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HomeMy WebLinkAboutConstruction Drawings SHEET INDEX IMPROVEMENT PLANS FOR I WE E SFo'tip 0 6 CALL BEFORE YOU DIG SURVEY DATUM 0u""� N EWKI RK SUBDIVISION NO. 2 16970 C0.0 COVER SHEET CALL DIGLINE INC. 1-26-26 Co.1 NOTES PRIOR TO COMMENCING LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 4 HORIZONTAL DATUM BASED ON ADA COUNTY GIS. s� �o UNION PACIFIC RR c� UNDERGROUND WORK �TFOF C1 .0 FINAL PLAT SHEET 1 Know what's below. (208) 342-1585 TOWNSHIP 2 NORTH RANGE 1 EAST BOISE MERIDIAN ALL ELEVATIONS SHOWN ARE NORTH AMERICAN F_ Call hefore you dig. , , C1 .1 FINAL PLAT SHEET 2 VERTICAL DATUM OF 1988 (NAVD 88). co C2.0 OVERALL SITE/UTILITY PLAN CITY OF MERIDIAN, ADA COUNTY, IDAHO C) FTTFm C3.0 GRADING PLAN 2026 Y C3.1 DRAINAGE PLAN W FRANKLIN ROAD 0 C4.0 SANTA FE/TOPEKA ST PLAN AND PROFILE ® J w C4.1 WOLFSBURG AVE PLAN AND PROFILE ��� E C4.2 ASCENT AVE PLAN AND PROFILE Z �� ��� o W J C4.3 MIDFORD WAY/CT PLAN AND PROFILE � V 2 -- L C5.0 SEWER LINE A + C PLAN AND PROFILE 0 30 60 120 180 rn � '0 J U 1 Lfl M 0 C5.1 SEWER LINE B PLAN AND PROFILE i 10 00 o C5.2 SEWER LINE D PLAN AND PROFILE o o SCALE: 1" = 60' co LLi U N C6.0 WATER PLAN p - U o � C7.0 STREET LIGHT AND SIGNAGE PLAN a m g Li fu C8.0 ROADWAY/SITE DETAILS la w C8.1 STORM DRAIN DETAILS INTERSTATE a, cf) III1� W X W o VICINITY MAP LU SCALE: 1"=1500' ao � 1 0 o / BLOCK 1 68 70 LEGEND i BLOCK 8 46 47 / Ir > 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 o 0 65 66 0 0 — — SUBDIVISION BOUNDARY 67 71 z a i PUBLIC RIGHT-OF-WAY / 45 \ L� Mo — ROAD CENTERLINE / BLOCK 1 QvI 72 / LU cli 0 z LOT LINE _ _ N WOLFSBURG AVENUE �O�/ / Z _= ZERO SETBACK LOT LINE �- — — 73 w F 44 w 3 LOT NUMBER / J_ w o CURB AND GUTTER z 74 43� 8"SS> SEWER MAIN F BLOCK 7 / / DEVELOPER ° g°'yy WATER MAIN I 42 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 75 / z 0 <12"Sp STORM DRAIN PIPE I I 76 F111 LLC � 4"PI PRESSURE IRRIGATION MAIN I w / EAGLEPO ,ID 83616 DESIGNED: C. GRAHAM o FIRE HYDRANT 1 41 a BLOCK 1 77 (208) 336-5355 0 0 0 LAREN@CONGERGROUP.COM DRAWN: L. HAASE jW-NSINGLE WATER METER/SERVICE 40 12 78 / CHECKED: C. GRAHAM Li DOUBLE WATER METER/SERVICE �Py / 79 APPROVED: C. GRAHAM o B'0 31 p 2" BLOW-OFF ASSEMBLY 39 I Fo�o 80 / CIVIL ENGINEER C ® GATE VALVE 1 11 10 9 8 7 6 5 4 3 2 1 ��� / PREPARED FOR: 0 4 v P& &. .. WATER FITTINGS 38 81 CORINNE GRAHAM, PE F1 11 LLC cl- Qs SEWER MANHOLE BLOCK 7 -1 CIVIL SITE WORKS LLC 82 �P PO BOX 6059 PO BOX 593 of ® CURB INLET 3 7 83 /QO BOISE, ID 83707 EAGLE, ID 83616 (208) 946-3874 z CGRAHAM®CSWENGINEERING.COM so STORM DRAIN MANHOLE 36 — N ASCENT AVENUE — — — — / 84 c�P� J Fool SAND AND GREASE TRAP 1 J MONITORING WELL 1 85 cf) 35 / STORM DRAIN SEEPAGE BED / / 3: BARRICADES �� I 86 SURVEYOR Z 34 0 Li H 8 7 JEFF BEAGLEY, PLS X T STREET SIGNS YQ 1 2 3 4 5 6 7 8 93 92 91 90 $9 $$ SAWTOOTH LAND SURVEYING LLC STREET LIGHT W " / 2030 S. WASHINGTON AVE. V N 33 04 / EMMETT, ID 83617 ■ PROPOSED MAJOR CONTOUR (5') BLOCK 6 z BLOCK 1 (208) 398-8104 O O ��262s�� PROPOSED MINOR CONTOUR (1') 32 I Z EXISTING MAJOR CONTOUR (5') / LA z Lia_ EXISTING MINOR CONTOUR (1') 31 O/ Z Q — — — — — — — — � — N ZIMMERMAN WAY 94 O W a_ 2.00% DRAINAGE ARROW WITH PERCENT SLOPE — (/� W w \ \ V cn 0 LW O 2 oc w LL m W W O O LU z Ln SITE DATA > U F IDAHO POWER INFORMATION ADA COUNTY PARCEL #S1210346801 p� — NOTICE TO CONTRACTORS a J PROJECT CONTACT: JAMES NEYLAN SITE AREA = f 10.43 ACRES a W (208) 336-5355 EXT. 2 Q yoCONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED JAMES@CONGERGROUP.COM PROPOSED LAND USE ZONE: TN—R � Z 0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME � SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF NO FUTURE PHASES NUMBER AREA % O CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; Z J THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE NO PRESSURE IRRIGATION PUMP STATION RESIDENTIAL LOTS 95 6.72 AC 64.5% > TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO 0 DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF NO POLE REMOVAL/RELOCATION REQUIRED LANDSCAPE COMMON LOTS 8 2.06 AC 19.8% co MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN 0 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND STANDARDS IN PLACE I COMMON DRIVE 1 0.07 AC 0.7% W N AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD _'Lf�'' V1 CSW PROJECT NO. 24003 ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL - ti r DRAWING DATE 01/26/2026 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. 1� THE � .y PUBLIC RIGHT—OF—WAY N/A 1 .57 AC 15.0% �, WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE }7 $' o OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED FOR THIS PROJECT: traa ; •+ - - TOTAL 1 04 1 0.43 AC 1 OO/ 0 APPROVED BY THE PREPARER OF THESE PLANS. NONE �■ � A LD RSU B XXXX-XXXX w Como CL o ��S�ONAL Fri m GENERAL CONSTRUCTION NOTES 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD ��� �, ENSFO = PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS Q oui�n c`Y1r1 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONFORM TO THE PROJECT ESC. SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 6970 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 1-26-26 � 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. CONTACT ACHD INSPECTION SERVICES AT �, � ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE 208-387-6284 FOR INSPECTIONS. 24-HOUR MINIMUM ADVANCED NOTICE IS REQUIRED. C) REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING p'A/ FOF�OP PAP CONSTRUCTION. BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY ENE M.6� 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF AND EXISTING PAVEMENT MARKINGS. � 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE v OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE BELOW RIGHT-OF-WAY TO ACHD. N cn SITUATION IS RESOLVED. 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND � 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. \/ p 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND i 3: TIMES. STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. � TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE o 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. y J START OF WORK. GEOTECHNICAL REPORT. > D a) 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD a L c� 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. SD-709. N �n ,�� 00 o REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. CD z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. XX p OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY NOT OPEN OR CLOSE WATER VALVES. m w U)U) GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE U) U 00 N THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. PLANS AND CONFORM TO THE ISPWC SECTION 801. a p � 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. m w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL fu MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON r_ fu z NO 1 AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. THE PLANS AND CONFORM TO THE ISPWC SECTION 802. w U 16. PLANT MIX ASPHALT CONCRETE ON LOCAL ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WATER THICKNESS SPECIFIED ON THE PLANS. , N 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL " 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION OR OTHER STREET WORK: CONSTRUCTION PLANS. NOTE NO. 1. A. LOCAL ROADWAYS SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX AT 0 2.5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 14-INCHES OF 6-INCH MINUS PITRUN, Lu = 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PRIOR TO CONSTRUCTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND WHICHEVER IS GREATER. o 3: NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL cn 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 0 Li 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3: z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. o 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND cli U 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. cn TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL Ld > 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF REPLACE THE ENTIRE ROADWAY SURFACE. O ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. THE WASTEWATER RULES (IDAPA 58.01.16). o 0 z 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL a Y w 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. Mo :DDUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS U F TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE o Lu CIA z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE QUALITY (IDEQ). BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES Q Ln AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION Z � AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE BEGINS. 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. PUBLIC WORKS INSPECTOR. 0 z BE 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS 19. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT IS FUTURE RIGHT SHALL / IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER IS FUTURE SPECIFICATIONS.RIGHT-OF-WAY WAY PROVIDE SOILS DATA TO OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE o U COMPACTION TESTS. z � 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE ui o � DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. AND REGULATION. PRESSURE IRRIGATION 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. DRAWN: L. HAASE APPROVAL IS GIVEN TO THE PROJECT. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING Ld CONSTRUCTED. CHECKED: C. GRAHAM 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS Li RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE SEWER 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 0 DRAWINGS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS AND THE CITY OF MERIDIAN WATER DEPARTMENT. WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT PREPARED FOR: 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE F1 11 LLC 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. PO BOX 593 Li� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN INCHES VERTICAL SEPARATION, THE CROSSING SHALL 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, EAGLE, ID 83616 >_ FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDDAHAH O RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA J 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE COMPACTION. THE WASTEWATER RULES (IDAPA 58.01.16). A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS Z WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF O ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). THE WASTEWATER RULES (IDAPA 58.01.16). J co ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. N 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE ■ c� 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN O o PROPERLY DISPOSED OF OFF SITE. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES Z (n 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR (� Z Z LLC DATED JANUARY 18LL] , 2022, FILE NO. 6213331 g. THE SEWER. NON-POTABLE WATER. 0 . O O � 28 THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE a_ THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, w 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. PRIVATE ROADWAYS AND TRAVELWAYS. (/) 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF z Lu cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE O 0 Lu COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL 2 O z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN SPECIFICATIONS AND DRAWINGS. U. m W CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. _ > Z 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE O cn JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND W z GRADING/STORM DRAINAGE STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE > cn MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. O C G ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. v PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF a DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE N MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ROADWAY Q W Y p 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS 3: DEPARTMENT ON SITE AT ALL TIMES. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY w CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. O 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. Z CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR SCHEDULE INSPECTIONS. TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 0 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT W N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. CSW PROJECT NO. 24003 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN DRAWING DATE 01/26/2026 c=a GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. O W coo 6 w F_ m O rY rl J U_ w F_ U) (n NEWKIRK SUBDIVISION NO. 2 PLAT NOTES BOOK—, PAGE U p 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS w U LOCATED IN THE E112 OF THE SW114 OF SECTION 10, T. 3 N., R. 1 W., .M., HEREBY RESERVED ALONG THE FOLLOWING: U O -TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS i 3: CITY OF MERIDIAN, ADA COUNTY, IDAHO DEPICTED J w -TWENTY ONE(21)FOOT WIDE ADJACENT TO THE PUBLIC RIGHT OF WAYS OR AS DEPICTED w W E N 2026 -THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES EXCEPT FOR Ov J WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED > p) LL_ _ _ _ - - - - A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE `a 0 O a) rl U - - i FOLLOWING: U L M (u 00 -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED � & M O UNION PACIFIC RAILROAD C114 CORNER _ __ -THREE(3)FOOT WIDE SIDE LOT LINES EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS X 0 c� PLS 11574 --- DEPICTED O cf) 100' W. PINE AVE. co Ln u o U 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, . . . ° e WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF a m E S 88 26'46"E 744.56' . . L6 SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR w S 88°26'46"E 204.68' — . . _ . . — . . 232.70' - o ° ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR z - -- _ _ _ L14 220.86' I MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE - w BLOCK 1 � � BLOCK 8 '- - - - o _ _ _ _ AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT c� APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN I I I BLOCK 1 S 88°2237"E 186.62 i�, � 1 1�, y 32 33 34 ss8° �r�dp`� (J I AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." ' 35 (n I I I ' "y1 I 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED w 28 29 30 36 37 9'S F �,�� �9 POB ^ SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. 38 I� L _ .I _ . .I- . . L . . 60 39 40 41 42 43 44 45 � 8g. '" 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN w ° ° I16 COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. _ L7 _ yp��0 46 �1 i SCALE 14, _ _ _ _ TIE LINE4 80 0 40 80 160 5. LOTS 62,69 AND 94,BLOCK 1, LOT 1, BLOCK 6, LOTS 5, 12 AND 31, BLOCK 7,AND LOT 1, w O s\�, NO C4P N 89°27'21"W 220.91' BLOCK 8 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS,AND ARE OWNED AND Q l MAINTAINED BY NEWKIRK COMMUNITY ASSOCIATION, INC. o BLOCK 3 I ?' _ _W. TOPEKA STREET 47 POB A �y 1 \ (FEET) 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2024-017042. F_ 12 1 1 INCH=80 FT. � 13 I �1 BLOCK 6 12 I 7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN z _ . . - . . - . . ^ 2 ( I 48 I I COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED o O I TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA 14 I N) I 11 13 i U W 3 BLOCK 7 49 1 \ MERIDIAN IRRIGATION DISTRICT. _ N - . . - . . - . . � I - 1 \ rL IS of I 10 14 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF tL — — — �U-) 4 I 50 \ I THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE O 16 o f I 1 i ENTITY. I U ~ — — — 10 5 9 15 I \ LEGEND w 17 I z 1 W 51 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2023-051358. a O ' 6 d 8 16 I -- SUBDIVISION BOUNDARY LINE u 0 O — \ 10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND NEWKIRK � `� � IS I � I I F 52 1 I LOT LINES w z I COMMUNITY ASSOCIATION,INC. UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT o w U) - - - z I I 7 U SECTIONAL LINE 7 17 \ --- THAT IS NOT COVERED BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR NEWKIRK COMMUNITY Q - 19 - I 1 I I 53 \ I - CENTERLINE ASSOCIATION, INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER Z — P:I g i ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR w 20 I I z 6 18 1 \ I ZERO LOT LINE OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIES AND w - . - . - _J -I o 1 54 1 FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM O . . . - -21 N �6 o I 19 I \ - - - - EXISTING DEED OR LOT LINE PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION, 55 I - - - - - - TIE LINE RIGHTS TO INSTALL,OPERATE,MAINTAIN,REPAIR AND REPLACE IRRIGATION SPRINKLERS, LINES, Z _ _ �� _ _ - I i CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. J W. SANTA FE STREET 20 \ i @ FOUND 518"REPAR/CAP PLS 11574 OR AS NOTED p U gyp' �,�` ° 5 I 56 1 \ ® FOUND 518"REBAR/CAP PLS 11779 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BE z Q 1 I�° RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. w 21 a ❑ FOUND ALUMINUM CAP O BLOCK 2 cD U O 57 1 12.A PORTION OF LOT 1,BLOCK 6 AND A PORTION OF LOTS 5 AND 31, BLOCK 7 ARE SERVIENT -O yM I BLOCK 1 i p CALCULATED POINT DESIGNED: C. GRAHAM 18 Gj M / 0 93 22 TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE �~�y / I z 58 1 ,^\ 1 LOT NUMBER FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON O �4 4 I NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND DRAWN: L. HAASE 1 92 4 23 I °j POB POINT OF BEGINNING L � �^ v ' o 1 INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). ti y 59 1 p• I THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD CHECKED: C. GRAHAM 1.,.1 p 91 I 3 24 I PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION a I 60 o p� AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. APPROVED: C. GRAHAM o 51'gp� O / y90 I 2 25 00 �' ti i 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE V I 61 HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 89 I 1 26 BLOCKI PREPARED FOR: r] rn 4 ,tip+ I 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2026-XXX. 0 0 94 1 I 62 ��. ti REFERENCES F 1 1 1 LLC w 88 \ BLOCK 7 27 I �� �� I ti 15. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN WATER MAIN EASEMENT INST. NO. PO BOX 593 ° 63 1 v .54 N R 1) RECORD OF SURVEY NO. 12680 2026 xxx EAGLE ID 83616 \ y R2 RECORD OF SURVEY NO. 13395 ' � � 28 �n w� � I LL' ) 16. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN WATER MAIN AND EMERGENCY ACCESS Q \ C'� g7 y\ 31 I 64 p M i M R3) RECORD OF SURVEY NO. 12250 EASEMENT INST. NO. 2026-XXX. y c i N R4) FRITTS SUBDIVISION, BOOK 57, PAGE 5309 \ o !�i 29 1 o R5) ASCENT SUBDIVISION, BOOK 122, PAGE 19317-21 C3 86 y o R6 ENTRATA FARMS SUBDIVISION NO.2, BOOK 118,PAGE 18134-37 30 I 65 z R7) ENTRATA FARMS SUBDIVISION NO. 1, BOOK 117 PAGE 17744-46 V) T. \ \ % 85 O� I R8) WARRANTY DEED INST NO.2024-023607 Y \ ` \ 66 R9) RECORD OF SURVEY NO. 14078 I O \ y 84 �q� ' ' R10) NEWKIRK SUBDIVISION NO. 1, BOOK 129, PAGE 21267-71 w j \ 83 y i 67 N 82 y y 68 1 N > SURVEYOR'S NARRATIVE u • U I \ 81 I O LL_ �' I \ �' ` 69 s0 I I SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE li� 7 Z 79 1 SUBDIVISION PLAT SHOWN HEREON. I I \ AG \ y'� 6`� 78 \Ids I THIS SUBDIVISION IS A PORTION OF PARCEL D AND ALL OF PARCEL E OF RECORD ` z \ \ O \ OF SURVEY(ROS)NO. 14078,ADA COUNTY RECORDS. THE BASIS OF BEARING FOR Z O Q Lu 77 A I THE PLAT MATCHES THE BASIS OF BEARING FROM SAID ROS NO. 14078. THE LJJ I d \ s Y� ` \l•/ 1 SECTIONAL MONUMENTS AND THE FOUND BOUNDARY MONUMENTS FROM SAID O LA CL w \ `� 76 ROS WERE USED TO DETERMINE THE BOUNDARY OF THE SUBDIVISION AND WERE u = I I \ y LOCATED AS SHOWN ON SAID RECORD OF SURVEY. > V I a j \ �� \ 75 1 I SEE SHEET 2 OF 4 FOR LINE/CURVE TABLES W � _ I �'�� \ y 74 I Q O LL w I N ASCENT SUBDIVISION \ . �?� y �� 73 I m LLJ J i z j BK 122, PG 19317 0 72 71 70 i Ctp \ 0 2030 S. WASHINGTON AVE. J z BLOCK 1 ����� I �1A EMMETT, ID 83617 j 1 Q Ln / (208) 398 8104 O �_ ~ I CIA FAX (211574BLOCK 5 08) 398-8105 � TO a W y OF w Z O PLS14221 Wl/16CORNER \ \ \ �1` ' �� ����EAG�'�� ���d 5ur�eyiy� WWW.SAWTOOTHLS.COM — . . — . . — . . — . . — . . — . . — . . � 1/4CORNER 9 10 1320.31' 10 PLS 14221 IY FRANKLIN ROAD 1320.23' o PLS 11574 , 10 SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: -- -�--- --- --- __ PLS 1O221 w 16 15 15 --- 5 4 E 2640.54' --- - 1 OF 4 1/2026 AR JB 124155 124155-FP U) BASIS OF BEARING 15 Z J 1 U O W N O N CSW PROJECT NO. 24003 DRAWING DATE 01/26/2026 OU w/ W cl . 0 6 Ld F- m O J U_ In BOOK , PAGE NEWKIRK SUBDIVISION NO. 2 J J cn a ¢ 20'CITY OF MERIDIAN t m WATER/EMERGENCY i O a Oz 0 ACCESS EASEMENTS OO°35�04" W 965.20' i L15 y0 0 -- - -- -- - __ SEE NOTE - -- -- -- - -- -- -- -- -- �� O R/ LLJ --- --- ---- ---- • LL 32.86'_ __47.23'__ 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 30.00' 130.001 30.00' 28.00' 28.00' 28.00' 28.00' 30.00' 99.04 127.96' 9o.11' �T c� V) j o , 1 1 I I 3'TYP� I I I 1 r--- ----1 I---- - --i I I r---- --- r--- ----7 I---- ---- -- -------------------- �L 1 1 I I --vim \ -� p 1 / / 1 1 I 3'TYP I 1 1 I L 11 II \ I U Nico co 001 00 pt I 1 69 / \ 70 to // / J 1 / /,cj' ml 11 c0 coi i o0 001 �I I �j hj I Y � I I I • \ to / \ \ > ca 1j cvl 1 mo of 051 05 c61 c6 �I I c6 051 I 051 c6 O c6 vl I o \ S 00 35'04"W 104.74' I / N M m o 0 0 0l o C 8 \ ° o / p N n I I c6 I c6 06l I oil I v I // 6 \ \ I�+ v 94 / O U m / I o 0 1 0 0 l 0 co 1 0 0 1 0 0 0 y Ln N o0 .--J 1 --� �I I .� �I I .� �I 1 .� •�I .-, .�I .� .�I I � �I I .-, I .., ,� 1 ,� �I I 1p CO / \ / L� / s w I 1 1 I I I I 1 1 1 I I �l / W / C O C M J / s 1 W WI I W WI I W WI I W WI I W W I W W W W W W WI W it / A -` ` 48 ' 49 ° l 150 ' 5j l 152 53 = 1154 ' S5 ; I 156 ' S7 ° l 158 59 ° 1160 = 61 ' I 162 I I w w �I i c,\ \ BLOCK 1 i i // o �p° cnl 1 Co col �I m WI Co col io 01 m 01 I o Col I Co 163 64 col 165 66 �j j 67 _ 68 MI fl 1 \I I / X 0 C O O'�/ ✓6= 47 d'1 1 �^ in1 la in �n1 I u, !nl 1 in in1 I �n �n1 I �n �I I �n �I I �n I �n in I �n u, io Q 3 Q� Z . cp• A v v I v �r I �r �r I rr v I c v a �r �r �r m m v d 0 N NI N NI N NI I N NI I N N N I �= N1 1 0 0 l I o - o f I - o o f I o o I o 0 0 0 0 0 0 1 0 o I �I I WI 1 L22 1 7i IW o / O O Lh / / �1 1 0 0l N N .y Col I 1-S `^ • IN o of 1 0 0l 1 0 0l 1 0 01 - o 01 I o a,1 I o I o ml I � � o �I I (•Z I IS�4 31-, I� °o / SCALE COm cwn u o0 (n / �l 11.77'°j col 0 col 0 col m 0ol 00 ml " co col I 0o 001 I CO I of m I o I \ �� ,s 46 rob zl `- -� ---�I I--� - -�I -� ---�ni I--� ----nl --� ---�1 ~--� ---�ni I---� ---�nl I -- --- I --� �I I o l ' �21 v I ; ? W I719 ; / O __ ___ ____ I I _____ ___ __ _14.2_3' -� �j Il i I 2 I / / 60 0 30 60 120 a m w �h/, i\ °�s g , o/ C37 28.00' 28.00' 28.00' 28.00 28.00' 28.00 28.00 28.00' 28.00 28.00' 28.00 28.00' 30.00 30.00 30.00' 28.00' 28.00' C24 - �'I 1� p �� SAS° 72 \�, \ \.9�• $ c0�o/ �\ �.GIi ,/ / C3 � �23 J o ��Op., -5? / �i 508.00' \ �• ) / / ilk 9 /R // / FEET L z a/ �9�,LLJ // 30 • - N. �POLFSBURG AVE. S 00035'04"W 508.00' L6 C` \ q 1', / 9 h ( ) 0) o,r 45 / / (i / L6 �, Qp \ \\ ,� 1 INCH= 60 FT. �1 / 508.00' Nk- L C\ ��'r\\ /l U ~qG0 Lti�s/ �O\\''g1F 73 y0 �I SOS°5432"lV 100 4Z' i V 3� 30.00' 28.00' 28.00' 28.00' 28.00 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 30.00' ( --------- ---- ---- ---- ---- -- ---- ---- ---- ---- ---- - / 1 cf) I I I _ _ ___ 98 - - 7 --- ---- - �1 ��� • I---o ---ol --o ---01 --a ---ol I o 0 0 0 0 o I --a ---o --o ---o ---o ---� o CI8 \�5 • L17 // �o 74\\\\oo / �O �O o w �I 44 U 1 d I I o of 1 0 0l I o of a o 0 0 0 0 o I 's' h O \h° I �I o 0 0 0 0 0 0 0 0 0 0 ° t o \ l sT h MI i I I o 0 0 0 l o o I o of I o of 1 a_ I_S 00 35'04"W 100_38'I o I I_ I i i I I d I 1 y / \Oo 98 W ----------- 1 N o - 1 I - I ~ - 125 26 I 1 \ r d� 3 6 Gs. /\ �\O. iy of l Ioi3 14 115 16 _U-J1 17 w IS wl 19 w 20 w 21 w 22 w 23 w 24 w w w w w w \ 75 ti b� j 1 p _ I l 27_ 28 29 N 30 0 o E� 10 Co Col 1 Cn of 1 Co Cot Co Co Co Co Co I Co Col I Co Col I Co I // / -// • 1 43 I o h I -n u,l I �n1 u� u�1 - -Ln u, u, u, u, u� u�l 1 Ln �n u) I d /�1 0 ti w I I N N I N N1 I N N N N N N N N I V 't r" V I V I N / / ,T/ F6% \\ 99 // / • ~ o ,y S 00 35'04"W 100.89' I a I I o 0 1 1 0 o f o o f o 0 0 0 0 0 0 0 1 I n o o f I o I y s 1�, /C�� / Q = W E■01 I oo I �I 1 �I j on �I 00 00 00 00 00 0 I 00 mj I U m col I m \�° of I o rn I �1 �I �I 0 01 I o 1 m / 0 / F S \ \ /L / I cn cn I cn cn1 I cn Ln1 I 1 `n / ,' ,' \ \1� 'Q (0 ;v / / 0 �� 42 v i2 N ---- I I- I I---- 1 1 ___l l m _ 1 1 -� 77 8��' N ^ S 00°--- W 1-- I ^� 0 1(ZIW 30.00' 28.00J 28.00' 28.00 28.00' 28.00 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.- 28.00' 28.00' 19.39' �� �0,' ����� `\\9 0 /Chi/�� ~ o ------------1 1 wI 0 Ln j C0 30. - 2-- 28.00' 28.00' 28.00' 30.00' 108.061 30.00' 28.00' 28.00' 30 00' /'� �l �' \ \8 / / / Z pp 1�I o z � in u, r---- ---- --- ---- 8.,--- ----, w pp I 41 I � E" "' i v I I 1 ----3'TYP - r------ ' -- col ° I I m I i o 01 I o o I 1 3'TYP / �� / /\\\41 9 \ \\ /�0 , / • �Z cn ^ S 00 35'04"W 101.90' I ^� I m 1 0 0l I I 0 0 0 l o 79 O o 0 0 0 0l o of I o of o I 31 1 3 Q r \ \r' / / o U - o 0 0 0l o o I o1 40 1 1 0 I I 1 , ,l I , I , til o 0 01 1 0l ti / 1 2 (n I�I i I o I �I ,I I y1 1 �; oj�� �� �i / \ /' ♦♦ SHEET 2 1_ I o BLOCK 7 w l w w j w / 30 �� 0 0 c5 ji 10 19 8 - 17 6 1 / 10 'L S 00035'04"W 102.4i' N o W w 1 w w I w wt wt Q` 0 / s o- 80 ` \.o ,/ / I 0 Col v Col Co Co 5 1 4 3 12 1 Co L / /\ \ r \ �/.0p0 // l o 0 0 0 / \ \� 9 / / O ^-------------I i o 1 1LL- ' I I vl v -Ln I _n I -r, -ni I -n �I / O� S i/ \ \� 0P ti / ♦ z I L9 l 39 I o I I N NI N NI a d I d d 1 d v-I I I I N NI N N NI N NI ' o6 5 5'15.5 1 I m a,l I a, a,1 I a, 0,1 `� 0 1 0 o I o Z I--M -� S 00°35'04"W 102.80' t ^� I 1 m col 1 00 col 1 I a)I 01 / / 0 M L�J �1 1 I 1\ i_-__ ____ I_- Ln I W �l M �___LO �I -_�n 0 m 0 , / yr/ \ \9O / , ♦ O cn cnl �n __ cni "I I I u, �! / 0 s `'cp,, 82 \ \o / 0 M� BLOCK 1 38 1 Ilo C`�� ---- ---- ---- ---- ---- ----- ----1---- - - ---- ---- ---- _ �/G32 ��/ /\\'�� \\o//j0o0//// / cUil N IY I S00°35'04"W 134.43__11 `� A\ 30.00' 28.00' 28.00' 28.00' 28.00' 30.00' 108.00' 30.00' 28.00' 28.00' C33 p0 , \\\?cP, 83 9p / / 0 z of T-----_37__--__-10.71'/ L6 N 00035'04"E 371.64'371.64' N. ASCENT AVE. C30 / ,� r� \\`\9 /�0 0.L C, LEGEND / Cg3 - - - - - - - - • - - - - - • / Gti6 r �'cP, 84 \ oo / 3 ��� GO LEGEND z ool / (� S / 208.08' �� C25 �/ / \\\\�j GG \\\\/�00 Di J �'a S 00035'04"W 123.89' / / s js 204.59' E 163.56' 130.06' ui G2� J ��\ \r, 90 \ �3 ♦ 3 --- --- SUBDIVISION BOUNDARY LINE 1i � I o 36 i ho Wes/ s 20.08 27_00_ 25.00' 25.00_ 22.00' 25.00' 25_00' 27.00' l�6 W �Lh 30.00' 28.00' 28.00' 28.00' C29 CZS �� `r�o ,/O0 ��� ,�'l,� cjR' I LOT LINES O N C611_SO0"35'04"W 110.94'r l �/ 0 1---0 --ol I--o --o ---o --o --o I E o ___o ___o __o ___o _ v' 1 �,,, \\\o / / I o^�' - - CENTERLINE / tG o 0 0 0 0 of I o 01 I o l o of o of I - w Ilio Z I may^ o I o of I o 0 o f o of 0o I - W i o I o 01 I °, of 1"' ` 1\ 1� 86 \\\\/L�00// � o 0 o ZERO LOT LINE W ----------- ni M MI M ni N � C0 I m ml 061 I o Q O I001 35 h~ W C� I -"1 I I r h "l Gr 1 I ri \ lir 061 , V b `� / W I W WI I w W w1 I W wl I W 1 I �I 1 �I I w 88 ` 87 01 , / Oz U NI S 00°35'04"W 102.54' j W/ r = I I I I 1 Co Id 1 193 - 92 - 1 91 - 90 - I 89 1 s //� // I --------------- PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT L� N L 1\� I 2 3 �I 1 4 5 6 �l 1 7 8 h1 1 1 o v Z o 1 5n 1 °I I ° h1 1 11 d' / / 0 I a 1 I \ \� / / FOUND 5 w � I ,y t /8"REBAR/CAP PLS 11574 OR AS NOTED � 34 I I h 0 1 0 0l I o 0 01 I o o f t o VJ o 1 o I o 01 I o of I 0 1 1� 8.00' / O °o l 061 i l U F' I o 1 0 01 1 0 0 01 0 o I O1 m o o f o 01 I o : N!S 00°35'04"W 98.13' I I °0 I °' °pI I °' m ml I m m1 N i m I m ml 1 m WI I 1 1�' /� ,/ ♦♦ ® FOUND 518"REBAR/CAP PLS 11779 •I I �n 1 c� v� v� v" v�l I c� c�1 1 I� I z I z zl 1 z zl I o 1 1 / 10 / 13'TYP DESIGNED: C. GRAHAM tr ---`------I I 3'TYPy1 I I I I ____I 1____ _ I I _ BLO_C_K_l 1 ��0' ,� / SET5/8"REBAR/CAP PLS11574 of 5.04' I M I---- I`3'TYP I--- ____I I I - - - -- -' - O w1 33 I I U j 30.00' 28.00' 28.00' 28.00' 37.58' 46.70' ,/ • SET 1 2"REBAR CAP PLS 11574 DRAWN: L. HAASE 27.00' 25.00' 25.00' 22.00' 25.00' 25.00' 27.00' i I / ♦ / / N I L29 L30 ° / ♦ j LOT NUMBER CHECKED: C. GRAHAM 1 5 00°35'04"W 97.37' • l BLOCK 6 176.00' • o • w I I 1 N 00 35'04"E 206.29' / cn w L33, �'�------ _-------------------- _ � Irm 1 32 i Ir\1 •� L32 -- -- -_ 221.50' - _ -- • 10 L5 �� • ----__ \ 94 /�/� • POB POINT OF BEGINNING APPROVED: C. GRAHAM z --__ _---_--_1 i N 00°35'04"E 270.50' C5 • 3- 0 ACHD MASTER STORM DRAIN EASEMENT SEE NOTE 12 • • • // /(,� L8 20'CITY OF MERIDIAN U WATER EASEMENT ` ,/ i I ACHD SIDEWALK EASEMENT SEE NOTE 14 PREPARED FOR: p CURVE TABLE SEE NOTE 15 �� LINE TABLE L__---J O • • LINE BEARING DISTANCE F 1 1 1 LLC CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH a_ Cl 81.70' 320.00' 14037'40" N 51001'56"W 81.48' Li LI N 13°05'35"W 24.16' PO BOX 593 Ld w C2 76.42' 280.00' 15038'14" N 50031'39"W 76.18' L2 N 29003'46"E 64.56' EAGLE ID 83616 >- C3 70.04' 320.00' 1203225" N 4805845"W 69.90' L3 N 09041'02"E 61.15' Z C4 9.47' 28.00' 1902244" N 1902224"E 9.43' CURVE TABLE L4 N 45035'04"E 25.46' Q L5 N 00°35'04"E 31.00' C5 30.73' 171.79' 10014'58" N 0402832"E 30.69' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C6 233,42' 50.00' 267028'51" S 12005'12"E 72.25' C41 5.26' 56.50' 5019'48" N 86045'02"W 5.25' L6 N 4402456"W 25.46' C7 148.54' 50.00' 170012'54" S 60043'10"E 99.64' C42 40.06' 25.50' 90°00'00" S 45°35'04"W 36.06' L7 N 8902456"W 17.04' C8 26.30' 50.00' 30008'24" S 39°27'29"W 26.00' C43 31.12' 41.00' 43029'05" S 22019'36"W 30.38' L8 N 00035'04"E 97.88' Y C9 23.90' 50.00' 27023'01" S 68013'12"W 23.67' C44 33.29' 41.00' 46030'55" S 67019'36"W 32.38' L9 S 01012'41"W 31.04' O CIO 23.90' 50.00' 27023'01" N 8402347"W 23.67' C45 64.40' 41.00' 90000,00" S 45035'04"W 57.98' L10 S 42°57'39"E 25.93' Z � C11 10.78' 50.00' 12021'30" N 64031'31"W 10.76' C46 115.37' 184.50' 3504944" N 71°30'04"W 113.50' L13 N 5802925"W 100.61' O L14 S 88°2646"E 86.32' w C12 86.11' 315.50' 15038'14" N 50031'39"W 85.84' C47 147.86' 200.00' 42°21'29" N 68014'12"W 144.51' N C13 21.22' 315.50' 3051'14" N 56°25'09"W 21.22' C48 132.43' 215.50' 3501232" N 71°48'40"W 130,35' L15 S 00035'04"W 50.25' S J C14 25.50' 315.50' 4037'52" N 52010'36"W 25.49' C49 20.51' 215.50' 502708" N 5605558"W 20.50' L16 S 58°20'46"E 22.00' y10ENS G� u N > C15 25.50' 315.50' 4037'51" N 4703244"W 25.49' C50 31.08' 215.50' 8015'49" N 6304726"W 31.05' L17 N 01031'54"W 29.50' d UC16 13.88' 315.50, 2°31'16" N 43°58'10"W 13.88' C51 29.40' 215.50' 7°4856" N 71°4949"W 29.37' L18 N 47°17'28"E 36.33' a 11574 _ L` C17 30.60' 18.00' 9702423" S 8205234"W 27.05' C52 28.44' 215.50' 703345" N 79031'09"W 28.42' L19 N 8800701"E 27.53' N O C18 68.88' 84.50' 4604224" N 23056'16"E 66.99' C53 23.00' 215.50' 6006'55" N 86021'29"W 22 99' L20 S 6503643"E 32.34' C19 81.52' 100.00, 46042'24" N 23056'16"E 79.28' C54 33.53' 262.00' 7019'59" N 53008'19"W 33.51' L21 N 31039'14"E 34.50' / O w C20 94.15' 115,50' 46042'24" N 23°56'16"E 91.57' C55 30.93' 262.00' 604547" S 46005'26"E 30.91' L22 S 01°2456"W 13.37' OFF BE AG1'�' Z z ~ p C21 16.71' 115.50' 8017'18" N 43008'49"E 16.69' C56 81.88' 300.00' 15°38'14" N 50°31'39"W 81.62' L23 N 4204232"W 14.58' Z O Q W orfC22 34.71' 115.50' 17°12'S8" N 30°23'40"E 34.58' L24 N 58020'46"W 22.00' O w L25 N 4402456"W 25.46' C23 28.94' 115.50' 14021'I5" N 1403634"E 28.86' V � = C24 13.80' 115.50' 6°50'52" N 04°00'30"E 13.80' L26 N 45035'04"E 25.46' > z C25 87.27' 115.50' 43°17'36" N ZI°03'44"W 85.21' L27 S 45035'04"W 25.46' ce Ln C26 23.71' 115.50' 1104545" N 36049'40"W 23.67' L28 N 8902456"W 18.00' O Q L u C27 23.71' 115.50' 1104545" N 25003'55"W 23.67' L29 S 00035'04"W 15.50' Q w C28 23.71' 115.50' 1104545" N 130I8'09"W 23.67' L30 S 00°35'04"W 15.50' m w C29 16.14' 115.50' 8000'21" N 03025'06"W 16.13' L31 N 8902456"W 6.31' 2030 S. WASHINGTON AVE. > > C30 75.56' 100.00' 43°17'36" N 21°03'44"W 73.78' L32 N 00035'04"E 33.50' EMMETT, ID 83617 W 0 J � C31 63.85' 84.50' 43°17'36" N 21°03'44"W 62.34' L33 S 00035'04"W 15.50' Lu z C32 39.14' 84.50' 26032'14" N 2902626"W 38.79' N C33 24.71' 84.50' 16045'23" N 07047'37"W 24.62' �� // (208) 398-8104 Z = C34 40.06' 25.50' 90000,00" N 44°24'56"W 36.06' �II ,�/TOOT FAX (208) 398-8105 C35 64.40' 4j.00' 90000,001, N 44°24'S6"W 57.98' {/V JC36 88.75' 56.50' 90000,00" N 4402456"W 79.90' C37 11.95' 56.50' 12°07'21" N 0502836"W 11.93' a W Y C38 23.85' 56.50' 24°10'57" N 23°37'45"W 23.67' /eyil7q WWW.SAWTOOTHLS.COM Q Z C39 23.85' 56.50' 24010'57" N 47048'42"W 23.67' � C40 23.85' 56.50' 24010'57" N 71°5939"W 23.67' SHEET. DATE: DRAWN BY. CHECKED BY: JOB#: DWG#: �_ 2 OF 4 112026 AR 3B 124155 124155-FP 0 U) Z J_ 5 U O N W O N CSW PROJECT NO. 24003 DRAWING DATE 01/26/2026 O w/ W C1 . 1 m 0�� GE SF� 16970 1-26-26 C~_� nO,A/qTF OF N^/E U) 0 20 40 80 120 Ln U J SCALE: 1" = 40' V) YQf o J Y L -wl C CONNECT TO EXISTING a N o (v co p 8Li- " WATER MAIN t.0 °� 0)to zz p � � rn _ _ m LLi - - - - - - - - — — - - - - — - - — - - — - - — - - - - — - - ao Uo 12"GIRR(EX)> m E " w 1 / /� 1 i - - - I - - - - - I ,- - - - - - I - - - - - I - - - - - I - - - - - - I - - - - - � - - - - - - - - - - - � _ _ _ _ — — — — — — — — — — — — — — — — - fo BLOCK 1 1 i I 1 I 68 y "1 � 70 1 // ro L I 20.00' EMERGENCY ACCESS/ 1 / U // BLOCK 1 11 1\ 47 i i I i l i 1 1 I I WATER MAIN EASEMENT BLOCK 8 46 1 1 1 1 / I I I I 1 1 I I I I 1 /. • / 1 48 I 49 50 1 1 1 1 1 1 1 1 1 / w / / / 1 1 1 1 1 1 51 52 1 1 53 54 1 1 55 56 1 1 57 58 1 i 59 60 1 1 1 62 63 1 1 64 65 1 1 1 / °\ BLOCK 1 / / / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 66 1 ° 1 71 I // w / // 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1co I 1 1 1 1 67 1 1 1 1 Lu O - - — � — � 1 — — � — � _ _ 1 I I 1 1 I / 45 - - — — — — — — — _ o \\\\ ° _ \ 1 P14 72 / 0 Ld O / \�\/ —N WOLFSBURG AVENUE s W 44 / / O / � 8 ss> s"ss> 8„ss> \\\1 � 73 / / g �o ° ° �' 2 EXISTING BLOCK I I / — — — — — — — — — — — — — — — — — — — — — $ — — — — — RETAINING WALL / o — — — — — — 1 — — — — — — — — — — — — — — — — _ � 74 �� / /� C; \ / 1 43 1 I I SEWER LINE 'D'I I 1 1 1 1 1 1 I I I I , I I I . w SEE SHEET C5.2 I I 1 I I I 1 1 SEWER LINE D 1 \ ` / N I- - - - - - - - - 1 1 1 I I I ' I I I 1 1 1 1 I I 1 1 SEE SHEET C5.2 75 / /� Fc N Z 1- - - - - - - - -1 1 13 14 1 1 15 16 1 1 17 18 1 1 19 20 1 1 21 22 1 1 23 24 Ln I 42 I 1 I 1 1 1 1 I I 1 1 1 1 1 1 25 26 i i 27 28 i i 29 30 Z I I 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 1 I CONCRETE MAILBOX PAD / / % 76LL_ 1 1 1 1 1 1 1 1 1 1 1 SEE DETAIL 3 SHEET I C9.0 O SEWER LINE 'C' I BLOCK 7 1 1 1 I / / z I I w 1 SEE SHEET C5.0 1 1 1 1 I I I I I 1 1 1 1 p I °c ° 1 I I - - I I I I 1 1 1 1 1 © / \\\ 77 /� / �' / o 41 - - - - - - � 1- - - - - 1 - - - - - � 1 - - - - - � 1 - - - 2 1 l — I I - - - - - - - - - - - - — — — — — — — — — — / o 1Lu - - - - - - - - - I 1 °° W v °12 /� / \\\ / / 78 \ / / O 1 � i 40 1 1 ' � 1 1 1 I I 1 © , 1 1 I 1 � // /1 \ SEWER LINE 'B' \\\// // / DESIGNED: C. GRAHAM CONCRETE MAILBOX PAD 1 I 1 1 1 1 /� i; o / 5 \ \ SEE SHEET C5.1 A / DRAWN: L. HAASE L I I I I 1 I 1 SEE DETAIL 3, SHEET C9.0 i I ACHD SEEPAGE BED #2 1 1 1 I 31 // / L�5 / / // CHECKED: C. GRAHAM w 1 39 I I 1 1 1 1 1 1 1 I ACHD SEEPAGE BED #3 \ \ / / / APPROVED: C. 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SEWER LINE 'C' 1 1 / O � W SEE SHEET C5.0 I o I PRESSURE IRRIGATION. / 0 m z i c~n I 31 - - - - — — / — - - _ — / / LL W J 94 N ZIMMERMAN WAY- — — _ W O Q REMOVE BLOW-OFF AND CONNECT " f S SSA ASS / / _ ce v TO EXISTING 8" WATER MAIN LJJ w a > cf) Q W Q I I Z Y I I I I I I I � � NEWKIRK SUBDIVISION NO.1 / Z N / W (� CSW PROJECT NO. 24003 DRAWING DATE 01/26/2026 of O w/ 0 W C2mO ENS m + + + + �+ �+ �+ + + + + + + + + + + + + + 16970 ti1-26-26 J 000 - - `°O� - - - `'��� - 060 06^� 00o O�^� 000 — 06^� ��°�- OrOO� — Orao�_ - oo�o ��°�`� ��°�` — ��°�`� OrO�� Ora�6 ��°�`�- �°`'� -�- Or -- �r°� — gr°`'� �o�°� ror°� 6`y'`� s�q�F OF\OPZ� Q� �L �L �L �L `L `1- `L �L-�-_- �. — — — �h — — 2565 �O— �O /VE M. 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S Y Ora o6 ra`L' ra`L' 6`L 6`L 6`L O^� O^� y. .y. .y. p�. p�. �� / 2S F o r a 2 ti�o `1' ti ti ti ti �,, ti �l• `l• �l• �L Off, ti ti ti �l• `l•= /��' °/ `�9• 78 �S � •�. / /. / / / Z U I I o cn �s I �s —s ti o o— F+ s, I 40 Tc 6'p �56, �Se ass ,� 2S,p ,� ass ,�• �s ,�, �s ° �o,�' o�� �`� "� �� 10 r �sG -Fc G o o 0 9 0 9 0 h r P �i• / / z S�• �6'• 'O s G sz � `L �L �. �L o 79 °1° z I o I I I I 31 / F°� / 2Ss� �c `J�` / / //' / a F+`SGj I Ln 39 ,tc S6o I I BLOCK 7 �O / 8,3• °� °'� / i / // / c� s�, !o ,,, N ACHD SEEPAGE BED #3 // 80 pia. / / / // / u 0.5Q% Lu ft� / i I 1 1 10 9 /�� i 6 5 4 3 2 1 ���� // �`S�i ��' `��` / / ////'// L o can 2 O o / ' SS. O� �� / // +SS�S� I 2561 38 .c��Sbp I �� 0.50% �O� ACHD SEEPAGE BED #2 `����`� Lo ///' / �S '� 1�S r' t �'/ /'///// z s , / s, c A Ld , FG FG FG FG FG FG , I I L,<,�Ss / ��. °� �� / / / / / i/ Z s s s s o 82 t / / o \ o�ti o�� o � � �6� ��� , 0 9� 0 9s o 9s o 96 0�. i f / / 'i 2 \ Off— — 00 — Or°— oo — oo — oo `'� 1 S• 6 y // / zo +ss�s 37 ,�Cssol ED ti ti �. — `L `L ti - - IV —4 - - c - - - — — - - -° - - - - - - -- \ 099'c 83 BLOCK 1 °���' j' y j/ /�/// Q S �R o o , % / 4Q' O U BLOCK 1 2561 L� / � ' O 0� 84 o ss 36 .� s — N ASCENT AVENUE — — — — — jj �O �" W.i F+ �S �' Q� / �� —► f— // ?`S6 G' \ .� r'c3 DESIGNED: C. GRAHAM p o c `�� 85 SG O �/ ' DRAWN: L. HAASE cw 2S — — 2561 �S o — — ~ // 2s�2 '//'/ CHECKED: C. GRAHAM w F+ s� 35 ,mac S9 / , / .50' -�� ,��:- —O�' —O'� — �h - -6�, - -�o, ° -� , w F — - - - - - - - - - - - 2S X � \° 60 � `��• `9�i • � roo., �O• 60. Off. Off. 00. oa'' °� — � G� 2 � ? � .2: °2 60 �, 86 c^ 'r� � / '// '/ '// APPROVED: C. GRAHAM ° �+: / // / / 0 20 40 80 120 rLo cLo boo I I SS9 �c SS9 SS .�` SS Ss SS9 �c �' G C� 2 F F w �. c 9 c 9 c 9 c o / �, 2 / •• / / I I w I o ��. ems, So. sR, �,, s6o U F SS I �d 34 .c� Ss a / o / / / / ' �- 09 o c 9, / / ;o I I 87 / %j / / jjj/j%/jj/// SCALE: 1" = 40' PREPARED FOR: / 93 92 91 90 0 9• �' 1 / 2 3 4 5 6 ,SIN 8 Q 89 88 / /// / 0 a I°) as / ' /i '/i '//'/// PO BOX 593 33 .r,�SS Q / ACHD SEEPAGE BED #1 0.50% �`? I N BLOCK 1 0.50% co 2Ss9 °� F+ 4s 2560 ° 96 ,° W 1 N' N r' '� / i '/ / EAGLE, ID 83616 s a � BLOCK 6 I � I � �� // / / / /// ABBREVIATIONS z `�' DS ''2s`S c�SS9 �S �S �S / S '// / // CL CENTERLINE Lc> 3 �o soo �c s98 'mac S9� �c s9 �c s9 ,� 9�, s• ° ° °-G, >, 2 S S, T S T S �p S� / / / i // // // EX EXISTING GROUND Ff sops. 32 �o s /BADE a o' �' �' G• O I I -��F+J s• ��F+J-_ ��F+J,• _ - ���f ems/ FGFIFE FINISHED FLOOR FINISHED GRADE ELEVATION Y BREAK - - - - - - - - - - - - - - - - - _ _ J - I / // �� ////'//'// FL FLOW LINE _ — I // GRVL EDGE OF GRAVEL z HP HIGH POINT O � F+s�� I ° 31 c�ss9 I - -\ - - - - - - _ - - - - - - - - _ - � � 94 �!/ / '/i/'//'/// INV G• S• / \ u \ \ \ / ME INVERT N ZIMMERMAN WAY ® ® ' / / /j //////// ME MATCH EXISTING — — % — — — — ® \ RIM RIM ELEVATION N TRC TOP BACK OF ROLLED CURB V TVC TOP BACK OF VERTICAL CURB TOA TOP OF ASPHALT O o / I \ //////// j/ TOC TOP OF CONCRETE z TOW(EX) TOP OF WALL (EXISTING) � z N Z � / r - - � - - - - \ / / // // / Z O Q z w ~ GRADING NOTES DC > z V cn 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE 0 W 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON O 2 z w PERMITS PRIOR TO STARTING WORK. THE SITE AS SHOWN ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED U. m W Q OFF SITE TO AN APPROVED LOCATION. > 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF O Q v~i THE PROJECT GEOTECHNICAL REPORT. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED R R W p� _z BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH > V cn 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION DAY OR OPERATION. CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY O C AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. w v 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM I I 5' SIDEWALK a J PROPERTY BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL PAD ELEVATED 4" ABOVE BACK OF a cn ADJACENT PROPERTY. DIRT, MUD, ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM I SIDEWALK (MEASURED AT CENTER OF LOT) I Q W y DRAINAGE SYSTEM. Z 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF O Li SHALL BE EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC RECOMPACTED. SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN //.✓/.✓/.�//.✓/.✓/.� %\/%/%/%\/%/%/%✓%/%\/%\/%/%\/%\/%/%✓%\/%/%✓%\/% /.✓/.✓/.�//.✓/.�//.�//.�//.� Z THE CITY OF BOISE FOR REVIEW. ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND v APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY ° �o OF THE CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. 15.00 15.00' 0 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. �i�\��\r�\ LLI N GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS Ln CSW PROJECT NO. 24003 DATED JANUARY 18, 2022, PROJECT NO. b213331g. = APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS DRAWING DATE 01/26/2026 CD THAN 6 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER 16. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE TYPICAL LOT GRADING DETAIL 1 TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. o RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL SCALE: NOT TO SCALE C3.0 PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE v CIO REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION O TESTS. W 0- m ENSF�/V` ti o 16970 J 1-26-26 O N U) OF E M. N 0 20 40 80 120 U J SCALE: 1" = 40' U) Y O J L -wl (n U J O U O O I 00 T O O M0) O zo p 3 m m LLI 00 (n - - _ _ _ 0 - V O - - - �- - �- - - - - - - _ - am LL, 7 /1 - � 1 / ' - 2565 STRUCTURE TABLE / / / BLOCK 1 68 , s _ 70 STRUCTURE NAME: DETAILS: °1 BLOCK 8 47 IF // � 25 RIM=2559.40 , 4r'� 2S6 �2S \ ` 65 - - - - - - - ACHD SG TRAP #1-1 12" INV IN=2556.10(N) cf) rn N 3, 6g 18 INV OUT=2555.25(E) � I N SUMP=2553.25' BLOCK 1 48 49 50 51 52 53 54 55 56 57 58 59 60 61 N 2 h�a //• ® BLOCK 1 x / / 6 63 B4 65 66 ° °\ RIM=2560.49 w / i/ / 71 ACHD SG TRAP #1-2 12" INV IN=2556.10(SE) 67 18" INV IN=2555.25(W) o 1 ° 1 I SUMP=2553.25' a 45 2562 \ I ,, � � _ - - ° - - - - - - 25 - - -- - - - - - -°- -' - -- - - - - - - - - - - - - - - - - - - - - - - - - - - (D / ACHD SG TRAP #2-1 112"INV O INV IUT2253.60( ) o Z \ Cr 72 SUMP=2550.75 N zo f ' // Qv •// / RIM=2561.41 N WOLFSBURG AVENUE ® �_ Q / 12" INV IN=2556.35(NW) Z - - - - ♦- - - - - - \ \ �pQ- / ACHD SG TRAP #3-1 18" INV OUT=2555.50(N) 44 / /(� �- \ �Q 73 / r SUMP=2553.50' w o I / / ° �► \�,/ ? / // 2 256�/\ // ' RIM=2558.80 o z I / O - g - �- - - S6� ® CB #1A 12" INV OUT=2556.30(S) w / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - _ 0 / // SUMP=2555.30' a o of I 43 I / `/ \ \ \ / 74 / / RIM=2559.88 U M T ° I BLOCK 7 I / / / / CB #1B 12" INV OUT=2557.38(NW) o O z 1 \ ® / / SUMP=2556.38' o I I N In / ' // 75 / RIM=2557.77 `" I N 13 14 is 16 17 18 19 20 21 22 23 24 25 2 77 28 29 30 N N /. // ✓ / CB #2A 12" INV OUT=2555.27(S) Q ~ 42 I I co S62 / / / SUMP=2554.27 z N / / O / 76 // RIM=2557.57 J Ln I / CB #2B 12 INV OUT=2555.05(N) o #_ I N ACHD SEEPAGE BED 3 1 / / > '/ SUMP=2554.05 p / 15'Wx67'Lx7'D z / '/ / � U / 41 2S61 100-YEAR VOL=2,979 CIF77 RIM=2558.60 y w 0 1 �/ I N 1 SEE DETAIL 1 SHEET C9.1 / Q, / / CB #2C 12" INV OUT=2555.63(E) O ACHD SEEPAGE BED #2 / / �',S / SUMP=2554.63' Y ° 2 31'Wx77'Lx8'D �O / 78 6� / / w / RIM=2558.60 t80 LF 18 PVC ® 0.00% ACHD SG TRAP #3-1 p / , DESIGNED: C. GRAHAM O I I 40 a a 100-YEAR VOL=6,142 CIF O� " / / / / , / CB #2D 12 INV IN=2555.40(W) DRAWN: L. HAASE p I SEE DETAIL 1 SHEET C9.1 � � � ', ��,� � / / Li r- ` / / 12" INV OUT=2555.40(E) N I BLOCK ? ` ` 1 / 79 // / i� / // � SUMP=2554.40' CHECKED: C. GRAHAM N ±29 LF 12" PVC ® 4.51% RIM=2560.52 APPROVED: C. GRAHAM ±88 LF 12 PVC CAD 0.00% Co #3B " o / / / / / / / CB #3A 12" INV OUT=2558.02(NE) z 39 I I f89 LF 18 PVC ® 0.00% co SDMH #3-1 0 Q25-0.74 CFS 80 / / / / 1 1 1 10 9 '$ _ 6 N / 1Q100=1.03 CFS / / / / SUMP=2557.02 j I / 5 4 3 2 1 t13 LF 12" PVC ® 1.00% BLOCK 1 / /// /% " RIM=2560.52 PREPARED FOR: o I - _ _ - - CB #3A 1 % / // /j/ CB #3B 12 INV IN=2557.79(SW) F 1 LLC 2561 ^• I 1 `L� _ _ _ 2S6 " Q25=0.86 CFS 0 38 6 / 12" INV OUT=2557.79(NE) SDMH #2-3 - 0 . ±23 LF 12 PVC ® 1.00% Q100=1.20 CFS `S� % / / / / w 1 / � / // // / suMP=255s.79 PO BOX 593 " �T / 82 /Z // RIM=2557.59 EAGLE, ID 83616 � ` t33 LF 12 PVC ® 0.50% � ` � / '' / z �`O �� SDMH #2-2 ACHD SG TRAP #2-1 / ///// / 12" INV IN=2555.04(N) a 37 ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / // Py //////// SDMH #2-1 12" INV IN=2555.04(S) / O ////// 12" INV OUT=2555.04(E) f 10 LF 12" PVC ® 5.50% // / PQ�' / /j j/ / SUMP=2553.04' - 2561 - BLOCK 1 // \ GCB #1B N ASCENT AVENUE ±13 LF 12" PVC ® 10.00% - �CB #2D \ O / 84 // / �� //////� RIM=2559.15 Y 36 N Q25-1.67 CFS - - - - Q25=2.09 CFS - - ' / / ' SP i / //j / SDMH 2 2 12" INV IN=2554.31(W) 0 / ' / Q100=2.32 CFS G) Q100=2.91 CFS O / / //j/j// # 12" INV OUT=2554.31(S) Z � o o / " °,/ 85 r'S6, / / // // / SUMP=2552.31' O ±23 LF 12 PVC ® 1.00% / / //i / /j / ~ o CB #2C / / ////////j RIM=2558.99 N 35 - = - - - - - - - - - - - Lu / /j / 12" INV IN=2554.15(N) / - l w - - Q25=0.57 CFS - - - - - - - - - // / /i " N f13 LF 12 PVC ® 9.82% / / / 12" INV IN=2554.15( ) / � � � � � I � I I Q100=0.80 CFS ��86 � / //j/j/j//jj// SDMH #2-3 12 INV IN=2554.15(W) u U / / ACHD SG TRAP #1-2 BLOCK 6 I LA LA I 1 / / j 12" INV OUT=2554.90(E) = O wo / �� / / I I I " f 146 LF 12" PVC ® 0.50% S6� / /j j/////j j//// SUMP=2552.15' Z 34 / z ACHD SEEPAGE BED 1 ' Q / /// // // // LA / # 87 � � / / / / // RIM=2561.12 15'Wx81'Lx8'D I z 93 92 91 90 / �/ / i � Z Z 100-YEAR VOL=4,109 CIF 5 6 0, 7 8 Q 89 88 // / /// SDMH #3-1 12" INV IN=2557.66(SW) z w / ' h '^ / / / // // // 12" INV OUT=2557.66(SE) Z O Q �� / f / SEE DETAIL 1 SHEET C9.1 �h 0 1 • ° 1 / / /// // O J orf33 / / b I / N I I ILf) / /. /j//////j/j/ SUMP=2555.66 2560 3 / / N w f t 103 LF 18 PVC 0 0.00% � 1 1 I = I � �� ' 1 BLOCK 1 // / ///// / � ~ W / ±21 LF 12 PVC ® 1.107. / // // // Z �_ ACHD SG TRAP #1-1 I 1 / // / iL i Dui CB #2A CB #2B w V " Q25=0.50 CFS Q25=0.13 CFS 2559 Z a12 LF 12 PVC ® 1.67% I C ,/ ," / // /j/ Q w I : o Q100=0.70 CFS Q100=0.18 CFS - / / /, ////// /// W m W / z D - - - - - - - - - - - J �� / /// 2560 CB #1 A I - - - - - - - - - 2558 Q25=0.53 CFS W z �1 Q100=0.74 CFS - - - - - - - - - - SDMH #2-1 _ /0�" t2 LF 12" PVC ® 0.50% / \ N 2S6 2S6o\ I I //� - - - u AVMNb'W213WWIZN - - - - - ®® - - - - �- _ _ \\ 94 // / /�// / O LLI o / 2560 KEYNOTES Q Z w / 1� INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. U J_ U O W N O N CSW PROJECT NO. 24003 0 DRAWING DATE 01/26/2026 0 w/ W C 3 . 1 cs oNAL Li KEYNOTES N 0������E SFo = 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 0 � PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. �cbx 16970 z ° 2 ry`�� ��' 1-26-26 20 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD ° SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". R=20.00 I �' a ° O�gTFOF`OP PAP F15 t7ola 2 ° A. ENE M.GFZ 0 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ofir° Lo 0 2 0 20 40 80 120 o J ® INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. ==611 1S ^ �SS�9 ��, ° s� ��, �- ° HORIZONTAL SCALE: 1" = 40' 'n 5 INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. 1• w cn I� 00' ,�' �,� VERTICAL SCALE: 1" = 5' W SANTA FIE ST �h`° 0 z� SITE KEY © INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. - J- �G - 1"=300' O7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. �S W LL E o • r 0 0) 509 ro S ID J U �° h � ° Ln 00 WO ���� I ��O Lj i 1 C) � o) e O ° ° ° Lo 2 m LLJ /\ c�iJ R=20.00' 2 0 o ° a - @) o S 2 w s� (� / m E ww 6�. / // / ro fu wssr• w S D m m �. r. °' r ° U ° 5 Z 4 w N X INTERSECTION DETAIL w SCALE: 1 "=20' O W o cn w z N O O I cn — — o o BLOCK 1 z 0 \ \ U I BLOCK 1 34 w 0 � � N cn 1 35 z 36 \ < SEE SHEET C4.2 1 31 32 33 37 \ w w 34 o Q I 1 I BLOCK 6 7 I > I 35 38 39 40 41 42 43 44 \ � � o� 3 I ° I 7 36 _ � o z 1 I 4w I °o° '4°°6 °ono �o^ 0 3 7 LL Q``' o a h`' o' �o� �'— `' o h o o W O O V O Y c� C� (� (� V Z U o y �o - a 0 �, Z � W o ,,x ^ Q I hho °x —�h°�'pox ��,o'pox moo, oxh_ v 38 39 �r r O rn M rn N > U I h x to J u`r?w m ,n N ^°` o, �� ^i° ^� e ° 4 5 uJ p I U `8 ��A� z �. h �� ,� O W I•j/ u�'c,� zo,"� o`� o N 9 — \ �. xry �.3 \- �� 't0 S S 'S �O pc O o Q w s o o � 6 ti W OP a < o g co• ., o o . . —a— — ,� � w ^�• 10+00 3 ryhh ^a�" �° STO N N N N \�' ryx DESIGNED: C. GRAHAM J O ZL4- - - - -M N- 2 OS W TOPEKA ST-B (6 4 R-200. 0p o m h� x���1 G �G1�, 46 DRAWN: L. HAASE �; `so 8 so 1 0p. i •� tih �` 66 RG 0 11+00 o m 12+ a h� °. BLOCK 7 2 \ s N m(�\ o °oti ��y�y° �11� - - - - 5 O 3 - — 0p �h6'� ,Lx CHECKED: C. GRAHAM s� ,�.x° 60 xo yh 9°y G Xo o ® W TOPEKA STREET N �� G Li a 11® 2 ® 1 O °"moo '?r,' ° nj�\ `� tih ���h' ,�O .,off 2 R\ z 1BLOCK I 0+00� W SANTA FE ST -oo 3 11+00 0 m ® I 1 I ° X�� �c 2 V 1 ti9 6p091 2 ��a s�os e G A�oO �h �h. I — r' o - f— W TOPEKA ST 'L`'� O O .— Nm s I ss� l a � x0 — - - - - - - 12 — - - - - . o�. PREPARED FOR O 1 1 SD SDI ,O •6s o S 2 0 3 .— 0 �G / Oxs� �C O `�` Qs xA - ' l �p�� G O ® W 9k'I �c�6 = 47 1 ACHD SEEPAGE 0 2 2 �L O O cn o �O �° ° h° �° BED 2 � I •so'oo �' 6 1����� a� °R- z ��.. �3 W 2 zy6 I G �s�, I a w ^ � �s° I F 1 1 1 L LC y� ,� �. 1 # ,p �, x� o° ii V1 e R qo o Y u o G I �'�I PO BOX 593 w °x h�A 4 — — — o — '. �0�0 7 I ' p°v'�'` h6°' o o — — — — — 0��p`o 1 `9x s 1 1 �i 3 h6��� 1 1 �� R9 tih z hh 0—� M I I '* .I�° — ox °o• s� '�� v, 13 �x a xs EAGLE I D 83616 Q w �" h°Q` G SD Q I ACHD SEEPAGE �i °6 hQ ��' 2 2 6 �`O, 88 4jr�' ' W 6'6, c ' z I C7, �"'o BED #1 �tixg� yti 5 w 3 I ° '�' Q 1 `� 48 '? 93 tihh o w �h a I 1 a I I o J ' I i I i w °° 1 BLOCK 7 BLOCK 6 I W 1 10 14 1 m W IV 1 I I 1 U 1 I 1 J co z 1 1 BLOCK 6 3 1 Q 4 I Q BLOCK 7 J I I 49 U— BLOCK 1 92 I I I I 1 ` I IzI'll z 1 1 .. I Z Q / la. I 4 [ I la 1 i I 10 5Li I F_ L I : 1 9 15 I .. Z co SEE SHEET C4.2 J SEE SHEET C4.2 SEE SHEET C4.2 SEE SHEET C4.1 V N 0 0 Z w 2570 2570 2570 2570 2570 2570 Q Z o W Lo -------------------- ------------`D -------- to Z w z EXISTING GROUND L 0 OO --------- ------------------- ----- + --------- aO -- ° Ha O 5 - - - - -- - r) (:5 np - - - 050%-- - --- i Q�aIIII co I — O O 0 NU -- M 0 ------------ ---------- -------------------- - ---------O ------- 0 > ---� O M � N OW rrn J O oFO + p LoO co - 2565 Lr)2565 o ' a- + 2565 EXISTING GROUN UJI 2565ro 2565 2565 + � OLn - �n W O + O' � � V r ¢ II >on N w O � o � - 5 1I Nw ' Q J f >Q ~ JNw � o W s 0m 1— C14 \W + �+ + r0 cn NQ IIw a -J Na c QO cnC) ,n II n N ---- ----------------------------------- a ----------J Q ILL] Lu :2 �� � to a II w cUn n W v _ J n W EXISTING GROUND > _> 5; 5: NN cn w - —a L -------- 'a w ------- ------------------- ------ --------------------------------- -- ---- 0.50% g a > aa "L w wn w s w c ---- --------------- -------- ------ --------------- ------ WN (L j ---------- - -II --- II J ------- fn 5N Q - - & CL - N-5;--5;---5;-5; a a_ --- _ 0.50% > - -- S5 >-�2560 a 2560 2560 0 % -2 0.509 2560 2560 2560 Q �Ja- a a � Nrn co'r -------- --------- ------------ ------- --------- ------ ------------ -------------- ---------- cf) uj ce Z cD7 N ------- ---- ------------------- 0) NNI.7I N- +� +coo FINISHED FINISHED GRADE +In _w--- -------------------- ----------- --------------- or 1; o ________ co co Ocp oN J -2.00% o o N +`� w o Q, -------------------------------------------------- -------------- -- --------------------- --------- --- +o,----- +� N II- w ELI � EL 11 0 �In 0Lo Oil 55 N �n J a-J a 2555 II � 25 w 2555 w aw N a+^ aFINISHED GRADE 2555 II 2555 o --------------------------------------------------- w IIJ----- mJ J --------------------------------------------------- L�1.L Y N ----- ----------------------------- -------------------- -------------------- ------------------------------------------------------------ -------- (% - II W W W W -d A ------------------------- -------------------- -------------------- ----- --------------------------------------- Q (f) 2550 2550 2550 2550 2550 _ _ 2550 Z O O 00 M O 00 N O I� n O> h M c0 Or n I� 00 M 1� M N 00 Or M J_ (1 In N 00 f` a tLl N 0` co co N O 00 06 M 0° M M P M 0 0) d f` � If) n 00 00 00 00 Ci 00 Oi Oi Oi Oi O Gi O Oi O o;Oi w U) w to (o (o OD w O w O O OD OD IA IA In In In In In In N N N N f0 IA f0 In f0 In IA IA IA IA IA IA to to to to to I(1 IA IA U � � � � 0 c c c � N N N N N N N N N N N N V N N , ^ N N N N N N N N N N N N N N N N N N N W � 10+00 10+50 11+00 11+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 16n CSW PROJECT NO. 24003 DRAWING DATE 01/26/2026 W. SANTA FE STREET PLAN AND PROFILE W. TOPEKA STREET PLAN AND PROFILE W. TOPEKA STREET PLAN AND PROFILE (CONT.) — o STA. 10+00 TO 1 1 +75 STA. 10+00 TO 1 2+50 STA. 9+25 TO 1 3+00 W C4mO KEYNOTES 0 10 NOT USED THIS SHEET. R=20.00' ° / ��J/ z 16970 0 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD ti / / / 1-26-26 �j SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". v 2561.90' 03 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 'PQ LG LG / ENE M. cn 0 20 40 80 120 cn ® NOT USED THIS SHEET. �9� ° 2562.3g� / ° U \^J O5 NOT USED THIS SHEET. ° 10 /J / ° 3 / HORIZONTAL SCALE: 1" = 40'co 'n Y \ N -1 N °° VERTICAL SCALE: 1" = 5' u� © STORM DRAIN OBSERVATION WELL PER ACHD SD-627. \\ 2 0 SITE KEY ° 2562.23' J 3: n w Z Q7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. \ �/ ° ° 1"=300' LG /co/ a � o Q � o ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710C. SIDEWALK TO BE 6" THICK ° 2562.70 \L D y J AT DRIVE APPROACH. ° LG R=20.00' /r 0) \ ° c N �, ° L1 N C) _ Go m 0 ° v R=20.00' �o z ° X Q 0 \2�62 60 ,° ° m L cf) co 0.5g N -1 m E ° ° ccoo a m U O w ° ° \N 2 ro fu z L.-, w ° U 2562 r �9)9 ° La H. cnLLJ 77 2° °° N J QA� x w N 0 INTERSECTION DETAILuj SCALE: 1 "=20' w Z N O U V F O � O / BLOCK 1 ti�OP OR,� BLOCK 1 68 // / a \ o Lu 47 I / U o 20.00' EMERGENCY o N 46 ACCESS /. /48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 Z 65 a 66 / a 1; w Q W ca.o 67 I a i d Z O G O G G G �U-' d� O0 O O G O10 G G G O V G G G I p Q 45 cn U Off. — 0 O' Oh pc�- 00 O. ^� 0' 0 �. ^� D' <b a ty �• �p O• ^� �• G / oo� .ryx o� ryx O� ryx. O� Mx a o� ^�x Oti' x ry' x—�i ti: x ry x �• xry- 1 — ti O- — "� ^�- 4i co- — O O- — - ti- °� h O .ro cb� 10 W w x ° �, '�`�,� '� �,4i '• �,`'� '• - 'ty� �.h ^"�' 4j`O '�O`=�° •4j`O �•�`° 4j�O �.�` •q�O �.`'� ' tr�`O �.``� ' 4j�o ,\h -< ��o. ,\to �0 0 �o �o ° �o, ro _ °. ro /� ° �o ^ �o. O DESIGNED: C. GRAHAM TRH O 13+00 m +100 o 16+00 om0 p 15+00� _ _o 17+00 °R, CN6 U ^n M DRAWN: L. HAASE I� �m 7 � `0w 44 +13 N WOLFSBURG AVENUE N � 22 2 No +�' CHECKED: C. GRAHAM 1 M LLJ2561.28 TRC /// is `'s `'s c'� `'s �S v �s �S 2s cis `'s �' r' �' �' c� R\���0 7 \ Q a' 6% a'i Or, Or, APPROVED: C. GRAHAM `� Ax _a -'�x Id _O N I 0 C) 6,�C� 6, C� N 2 7z O e? �O H 22g t9 t9 k �n U N �t9 6'� d'�9 O� 6'� O� �� 6'� 6, O 43 >>�9 etc ass , N Q w 18+49.04 / / PREPARED FOR: ,� o° 0 25e I �,X '� 0� 2562.80 TV, ® ,goo a F1 1 1 LLC w 1 I 1 9 2 / ' �' z PO BOX 593 of 2 N EAGLE, ID 83616 13 14 1 5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 13350 R y 3 0 � // z 42 I I 2562.3, Q I BLOCK 7 7E U BLOCK 1 I Y i BLOCK 7 6 1 �O O / Lu J i O J 41 77 0 3 a12 // .l // Z O I LII _ _ _ _ _ _ / / 78 Q �C cf) SEE SHEET C4.0 SEE SHEET C4.3 N 0 2575 2575 = Z U 0 Q o � Z cn Z w ---------------------------------------------------- � 2570 0 2570 O J + * 0 w � --- co N� � Q V Lu _ N --------------------------------- to + N _ > ZC > ao+ -------------------- Lo ----------------------------------------------------FINISHE GRADE --------- -------------------- -------------------- - N L- Lo Q IIN II N LLI 10 ---------------- ------------ ----- -------------------- -------------------- -------------------- 5 o 0 w LL LLJ 2565 - :2 2565 LLIw > ------ � a� a �' _ ------ O ----------------- ------------a ------ ------------------- ------------------- ------------------- -------------- 0.50% -------- ---------- ------ -------- ------- ———------ - -- ----------1.71%- — ----- uj m cn - - - - �7. rn� J— ---------- ------------------- - _---------------- -------------------- -------------------- -------------------- ----------------------------------------- ------------------- - -------------------- ~ 2560 I co� ---- 2560 A� --------N�- ----- ------------------- U w ------------ +Lo +Lo ---- li O J N� (6- -------------- -------------------- EXISTING GROUND 0 aoN �N ------- co - - II II (�J +N N 11 N F-w dW W \ -------------------- -------------- -------------------- -------------------- ------- -------------------- --------J �w -- U w ------------ a ---------- ----- ----- ------------------- --- ----------------- ----------------- ---------- ----- ------ ---- ---- w 2555 2555 0 T M OO M Oi N O M O> N OO M O N d M tq CO M .-. N OO N No) Z t0 N 0! OR NOR O h N 0> M N h 0) h M 0> N O to N N N M N M N M M M M M M N t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 N N N N t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 J N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N � v v v v v v v v v v v v v v N 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 W Q 0 N CSW PROJECT NO. 24003 N. WOLFSBURG AVENUE PLAN AND PROFILE DRAWING DATE 01/26/2026 STA. 11 +50 TO 1 9+00 0 W C4m I KEYNOTES E SFa 0 10 NOT USED THIS SHEET.ft� ° a z 16970 w 20 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD ° 1-26-26 C) �j fl_j-A SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". wT a° 2 �'� �O Op � qTF OF 03 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. Fkq ST ° a g a° ° /ENE M GAP (n d 0 20 40 80 120 cf) ® INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. \ R=20.00' U 2559.71 °°° 05 INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. LG ls� HORIZONTAL SCALE: 1" = 40' 'n J 6; �9-a W TOPEKA ST VERTICAL SCALE: 1" = 5' u� Y © INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. 0 Z SITE KEY �o °oo! Lo °�� J w 1"=300' Q7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. O Lo a �9 N i R . �G —w E O / 2 °°°° gig 3 D a) 55 c /R=20.00' 2 N a L U rn au N w �• O0. Lo a 0 ul C) c 00 m o O a o N V �,G ° M °a a 7 a XC) c � zo 2 �S �' 9� m L 6 O rn c�i� S9 �c o' ° - " 0 g 5 90. °°° a 0 N �S 2 E LLJ r- a w 9- a fu Z L w °a u1 W d ° U , cf) a w Z x N Li INTERSECTION DETAIL SCALE: 1 "=20' < o cn z w o z SEE SHEET C4.0 am c I I- 12 6 40 I Y BLOCK 7 /Ln M I ' I / \ q z 0 Of ��` i ���� i �� i V O z BLOCK 1 O I ACHD SEEPAGE BED #2 ACHD SEEPAGE BED #3 // Y 6 31 / y W u o 39 I I 4 /� �P w o ` BLOCK 7 Z N z I C) 11 10 9 8 7 6 5 ��`�A�� 4 3 2 W z F 38 I o� l z 'A / 9*66.1 h� I 6 U `� �� ?S x� / J 2S6 N Q w `� 6'p 8V li O 0.36 C� C) G V o Y V V G �� `CIV �`� TY77 8 T O °' /� (o + (n µ h O `fix `kx �x Xx �S `� O _O 9 f I I a ` h �• ca n rri h' �. ,�. 2 2 ! > > ! x O 2.0j x- — x- — a ^� o ~ 37 ? ® o' o, o' o o� x- -�; — �S s9 _ �S O D= s F6p 30 n?O 3 �O `� `� N o N 0 24 93 R x00 �,cc �c �c �, O ?S6o w 2599 9 2 0 m 11+00 0 --► 12+00 N ASCENT AVE 14+00 0 0 36 /,' .IRO N \ 2 7 5 N , o ---► 7 7 5 13+00 2 R 1000 2SS9 / Ax)8 �c DESIGNED: C. GRAHAM 2 2 O 2 �--- 0 2 96 2 DRAWN: L. HAASE w N ? SS9 RxS �'C' 85 j / o N� N�� N� N V tNu N� U 2SS 2SS 2SS 2SS ASS SS9 1R 1s. ,�9 'G CHECKED: C. GRAHAM N a cP cP 9 B 9 9 y SS x �i 'oO — o �- — +o '-�_� - 'w- — (O ? s �S �' �S O �S A �� - Rx ? APPROVED: C. GRAHAM N o `° = ° ��a— (� ?J CP �D N U O ,� tVx �Qi' I I 2S S9 �O 91 C 1 C ?) O `> 86 _o o o � � � � � � � C + � N � C � � 11 c, I SI 8 8 s cs N c0 i0 cfl N Q w tG i 6 � / O� 0 0 x"h� xs� �� PREPARED FOR: 0 / $ / \ N S�N�,'�'��w' o 6" 87 F1 1 1 LLC 2 3 4 5 6 7 8 I N 93 92 91 90 89 88 PO BOX 593 / I ' LL I EAGLE, ID 83616 Q oo' / ACHD SEEPAGE BED #1 1 BLOCK 61 z C) Q BLOCK 1 / N I u I / II I p Y I _ , Z � SEE SHEET C4.0 SEE SHEET C4.0 LLJ `f) V N J > 2570 2570 O O -------- -------------------- ----- ------ --------------------------------------------------------------------------------- ----- ------- -------- ------ ------------------------------------------------------------- Z V, oC cn Z z ---------- O -- --------------------------------------------------------------------------------- ----- ---------- ----- ------ --------------------- - LLJ ----------� + p -------------------------------------------------------------- N - ------ -------------------N Z ---- - --------------------------- � 2565 Y II I N w + 0) + 0 � 2565 O .mow z 0- J li N Lo N LO ---- �I N V---------------------------------------------------------------- ---------------- --------- w O (n w Q II N II N Q II _ F w - . - - Q - ----- N -- ----- ------------ H J z z— > EXISTING GROUND ------- --------- (}' CL Q (1) w 5 ; a a a a W 050 --- --------------------------------------------------------------- j a .. O 2 J 1.00ca 2560 % — 2560 W - -0.50% — F — = ------- ----- --- ----- ---------- ------------- ---------- ------- ------- 04 ISO N0 �� M7 W v, (n (p 6 n� 00 O / -------------------- ----- ---- -------------- ----- Q +Lo +L �p N� ---- 0)N ON -----------oi0i- Ot �N — --------- --- -- -- ------------- ------------- ------------ ----- FINISHED GRADE �N J --------------- � 2555 0-J W N N II J a w 2555 - - II Uw U --------- ---- --- - ------------- ---- II J a ---- - ------------------ ----- J a w 12" STORM a L u --------- ----- ------ ----- --- ----- --------- ------------- DRAIN CROSSING Y --------- ----- --------- -- ----- -- ------------ ---- ----------------------------------------- ----0 ---- - ----- ----- ---------- Q w 2550 2550 O I- GO d M N w M O O) M .-. 0 d M M w .-. InM CO N N n M N W 0) M t0 Of O O O O O Gi O) O) O) 0) Gi 0) O) CD O) GO Gi Gi Gi O) O (o <O <O <O <O � � � � L0 � W) � W) U) U) U) U) U) U) (o iA J N N N N N N N N N Lc) NW) N � N N N N N N N u) _ N N N N N N N N N N N N N N N N N N N N N N U co 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 W 0 N CSW PROJECT NO. 24003 N. ASCENT AVENUE PLAN AND PROFILE DRAWING DATE 01/26/2026 � STA. 9+50 TO 1 5+00 0 U o C402 KEYNOTES 0��� E SFa = y 10 NOT USED THIS SHEET. 6970 O w 0 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD 1-26-26 SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". O U O,A/ TF OF 03 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ENE M GAP cn 0 20 40 80 120 ® INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. U 05 INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. HORIZONTAL SCALE: 1" = 40' 'n Y © INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. VERTICAL SCALE: 1" = 5' u� Ze SITE KEY O7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. J w I,I o J >� 0 U O� O Q) L� L1 N O f*1 �_ M O of X zo O rn coL cn 00 ((n O � c' o am E � w ra Li z U (Z' rn W W X W w H Q p rn z SEE SHEET C4.1 o \ 68 N \\ 3 28 \ �.cf� \\ 67 �� - - - � \ z o O \ '� z V \ \\ GEC \ \ �Ss�/ ti \\\ a w /3, 29 \ ° 9G \ ��' S9. W \\ ACHD SEEPAGE BED #3 - BLOCK 7 F / , I u M U O LLI \\ /�j` �Q w 0 z = \ 1 -= 30 \ \moo / o o �oL�o� N ID LLI 9.S` °` xo 31 - -- _ S�x9 I ' \ ^� o 45 f ° �� ,\°� ® w o -- -_ ¢w 6? 0 8 � 0 Ni ^M� h6 �x TRC ui 6 0 3 's �o� I 1 11" I~ 04 ° 1 pro 2563.85' O x0 hh .\� — hCb �W od My r+i (n ? x� I C' I No + p� R20.00 70 U ?C 2 1ak00 [) 2563 74, Lu 41 s w 2559 ;6'I� O R��OpO ~ 15+00 4 0 m 16+00 0 3 �— 3 17+00V 0' r I � 2 r N S63 .� DESIGNED: C. GRAHAM p 2559' \6 0 ~ 5 N 0° N MIDFORD WAY rh F R=300.00 w x� `L6 ��� c� r'S6, . �jSSs/'8'A c DRAWN: L. HAASE cn g9 x9s 71 CHECKED: C. GRAHAM h �� �— — rO '�� 0 0� ~ 1 1 O •. �_ >Q,11,-k i9 89 x � — x '\ x�p xO x0 — D� y > E z� � �`L � N, — x . x ot - • M — — - �, APPROVED: C. GRAHAM 6 6 6N cs '�0 88oQ w ^ ti o 72 C) o -J 73 BLOCK 1 PREPARED FOR: 74 F1 11 LLC 87 86 85 84 83 82 81 80 79 78 77 76 cl- PO BOX 593 � ' � � EAGLE, ID 83616 LLJ z U / � J i i / O W F- O V) N J --------------------------------------------------------------------------------- ------------------- ---------------------------------------------------------------------------------- V > ------------------ ---------------------- --------------------------------- --- - UC5 w 2570 I N+ 2570o >o c oc) ' c0 Q w Z c� N V) 0 c Loj IQI N H -J J V I Z Z W rn m N w ---------------------------------------------------------------------------------- -------------------- -- ------------------- ---------------------_ H J U Z O Q O n Q N N w H J J > > d CL (3r O rl o N w 0 a C = 2565 �+ Lo EXISTING GROUND a s 2.00 % 2565 V J N Z � ------ as II -------------------------------------------------- --- ---- -1.00%- ` W p 0 w -------------------------------------------------- -------------------- ----- _-_-_-- _- - - ----- ---- z — �� m U ' LL w � a 1.00%- - - ° �; ------ - w co i a6 ri > J O rn _ C) 2560 — — — tO 0 Lo +(D +(D 2560 0.50%- - _ - - toc��co r,N ooN — — — _ -------- ---------------------- +��N III III z �� ----- M� -- FIN-----------v--- ISHED GRADE-------- --- �III ----------- aw aw ---- -------------------- -------------------- a� a w ON 0 It 12 STORM F- o rn Q N DRAIN CROSSING ------------------ +N ------------------ J ---------------------- ---- ------------------- -------------------------- -------- - Ld� J 2555 it �' 2555 a a Q w W ce Y ____ 0 2552 2552 m L.L M M n rn N n o�ao a a or rn a M rn n ry N 0) to o N W O1 O1 O O O O N cV N M N M M O Q O O 0iL1 0t0 0 0G 0 0t0 t0 t0 t0 t0 (0 (0 0 0an an inW) inW) inW) inW) toW) O O O O O O O O N N N N N N N N N N N N N N N N N N N N Z J_ 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 1 U 04 W N N. MIDFORD WAY/PLACE PLAN AND PROFILE 1601 CSW PROJECT NO. 24003 = STA. 1 3+50 TO 1 9+00 DRAWING DATE 01/26/2026 0 C G 0 w W C43 NOTES KEYNOTES N � E S 'tip ft�0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE Q POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 6970 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. J 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cPj -26-26 0 v 2. SANITARY SEWER SERVICES SHALL BE TYPE D SERVICE CONNECTIONS PER 00 OF ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0 20 40 80 120 'A/NF15NE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD I DRAWING SW3. HORIZONTAL SCALE: 1" = 40' U VERTICAL SCALE: 1" = 5' 'n Y J LI# 0 Z SITE KEY J 1"=300' w _w � E U 0 LiN LmnM O � of X zo 0 rn mL ccf)i� O - " o am E � w fu LLJ z U W' (n V) W W X W W H Q p 00 C� 6 31 32 33 � 34 BLOCK 1 - � - BLOCK 6 I U 35 w w \ 1 IH U w U \ of uiw O ' I I Of 7 W I NNE No � N W t U W 36 37 \ z 11 V) 3 + = � 3 + = Lo Wo a tw'otnco > 38 39 40 \ Li � Z � Z U)11 p V) II c9 1 wrn � N �4 � N� °'rn v I w 00 �- + ao 1 42 43 U Q 8 w - � W > � wz az > + = ,n �co � � > w w w w w w w 44 w o az az > (n II c� II w II � � _ — N It U) i �N J _ s W Z W� H N w� II 0' N U U U U U U U O �toJ — N II c9 II 3 + = � N� � r) > > > > > > > \ � W Q / I Qz > WmHN Lon wcoj� of co0'c�p 0_cOp O'cO0 O'cOp �Loo \ N 2 2 z Qz II 't4 t o- o- o N oo N o� � \ > w II ao � r� � � �t 4 � co N �f � OIt0) � �ro tjv z z BLOCK 7 v~i _ cn F II W °o A ''�o c�i N cn°' 't to cwn°' oo Vw o' N �w o' co w rn w ao w + II `n w + II � w + II w + II ,`ij w + IIui w + ICI to w + p 6 �i� \ z (nllc� o o ^ N N w H N W H N W — N w N w N � Z a 1 - � z � wo � N i3� � �n 3 = �n 3� = �n 3� = �n 3� = �n 3� = � <v� d. ^ 45 w w — vN -iZ N II c9 II NQZ II NQZ II NQz II N II c9 II N II 0 II cn II 0 II ^�/ �, J 9 - Hw > - F- wz = � wz - � wz - Hwz - HwZ - � wZ // CAN az > > > az > az > Qz / cq �G o - 8"W O — S b 1A, (n J Z UI J _ N J _ v N J _ �(n J _ "t V) J _ N J _ �./�Q= // w �'V 7-OP 0 - SSMH A-8 EX W SANTA FE STREET o' s I EKA ST 2 `� ( ) SSMH C-1 2 2 x1 O o Q <8"SS I i ' SSMH C-2 1 2 2 5��� ��',, z U 10+00 I _ - \ 9+00 �8 R� Sip, Gt1,�6!L w o 90. 5 S o< 156Jo�� 4E o DESIGNED: C. GRAHAM o — 94 z SSMH 1 - - -W TOPEKA ST - DRAWN: L. HAASE Q �o <s"ss w - - XOp 11+00 12+00 SSMH C-3 j o , , I ,9, p CHECKED: C. GRAHAM LLJ I 93 BLOCK 1 0 I BLOCK 6 e • ' APPROVED: C. GRAHAM o BLOCK 1 - - N 1 SSMH D-4 o^o co z 2 BLOCK 7 > PREPARED FOR: (� I Q 92 cn - - [ Q 1 1 13 F111 LLC a_ m PO BOX 593 3 z G J EAGLE, ID 83616 Q 91 Q 0 - - 10 14 � f A d Iz z U J J Y 0 Z O W w 2570 2570 J N ----- --- -------------- ------------------------------------------- V O v ------ ^------------ ^:'-------------------------------------------- z 'm -------- ---- --------------------------------- --------- -------------------- ------------------- ----------------------------------------------------- ,� = O 0o � Q, 00 2570 Z z 2570 Z 2565 Lo °�' ad %o � N 2565 N o o tO Q s °D Lo ao o. `n II ,� w rn rn L z Z W'LLJ �O N N N N j -------- - v -------- 3.Zi 0 ----- '-00 t 11t N O -------------------- -------------------------------------------- W o II ~ I + Lo Z -------- - rn c° L0 � ----- �co 04 1 J Q o ao o 0 EXISTING GROUND O� N N N a I Ln p ao � NN cow II II O - o lI N Z _Z ,� Lo --------- -------- -------------------- ------------------- M� Z Z V II o0 N o. Lo � N I + co Z N > > U Q � C N N II W = II Z Z NH —= s 2560 can II - _ (n(n °° °° 2565 N N N � N '�? II II = U N > > > 2565 N N ao co 2560 i� II = M rn z z p EXISTING GROUND = II II z z z > Q rnz_ o I -um)F_ -------- U a+ Lr)0 > > ----- - - - -- - - _ - - m II z z �Q - - — O G CL --------- ---------------- ------------------------- ------------ - --------- -------------------- ------------------ -- --------------- -- W (n H a s (n(n w 00 00 _ __ W --------- ------------------ oo ft� 2560 _ - -- 2560 ~cf) 2555 FINISHED GRADE 2555 W Q z -------- ------------------ ------- -------- ------------------------------ -------------------------- ------------------ UJ Lo -------- ------------------f ----------------------------------- ---------------- ----------------- 8" WATER FINISHED GRADE ------------- O �_ Z - - --MAIN CROSSINGS C3 --------a 4------------------I-------- a J � IA f � 2555 -8" 2555 J Y 2550 4L=106' S=0.42% D=8 2550 = ------ - ------------- --- L 213' S 1.33% D W W r- ---- L=75' S=0.62% D=8" Z -------- - ---------------------- ------------------------- -------- --- ------------------- --------------------------------------------------------- W W REMOVE EXISTING CLEAN-OUT AND -------- --- L_62' Z J CONNECT TO EX. 8 SEWER MAIN. 2550 S=0.42% 2550 j 2545 EX. 8" INV=2548.99' (FIELD VERIFY 2545 D_8" 0 -------- PRIOR TO CONSTRUCTION) --------- ------------------------------------------------------------- -------------------- -------------------- ----------------------------------------------- C140 2543 10+00 10+50 11+00 11+50 2543 2548 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 2548 W N CSW PROJECT NO. 24003 ~ DRAWING DATE 01/26/2026 SEWER LINE A PLAN AND PROFILE SEWER LINE 'C' PLAN AND PROFILE STA. 10+00 TO 1 2+00 STA. 8+50 TO 12+50 o W C500 cs m NOTES KEYNOTES o� �,�GE S 'tip z O 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE Q POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 6970 m ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. J 2O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cPj 1-26-26 O v 2. SANITARY SEWER SERVICES SHALL BE TYPE D SERVICE CONNECTIONS PER — — — — — C)� OF \OPT Q� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. _ 0 20 40 80 120 'A/NNE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 68 2 4" SEWER SERVICE (n a°DRAWING SW3. STA=15+95.82/ 9 70 U LENGTH=64.49' HORIZONTAL SCALE: 1" = 40' J INV=2558.76' VERTICAL SCALE: 1" = 5' BLOCK 1 y 4" EWER o Z SITE KEY STAS 15+95.g2VICE 1"=300' LENGTH=42.50' J 3 . INV=2558.64' 71 Y.! o 6 >� p 4 SSMH B-6Ln 00 a in sr SF rn o a� v �F �S S R� o m m co O 2 0 /N�2S 3'S(9 /cF x �O�-� 12 �1 S8S638, 72 0 ,,; m N �`O L STq SF� m 0 0 @) N 0 mw �Fc xis w0 /ti�N TyS 80 F�� mfu m <FSg� 4 2SS 33 SS /cF fu z RC & 2 sT sF .1s oo' Lij "SSMH D-1 �.`° (F� SSMH B-5 ��S F,p 73 u 1 /NV CTh'\X`S7 SFR� (10 LLJ90' /41,0- `Sx S 74 w31 1 2 R, 2S)��2Ss�'�icF / °' SSMH B-4 �F,y9��Fly o / �G�2�y\Sxo'f'S 75Lu Rs L�5 iti�tic� . o (n F Lio ' xoo 2 s 9's \\�ss�\`��SF�,G 76 / o N 0 co BLOCK 7 SA3 ``�sy\\ Xso s� / cn BLOCK 7 o��,'�' 77 / 11 10 9 8 7 6 F N �� �� 4 3 2 1 �� 2 �A'' x��S� Ld z w c) C) 0 C) L) L) \ w w w w L\ GAT �x 'A / a U w w w w w w `� ` �O�cO i�Fti �F�F `5�.Do 'QL� 78 o w a0 > > > > b > o c� c� c� c� 1 .ems\�.9 `S' u r1 WOO W O W O `� `� I�p Iv' I�' 00 1 S S `� �t��'A 79 / o- o o- N 0- w� w� w.- o o _ o y s L / cn o I— Ned O (n^ N� rn NNoo cn� oo cn� o ^ \ Wmgrn WM o W� �FN Word O �L G�\\��L 6' 'O 6' �� w o d: d o ao Sri o \` �y\\ x6;�S` BLOCK 1 N (n wo II ,n w�`� II U)5 + II w00 II � w� II Lo of p \ w00 d of 4 w + p , of ICI x 2 R4 z 3 + = ,n 3 + = ,n3 + = �n 3 + = ,n 3 + = ,n 3 + = ,`i w + II w + IILo wrHN WOOHNWOOHN w°OHN wO� H 302in 3� 2 � 3� 2m 3� 5 � ` '\ �`S'�y S Sss��6'�tc`,QG 80 (n II c� In II c� (n II c� to II c� (n II cO N (n� c~a 04 w� � N w� � N w� F- N UJ 04 (n Q z II Q z II II II II II In II c� (n II c� (n II c� (n II CO F'L `��� '°o ��' / a L G' F �- F z ' � w > _ � w >= � w > - � w > - Hw > - Hw > ` Qz II Qz II II II 'y / w z z z z z z z �� ` _ � w > - � w > - � w > F- v d (nJ — d (nJ _d•(nJ — d NJ — d (nJ — d•(nJ — Z Z Z Z Rs 1 d (nJ _ �F(nJ — 't(n -j �(nJ — `�Syvx`i�`S' / 81 o� Oo o a BLOCK 1 1A �6� ��F�9\\S sss� LPL $2 / �J o C) LL_ 90. 8„W110� SSMH B-3° L\ ox��'xF�A o• F / p > o 8+00— — N ASCENT AVE 1 8"W 155 1`Zk00' s� 1 �Sy\`��`'`�'F X` SSMH B-1 9+00 10+0 -11+00 i�F 9\``sF� S��'�6+�� 83 �P i 8"SS> SMH A-1 �g SS '�L�'G'j �� F,A �• �' F DESIGNED: C. GRAHAM o SSMH B-2 A, W 90. 0� a2 `2ss vu, v O�F`'pL 84 / DRAWN: L. HAASE 6' 19 / cf) ,I O Z�\ c�y�x .p �" �� F CHECKED: C. GRAHAM � 2 2 2 a �� z `�_ \\ S 85 APPROVED: C. GRAHAM a'. o. wrn- wrn- - wrn- wrn- w�- w�- w�- L^ w�-- w�_ . w�- wr- woo 2t^ fit^ Va, or� c�rno '- �a, oao �� oco 0 o .0 �i. 0 '`� vi. orn _ oio o"a� _ ao�n 7 (!� z orn 0co oco — ou( od_ or7 O � w c�'nO00 cad o � corn Urn LZ s O rn cc°o rn 5 M+ to zt rri d �` >r� r�i r7 >O O °' >ao 0 0 >co o >,(j 00 r� �� �� cr ��o y „ MU Ml PM7ll rry � Md rod > o 0_ � r7 r') d r7d Nd CPtP j SSMH C-2 N� = N N 000 = N N 00 = N N 00 = N cn 00 11 Lr to a' IzI N (n a' N ai o 11 � N+ a vwi± a Ld + a (wn± a N`�ry 86 / PREPARED FOR: o II II II II II �- II II F- II II IIof II II II II Z 2N O = N 2N = N = N � Ot!> >. Qzz wac� > wac� > wQc� > w c9 �w c� > w c� > kn 94 it �� � II �� � II PO BOX 593 r- W� zz � zz � zz � zz ~ ZZ 1 w � > W II c� > W II c� > w II u > w n � > ��.�N� �'� F111 LLC w(nW w(nW w(nW - i3cnW - W(nW _WNZz W(nizz (/� �� zZ �gzz 3Qzz 3Qzz �Qzz io. .00 W Q �� N J N J (n J N J (n J (n J (n J NEn J N(% J N N J N N J N N J — / ft� W (n - . _ 87 / EAGLE, ID 83616 a (n �r / 001 -00 Q 3 `� 2 3 4 5 6 7 8 v 93 92 91 90 89 88 A\ BLOCK 6 SSCO A-1 (EX) BLOCK 1 / Y Z 3: 2575 2575 O � ----- ------------------- ------------------------------------------------------------ -------------------- -------------------- ------------------- ------------------------------------------------------------ ------------------- -------------------- ------------------- ------------------------------------------------------------ ------------------- ----- — W .. F- N J 3 J Ld 3 ^ z --Ld U ^^ Z N -00 10 t0 co N ------------------- ------- ------- -------------------- ------------------------------------------------------------- -------------------- -------------------- - . Lo (o C5 0 n 00 m lf7 0 2570 ^ 3 r r _: a rri � 00 N 2570 Z .. s . . in allo- II in ------------------------------------------------------------ ------------------- ----------------------- z ------------------- ------------------- --------------------- _ ^v ^^ W � . L oDtO_ N N N N Z W ^ W 3 .Z. VlN �N � � N 'OpN O� 117 II II II O ---- ------------------------------------------------------------- ------------------- ^.. -- ------------------- --- V N 00 � ------- N O N N II - rn II ------ I + Ki Z Z z 0 ,w MM zN . .� N OO NM F- Lo 0 c0 - - - v, m 0000 .... d 00� corn O �m II II O + � z mLnLn » > > O p B L ---- ----------------------------------------------- -------------------- - - - d ---- ------------------- ------------------------ M I� O & . . m ------- -------------------- ------------------- --------------------- N Z_ Z -- ---- N = 0 0 I + m m = II Z Z Z z "00L0 N Lo � 0i .0 00 L o0m m L0 N and N �Q - - - — v d N_ Op � � 00 � � � N > > > — — rn o0 N N _ lf7 1 p� L0 m N ` f+) N N 2 II II Z_ Z_ Z_ �Q (n N Q d' 00 = 2565 ,� OR 11rn z z 0 O N N c i O N N ~ r�N oi z Z O N H _ = x N N o: ao co 2565 ~ alo + m orn II II ~ N00rnzz 0 m + in - - O (n0w0000 00 (nF- -= _ z ------------------- ------------------------ _ ------ ------------------- ------------------- - -- -- I- N > > > + 00Z Z 0 + � - - N N > > > — - - - - - - 2 II II z z z ---- - Q o - ----------------------------- N > > > = II II z z z ------- -------------------- ------------------- ------------------------ —— — ----------------- --------------------- z Lo- N > > > EXISTING GROUND ma II zz z N� � - - - - - - _ — — 1O, Q W W N N 0_a0 00 a0 Q II Z Z Z --- -------- --- N H �. _ Vl Vl 0_00 00 --- ----- _ ———— — — --- ---- --------------- ---------- ----------------- ------------------ LL W N� �. _ NN �00� 00 � — — N N 00 00 00 —7 Q ILA O W z — — — — — — — — — — — — — — — — — — — — — — — — _ LLI -- -- ------------------- ------------------------------------------------------------- ----- -------------------- ------ ------ ---------------- ------------- ------------------- ------------ ---------------- - FINISHED GRADE Z (n ------------------ 12" STORM ----------------------- ------------------------ - ------- --------- ----- U 8" WATER DRAIN CROSSING --------------------- ------------------- -- --- ---------- a J 2555 MAIN CROSSING 2555 a W N " o ----- - ----------------- ------------------------ --------------------------- ------------------ -------- DRAIN TCROSSINGS- --- ------------------ -------S=3.50%_ Z Lu ---------- - --------------------------- -------------------- -------------------- -------------- _ ---------- -------------------------- ------------------- ----------------- ---------------- ---L=232'-- S=0.42% - -D=8p --------- ---- ---------------- -------------- ------ -------------------- - " __________ L=176' S=0.42% D= ----- S-3.5 0 2550 D=8" 2550 Z J >_ --------- -------------------- -------------------------- ------ ------------------- ----------------------------- ---------------------------- -------------------- -------------------- ------------------- ---------------------- S=0.42% -------- N D=8" o W N CSW PROJECT NO. 24003 2545 2545 DRAWING DATE 01/26/2026 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 O o SEWER LI N E V PLAN AN D PROFI LE W C 5 STA. 7+50 TO 16+00 a NOTES KEYNOTES o� �,�GE S m 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE Q POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970 w ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. J 2O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 0),1-26-26 0 v 2. SANITARY SEWER SERVICES SHALL BE TYPE D SERVICE CONNECTIONS PER C) gTFOF ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0 20 40 80 120 '17NNE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. U HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' 'n LI# 0 Z SITE KEY J 1"=300' I I � _w � o � D v U 00 L1 N M O of X zo p rn mL ccf)i� O - " o Of am E � w LLJ z U W' (/) W W X W Lu Q 0 3: BLOCK 1 47 62 63 64 BLOCK 1 48 49 50 51 52 53 54 55 56 57 58 59 60 65 68 c, z 66 o w 46 00 67 N w w w w w w w w w w w w w w = U U O O U O U U U U U O U U U U U U z > > > > > > > > > > > > w OU �s 0-V)0 wV)- 0-'c0" wr)" O'(p" Ofr)- 0_(0- �r�- w(0" W>r7- �co" �M- Ixco- OfM- �M p �co p �r7 p �N) O > 0_ O O O 0 O O O O O O O O O N'' O� �•- O� (Wr70� WHO- wr`� O" W7O" wMp- WHO- Wp� W17 W W7 W O- O" O� O" �� (n N 0) (/! r (n N cn � N O O N O EO N Q O a0 (n O N) O 0 W O" W W r7 W W w w r M M (0 r l� r 0) O N ll) M Q1 .} (p O r M 0) O N I� N M N (0 N (n M W(0" U ch <��9*, w+ 11 � OfLLJ Q 0_r � (p �` 't 6 w� � (6 W O � r 0_O � ^ CK M qt � o f CD of r 'r � of v W C 4 �0) � � �(0 qt � 1 �� (n � t0 �f oo ai Tt 0, N O� > 11 (n w + II ,n w + II _ _ _ _ �_ r� r� r� �n Ln W + II ,n w + II � w + II °,raj w + ,°n6 w+ p o o w o °o w Ld- F- N W� - N 37 = (n 3m = � Ld 3- = � 3� = � 3� = � 3� = � 3 + i (`�n 3 + i (mn 3 + = � 3 ++ = �n 3N = � 3N = �n 3� = �n 3� = �n 3� = (n 3� = (n w + II a0 cn °'o cn 2% 6'J' (WnII � NNIIc~aN UWiII � N NII � N (nII0 cnLLI IIc~� N (nIIc~aN (nLd IIc~aN vWIII � N NIIF LdIIF- N Ld NIIc~- N (nIIc~aN Ld NIIPN w� ~ Nw� ~ N w� ~ Nw� ~ N 3Z = LO °u° jnN F I 45 0 y x II II II II II II II II II II II II II II (n II c� II cn II c� II (n II 0 II (n II c� II w N ao a tP�L - Hw > - Hw > - ( w > - V) w > - � w > - � w > " � w > " � w > - Hw > - Hw > - � w > _ � w > _ � w > _ � w > " � w > = � w > - � w > - 1 (n II c9 II w + II I w �(S e� � /� �(nJZ �UIJz �NJz �(nJz �NJ ? �(nJz �(nJz �(nJz �(nJz �(nJz �NJ ? �NJz s}(nJz �tNJz �(nJz s}(nJz �(nJz �(nJz = H WZ WOH � U r7 6, .z pOF ft� �tom. 2 2 2 I N J — (n II oil w o F- 2 2 2 2 2 2 2 2 'tNJ ? N cn 2 a 779. 8"W g"W N1 8„W w 4 8"SS> — 15+00 SSMH D-3 14+00 13+00—N WOLFSBURG AVENUE- -12+00 — SSMH D-2 �1 �'r U- z SSMH D-4 8"SS> �O o / // a 180' o SSMH C-3 b 157' o li 2 2 2 \SSMH D-1 O 2 2 2 w � V1 _W M O r 3 - J0 wNa0 � aO 0� O M 3a7 _ FQy- _O � QM"o r7"0 0� WW 7"0 W�rl'0 0 r'7'0 WM'onWy'oo� NWM"o W•M'"oi� WM"�o - W �(� "ro 1 S_ DESIGNED: C. GRAHAM 2 C1470 7oco _ or U 7 oao -7 0 0 U� o O� oV O� o (rU� oU� o0O.- 00 7 7> >Of > > cO > s > O� - O O 00 oO wo, 0 >(n >� >Lo - > >0) - >po - . O7oao Ld PO LO0LLJ 0_rr� rO I O) M a0 _co~ + + MU) n -IN + » DRAWN: L. HAASE LJO cf) II 05M � Ld + LLJ + LLJ + + + + 1-ju; C14C14 + + rM )Nco W NM II LLJLLJ w + Ld + W + N +w N _ N _ N N ( w += 't N _ N r) N rM (nNII N N vj II F- II � II M N N XN 31 CHECKED: C. GRAHAMaFw - w -IIF_- N F- II w of of o H IILLJ z zjz z II 0 > � I'I � II � � II ww Qzz z zz j az z zz zz 3 0 > W0 > w0 >w NQ ~ z W a j J w � zzzz ~ zz zzzz zz zz 3Qzz zz zZ� -� N) NjNW LNNWLN W 3 3~Q APPROVED: C. GRAHAM W j Nn ( ~ J ~ uj W wn n n ( ( N N N N Nn N0J _ PREPARED FOR: 1 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 F111 LLC 0 0 �p Oco 0 3 BLOCK 7 BLOCK 7 PO BOX 593 30 I v EAGLE, ID 83616 z Q U N J --------- -------- ------------------------------------------------------------------- ----------- -------------------- -------------------- ---------- ----------------------------------------------------------------------- Y ^ " ------------------------------------------------------------------------------ to 0 2570 Z ,,� � ,` LO N e N LO t° 2570 Z W -------- N 9 4� N N II - � 04 g � O ---- --------------------------------------------- " N ") (0r II II 00 N N (17 F_ IS m °°c0 � N N O r7 Z Z 0 �r�i� N � �O L0 L N W --------- -- L) ---- -------------------------------------------- 00 I� N II -------- -------------------- -------------------- --------------------------------------------------------------------------- 1 + to — — (0 00 II O O N N II (n CO L0 N NJ 11 F- ��_ � �� NZ OM ~ N — J 00 N H ---- "j`n N Z O --------- -------------------- ---------- 2 11 N Z Z Z O O i° o + N Z Z =O ------------------------------------------ >_ ``'• 11 0 0� � - FINISHED GRADE m a �- - - N > > m o co - 0) 0 ------------------------------------------------------- o(oLn = II IIZZ N� � - - = II llzzz 1 + � - o � N > > cncno:ao� 00 11 z Z >: >: > O wo 2565 =i1 (11 z z can _ _ (n(n co co N -_ _ = 2565 Z Q m — (n(n 00 00 N N a0 a0 ap -------- - N F- —_ _ ---- ----------------------------------------------------------- ------- - ----------------- ^ (Y --------- - ---- ---- ----------- ------------------- ---------------------___ _ _ _ —— — ------ _ — —__ — — — — — __ ---------------- Z L W --------- -- - ----- ------- - - - - ------------------------ -- --------------- Z O Qo __ _ — — —— — — - - — — — z --------- --- ---------------- ------------------------------ ------------------------ -- ---------- -------- ------------------- --- -------------- ------------------------------------------------------------------------------- - ------- — 0 7A_ Q ,L, 2560 2560 V _ ------------ ------------- -------- ------- 8" WATER ~ EXISTING GROUND MAIN CROSSING >_ z Z --------- -------------------- ----------------------------------------------------------- -------------------- -------------------- -------------------- --------------------------------------------------------------------- --------------- ---- - _ --- - --------------- L.LJ Q z --------- ------------------- ---------------------------------------------------------- -------------------- ------------------- ------------------- ------------------------------------------------------------------------------ -------------------- ---- -�--- - --------------- O m w _ �"� L.L.I -------------- ----------------- - D-8 S=0.62% L=181' m 2555 " - 2555 ILAuj O 0 � p[ W F- " cn 8 S 0.42% L-345 ----------------- - - - z >--------- -------------------- ---------------------------------------------------------------------------------- L O w — --------- -------------------- ---------------------------------------------------------------------------------- F- — U a 250 L-44' 2550J .42% L=52� a w --------- -------------------- - - - - ------------------------------------------------------------------------------- - WY D=8 _ m --- ---- ------------------- -------------------------------------------- ----------------------- ---- -- -------------------- ----- -------------- D=8" Z Lu 3: -------- ------------------- ---------------------------------------------------------------------------------- -------------------- - w 2545 2545 Z 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 1+00 10+50 10+00 v SEWER LINE 'D' PLAN AND PROFILE W STA. 10+00 TO 1 6+50 V� CSW PROJECT NO. 24003 DRAWING DATE 01/26/2026 O w/ W C 5 2 m ENS F� �au�n�`1Yl :T— U) 16970 1-26-26 TOF — EL / 20.00' WATER BLOCK 1MAIN ESMT 68t124LF 8" PVC 4 70 I BLOCK 8 47 BLOCK 1 N� / 2 I 46 t15LF 6" PVC J BLOCK 1 48 49 50 51 52 53 54 55 56 57 58 59 60 1 62 63 64 65 W E 0 � / / / t9LF 6" PVC 66 L t32LF 8" PVC ]1 r D J 4 4 4 4 f9LF 6" PVC 4 67 / 11 y 4 4 4 4 8 8 � 4 I? 1 11 5 F 11 A 0 45 11 9 11 7 11 / � t54LF 8" PVC X 0 / / f48LF 8" PVC �', 4 72 m 3 cf) 11 t79LF 8" PVC Ci / U 00 cn 7 �\ Qv�� a O @j ON w / - f 110LF 8" PVC - �� 1 1 / m E " f282LF 8" PVC f135LF 8" PVC f19LF 8" PVC �� - - -N WOLFSBURG AVENUE- t13LF 8" PVC I- 7 w 44 11 8"SS> 8"SS> t9LF 6" PVC `O� 73 a 5 � � u 8 / a77 JG 11 ncn 10 / c I I Q 74 , Ld I 43 4 1 1 1 1 1 1 1 1 1 1 11 11 11 64 / X 4 4 4 4 4 4 4 4 4 t27LF 8" PVC w I 1p 75 / o I 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Lu 42 4 4 0 / 1 1 76 cn / CD LU 41 cJ•i BLOCK 7 77 z 0 11 U I i-I cNn / Z I 1 1 I a 12 �G 78 / n 40 4 w 0 uj BLOCK 7 79 Ld Y ` U 39 w P� 80 / / o 0 0 f26LF 8" PVC z f23LF 8" PVC 10 9 8 7 6 5 12 O� w ` 4 BL 1 / N 3: 1 4 3 2 t9LF 6" PVC OCK z I 1 1 t 14LF 8" PVC `�`� ` " Q � 3 8 I ` A i t 18LF 8 PVC 11 z f9LF 6" PVC 0 8 10 4 4 t35LF 8" PVC 9 5 4 11 11 \ 8 11 11 9 12 7 4 37 4 11 a o o ° O a a 83 E= f34LF 8" PVC 11 / Q`� w 00 BLOCK 1 11 6 / �O� 4 1p - - t201LF 8" PVCNASCENT AVENUE- - t1891LF 8" PVC 4 84 �Q� z DESIGNED: C. GRAHAM 0 36 / 8"SS> <8"SS Q cn � DRAWN: L. HAASE Li85 / ,�� CHECKED: C. GRAHAM t63LF 8" PVCLli ° 10 35 '� ° a O 4 0 20 40 80 120 APPROVED: C. GRAHAM f41 LF 8" PVC 86 0 i 0 7 5 w " 11 11 / — PREPARED FOR: BLOCK 6 uw 4 4 / SCALE: 1" 40' 0 34 4 11 t9LF 6" PVC W � 4 sn $7 / F111 LLC N 1 2 3 4 5 6 7 8 u v 93 92 91 90 89 88 PO BOX 593 f49LF 8" PVC W I EAGLE, ID 83616 >_ I 33 ` `\ f80LF 8" PVC / / KEYNOTES Q 11 Z U 6 W 4A 3A 4A 4A BLOCK 1 / O REMOVE EXISTING 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. NOT USED. cn 32 ►- t24LF 8" PVC 3 / O3 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND Z 0 - ° ° 1 / SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. O � m bi 4 I - - - / / ® HOT TAP EXISTING 8" WATER MAIN AND INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER cn 31 - - - _ _ _ _ 94 SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF N J 1 i W _ W u W W MERIDIAN SD-W6. u 0 - - / - - N ZIMMERMAN WAY— - - _ W D 11 ps -rSSI - ASS / ® INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND d 0 SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. ~ Z `) _ I ® HOT TAP EXISTING 8" WATER MAIN AND INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER VA Z Z w I I SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF Z O Q I I I ` I I I MERIDIAN SD-W6. O N z O5 8"x6" TEE (MJxFLG) u J 6" GATE VALVE (FLGxMJ) � > � 6" WATER MAIN (LENGTH PER PLAN) z Ln FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9 O C W 00 G U. w 5� 8"x6" REDUCER = LLJ 6" GATE VALVE (FLGxMJ) Q > Q 6" WATER MAIN (LENGTH PER PLAN) O W z FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9 c © 11.25' ELBOW (MJxMJ) O i O7 22.5' ELBOW (MJxMJ) a J V ® 45' ELBOW (MJxMJ) a W Y WATER NOTES Q Z 08X8TEE WITH 8" GATE VALVES VALVES PER PLAN (FLGxFLG) 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. 10 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1. O cn Z J 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. 11 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. 12 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" VERTICAL N CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. SEE WATER NOTE #2 W 0 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS COVER OVER WATER SHEET C0.1. N C C14MAIN SHALL BE 4 FEET. SW PROJECT NO. 24003 CD 1 3 INSTALL 2" WATER SERVICE LINE AND METER SETTER PER CITY OF MERIDIAN SD-W4 FOR BACKUP DRAWING DATE 01/26/2026 5. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR OVER A SEWER OR WATER PRESSURE IRRIGATION SERVICE. SET METER ELEVATION ACCORDING TO CITY OF MERIDIAN SD-W6. AN MAIN. THIS INCLUDES BUILDINGS, CARPORTS, TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. APPROVED REDUCED PRESSURE BACKFLOW DEVICE IS REQUIRED. 0 ce O C6mO m I I ENSF� ¢� Nam M 16970 � UNION PACIFIC RR 1-26-26 OF\OPT.ZP� STREET LIGHTING NOTES 0 25 50 100 150 U 0= 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF CALL BEFORE YOU DIG m® THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC SCALE: 1" = 50' W FRANKLIN ROAD CALL DIGLINE INC. Y CODE. ® PRIOR TO COMMENCING , I p 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE UNDERGROUND WORK Y IRnoCall below. w a ���� � CITIZEN PORTAL AT HTTPS: CITIZENPORTAL.MERIDIANCITY.ORG CITIZENACCESS TO OPEN A PERMIT AND (208) 342-1585 0 o �� � � CaII peforayou dlg. I,I � REQUEST INSPECTIONS. W J g Z 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, >� 0 5 AND FOR THE POLE AND ASSOCIATED WIRING. -- CD �u++N Ln 00 w 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' o �? oMIN. FROM WATER METERS. o p 00 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING ❑� 5 �■ coLd U N OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE - r. 0 o MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. •: � { a m W , L$• fu w 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS }' ��y YYYY YYYY <a z INTERSTATE84 REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. F� sr + LD RSU B-/�/�/�/�-/�/�/�/� u Cn Cn W W X W ® VICINITY MAP W O SCALE: 1"=1500' a 0 ca 0 N Z W I z zg 0 F — — — — — — — — — — — — Z O w z 1 / w w BLOCK 1 BLOCK 1 / 47 68 70 I u LLB U cf) I / 46 0 z 0 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 2 BLOCKI / XX XC XX XC 67 71 Q w z 45 z 2 z 1 / O z XXXXC o v 72 z LL / w 1 44 73 / DESIGNED: C. GRAHAM o I "N, / DRAWN: L. HAASE Ld cf) I X XC 74 CHECKED: C. GRAHAM Li 43 z 3 1 EXISTING TYPE II APPROVED: C. GRAHAM 3 75 STREET LIGHT 0 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30~C) 42 / / PREPARED FOR: I I o BLocK 7 STORM DRAIN 76 F 1 11 LLC 41 SEEPAGE BED PO BOX 593 of 77 EAGLE, ID 83616 i Q I I 12 78 40 J I STORM DRAIN z 79 J SEEPAGE BED 31 80 / Z 0 39 / EXISTING TYPE II � 11 10 9 8 7 6 5 `�`�`\``�` 4 3 2 1 1 81 STREET LIGHT O LiI 38 I `�`� BLOCK 7 XX XC /lDXXXX \\ \ \\ 82 BLOCK 1 / , ` N 37 2 / O J 0 83 Z i 1 36 \ — — — — — — 84 (A Z z V w BLOCK 1 / / L 7 O Q Q / 2 85 Q C Z MIN V — V_ w 35 86 > 2 z c/•) cn � W I 3 3 / KEYNOTES W 1 4 2 3 4 5 6 7 8 1 93 92 91 90 89 88 87 Of \\ X11 XXC � 33 BLOCK 6 / O INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET LIGHT W V z STORM DRAIN BLOCK 1 / DESIGN STANDARDS. LED FIXTURE TO BE LEOTEK JR GCJ1 20H MV NW 2R DB 700 PCR7 WL SPB-DB > J EXISTING TYPE II SEEPAGE BED OR APPROVED EQUAL. 1 32 � I STREET LIGHT O — C3 I 20 INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE WITH MERIDIAN CITY LLJ J CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND D103.6. ALL STREET SIGNS AND HARDWARE V•J J / MUST COMPLY WITH MUTCD STANDARDS. a cn 31 — - - - - - - _ / W o — — 1 94 O3 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL STREET SIGNS AND Z 0 HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARELLJ O \ INSTALLED BY ACHD IS PROHIBITED. J_ rJ EXISTING TYPE II C,4 STREET LIGHT W EXISTING TYPE II EXISTING TYPE II CSW PROJECT NO. 24003 STREET LIGHT STREET LIGHT DRAWING DATE 01/26/2026 C— 0 C W CTO m ENSF�/V` ti o 16970 1-26-26 R/W R/W C�,p/qTF OF 13' ACHD 31.00' PUBLIC RIGHT—OF—WAY 13' ACHD 10 UTIL EASEMENT SIDEWALK EASEMENT SIDEWALK EASEMENT 1 BOTH SIDES TYP. N I 2' TYP. U 27.00' 2' TYP. J fn U) 5' SIDEWALK 8' PLANTER 13.50' L 13.50' 8' PLANTER 5' SIDEWALK Y V 0 1 2 1/2" OF SP-3, 0.05 INCH (1/2") MIX, PG 58-28 J w 3" ROLLED CURB AND ~ I 4" OF COMPACTED 3/4" CRUSHED GUTTER PER ACHD I u N >1 J I AGGREGATE BASE COURSE SD-702 TYP. I rn � 1.7590 1.75% � U -♦ rr 11f n LL. vj 2' FLAT LANDING ON BOTH x C] c zo a a a a a a a a SIDES OF SIDEWALK, TYP. O Ld 3 a� /.//� / //,�//,\//\�\�\\� 5" THICK CONCRETE OVER 4" a �O N OF 3/4" AGGREGATE BASE COURSE PER ACHD SD-709 14" OF COMPACTED 6" EXTEND BASE AND SUBBASE w MINUS PIT RUN SUBBASE 6" BEHIND CURB TYP. °1 � 12" COMPACTED SUBGRADE 27' TYPICAL STREET SECTION 1 SCALE: NOT TO SCALE ccn f) w a_ x w O W Q p z CD Z nj O CL J Q-' yrj O o 5' LANDSCAPE BUFFER 20.00' 5' LANDSCAPE BUFFER H U w SEE PLAN SEE PLAN of D 12" TYP. 2 1/2" ASPHALT PAVEMENT w p N U) z 2% Lij L Z W o z O Q RIBBON CCU CURB U 0 z w 0 10" OF COMPACTED 3/4" CRUSHED GRADE TO DRAIN TO :2 AGGREGATE BASE COURSE RIGHT—OF—WAY, TYP. DESIGNED: C. GRAHAM w O 12" COMPACTED SUBGRADE DRAWN: L. HAASE w v) CHECKED: C. GRAHAM D EMERGENCY ACCESS TYPICAL SECTION APPROVED: C. GRAHAM 2 O SCALE: NOT TO SCALE C8.0 PREPARED FOR: D 0 F111 LLC w PO BOX 593 EAGLE, ID 83616 z a U J J V) Y 0 Z O w O MAILBOXES PER OWNER. MAILBOXES PER OWNER. INSTALL PER N INSTALL PER MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. J RECOMMENDATIONS. I 1 N C O cn L Z 0 LA L#1 Z z Do p o Ld o D Z QLu 0 � o D B O � D 6„ 6., 6., 6., w Lu o V ; = o z Lu LL D D �D D pp:N p G ° p ° �p ° p C °° ° D°0 ° ° LLI D D D CONCRETE PAD ° p ° p °p p p p° ° p ° ° p ° + Lu \� z N_ _ LENGTH PER OWNER LENGTH BY OWNER O C�C G Q PLAN VIEW PROFILE VIEW CONCRETE PAD a J LLI Y Q J Z O w O U) Z J MAILBOX PAD DETAIL 3 ' SCALE: NOT TO SCALE N 0 N CSW PROJECT NO. 24003 DRAWING DATE 01/26/2026 OU w/ W C8mO mo PER PLAN ELEVATION 0�� �GE S /tip _ OBSERVATION WELL Q� pui�n c`Wl 0 2� PER ACHD SD-627 16970 w `r GRADE RINGS AS REQUIRED cP 1-26-26 O v (18" MAX.) SET RIM FLUSH �� ��TFOF\OPT Q� / WITH FINISHED GRADE /ENE M.6�P� 20" BAFFLE WIDTH co /L/�W� ��/�L/�W�W �WC�\J /��/�L/ �/�L/ WRAP TOP AND SIDES 4 TRENCH IN NON-WOVEN Y Ua �a �a �/a Qa MM�a a �a /�/a �/a a �a �/a FILTER FABRIC GEOTEX 401 OR APPROVED EQUAL. o �W��/�/ W�WDRAIN AROCK �/���Gv� GEOTEXTILES SHALL CONFORM TO THE REQUIREMENTS J �a n�Oa Da �/aCCCNN�Oa Da�j��aC�L/a OF ACHD POLICY MANUAL SECTION 8202.23. SEAMS BAFFLE "C" w /L/ � �/�/ L/\/ w SHALL OVERLAP A MINIMUM OF 1 . 12" INLET PIPE PER PLANJ ELEVATION BAFFLE "B" W �co MIN. Da�Oa� a a�Oa�Da�(��///a��a a (�/��///a CC//a � ELEVATION o m D J as a as as as as a as as Q PLAN ANDT PERF DETAIL PIP THIS -� � 0)� o a w SHEET � m �L 00 u_ 00000000000000000000000000000 00000 uu�� CD m M o PROFILE VIEW 0 76�dl a Y Co w n - a aLf) U 00; , Ko' l a T a PVC PERFORATED � O EPIPE. PERFORATIONS �� 24" DIA. TRAFFIC RATED FRAME AND AND GREASE TRAP (BOISE fu IN TOP HALF ONLY. LA-6 L/ ,M VAULT OR APPROVED EQUAL WITH STANDARD MANHOLE COVER PER a a uBAFFLES) SIZE PER TABLE ISPWC SD-617. ' SG-TRAP #4 TO HAVE GRATED LID �� /� � /� �� �wa ���� ON UPSTREAM END. s , a C as as as s a asas as a as as 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 o Lu o cn EXCAVATE TO NATIVE MATERIAL SEE \� \�/\�/\�/\� \\� \j \\/�NATIVE MATE FREE DRAIN�NG j/\j/\j/\j/\j/j\j\j\j/\ wTABLE FOR RATE). ACHD TO VERIFY FACILITYITY INFILTRATION RATE � o z AFTER FACILITY IS FULLY EXCAVATED. ESTIMATED HIGH N PROFILE VIEW GROUNDWATER = 18" OUTLET PERF PIPE PER a_ V - ELEV VARIES SEE TABLE PLAN AND DETAIL 1 THIS cn SHEET J PORTION OF OBSERVATION WELL LYING o IN DRAINAGE SAND MUST BE WRAPPED PLAN VIEW z o WITH TYPE I DRAINAGE GEOTEXTILE PER Q _j z ISPWC SECTION 2050. w ♦j U O Q U O Z w z SOLID WALL PIPE BETWEEN z SAND AND GREASE TRAP TABLE w STRUCTURE AND BED. Q o Q L EXTEND 5' INTO BED TYP. w CD LENGTH PER TABLE cn J STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. INV. ELEV. OUT w . Q J o SAND AND GREASE TRAP � o ACHD SG TRAP #1-1 1000 GALLON 2559.40' 2556.10' 2556.00' 2555.50' 2555.25' z (ACHD BMP #01). SEE o DETAIL 2 THIS SHEET. M �' 2560.49' 2556.10' 2556.00' 2555.50' 2555.25' o Q ACHD SG TRAP #1-2 1000 GALLON z _o w 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY 2559.04' 2553.60' 2553.50' 2553.00' 2552.75' � o ■ ACHD SG TRAP #2-1 1000 GALLON o STORM DRAIN BYPASS J ACHD SG TRAP #3-1 1000 GALLON 2561.41' 2556.35' 2556.25' 2555.75' 2555.50' DESIGNED: C. GRAHAM MANHOLE WITH 2' SUMP m DRAWN: L. HAASE w PER ACHD SD-611 V) CHECKED: C. GRAHAM (SEEPAGE BED #2 ONLY) � w APPROVED: C. GRAHAM z 12" PERFORATED PIPE WITH FULL PERFORATIONS SAND AND GREASE TRAP DETAIL ACHD BMP #01 2 o (SEEPAGE BED #2 ONLY) SCALE: NOT TO SCALE C$.l U SD PREPARED FOR: o F111 LLC PO BOX 593 Li o INLET PIPE PER PLAN EAGLE, ID 83616 z Q J 50' MIN. PLAN VIEW 5' MIN. J OBSERVATION WELL PER ACHD SD-627 ELECTRONIC MARKERS PLACED ON Y CORNER OF FACILITY, TYP. COORDINATE WITH ACHD INSPECTION Z STAFF FOR PLACEMENT OF MARKERS DURING CONSTRUCTION PRIOR TO O w BACKFILLING. N OBSERVATION WELL PER ACHD SD-627 NOTES V U d wo 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS LLC Z J DATED JANUARY 18, 2022, GROUNDWATER IS ANTICIPATED AT A DEPTH OF 9 FEET BELOW EXISTING GROUND. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED z LLJ a_ HIGHER 3-FEET OF THE BOTTOM DESIGN ELEVATION FROM ANY INFILTRATION FACILITY AND/OR IF IT IS LA Q HIGHER THAN ANTICIPATED. O w a_ 2.2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. Q w 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. _ Z z 4. IF ROCK IS ENCOUNTERED DURING FACILITY EXCAVATION, CONTRACTOR TO HAVE TEST PERFORMED BY LJJ SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS O 0 C Q z THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO U. m G w CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED ui � INFILTRATION. Q z W C) Ln O _ O oc - SEEPAGE BED TABLE a a W SEEPAGE BED NO. SEEPAGE BED DIMS FINISHED GRADE ELEV. TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100-YEAR VOLUME DESIGN INFILTRATION RATE HIGH GW ELEV Q Z o w ACHD SEEPAGE BED #1 15'Wx81'Lx8'D 2559.75' 2557.75' 2549.75' 2548.25' 2555.25' (1) 18" 4,109 CF 2 IN/HR 2545.00' O 2554.90' (12") (1) 12" Z J ACHD SEEPAGE BED #2 31'Wx77'Lx8'D 2559.15' 2557.15' 2549.15' 2547.65' 2552.75' (18") (1) 18" 6,142 CF 2 IN/HR 2545.00' v ACHD SEEPAGE BED #3 15'Wx67'Lx7'D 2560.00' 2558.00' 2551.00' 2549.50' 2550.50' (1) 18" 2,979 CF 2 IN/HR 2545.00' N W O N CSW PROJECT NO. 24003 SEEPAGE BED DETAIL (ACHD BMP #20) 1 DRAWING DATE 01/26/2026 SCALE: NOT TO SCALE C$.1 0 W C8m I