH B-11 <8 SS w (n 11 c9 cn 11 c� (n 11 c� cn 11 c� (n 11 c� cn 11 c� (n 11 ca cn 11 c� (n 11 ca cn 11 c� (n 11 c� — — — II II II II II II II II II II II SSMH B-18 —N. CALCUTTAAVE - � z > " � z > - F<- " � z > - � z > _ � z > - � z > _ � z > - � z > _ � z > - � z > Q 2 ,�'� \ 8"W 8„W (n J Z (n J Z N J Z (n J ? �Y N J ? (n J ? N J ? N J ? N J ? cn J ? 1 DRAWN: C. GRAHAM " BLOCK 3 W 1 2 2 2 2 2 2 2 2 2 2 2 2 CHECKED: C. GRAHAM \ 2 SD ° 2 2 Li 2 2 2 2 2 B.O. ° APPROVED: C. GRAHAM I 8„W 8„W z 1 w0oo w oo w oo w oi0 '''for, w�o(o ' '�oi, W. ANATOLESTREET Q Uppcn �po � Uporn 2po00 �po � Upoco �po � > >o >�i > >cfl >00 > - — 13+00 12+00 11+00 a0 0i 00 rn 0o Qi 00 of 0o Qi co ai 00 0i I n �°° M � IxNr� � o-� M � 00 0) w— Ix' � � afOoM � 8"S$> -SSMH E-1 —g0 PREPARED FOR: Q BLOCK 1 ui 1 NO+ = N U) Lo N + = N N + = N N(± n It= N NN = N NN II N I 2 SSMH E-2 8"SS> '0 2 N� II _ = I + + + + 1 - + + + + + + + + + +++++ 00 F111 LLC ° ' `f' II > II c9 > II c9 > II c9 > I- w + + 159• �� SSMH B-17 PO BOX 593 w w� � u w u w'- 0 II w o 0 > w n � > w u � > w w� iZz_ w� zz_ w� izz 3: zz_ w� zz 3� zz 3� zz W > - + + + + + + + + + + + + + + - - - + 1 NNJ NNJ N(nJ NNE NN _j NLij NJ — NNJ — - - - - - - Q a EAGLE, ID 83616 s T Q _j SSMH D-1 2 8 2 2 3 4 5 6 7 8 9 - Q BLOCK 4 BLOCK 2 2 �0 J I BLOCK 2 z v 8 10 o z Q 2 Y Ij 4„PI -4„PI - 2 2 Z = 4� o SSMH B-12 + I � 1 IN• II LLJ O J_ Z z LL O U 2565 2565 2565 2565 Z Q 0 W ------------------ ^ ------------------------- -------------------- ------------------- ------ ---- ^ --------- .. --- ------------------- ------------------------------------------------------------ -------------------- -------------------- - O ♦2 O 3 N w N ------------------ ^ --------------------------- ------------------- ------------------- --------------------------------------- -- _ LLI vv ----- ^v v------------------- ---------------------------- -------------------- -------------------- -------------------- O --- -- --------- --- I� --- -------------------- ------------------------------------------------------------- -------------------- -------------------- - 3 .Zi.�I� C) e N N N 9 9 f M W A (V N *--------------------------- --- 00 qt N -------- - CO N -- Uc 9 N N In ILL] Z -------------------- - 14- ------------------- U 0 o 1- � N `n-co II 00 II Sri � ao 'n ' . 2560 p in N N II ao �n 2560 2560 � co co 't N -�O N 2560 Q W F �00 N r O in p- �00 II II I O O ----------------------------------------------------------- --- o N II r N N ILL] --------------- �pWZz Ln > I + � �� 't II o r0vizz = m 0+ — — O FINISHED GRADE N N '''"� N > �i z o > > > ------------------------ -------------------- - = II II z _ II z --- ------------------- ------------------------------------------------------------ ------ -------------------- -- I + � - m O+ Lo - - ------ ' Q N _ _ _ Q Q II EXISTING GROUND w o Ln Ln = II II ZZ z NHS: � N > > N > > > N H �z x z ----- ----------- -------- (n(n W --------- (A(A co ---- ----------- -- U) II II Z_ Z V)Q II Z Z Z ^ (N(N 0_ 00 00 co -- ------------------- ------------- --------- - -- N H _ (n H — — a. 1..� Z u)N 0_00 00 (n(n 0_ ao t70 00 2555 - - - -- - - -- 2555 2555 2555 N W U) -- -- -- - -- - -- - - - z ------ ------ - ------ -- - 8 WATER � W --------- --- --- -------------------- - -MAIN CROSSING------------------------------ -------------------- -- v� EXISTING GROUND � 4"_ " PRESSURE FINISHED GRADE 25`50 IRRIGATION CROSSING 2550 2550 U Y 8" WATER =8" PVC SDR35 S=0.62% L=343' O m LLI --------- -------------------- --- � ------- - ---- --- ---------- -------------------- MAIN CROSSING ° _g" PVC SDR3 D- LLB =287' s=152% 2545 2545 2545 Lu 2545 Q ----------------------------------------- - ------------------- _ Q J ---- --- ------- ---- _L=26 S-0.42% U -------------------- -------------------- ---------------------------------------- ------------------- 1111 � ------------------ 2540 10+00 10+50 11+00 11+50 12+00 12+50 13+00 2540 2540 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 2540 CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 SEWER LINE 'D' PLAN AND PROFILE SEWER LINE 'E' PLAN AND PROFILE o STA. 1 0+00 TO 1 3+00 STA. 1 0+00 TO 1 4+00 C 5 m 4 N E SFo 16970 0)11-6-25 v 3 C) ,qTF OF 0 30 60 120 180 J <36"GIRR - a - - - <36"GIRR - - - Ra 3 �1# cn SCALE: 1" = 60' 1 1 1 �� rn 1 � � 4 i 4 it f95LF 8" PVC � � I J I KEYNOTES BLOCK 3 F1I 12 23 I A �� v > 1 REMOVE EXISTING 2" BLOW-OFF ASSEMBLY AND 8" GATE VALVE AND CONNECT TO EXISTING t36LF 8" PVC N 3 I E 1 - E E v 0 I 13 12 1 1 10 9 8 7 6 5 4 t 18LF 8" PVC 2 v X E MW 8 PVC WATER MAIN. BLOW-OFF MAY BE REUSED ON SITE. MAKE COMPATIBLE CONNECTION � 1 2 X I E �' N BLOCK I I E UT � , t 13LF 6 PVC o o �o TO EXISTING 8" PVC WATER MAIN. o o c� 5 S 6 22 E o o p O2 INSTALL 8" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE 4 4 4 1 4 4 3 ' a °o °o O rn vl WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. 31P 6 2 t30LF 8" PVC D o o m U) U `t 31.00' WATER � 1 O o N 11 ll 12 12 12 P PIP PIP P 'q / I O D 4 SEWER EASEMENT t29LF 8" PVC $ 1010 ° " 3ct� O3 INSTALL SINGLE 1 WATER SERVICE LINE AND 3/4 METER SETTER PER CITY OF MERIDIANX fu SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6.Li B 1 z 13 t53LF 8" PVC ' .0. 5 8 W 4 2 „ W.ANATOLE STREET— — f31 LF 8" PVC B• t9LF 6" PVC - a t139LF 8" PVC -f247LF 8" PVC O INSTALL DOUBLE 1 WATER SERVICE LINE AND 3/4 METER SETTER PER CITY OF MERIDIAN 8 SS> 8"SS> 1 1 9 - _ °' SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. �.� N W 1 1 S t21 LF 8" PVC O cn 8x6 TEE (MJxFLG) I 6 12 \ / / / - - - i w 6" GATE VALVE (FLGxMJ) - - - -�1 - - - - - - - - - - - - - - - - - - - - - - - - - - �'� 20 \ / y �� t70LF 8" PVC- 6" WATER MAIN (LENGTH PER PLAN) I / W. MALTA DRIVE t26LF 8" PVC 1 5 1 wFIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. 3 3 �= 4 / _ S _ 8"SS> S 1 I IU 8 BLOCK 2 10 1 2 r��O 1 2 Q � --------- - - © 1 1.25' ELBOW (MJxMJ) 2 4 CL 1 2 ��Q 1 g / / = r RR 0 7 22.5' ELBOW (MJxMJ) � 12 6 = f75LF 8" PVC // \�� " W I O I 3 < 0 12 0 7 / ;-/\\ .o. B. t56LF 8" PVC ° J cf) ® 45' ELBOW MJxMJ 3 " 4 4 /,: 31.00' WATER/ D ( ) V) -H 1z / . SEWER EASEMENT I A z w I o0 j 4 18 /. / :� w o » » Q) 0 8 x8 TEE FLGxFLG _ 0 (2) 8" GATE VALVES (FLGxMJ) 6 z i ( ) a1 > � 12 12 � / � z 3 � U - 10 8" GATE VALVE (FLGxMJ) 4 4 12 ,� 12 I I 12 //.. a- Of 0 1 1 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 1 z J 5 13 I�00 '7 �'- / / // I ~� 1 o Ld Q w 12 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. I 5 z 4 4 6 � 13 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" 5 12 U t13LF 6" PVC 14 MATCHLINE -SEE LEFT w o � VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. 6 12 16 1 o z SEE WATER NOTE #2 SHEET C0.1. 4 '2 N> 4 `" cn U 1 2 ao� 1 I I g = 14 INSTALL 2" WATER SERVICE LINE AND 2" METER SETTER PER CITY OF MERIDIAN SD-W4 FOR a - z BACKUP PRESSURE IRRIGATION SERVICE. SET METER ELEVATION ACCORDING TO CITY OF �� 7 '2 4 3 BLOCK 2 0.�+ 'S 4 M '2 > I I I w p MERIDIAN SD W6. A DEQ APPROVED REDUCED PRESSURE BACKFLOW DEVICE IS REQUIRED. �t I NLL. 10) 1 5 1 N J -H o O 1 5 LOWER WATER MAIN AND SLEEVE IN STEEL CASING FOR WIDTH OF IRRIGATION EASEMENT (30 v N 12 t40LF 8" PVC 12 7 FEET) PER MERIDIAN SD-SW1 AND SD-SW2. CLEARANCE FROM BOTTOM OF IRRIGATION PIPE s -H 2 16 5 I Q I ''I o TO TOP OF SLEEVE SHALL BE 3 FEET MINIMUM. SEE SHEET IRR1.0. BLOCK 4 4 I 7 t29LF 8" PVC t13LF 6" PVC 13 i � w O 4 PI a .I 12 I 9 t38LF 8" PVC 6 / 12 " - 14 1 I I I DESIGNED: C. GRAHAM O 9 L - - f42LF 8" PVC 11 VC t69LF 8" PVC - t41LF 8" PVC DRAWN: C. GRAHAM P _ 13 I ; t70LF 8» 4 ;� CHECKED: C. GRAHAM 2 LLJI\� " ZPORNE �g"SS 7 g I ,I APPROVED: C. GRAHAM z B.o1 \ t36LF 8" PVC // W �O` -,� > O / 12 W U \ 7 1 // 6 '2 / -r� o PREPARED FOR: o4„PI 13/`/ a Q,�G��'SS 4 4 12 / .. I J 0 t8LF 6" PVc $ 12 o F 1 1 1 LLC � 5 6 / �\, 4 / 1 Z ;;I PO BOX 593 � 14 DI �N s 9 10 11 /.° / ° EAGLE, ID 83616 12 \ g S 1 2 4 6 BLOCK 1 / I' i i :y J 9L �' S t51 LF 8" PVC t12LF 8" PVCof O / 4 1 - - - - - - - - - - - - - - I ■ � 6 / �� ±31 LF 8" PVC cn P 3 J / QUA' / Z 3ya`` /• s W. MALTA DRIVE =% / I Q U / BLOCK 1 / --------- "-- L Jv 2 / / : _ ___ = O 12 12Lj a_ t26LF 8" PVC :� 3 ' \a / / :/ / I LCu Z a_ o / W Q 6 45' ELBOW (MJxFLG) /. . = f64LF 8" PVC / 8"x6" REDUCER FLGxMJ / I J L t10LF 6" PVC 6 / / : / %;� m 5 Lu LLJ /SD 0 S 10 , / r�z 8"x8" TEE (FLGxFLG) � B.O. // - . qVF t20LF 6" PVC �' 5 -45' ELBOW (MJxFLG-NW) v 2 / 8"x6" REDUCER (FLGxMJ-NW) — 0 N S / M . f�F 8" PVC 1 \\�� c8ss\/ WATER NOTES / t69LF 8"P c I m Y / 11 / O Of / / n/ t47LF 8" PVC BLOCK 5 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE 2 I li MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. / W � �� CPS / / Q sJ / C.O. o 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. t22LF 6" PVC/ S <8�S ; C. / �. U tl 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. - - - - - - f32LF 8' PVC 11 w z c`\1 I "' 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. L 1 7 N En CSW PROJECT NO. 23007 = MATCHLINE -SEE RIGHT 5. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR OVER A SEWER OR n \� o DRAWING DATE 11/06/2025 WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, TRASH ENCLOSURES, TREES, DEEP ROOTING 2 \ w BUSHES, ETC. \ v \ M 00 v, \ \ I c6mO o S\ONAL F N �06�5 \GENSFo 16970 w 11-6-25 C) 0), �O U �TF OF E M.GAP I 0 25 50 100 150 I I -IRR- - -IRR- - - -IRR- - - IRR- -IRR -IRR- - - I IRR- - - I -IRR- - - - -IRR - RR- - - -IRR- - U rn cn SCALE: 1 = 50' — 'R" 1 — — — — — •<36"GIRR — — — — — — 0 9 6 RR II RR — <36"GIRR 5 — — 0 w PI 4 PI 4 I 4 I — J LL PRESSURE IRRIGATION NOTES " 2 7 2 7 t94LF 4° PVC '� D t8LF 4 PVC 1 1 1 1 1 1 1 1 1 1 1 23 I 1. IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC SECTION 900 AND t43LF 4" PVC SLEEVED U) t26LF 4" PVC a c.> f413LF 4" PVC N w THE REQUIREMENTS OF NAMPA-MERIDIAN IRRIGATION DISTRICT (NMID). THROUGH C900 PVC s 1 I N o M � 13 12 1 1 10 9 8 7 6 5 4 3 2 v � C0 0, 'O °p BLOCK 1 O C) 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED t94LF 4" PVC o_ FORCES EXIST BY SUITABLE THRUST BLOCKING IN ACCORDANCE WITH ISPWC REQUIREMENTS AND PER t55LF 4" PVC SLEEVED s 22 m w U) ISPWC SD-403. ENGINEER OF RECORD OR THEIR REPRESENTATIVE SHALL INSPECT ALL THRUST BLOCKS BLOCK 3 �- U) U) o N PRIOR TO BACKFILLING. 2 7 THROUGH C900 PVC rY a' a m E o lJJ 3. THE PRESSURE IRRIGATION PUMP STATION, PI MAINLINES, AND ALL COMMON LOT LANDSCAPING WILL BE � z fu OWNED BY THE ADERO PARK COMMUNITY ASSOCIATION (HOA). B.O. 1 f66LF 12" PVC SLEEVE L w 8"W 8"W 8'�W 21 FOR FUTURE PI MAIN °' 4. IRRIGATION WATER IS PROVIDED TO THE SITE BY McMULLEN LATERAL WATER USERS ASSOCIATION WITH A — W.ANATOLE STREET- — — t199LF PVC — � BACKUP CONNECTION TO THE CITY OF MERIDIAN DOMESTIC WATER SYSTEM. s 8"SS> 8"SS> 8"SS> R=416' cn i 20 w KEYNOTES 2 7 I / � I 1 BLOCK 2 vj�O O INSTALL 3/4" PI SERVICE LINE WITH 3/4" BALL VALVE CURB STOP AND 4" PVC RISER. 8 1 10 rvi / __________ Lu z 19 ~ O2 11.25' ELBOW (MJxMJ) 1 1 / ;'� O3 22.5' ELBOW (MJxMJ) 1 7 11CD Li z 3 z0 ® 45' ELBOW (MJxMJ) "cNn 18 5 90' ELBOW MJxMJ - 100 1 12 1 / z 4 Q © 4"x4" TEE (FLGxFLG) / o O7 4" GATE VALVE (FLGxMJ) W 1 u 1 1 1 7 z > a 5 13PVC / a ® 6" GATE VALVE (FLGxMJ) a I 5 z t202LF 4" PVC t114LRF / of W I w z O9 PLUG PRESSURE IRRIGATION MAIN AND MARK TO SURFACE FOR FUTURE EXTENSION. M 1 4 1 14 •° N 10 INSTALL 2" WATER SERVICE LINE AND 2" METER SETTER PER CITY OF MERIDIAN SD-W4 FOR BACKUP `` +I 6 BLOCK 2 1 16 1 z Q � PRESSURE IRRIGATION SERVICE. SET METER ELEVATION ACCORDING TO CITY OF MERIDIAN SD-W6. A DEQ w APPROVED REDUCED PRESSURE BACKFLOW DEVICE IS REQUIRED. _ 1 cNn 3 i �I _w I 3 " 1 5 °0 00 1 -. I I 7 1 t v ,. . O I BLOCK 4 N is t45LF 4" PVC SLEEVED „ a o Q t41LF 4" PVC t96LF 4 PVC U 1 THROUGH C900 PVC 0 8 3 2 To---o 16 6 1 Q w 1 7 O 00 Q I d piIF I Z DESIGNED: C. GRAHAM t64LF 4" PVC SLEEVED I t57LF 4" PVC t101LF 4" PVC t57LF 4" PVC 1 THROUGH 9 C900 PVC 7 3 � 6 � 7 f 127LF 4" PVC 14 I ' � DRAWN: C. GRAHAM _ _ 1 3 7 _ 13 I CHECKED: C. GRAHAM W � _ 8 — s � a APPROVED: C. GRAHAM z f50LF 4" PVC SLEEVED I �\ 4 7 t89LF 4" PVC i pRNE�g"SS 1 O ' 9 THROUGH C900 PVC e•o1\� 4 6 w �p\ZP 3 ' / .� PREPARED FOR: ' t34LF 4" PVC t49LF 4 PVC o t8LF 4" Pvc 3 7 F 1 1 1 LLC O BLOCK 1 a_ d p� \ /e� 12 / " PO BOX 593 f114LF 4" PVC \ //' /. 3 / r� t97LF 4 PVC 1 / EAGLE I D 8 3 616 t48LF 4 PVC 7 t41 LF 4" PVC 6 \ s Y ' \ J� 5 \° t342LF PVC 1 1 {� i ° ■ 1 1 CjJ / R=353' ` �• �' O 1 l GS� '� 1 CJJ CJJ // 4 1 — — — — — BLOCK 1 3 1 �d� / __________________+____________________ / z 7 L O �� L� 1 //�•' a N.ARIA WAY LLJ LLI LLI w LLJV1 / t23LF 4" PVC' f76LF 4" PVC // / LU LLI cn N o // / \ \ 7 1 // m O V LLI 41 LLJ 'Lo � 5 ' �� / °° SS t80LF 4" PVC SLEEVED �+ THROUGH C900 PVC :ems w B.O. J j/�G t20LF 4" PVC m (n 4 M . 8 //�9��/ 1 \\\� �BSS / Cn ZD O s w ' 6"x6" TEE \ W ~ 6"x4" REDUCER (NE+SE) / Q � ' � 4 $ /4" BLIND FLANGE (SE) J j t60LF 6" PVC SLEEVED / C.O. U 6"x6" CROSS f23LF 6" PVC\ THROUGH C900 PVC � 6"x4" REDUCER (SW+SE) BLOCK 5 " N ' 4" BLIND FLANGE (SW+SE) S� ;'' CSW PROJECT NO. 23007 J I ' DRAWING DATE 11/06/2025 Of �. MATCHLINE -SEE SHEET C7.1 0 CTO NS Ld 0 / / DAYLIGHT 12" IRRIGATION a_ N i / / FEED TO EXISTING POND I 16970 / t 142 LF 12" PVC 11-6-25 I® 0.50% I Op��'9TF OF`pP�� Q� t23LF\6" PVC U) r — L \ INTAKE/SCREEN BOX #1 I ��\ SEE DETAIL 5 SHEET C9.1 U L ' 30•00, IRR AT10 9 t 18 LF 12" PVC CAD 1.66% 0 0 25 50 100 150 OJ EASEMENT N �\ Y �"' 1 PRESSURE IRRIGATION PUMP I V \ — STATION #1. SEE SHEET C7.2. , O rn 5 I " vC I LLu SCALE: 1 = 50 6 P LV LL LL E NZ `F 6„ p\IC 5 = o f74LF 6" PVC LuLLI v 1 I I 1 PRESSURE IRRIGATION PUMP 6%4" TEE LA L3 La Ln o Q) 00 w + ` 6"x6 TEE STATION #2. SEE SHEET C7.2. 4" BLIND FLANGE (NW) 0 � E,T O 5 f 18 LF 12" PVC ® 1.66% Z m � 3 IT z 12" IRRIGATION INTAKE I 1 O rn INV ELEV=2538.00' I I t93LF 6" PVC cf) 1 INTAKE/SCREEN BOX #2 I = a o w t142 LF 12 PVC 00.50% 1 SEE DETAIL 5 SHEET C9.1co E z s V ru � I � � � I ru w I I 1 0�— Q 11 2 8 � z I , N I \ t105LF 6" PVC � 1 m � I I \ t273LF 6" PVC f44LF 6" PVC SLEEVED " � z = I I THROUGH C900 PVC 6"x4" TEE \ ix X Q I I " 4" BLIND FLANGE (NW) 6 w I I t271 LF 6 PVCOf O o Z ui I I 1 t111LF 6" PVC o rn t 14LF 6" PVC \ I U \� a MATCHLINE - SEE SHEET C7.0 LF 6" PVC SLEEVED e I I 1 f41THROUGH C900 PVC U 1 FUTURE PHASE �I cn I I� Z POND EASEMENT , 8 II i s 6"x6" TEE o I 3 t17LF 6" PVC / $ 6"x4" REDUCER (SE) Iri 0 z I I 4" BLIND FLANGE (SE) I• ',I a U l 3 \ w o N �, \ t99LF 6" PVC I N � � w I ~ \ 6"x6" TEE Q 6"x4" REDUCER (SE) I . zw o \\ \ L ;; Lu L o \ I a PRESSURE IRRIGATION NOTES \ I. ::I DESIGNED: C. GRAHAM O 1. IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC SECTION 900 AND \ \ m DRAWN: C. GRAHAM Li THE REQUIREMENTS OF NAMPA—MERIDIAN IRRIGATION DISTRICT (NMID). \ \ w I I z cn \ N CHECKED: C. GRAHAM D xw 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, � AND OTHER LOCATIONS WHERE UNBALANCED cn \ I APPROVED: C. GRAHAM 00 FORCES EXIST BY SUITABLE THRUST BLOCKING IN ACCORDANCE WITH ISPWC REQUIREMENTS AND PER \ v I o ISPWC SD-403. ENGINEER OF RECORD OR THEIR REPRESENTATIVE SHALL INSPECT ALL THRUST BLOCKS 0 PRIOR TO BACKFILLING. PREPARED FOR: 0 3. THE PRESSURE IRRIGATION PUMP STATION, PI MAINLINES, AND ALL COMMON LOT LANDSCAPING WILL BE \ \ I I F 1 1 1 LLC O OWNED BY THE ADERO PARK COMMUNITY ASSOCIATION (HOA). \ I ; � w \\ I: . PO BOX 593 0f 4. IRRIGATION WATER IS PROVIDED TO THE SITE BY McMULLEN LATERAL WATER USERS ASSOCIATION WITH A I ° EAGLE, ID 83616 Q BACKUP CONNECTION TO THE CITY OF MERIDIAN DOMESTIC WATER SYSTEM. 00 \OC` U ti0 R\GP'( KEYNOTES `� \ S I I N o O INSTALL 3/4" PI SERVICE LINE WITH 3/4" BALL VALVE CURB STOP AND 4" PVC RISER. o \ / „gS �.••• w 20 11.25' ELBOW (MJxMJ) 580LF 6 PVC \ O \\ \ G / Z cn J J 30 22.5 ELBOW (MJxMJ) \ O E z v ® 45' ELBOW (MJxMJ) \ Z U 50 90' ELBOW (MJxMJ) �G O or� 6 4"x4" TEE (FLGxFLG) \\ �; S`v> t9LF 6" PVC/ z w 0 / / Q A 5 LL.I O7 4" GATE VALVE (FLGxMJ) \ J's 8 a_ \ \ O LLJ O = 8 6" GATE VALVE (FLGxMJ) > L O9 PLUG PRESSURE IRRIGATION MAIN AND MARK TO SURFACE FOR FUTURE EXTENSION. \ \\ \ s VG j t66LF 6" PVC SLEEVED m L) THROUGH C900 PVC LL.I z (3 11INSTALL 2" WATER SERVICE LINE AND 2" METER SETTER PER CITY OF MERIDIAN SD—W4 FOR BACKUP �� FA \ \ <8"SSLi g �� PRESSURE IRRIGATION SERVICE. SET METER ELEVATION ACCORDING TO CITY OF MERIDIAN SD—W6. A DEQ \ Kolb, \ `� S EG t268LF 6" PVC Q \ 8 Lill D APPROVED REDUCED PRESSURE BACKFLOW DEVICE IS REQUIRED. q Lg`' \ �O 6 — O B. �/�/ <8"SS '+ O W FAG / Q ~ f8LF 6" PVC C w f32LF 6" PVC t65LF 6" PVC i 0 2 m \ 4 t65LF 6" PVC 2 i�� \ 9 O LL o \ \ 2 t65LF 6" PVC / 2N 2 WLL / _ \ U N / E 0 — — — — — — — n1 — — — — — — I CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 CD S I —IRR— — — — —IRR— — — — —IRI of C7m I I m ROOF HATCH FOR 0�� GE SFO PUMP MAINTENANCE 6" PVC DISCHARGE MAIN TO PI SYSTEM Chu iv« l 16970 11-6-25 ° ° � ° OF\OPT ° NNE M.GAP co d MAIN DISCONNECT N Y STEP-DOWN a 4 BREAKER PANEL ' ISFORMER \ J I, W LL o i >� p 0, ° **NOTE: INCLUDE ELECTRICAL CONTROLS FOR WELL \ L PUMP RE ER TO (ON ARCH ARCHSURE.ITECTURAL LL_ ° Ul N o o PLANS AND NOTE 8. OPERATION WITHIN PUMP STATION ENCLOSURE. ° C) � a METER O a 0 d m w 3: �. (n U 00 g 3'x3' WET WELL ACCESS d a 0 DOOR WITH HINGE RODS Li co FILTER ° a_ WELDED TO DOOR o FILTER FLUSH VALVE 6" PIPE COLLECTOR AND 6" BUTTERFLY VALVE DISCHARGE PIPING 12" INTAKE FROM 1-1/2" FILTER LINE 4.21' , TO INTAKE SCREEN SCREEN BOX 5.00' w 6" FLOW METER X w 4 V-500-6 FILTER � BUTTERFLY VALVE _ O 0 Lu ° o 6" ELBOW cn DRAIN PLUG 48" WET WELL CDw FINISHED FLOOR=2552.00' SUPPORT (TYP.) 2" PRESSURE RELIEF VALVE 1" DRAIN VALVE AND VALVE o z 4 D ° DISCHARGE TO WET WELL o ° BOX WITH 1 CF GRAVEL SUMP 0 ° D ° ° 2" FILTER LINE DISCHARGE. U FINISHED GRADE=2551.50' °° a ° ° ° DISCHARGE TO POND. g D ~ ° d IAAo o 0 0 0 0 0 0 0 0 0 o Z o 0 0 0 < Q 4 z n O U ° ° d d ° a ° d HIGH WATER ELEV=2543.60' 6 REINFORCED CONCRETE SLAB r� ° ° ° 4 Ln o 6" OF 3/4" CRUSHED _ "' O Cf)z ° I AGGREGATE BASE COURSE M _ 18.00' N 48" o cn 6" MIN. _ 1" DRAIN VALVE AND VALVE z a BOX WITH 1 CF GRAVEL SUMP w 0 4 6" PVC PRESSURE IRRIGATION M 1-1/2" FILTER LINE TO z DISCHARGE PIPE TO PI SYSTEM INTAKE/SCREEN BOX 0 ° 17 I PLAN VIEW d � ° z o d PUMP STATION NOTES ui 0 0 12" INTAKE FROM SCREEN BOX APPLICABLE.1. ALL CONSTRUCTION SHALL BE COMPLETED IN CONFORMANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND ANY OTHER PLUMBING OR ELECTRICAL CODES THAT MAY BE DESIGNED: C. GRAHAM cl� APPLICABLE. ALL COMPONENTS OF THE PROPOSED PUMP STATION SHALL BE SUBJECT TO REVIEW BY THE ENGINEER. THE PROJECT DRAWINGS INDICATE MINIMUM REQUIREMENTS FOR SPECIFIC EQUIPMENT ITEMS. DRAWN: C. GRAHAM —� a THESE DESIGNATIONS ARE INTENDED TO BE A MINIMUM STANDARD OF QUALITY. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE A COMPLETE WORKING PUMP STATION SYSTEM SUBJECT TO THE � ENGINEER'S REVIEW. CHECKED: C. GRAHAM ° 2. PUMP STATION #1 WILL BE OWNED, OPERATED AND MAINTAINED BY THE ADERO PARK HOMEOWNER'S ASSOCIATION. PUMP STATION #2 WILL BE OWNED, OPERATED AND MAINTAINED BY VICENZA COMMERCIAL APPROVED: C. GRAHAM DEVELOPMENT. 12" INTAKE INV=2537.00' d ° 60" DIAMETER PRE-CAST CONCRETE WET WELL. PROVIDE 3. THE PUMP STATION SHALL INCLUDE ALL PUMPS, MOTORS, ELECTRICAL AND CONTROL EQUIPMENT, VALVES, PRESSURE GAGES, PRESSURE FILTER, LOCKABLE ALL WEATHER ENCLOSURE, VENTILATION, LIGHTING AND SEAL PIPE WITH KOR-N-SEAL ° BITUMINOUS MASTIC AT ALL JOINTS. OTHER EQUIPMENT REQUIRED FOR THE PUMP STATION TO MEET THE SPECIFIED REQUIREMENTS. ONCE THE PUMP STATION IS COMPLETE, IT WILL BE SUBJECT TO START UP AND PERFORMANCE TESTING. PREPARED FOR: 0 WATERTIGHT BOOT ° 4. PUMPS SHALL BE SUITABLE FOR THE INSTALLATION WITH AUTOMATIC CONTROLS AND SAFEGUARD PROTECTION FOR BOTH MOTOR AND PUMP. PUMP STATION #1: TWO (2) PUMPS TOGETHER SHALL PROVIDE A F1 11 LLC c MAXIMUM PEAK FLOW OF 295 GPM WITH 150 FEET MINIMUM TOTAL DYNAMIC HEAD (TDH). PUMP STATION #2: TWO (2) PUMPS TOGETHER SHALL PROVIDE A MAXIMUM PEAK FLOW OF 190 GPM WITH 150 FEET PO BOX 593 � da MINIMUM TOTAL DYNAMIC HEAD (TDH). PUMPS SHALL BE ABLE TO SUPPLY CONTINUOUS FLOW AT BOTH LOW AND PEAK DEMANDS. THE PUMPS SHALL BE SUBMERSIBLE PUMPS AND FOLLOW MANUFACTURER'S EAGLE, ID 83616 RECOMMENDATIONS. EACH PUMP SHALL HAVE AN ISOLATION VALVE FOR MAINTENANCE. z Q FIBERGLASS MANHOLE STEPS 5. THE PUMP CONTROL PANEL SHALL BE UL LISTED AS AN INTREGALLY ASSEMBLED UNIT. THE PUMP SHALL BE CONTROLLED WITH AN ABB 'VARIABLE FREQUENCY DRIVE" OR EQUAL THAT CONTROLS DOWNSTREAM PRESSURE AT VARYING FLOWS WITHOUT ANY CYCLING OF THE PUMP MOTOR UNLESS FLOW IS STOPPED. THE CONTROLS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. THE SYSTEM SHALL BE PROTECTED WITH A LOW PRESSURE SWITCH. ALL CONTROLS SHALL BE OF INDUSTRIAL QUALITY. THE DELIVERY PRESSURE SHALL BE SET INITIALLY TO OPERATE AT 70 PSI. FINAL ADJUSTMENTS SHALL BE J I ° COORDINATED FOR THE PROJECT SITE. THE PRESSURE MAINTENANCE (PMP) SHALL BE SIZED TO OPERATE IN THE PARAMETERS OF THE MAIN PUMP. THE SUBMERSIBLE PUMP SHALL BE SHROUDED TO PUMP FROM THE BOTTOM OF THE MOTOR OF THE PUMP. THE PUMPING OPERATION SHALL BE PROTECTED WITH A LOW WATER SHUT-OFF DEVICE THAT SENSES THE WATER LEVEL IN THE WET WELL. A HARMONIC N co FILTER PER IDAHO POWER COMPANY SPECIFICATIONS SHALL BE INSTALLED TO PREVENT HARMONIC DISTUBANCE BY THE VFD. 0 ° 6. AN AUTOMATIC STAINLESS STEEL SELF CLEANING FILTER WITH SUCTION CLEANING OF THE SCREEN SHALL BE INSTALLED. THE FILTER SHALL HAVE A FLOW OF 551 GPM, 150 PSI RATED WORKING PRESSURE, d Li MINIMUM WORKING PRESSURE OF 35 PSI, 448 SQ. IN. 150 MICRON FILTER SCREEN, INLET/OUTLET OF 6 INCHES, A 2 INCH FLUSH VALVE AND A HYDRAULIC DRIVEN SCANNING DEVICE. THE FILTRATION SCREEN O ° SHALL BE 150 MICRON. THE FILTER SHALL BE A MODEL V-500-6 FILTER MADE BY VALVE AND FILTER CORPORATION OR EQUAL. THE FILTER SHALL BE CONTROLLED BY A DIFFERENTIAL PRESSURE CONTROLLER SEALED BOTTOM END SUPPLIED BY THE FILTER MANUFACTURER. THE FLUSH LINE SHALL DISCHARGE INTO THE POND. THE FLUSH LINE SHALL BE SLOPED TO DRAIN TO DISCHARGE TO THE POND. THE PIPE SHALL BE 2" PE 100 OR Ln J °° z ° EQUAL. z v BOTTOM OF WET WELL ELEV=2530.00' ° Z Q 7. ALL STEEL PIPING SHALL BE SCHEDULE 80 RATED AT 155 PSI WITH STEEL 1/2 INCH FLANGES. ALL FABRICATED PIPING SHALL BE SAND BLASTED AND COATED WITH EPDXY PAINT .05 INCH THICK. ALL STEEL J w °o UNDERGROUND SHALL BE PROTECTED WITH A COLD TAR WRAP OR COATING PER MANUFACTURERS RECOMMENDATIONS UNLESS THE MATERIAL IS DUCTILE IRON. O J a _ ° ° 8. THE PUMP SHALL BE ENCLOSED WITH A FRAMED WOOD BUILDING WITH A HARDY BOARD SIDING AND A ROOF HATCH FOR PUMP MAINTENANCE. THE CONCRETE SLAB SHALL BE 6 INCH THICK ON GRADE WITH � � Q #4 REBAR AT 2 FT. OC. EACH WAY. THE BUILDING SHALL BE FASTENED TO THE CONCRETE WITH ANCHOR BOLTS AT 36 INCH ON CENTER. THE BUILDING SHALL MEET ALL LOCAL BUILDING CODES FOR THE z wo PURPOSE IT IS TO PAINT BUILDING AS PER ARCHITECTURAL SPECS. A 3'-0" X 6'-8" LOCKABLE METAL DOOR SHALL BE INSTALLED ON ONE SIDE. A VENT ON EACH END OF THE BUILDING SHALL BE INSTALLED. C w THE VENTS SHALL BE SCREENED, LOUVERED AND HAVE AN AREA OF 2.5 SQUARE FEET. A TEMPERATURE CONTROLLED FAN SHALL BE INSTALLED AT THE UPPER LEVEL VENT AND CAPABLE OF MOVING 1600 0 ' G a_ PROFILE VIEW CFM. LLJ C) = 9. THE PUMP COLLECTOR SHALL BE EQUIPPED WITH A PRESSURE RELIEF VALVE CAPABLE OF 750 GPM BERMAD OR EQUAL. DISCHARGE INTO WET WELL. Q Z CD Ln 10. ALL CHECK VALVES SHALL BE SPRING LOADED "NON-SLAM" TYPE VALVES. ce 0 O w OPERATING DATA 11. ALL BUTTERFLY VALVES SHALL BE GRINNELL OR EQUAL. M C 12. THE FLOW METER SHALL BE A BADGER MAGMETER OR EQUAL SUITABLE FOR SHORT FLOW STABILIZATION SIZED FOR A 6 INCH PIPE WITH A TOTALIZER. THE READING SHALL BE IN GALLONS PER MINUTE WITH A G PUMP STATION #1 DIRECT READOUT INTEGRATED INTO THE PUMP STATION CONTROL PANEL. Z z WATER RIGHTS = 29 INCHES / 0.58 CFS / 260 GPM 13. THE INTAKE WATER INTO THE WET WELL SHALL BE PROTECTED WITH A CLEMON'S CW 400 SELF CLEANING SCREEN OF 12 MESH. A REMOTE CONTROL VALVE ON THE D.S. SIDE OF THE DISCHARGE FILTER SHALL O cn PROVIDE FILTERED WATER TO THE SCREEN AND OPERATE WHENEVER EITHER OR BOTH OF THE MAIN PUMPS ARE IN OPERATION. THE VALVE AND LINE TO THE SCREEN SHALL BE CAPABLE OF 20 GPM AND L C MAX. OPERATING CAPACITY = 295 GPM DELIVER A MINIMUM OF 40 PSI. FILTER LINE PIPING TO THE SCREEN SHALL BE PE 3406 100 PSI MINIMUM WITH 12" COVER OUTSIDE OF BUILDING. G MIN. TOTAL DYNAMIC HEAD = 150 FEET > p J 14. THE WET WELL SHALL BE EQUIPPED WITH STEPS CONFORMING TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. LOCATE STEPS BELOW THE ACCESS HATCH DOOR. Q J PUMP 1: 10 HP ABB PUMP 15. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS, PUMP SPECIFICATIONS, AND MATERIAL SUBMITTALS TO ENGINEER FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. CONTRACTOR SHALL SUPPLY EQUIPMENT O coN CUT SHEETS FOR ALL SPECIALIZED EQUIPMENT SUCH AS, PUMPS, PUMP CONTROLS, FILTERS, ETC., WITH THE NAME OF LOCAL SUPPLIER. CONTRACTOR SHALL SUPPLY COMPLETE OPERATIONS AND MAINTENANCE PUMP 2: 5 HP ABB JOCKEY PUMP MANUAL INCLUDING INSTRUCTIONS OF HOW THE PUMP STATION IS DESIGNED TO OPERATE, DESCRIPTION OF HOW THE SYSTEM IS TO BE WINTERIZED, AND HOW THE SYSTEM IS TO BE ACTIVATED IN THE SPRING. Zce ) PUMP STATION #2 16. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE BY THE OWNER. SUCCESSFUL PRESSURE TESTING, LINE FLUSHING, PUNCH LIST COMPLETION, W SUBMITTALS, RECORD DRAWINGS, AND 0&M MANUALS ARE CONDITIONS OF FINAL ACCEPTANCE. ALL REQUIRED WARRANTY WORK SHALL BE COMPLETED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE Q WATER RIGHTS = 17.2 INCHES / 0.34 CFS / 154 GPM OWNER. j MAX. OPERATING CAPACITY = 190 GPM 17. THE CONTRACTOR SHALL DEMONSTRATE ACTIVATION OF ANY AND ALL EQUIPMENT PRIOR TO FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL PIPE MATERIALS AND SIZES, U MIN. TOTAL DYNAMIC HEAD 150 FEET AIR AND WATER REQUIREMENTS, CONTROL AND INSTRUMENTATION SYSTEMS, ETC., ARE APPROPRIATE AND COMPATIBLE. � = N 0 PUMP 1: 10 HP ABB PUMP 18. THE CONTRACTOR SHALL SUPERVISE STARTUP PROCEDURES, MAKE NECESSARY ADJUSTMENTS, PLACE THE UNIT IN OPERATION, AND INSTRUCT OPERATING PERSONNEL IN OPERATION AND MAINTENANCE N PROCEDURES AND REQUIREMENTS. CSW PROJECT NO. 23007 = PUMP 2: 5 HP ABB JOCKEY PUMP DRAWING DATE 11/06/2025 PRESSURE IRRIGATION PUMP STATION DETAIL 1 19. PUMPS SHALL BE MOUNTED TO A COATED, 10 GAUGE, STEEL DIAMOND PLATE SKID. THE SKID SHALL BE COATED WITH A 2-PART INDUSTRIAL EPDXY COATING. THE SUBSTRUCTURE OF THE SKID SHALL BE **NOTE: PUMP SUPPLIER SHALL VERIFY WET WELL DEPTH IS FABRICATED FROM SQUARE STEEL TUBING (CHANNEL) AS REQUIRED. THE SUBSTRUCTURE SHALL CONSIST OF A PERIMETER FRAME WITH INTERMEDIATE SKID SUPPORTS RUNNING THE LENGTH OF THE SKID AT 2 w ADEQUATE FOR PUMP OPERATION. SCALE: NOT TO SCALE C7.2 FOOT ON CENTER. AN ACCESS DOOR IN THE NON-SKID PLATE SHALL BE PROVIDED PER PLAN. C702 0 @ 20. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 6,000 PSI. NS mo 16970 s 11-6-25 OF BLOCK 3 1 23 I /ENE M GAP 0 30 60 120 180 U I 14 13 12 11 10 9 8 7 6 5 4 3 2 J BLOCK 1 N cn SCALE: 1" = 60' 4 22 , I 0 5 5 5 Y STREET LIGHTING NOTES 6 —W � z, 0 j 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT cl U VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, 5 �+�r� � m � AND THE NATIONAL ELECTRIC CODE. 6 W.ANATOLE ST u 1 o / XXXXc _ _ _o _ � z 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. 5 1 Xp USE THE ONLINE CITIZEN PORTAL AT 20 — m LLi U can HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND 7 1 U) REQUEST INSPECTIONS. I7MIT I W. MALTA DRIVE a p @� oN m E m 6 fu 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING I 1 4 8 10 / — fu w BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. XXXXc 5 XXXXc / 19 , —� \ / 11 15 16 g °¢ °� 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE BLOCK 2 / 5 Lu HYDRANTS AND 2' MIN. FROM WATER METERS. 7 11 J , (n 3 / 166.00' TAPER 50.00' w 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED i I ,`"/ 18 / TURN LANE uj a_ AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, Q x Z w OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO 6 12 � REQUESTING FINAL INSPECTION. 4 m 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR w 17 a QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 5 a 5 5 13cn 2 F_ I w KEYNOTES 5 0 6 u 4 14 16 g U Z 5 � 10 INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN 5 = STREET LIGHT DESIGN STANDARDS. LED FIXTURE TO BE LEOTEK JR GCJ1 20H MV NW 0 2R DB 700 PCR7 WL SPD-DB OR APPROVED EQUAL. 3 7 I BLOCK 2 15 XXXXc I z J 1 15 w z O INSTALL 24"00" "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7) AND 18"0 8" OBJECTLi ¢ a :2 MARKER (OM 1-1). cf) Of 8 2 16 w I - 0INSTALL 30 0 STOP SIGN (R1-1). 5 4 Q U z BLOCK 4 I z I ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL 1 4 1 I o STREET SIGNS AND HARDWARE MUSTU COMPLY WITH MUTCD STANDARDS. CUSTOMER 9 XXXxc / 14 FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOMER MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS — z O bi z PROHIBITED. �— — — \N EDIZA DRIVE 13 o Q 0INSTALL 12"x18" "NO PARKING ANYTIME" SIGN (R7-1) WITH DOUBLE ARROWS (UNLESS 6 7 I MATCHLINE -SEE LEFT ° U OTHERWISE NOTED) IN ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 7 ' 0 2015 IFC SECTIONS 503.3 AND D103.6. ALL STREET SIGNS AND HARDWARE MUST O COMPLY WITH MUTCD STANDARDS. 10 5 / XXXXc T DESIGNED: C. GRAHAM o © INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE XXXXc 12 EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM 5 1 1 DRAWN: C. GRAHAM jWITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 8 9 10 11 XXXXc CHECKED: C. GRAHAM O7 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II �FL� 5 7 / I I APPROVED: C. GRAHAM z BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE tiy9 / 6 BLOCK 1 / O RED/WHITE DIAGONAL DECALS. ® INSTALL 24" WIDE WHITE STOP BAR PER ACHD TS-1112 DETAIL 19. 5 9GF 5 / PREPARED FOR: o F111 LLC wO INSTALL 12'Lx2'W WHITE CROSSWALK MARKINGS PER MUTCD REQUIREMENTS AND ACHD 4 / 4 Q PO BOX 593 of TS-1112 DETAIL 18. �()( c / 5 g EAGLE, ID 83616 z 10 INSTALL WHITE LEFT TURN ARROW PER ACHD STANDARDS. Q 3 _ 11 INSTALL 8" WIDE WHITE SOLID STRIPING. �� — Lj O / � N.ARIA WAY J 1 2 INSTALL 4" WIDE WHITE SOLID STRIPING. �Q�1 2 BLOCK 1 of 13 INSTALL 24" WIDE WHITE STOP BAR. 5 14 / 3 � 14 INSTALL 4" WHITE LANE LINE EXTENSION "WHITE CAT TRACK" PER ACHD TS-1112 � DETAIL 14. XXXXc � XXXXc I z 15 INSTALL WHITE LEFT/STRAIGHT TURN ARROW PER ACHD STANDARDS. 4 I z 2 11 0 16 INSTALL WHITE RIGHT TURN ARROW PER ACHD STANDARDS. 5 �'•oo, 12 / o 4• 4 / / / (n LLJ / _ z mo AFRO10 5 / I LJJ 0 > z a_ / F 2 9 / LJJ ,__, � 0 > Q � OAY `�' L •� 8 �° 3 I m ce V I— .0e ` 9 / Li 6 1 ` 13 , / xxxxc N Q 1-1 - z Of 000,cf) 7 / 3 13 / / z V z I o xxxxc / J 11 � 5 � 0 W ` 7 1 N BLOCK 5 1.00• 9 o s — m v y ' �� 7 ZOf J 0 12 I w/ V) Li 1?-1?- 4 Lu w 14 LL I v EXISTING TYPE II o I Q a 7 \� STREET LIGHT N ~ 1 CSW PROJECT NO. 23007 Q a _ Z DRAWING DATE 11/06/2025 U I G_ o MATCHLINE -SEE RIGHT C8m0 m ENSF� V 16970 r R W R/W 11-6-25 / n� �qTF OF 13' ACHD 40.00' PUBLIC RIGHT-OF-WAY E M GFZP c i SIDEWALK EASEMENT 14.00' N I 1.00' J 26.00' 7.00' J Fn 10.00' PATHWAY 8.00' PLANTER 13.00' 13.00' I p I 3" OF SP-3, 0.50 INCH 4 (1/2") MIX, PG 64-28 " �/ \ \\/� / /i//% //.\ /\�/\\ \\ �\�\\\\\�\\ice\\i _W l w 6 VERTICAL CURB � \//� N I 4" OF COMPACTED 3/4" CRUSHED AND GUTTER PER L U 3.00' AGGREGATE BASE COURSE ACHD SD-701 TYP. 3.00' - r rn J `r 10" OF COMPACTED 3/4" 1.75: 2% 2% CRUSHED AGGREGATE r 1fn Q, o w r M t- -� 3. M Mp,X BASE COURSE a N o c: oMo c 2' FLAT LANDING ON BOTH 3 ° ° ° ° ° ° ° ° 3 x kb SIDES OF SIDEWALK, TYP. O o 14' GRAVEL FIRE/UTILITY ACCESS ROAD 4 0 Lu SCALE: NOT TO SCALE C9.0 a O lh� 5 THICK CONCRETE OVER 4 /\\� \� \��\��\��\\�\�\ /\ /� /� /� /\//\/\ \�\� ��\��\\�i\�\% m rya w "OF 3/4 AGGREGATE BASE w COURSE PER ACHD SD-709 Lu w \/\\/\\/ EXTEND BASE AND SUBBASE /\\/\\/\ u BIORETENTION SWALE TYP. SEE 6 BEHIND CURB TYP. 17 OF COMPACTED 6 /�/\/ DETAIL 1 SHEET C9.3 MINUS PIT RUN SUBBASE ' cn cn 26' COLLECTOR STREET SECTION 1 COMPACTED SUBGRADE " 2.00' MIN. 2.00' MIN. � SCALE: NOT TO SCALE C9.0 (R-VALUE=9) x w o_ MAILBOXES PER OWNER. Lu R/W R/W INSTALL PER MANUFACTURER'S o RECOMMENDATIONS. � 13' ACHD 51.00' PUBLIC RIGHT-OF-WAY w SIDEWALK EASEMENT z 1.00' 37.00' 7.00' cn I ° D D° D D N 10.00' PATHWAY 8.00' PLANTER 13.00' 24.00' ° J p g w O Z p 11.00' THRU LANE 11.00' TURN LANE 11.00' THRU LANE ° I ° H U w p D 3" OF SP-3, 0.50 INCH ° p p>< u o (1/2") MIX, PG 64-28 I ° In, > D ° ° o N cn z 4" OF COMPACTED 3/4" CRUSHED 6" VERTICAL CURB D D D°° ° D D D D ° Q 3.00' AGGREGATE BASE COURSE AND GUTTER PER 3.00' ° ° Z 1 75% C14 I ACHD SD-701 TYP.-N,,, t> > ° w w _i 2% 2% 1 MPX ♦- -� 3' M M 16'-0" 0 2' FLAT LANDING ON BOTH 3 ° ° ° ° ° 3 VERIFY WITH OWNER 0 z � SIDES OF SIDEWALK, TYP. PLAN VIEW CONCRETE PAD w U 5" THICK CONCRETE OVER /\LL. \\ \\/\\\/\�\/��\/�� \/�/�/�/ O OF 3/4 AGGREGATE BAS \/\�\i\\\ii\\\i\�\/� DESIGNED: C. GRAHAM E COURSE PER ACHD SD-709 MAILBOXES PER OWNER. O EXTEND BASE AND SUBBASE INSTALL PER MANUFACTURER'S DRAWN: C. GRAHAM /��/�%\/�/ 6" BEHIND CURB TYP. 17" OF COMPACTED 6" Li BIORETENTION SWALE TYP. SEE //��/j�//j RECOMMENDATIONS. wLN MINUS PIT RUN SUBBASE CHECKED: C. GRAHAM DETAIL 1 SHEET C9.3. DETAILBIORETENTIONSHE SWALE. SEE DETAIL 1 SHEET C9.3. 37' COLLECTOR STREET SECTION 2 COMPACTED SUBGRADE APPROVED: C. GRAHAM 2.00' MIN. SCALE: NOT TO SCALE C9.0 (R-VALUE=9) 2.00' MIN. PREPARED FOR: D o F111 LLC PO BOX 593 EAGLE, ID 83616 z a R/W R/W UJ I 13 ACHD 54.00' PUBLIC RIGHT-OF-WAY 13' ACHD • a° ° c ° ° > o° c SIDEWALK EASEMENT SIDEWALK EASEMENT ° ° B 2' TYP. 12" P o e o >° > ° ° 12" °u N D n 0 I 50.00' � I 10' UTILITY EASEMENT 5' SIDEWALK 8' PLANTER 1 21.00' 8.00' 21.00' 8' PLANTER 5' SIDEWALK 16'-0" 0 N BOTH SIDES TYP. VERIFY WITH OWNER Z V) J I I 2-1/2" OF SP-3, 0.50 INCH I z U I '� 4" RUSHEDA GGREGATE PROFILE VIEW CONCRETE PAD (1/2 ) MIX, PG 58-28 6 VERTICAL CURBOF AND GUTTER PER w 4" OF COMPACTED 3/4" CRUSHED ACHD SD-701 TYP. BASE COURSE O CL J O 1.75% AGGREGATE BASE COURSE 1.75% _ o \\�\,�\/� r\\ \\!�\%/!•/r MAILBOX PAD #1 DETAIL 5 Cw w orf SCALE: NOT TO SCALE �-o �_ C Q LJJ 2' FLAT LANDING ON BOTH W SIDES OF SIDEWALK, TYP. cn EXTEND BASE AND C RBB BASE TYP \ \ \\\\\/ \\/\�\�\/ z 5" THICK CONCRETE OVER 4" CC 6" VERTICAL CURB (NO GUTTER) OF 3/4" AGGREGATE BASE G 13" OF COMPACTED 6" Q MINUS PIT RUN SUBBASE PER ISPWC SD-701 A. COURSE PER ACHD SD-709 cf, z z 12" COMPACTED SUBGRADE Q (R-VALUE=9) V1 Q F- 50' PUBLIC STREET SECTION WITH MEDIAN ISLAND 3 Q > O J SCALE: NOT TO SCALE C9.0 0 J O M In 1 Y J O I:e v) Ld W w U 0 J Q U L0 N O N CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 O C900 m ENSF� 16970 w 11-6-25 s v �� qTF OF E M.GAP U J J V V 0 i W R/W R/W F, R/W i o � I J 13' ACHD SIDEWALK 41.00' PUBLIC RIGHT-OF-WAY I D S 5; EASEMENT 28.00' LANDSCAPE BUFFER a L_ 't w 2 CD m CDM 15.00' 13' ACHD SIDEWALK EASEMENT 0 27.00' 2' co ' � lD z0 10' UTILITY 5' SIDEWALK 8' PLANTER 13.50' 13.50' 5' SIDEWALK 10' UTILITY O m N EASEMENT I EASEMENT 24" x co Ld I oL " o 1 2 1/2" OF SP-3, 0.50 INCH I 1 2.00' I a m w (1/2") MIX, PG 58-28 w 2" CAP UNIT x FENCING. SEE 10.00' PATHWAY � 3" ROLLED CURB AND LANDSCAPE PLAN. fu 4" OF COMPACTED 3/4" w 1.75% CRUSHED AGGREGATE GUTTER PER ACHD SD-702 u, -� BASE COURSE 2% 1/4" \ -� //\ \\\\/ 2% I 1.75% 8" BASALITE GEOWALL PRO /i% / /�� ♦- -♦ I BLOCKS. COLOR BY OWNER. N INSTALL PER MANUFACTURER'S 2' FLAT LANDING ' ° ° 7 X BEHIND SIDEWALK, TYP. 6" VERTICAL CURB AND a a a a a o a a o RECOMMENDATIONS. 2 FLAT LANDING w GUTTER PER ACHD SD-701 \ \ \ \ BEHIND SIDEWALK, TYP. 3/4" CRUSHED < } 5" THICK CONCRETE OVER 4" LOT PAD. SEE DETAIL 1 _ AGGREGATE ? W = OF 3/4" AGGREGATE BASE SHEET C3.0. 00 m 2' FLAT LANDING a 13" OF COMPACTED 6" COURSE PER ACHD SD-709 FILTER FABRIC. EXTEND E 2 BEHIND SIDEWALK, TYP. o MINUS PIT RUN SUBBASE cn � 3" MIN. AND STAKE FROM 24" w j/j/j//12" COMPACTED SUBGRADE EXTEND BASE AND SUBBASE / / / / ABOVE FINISHED GRADE (R-VALUE=9) 6" BEHIND CURB TYP. \\ \\ \\�\\�\\�\\�\\�\\�\\�\\�\\�\\�\\ TO BOTTOM OF WALL o 0 V) 27' PUBLIC STREET WITH DETACHED SIDEWALK ONE SIDE 1 �, SCALE: NOT TO SCALE C9.1 0 6" MIN. OF 3/4" w CRUSHED GRAVEL LEVELING COURSE G EOWALL PRO RETAINING WALL DETAIL 4 w a SCALE: NOT TO SCALE U O w ro p N z R/W R/W I Q 41.00' PUBLIC RIGHT-OF-WAY Z J w INSTALL PRE-CAST CONCRETE IRRIGATION BOX WITH 6" 0 MINIMUM WALL THICKNESS, OLDCASTLE PRE-CAST OR z 2' 27.00' 2 APPROVED EQUAL. CONTRACTOR SHALL PROVIDE SHOP 0 10' UTILITY 5' SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY DRAWINGS TO PROJECT ENGINEER FOR REVIEW AND ti EASEMENT 1 1 EASEMENT APPROVAL PRIOR TO INSTALLATION. REFER TO ISPWC SD-619 (ACHD SUPPLEMENT) FOR REINFORCEMENT AND LL_0 1 2 1/2" OF SP-3, 0.50 INCH 1 GRATED LID REQUIREMENTS. GRATED LID SHALL HAVE CLEMONS CW400 CLEARWATER � 0 (1/2") MIX, PG 58-28 HASPED OPENING FOR MAINTENANCE. SELF-CLEANING SUCTION SCREEN WITH :2 3" ROLLED CURB AND Q� 4" OF COMPACTED 3/4" GUTTER PER ACHD z 12 MESH SCREEN AND 6" FLANGE DESIGNED: C. GRAHAM 0 CRUSHED AGGREGATE SD-702 TYP. DRAWN: C. GRAHAM w BASE COURSE (o 2% 1.75% I D a CHECKED: C. GRAHAM � I 1 75% 2% ♦_ a v D APPROVED: C. GRAHAM w ♦_ _♦ 7.00' a a a a a a a a a 2' FLAT LANDING ° 6" MIN. a \ \ \ \ BEHIND SIDEWALK, TYP. D v N PREPARED FOR: 5 THICK CONCRETE OVER 4" A D a A F 1 11 LLC 13" OF COMPACTED 6 OF 3/4„ AGGREGATE ° PO BOX 593 MINUS PIT RUN SUBBASE EAGLE, ID 83616 Q 12" COMPACTED SUBGRADE 27' PUBLIC STREET SECTION r2 EXTEND BASE AND SUBBASE (R-VALUE=9) SCALE: NOT TO SCALE C9.1 6" BEHIND CURB TYP. c° U J J v d D 28 3/4" 0 z �j < 12" PVC TO 12" PVC INTAKE PIPE N ><< WET WELL d FROM IRRIGATION POND J / ° R W Z R/W D a a D v PLASTIC COATED Q ^ U I I v D MANHOLE STEP, TYP. J O 11.00' ACHD 44.00' PUBLIC RIGHT-OF-WAY O Z SIDEWALK EASEMENT N RIM ELEV=2552.00' O Z Li I 27.00' 2' TYP. 1 PLAN VIEW W U D > cn w 5' SIDEWALK 14' PLANTER 13.50' 13.50' 5' SIDEWALK 10' UTILITY ESMT ° LU J w TYP. BOTH SIDES > 2.00' 2 1/2" ASPHALT PAVEMENT Q SEE DETAIL 4 THIS SHEET ce 4" OF COMPACTED 3/4" 3" ROLLED CURB AND 1 0 Lu 6.00' 6.00' CRUSHED AGGREGATE GUTTER PER ACHD SD-702 1 CLEMONS CW400 CLEARWATER BASE COURSE SELF-CLEANING SUCTION 1.75% `V SCREEN WITH 12 MESH SCREEN -. 2% 2% 1.75% INTAKE/SCREEN BOX DETAIL 5 " AND 6 FLANGE � Z z 3. �- -, �- SCALE: NOT TO SCALE C9.1 12"x6" REDUCER O Q LI) 4 D � i Ind a a �a ° ° ° ° ° 2' FLAT LANDING Q \ \ \ \ BEHIND SIDEWALK, TYP. Q 5" THICK CONCRETE OVER 4$' v e O co N OF 3/4" AGGREGATE BASE � BIORETENTION SWALE. SEE 14" OF COMPACTED 6" COURSE PER ACHD SD-709 DETAIL XX SHEET XX GUTTER VERTICAL PER ACHD SD-701 MINUS PIT RUN SUBBASE �j v ° COMPACTED EXTEND BASE AND SUBBASE 12" PVC FROM POND v'° W 6 BEHIND CURB TYP. , 12 PVC TO WET WELL Q SUBGRADE I NV=2537.29' I NV=2537.29' J U 2.00' MIN. v 2 7' STREET SECTION WITH SWALE 3 6" MIN. BOTTOM ELEV=2535.62' D N 0 SCALE: NOT TO SCALE CSW PROJECT NO. 23007 /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\\/\ DRAWING DATE 1 1/06/2 02 5 0 SECTION A-A C9 , 1 m ENSF� 16970 w 11-6-25 s v 00 �qTF OF E M.GAP U J J V V 0 i w NON-WOVEN FILTER FABRIC � �W � E ALONG TOP OF DRAIN ROCK AND D 0 SAND FILTER. OVERLAP SEAMS A WOVEN GEOTEXTILE FABRIC BETWEEN Z J MINIMUM OF 12" TYP. CLEAN 2" DRAIN ROCK SAND FILTER AND DRAIN ROCK 0 in CDL 00 U LL- O�Lo N I" Ln M � M co O of X 0 c zo O rn mL cn(n WIDTH SEE TABLE 1.50' WIDTH SEE TABLE On-O o m E z o�Qo�Qo�Qo�Qo�Qo�Q Qo�Qo�Q o�Qo�Qo�Qo�Qo�Qo�Qo�Qo�Qo�Qfu fu p p p p p p p p p p p p pp ��p p p p RIM ELEVATION PER PLAN NON-WOVEN FILTER FABRIC (4 � PERCOLATION BED (100-YR OUNCE/SQ. YD. MIN. WEIGHT) , N m OQO�O� TREATMENT BED o�o�o�o�o �� VOLUME OR 25-YR >OQO�OQ ALONG SIDES OF DRAIN ROCK (2-YR VOLUME) o 0 0 u=j0 0 0 w a � VOLUME WITH BYPASS xw J C� �� ) GRADE RINGS AS REQUIRED w w O / O O O O O O Iu O O O O O O O O (18" MAX.) SET RIM FLUSH ' WATER��C)o� �o o��o�� o��o� WITH FINISHED GRADE FLOW o o N Z o o f o o o MIN. 1 �`�� Q N 20" BAFFLE WIDTH Q o� ��oDoQoDoQo�o�oQ QoQo�oQo�o o�oQo�o CLEAN 1.5"-2„ 12" PERFORATED BYPASS PVC OR DRAIN ROCK O � O O O O O O O o � � � o O ADS PIPE (FULL�PERFORATIONS) ` �� l U 17 ESTIMATED HIGH 12" INLET PIPE PER PLAN BAFFLE C BAFFLE "B" \�j\�j\�j\�j\�j\� j\�j\�j\�j\�j\�j\�j\�j\�j\�j\j GROUNDWATER ELEVATION ELEVATION N ELEV=2547.50' .o\�o\�o\oo\oo\oo\� . .\�o\� 18" OUTLET PERF PIPE PER Q 0 18" PERFORATED PVC OR SLOPE 1% TOWARDS SAND PLAN AND DETAIL 1 THIS z z ADS PIPE (TOP HALF ONLY) SHEET w u o � BOTTOM OF ROCK ELEVATION EXCAVATE A MINIMUM OF 12" INTO w o F-- INSTALL PVC LINER ACROSS BOTTOM AND ALONG PER TABLE NATIVE SILTY SAND WITH COBBLE (PERC PROFILE VIEW o N z OUTSIDE EDGES OF ROCK. LINER SHALL BE CONTINUOUS SECTION VIEW RATE >2"/HR). EXTEND EXCAVATION (SEAMS FACTORY SEALED OR FIELD WELDED). PAST HARDPAN LAYER.Lo Q USE FILTER SAND OR 3/8" MINUS PEA GRAVEL TO SAND AND GREASE TRAP (BOISE w VAULT OR APPROVED EQUAL WITH PROVIDE A SMOOTHLY GRADED SURFACE AT BOTTOM p OF BED TO PROTECT LINER FROM TEARS AND DAMAGE BAFFLES) SIZE PER TABLE 24" DIA TRAFFIC RATED z DURING INSTALLATION. STANDARD MANHOLE COVER APER ME AND 0 ISPWC SD-617. o Uz LL- 0 12" INLET PIPE PER PLAN :2 ELECTRONIC MARKERS PLACED ON DESIGNED: C. GRAHAM cl� LENGTH PER TABLE CORNER OF FACILITY, TYP. 0 COORDINATE WITH ACHD INSPECTION DRAWN: C. GRAHAM w HIGH-FLOW STAFF FOR PLACEMENT OF MARKERS cn BYPASS MANHOLE DURING CONSTRUCTION PRIOR TO R CHECKED: C. GRAHAM w BACKFILLING. AN D I n p APPROVED: C. GRAHAM p PERCOLATION BED (100-YR VOLUME) IV' S D PREPARED FOR: 0 12" PERFORATED PIPE WITH FULL PERFORATIONS 18" OUTLET PERF PIPE PER F 1 1 1 LLC w PER EACHD SD 627 SHEETRVATION WELL PLAN PO DETAIL 1 THIS PO BOX 593 INLET PIPE PER PLAN SAND FILTER PLAN VIEW EAGLE, ID 83616 z Q 0 SAND AND GREASE TRAP O TREATMENT BED (2-YR VOLUME) J TYP (ACHD BMP #01). SEE DETAIL 1 THIS SHEET. 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY SAND AND GREASE TRAP TABLE N 0 0 STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. INV. ELEV. OUT O w SG TRAP #5-1 1000 GALLON 2553.13' 2549.65' 2549.55' 2549.05' 2548.80' z co 50' MIN. PLAN VIEW J Z Q M INSTALL PVC LINER ACROSS BOTTOM SAND AND GREASE TRAP DETAIL (ACHD BMP #01 ) 2 O 0- V) 0 AND ALONG OUTSIDE EDGES OF ROCK. SCALE: NOT TO SCALE C9.2 J NOTES LINER SHALL BE CONTINUOUS (SEAMS LiFACTORY SEALED OR FIELD WELDED). z Q w 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC DATED JULY 4, 2024, LJJ o 0 OBSERVATION WELL GROUNDWATER IS ANTICIPATED AT A DEPTH OF 6 FEET BELOW EXISTING GROUND. CONTRACTOR SHALL NOTIFY > w w PER ACHD SD-627 THE ENGINEER IMMEDIATELY IF GROUNDWATER ELEVATIONS ARE HIGHER THAN ANTICIPATED. LJJ 0 w Q� 2. REFER TO ACHD BMP 21 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. >M O z Ln 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. wA p[ Q z M w ■ w G C) V � z z HORIZONTAL SAND FILTER TABLE OceLo = TREATMENT BED PERCOLATION BED TOP OF ROCK BOTTOM OF ROCK PERF. PIPE PERF. PIPE DESIGN INFILTRATION C) BASIN NO. SAND FILTER DIMENSIONS STORAGE VOLUME DIMENSIONS DIMENSIONS ELEV. ELEV. INVERT DIAMETER RATE 1 2548.80' (18") 18" J ACHD BASIN #5 5'Wx100'Lx4'D 1.5'Wx100'Lx4'D 18'Wx100'Lx4'D 2552.00' 2548.00' 2550.50' (12") 12" 2,885 CF (100-YR) 2 INCH/HR 0 N O ZD Y 0 f5e V) W VERTICAL SAND FILTER DETAIL (ACHD BMP #21 ) 1 (n SCALE: NOT TO SCALE C9.2 J_ U N O N CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 0 C9 , 2 m ENSF� 16970 o 11-6-25 v 0 C) 0) 0),�TF OF\OP�P�Q� w 100-YEAR WATER SURFACE ELEVATION ENE M.6� BASIN #1=2553.30' - ATION PER BASIN #4=2553.00' LANDSCAPEVEGETPLAN TYP. J 'n Y PERFORM INFILTRATION TEST AT �� X//�� J /�/� 3• N BOTTOM OF SWALE ELEVATION AND OQ CONFIRM PERC RATE >2"/HR. SEE �'� //�//\\/� v cf) TOP WIDTH SEE TABLE 5.00' SIDEWALK \/\�// //\ S/pF S = NOTE 2. w a w BOTTOM ELEV /��/�� r� C' N W Go L ��/j//� BASIN #1=2550.30' / // /� ��++ o c c: m 0 �� \� \� BASIN #4=2550.50' X °'`D zo 2' BOTTOM WIDTH \ / //�� \� // m w rn cf) //\\/ //////////////////////////// /�� a o E DEPTH VARIES �'1 ° Q0 /\/\/\/\/\/\/\ z o fu w zSEE TABLE 4" MIN. TOPSOIL OR AMENDED \�/\�/\ \ \ \ \�/ _ w NATIVE MATERIAL WITH VEGETATION. °' SEE DETAIL 04 BELOW. \//\///\///\///\//\//\// w o � BIORETENTION SOIL MEDIA COMPACTED \/�\/�\/�\/�\/�\/�\/� N w w TO 95% DENSITY BEHIND CURB ��\/ 04 o \/\\ \/\/\/\/\/\/\/ 0 a_ LLI w % / C (-D NATIVE MATERIAL \\ \\ \\ \\ \\ \\ \� M � \ SEASONAL HIGH GROUNDWATER ELEV=2547.00' (FIELD VERIFY) 0 24" OF BIORETENTION SOIL MEDIA '�Q J UNCOMPACTED BIORETENTION SOILLu PER ACHD SPECIFICATIONS �\��\ Q z MEDIA. SCARIFY SUBGRADE A MIN. OF a \\ w i/ 0 3 ALONG SWALE SIDE SLOPES BEFORE o � /\\\\� \�\\ Q v BIORETENTION SOIL INSTALLATION NOTES w z N 0 1. THREE FOOT SEPARATION IS REQUIRED FROM BOTTOM OF SWALE TO HIGH SEASONAL GROUNDWATER ELEVATION. CONTACT PROJECT ENGINEER IF z ~ GROUNDWATER ELEVATIONS ENCOUNTERED ON SITE ARE HIGHER THAN DESIGN ELEVATIONS. o 0 OVEREXCAVATE A MINIMUM OF 12" INTO 2. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SWALE IS FULLY EXCAVATED. ACHD STAFF TO VERIFY SOIL NATIVE MATERIAL ALONG BOTTOM OF SWALE ESTIMATED HIGH INFILTRATION RATES AFTER STORM FACILITY IS FULLY EXCAVATED. I (INFILTRATION RATE > 2"/HR). BACKFILL WITH GROUNDWATER N J NATIVE MATERIAL OR ASTM 33 FILTER SAND = 3. REFER TO ACHD BMP 10 (AT RIGHT) FOR RIPRAP OUTFALL PROTECTION. w O - ELEV VARIES SEE TABLE z o 4. ACHD STORMWATER BASINS AND SWALES SHALL BE LANDSCAPED ACCORDING TO THE "ADA COUNTY HIGHWAY DISTRICT STORMWATER MANAGEMENT Q I Lz BASIN REVEGETATION GUIDANCE MANUAL" (OCTOBER 2017) IN APPENDIX D. NOTES u 0 ro C/) 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC DATED JULY 4, 2024 AND z SUBSEQUENT GROUNDWATER MONITORING, HIGH SEASONAL GROUNDWATER IS ANTICIPATED AT APPROX. 6 FEET BELOW EXISTING INFILTRATION BASIN TABLE � Ln GROUND. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE Q = BOTTOM DESIGN ELEVATION FROM ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. PRIMARY BAY PRIMARY BAY PRIMARY BAY w BASIN NO. AVERAGE DEPTH (FT) TOP AREA BOTTOM AREA VOLUME J 2. DESIGN INFILTRATION RATE IS 2 IN/HR. ACHD MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. L` z 3. REFER TO ACHD BMP 30 FOR ADDITIONAL DETAILS ON FACILITY CONSTRUCTION. #1 3.00' 1900 SF 600 SF 3,150 CF 0 #4 2.50' 4,215 SF 812 SF 6,057 CF o ti 4. NATIVE GRASSES, DROUGHT-TOLERANT AND SALT RESISTANT PLANT SPECIES ARE RECOMMENDED FOR USE IN SURFACE LL- STORMWATER FACILITIES FOR WATER QUALITY TREATMENT, SLOPE STABILIZATION AND EROSION CONTROL. NATIVE PLANT SPECIES w o SHOULD BE SPECIFIED OVER NON-NATIVE SPECIES. ACHD STORMWATER BASINS SHALL BE LANDSCAPED ACCORDING TO THE "ADA 0-1 O COUNTY HIGHWAY DISTRICT STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL" (OCTOBER 2017) IN APPENDIX :2 D. BIORETENTION PLANTERS SHALL BE LANDSCAPED ACCORDING TO ACHD'S "PLANT MATERIALS FOR BIORETENTION FACILITIES IN INFILTRATION BASIN DETAIL (ACHD BMP 1 0) 3 DESIGNED: C. GRAHAM 0 THE RIGHT-OF-WAY." SCALE: NOT TO SCALE C9.3 DRAWN: C. GRAHAM L 5. IF DROUGHT TOLERANT GRASSES WITH NO LONG-TERM IRRIGATION FACILITIES PLANNED, SHOW TEMPORARY IRRIGATION FOR CHECKED: C. GRAHAM ESTABLISHMENT OF THE VEGETATION ON THE PLAN. w 6. IF THE CHOSEN VEGETATION EXCEEDS A HEIGHT OF 4", PLEASE TAKE THAT INTO CONSIDERATION WHEN DESIGNING THE APPROVED: C. GRAHAM z IRRIGATION SYSTEM. ACHD STAFF HAS BEEN ALERTED TO FACILITIES THAT THE VEGETATION IS DYING BECAUSE THE TALL O GRASSES, ETC. ARE PREVENTING THE FULL COVERAGE FROM THE SPRINKLERS. 0 PREPARED FOR: WERATION �PI� F 1 1 1 LLC & LL DIVERSION STRUCTURE----_:,, D_ ACROSS STREET WITH HIGH BIORETENTION SWALE SUMMARY WITHIN SIDEWALK P BOX 593 w FLOW BYPASS of OR MIN 50' FROM BASIN STORMWATER BASIN NOTES: EAGLE ID 83616 >- SWALE TOP SWALE BOTTOM SWALE BOTTOM OF SWALE 100-YR STORAGE HIGH GW 4 a 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE IRRIGATED TURF Q SWALE N0. DIMENSIONS (WXL) DIMENSIONS (WXL) DEPTH ELEVATION VOLUME ELEV Qe GRASS, DRY LAND GRASS, OR WETLAND VEGETATION AS APPROPRIATE. NO IRRIGATION ON BASIN FLOOR. x x -z-x x-}-x-z GATE m NO WOODY VEGETATION BELOW 100-YEAR WATER SURFACE OR WITHIN 10' OF EMBANKMENT SPILLWAY, -QQ w PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL J #2 14'x216' 2'x204' 2.0' 2551.75' 2,106 CF 2548.50' m TOP OF BANK m m� AND SPECIFIC BMP'S FOR ADDITIONAL VEGETATION REQUIREMENTS. J s OUTLET PROTECTION PER 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE AFTER #3 14'x88' 2'x76' 2.0' 2552.25' 1,408 CF 2548.00' W W ISPWC SD-628 (TYP) CONTRIBUTING DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL MEASURES IN PLACE. (n of #6A 8'x154' 2'x148' 1.0' 2552.15' 740 CF 2546.75' W W BOTTOM OF BASIN Eil MAINTENANCE ACCESS 3.FOREBAY IS SIZED TO CONTAIN 10% OF TOTAL BASIN VOLUME. O RAMP 15% MAX SLOPE ■ W W W W W V V� #6B 8'x167' 2'x161' 1.0' 2552.00' 805 CF 2547.75' .� W W W W V y y 4. AREAS DESIGNATED FOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL. TOPSOIL W SHALL BE STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH VEGETATION. O #7A 8'x138' 2'x132' 1.0' 2553.00' 660 CF 2550.00' BERM SHALL INCLUDE 5.FILL MATERIALS FOR EMBANKMENT, INCLUDING BERMS, SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, Z CLAY MATERIAL TO I SC, CH, OR CL AND MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. AREAS ON WHICH FILL IS , J #7B 8'x156' 2'x150' 1.0' 2553.69' 750 CF 2549.75' �" PREVENT WASHOUT '� fL TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT FILL SHALL MEET Z r SLOPES 3:1 OR GREATER ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY BE GIVEN TO THE USE OF OTHER W W W W W v : v v MUST PLACE FENCE. 0 #7C 8'x217' 2'X211' 1.0' 2553.15' 1,055 CF 2549.25' W W PRIMARY W W Q� 3:1 REQUIRES ACHD MATERIALS IN THE EMBANKMENT IF DESIGNED BY A GEOTECHNICAL ENGINEER. Z J z m APPROVAL; 2:1 MAXIMUM L� W W W W W W W W 6. FOR EMBANKMENT HEIGHTS GREATER THAN 10', REFER TO IDAHO DEPARTMENT OF WATER RESOURCES O O #7D 8'x132' 2'x126' 1.0' 2554.00' 630 CF 2549.25' W W W W W W W W REQUIREMENTS. U #8A 8'x184' 2'x178' 1.0' 2552.15' 890 CF 2546.75' W W ARMORED SPILL CHANNEL, 7.AN EMERGENCY SPILLWAY IS ENCOURAGED WHERE POSSIBLE. /� LLJ 4" MIN TOPSOIL OR AMENDED ANGULAR RIPRAP, 6"-12" V Z 0- #8B 8'x236' 2'x230' 1.0' 2552.00' 1,150 CF 2547.75' NOMINAL SIZE WITH 8.ALL EXPOSED PIPES TO BASINS SHALL BE RCP OR HAVE AN END SECTION WITH UNEXPOSED PIPE TO uj G (n NATIVE MATERIAL WITH JI NONWOVEN FABRIC PER RESIST DEGRADATION FROM WEATHER. J 11 VEGETATION. SEE NOTES BELOW „_x__x�x -��,��d ISPWC SECT 206 & 2050. a_ #8C 8'x190' 2'x184' 1.0' 2553.00' 920 CF 2550.00' MIN 0.5-FT DEPRESSION, 9. 14' WIDE MIN GRAVEL ACCESS ROAD AS NEEDED TO STRUCTURES WITH TURNAROUND OR LOOP WHEN w 10-FT WIDE LENGTH >= 50-FT. ROAD MAXIMUM GRADE OF 10%, MAXIMUM 15% GRADE FOR RAMPS TO BASIN #8D 8'x156' 2'x150' 1.0' 2553.69' 750 CF 2549.75' PLAN VIEW BOTTOM (RAMP REQUIRED WHEN BASIN BOTTOM AREA EXCEEDS 1,500 S.F.) 30' MINIMUM INSIDE CURVE Q > RADIUS. 8E 8'x143' 2'x137' 1.0' 2553.15' 1,185 CF 2549.25' N.T.S. m O Lu C) � # 10. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. � Q z #8F 8'x171' 2'x165' 1.0' 2554.00' 825 CF 2549.25' 11. SAFETY BENCH REQUIREMENTS. THE PERIMETER OF ALL WET BASINS SHALL HAVE A MINIMUM 6-FOOT Lv WIDE FLAT BENCH 1.5-FEET BELOW THE SEASONAL HIGH WATER SURFACE ELEVATION. BASIN SLOPE BETWEEN C 7 THE TOP OF THE BANK AND BENCH SHALL NOT EXCEED 4:1. SEE DETAIL BELOW AND BMP 13. G L 100-YR W.S.E. - 0.5' FOR WATER DEPTH <3' 1.0' FOR WATER DEPTH >3' TYPICAL � 7 Q SAFETY BENCH Z z ce BIORETENTION SWALE DETAIL (ACHD BMP #30) 1 'T, \ N.T.S. TOP O z SCALE: NOT TO SCALE C9.3 ��' OF �� . �� " ��U� ��< � i��; . -GROUND FROM SEASONAL SEASONAL BANK �� HIGH GROUND WATER - �6' � J r,\ /T�iiTiT iiiN//\r -% MAX NATIVE 4" MIN TOPSOIL OR .� �� MATERIAL SLOPE Y AMENDED NATIVE MATERIAL WITH VEGETATION. " N.. N D 0 SEE NOTES BELOW f5e F) () SECTION NOTES FOR ACHD OWNED BASINS: 1. A MIN 4-FT TALL FENCE WITH TOP BAR IS REQUIRED PER ACHD POLICY SECTION 8202.17.10. GATES Lv N.T.S. SHALL BE 20' WIDE. uj NOTES: 2.DROUGHT TOLERANT NATIVE PLANTS ARE REQUIRED. HYDROSEED, MULCH AND TACKIFY BANKS. ANY 1. SEE STORMWATER BASIN STANDARDS DETAIL 4, SHEET 2 LANDSCAPING AND SPRINKLERS SHALL BE NEGOTIATED WITH THE CITY THROUGH A COST SHARE J AGREEMENT. C� 2017 INFILTRATION BASIN STANDARD DRAWING 2017 STORMWATER BASIN STANDARD DRAWING 0 ACHD STORMWATER DESIGN V�IITH FOREBAY BMP 1 0 ACHD STORMWATER DESIGNDESIGN STANDARDS DETAIL 04 N 2 OF 2 CSW PROJECT NO. 23007 DRAWING DATE 11/06/2025 O C93 > I S\ E s Fes' = I I I II I I I o f I CONNECT TO EXISTING 36" RCP o 1-6-2 _ oo Q P C UTILITY CONDUITS, o Q sT 1-6-250 GIRR BOX #1 3 0 " I TYP. BOTH SIDES o J 0p 9TF P� --�pX - -735- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z ��NNE M\G�P,ZP o W - - - - - - - - I�R— - _ ___� ____ �__ _ _ - - - it - - I R — W R_ - LLJI 9 R - < TBo 361+IRO TB - < —TB _ 12+007'] - < -0 13+00 T B- - `14+00 - <36"GIRR - - - - - - - - - - - - - - - - - - 0 T� 15+0076 - -17+00 B 18+00 - -19+00 - -22+00- <36"GIRR o 0 16+0.0 <36"GIRR _o LIM TB TB TB �� EG - 20+0 _ T 21+00 — —TB — — T �23+OOT7o — 7B — -24+00 W � w Q o PI 4 PI z 4 I 4 I Z M — 0 o o GIRR BOX #1-1 Q 3 GIRR BOX 1 5 z J � cf ,? GIRR BOX #1-2 10.00' GRAVEL Q~ I o # o = J I'I o w w w �w ACCESS ROAD � GIRR BOX #1-4 23 I ¢ U +w l N N 0 o,g I �w BLOCK 3 Fj i o o,� BLOCK 1 I w Q > D 01 Q � FUTURE LOT I 13 12 11 10 9 8 0 6 5 4 3 2 0 rn o 0 0 r, LINE, TYP. 6 �'1 Ln 0 c w 1.� o I 22 x o �� o ^ ^ m w 3 rn 0 u o g 3 0 o .. 3 - w=' a 0 N w� 2565 w o X M M X to o o 10 oco 2565 ro x --------- ------------------------------------------------- ------------------ - M o ------- ------------------------------------------------- --------------------- in Ln ----------- ----------------------------------- --------- ------------------------------------------------- �n �n ------------ ------------------------------------------------- ------------------------- ro z M O O M O M N Ifs M 0) W 0 M --------- ------------------------------------------------- ---------------------- N Lo N ------- ------------------------------------------------- --------------------- M 0D � N ------------ -------------------------------------- --------- I N I N U -------------- ------------------------------------------------- -------------------------- �00 c" N ------ ---- 1 �' N --- I N c0 cj ~ O 00 II O �N Z fir- r- II O 00 � Z O � � Z p XI� � — O co 00 Z N Z O --------- X N O o ----------------------------- x + � o Ot In N O X co — t O � > > u> > > cn — tln �cC) l1) > > mN Z Z mNNZ Z cn 2560 m o cL > > m N z z °D 1 N z z o_ II c j - 11 II 2560 w N z z II - - FINISHED GRADE o: II II Q Q II ------- Q II " H co co --------- 0 N 0_ I to 07 C9 N 0_ M Z�' W �H �io io �H � cO c0 (.5cnw'n M MW X C�(n M M ----------- - C9(n OL M M Z O W GROUND------ ----- ---------- ----f-EXISTING- --- ------------------- ------------------------- -------------------c O -------------------------------------------- ---- -------------------------- � �U O Q 2555 --- ---- -- ------------ --------/�-------- --------------------- - - - c - - --------- ------ ------------------------ ------------------------ ------ --- ---------------- ------------------------------------------------- --- -------------------- ------------------------ ------------------ w /^ - - _ - - " 7 LF 3 " CLASS III .10% F_ ------ ------- ------------ ----_ / ---------------±382 LF 36-, CLASS CLA-S -- 1 ---/ - z / t301 LF 36" CLASS III RCP,® 0.10% t301 LF 36" CLASS III RCP ® 0.10% 6 SS III RCP ® 0.10% f39 6 RCP o o 1 i cn 2550 - z 2550 ---- - -------- ------------- ----------------------------------------- --------------------- ------ M ------- ---- REMOVE EXISTING TRASH RACK AND ±62 LF 36" CLASS V RCP 0 0,10% PROPOSED 8" WATER MAIN ry CONNECT TO EX. 36" RCP PIPE. CROSSING. SLEEVE IN STEEL o zEX. 36" INV=2550.03' (FIELD -------------------------------------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- --------- CASING PER MERIDIAN SD ------------------------------------------ -------------------------------- a c� w . ------------------------------------------ -------------------------------- 0 � VERIFY PRIOR TO CONSTRUCTION u o 2545 2545 w o 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 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 0cn Ln N GIRR LINE 'A' (McMULLEN LATERAL) PLAN AND PROFILE w J o STA. 10+00 TO 24+00 z 0 O LL_ oo N. TEN MILE ROAD 0 w Es _ _ REMOVE EXISTING CHECK g z 000 t - - - - - • STRUCTURE AND CONNECT- - - TO EX. 36" RCP I LEGEND DESIGNED: C. GRAHAM elf ss- S S Ln SS SS SS cn SS SS SS �_ SS DRAWN: C. GRAHAM 0 00o I w 3 - - - - - - O o QS - - SUBDIVISION BOUNDARY cn 3 CHECKED: C. GRAHAM w o o o PROPOSED IRRIGATION EASEMENT � GIRR BOX #1-6 - - APPROVED: C. GRAHAM _.L ® ® 9 _ <36"GIRR PROPOSED GRAVITY IRRIGATION PIPE • III U O — " RR PROPOSED GRAVITY IRRIGATION BOX <36"GIRR PREPARED FOR:v I 25+00 <36"GIRR 26+00 27+00 28+00 29+00 30+00 31+00 PUBLIC RIGHT-OF-WAY d - - — — - - - - - - - - - - - - - - - - - - - - F111 LLC I —elf o ROAD CENTERLINE PO BOX 593 W - - LD (2) 6" AND (4) 4" PVC UTILITY I w I Q GIRR BOX #1-7 I o z I CONDUITS, TYP. BOTH SIDES z CHECK BOX #1-9 LOT LINE EAGLE, ID 83616 m w I SEE DETAIL 2 SHEET IRR1.2 Q N I > I GIRR BOX #1-8 Of m I 8"Wy PROPOSED WATER MAIN O I o i .: o i - - - - - - - - PROPOSED UTILITY CONDUIT U O w I + I M Q M J cn I 100 Q I N ■ ~Ljj O MATCHLINE - SEE ABOVE cf) Z cn w IRRIGATION NOTES Z J_ 0 2570 v 2570 1. IRRIGATION IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IDAHO Q w " wo � � � STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CURRENT EDITION AND McMULLEN O O ,� _ I ,n N N ----- - LATERAL WATER USERS ASSOCIATION (WUA) SUPPLEMENTAL SPECIFICATIONS AND STANDARDS. ------ ------------------------------- --------------- Lo --------- o Z o ^ -------------------------------- --------------- -------------------------------- --------------- -------------------------------- --------------- ----- N N II II Z w - - .. o II 2. ALL GRAVITY IRRIGATION BOXES SHALL BE PRE-CAST AND REINFORCED. ALL PIPES ENTERING ----------------- ---------------- ------------------- �n co 10 - ------------ ------ -------------- --------- "00 . Z O o ------ - Lu 0 o in C4 x co tO m+ co OR LEAVING BOXES SHALL BE GROUTED INSIDE AND OUT USING QUADEX HYPERFORM AND C 0 w 2565 = in '0 ,n Y > > > 2565 CS-1800 CONSEAL PER SID SPECIFICATIONS. SEE DETAIL 1 SHEET IRR1.2. G Z M N _ ,n '� oil Nz zz W " ------- ------------------------------- ------------------------ _ "" I N" N 00 N N N = io C0 ao 3. GRAVITY IRRIGATION BOXES TO BE MINIMUM 5'x5' INSIDE DIMENSION UNLESS OTHERWISE 'n F) ----- co Lo z oo - �c`!f 11 - ---------------- -------------------------------- ---------------- -------------------------------- ---------------- -- c�cn M M NOTED. _ _ Z ----------------- uJ 00 N ----------------- X + it X r Z o ------------------------------- --------------- ------------------------------- --------------- ------------------------------- --------------- ca 1 0)- N c0 �n > > o EX CHECK STRUCTURE Q ----------------- poi c(o II --------------- ----------------- mN N z Z _ mN N Z z ------------------------------- ---------------- -------- ---------------------- --------------- ------------- -- --------------- ------ - 4. GRAVITY IRRIGATION PIPING SHALL BE MINIMUM CLASS III REINFORCED CONCRETE. w x c0 Sri Z o Q II - o- 11 II - - FINISHED GRADE EXISTING GROUND � 2560 O t � (D o-< m a a z - 2560LA m N N Z Z C�vl o' M M C�N O' M M w 5. PIPE SHALL BE PROVIDED WITH A MINIMUM COVER OF 24 INCHES. _ 'If 11 11 - - 8----- ------- ---------- II cn ------------ �� to i0 --------------- ------------------------------ ------------- N V----- --------------- ----- --------------- ---------------- ---- ------------- -------- ---- 6. PIPE BEDDING SHALL BE CLEAN 3/4" CHIPS. McMULLEN LATERAL TO INSPECT PIPE AND � O z 0fn � M M _ _ _ _ _ — - -- - --- — Z --------------- - ---------------------- ---------------- - ------- --- 1 I I JOINTS PRIOR TO BACKFILL. ^/ W -- ------------------------- ------- _-- r--- _ - -- -_ - - - ----------------------- ---------------- -------------------------------- ---------------- ----------------------------- - --------------- --------- rl I--------- -- 7. ALL UTILITY CROSSINGS AND CONDUITS SHALL BE LOCATED A MINIMUM OF 3' CLEAR FROM Q z 2555 J - 2555 BOTTOM OF IRRIGATION PIPE. J U J -------------- - -------- -- -- -------------------- --------- -- ----------- -------------------------------- --------------- -------------------------------- --------------- ------------------------------- --------------- ----------- -- ----- ---------- -- J f45 LF 36" CLASS V RCP ® 0.10% ±528_LF 36" CLASS III RCP 0 0.10% 8. VERIFY ELEVATIONS OF ALL TIE-IN POINTS TO EXISTING FEATURES AND IRRIGATION m cn ---f 146 LF 36" CLASS III RCP ® 0.10%--- --- --I - STRUCTURES (DITCHES, PIPES, ETC.) PRIOR TO DEMOLITION OF ANY EXISTING FEATURES AND O _ o --------------- -------------------- ----- -- -------- PRIOR TO CONSTRUCTION. McMULLEN LATERAL PERSONNEL SHALL CONFIRM INVERT ---- ----------- REMOVE EXISTING CHECK STRUCTURE ELEVATIONS WITH CONTRACTOR f20 LF 36" CLASS V RCP ® 0.10% AND CONNECT TO EX. 36" CLASS Vuj � 2550 z N RCP IRRIGATION PIPE. 9. IRRIGATION WORK SHALL TAKE PLACE BETWEEN NOVEMBER 1ST AND MARCH 1ST OR AT v� n EX. 36" INV=2554.98' (FIELD VERIFY McMULLEN LATERAL DISCRETION. w PROPOSED 8" WATER MAIN PRIOR TO CONSTRUCTION) -------------- --- ------------ ------------------- > CROSSING. SLEEVE IN STEEL PROPOSED 8" SEWER MAIN --------------- ---------------------SW-1 AND v CASING PER MERIDIAN SD CROSSING. SLEEVE IN STEEL ' CASING PER MERIDIAN SD � 2545 SW-1 AND SW-2. 2545 0 25 50 100 150 CSW PROJECT NO. 23007 F_ 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 DRAWING DATE 11/06/2025 VERTICAL SCALE: 1" = 5' GIRR LINE 'A' (McMULLEN LATERAL) PLAN AND PROFILE (CONT.) HORIZONTAL SCALE: 1" = 50' 0 STA. 23+50 TO 32+50 IRRI . 0 0 NS _ \ = INSTALL PRE-CAST OR CAST-IN-PLACE 0 EXISTING POND \ \ O / - - REINFORCED CONCRETE IRRIGATION BOX WITH 6" MINIMUM WALL THICKNESS. PROVIDE SHOP 16970 DRAWINGS FOR CONCRETE BOX, STEP PLACEMENT, 11-6-25 REINFORCEMENT AND GRATED LID FOR REVIEW BY C15� I McMULLEN LATERAL WUA PRIOR TO CONSTRUCTION. INSTALL PLASTIC COATED MANHOLE OD gTF0F�0P� Q� STEPS, AMERICAN STEP COMPANY \ I cV� I OR APPROVED EQUAL. 1�00 is va r� • • a • • ° • GROUT AND SEAL ALL PIPE uJ J \ / \ / I I \ PENETRATIONS, TYP. elf Y -tM �M- - / 7�X ° i 4a �� + GIRR MH #2-5 - ° J \ i EXISTING 36" w `1 CLASS III RCP v �W li E TB / ¢9. - GIRR MH #2-3 - EXISTING 36 CLASS V RCP L D 0 <18"GIRR 13+00 14+00 15+00 �18"GIRR ° o a) r1l > 12+00 16+00 f 1 ,Ol n C) a) � U - - - _ 1.� L� - - - - - - - - - - - - - - - - - - - - - — — — - - — — — — — — — - - 9Q. O M M i 00 O \ 0 X 0 \ GIRR MH #2-4 a O ~" 3 c2 z ao - m w �, \ FUTURE LOT Of w i � o a @) o \ LINE, TYP. V) � o m E w \ o I oo co u w \ Z N I r 01 r \ I WEIR BOX #2-1 2"x6" CHECK BOARDS u SEE DETAIL 1 SHEET IRR1.1 GIRR MH #2-2 I I 9p, , w I 0 0 24" MIN. INSTALL 18" AUTOMATIC HEADGATE. X COORDINATE WITH SUPPLIER. PROVIDE w Q v� RAISED EXPANDED METAL 2 50' DETAILS AND SPECIFICATIONS TO DESIGN LID. LID TO HAVE HINGED ENGINEER AND McMULLEN LATERAL WUA REMOVE EXISTING IRRIGATION � OPENINGS FOR ACCESS TO PRIOR TO INSTALLATION. w � MANHOLE AND REPLACE WITH I N. SAN VITO AVE CHECK BOARDS AND WEIR PLATE. � WEIR BOX. MAKE COMPATIBLE • • ° CONNECTION TO EX. 36" RCP - L - -M- - v • v ifl cn IRRIGATION PIPE. a ° a c� w 301 0 m 18" CORED � 3p1 2" x 2" NOTCH FOR OPENING CHECK BOARDS, TYP. • ° • BOLT 2"x6" REDWOOD BOARD TO v 4.00' v CONCRETE WALL 18-24" UPSTREAM O b v ° OF WEIR PLATE FOR STEVENS o z 2565 2565 o STAFF GAUGE (STYLE C) i U a W ---------------------------------- --------------- ------------------------------- --------------- ------------------------------- --------------- ------------------------------- --------------- ------------------ F- X o^3 v --------------- -------------------------- ------------- N w -------------------------------- ---------------- -------------------------------- Z w r M w ►`� a, ° w ------------------------- ------------- ------------------------- .. .� rn ---------- ------------------------------- ----------- ---- ------------------------------- --------------- ------------------------- s - O---------- ----- 00 rM of-_ V) < s Ln 2560 .wz.N q � N�n I iA N 0 0) N 2560 v N ° v w 00 wLO s M ------- --------------------- � `-4 ---------- ------------------------------- --------------- LO N---------- I `n 00 N N o Lo N H 2"x12" WEIR BOARD WITH CIPOLETTI J O 00 i. � U)- � `� ''�L_ N N o co z o 'r' z_ =o =o WEIR PLATE SEE DETAIL ----------------------- r I rn M N ------ ------------------------------- ---------------- -------- ---- N ' °� II ----- `n N — O X "� w -------------------- --------------------- z N N M Z =o M N z p_____ _ � j O + � > ; > AT A MINIMUM, INSTALL 4 BARS AT CORNERS ° v o ----------------------- UAo N II ----- --------------------- N - ---------- ----------------- --------------- ------------------------- + Ln ----------- -- �� N z_ z-- N Z - Z ----- AND EITHER SIDE OF PIPE PENETRATIONS AND v • • ° Q (V °' II ~ _ + u > > EXISTING GROUND - in > > II II - Q II - / ° v o rn ao z o �� N z z ----- ------------------------------- ----- / N z z----------- ----- Of �- - w� io AT 18 0 C VERTICALLY AND HORIZONTALLY. z U + o - 11 II - - FINISHED GRADE w a II = u N w N r� r� PLACE SUFFICIENT REINFORCING STEEL TO 2555 o Li > > � ao ! 00 2555 ALLOW FOR SITE SPECIFIC LOADING CONDITIONS ui o N z z 0 N F � - � AND ACCOMMODATE PIPE PENETRATIONS OII II — —------------ ------------------------------- 5vv) W - ------------- --------------------------- --- --------------- ----- --- DESIGNED: C. GRAHAM ------------------ ------------------------- O ^ -- - - - - - - - -- ------- 18" PVC OUTFLOW ------------------ ------ -------- ------------------------- --------------- ------------------------------- ---------------- ------------------------------- --------------- - DRAWN: C. GRAHAM i w ---------------- -- --------------- ------------------------------- ---------------- ------------------------------- --------------- - ---------------- -------- -- -- ---- ------------ -- cn N CHECKED: C. GRAHAM Ld2550 " t 115 LF 18" PVC 0 0.22% 2550 ---------------- --- ----- ------- ------- --- --------- -- --------------- ------------------------------- -----±450 LF -18-- 0_ 0.22% ------------- ---------------- - - ---------- ---- -- -- - ------- ------ APPROVED: C. GRAHAM z / t 157 LF 18" PVC ® 0.22� PLAN VIEW 0 ------------------ ---- - --------------- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- --------- ±19 �F 18" PVC 0 0.22% PREPARED FOR: O F 1 1 1 LLC a- A 2545 2545 PO BOX 593 Ld /-- ---------------------------- --------------- ------------------------------- --------------- ------------------------------- - EAGLE, ID 83616 ------------ ---- -------- ---------------- -------------------------------- ---------------- -------------------------------- ------------- ±29 LF 18" PVC 0 2.45% I ------------------------------- ------- z / DAYLIGHT PIPE TO Q ---------_J--------EXISTING POND ---------------------18" INV=2544.60' ------------------------- 2540 2540 J 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 18+00 5.00 cn IN Y � GIRR LINE 'B' (POND FEED) PLAN AND PROFILE 2 2" d STA. 10+00 TO 18+00 _ _ _ _ c� Z w > INSTALL 18" AUTOMATIC HEADGATE. ® 00 ® \ / ® ® z J c� COORDINATE WITH SUPPLIER. PROVIDE \ / Q U- w DETAILS AND SPECIFICATIONS TO DESIGN O o ENGINEER AND McMULLEN LATERAL WUA BOLT 2"x6" REDWOOD BOARD TO - - - - - - -- PRIOR TO INSTALLATION. CONCRETE WALL 18-24" UPSTREAM elf OF WEIR PLATE FOR STEVENS 1s" 6A Z STAFF GAUGE (STYLE C) w 0 O 1/8" THICK STAINLESS STEEL C a_ 2"x12" WEIR BOARD WEIR PLATE BOLTED THROUGH Lu Z • • • CIPOLETTI WEIR SECTION WEIR BOARD Q > Q m 0 Z v EXISTING 36" Q w CLASS V RCP , w 0 INSTALL PLASTIC COATED MANHOLE • D • WEIR BOX #2-1 DETAIL 1 m ~ STEPS, AMERICAN STEP COMPANY z z OR APPROVED EQUAL. o SCALE: NOT TO SCALE I RR 1 .l Q w 2"0 2" WEIR BOARD D WITH CIPOLETTI WEIR 18" PVC OUTFLOW z D v PLATE SEE DETAIL TO POND 0 o • • > J J • D Q Y O L _ W Q J 11 U • v v•p p v • D p• p • p • H n • N �d 18" CORED OPENING w o 0 25 50 100 150 CSW PROJECT NO. 23007 D__ 3 w DRAWING DATE 11/06/2025 SECTION A-A Li 3i: VERTICAL SCALE: 1" = 5' o z HORIZONTAL SCALE: 1" = 50' o t IRR 1 . 1 m ES 2 � o 16970 s11-6-250 - - - - - - - - - C�0 T�rF OF\OPT —M— — — — —M— — — —M— — — —M— — — — —M— — — — —M —M — — — —M— — — — —M— — — — —M— — — — —M— —M— — — — —M— — — — —M— — — — —M— — — — — 'S'i P c~n I O N. TEN MILE ROAD NNE M.GFL 0 25 50 100 150 cn - -I - - - - - - - - - - - - - J VERTICAL SCALE: 1" = 5' rn J _ SS SS SS SS SS SS SS SSsL SS HORIZONTAL SCALE: 1" = 50' LIJ Y o QS (IS (IS elf 3: JAI W +Wl _ 0 > - p N 10+00 11+00 12+00 13+00 1 14+00 fl— 15+00 16+00 -17+00� 36" CLASS III RCP 0) 18"GIRR> —18"GIRR> — L - - - - - Ll NLn co U 2 GIRR MH #3-1 0 154. i° 0),.o z I CHECK BOX 1-9 Q � a � GIRR MH #3-2 X o # o z EX GIRR MH #3-3 I SEE DETAIL 2 SHEET IRR1.2 F u w GROUT AND SEAL ALL PIPE m w cun f) Lt N w CONNECT TO EXISTING I PENETRATIONS, TYP. O U) u o O N w I i o o IRRIGATION WO H LANDOWNER. I a m E F- ro N N d 4 0) elf i � 41 ~�� I � I 12" MIN.cn ° w z ° X v a w N 2" x 2" NOTCH FOR 0 N 2 x6 CHECK BOARDS J CHECK BOARDS, TYP. U ° w Sui z (n 2570 w _UJ 2570 ° a ° (/) N ip -: r N 3 N O ^.� (q z Lo in ^ .Zi_ ^, Cr) B M ----------------------- --------------- ------------------------------- --------------- ------- ----------- ^ tf) LdI N N --- --------------- -------------------------------- --------------- -------------------------------- g o0 z o N II II "� L 0 0 o II - ---- L ---------------------- --------------- ------------------------------- --------------- ------------------ 00 OD 6" MIN. b = U X O O Z 0 > Lo N o — o O ------------------------- --------------- ------------------------------- --------------- ------------------ r ---------------- -------------------------------- ---------------- -------------------------------- - 0o I Lo N H No. N , a_ 2565 00 0 > > > `�``� 00 z 0 I 'n I ~ 2565 d ° 5.00 Y N z z z of - 0 '� M Z INSTALL PLASTIC COATED MANHOLE U II II --------------- ------------------------------- --------------- ------------------------------- ---- _ + `n to of - O STEPS, AM ERICAN STEP COMPANY Of U = D (D a0 N z z =� � > > OR APPROVED EQUAL. oz CD UNwro r) - II II - � NZ Z z ? FINISHED GRADE 0-Q II - F a U ------------------------------- --------------- --------------- ------------------------------- --------------- ---------------- c-• -------------- --- ---- --------------- ----------------------- ---- -------- � --- ----------- -------------- ---- ----------------- -------- 12 a w 2560 2560 INSTALL 18" WATERMAN C-10 CANAL z _ EX GIRR MH #3-. GATE OR APPROVED EQUIVALENT. SEAL w - --------------- --------------- --- _ O WALL WITH VUKLEM 116. GRATED LID ---------------- -------------------- ---- -------- ------ -- ------------ ---------------- ---- --- -- --- -- -- T SHALL HAVE OPENING FOR H EADGATE --------------- -------------- ------------- ------------f384 _LF_ 18 PVC C900 ® 0.12X - -_ Zui -------t384 LF 18" PVC C900 ® 0.12% I - ---------- ---- ------- ------------------------ - -- ----- ------- zo 2555 2555 a A ° 36" CLASS V RCP — ------------ - -------------- --------------- ------------------------------- ----- --- ------------------------------- ---------------- ------ ------------- ---- ---- ----- -- --- --- O Q LF 0 12� a U ±27 18" ADS ® ° co z IZ7 ---- ----- - EXISTING GROUND ° ° w ------------ -- --------------- ---------------- -------------------------------- o ---------------- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- CONNECT TO EXISTING IRRIGATION--- ---- ------ � � :2 ------------------------------- ---------------- ------------------------------- ---------------- ------------------------------- ---------------- -------------------------------- ---------------- ------------------------------- - BOX (COORDINATE WITH LANDOWNER)-- ----- elf EX. 18" INV OUT=2555.82' (FIELD a DESIGNED: C. GRAHAM 0 2550 VERIFY PRIOR TO CONSTRUCTION) 2550 18" CORED OPENING I DRAWN: C. GRAHAM ------------------------------- --------------- ------------------------------- --------------- ------------------------------- --------------- ------------------------------- --------------- ------------------------------- ---------------- ------------------------------- --- d Li V) -------------------------------- ---------------- ------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ------- BOLT 2%6" REDWOOD BOARD TO CHECKED: C. GRAHAM CONCRETE WALL 18-24" UPSTREAM bi -------------------------------- --------------- ------------------------------- --------------- ------------------------------- ------ - ------ OF WEIR PLATE FOR STEVENS APPROVED: C. GRAHAM ----- ---------------- ----------------------- STAFF GAUGE (STYLE C) 0 da o 0 2545 U 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 18+00 2545 In ° PREPARED FOR: o F 1 1 1 LLC a- GIRR LINE 'Cl (HUDSON LATERAL) PLAN AND PROFILE PO BOX 593 2"x,2" WEIR BOARDS z STA. l O+OO TO 1 H+OO WITH CIPOLETTI WEIR d EAGLE, ID 83616 Q N PLATE SEE DETAIL U J cn 4IN INSTALL PRE-CAST CONCRETE 0 IRRIGATION BOX WITH 6" MINIMUM 3: WALL THICKNESS, OLDCASTLE d w PRE-CAST OR APPROVED EQUAL. ~ 4 LB. RAISED EXPANDED METAL LID AT A MINIMUM, INSTALL #4 BARS AT W cf) INSTALL PRE-CAST OR CAST-IN-PLACE CORNERS AND EITHER SIDE OF PIPE J PLACE SUFFICIENT REINFORCING STEEL REINFORCED CONCRETE IRRIGATION BOX WITH 6" PENETRATIONS AND AT 18" O/C z J > TO ALLOW FOR SITE SPECIFIC LOADING INSTALL PLASTIC COATED MANHOLE MINIMUM WALL THICKNESS. PROVIDE SHOP VERTICALLY AND HORIZONTALLY. PLACE Q U CONDITIONS AND ACCOMMODATE PIPE STEPS, AMERICAN STEP COMPANY SECURE LID WITH 1/2"x4" LAG DRAWINGS FOR CONCRETE BOX, STEP PLACEMENT, 18" PVC C900 SUFFICIENT REINFORCING STEEL TO ALLOW J w PENETRATIONS. OR APPROVED EQUAL. PLASTIC COATED BOLTS AT EACH CORNER REINFORCEMENT AND GRATED LID FOR REVIEW BY FOR SITE SPECIFIC LOADING CONDITIONS O O _ e z w GROUT AND SEAL ALL PIPE PENETRATIONS WITH W QUADEX HYPERFORM AND CS-1800 CONSEAL PER a CO N C Z w McMULLEN LATERAL WUA SPECIFICATIONS. McMULLEN ° • a • C = LATERAL TO INSPECT PRIOR TO BACKFILL. a °a • CLASS III REINFORCED CONCRETE a a W a PIPE (CLASS V REQUIRED UNDER PLAN VIEW Q > Q ROADWAY CROSSINGS • °• m � Q • •a ° 6" MIN. in- w ° ° 5.00' , w N a- V I Z O 2» 2" V z cC O W Ln �— Z Q `� J z ® ® ® ® 0 ce J O m S - - - - - -- OQ C G AC ® ® ® ® � , /� � • A ! • °• 7Z18" V I ` uj -`' VVN / / / / / / / /\ INSTALL 4 LB. RAISED EXPANDED METAL 1/8" THICK STAINLESS STEEL J LID WITH 30"x30" LOCKABLE, STAINLESS ° GROUT AND SEAL ALL PIPE PENETRATIONS 2"x12" WEIR BOARD WEIR PLATE BOLTED THROUGH STEEL HINGED ACCESS HATCH PLACED 04 a 0 PROFILE VIEW WITH QUADEX HYPERFORM AND CS-1800 WEIR BOARD Q U OVER MANHOLE STEPS. LID TO BE EDGED a 116 CONSEAL PER SID SPECIFICATIONS. SID CIPOLETTI WEIR SECTION �n WITH 2" FLAT STOCK AND SECURED AT TO INSPECT PRIOR TO BACKFILL. No ALL CORNERS WITH 1/2"x4" LAG BOLTS. z N PLAN VIEW CSW PROJECT NO. 23007 to TYPICAL IRRIGATION BOX DETAIL 1 DRAWING DATE 11/06/2025 CHECK BOX #1 -9 DETAIL 2 SCALE: NOT TO SCALE IR R1 .2 SCALE: NOT TO SCALE IR R1 .2 a_ 0 IRRI . 2