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a IMPROVEMENT PLANS FOR S S 'tip oa CALL BEFORE YOU DIG DEVELOPER f WINDROW SUBDIVISION NO. 3 F111 LLC 16970 w CALL DIGLINE INC. PO BOX 593 a PRIOR TO COMMENCING EAGLE, ID 83616 5-5-26 O Q UNDERGROUND WORK LOCATED IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 25 (2os) 33s-5355 Op 1>1Q3 P� U Kuuwwhat"s below. 0 F OF Ilheloreyaualg- (208) 342-1585 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN LARENC�CONGERGROUP.COM W 0 /ENE M cou CITY OF MERIDIAN, ADA COUNTY, IDAHO z z J Q 2026 CIVIL ENGINEER W N SURVEY DATUM CIVICORIL SITE E GRAHAM, PE 0 SHEET INDEX CIVI PO J BOX 6059 LLC w HORIZONTAL DATUM BASED ON ADA COUNTY GIS. N BOISE, ID 83707 -W E (2os) 946-3874 co C0.0 COVER SHEET D o CGRAHAM®CSWENGINEERING.COM J C0.1 NOTES ALL ELEVATIONS SHOWN ARE NORTH AMERICAN c' 0 C1 .0 FINAL PLAT SHEET 1 VERTICAL DATUM OF 1988 (NAND 88). or a� � Y O M c M W AMITY RD � �p o C1 .1 FINAL PLAT SHEET 2 0 30 60 120 180 SURVEYOR o o C2.0 OVERALL SITE/UTILITY PLAN o m SCALE: 1" = 60' SAWTOOTHF LAND SURVEYING LLC N a O � N cf) C3.0 GRADING PLAN mp � U o C3.3 DRAINAGE PLAN 2030 S. WASHINGTON AVE. ® VICINITY MAP m E -- a_ C4.0 SELAWICK WAY PLAN AND PROFILE EMMETT, ID 83617 1"=1000' � (208) 398-8104 E w C4.1 KESUGI ST/BIRCH CREEK AVE PLAN AND PROFILE C4.2 FANTHORPE DR/SALTWOOD AVE PLAN AND PROFILE 3: C5.0 SEWER LINE A PLAN AND PROFILE cn w C5.1 SEWER LINE B+C PLAN AND PROFILE a_ C6.0 WATER PLAN w C7.0 PRESSURE IRRIGATION PLAN C8.0 STREET LIGHT AND SIGNAGE PLAN SITE DATA O Uj = C9.0 ROADWAY DETAILS ADA COUNTY PARCEL #S1225336525 < C9.1 STORM DRAIN DETAILS _ - _ SITE AREA = ±7.92 ACRES � z - _ PROPOSED LAND USE ZONE: R-8 O W. ROUTEBURN DRIVE i NUMBER AREA % w LEGEND WINDROW SUBDIVISION NO. 2 \ > lY O o _ _ _ 20 RESIDENTIAL LOTS 37 5.36 AC 67.7% o 0 z - - SUBDIVISION BOUNDARY \ a Y LANDSCAPE COMMON LOTS 6 1 .00 AC 12.6% o0 PUBLIC RIGHT-OF-WAY 20 \ \ BLOCK 5 0 N z - ROAD CENTERLINE I BLOCK 3 \\ \ COMMON DRIVES 2 0.17 AC 2.1% ii LOT LINE \ 21 < L 22 23 24 25 PUBLIC RIGHT-OF-WAY N/A 1 .39 AC 17.6% Z 3 LOT NUMBER \ J_ CURB AND GUTTER 19 21 \\ \ TOTAL 45 ±7.92 AC 1 00% z 8"SS> SEWER MAIN O 8"W WATER MAIN I 22 � o z w <12"Sp STORM DRAIN PIPE 1 g W. KESUGI ST ES _ LU o <12"GIRR GRAVITY IRRIGATION PIPE - \ \ s IDAHO POWER INFORMATION 0 6"PI PRESSURE IRRIGATION MAIN \ DESIGNED: C. GRAHAM BLOCK 3 F� 23 DRAWN: L. HAASE FIRE HYDRANT 17 \ 9� PROJECT CONTACT: JAMES NEYLAN cwn \ CHECKED: C. GRAHAM SINGLE WATER METER/SERVICE (208) 336-5355 EXT. 2 \ �y JAMES@CONGERGROUP.COM APPROVED: C. GRAHAM z DOUBLE WATER METER/SERVICE Q 8 \ \9� 24 O B.O O 11 10 9 \ FUTURE PHASES O 16 PREPARED FOR: 2" BLOW-OFF ASSEMBLY 0 \ o ® GATE VALVE W w PHASE 4 13.39 ACRES 64 LOTS � % �. I& A,. .. WATER FITTINGS Z Q 7 PHASE 5 13.57 ACRES 49 LOTS F 1 1 1 LLC � Y \ 25 PO BOX 593 w w \ \ PHASE 6 8.39 ACRES 35 LOTS PRESSURE IRRIGATION SERVICE v; 1 5 � 1 \ / EAGLE, ID 83616 Q 'RR GRAVITY IRRIGATION MANHOLE I = I \\ / PRESSURE IRRIGATION PUMP STATION INSTALLED IN PHASE 1 Qs SEWER MANHOLE BLOCK 11 \\ SANITARY SEWER LIFT STATION INSTALLED IN PHASE 1 U J ® CURB INLET m \ \ 14 \ NO POLE REMOVAL/RELOCATION REQUIRED Y so STORM DRAIN MANHOLE 2 3 \ / Z Of i O o o SAND AND GREASE TRAP 4 12 \ O 6 \ w MONITORING WELL \ V STORM DRAIN SEEPAGE BED 13 BARRICADES U w T STREET SIGNS 12 O 1 � STREET LIGHT W. FANTHORPE DR \ � Z � - - - - Z z LL] ��26��� PROPOSED MAJOR CONTOUR (5') 0 8�� 6 O O Q w w ��2g2 PROPOSED MINOR CONTOUR (1') V CA W _ EXISTING MAJOR CONTOUR (5') LU 11 10 9 8 7 > \ z L ' - EXISTING MINOR CONTOUR (1 ) I Q - s 0 O wwLL C � 2.00X DRAINAGE ARROW WITH PERCENT SLOPE o m G BLOCK 3 0 12 11 10 9 8 1 Q = LJJ L U - - Q W O O cf)z 4 in \ � � (n vi BLOCK 4 NOTICE TO CONTRACTORS li J J N WINDROW SUBDIVISION NO. I Q _ oCONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME O SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF Li OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; Z (n THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO ACHD CERTIFICATE OF COMPLIANCE U DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF N W MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND N `" STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE rol CSW PROJECT NO. 26003 ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ~ DRAWING DATE 05/05/2026 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING O OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE W APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. � . " LD-RSUB-2026-XXXX a Como a o S\ONAL F 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ,GENS � m 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO �O \ = Q DEPARTMENT. SCHEDULE INSPECTIONS. 0 ' 16970 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT a TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 5-5-26 � a n �O v 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN NgTFOF`�P P•ZP ~ CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. ENE M.6� U GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD v SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS J 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 'n PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL LI# o GENERAL CONSTRUCTION NOTES CONFORM TO THE PROJECT ESC. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284 FOR INSPECTIONS. 24-HOUR MINIMUM ADVANCED NOTICE IS REQUIRED.3: 7.7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR. SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING w 1 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY W � PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CONSTRUCTION. AND EXISTING PAVEMENT MARKINGS. \L D 0 co ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE /r a, J REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT ITD . THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF j ( ) 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. •L � v BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE r� oCD cu � w PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 0In � � � m 0 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE BELOW RIGHT-OF-WAY TO ACHD. GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. X °'� z OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A p rn 0 CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. m w U) (n SITUATION IS RESOLVED. AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND p g) 0 STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. a m E o w 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE fu m TIMES. GEOTECHNICAL REPORT. 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD fu z 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN SD-709. °' START OF WORK. ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. , cn 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE N REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY PLANS AND CONFORM TO THE ISPWC SECTION 801. x 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. w NOT OPEN OR CLOSE WATER VALVES. 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL THE PLANS AND CONFORM TO THE ISPWC SECTION 802. 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. w 16. PLANT MIX ASPHALT CONCRETE ON ACHD ARTERIAL AND COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2"), PG 64-28 AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MIX INSTALLED AT THE THICKNESS SPECIFIED ON THE PLANS. PLANT MIX ASPHALT CONCRETE ON PRIVATE STREETS SHALL BE MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE cn N0. 1. SP-3, 0.50 INCH (1/2"), PG 58-28 MIX. z WATER z 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL 3: PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT 0 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING OR OTHER STREET WORK: _ cn 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION ~ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE NOTE N0. 1. A. LOCAL ROADWAYS SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX AT w of RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 2.5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 14-INCHES OF 6-INCH MINUS PITRUN, o 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, WHICHEVER IS GREATER. z 0 CONSTRUCTION PLANS. O i � AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND � c.> w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL B. ARTERIAL ROADWAYS (AMITY AND CINDER ROADS) SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH o :D PRIOR TO CONSTRUCTION. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA u 0 Of 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). (1/2"), PG 64-28 MIX AT 5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 25-INCHES OF o (D6-INCH MINUS PITRUN, WHICHEVER IS GREATER. z 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT w FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Ln THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE z � WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. J 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND 0 TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. THE WASTEWATER RULES (IDAPA 58.01.16). INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z 0 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER o Q ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL z 0 TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS REPLACE THE ENTIRE ROADWAY SURFACE. � TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL w 0 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER 0 DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. QUALITY (IDEA). 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. DESIGNED: C. GRAHAM � 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 0 SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE DRAWN: L. HAASE L' AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. PUBLIC WORKS INSPECTOR. BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. cn CHECKED: C. GRAHAM 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION APPROVED: C. GRAHAM OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). BEGINS. z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE 19. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO PREPARED FOR: 0 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE F 1 11 LLC 0 DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY COMPACTION TESTS. w AND REGULATION. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. PO BOX S93 of 20. OFF-SITE UTILITY WORK WITHIN 300 FEET OF THE SUBDIVISION BOUNDARY SHALL REQUIRE A RIGHT-OF-WAY PERMIT SEPARATE EAGLE, ID 83616 z 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL FROM THE SUBDIVISION WORK. ALL TRENCH BACKFILL AND COMPACTION RECORDS WITHIN FUTURE ACHD RIGHT-OF-WAY SHALL Q APPROVAL IS GIVEN TO THE PROJECT. SEWER BE PROVIDED TO ACHD INSPECTION STAFF. 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS J RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. PRESSURE IRRIGATION Y DRAWINGS. Z of 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING O � 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONSTRUCTED. w NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE M 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) -1 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE AND THE CITY OF MERIDIAN WATER DEPARTMENT. D O 0 FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE ce w CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT Z 0 OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. l) Z Z 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 Z O Q a_ BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 0 TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND O J � COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A V STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL Li25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA ce > W ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). O 0 Z Ln ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. m C O LLJ 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE U. G w 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS Q LLJ Z � PROPERLY DISPOSED OF OFF SITE. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE W THE SEWER. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF O cf)z 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY CMT ENGINEERING LABORATORIES THE WASTEWATER RULES (IDAPA 58.01.16). > �[ DATED SEPTEMBER 12, 2019, CMT PROJECT NO. 13175. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. O Lo 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE O C 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. ceWORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN C THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. a 1 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE0. J 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR Q Z Y SPECIFICATIONS AND DRAWINGS. CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME NON-POTABLE WATER. Of COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN � CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE O CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE PRIVATE ROADWAYS AND TRAVELWAYS. Z (n MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. J_ >- GRADING/STORM DRAINAGE 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. W N 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY V� 0 cv PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY CSW PROJECT NO. 26003 DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE = MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. DRAWING DATE 05/05/2026 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 0 DEPARTMENT ON SITE AT ALL TIMES. W coo a o Q w tA = Q O > O m ce F a F_ Q U F U U N WINDROW SUBDIVISION NO. 3 BOOK , PAGE cn w LOCATED IN THE SW114 OF THE SW114 OF SECTION 25 PLAT NOTES T. 3 N'/ R. 1 W'/ B.M./ 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND 9• THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT LLJ I' CITY OF MERIDIAN ADA COUNTY IDAHO PROPERTY DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING: INSTRUMENT N0.2024-019824. W U N / / -TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT L J 2026 LINES OR AS DEPICTED 10. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND I 0) TEN(10')FOOT WIDE ADJACENT TO THE PUBLIC RIGHT OF WAYS OR AS RESTRICTIONS TO BE RECORDED AT A LATER TIME AND MAY BE AMENDED - o L FROM TIME TO TIME. r1rn O\ N I� U DEPICTED l..I Y� In N O 1 L -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT l..I O � C re) O LINES OR AS DEPICTED 11.A PORTION OF LOT 6,BLOCK 3 AND A PORTION OF LOTS 1, 6, BLOCK \O p)o ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE XO 0 00 SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER 3 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED co L U) PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER ALONG THE FOLLOWING: Ln u 00cn SCALE 10,2015 AS INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND O 60 0 30 60 120 TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE a m tr OR AS DEPICTED L1 FIVE(5')FOOT WIDE SIDE LOT LINES OR AS DEPICTED "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION z 40 2302 IDA CODE THE MASTER EASEMENT IS FOR THE OPERATION AND LI (FEET) 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT HO CODE. 0) 1 INCH=60 FT. TO FARM ACT, WHICH STATES"NO AGRICULTURAL OPERATION, MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. u w AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A 12. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF ' NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN w1/4 OPERATION FOR MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY ELEVATION. orf 26 25 OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS PLS 13934 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN 13. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. w CP&F 2025-054801 A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF NO. 2026 XXXX. AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION � BLOCK 10 THEREOF." 14. THIS DEVELOPMENT IS SUBJECT TO THE CITY OF MERIDIAN SANITARY o i I j WINDROW \ j SEWER AND WATER MAIN EASEMENTS INST. NOS. 2026-XXXX, 2026-XXXX, & w _ _ _ _ _ BLOCK 9 SUBDIVISION NO. 2 - _ _ - 2026-XXXX. \- DRIVE STANDARDS OF THE CITY OF MERIDIAN BOOK 13x, PAGES _ 3 ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST p - TEBURN � RECENTLY APPROVED SUBDIVISION - - - - _ xx - ROU AT THE TIME OF RESUBDIVISION. . . 15. THIS DEVELOPMENT IS SUBJECT TO A SLOPE EASEMENT FOR THE _ Z i W. ROUTEBURN DRIVE _ _ �I CALKINS LATERAL,AS SHOWN HEREON, WHICH WILL BENEFIT THE BOISE 0 ~ j g PROJECT BOARD OF CONTROL AND BE MAINTAINED BY WINDROW � z I - - - - - - " 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION HOMEOWNERS ASSOCIATION,INC. Z E 140.25 ° SHALL BE IN COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. o - . - . . - . . - . . - . . - . . � 7903159 _� �i 7: :: N '� 16. DIRECT LOT ACCESS TO S. CINDER ROAD IS PROHIBITED. U _ _ _ _ _ BLOCK 8 \ �_ _- \ i 5. LOTS 6, 11, 12,21,26,BLOCK 3, LOT 12, BLOCK 4,AND LOTS 1, 6, BLOCK 1 \ � N LZ o _-- \ 11 ARE RESERVED AS COMMON AREA ARE SUBJECT TO BLANKET CITY OF g ° rn i 17. LOTS 9-11,BLOCK 3, WILL TAKE ACCESS FROM LOT 12, BLOCK 3. LOTS ~ i y ° No ` \\ \ MERIDIAN IRRIGATION AND PROPERTY DRAINAGE EASEMENT,ARE 18-20,BLOCK 3 WILL TAKE ACCESS FROM LOT 21, BLOCK 3. THESE COMMON S 8902832"E 296.00' L �W v o \ \ \ NON-BUILDABLE LOTS,AND ARE OWNED AND MAINTAINED BY WINDROW J O �� o o o \ \ �' DRIVEWAYS ARE FOR THE PURPOSE OF INGRESS/EGRESS,SHALL CONTAIN Q O o \ 2O \ \ ; . . s 18 HOMEOWNERS ASSOCIATION,INC. BLANKET TYPE WATER SEWER AND UTILITY EASEMENTS AND SHALL RUN z z 94.50------1 25.00' 46.00' 46.00' 46.00' 38.50' <, �\ 66� ~ i ° ' I L-----� L-----� r-----� r----��1 \ o\ 139• �A WITH THE LAND. THESE COMMON DRIVEWAYS/LOTS SHALL BE CONSTRUCTED a �I z ( \ \ E \\✓ / 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. U LLJ \ al' �\ ` IN ACCORDANCE WITH UDC XX-XX-XX AND BE PAVED A MINIMUM OF 20 FEET g I 1 io i 1 ! \ o29 \ is / 2026-XXXX. o I O o I o o 0 o I \ \ 6a BLOCK 5 WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON cUn 00 col 20 12i r< I Ui I Lri I u; 1 a \ \ DRIVEWAYS/LOTS SHALL BE OWNED AND MAINTAINED BY WINDROW w o l 1 I I I 1 �/ 7. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE NEW YORK p 1 l 1 0o I I I 1 �\ '// ` \ IRRIGATION DISTRICT SERVICE AREA 208 922 5608 IRRIGATION WATER WILL HOMEOWNERS ASSOCIATION, INC. N z I L--------------J N I �/ \\ �' .17 BE PROVIDED TO ALL LOTS THROUGH A GRAVITY/PRESSURE IRRIGATION w cn i-S 89°28'32"E 104.50'-i 21 22 i 23 i 24 i 25 26 \ 5\20 \\\ 21 139 y$ / DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION Q _ ^+ I ^� \ 31-3805 4 IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN z F_ o I I o - rn I M I ^� I M \ ci �'� G' WINDROW O, A I o1 0 o o ° ° I , \ �\ o. 65�0 \ cn\ SUBJECT TO ALL ASSESSMENTS LEVIED BY NEW YORK IRRIGATION DISTRICT. jg I^ N o I o I o I o 1 0 �\ °5 \ �:': SUBDIVISION NO. 2 w O i O `y I 1 d- o I I I I a \ \ \� 61 \ �a ALL UNPAID IRRIGATION ENTITY ASSESSMENTS AREA LIEN ON THE LAND. J 1 I o I I I 1 BOOK 13x, PAGES (Yi L--------------J o 1 I I I I I I BLOCK 3 I L18 `� \ ��' .' \ xx a o 1 _J L_____J L_____J L___-__j C40 • r \ \ \ 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS W ( r-S 89°28'32"E 104,50'- ") � �3j 46.00' 46.00' 29.40' C39 d \`/ 16 THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS Q Q I o1 10 �� Zn 121.40' C38 n/ \11 \ \\ 22 O1` ^ \: C9` / ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. o a I 1 1 �� •N W. KES UGI ST. _ •N _ �23 L2o \ 20 \ ti39' �.'� \ o ---- I L C.� N 8902832"W 121.40' -0i,) C41 \� \ / ----------J o i of1 ' 1 a " 121.40' r-S8902832"E 104.50 -4 \ 6 / 15 DESIGNED: C. GRAHAM I y 45.00' 45,00' 31.40' C43 cA0 LEGEND 23 DRAWN: L. HAASE o ,J I SUBDIVISION BOUNDARY LINE7 n Iv ui \ pii CHECKED: C. GRAHAM \ O I I l o l o l o I 1y o o ♦ LOT LINE --------------Jh - ` C . � ,' �A \ 6� APPROVED: C. GRAHAM r-S 89°28'32"E 105.00-1 1 0 11 I 10 I 9 I I \�' �� i' ,' �� ° - CENTERLINE o f t o - co o0 co i i n W I I I I \ \ v . 24 \ / �; ° O I of 16 to 1 N N N y / ------------ PUBLIC UTILITY, IRRIGATION,AND DRAINAGE EASEMENT ri ti I I I o / �: .:':' a I v Q I 1 o I o I o I O \ C < 31 / �� N I 1 BLOCK 3 I 1 ocz, I l ocz) l o l o I �'� l / ' 1 LOT NUMBER PREPARED FOR: o --------------J w 0 1 1 1 �n 1 cn 1 O�'.� pL�/// \�� / nj % FOUND ALUMINUM CAP F1 1 1 LLC w N L r-S89°28'32"E 105.00'-� W 0 1 I 589°28'32"E 192.00' I i 1 ` �r`\ .S �� / / {� I I W I 1 b �, _ L-----J L----- L_______ 6 ��6 �' / ' / DA Qo FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED PO BOX 593 w w o I I o o�'' s N 45.00' 45.00' 45.00' S7.00' ' \ / /' 25 ' y Gt, t I^I 15 I^ I co �s `\/' // /'t O FOUND 1/2"REBAR/CAP PLS 11574 EAGLE ID 83616 N m1 ld ►'Z'i o� r --60_00'--� r--60.00'--, 60.00' 12 00' < ///. • Z o `-� l 1 U o N I I I I r I �I SET 5/8"REBAR/CAP PLS 11574 Q z o �-------------=J oo M I I bo BLOCK 11 1 i 1 I ��? -- ✓o \ �\\ //�y • SET 1 2"REBA CAP PLS 11574 m I Ln I Lll �` / R/ I o I r-S 89°2832"E 105.00' � pa o I I d I o I �� r --� rs`� /'/ '� z 1 �.ZZZZI J I o to o l 1 I I o I ` /' ACHD STORM DRAINAGE,SEE NOTE 11 J I^1 14 I^ �I p I I I I o I o \ ` O r - - v i I d o 2 I 3 I I I Ln I o ` SLOPE EASEMENT,SEE NOTE 15 V) 1 l l I ` I I o ��° �0 1� Lam _ -.- - � � Z 4 I `� �--------------J I 1 1 1 \ ° � 20.5'l 20.5' I I o 1 � o0 5 � - M I N I 6 I s .s ACHD PERMANENT EASEMENT,SEE NOTE 13 r-S 89°28'32"E 105.00'- � • 1 l o0 1 o I I o, 1 o \ - --77-J-TT-TT-rT- w I ' ' o l a I M I °� sC�\ [1�1LLLLL//�1d� - o 1 I n I I I 1 I o I I yf CITY OF MERIDIAN SEWER/WATER EASEMENT SEE NOTE 16 v1 13 � `ems -------� l 1 kn 1 °0 1 M ° y N I ( I \� \ L25 C19 - J L 1 1 �---------------� �`'a C18 CI,\,,_ I 1 1 I I v U o S 89°2832"E iO4.41' �1����'� �o- _Ln �z ZO o Cl5 �C14 28.18i L 60.00' -J 85.59' C5 ,moo O un _ z O I I S 8902832"E 124.03' o �\ ` C13 Ln 173.77' `ro 0 0 0,fl ` L Czg c22 0 °-• W. FANTHORPE DR. G6, �o\V'�rr VA u i ( 34.03' 45.00' 45.00' C28 L24 C24 C12 • - - - �i-' s 'p C •-+ Z Z z r-----� r-----� r-----� r------C2 C23 C21 Cll in N89°2832"W 173.77' Cl O O Q w w I i I i 1 BLOCK 3 _1 N�y � N 163.09' T'� Z O .w �0 N l l l M 1 rn v 9 C8�' ✓ Cl, u V I w I o 1 0 l o l o l of 60.00 60.00' 43.09' C9 1 0 .O Z = 1 I o 6 11.14' I �� --- ----7 r--------1 F--------I p - � 1- I I I I I A M _ I I o i i i 1 i--S 89°2832"E 114.97'---I d I M Ln o BLOCK 4 I o I o , 1 SEE SHEET 2 OF 4 FOR NARRATIVE, ce 11 d I 10 I 9 d 8 d 7 d '" o I o l o I I M aC O Q z z 1 , I oI Io Ci I Ci I Ci I id A cn I M I M I M 1 M , lI IQ) Q � - I - , - 1 - 1 to w o � REFERENCES, AND LINE/CURVE TABLES I ILu 0 o 0 1 0 1 o d-1 1� p 1 - I I I I I O N I I I l LL S 89 28'32"E 114.97'--J I I o I o I o I o I o I o I o I o 1 o I o L-- ^' _ I w I 1 1 1 I r a I o 12 N 11 1 N 10 I o0 9 l o0 8 1 100 ��5 ICE IJ rP/ Q ' L_____J L_-_-_J L__-__J L.-__-___J ti _______________., o M 1 �-.� 1 e-y 1 �I 1 N G w O S 89°32'32"E 73.00' 34,04 45.00' 45.00' 45.00' S8.00' of 1- I o I o I o i o I I*-' \ O WWW.SAWTOOTHLS.COM WkA ° J ° -- -- - PLS5617 °Nl 4 1� 1 1 � a 11574 2030 S. WASHINGTON AVE. O J cn POINT OF N 89 32 32 W 227.04 ^ 1 1d^ 1 i 1 0 7 a' ,p 4-/28/2.�� O Q z BEGINNING L---___114.96'------J 20.50'20.50' L-------J L-------- L-------J LJ 19' ? N 89 2832 W 155.96 ° °L6 60.00' - N 89°28'32" W 240.00' BLOCK 4 ° ✓���'`'OF Gy „ FAX (208) 398-8105 N M UNPLATTED O o ° LL LS 737 I 3 BLOCK 3 WINDROW SUBDIVISION NO. 1 3 1 4 5 6 BE A (208) 398 8104 a J 26 25 CP&F 2023-028668 BOOK 131, PAGES 61-65 --- --- --- --- o -__ -__ _-- _-- _-- __ __ 1/4 25 Ali F007_1� EMMETT, ID 83617 --- --o --- --- 35 i 36 S 89 2832"E 114.96' W 1/16 ° 3 Q _ � W. AMITY RD. N 89 3r33"W 1670.89' Land Surveying, ��C i PLS 5617 PLS 11574 CP&F 2025-057326 CP&F 2025-054800 O O U) SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: Z _j 1 OF 4 4/2026 AR JB 126095 126095-FP ' U W N kA O N CSW PROJECT NO. 26003 DRAWING DATE 05/05/2026 ce O W cl 00 a o Q w tA = Q O > O m ce F a F- Q U F U) U N WINDROW SUBDIVISION NO. 3 BOOK , PAGE Y 0 LOCATED IN THE SW114 OF THE SW114 OF SECTION 25 JT. 3 N., R. 1 W., B.M., _W E V) CITY OF MERIDIAN, ADA COUNTY, IDAHO >_ 2026 U LL. `a La O O U LIB M (v 00 O i0 O p1 O ZOcf) X0 2 3 Q� co 00 U) O o dm LI a Z L LLJ u (n Ld orf a_ X L li O w Q p CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH z Cl 24.14' 1673.22' 0°4936" N 5049'18"E 24.14' REFERENCES: o Ld C2 311.91' 483,50' 360 57'45" S 330 4957"E 306,53' z C3 11.60' 320.50' 2004'26" N 5105225"W 11.60' u C4 1 31.38' 284.50' 6019'08" S 49045'04"E 31.36' RI) RECORD OF SURVEY NO. 7287 Ln C5 43.24' 79.50' 31°10'00" S 7405628"W 42.71' R2) RECORD OF SURVEY NO. 2740 g F-- C6 54.40' 100.00, 31°10'00" S 7405628"W 53.73' R3) RECORD OF SURVEY NO. 12859 orf C7 65.55' 120.50' 31°10'00" S 7405628"W 64.74' R4) RECORD OF SURVEY NO. 13794 o C8 48.58' 120.50' 23006'00" S 7005428"IN 48.25' R5) WARRANTY DEED INST. NO. 2025017106 zo z_ C9 16.97' 120.50' 8004'00" S 86029'28"IN 16.95' R6) WINDROW SUBDIVISION NO. 1, BOOK 131, PAGES 61-65 w C10 84.86' 300.00' 1601222" N 8102221"W 84.57' c of 1 Cll 24.85' 300.00' 404443" N 87006'10"W 24.84' u 17 C12 60.01' 300.00' 11027 N 78°59'59"W 59.91' w O 0 U j C13 79.06' 279,50' 1601222" N 8102221"W 78.79' N z C14 31.89' 279,50' 6032'12" N 86012'26"W 31.87' SURVEYOR NARRATIVE w C15 47.17' 279.50' 9040'10" N 78006'15"W 47.11' = C16 90.65' 320.50' 16012'22" S 81 022'21"E 90.35' THIS SURVEY IS BEING COMPLETED AT THE REQUEST OF THE PROPERTY OWNERS TO Z ~ C17 14.29' 320.50' 2°33'20" N 74°3249"W 14.29' SUBDIVIDE INTO RESIDENTIAL LOTS. w 0O C18 60.71' 320.50' 10°51'14" N 81°15'06"W 60.62' LINE TABLE C19 15.65' 320.50' 2°47'49" N 88004'37"IN 15.64' THE PROPERTY BEING SUBDIVIDED IS A PORTION OF THE PROPERTY AS SURVEYED z0 LINE BEARING DISTANCE C20 84.86' 300,00' 16012'22" N 81°22'21"W 84.57' WITH RECORD OF SURVEY NO. 13794.ALL SECTIONAL MONUMENTS WERE FOUND AS Q Ll N 4503128"E 14.14' C21 34.32' 320.50' 6008'07" N 76020'13"W 34.30' SHOWN ON SAID SURVEY AND USED FOR THIS SUBDIVISION. FOR ADDITIONAL z U L2 N 75034'14"E 49.00' C22 79.06' 279.50' 1601222" N 81°22'21"W 78.79' BOUNDARY INFORMATION SEE SAID RECORD OF SURVEY NO. 13794. Ll- L3 S 520I8'49"E 20.42' C23 71.89' 279,50' 14044'12" N 80038'16"W 71.69' Lu 0 L4 S 37005'22"W 36.00' C24 7.17' 279.50' 1°28'10" N 8804427"W 717' O L5 S 13019'09"W 24.93' C25 46.34' 29.50' 90000,00" N 4402832"W 41.72' DESIGNED: C. GRAHAM L6 N 81°52'51"W 15.13' C26 78.54' 50.00' 90000,00" N 4402832"W 70.71' O L7 N 00031'14"E 26.85' C27 110.74' 70.50' 90000,00" N 4402832"W 99.70' DRAWN: L. HAASE Li L8 S 4903636"W 19.85' C28 6.48' 70.50' 5016'02" N 86050'31"W 6.48' 0 L9 N 3902624"W 16.70' C29 32.47' 70.50' 26023'30" N 71000'45"W 32.19' CHECKED: C. GRAHAM Ld L10 N 4402832"W 14.14' C30 34.58' 70.50' 2800625" N 43045'48"W 34.24' m Lll N 8902832"W 50.00' C31 37.20' 70.50' 30014'03" N 1403533"W 36.77' APPROVED: C. GRAHAM z L12 N 68002'36"W 51.57' C32 46.34' 29.50' 90000,00" N 4503128"E 41.72' O L13 S 5403446"W 17.87' C33 78.54' 50.00' 90000,00" N 4503128"E 70.71' U L14 S 6402126"W 11.34' C34 110.74' 70.50' 90000,00" N 4503128"E 99.70' PREPARED FOR: M L15 N 64012'58"W 8.01' C35 31.08' 70.50' 25015'34" N 13009'15"E 30.83' F 1 1 1 LLC O L16 N 30°05'38"W 11.55' C36 36.98' 70.50' 30003'19" N 4004842"E 36.56' a_ L17 N 63048'09"E 39.37' C37 42.68' 70.50' 34041'07" N 73010'55"E 42.03' PO BOX 593 L18 N 63048'09"E 6.69' C38 60.40' 129.50' 26043'19" N 77009'49"E 59.85' EAGLE ID 83616 L19 N 29049'18"E 21.68' C39 19.17' 129.50' 802852" N 8601702"E 19.15' z L20 S 82013'00"E 21.68' C40 41.23' 129.50' 18014'27" N 7205523"E 41.05' Q L21 N 4402832"W 14.14' C41 69.96' 150.00' 26043'19" N 77009'49"E 69.33' L22 S 8902832"E 44.36' C42 79.52' 170,50' 26043'19" N 77009'49"E 78.80' L23 N 63048'09"E 6.69' C43 13.61' 170.50' 403429" N 88014'14"E 13.61' J L24 S 8902832"E 44.36' C44 59.18' 170,50' 19053'10" N 76000'24"E 58.88' V) L25 N 8902832"W 44.36' C45 6.73' 170,50' 2015'40" N 6405559"E 6.73' Z C46 436.55' 650.00' 3802852" S 33040'12"E 428.39' O 0 C47 303.05' 650.00' 26°42'47" S 39°33'14"E 300.31' 11574 C48 133.50' 650.00' 11046'05" S 200I8'48"E 133.27' p' 4/2-8/2-6 - � C49 422.79' 629.50' 38°28'52" S 33°40'12"E 414.88' r N C50 78.88' 629.50' 7010'48" S 18001'10"E 78.83' 9 ,off �� .� u M C51 71.18' 629,50' 602844" S 24050'56"E 71.15' OFF BEAG1'� > C52 71.18' 629.50' 602843" S 31°19'39"E 71.14' O U C53 71.18' 629.50' 602844" S 37048'23"E 71.14' 00 C54 71.77' 629.50' 6°31'57" S 44°18'43"E 71.73' Z C55 58.59' 629.50' 5019'56" S 50014'40"E 58.56' (n ul) fV C56 51.93' 483.50' 6009'15" S 1802542"E 51.91' 7 Z Ld C57 55.23' 483.50' 603244" S 24046'41"E 55.20' O O Q w 0- 058 55.23' 483,50' 6°32'44" S 31°19'25"E 55.20'orf C59 55.23' 483.50' 6032 w '44" S 37°52'08"E 55.20' u (n C60 55.68' 483.50' 603554" S 4402627"E 55.65' = C61 38.60' 483.50' 403426" S 50001'36"E 38.59' ce > (/') C62 104.06' 665.50' 805731" S 1805432"E 103.95' O Q z cn C63 277.64' 665.50' 23054'13" S 40°57'31"E 275.64' Lu L. . UJ m Q D WWW.SAWTOOTHLS.COM LLI > z 2030 S. WASHINGTON AVE. � ?� ceQ FAX (208) 398-8105 0 O Z (208) 398-8104 a�5AWF007 EMMETT, ID 83617 Q Z J J Y Land Surveying, LLC � o O SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: Z Ln J 2 OF 4 412026 AR JB 126095 126095-FP ' U W N CA O N CSW PROJECT NO. 26003 DRAWING DATE 05/05/2026 O W O a ■ a o Q S\ONAL F ENSF� J N Q O Q 0 16970 a } 5-5-26 �O, F OF\OP_ E M.GAP U u U I I z 0 20 40 80 120 J J Fn Y I OM X III I I II v—IIL111 ILI 1 1 8—IIIII S I 1II1 B.0 C.O. " 4J\P\\\\\\1Ii \0—B Ls•—�O�C l9\'�K'\\C�—s\II`IIII II�/�—\II /— /\^ IIIIIIII I \ 5 \ SCALE: 1 40'0 8"W \ w L �OOOZ_Z�paQ�C, z 1> G� Q— ~LLI 0Q�_�JJQ�E 4PI 0N S T gW 0( 6) 12"W 12W oo � 0) a n S �r1 Yn �L� a. O 12"W X O - - O CP' op o amW. ROUTEBURN DRIVE ; m z CONNECT TO EXISTING 0)w SANITARY SEWER MANHOLE CONNECT TO EXISTING u WINDROW SUBDIVISION NO. 2 12" WATER MAIN20 25.00' COMMON 20 DRIVE ESMT o BLOCK 3 Lu a a- R L - - - - - - - - - - J 21 cn z 22 1 1 23 24 25 w rr, SEWER LINE 'B' BLOCK 3 i0 I SEE SHEET C5.1 I cn �, 19 1 �I 0 o I a IL - - - - - - - - - - J p z 22 C_zgrwJ 7) Of o18 B"W cn z tA W. KESUGIST- W — J ° ° _ > o 17 o2 SEWER LINE 'A' LL_ SEE SHEET C5.0 ACHD SEEPAGE BED #1 wL - - - - - - - - - - :2 N DESIGNED: C. GRAHAM8 F — 24o m to 9 DRAWN: L. HAASE N 16 S CHECKED: C. GRAHAM INSTALL CONCRETE MAILBOX PAD APPROVED: C. GRAHAM tt, SEE DETAIL 5 SHEET C9.0 7 o \ 'A' -I 25 SEWER LINE _ J L _ L — — — — — J SEWER LIN PREPARED FOR: 9 SEE SHEET C5.0 SEE SHEET C5.1 "'(9. F1 1 1 LLCo 1511 Lu ' R PO BOX 593 u r — r - - — ,r / EAGLE, ID 83616 zL - - - - - - - - - - < u 40p_ - - - - - - - - - W LLJ : ACHD SEEPAGE BED #2 14 2 5 o 3 \ o I I oL - - - - - - - - - - 4 12 I I I I i - - - - - - - - - - BL 6N M 0 > Z 13 d ce p CONNECT TO EXISTING CONE EXISTING 4" PRESSURE IRRIGATION — — — — — — — — — — ° I SANITARY SEWER MANHOLE (n z w _ CONNECT TO EXISTING LLr_ orf 12 8" WATER MAINLd zZ)W. FANTHORPE DR wWS <8"SS x Zw CONNECT TO EXSTING W oN SANITARY SEWER MANHOLE o W IOW I - - - - - O 1 z R LINE 'C' co 8 SEE SHEET C5.1 O c 10 I 9 1 7 ACHD SEEPAGE BED #3 Q S a X 5 + �' x w co00 I BLOCK3 W Y ' 12 to 8 - - - - - - - - - - - o o �� Ld I IR IR R BLOCK 4 d': Z cn C.O. 4 4„PI 4' pi kA 00 o CONNECT TO EXISTING CSW PROJECT NO. 26003 4" PRESSURE IRRIGATION MAIN DRAWING DATE 05/05/202600 00 — I WINDROW SUBDIVISION NO. 1 CONNECT TO EXISTING 0c� ce i 8" WATER MAIN W o C200 a o Q S\ONAL F EN m J O > 5-5 26 U Q ABBREVIATIONS N oF`oP��P� CL CENTERLINE /ENE M.GAP U EX EXISTING GROUND FFE FINISHED FLOOR ELEVATION U FG FINISHED GRADE J FL FLOW LINE '^ GRVL EDGE OF GRAVEL u� Y HP HIGH POINT o' INV INVERT 0 25 50 100 150 ME MATCH EXISTING J RIM RIM ELEVATION ;_ I \ \ \ \\ \ \ \\ \ \ \\ \ \ D oTRC TOP BACK OF ROLLED CURB SCALE: 1 50' o N TVC TOP BACK OF VERTICAL CURB 'o a, TOA TOP OF ASPHALT C (y) TOC TOP OF CONCRETE In C) o U LL_ Ln 00.& C 00 o xoo o o mwcf) II III \\ \ \ \\ \ \ \\ \\ \\ \ \\ B.o.\\ \ I a o U' o GRADING NOTES co u �. fu w II \ 095 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR TO STARTING °' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WORK. \ \ Lp\ \ \ 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE PROJECT cf)N I I \\ \ \ �_ \\ o \ s. \ \ \ \ \ \ N� GEOTECHNICAL REPORT. I \ \ \\ \ \ \\ \ \ \\ \\ \\ 3 NO ISPWC SECTION 202 WITH CLASS B COMPACTION AND FOLLOW THE w RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. s ®®I I \ \ \ \ \ �\ \ \ \ \ 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY BOUNDARY. NO Lu ® I I ®® \ \ — DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. a 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE EXCAVATED TO z .92, \ \ \ \ \ \ \ \ \\ \\ \ SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED.LLJ o z III W. ROUTEBURN DRIVE 1 ��°?� \ \` _^ \ �'\ \ \ \\ \\ \\ \ \ \\ \\ �\ 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH THE o S '� �� \ \ GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL o III 3 WINDROW SUBDIVISION NO. 2 \ 2700\ \ oo \ \ \ \ \ \ \ \ \ z I 3 \ \ \ \ ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. g T �� �° .�° .�° \ ,�° '- o •�o ,, � FG \ \ \ \ \ \ \ \ \ � I ?6, ° O'S y'\ �o S p �, \ \ \ 2 \ \ 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL USED FOR SITE z T 9 'A,• oco• 01. o�`l' 00'` �O� O \z0 \ 2713.03' \ \ \ \ \ \ \ \ \ 10 GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL FG HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND O Q z I ? ? ? o \ o \ \ \ DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. a w I \ 2694.41' O°' 6�9 .c� 69 .c� G9 °' 60 `1' \ \ \ �`a \ FG r'� \ �'� \ \ \ \ \ \ \ \ \ � I g I I\ `L I Sri ro• �\ i , a� > >S \ \ \ \ \ \ \ u U FG '��' Ste• ems• 0°' ?�O \ \ Oo o °cs o \ \ \ ?� \ \ 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPED I y i i 20\ \ 0 cy O \ o \ \ \ \ r� \cf) I I I I ?�, �C� \ rn a N u` FG \ BLOCK 5 O \ \ \ \ °. \ \ \ \\ \ \ \ MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PER o 0 I I > 9 �o o� BLOCK 3 \: / \ S \ \ \ \ \ \ \ \ \ \ \ INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED LOCATION. c° �,,� � N I 0°' 2694.16' �6 \ \\ FG \ FG \ \\ \ \ \ \\ \\ \ \ \ \ \ w 2698.77' \ \ \ \ \ \ \ 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION < 22 ` 2 24 \ 25 i0 c'6 \ w 2698.25' �2713.20' \ \ \ \ O \ Q � I I I I I FG \ 9� o, \ \ \ \ \ \ \ OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY z w0 I I II10, oh \ ' N� \ FG\ \ \ \ \ \ \\ \ \ \ \ GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY w z I I I ?6 I FG , 19 ?s 21c\,(O ? 2699 \ \ \ \ \ \ \\ \ \\ \\ \ \\ \\ \\ THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. o �o s98 ° \ ® \ \ \ \ \ \ \ \ \ \ ?, F co •6, \ \ \ \ \ \ \ \ \ \ \ 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL p ® \ &0 AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. z �60 a �C� , 60,��� Oo��`�O co \ 0�,5 FG \\ 22 2698.42' \ \ FG \\ \\ \ \\ \ \\\\ `l, `t `L -`t •< / FG \ \ \ \ \ 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND o I I ��`< ,�� 2698.06 \ \ 2712.85 \ \ \ 2j12 \ \ \ ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF 18 ?6, ��°°' F W. KESUGI ST ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. DESIGNED: C. GRAHAM \ \ / tit \ \ \ \ \ \ \ 'SS, �. A F O DRAWN: L. HAASE o ?' 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND cw w I `10 \ \ \ \ °S \ \ \ \ \ PROPERLY DISPOSED OF OFF SITE. CHECKED: C. GRAHAM w I 9j 23 \ FG \ \ \ \ ?�, \ APPROVED: C. GRAHAM I 5 ?s ?s ?s ?s ? c ' \ FG \ \ O 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY CMT ENGINEERING LABORATORIES .cc ,9R �c O I �29s c, 1 7 ?9 O .s 2698 42' 2712 50' \ \\ \\ \\ \ \ DATED SEPTEMBER 12, 2019, CMT PROJECT NO. 13175. z � G F G 8• st• 1• 6' � i , °� '0,�. �,A c \ \ \ \ \ \\ 16. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE °° ' ?- 1 1 ACHD SEEPAGE BED #1 \. \ \ \ \ PREPARED FOR: ------- ?) RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO p I I I I I \ , g \ \ �► FG ?) 10 \\ \\ \ VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE F 1 1 1 LLC I w I I �s 1 1 10 9 \ \ 24 ?j0 OS \FG \ \ COMPACTION TESTS. PO BOX 593 LLJ ?s F° 16 9�\ ?s �c�° moo`' �`° \ 0) �, ��,� \\ , \ FG \\ ° 2712 14' \\ EAGLE ID 83616 Q I 9. °°ti S, Q I \ N \ \ S J. 2698.06 00 2697.33' \ 7 \ \ F�9 FG III I BLOCK 3 W �'� �°c I °° ,`'� �� \ \ . �, 5 \ / I III I ° 15 I ' ' ti6°� ti6°� ti°°� At- ti6°� ��� \\ , \ Y III �p s95 F A?s9� , _ \ °°` �° \ 9/' FG 1'3 \ \ R R Z III �S. .� �' SR.; ;! ?s ?s ?s ? °°D °°�' \ \ \ � /'cl O O ,g ,c� ,q ,c. 9 T 69 T ti `L 2697.69' I O II III ti° m 'so ?? o Aso �.r \ \ / Q III �s9� i s• s• �. �. �s9 \\ \� '� cf) III0 A III ? G 14 �? I ACHD SEEPAGE BED #2 BLOCK 11 50.00' V I I ec III s9 `� s99s? �o p o. o III °� So,. � o 'OS, 1 1 3 4 12 I S \\ \\ 2697.33' \\ \ I I z I / ti s O I I / ti ° ° 69 I \ \ \ \ \i\i Z I J / L i X 6 ,� \ y,�\/\\/\/ / /\/\\/\\/�\i� I III \ \ \ /%/i,\�i/i /i/i �/�/ Z c/) I I ° ^� �� � / a w I I I III T�s9R F�' 13 c s ��h r� `v 2 \ \ \,\\/�\\/\ \\/�\��\ � \i�\\�\\ O O Q z I � 9 G \ \ \ \ /i, II10, I s9, 6�� ��' ti6°. ti6° �v FG , ° i/ s`-� V 7A Q II I ti 2691 cy6 0 �0 h 9G Sv. \\ \ \\\ GRADE 8" BELLY AT J LiI O'S o `1' c R, \ \ MIDPOINT OF LOT 12 ns \ \ LL ED W. FANTHORPE DR � e. \ a \ m z I I�I 1s9� �o ?s9� '"o ?s9? �o ?s9� �o 6°`�' ' , •-- O `\ \ \ \ TYPICAL LOT GRADING DETAIL 1 = w ti ' ' ?6, \ SCALE: NOT TO SCALE C3.0 W (/� O Q z = I I w III g °j O' 9• r i `9' st• \ Ld� O G .04. 11 cv 10 9 �' # 1 1 I/ \ c �2 ACHD SEEPAGE BED 3 N O \ a Q II \ \ 49, 9 � \ J I I I \ X X �G 5 ?s9 • LLI > BLOCK 3 26g2 �00'S�� c �9,•< 0 12 9� 1 // g 8 \ C,4 \ \ Z 0 \ \ \ o _ _ 3 Aft � BLOCK 4 2g Z' g I O o5b Cy ° ti6° ti°° 6°� III �2s9A � o � • F / XG , XG I I i + + + �+ �+ ti + I °` °` °`Cb I I 6 I I I — — `P ti6 ti6 W N ti6-� ►ii I c° WINDROW SUBDIVISION NO. I CSW PROJECT NO. 26003 DRAWING DATE 5/5/2026 0 I I / ce a NAL F m ENS O a_ 0 16970 a 5-5-26 CL O0� F F- F- N^/E M.GAP U) u 0 20 40 80 120 V, I III \ \ \\ \ g.c u M DI \ \ \ \ \ \ \ \ \ \ \\ \ \\ SCALE: 1" = 40' w I \ � - \ I ® L V� U \ \ \ \ \\ \\\ \\ \ �� p ,rn0 Ii oOocro 10 01`° z x @ O w � O u o ROUTEBURN DRIVE \ \ \ \ m \ C z ► III WINDROW SUBDIVISION NO. 2 \ --\ \ \ \ \ \ \ \\ \ \ \ STRUCTURE TABLE ro w I III \\ \ \ \ \ `\ \ \\ \ \ L. \ \ STRUCTURE NAME: DETAILS: °' I_ I III \ \ \ \ \ \ CB #1 A \ 12" INV OUT=2695.22(SW) 1 F, I � - - - - \ \ \ \ \ \ \ \ _ \ RIM 2697.25 " w �� ��I \ \ \ \ \ \ \ CB 1B 12" INV OUT=2694.75(SE) \ \ \ \ wN I \ � \ \ RIM=2690.72 O20 \ BLOCK 3 D\ pp CB #2A 12" INV OUT=2688 .20(E) z �p �o os RIM=2690.72 "" CB #2B 12" INV IN=2687.97(W) oQ\ \ \ \\ \ \ \\ 12" INV OUT=2687.97(E) c� z I I III \ 22 2 24 25 p \ w I �9S 1 \ o,� \\ \\ \ \\ \\ \\ \\ \ \ \\ \\\ CB #3A RIM=2693.14 I \ \ 12" INV OUT=2690.64(SW) a_ Ov I I I 19 21 l�O co h 26g9 \'• \ \ \ \\ \\ \\ \ \\ \ CB #313 RIM=2693.18 g I I N �Oc� #��O \ CB 1A \ \ \ \ \ 12 INV OUT=2690.68(W) a_ I N N CB #1 B \ \ ® 025 0.78 CFS \\ \ \\ \ \ \ \ \\ \ \ RIM=2693.14ui I I �\® 0100=1.09 CFS \ \\ \ \ \\ \\ \\ \ \ \ CB #3C 12" INV IN=2690.44(E) z Q Q100=0.16 CFS z I I /S \ 22\ \\ \\ \ \ \ \ \ 12" INV OUT=2690.44(W) a [if I III ° 11 \ \ \ \ \ \ \ \\ RIM=2698.05 c z I \ \ \ \ \ \ 12" INV IN=2694.35(NE) U N I I 18 a \ \ \ \\ \ \ \ \ SG TRAP #1-1 12" INV IN=2694.35(NW) w Mo I �-- W. KESUGI ST " \ \ z I 69 (� - _ - - �- ±45 LF 12 PVC 0 1.93% \ \ \ \ \ 18 INV OUT=2693.50(SE) N I N I O / ~ • \ \�\ \ \ \ \�� \ \\ \\ \\ RIM=2691.32 Qs d \ ° SG TRAP #1-1 \ \\ ps \ \ \ SG TRAP #2-1 12" INV IN=2687.35(W) Z w \ \ \ \ \ \ 18" INV OUT=2686.50(N) w s t18 LF 12" PVC 0 2.19% \" 23 \ IN \ \ \ I o I I I I .� \ \ \ 12" INV IN=2688.35(E) 17 I 1 \ \ SG TRAP #3-1 0 12" INV IN=2688.35(NE) z LL. I I I BLOCK 3 \ f62 LF 18" PVC ® 0.00% i \ \ \ \ 18" INV OUT=2687.50(W) w 11 o I I W I \ I I \ : I I \ ACHD SEEPAGE BED #1 \ ?, 12'Wx54'Lx6'D \ \ \_ DESIGNED: C. GRAHAM p If*� I I �' ,� 1 1 10 \ 100-YR VOL=1.677 CF \ \ ' ` 24 g \ ?) �S \\ 0 SEE DETAIL 1 SHEET C9.1 DRAWN: L. HAASELi I � \ \ \ p0 cn I I I 16/ W c,6 i r'6� \ s \ \ CHECKED: C. GRAHAM i/ \ I // 9�, Q 40 \ s \\ • J. r'� APPROVED: C. GRAHAM 0 LLI\/ o/ 61 I �� \ \ \ \ o I� I III // \ \\ i�r / KEYNOTES PREPARED FOR: u c�, \ � I� III 15 w a \ \ 9`" \ 1 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. F1 1 1 LLC I III I A , \ \\ \ �� \ / 0 PO BOX 593 �1 EAGLE, ID 83616 z I I III \ \ \ � \ Q III I iI I BLOCK 11 I \\ \\ I� \\ \\ J Iil IIi ±12 LF 12 PVC 0 .17% v- r/ ` \ \ � \\ \ J I Im Q II ACHD SEEPAGE BED #2 1 \ \ \ / 4 \ Y I I O I I �c, 14 CB #2A i', 100-YR V OL=5.822 CF I I \ \" 0 .0. / \\ \ I oc I 025=2.06 CFS Q,, Z �p I I I I Q100=2.87 CFS �'i SEE DETAIL 1 SHEET C9.1 3 \ \ �7 0 0 \ \ O W III , 4 12 �� Lo co \ \ z II M • 0 / Q N I 6 ±23 LF 12" PVC 0 1.00% I SG TRAP #2-1 v I I I I I 13 (1500 GALLON) `�LL \ \ CB #213 ce C5 0 I I I III I Q25 1.06 CFS Q100=1.48 CFS / CB #3A \ \ \ \ \\ 2691 Q25=0.46 CFS \ In Z Q100=0.65 CFS /� \ \ Z z w 12 a O \ 1, ±45 LF 12" PVC 0 5.13% - f83 LF 18" PVC ® 0.00%� ® ® ° B > W. FANTHORPE DR I r W Ln f24 LF 12" PVC ® 1.00% O Lu u I7 LL m � a 1 II II O / 6 w z > / ACHD SEEPAGE BED #3 0 • ° �� I W (n � I I I I / 100-YR VOLW3,60 CF / SG TRAP #3-1 \ \ > SEE DETAIL 1 SHEET C9.1 " I CB #3g BLOCK 4 \ \ O I I 1 1 10 , �9 7 ±22 LF� PVC 0 9.64% Q25=0.78 CFS / \ O = LQ100=1.09 CFS 2693 CB #3C Q ( x x 5 Q25=0.44 CFS Q100=0.62 CFS O Y 8 I BLOCK 3 \ O 12 11 / 9 \ \ \ 2693 _ ) \ O w I R _ - _ vi 2695 26g6 2g9� / (.0 \ Z C.0. I 4 \ I � LLI N I I IC.I1I - _ _ 04 CSW PROJECT NO. 26003 II �cl DRAWING DATE 5/5/2026 WINDROW SUBDIVISION NO. 1 / I/ ouj IIII 1 1 / I C3 . 1 a o a �S\orAL F KEYNOTES Q�o�`��\GENSFO 0 > 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 0 < PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 6970 a 5-5-26 v Q 20 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD CO� SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". 0 20 40 80 120 'S'iNNE M\G�p`�Q' U N O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED HORIZONTAL SCALE: 1" = 40' U "TRAFFIC YELLOW". VERTICAL SCALE: 1" = 5' f n Y ® INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. !' 0 O5 INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. © 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. u N �IJ I rn 00 r1��117�1 � LL_ N !�I Yi 00 M� C M SITE KEY O° i° °' x �to o � O 1"=250' ° p - 3 rn ��' m Lu .. (n Off' O — U 00 a O w ° (a o_ ra 4 L. Li R=20.00' ° °1 ° a 2 c//) � ° %w Qrf w iCO e N C9 CP _ 10 rn Lu N J J CO 0 0) Q CIV / G�C 'sr) s 2697.78' z �ESv 2 °° ° 9 VG 00 BLOCK 5 p� 269��8 ° / 20 25 o- / 4 n O 2 S� Q 0 0 6 R=20.00 21 �� 24 a ° ° o z / 22 23 a Lu Z 7 OX 00 Z �Vi ry6r '�° h �o� '�G o� ® N w L_ W?' C., G }oo �� — — INTERSECTION DETAIL o Xry ^ 0 i o ti�O o�. N� � � o° 3 ff o°^ Xry 15 — — SCALE: 1 =20f Z hCIV coV o 00 p ^� /�. X p �. <Lpp^ L� ro o 'f U ® ® 5 12+ �� 14��M+00 A �' w O N \ \.> o 00 O�Y 13+00 Oo m — �� �x > 0 —• / s �� o DESIGNED: C. GRAHAM `o o� z O 2 �— R=sso.00 - - I—r m SELAW►CK WqY / p � � QQ . pj G om N S. s1 o _ O O� a 2~ � h�6 ?698 ?6, e o gEP DRAWN: L. HAASE Li CHECKED: C. GRAHAM W ,�� OOJ grOQ� G ?6, o x�0 �0- - - - - - �x>� - - - — OJ / M �,� ry�'� 9�jo `�� �' o o� O f APPROVED: C. GRAHAM O �• `LfO 6 ��89� ��, U / 0 25 6 a 7 .' / PREPARED FOR: hpJ . ACHD SEEPAGE BED #1 F1 1 1 LLC w / BLOCK 3 �'� PO BOX 593 / � BLOCK 11 6 , EAGLE, ID 83616 a 24 �J. 6 / c3 yJ• 8 9 Y SEE SHEET C4.1 Z O w J 2715 2715 V) V M J . p > ce O U � HIGH PT STA = 10+39.29 Z 0 HIGH PT ELEV = 2700.33 o PVI STA = 10+55.91 2710 LA Z L**) 0 z z 2710 PVI EL = 2700.43 Z K = 16.64D II � Q0 0 > LVC 50.00' O o' o O CA ZOa � rn0 Z�N 0 �0 i + 0+ 0 0 O dsO 0 0 m w N- _ o_o C14 �2705 N-- z w 2705 O C14 LQJCuII II II ao _ ON¢ WU w U w 00 + 00 00� WN uj W + 0 NZZ Z _ m m c0 V) 0) (0 + 1-0 H p N CO N � 0)U V) w L-00_ 0-aa ¢ II N II (0 w >D F- J Z) ¢ II J II Nr zQQ cn w NLLJ N w N w FINISHED GRADE < J m W 2700 0 z -2.5 0_ a cj m a o_ a >w< 2700 O N 0', CC = Oo'i _ _ -1.00% 0.50% -0.50% _ G U Ci 00 -2.00% — - - - - - - - - — II N - - - - - �co - - - - - - - - - - - - - Q o_ II 00 J 2695 m w +N E rn 2695 w^ to N O v , Ow U w clli m 12" STORM EXISTING GROUND w w Z U) DRAIN CROSSING m J > 2690 2690 U ' :s � (AM M , M t0 �n M O O Of ao 4m P : W h IO N (1 M1 In - li O1 M N M t0 O 00 O 1- O 0 0) 0 00 0 r� 0 CO 0 w 0 I, 0 I, n N 0, O 0, O 0, 0, 0, 0, 0, 0, 0, 0, 0, Of 0, W 0, 0 0, W V m n m n m m m m m m m m to 0 to m to 0 to m N N N N N N N N N N N N N N N N N N N N N � CSW PROJECT NO. 26003 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 C� DRAWING DATE 05/05/2026 o' C S. SELAWICK WAY PLAN AND PROFILE oC o STA. 10+00 TO 1 5+00 a C4mO a o Q �s\o L F KEYNOTES \GENSFO 0 20 40 80 120 Q�n o > 10 NOT USED THIS SHEET. 1� 1 00 16970 a O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD HORIZONTAL SCALE: 1" = 40' 5-5-26 v Q SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". VERTICAL SCALE: 1" = 5' C)5'Of Q� O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME /ENE M GAP U PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". U ® INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. N Y# oO5 INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. w — © 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. J E O N O7 DRIVE APPROACH TO BE 6" THICK AT DRIVE APPROACH. ' D SITE KEY c> 1"=250' (Jul Ln M 00 o co of X 0 It zo O a' mL cn m O " o aOf m E � w Z Li N " SEE LEFT SEE SHEET C4.2 cn N O w 3 w I H. o cn \ U - " BLOCK 3 24 u 10 M W o — — — — — — — — — \ V, \ o ACHD SEEPAGE BED #3 0 z w I 20 BLOCK 3 \. 1 0 NT 2 = \ 2 3 ? �x �s 4G 7 V, �° �� s9�30, �s� x'� O �S `� 6 6�� �x� ACHD SEEPAGE BED #2 �, �� 16 �.� x°c S g 22 23 24 25 `lo �C, �c EVC ti6 1 a O 3 x�2 ----- p 0 L 26 2 32 R I O N z r 8Q q 00 1 , �����1 0 \ o 22 "� tia ��w�� �c� �j> BLOCK 3 1 w 19 21 a o rn + 'n O U r7 cn 101111111 °X3 O �cP ® ? O 0 ? \\SO N �G co / 2691.31 TRC 8 o N Z 0 12 17 >> >0 269) 93) 2 kp0 �°S93 0 �°sy3 �°693 O '90, n c �O 15+23.48 w x x x x x 6) c� 1� 5 q 9 O q S G 15x cn ?69 30 269 SR 2S 3S 26, 09 �6'9 Bj .9•—N 6'• y ?' 5�' 13+00 o Q _ >� 3) >3 A )3 9S )3 96, 3 G 13 6 �iC �1• ,� I o m 14+00 U —4 7 Z 6 3 S x h I \ —> O I 21 6�� �^`' mLd z S. BIRCH CREEK AVE w mi 5 A 3 O 1 7 0 Zo 1 O �c r o0 3 12+00 _ o m �--- 11+00— OD 6 U y0 Nro o�`% x� O� ��1 �G ^ V. �'\ G a',\� G V c, v dj p O 9j °q � ? 2x8 O m R=i5� c� �°'k ra°�L 60� �`L 6°'� �jx0 ``�O cy O xr�°�'p` X rO dry 4i ^� � X� 9 - a s9 r W. KESUGI ST N V a c'� ►` ti P ti P ti ti � oti' N �� �• o �v' ory �,�. �,� N + o) P I o 'y ^ c0 o U �O �O o SOP fro x tV 0°' v 6 6°' o^ p N �G OR O r Qi' N O . � ti a Oi D� OJ w_ p• ?6+ ?6, ro r7 r '' U ^ ro ^ ro �0 w �6+0 9S ox �' + ��Nh U N N N 6c01 0 13 �`` M ~ a >> �� �� A9 �0 3� ^ NrO CV,O N o so 1 Off` `L x o x „^� o ?s O / o °' SS �cl �c �g`l'' 12 DESIGNED: C. GRAHAM �p M r7 > > 00 B N \ P 0 17 �� o + °' 3 `� '� ��J 20.00' COMMON 1 �+ N N D �, \ Il 1 DRAWN: L. HAASE 10 j I p // 2p 19 18 17 16 15 14 13 2 P DRIVE CHECKED: C. GRAHAM w 2 BLOCK 11 ACHD SEEPAGE BED #1 \ s9 �0 1 APPROVED: C. GRAHAM 8 \ ° I n. 0 a �' 11 10 9 \\ BLOCK 3 16 I \ I 2s OP O 0 11 PREPARED FOR: o I \ 'o `�� F 1 1 1 LLC a 1 w �' ACHD SEEPAGE BED #2 PO BOX 593 — n 7 \. z • � '% � IRR IRF', IRS IRS I R - ,�. • ��,0� EAGLE, ID 83616 Q BLOCK 3 m , 0°' _ ti m J 15 o cn 1 m> C) o SEE RIGHT 0 J ti LL 2710 2710 2705 2705 0 cf) V M DC >_ -------- -------------------- -------------------- ---------------------------------------------------------------------------------- ------------------- w LOW PT STA = 14+63.99 Z z o ^ LOW PT EL = 2690.95 V) 2705 o 00 2705 2700 C PVI STA = 14+70.27 2700 Z Q w ao moo amo 3 N PVI EL = 2690.77 Q ------ ------------------- w r� ; O O ------- -------------------- ------------------- + r + m+ � co K = 44.44 O � ONO 11 N0 Q `� LVC = 100.00' N ----- -------------------- -- -------- ------------------------------------------------------------- ------------------------------------------------ II N 3 - N w �� �cp t� w - M - ----------------- _ ~ wv~i ww --- 5 > FINISHED GRADE 00o ----------- 00----------- ------ -------------------- - _ r- cn w _cn m '*rn �rn ce 2700 M —5; 5; 5 55 > 2700 2695 1*N tnn N 2695 O 0 W + ki FINISHED GRADE a a a as act II II ---------- ------------------------------------------------------------------ -------------- ------------------ II _j---------- II _j---------- z co 0w 0w -------- -------------------- ----- II N - W ------------------- � � � 0.500 -1.259 ao � � -w _ _ w ----- -- cn w---------- ---------------------------------------------- ------- - ------ _ _ ►� ----- ----------------------- __ _ _ _ _—— — — 1.00%- u > U 2.00% _ — uj- ------ -----> >--------- 1.94% ----- �rn-- - - +M — — —— — d I-Op i M / z 2695 m M *� +^ 2695 2690 N N o CN r o 2690 ------- ---------- ----------------------- M N M O ---------- II J +c0 r 0) M N C(n �- ------ +(O ---- G = 1.25% _66- � � oN IIN Uw ----------------------MN N01 4� +t00 � ----- -- ------- ------------ ------ _ _ ---------------- II -a ----------a ------ --------------------- C3 voi ----------- + ------Ln N ------- o rn II II w +cO II w m w EXISTING GROUND +� �n N II a U -------- -------------------- ----- r71- ---------- —, — N -----------a -------------- w----------------- ------------------- ----------------------a------------- - -------- 1 2" STORM N--------- II _� II-- II II c�iw ---- m (n +(p A J r -- - - - - - ora ---------- �w-- DRAIN CROSSING pw 0- Po a Q ---------- c� Y 2690 cn rn N N 2690 2685 2685 +cp II -------------------- - w --------- O N II M II 1 a EXISTING GROUND w �w ---- ------------- ---- c� --------------------------- ----- - a Z V) W > 2685 2685 2680 2680 O Of M t0 M 00 O OD n N Of M O I� 00 00 M I� d n n n O q N Lq n X? n n (0 N a OR N Lq O O� N N t0 I*� O O! n q q O Lu N 17 It N In M t0 * n t0 n M N N N N OV .w N rn CDrn 01 rn rn m m m m W W W W rn 0) IS 0) rn 0) rn rn rn rn rn rn rn rn rn rn \/, t0 0t0 0 (O 000 0 (O (0 (0 (0 (0 t0 t0 t0 0 0t0 0t0 t0 t0 t0 t0 (O (O (O (O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CSW PROJECT NO. 26003 0 DRAWING DATE 05/05/2026 13+00 12+50 12+00 11+50 11+00 10+50 10+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 W. KESUGI STREET PLAN AND PROFILE S. BIRCH CREEK AVENUE PLAN AND PROFILE CC 0 STA. 10+00 TO 1 3+2 5 STA. 12+00 TO 16+00 W C4m a o Q �S\oNAL F m KEYNOTES o``��,\GENSFO /ti�� J 0 20 40 80 120 Q�n _ O > 10ft� SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 10.73' 1 0 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. a ° 3 16970 a ° 5 HORIZONTAL SCALE: 1" = 40' 5-5-26 cd j Q 2O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD -�69 ��' VERTICAL SCALE: 1" = 5' n ��'9T 0 } SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". c �9 ° p� �'Aj FOF�O ENE M.GAP U — 0 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME ° `Lp ° a PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED c> "TRAFFIC YELLOW". J — pp��h W. FANTHORPE DR 'n V) ® INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. �,_ — LIVE Y Ci N i 0 O5 INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. dd d Q N 06, �G J 6 9 © 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. pp�o �c N N / •d IL As, SITE KEY O7 SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. / 2 ° ° D s *o co ° 0 1"=250' / // O ° h f un w / O 5 C) ry) C M ILI Y� rn o a1 00 ^ 00 O 4 °d l0 0-1cD z R=20.00' ° ° X o ��, R=20.00 O 2 9 2 m L �� ° m E ° W I �Gfu > fu O U M cn r^ SEE SHEET C4.1 d° N J / Q \ " 1�— d d W \ ',/ ACHD SEEPAGE BED #2 \ N 0 14 I / '/ BLOCK 1 1 \` / Lu Bvc 2 \ INTERSECTION DETAIL ------ ' ' 3 4 12 SCALE: 1 "=20' � + \ z w 14+70.27 M 2691.15 TVC 6 \\ o z 2690.94 TRC 5 4 14+70.27 ^ \\ \ z 0 13 �° 00 0 ° \\ SEE LEFT I 14+97.05 00 �y6 �.� co �0°' �6 ^� �`a �` g 0 o �9x \ \ Q OUw= �- 2691.10 TRC NQQry �QX o���x^�Q 3 N �G G G �� ?69,R�oS \ I 0 Of of \ w e a° �' M n Q Q 26' x$ w 5�00 6 — 16+00 0 16 000 �` , 12 o co 60��1x� 6oh0 xbti 60�1xo1 9s,�o� 6 9s�,sss ��' \\ O I u O 7 — R=300.00' 'o Qj N ti �. 1 w o Cf) a O N m� ��+0p 5 , e �c p 1 \ BLOCK 11 6 BLOCK 4 o N x y 1 1 G 6 18+00 O 10 Q h boo. cq �Sx o� ' R=300.00' �— —~ O 2 W. FANTHORPE DRIVE f� c, w w0 to N 6 �6x 0 h �G 2 ro 4 �69 �. ��e, r,I e o N I ���tK'- x x co kG O ^ U `t6 ��o�Q ?69 �ls�'C' oo <,, `offer k`si �0 1 1 LL_ $ 1,�xyQ�y ho a I ,Aso s� rn N a� I 12 �6oyroQxyR 12 / o�y�x'y�� > Es I Lu 10 9 7 ACHD SEEPAGE BED #3 ti6 1 >L� I ® 2 '` tib I 5 5 (10+00 4 �-- o m 11+00 o S. SALTWOOD AVE DESIGNED: C. GRAHAM O > Q 2 5 �- N m DRAWN: L. HAASE BLOCK 3 0 12 11 10 9 8 3 0 co o � �s9 ?s CHECKED: C. GRAHAM APPROVED: C. GRAHAM z R R �6,� o x�9��0 o x8, x�x �C, R I O — — — — — — — — 4 Q 4 / o� 9 N of •`S� I 'sue "' BLOCK 4 �xos� U PREPARED FOR: o ° i 0lp F111 LLC cl- — — — — PO BOX 593 of - - - - - - - - EAGLE, ID83616 U 2710 2710 3 ACHD SEEPAGE BED #3 o J 0 6 Z ----- -------------------- -------------------- --------------------------------------------------------------------------------- -------------------- ------------------- -------------------------------------------------------- ----- o BLOCK 3 O LL Of -------- -------------------- ------------------- --------------------------------------------------------------------------------- ------------------- ------------------- ------------------------------------------------------------ o=----- O 2705 2705 I R � a p M --------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- --------------------------------------------------- `n - V J F) N ZZ 0 --------- LOW PT STA = 14+63.99 ---- ------------------------------------------------------------------- -------------------------------------°' to o x SEE LEFT z w LOW PT EL 2690.95 II N to w o r ------------------- ------------------------------------------- a If = m v z PVI STA = 14+70.27 1- w = PVI EL = 2690.77 > o N wa 2700 p L o 2700 2705 2705 zK 44.44 aawm z z � LiLvc 100.00 0 + po-- ------------------- ------------------- ----------------------------------------- --- = o OO ao F Fo(o N-- ------ oa 0 ` d00 -------- 00 ------------------------------------------------------------ _j-- ----- ----------- ------- ----- ------- --------- Ld w apo +0 ------------------------------------------------------------ aJ -------------------- - �w - - — 2695 w o 2695 + z co po2700 v w v r o m W O > > o w on m w � PVI �-- 0 X�� � + . ciw - PVI E 1.00%-- - -------------------_-- — N — — — — — — _ ——_ — — 00 IIw w ------------------------------ -------------------- 0 N------------ ------------------ a w_ _ Q ZI- J--- woHU --------- J z= II EXISTING GROUND w w — — GROUND - Wo 4 N - EXISTING -------------D rn > >--- -- o o aCe 2690 co -o + 0 2695 p-cD 00� r7 N (ON N 0.75%--n --------- ------N a,---------- ----------------- a0 a)a,------------------------------- II �w 00 * +co II w a F -------- ------I-0)---------- ----------------- + ------ Lo N------------------------------- V ---------- a w/ ce it CL li L.L. (3 -------- -N--------- -N------ II a 12" STORM nco J w EL DRAIN CROSSING 1 87% J -------- ------dli w---------- ----------------- a ---------- --------- ----- ------------------- -------------------------- oo to - --------- ------------------- -- -- Q Z Y 2685 a 2685 2690 0 cn ±c j 2690 � FINISHED GRADE II w O ----- m_j 12" STORMLu O ---- DRAIN CROSSING ------------------ ----- z ------ -------------- --- z 2680 2680 2685 2685 < U ^ M P P P P P P CO P OD M o Ol M CO Co 00 M OD Lo n N N o 1 1LL 1� O 0! rM N N o o! iA rM o Io Io o q n o OR OR ID Wf 1� N OR Of W OV OV OV OV OV W) M M M * * * N N N N (o M M M M M M .w N 9 9 9 O1 0) rn 0) 0) 0) 0) 0) 0) rn rn 0) rn 0) 0) 0) 0) c, 0) 0) 0) 0) 0) 0) 0) V, to (D (D (o (D (D (D (D (D (D (D (D to w 0 w 0 0 to to to to w w (o (o co co 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 � CSW PROJECT NO. 26003 DRAWING DATE 05/05/2026 0 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 10+00 10+50 11+00 11+50 W. FANTHORPE DRIVE PLAN AND PROFILE S. SALTWOOD AVENUE PLAN AND PROFILE CC 0 STA. 14+50 TO 20+00 STA. 10+00 TO 1 1 +50 LLI C402 a o Q �s\o L F m ~ NOTES KEYNOTES o``��,��ENSFO m J 0 20 40 80 120 � 0 > 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. g m O w cd ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1" = 40' 5-5-26 J a (2) POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. s p Q 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' 0 ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. OFOf � U 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD cf) DRAWING SW3. U 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR fl1 V) OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDING, CARPORTS, u# Y TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. O i JI,I �/ o N LL SITE KEY r D c> 1"=250' L1 N o �' O N � 00 �� X zo p mw ccf)i� O - (' o Ofa m E w fu fu z LLJ u � EX\SSMH w �- j Al • \ z X 21 22 23 24 25 W. \ r x Id„� d„b Id„� Id„b Id„b — — O I — 1 1 0 BLOCK 3 BLOCK 3 \ : F < \ N, BLOCK 5 0 13 14 15 16 w w w cn x 17 18 19 20 I > > > \ a w EXISTING SEWER w w w w w 2 N M N N N o vwi wi °M' 00 N N ^-CC)r \D7.4 2 z LIFT STATION 12 > o o O 00 w + II ao w + II w + p o, \\ _ O > > > > > W w w (6 W rn rn rn p U I o'o' o'0 o'o' wo afO- U U c� w + II 00 r� lO — r (%j� NO N� � N �� 0 � (n`n � 0 vwi7000 W(o- w(o- �cfl00 3N = cD Ld w— HN ui (n I M W) 00 OI- O I- I- � sF ^ � (D (oco WHO W� � �_ W� HN N II U II (n II 0 ~ EX. 20.00' SEWER cf �� N ,ri w+ (j 'n w+ (I co o-� N � OCNNr cnoi � °M° V) - Lo N- o � N¢ z > - < w > - < w > NQw > 1It W + II O 00 00 W + II (D Wt II ' O (0 OHO I �NJZ 't(nJZ It(nJZ 4(nJZ 3 0 3 = co 3� = co 3� = co 3N = co moo D.u) p, �n � oi° o Ld MAIN ESMT w�- � N w-1 w� � N w� � N w� � N w + II 00 w + II co w + p 00 SSMH A-4 N O N II Oil N¢ Z II N¢ Z II (n II c� II (n II c� II 3N2co 3N2co �N = co I 2 2 2 I ~ = Fa- W > ~ w z ~ W z � W W V l I I ~U N (n W� H (y z tu) 4(nJ — �(nJLLJ — �(nJz �(nJZ ¢ Z II N II Z II cn II Z II 2 2 `N U 1 U 2 Itv~i -i ? �U) -i ~ice ? BLOCKS $kp0 � 9 2 2 2 2 a \ 15 9T w o 8 N�oW. KESUGI ST —14+00—Cf) L ,r 2 N U 10+00 11+00 12+0 SSMH A-1° SSMH A-2 13+00 <8"SS SSMH A-3 0 o J`� <8 SS <8"SS 21 I 8 z EX SSMH o — -S. BIRCH CREEK AVE — -� �g8 a \� ,�, 3 2 8 W 8 W S° SSMH A-2 1 2 2 // / \° r���� SSMH A-1 �,`'� O 8 o d. yjr, w�i•b w(oa,o, c2rn0) Lo rn v ro 00 v'n ,n (o >04 Ld \ CD 2 \\\\\�\\\\\\�\\\\\\ \\\ \�\\\\\\�\\\\\\a\ 22 2 W + (j c�0 N + w + N ul N N N \\ + tp ♦ O M2N M_ = N co N� = N x'- F=- II / / w o O I Q it uIx r, o Y / W c9 > w II 0 > W II 0 > 3¢ zZ M \. BLOCK 3 I a + w F<- Z N N J Z w N J Z cn uj N J \� , DESIGNED: C. GRAHAM N W (n O BLOCK 11 v �/ \\ DRAWN: L. HAASE Ld � BLOCK 3 BLOCK 11 :D 7 2 11 N 23 N U //, SSMH B-2 \ CHECKED: C. GRAHAM 2 C (na3 / \ Cl 2 co On 00 '/ 7 \ , APPROVED: C. GRAHAM 2 10 9 80 00 \ � _ I^cl� I PREPARED FOR: 0 vi z ' 1 \ F1 11 LLC 3 t o `�cl- 24 4''PI 4"PI PO BOX 593 EAGLE, ID 83616 z Q J �w J .. o, 2705 -b s � 2705 --- ----------------------------------- 04 ----- O I� a0 r7 00 00 ^ 9 nn 00 �cfl1NN II ------------ _ 3 ----------- 00_ 00 W N a0 co II II ~ LLJ x (o z z /� ~ x W ...Ni ACV N N �N I� Z Z p [ ) / Lu w .. O v N --------- ---------------------- + 0) — — O ¢ 'co' > > > rr cn .� w z - w . (o II II rn — — I ------------------------------------------------- ----> I ^ 3 O � M iri ¢ co = II Z Z Z D O LL v 2700 0 -"00e 'n ( (00o =II p z z_ z W N aD aD aD 2700 L� o-0 ONO ------ --- -t(OONN 00 N ��� N 00,0 00 N NNO_00 � 00 O cV N II = N� N II O _ .-------- ------------------------------------------- _ 0�/ - � LL 6 00 00 ------------------------------------------------------ Co 0oo 0_ O co (i Q t rn Z O Q N ? O --------- ------------ -------------------- ----- � ♦2 N N N c0 _ co Li w oo (o IZI IZI = II Nz z = II (j z z ------------------- --------------------------------------------- ---------- 0 1 CD � 2695 � ,, p z z z FINISHED GRADE N(n x 00 `00 0 x 00 ao 2695 V (%� Z - - w X� �- : _ ------- ------------------------------------------------------ ------------ - ------ ----- w(n x 00 00 00 _ _ — Z — — — — _w - - - - - - - - — 4" PRESSURE CC Q — — — — — — — _ _ - - - - IRRIGATION CROSSING 8" WATER MAIN EXISTING GROUND LLI 2690 CROSSING 2690 Q > z I f -- ------ ---------- - ------ -------------------- 12" STORM DRAIN 4" PRESSURE L_194' S=1.30% D-8 O c Z fLu CROSSING - IRRIGATION CROSSING ------ - ----- - ----------- - O ce v 2685 , 5-1.05% D_8 D=8�S=0.42% 2685 a Q ------------------------------ L_238 _ " J I - L=21' Z NS=1.05% --- ------------------- --------------------- -- D=8" --- --- -------------- -- W ------------------- ------------------------------------------------------------- - ------------------- -------------------- -------------------- ------------------------------------------------------------- - ----------------- ----- w CONNECT TO EXISTING SANITARY SEWERMANHOLE ----------------------------------- ------------------ - ------------------- ------------------- ------------------------------------------------------------ ------------------- ----- J ----- EX. 8" INV OUT=2 68 2.30' (FIELD ------------------------- ------------------ - ------------------- ------------------- ------------------------------------------------------------ ------------------- -- U --------_ VERIFY PRIOR TO CONSTRUCTION) ----------- --------------- - ----------- co W N O ------------------ (N 2675 2675 t CSW PROJECT NO. 26003 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 r DRAWING DATE 05/05/2026 SEWER LINE W PLAN AND PROFILE CC � STA. 10+00 TO 1 5+50 W C500 a m J 0 20 40 80 120 ~ NOTES KEYNOTES �GENS�c 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' 5-5-26 J a \ 2O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cP p Q \ 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' n �9T P� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O'Q/NEEOF�G�p�P � U 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD N DRAWING SW3. U \ 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR Y� U) OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDING, CARPORTS, Y� Y TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. o J i L -` wl (n I � o U >_ N u N c L U 00 O N O M Q1 � I� co SITE KEY X o C' p 1"=250' O ~. 3 m mw � .. can O " 00 d m w z \ L rn Li u 4 PI \ Q � �L P� 4"PI —T 10 Ld / I I I \ BLOCK 11 Q� / I TI \ 5 6 W 4'>P/ I BLOCK 5 I \ SSMH B-1 0. / °o 20 4"PI 4 \\ cn 4'i'P 1 25 OO� w w A U z / U � \ U Lli z v 21 22 23 24 �` ; N c°°o ,n w'n \' \ O / PY 0_NML_00N0) Oo ��, U) ¢o / 'v �• Lu r cn rN�*+7l , w o = ccoo w�o M co \\ M W � ZZ�m , �¢ zN v i II c� c1 \\ \ � v U w N G � 1�70 ` - HWZ s HWz w O // J 0) _C ty to > j tr; IN= N N 2 / �cn J — �cn J z z W C� / s QZ /(/ Q;/\ 0� WO �� W^ � <��w to (A0) \ 1 \ \ O N z v- (u 3W/� v (n to �- 11 -� - N cD tr L ° 2 W �2 �i + // O0 w000) MOO) N= NN N � �n ° a I O /��N w + 11 c, W + � 0) 4LDIW O� NU!cDrn ` , 7 p \ U r7 8 S 2 a Q2 // n� x (D 3 Sco N � ?� \ \ w o S V. 4/ F"' N W I— N � (P�J C) � n a \ 0 c0 U) �,'2 �aw> NQz > pw(Dr^ 2 \ 8"S� 8W 8nW i0. cv w — W. FANTHORPE DR >>0• 2 `t N J z N -j z _ 10+00 11+00- -12+00 SSMH D-1 w / SSMH A-4 2 0 a <8"SS <8"SS < A z � EX SSMH 9f00�$ S D. 2 2 �o EX SSMH 4 ° FL K '' Ld A W�C D o p� 6= WA _ D z r \ 8yss, Y 12"W 12"W 12+00- <8"Ss SSMH B-1 6 2 2 w - Q� 10 00 w°°i,o w r-in o w O- >co I o " 11+00 I N U"n - - U�nNrn o_NR5rn z 2 � � QQ. <8 SS , ' � �4,f� 1 >ON � >MN � 000 NN II N w 9� SSMH B-2 cn 9 No = N N+ = N N+ cII ccoo w n � > I O 5 _ cn W II II II 3 z z R'�/ 1 o - - - - - - - - - - - - - - - - - - - 00Q < zz maw ? �azZ NNJ DESIGNED: C. GRAHAM O / o BLOCK 3 GNI N J cwi)N J cwi)N J DRAWN: L. HAASE O� 25 co p 12 _ �\ O �ti �� \ CHECKED: C. GRAHAM bi BLOCK 3 D v a 7 �\ 2 Q BLOCK 4 I`� APPROVED: C. GRAHAM k z /OJ SSMH A-3 BLOCK 1 1 4 vi g 11 10 9 24 2 �� b RiOi 6 C) PREPARED FOR: —4"PI0 4„PI F1I I LLC z / �JG — — 4„PI 4' 11 cn - - - - - - - - � - - PO BOX593 cn 00 EAGLE, ID 83616 z 23 a U J J 3 ^2710 ^ 2710 2705 � Z 2705 O .. o .... x rn ao ao �II II z czo 3~z 00 Lu co �Q 00x II _ w ao N ~ Z ONN N wcoN ^ �00 N z En ) z co ZO= v Q LJL N �� 00 NN N co —Go � v � q II O NN0 zz O 2705 C142705 2700 2700 Oo $ 00 00 o N Q N+ 00 CX) N a 00 NjjOO N 1 ( N 0) N S O N XII z z O I- N N � Z FINISHED GRADE Q oCD II II N `) � z Z OLA LA �Oi: zz + � O ,�jN 2 + rn wn000 00 lu) z 0O m� I + 0 N Q N Z W N j j j p m N con orf Z z zO mo a w O n '00'00 ao Q2700 °D 2700 2695 2695 w 0 0 D cn — - - V zI �no --------------------------- -------------------------------------------- - z II f ------------------------------------------------------------------------------------------ - -------- - - _ _ - - - - - - - - z — — — — EXISTING GROUND � � 2695 2695 2690 I I CROSSING 8" WATER MAIN 2690 Q = ; U D 8 WATER MAIN W kA- CROSSING 12" STORM DRAIN EXISTING GROUND " - \ O m ------------------------- - --------- -------- z CROSSING 1 C 98% --- -1 ------- -------- O w — II , s— 1 I �_222 - Ln „ 41 _ _ 2690 I I = � _ " _ _ „ L=138' S=0.62% D=8 1 f L 125 S 0.42% D=g L=127 S-0.42% D-8 2690 2685 2685 a 0 J E � -J -------------------- Q z J Lu--------- -- -------------------------------------------------------------------------------------------- Y --------- ---- -------------------------------------------------------------------------------------------------- --------- 1 O CONNECT TO EXISTING SANITARY O 3: SEWER MANHOLE - W -------- --------- CONNECT TO EXISTING SANITARY 2685 SEWER MANHOLE 2685 2680 EX. 8" INV OUT=2684.12' (FIELD 2680 () z U) EX. 8" INV IN=2688.91' (FIELD _VERIFY PRIOR TO CONSTRUCTION J VERIFY PRIOR TO CONSTRUCTION) -------------------------------------- - W --------------------------------------------------------------------------------------------------- ---------C14 ----------------------------------------- oN 2680 2680 2675 2675 CSW PROJECT NO. 26003 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 10+00 10+50 11+00 11+50 12+00 12+50 DRAWING DATE 05/05/2026 SEWER LINE W PLAN AND PROFILE SEWER LINE 'C' PLAN AND PROFILE U STA. 8+50 TO 1 3+00 STA. 10+00 TO 12+50 a C 5 ■ a o Q S\ONAL F EN m J O > cd 16970 a 5-5 26 N OF Of ENE M.GFZ u U J J V) o m g,c 4,.p1 0 20 40 80 120 G.0 w a"w _W E ~ - I - _ 'SCALE: 1" = 40 > p , o J a"PI a"PI U v 6 W — S o O Q) r" 8� A a N I� li 1 z" l z"w 1 z"w 1 B.,W — I I ° o s s, o cy) O I I I Sco X o N II 12"W 12"w WATER NOTES m L N — — — — — — — — — — _ ♦ �� O U) v o0 � 1 � \ 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE MERIDIAN a O w II W. ROUTEBURN DRIVE N I arm SUPPLEMENTAL SPECIFICATION SECTION 400. m fu z - 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. U O 2 \ 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. a , cf) N WINDROW SUBDIVISION NO. 2 \ g ' 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS COVER OVER N a 20\ ° WATER MAIN SHALL BE 4 FEET. q..pl 4 PI q pl q.. 4"PI \ \ X i \ \\ 5. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR OVER A SEWER OR w m I \ WATER MAIN. THIS INCLUDES BUILDING, CARPORTS, TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. O \ ° � Q �� w w 20 \\ w=\ 4 \ 6. EXTEND WATER SERVICE PIGTAILS BEYOND COMMON DRIVES ON LOTS 9-10 AND 18-20 BLOCK 3. < _ BLOCK 3 \ : U) �.� R n V) m w I \ 21 0 z w 22 23 24 25 oU 11 I_ \\� 11 12" TEE (FLGxFLG) KEYNOTES Z V) r \\ . (2) 12" GATE VALVE (NW+SE) g m I 19 21 \ 12"x8" REDUCER (SW) O REMOVE 8" GATE VALVE AND BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. a- 4 4 MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. Of N W 11 10 ±8LF 12" PVC O z O REMOVE 12" GATE VALVE AND BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 12" WATER w 7 6 ,, \ MAIN. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. C) 4 8 11 11 11 JG� 5 22 q u 0 I BLOCK 3 11 P \ 12 °F Lu � I 3 �e �F� O3 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN o 0 � Z ��g L$`�5 SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. N z J W 18 f 158LF 8" PVC /~ ` �� ``' L `� A -W. KESUGI ST - - - S r r'�� ® INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN Q _ <8"SS ° W, SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. z :2 'o, 4 O5 8x6 TEE (MJxFLG) z W 7 \ �' 23 �' 6" GATE VALVE (FLGxMJ) o S 10 610 11 s r� \ 6" WATER MAIN (LENGTH PER PLAN) p v 17 8 :56LF 8" PVC \\ J` 5A xA ♦ FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. z o A I _18LF 8" PVC !� i `\° �� t 13LF 6" PVC w 4 4 - \ �/y \ 5� 12x6 TEE (MJxFLG) O a 4 I 5 / \ .e i� t39LF 12 PVC � 6" GATE VALVE (FLGxMJ) N w A t13LF 6" PVC `� �� 1 1 6" WATER MAIN (LENGTH PER PLAN) DESIGNED: C. GRAHAM F 1 1 V) M 8 \\ �/\ 24 r \ FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. DRAWN: L. HAASE awl I "0 10 1 1 1 10 9 A V A 6 of © 11.25' ELBOW (MJxMJ). SIZE TO MATCH DIAMETER OF MAINLINE. CHECKED: C. GRAHAM R w 16 I 1 3 \\\•, S \ BLOCK 5 A' O APPROVED: C. GRAHAM w LLI \ 7 22.5' ELBOW (MJxMJ). SIZE TO MATCH DIAMETER OF MAINLINE. > O v m q"PI W 10/ 7 \\\ 9��T 1 1 ® 45' ELBOW (MJxMJ). SIZE TO MATCH DIAMETER OF MAINLINE. o N \\ �s3 '�� 4 25 PREPARED FOR: I � 09 8"x8" TEE (FLGxFLG) F 1 1 1 LLC w CL �; vvv. S vALA 6 / (2) 8" GATE VALVES (FLGxMJ) PO BOX 593 LLJ of 15 m pp ' q"PI TOE q"PI T E q"P TOE \` • 10 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1. EAGLE, ID 83616 4 \\ V o Q I N I�_ T `\° I j I 1 1 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. J w 11 BLOCK 1 1 TOE q"PI \\ �sRhe 11 / I I 12 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" J VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. SEE Y I Ivvv 100 I i I WATER NOTE #2 SHEET CO.1. z of 14 ' LO / I I O 0 I +. 12 / 2 � \• S .0. / I 13 SEPARATION DISTANCE FROM SEEPAGE BED TO WATER MAIN LESS THAN 25'. INSTALL w ro 3 4 12 \\\ °° IMPERMEABLE HDPE LINER ALONG SIDE WALL OF SEEPAGE BED. SEE DETAIL 1 SHEET C9.1. Lij cn o o ��° V M ■ t35LF 8" PVC 6 \� 0 N W I 5 t13LF 6" PVC f44LF 8" PVC Ir O 13 3 11 4 ' \ \ Z 8 6 11 t63LF 8" PVC `� 0 V)3 6 4 \\ \ Z z A I \ 1° 11 t24LF 8" PVC ` Z O i 4 11 I 7 12 t24LF 8" PVC 1 \ O O Z a - f66LF 8" PVC _ 9 11 11 7 �� \ \ u w (/� EL e • 12 4 ` 5 8"SS 8" S ` \ ° Z O Q LCu � � I 8 8"'ss � _ t207LF 8" PVC � \ ��. � m G 11 c�— - - - - W. FANTHORPE DR- - W w + 1 1 �' ' , e � <8"SS <8"SS s W �^^� Q s t18LF 8" PVC '� ' w N (/> > Q 6 J'� 10 I `' \ W 4 o o J z L0 . 11 11 1 : N -H �FL a � O 5 I� O cn w 8 4 I..L F_ W 11 10 9 7 12 4 I a Q p I X x 5 __ U a N t 13LF 6" PVC a cn BLOCK 3 � Q Z Of Y W N 4 CL 12 11 10 9 8 I O W I oo I O w I 00 0 Z ~ N 4"PI 4"PI 41I 4TPI 11 ('o IR IR W J j C.O. 4 Q BLOCK 4 c) 0 co O 1 I W N O N a..Pl 4"pl • A — — — _ — — 4'PI 4"PI a"PI T a'PI a'PI t CSW PROJECT NO. 26003 LPI ♦ DRAWING DATE 05/05/2026 LA -- I WINDROW SUBDIVISION NO. 1 @ :5.- 1 C6mO a o Q S\ONAL F mN o�� \GENSF� J O Q 0 16970 a N 5-5-26 } �O, F OF N^/E M.GFL U) u N U J J U) Y g•�. / 0 20 40 80 120 O � C.O• Li E N - - - W � N o o SCALE: 1" - 40' o J �0 4"PI — 0) a„w — s U � �'^ wo ,2 w II 12w I a"w — II o o Uil o� o M � O s X 0 �"t o II ,2 w ,2"w co — — \ �% Cow IRRIGATION NOTES ° L 3 °' — — < u00 — _ — — — — — — — — — I s O o ♦ — -cn 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC a m E W ROUTEBURN DRIVE I \ SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH THE PROJECT IS LOCATED, z rn 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED u w FORCES EXIST BY SUITABLE THRUST BLOCKING IN ACCORDANCE WITH ISPWC REQUIREMENTS. 3:: (9 1 6 8 WINDROW SUBDIVISION NO. 2cn 7 \ g 20 `� \ 3. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL BE SERVED BY SURFACE IRRIGATION w — — _ \ WATER WITH A BACKUP CONNECTION TO MERIDIAN DOMESTIC WATER SYSTEM (INSTALLED IN PHASE a_ w / 4 PI P1 4 PI PI -4"Pi \ \ 1). THE PRESSURE IRRIGATION SYSTEM INCLUDING THE PUMP STATION AND MAINLINES WILL BE w m I \ \ OWNED AND MAINTAINED BY THE WINDROW SUBDIVISION COMMUNITY ASSOCIATION. � N iR 7 t11LF 4" PVC \ " 4. COVER OVER PRESSURE IRRIGATION MAINLINES SHALL BE 2.5 FEET. O 20 3 3 3 3 Q w R I 3 f304LF 4" PVC m Z TJ 21 \ KEYNOTES CD \ 22 23 24 25 co \ \ M J \\O C) 10 3 t28LF 4" PVC REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXISTING PRESSURE IRRIGATION MAIN. N � F \ g 19 1 IBLOCK 3 \ O2 HOT TOP EXISTING PRESSURE IRRIGATION MAIN AND INSTALL 3/4" PI SERVICE LINE AND orf \ 4" VALVE BOX PER ISPWC SD-901. m O BLOCK 3 g 9 ,/ Q3 INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. w � o U 22 �° 4 11.25- ELBOW MJxMJ U o w0 w I t230LF 4" PVC $�.�1 � s \ � ( ) w o c° U) J I ? 18 \\ L$`'S \ Q 22.5° ELBOW (MJxMJ) "' 8"W W. KESUGI ST — \ ter' © 45- ELBOW (MJxMJ) z A <8"SS ��_ wo w s , \\° �,\ O7 90' ELBOW (MJxMJ) m I 5 6 \\ 23 i ` ® 4"x4" TEE (MJxMJxMJ) \ o v 3 17 9 \ �t� xA (�9 4" GATE VALVE (FLGxMJ) z A i \ t44LF 4" PVC SLEEVED v 9 w o THROUGH C900 PVC ` i \ �� ® SLEEVE PI MAIN THROUGH STORM DRAIN SEEPAGE BED. EXTEND SLEEVE 5 FEET PAST EDGE OF BED. 10, a \° DESIGNED: C. GRAHAM C) N I \ �� / N 3 ''" 8 L \w ' 24 // \ ` DRAWN: L. HAASE \ ' j 3 ao 11 10 9 M \\ \ // CHECKED: C. GRAHAM w� w I 16 -H \ s BLOCK 5 APPROVED: C. GRAHAM f27LF 4" PVC SLEEVED `\ 2 I f98LF 4" PVC I �', THROUGH C900 PVC \ \ PREPARED FOR: F_ 4 rl - 7 \ \ J N o t45LF 4 PVC SLEEVED 10 f48LF 4" PVC \ �d'1 25 / F1 1 1 LLC THROUGH C900 PVC w ' \' S a w ` ' s PO BOX 593 I 15 Y 4"PI .PI ..PI f86LF 4" PVC �\ ` i� EAGLE, ID 83616 w 9 \ I z p \ , 5 \ / � 5 c3 u X 3 3 3 8 Al \ \ N W A f200LF 4" PVC 3 5 6 \\ Y I 14 N ' '� 3 \' / Z a � 3: N 3 2 s .0. O w_ 4 12 •���\ o V J w M o o BLOCK 11 6 v � 3 A` \� d QL wo N \ LA \ m z Z w Z w f276LF 4" PVC \ 1 \\ O z w • 12 ° \ I sp— a • a s� — 8"W 8"W o. \\ O Q w V S m DC W. FANTHORPE DR— L.L — p �+�+ w N X I I M ' / = a <8"SS <8"$S S / \ Lu U) w BLOCK 3 L) Lu X 0 0 °� I CC � �_ Lnn 11 10 9 $ 7 N I a Q L/)U 0 Quj BLOCK 4 Ix xx ce f226LF 4" PVC 3 5 -- I a Q CL w N N I 3 3 3 34 12 11 10 9 8 I w l__ "PI 4' I 4"PI f27LF 4" PVC z U' W I R IR j C.O. 3 4 Q L' U I O 0 2 2 2 2 I �rW O 1 O L /� w N 4 PI - - -�-- 4,.PI 4"PI 4"PI -J-— — — — — — — 4"PI CSW PROJECT NO. 26003 _ — — — _ ull DRAWING DATE 05/05/2026 C� —— WINDROW SUBDIVISION NO. I ce O U CTO a o Q S\ONAL F m \GENSF� = a I� CALL BEFORE YOU DIG ft� 0 ,�. 0 16970 w aCALL DIGLINE INC. - ti Q PRIOR TO COMMENCING LD-RSU B-2026-XXXX ,; �$. AFIR �,Tq5-5-26�0 UNDERGROUND WORK TOF P KnuCall wore (208) 342-1585 f}^� O��NNE Call befnreyou dig- (n U MI::- •A co p 0 25 50 100 150 °C U J � � J 'n Z Z u# V) J Q SCALE: 1" = 50' w J � � �W o J U L1 N Ln M 00 00 O of X zo p rn W AMITY RD m w cn cn O Lr)- m E o d W W � L w ® VICINITY MAP U EXISTING TYPE II 1"=1000, STREET LIGHT m w X F,� — W j EXISTING TYPE II _ — STREET LIGHTING NOTES O STREET LIGHT w 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT a o 3: _ VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE cn — — EXISTING STREET NATIONAL ELECTRIC CODE. o z W. ROUTEBURN DRIVE NAME SIGN — 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE zo ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN g U A PERMIT AND REQUEST INSPECTIONS. V) EXISTING TYPE I 3 a WINDROW SUBDIVISION NO. 2 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, _ STREET LIGHT 3 20 BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. O — — O w z I 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS Of w AND 2' MIN. FROM WATER METERS. 20 BLOCK 3of cf) U U 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT o z m \ DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A 0 HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL o Ln 22 23 24 25 1 21 INSPECTION. N I ~ XXXXC 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR Z U Q I 19 3 21 3 2 QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. J w z o 0 3 Q � � o U w m o Z BLOCK 3 22 w o J I 1s \ vi 3 DESIGNED: C. GRAHAM --W. KESUGI ST— — — O DRAWN: L. HAASE Ld w i 23 BLOCK 5 KEYNOTES CHECKED: C. GRAHAM 17 S APPROVED: C. GRAHAM F 3 2 1 �y� lO INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET LIGHT DESIGN STANDARDS. LED FIXTURE TO BE LEOTEK JR GCJ1 20H MV NW 2R DB 700 PCR7 C) XXXXC �Oir \ WL SPD-DB OR APPROVED EQUAL. PREPARED FOR: 0 EXISTING TYPE I w 11 10 g 8 �� 24 F1 1 1 LLC w STREET LIGHT > O INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL STREET PO BOX 593 STORM DRAIN � I 16 Q SEEPAGE BED 3 SIGNS AND HARDWARE MUSTU COMPLY WITH MUTCD STANDARDS. CUSTOMER FINISHES MUST BE Y i APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOMER MODIFICATION OF EAGLE, ID 83616 z W ' STORM DRAIN STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. Q w SEEPAGE BED 7 / U 25 / O3 INSTALL 12"08" "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE WITH J I U , MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND D103.6. ALL STREET XXXXC SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. Z Y V1 O m �� BLOCK 11 O W , / Z c I 14 I 3 V M Q > I 3 2 2 3 = O c> 4 12 Cie 0 D 6 V) Z V) V 13 XXXXC Z Z z I 3 O Q z O V N V w EXISTING STREET > (n EXISTING TYPE 1 12 — _ NAME SIGN � L STREET LIGHT O z ED Qz I _ z 0 0 — W. FANTHORPE DR m W Q w 3 3 c \ >Uj I z 2 3 3 DC 11 8 STORM DRAIN EXISTING TYPE II 10 9 7 I STREETLIGHT C J = SEEPAGE BED ce O G 5 3 2 XXXXC I \ J a � W N I BLOCK 3 12 11 10 9 $ I Q Z W Y 0 I LLI o > 1 Q ~ V) — — — — — 4 O BLOCK 4 Z O v� W � tA N N WINDROW SUBDIVISION NO. 1 t CSW PROJECT NO. 26003 DRAWING DATE 05/05/2026 O W @ a C8mO a o Q S\ONAL F ENSF� o Q R/W R W Q �1 0 I / I 5-5-26 16970 a 10' UTILITY ESMT 36.00' PUBLIC RIGHT-OF-WAY 13' ACHD v Q � SIDEWALK EASEMENT 0 �TFOF�OP�O � } MAILBOXES PER OWNER. ~ I I 2' INSTALL PER MANUFACTURER'S NE M. U 27.00' G U N RECOMMENDATIONS. 2' 5' SIDEWALK 13.50' 13.50' 8' PLANTER 5' SIDEWALK - I N 2 1/2 OF SP 3, 0.50 INCH O I (1/2") MIX, PG 58-28 3" ROLLED CURB AND Li I GUTTER PER ACHD SD-702 AGGREGATE ACTED3/4"COURSE RUSHED �'_` �/ D D B W {� 0 cn 1_5% 2% 2% rn 00 p D `■'w Ln (u I0 w 1' FLAT LANDING ON BOTH a a a a a a a a D ° p ° U Uil o� o SIDES OF SIDEWALK, TYP. \ \ \\\\\\\ /\ %�% % ��/,\ p ° p� ° °° D O 3 °' z \ \ \ \\ \\ \/ \ �\ \ �\ \ \ \ 6 VERTICAL CURB AND \ \ \ \ \ \�\\\\\\\\\ \\\\ \ \\ \ \ GUTTER PER ACHD SD-701 ° x U) 5" THICK CONCRETE OVER 4" /, r�/\\/\\/\\r\\ \\ ` r\\/ ° ° p °p ° Oco v o OF 3/4" AGGREGATE BASE ° ° ° CONCRETE PAD a O w COURSE PER ACHD SD-709 14" OF COMPACTED 6" m w MINUS PIT RUN SUBBASE _ LENGTH PER OWNER w EXTEND BASE AND SUBBASE 12" COMPACTED SUBGRADE r 0) "6 BEHIND CURB TYP. � PLAN VIEW `i 27' TYPICAL STREET SECTION - DETACHED WALK ONE SIDE 1 w MAILBOXES PER OWNER. a_ SCALE: NOT TO SCALE C9.0 INSTALL PER MANUFACTURER'S x RECOMMENDATIONS. w O c" bi R/W o z O R/W cn 41.00' PUBLIC RIGHT-OF-WAY cn Ld O I D e < ° ° e e, ° o 0 o e ° z Ld 27.00' 2' TYP. I 2' TYP. I '° D '`° D p D D e D, °o a o^ D D° o° z I > C e D O D o ' ° ° ° ° U Li I 10' UTILITY 5' SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY , , °> D D u o D EASEMENT EASEMENT w LENGTH PER OWNER in N z 2 1/2" OF SP-3, 0.50 INCH w (1/2") MIX, PG 58-28 3 ROLLED CURB AND GUTTER I CONCRETE PAD PER ACHD SD-702, TYP. PROFILE VIEW Z 4" OF COMPACTED 3/4" CRUSHED I J w I AGGREGATE BASE COURSE z I 1_5% 2% 2% �5� O ~ _♦ MAILBOX PAD DETAIL 5 0 %U a a a a a a 1' FLAT LANDING ON BOTH SCALE: NOT TO SCALE C9.O o SIDES OF SIDEWALK, TYP. O DESIGNED: C. GRAHAM 5" THICK CONCRETE OVER 4" O OF 3/4 AGGREGATE BASE w 14" OF COMPACTED 6" COURSE PER ACHD SD-709 DRAWN: L. HAASE EXTEND BASE AND SUBBASE MINUS PIT RUN SUBBASE CHECKED: C. GRAHAM 6" BEHIND CURB TYP. 12" COMPACTED SUBGRADE APPROVED: C. GRAHAM z O PREPARED FOR: 0 2 7' TYPICAL STREET SECTION 2 F1 1 1 LLC SCALE: NOT TO SCALE C9.O PO BOX 593 w EAGLE, ID 83616 z a U J J 20.00' 5' LANDSCAPE BUFFER cn Z Y � 12" TYP. O 2 1/2" ASPHALT PAVEMENT F- 2% � —� V M J_ >e D o fl p ■ 4 4 4 4 Q Q 4 4 Q 4 4>e D s fl p /�\ /\\/ //� ce O LL- \ \ \ \ 4 4 4 a LA cn //\//, \ \\ \\� \ �\�\\ i w 8" THICK CONCRETE /• / \ /\/ \ \ \ \\ GRADE TO DRAIN TO Z O J 0- RIBBON CURB (TYP.) RIGHT-OF-WAY O 0 J orf 10" OF COMPACTED 3/4" V 7A CRUSHED AGGREGATE W COMMON DRIVE SECTION 3 BASE COURSE � z SCALE: NOT TO SCALE C9.O O Q Lu L.LLu m Q D > j W Q cf)_ O 0 Q z 20.00' 5' SIDEWALK 5' LANDSCAPE BUFFER CC N w G 12" TYP. v 2 1/2" ASPHALT PAVEMENT a 0 J 2% cn 1.75f0.25% Z OLd D o fl D 4 Q Q D > fl D . -• J 8" THICK CONCRETE � / / / / / \ /\ /\/\/\\` \\r\\\�\\ \/. GRADE TO DRAIN TO > RIBBON CURB (TYP.) RIGHT-OF-WAY 10" OF COMPACTED 3/4" 5" THICK CONCRETE OVER 4" W N CRUSHED AGGREGATE OF 3/4" AGGREGATE BASE BASE COURSE COURSE PER ACHD SD-709 CSW PROJECT NO. 26003 DRAWING DATE 05/05/2026 COMMON DRIVE SECTION W/SIDEWALKce 4 o SCALE: NOT TO SCALE C9.0 @ 0. C900 a o Q RIM ELEVATION S\ONAL F N o E PER PLAN OC��'G' �GNSFO = Q OBSERVATION WELL O > PER ACHD SD-627 O 16970 cd Lo � a GRADE RINGS AS REQUIRED 5-5-26 O v Q (18" MAX.) SET RIM FLUSH np 9TFOF\pP�.ZQ� of GRADE /ENE M.GAP U \\ \ \ /\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\�/\\/\\ \\ \��\�� 20" BAFFLE WIDTH U J 4 4 4 4 4 4 4 4 4 4 4 4 4 4 'ry V) WRAP TOP AND SIDES OF TRENCH IN NON-WOVEN u� 2" WASHED FILTER FABRIC GEOTEX 401 OR APPROVED EQUAL. �ft� GEOTEXTILES SHALL CONFORM TO THE REQUIREMENTS Q a a Q a a DRAIN aCK a a Q a a p OF ACHD POLICY MANUAL SECTION 8202.23. SEAMSJ III w J SHALL OVERLAP A MINIMUM OF 1'. 12" INLET PIPE PER PLAN BELEVATION ELEVATION" i E 5')4 4 4 4 4 4 4 4 4 4 4 4 4 4 � m J MIN. a a a s a s o a a 18" OUTLET PERF PIPE PER 0 � PLAN AND DETAIL 1 THIS Of U Ld SHEET w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ aN o�o � � O w X Q of _ PROFILE VIEW m w z U 0 OU) " o z 18" ADS, a a a a a a a a a a a N HDPE OR PVC PERFORATED 00 O a O � N PIPE. PERFORATIONS m E N SAND AND GREASE TRAP (BOISE 24" DIA. TRAFFIC RATED FRAME AND w IN TOP HALF ONLY. VAULT OR APPROVED EQUAL WITH ISPWC SD-617. fu w STANDARD MANHOLE COVER PER G u uv CJv 4 4 4 4 4 4 4 4 4 4 4 rLa z BAFFLES) SIZE PER TABLE a a a a SG-TRAP #4 TO HAVE GRATED LID U ON UPSTREAM END. , 4 4 4 4 4 4 4 4 4 4 4 4 4 4 m SAND AND GREASE TRAP z " (ACHD BMP #01). SEE ASTM C33 12" INLET PIPE PER PLAN X DETAIL 2 THIS SHEET. FILTER SAND o w Lu 0 A�j,MATSRO//O z z ESTIMATED HIGH o EXCAVATE TO NATIVE MATERIAL (SEE PROFILE VIEW GROUNDWATER = 18" OUTLET PERF PIPE PER � TABLE FOR PERC RATE). ACHD TO = NOT ENCOUNTERED PLAN AND DETAIL 1 THIS J VERIFY FACILITY INFILTRATION RATE SHEET Q AFTER FACILITY IS FULLY EXCAVATED. PORTION OF OBSERVATION WELL LYING PLAN VIEW w o IN DRAINAGE SAND MUST BE WRAPPED z o WITH TYPE I DRAINAGE GEOTEXTILE PER Q z ISPWC SECTION 2050. w a j� w Of ♦j U O Z w O p cn SAND AND GREASE TRAP LENGTH PER TABLE a- SAND AND GREASE TRAP TABLE Z uj(ACHD BMP SEE N < bi DETAIL 2 THISIS SHEET. z STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. INV. ELEV. OUT w S z_ o ACHD SG TRAP #1-1 1000 GALLON 2698.05' 2694.35' 2694.25' 2693.75' 2693.50' O cn Q 5' Li ACHD SG TRAP #2-1 1500 GALLON 2691.32' 2687.35' 2687.25' 2686.75' 2686.50' z _ cn U MIN. w 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY ACHD SG TRAP #3-1 1000 GALLON 2693.33' 2688.35' 2688.25' 2687.75' 2687.50' ui Es O OLi DESIGNED: C. GRAHAM O DRAWN: L. HAASE 3 cwn INLET PIPE PER PLAN SAND AND GREASE TRAP DETAIL (ACHD BMP #01 ) 2 CHECKED: C. GRAHAM SCALE: NOT TO SCALE C9.1 APPROVED: C. GRAHAM z 0 50' MIN. PLAN VIEW 5' MIN. U OBSERVATION WELL ELECTRONIC MARKERS PLACED ON CORNER PREPARED FOR: PER ACHD SD-627 OF FACILITY. COORDINATE WITH ACHD F 1 11 LLC Of INSPECTION STAFF FOR PLACEMENT OF w M INSTALL 20 MIL HDPE LINER ALONG MARKERS DURING CONSTRUCTION PRIOR PO BOX 593 WESTERN SIDE AND ENDS OF TO BACKFILLING. SEEPAGE BED #2 FOR REDUCED EAGLE, ID 83616 >_ SEPARATION TO WATER MAIN z Q OBSERVATION WELL PER ACHD SD-627 U NOTES Z 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY CMT ENGINEERING LABORATORIES O 0 DATED SEPTEMBER 12, 2019, GROUNDWATER WAS NOT ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS Li ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FROM ANY INFILTRATION FACILITY cf) AND/OR IF IT IS HIGHER THAN ANTICIPATED. V M j 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. D d U w 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. ce Z O J 4. IF ROCK IS ENCOUNTERED DURING FACILITY EXCAVATION, CONTRACTOR TO HAVE TEST PERFORMED BY (n SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS Z Z Q Li THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO O Q a_ CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED Of INFILTRATION. N _j L u a_ > Q ce — Z _ SEEPAGE BED TABLE L.L m z Q w = w oC � SEEPAGE BED NO. SEEPAGE BED DIMS TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100-YEAR VOLUME DESIGN INFILTRATION RATE LJJ O z ACHD SEEPAGE BED #1 12'Wx54'Lx6'D 2696.25' 2690.25' 2688.75' 2693.50' (1) 18" 1,677 CF 2 IN/HR O c Ce ACHD SEEPAGE BED 2 O � # 15'Wx130'Lx7'D 2689.50' 2682.50' 2681.00' 2686.50' (1) 18" 5,822 CF 2 IN/HR � � Q J ACHD SEEPAGE BED #3 12'Wx77'Dx8'D 2690.75' 2682.75' 2681.25' 2687.50' (1) 18" 3,160 CF 2 IN/HR Q Z Y O w Z J SEEPAGE BED DETAIL (ACHD BMP #20) 1 W cO N SCALE: NOT TO SCALE O N CSW PROJECT NO. 26003 c� DRAWING DATE 05/05/2026 w ce 0 W @ 0. C9 . 1