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Skybreak Ph4 Permit Set Signed 5-7-25
SHEET PLANS FOR ���\\E S INDEX CALL BEFORE YOU DIG O a_ CALL DIGLINE INC. SKYBREAK SUBDIVISION NO. 4 16970 C0.0 COVER SHEET PRIOR TO COMMENCING DEVELOPER 5-7-25 J C0.1 NOTES UNDERGROUND WORK E. LAKE HAZEL RD �' O Kwwmla lz2 400W. LOCATED IN THE SE 1 /4 OF THE NW 1 /4 OF SECTION 4 C 1.0 FINAL PLAT SHEET 1 Cain wnii yo„aig. (208) 342-1585 G20 LLC �'A/ F OF`D PAP C1 .1 FINAL PLAT SHEET 2 TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN PO BOX 593 ENE M. EAGLE, ID 83616 cf) C2.0 OVERALL SITE/UTILITY PLAN CITY OF MERIDIAN, ADA COUNTY, IDAHO (208) 336-5355 J LAREN®CONGERGROUP.COM C3.0 GRADING PLAN 2025 = W N Y C3.1 DRAINAGE PLAN SURVEY DATUM a o 0 C4.0 FERNDALE AVE/GOODSON COURT PLAN AND PROFILE Lu z CIVIL ENGINEER W u C4LL] .1 GOODSON DR/AVERIL AVE PLAN AND PROFILE HORIZONTAL DATUM BASED ON ADA COUNTY GIS. N m o J E ~ C5.0 SEWER LINE A PLAN AND PROFILE CORINNE GRAHAM, PE ��REAK o `" ALL ELEVATIONS SHOWN ARE NORTH AMERICAN CIVIL SITE WORKS LLC UBBNO.2 KYBREAK C5.1 SEWER LINE A+B PLAN AND PROFILE VERTICAL DATUM OF 1988 (NAND 88). PO BOX 6059 SUB NO.1 D C6.0 WATER PLAN ,� BOISE, ID 83707 KY rrI�� y` o '� Go) C7.0 PRESSURE IRRIGATION PLAN o 4o so 1 so 240 (208) 946-3874 SUB N0.3 M® (J1 / o p CGRAHAMOCSWENGINEERING.COM �o cm z C8.0 STREET LIGHT AND SIGNAGE PLAN m x � _ � o O '-' � rn N C9.0 ROADWAY DETAILS SCALE: 1" = 80' o p o o C9.1 STORM DRAIN DETAILS SURVEYOR o co " w w ra w JEFF BEAGLEY, PLS u fu z SAWTOOTH LAND SURVEYING LLC w 0) 2030 S. WASHINGTON AVE. EMMETT, ID 83617 (208) 398-8104 cn w w LEGEND - - - - - - - - - - - o0 7 Lu 20 - - SUBDIVISION BOUNDARY BLOCK 8 a M C4 ~ 1 E.COLUMBIA o 0 0 PUBLIC RIGHT-OF-WAY I 2 3 RD o 0 z - ROAD CENTERLINE 4 w 19 _ z LOT LINE Q - N o 3 LOT NUMBER _ \ - COOD 5 VICINITY MAP a- z u I 18 \ ON COU 6 ® SCALE: 1"=1000' w CURB AND GUTTER w w 7 \ Q > p 8"SS> SEWER MAIN LA 16 14 13 z0 w w o z 8"W WATER MAIN 17 15 12 " 8 10 w <12"SD STORM DRAIN PIPE - - BLOCK 1 9 9 \ u N o 8 10 w a w ff) PI PRESSURE IRRIGATION MAIN _ _ \ o CIAz FIRE HYDRANT 7 \ z '-'-' 1 C) < c� / 2 Q z SINGLE WATER METER/SERVICE \ J 5 DOUBLE WATER METER/SERVICE SKYBREAK SUBDIVISION NO.1 E BINC�Ey DRIVE 4 4 BLOCK 10 > zo B.00 2" BLOW-OFF ASSEMBLY \ BLOCK 1 3 A. Q 15 Q �Q \ 5 o O ® GATE VALVE \ _ 2 <v / 6 7 8 9 10 11 12 > I I o ri V M& ti WATER FITTINGS OQ I � Z w I (D SEWER MANHOLE \ ��_ 14 O t� 1 in DESIGNED: C. GRAHAM BLOCK 9 p ® CURB INLET � � \ j SKYBREAK SUBDIVISION NO.2 2 DRAWN: L. HAASE E GOODSON DRIVE m w so STORM DRAIN MANHOLEcf) CHECKED: C. GRAHAM \ - - w SAND AND GREASE TRAP 3 o o \ 13 I W APPROVED: C. GRAHAM z O MONITORING WELL - _ 4 m STORM DRAIN SEEPAGE BED / 5 11 �4 oBARRICADES BLOCK 9 6 7 $ 9 10 12 PREPARED FOR: G20 LLC X T STREET SIGNS \cl- _ PO BOX 593 STREET LIGHT \ \ - - - EAGLE, ID 83616 z ��Z6 PROPOSED MAJOR CONTOUR (5') / \ _ E BINGLEY LANE (PVT) PROPOSED MINOR CONTOUR (1') \ EXISTING MAJOR CONTOUR (5') SKYBREAK SUBDIVISION NO.1 EXISTING MINOR CONTOUR (1') of 0 2'OOX DRAINAGE ARROW WITH PERCENT SLOPE SKYBREAK SUBDIVISION NO.3 co j O U Z L� O 7 O z o ACHD CERTIFICATE OF COMPLIANCE Q a_ THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE Lw = PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE Z Ln ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR p0 W ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM W w ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING W :D VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THIS PROJECT: NONE. SITE DATA z IDAHO POWER INFORMATION W � U `� ADA COUNTY PARCEL #S1404233670 � c _ ~ PROJECT CONTACT: JAMES NEYLAN p0 NOTICE TO CONTRACTORS SITE AREA = t8.52 ACRES (208) 336-5355 EXT. 2 cn PROPOSED LAND USE ZONE: R-8 JAMES@CONGERGROUP.COM oCONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED FUTURE PHASES LA 0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME Li SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF NUMBER AREA I- PHASE5 6.03 ACRES 32 LOTS PHASE 5 3.0 CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED RESIDENTIAL LOTS 48 6.01 AC 70.5% PHASE 7 8.07 ACRES 15 LOTS ACRES 21 LOTS TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF COMMON DRIVES 2 0.15 AC 1 .8% MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL PRESSURE IRRIGATION PUMP STATION INSTALLED IN PHASE 1 N OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. Ell - LANDSCAPE COMMON LOTS 6 0.66 AC 7.7% CSW PROJECT NO. 23003 PUBLIC RIGHT-OF-WAY N/A 1 .70 AC 20.0% DRAWING DATE 05/07/2025 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS NO POLE REMOVAL/RELOCATION REQUIRED WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES TOTAL 56 8.52 AC 100% o OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE Como APPROVED BY THE PREPARER OF THESE PLANS. �■ o I \otAL 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 ��� �\GENSFO = 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 `YYl 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 5-7-25 � 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 J, � 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. n 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 V) 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. \/ 0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 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 0 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 cn 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 cn 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 ACHD ARTERIAL AND COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2"), PG 64-28 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 MIX INSTALLED AT THE THICKNESS SPECIFIED ON THE PLANS. PLANT MIX ASPHALT CONCRETE ON PRIVATE STREETS SHALL BE , SP-3, 0.50 INCH (1/2"), PG 58-28 MIX.cn w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 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 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 (ACHD SUPPLEMENT) AND 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 SD-806. MAKE ALL SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED CONSTRUCTION PLANS. NOTE NO. 1. WITH ANY UTILITY CUT OR OTHER STREET WORK: N N 0 0 0 A. LOCAL ROADWAYS SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX AT H = 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 2.5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 14-INCHES OF 6-INCH MINUS PITRUN, o NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL WHICHEVER IS GREATER. o 0 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 w FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). B. COLLECTOR ROADWAYS (GRAND MOGUL DRIVE) SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH I- THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. o z (1/2"), PG 64-28 MIX AT 3-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 20-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. _ 0 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES 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 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE b w 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 PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. o w 0 0 ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. THE WASTEWATER RULES (IDAPA 58.01.16). 0 z 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND Q 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 INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. N z o � DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS U) -i : o � TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL o z N cn 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REPLACE THE ENTIRE ROADWAY SURFACE. z QUALITY (IDEA). Of o w SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 0 Q 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 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL z � AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. J 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. PUBLIC WORKS INSPECTOR. 0 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. Q OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION 0 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH BEGINS. w I L= 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE o � DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. 0 AND REGULATION. 19. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO 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. VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE DRAWN: L. HAASE w APPROVAL IS GIVEN TO THE PROJECT. COMPACTION TESTS. cn 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 PRESSURE IRRIGATION APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD 0 DRAWINGS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTED. 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. PREPARED FOR: 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE G20 LLC Q� 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 o PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 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 (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL AND THE CITY OF MERIDIAN WATER DEPARTMENT. 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 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 0 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 cf) 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 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 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 AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 0 COMPACTION. 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 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA w 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 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). m ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE O 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE Z � PROPERLY DISPOSED OF OFF SITE. 0 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF z 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS THE WASTEWATER RULES (IDAPA 58.01.16). O z HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF LLC DATED SEPTEMBER 15, 2020, FILE NO. B201338g. THE SEWER. 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN LA J a_ THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. w 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF o 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 NON-POTABLE WATER. m CW 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 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE G Q z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN SPECIFICATIONS AND DRAWINGS. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, w � CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. PRIVATE ROADWAYS AND TRAVELWAYS. 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 z GRADING/STORM DRAINAGE STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE W c_n MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. u 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. m v PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF 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 Y LA 0 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. ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS J DEPARTMENT. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO 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 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. 23003 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 05/07/2025 0 GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. 0 coo m NSF� 16970 5-7-25 OF U) E M.GFL N SKYBREAK SUBDIVISION NO. 4 BooK , PAGE cn LOCATED IN THE SE114 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M., J Y O 32 ' 33 T. 3 N. E. LAKE HAZEL ROAD CITY OF MERIDIAN ADA COUNTY IDAHO I I � 5 4 T. 2 N. 7 7 �++ p J PLS 4431 2025 N CEN$ sll 0) > CPF#2019-091022 b� L O LL. a 11574 o N . SCALE `�' 3/3/zs x o 0 o A� l� O 80 0 40 80 160 ,/ .� co w u> M ���' BE A�1'�' a L Cu o (n I N 00 Cn I ti co � � w (FEET) w N1116 CORNER 1 INCH=80 FT. L z PLS 13550 LLJ CPF#2019-082460 UNPLATTED NW1116 CORNER CN1116 CORNER PLS 4347 U PLS 554 CPF#2022-096555 5� 4 POB E. PENNIE LANE S 89°52'22"E 636.04' CPF#2022-096554 --T o -- -- -- -- -- -- -- -- -- - -- - • --- --- --- --- --- --- --- --- --- --- ---- ti�--- --- --- --- --- --- --- --- o - � 73.00 S 89 56'41"W 1321 10' --- 454.91' X 1 i 20 1 2 v LEGEND I I I I 0 Cb j I j � - (� -- SUBDIVISION BOUNDARY LINE 1 11 1 12 1 1.3 1 N N Q LOT LINES o 0 O 19 _ _ v 4 w N N = 1 W I S --- SECTIONAL LINE 1 1 1 1 0 5 0 0 ~ - 6.�'Og� - CENTERLINE M Lo N \ EXISTING DEED OR LOT LINE cn 1 r, 18 6 F _ . . — . . — . . _ — w oo I I 7 `` �jS2S UNPLATTED @ FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED 10 \ GQ % FOUND ALUMINUM CAP 16 1 1 17 15 14 13 12 11 �S'Q 8 10 �� SET 5/8"REBAR/CAP PLS 11574 � 1 LOT NUMBER 1 9 / � k,-.o BLOCK 1 9 8 �jU� 9 v� S6�° POB POINT OF BEGINNING w M 1 I N 89°47'08" W o v A 10 2 ., — . . — . . a z Q �UB g3 0 � . . — o �6 0 -- -- o - LIc , F BLOCK 3 z w o 90.00' - _ 7 ti �. j�6 i o N 8904708" W 119.66' BLOCK 1 6 09, 1 8 - - - - - _ _ o _ . . — . . _ — 1 u g o o 5 ,� y 3 • S 89°47 08"E 185.88_ J • S 89 47 08 E 175.59 • z 0 1 i o z D_ N z � o — . . — . . \ 4 � 4 y 7 Z 1 0 I\\ 00 U � � . . — . . _ . �' �. 3 yw \ 5 12 a 15 moo- o a Q z — . . — . . _.. 1 \�J�\ 2 6 �iV I A� 1 1E-� J 1 _ r 7 8 9 10 11 W N a 1 w W SKYBREAK SUBDIVISION NO. 2 /� l�R 4' 0 6 O BK 128 PG 20384-87 / \�� C�y \ BLOCK 10 Sri. . — _ L1, 1 N6?gi` `� ' 1 \ , 14 i N — —I �w o 5 — 1 GOODSON DRIVE (PUBLIC) _ j ,'„ 1 o W / / / \ \ fir �� 3 rN. . — . . — . . — . . � �a 13 I o w DESIGNED: C. GRAHAM W 1 - - ` 1 DRAWN: L. HAASE I Q i / / / BLOCK 9 5 U I CHECKED: C. GRAHAM wj — . . — . . — . . L 6 7 8 9 10 11 12 I 1 2 BLOCK 9 3 U1 ._ APPROVED: C. GRAHAM � 1 i vw \ BLOCK 3 I O /�� i / SKYBREAK SUBDIVISION NO. 1 C2� - o �4 0 — — 2— I I I I BK 125 PG 20019-25 --�— - -- -- X5 — . — . . — . — . . I PREPARED FOR: N890 4708 W 246.67. . — . . — . . _� 1 0 1 - - - - E. BINGLEY LANE (PRIVATE)„ — — — PO BOX 593 IL EAGLE, ID 83616 114 CORNER l l REFERENCES / SKYBREAK SUBDIVISION NO. 3 1 1 1 1 Lj ILLEGIBLE 1 J 5 4 CPF#111066377 / BK xxx PG xxxx-xx 1 1 1 ___ ___ ___ Rl)RECORD OF SURVEY NO. 12358 V I R2)REOCRD OF SURVEY NO. 8839 Y , E. VANTAGE POINTE LANE R3)RECORD OF SURVEY NO. 1963 R4)RECORD OF SURVEY NO.8838 1 3: R5)SKYBREAK SUBDIVISION NO. 1, BOOK 125, PAGES 20019-25 I Ld R6)SKYBREAK SUBDIVISION NO. 2, BOOK 126, PAGES 20384-87 NARRATIVE N R7)SKYBREAK SUBDIVISION NO. 3,BOOK XX, PAGES XX J R8)WARRANTY DEED INST. NO. SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE SUBDIVISION O > PLAT NOTES PLAT SHOWN HEREON. U 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE Z HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. THE BASIS OF BEARING FOR THE PLAT MATCHES THE BASIS OF BEARING FROM RECORD OF w0 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2024-XXX. SURVEY NO. 12358. THE SECTIONAL MONUMENT USED TO DETERMINE THE BOUNDARY OF THE HEREBY RESERVED ALONG THE FOLLOWING: 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2024-XXXX. SUBDIVISION WERE LOCATED AS SHOWN ON SAID RECORD OF SURVEY EXCEPT FOR THE CNI/16 Z -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT, IN CORNER. THIS MONUMENT APPEARS TO HAVE BEEN RE-SET BASED ON THE DESCRIPTION O Z w DEPICTED COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED Is. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. PROVIDED PER SAID RECORD OF SURVEY. w -TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK NO. 202X-XX)(. orf0 DEPICTED IRRIGATION DISTRICT. THERE ARE SLIGHT DISCREPANCIES IN THE BEARINGS AND DISTANCES BETWEEN SAID RECORD W w -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED 16. LOTS 17-18, BLOCK 1, WILL TAKE ACCESS FROM LOT 16, BLOCK 1,LOTS 12-13,BLOCK 9, WILL OF SURVEY AND THE LOCATIONS AS MEASURED BY SAWTOOTH LAND SURVEYING. THESE \/ w 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF TAKE ACCESS FROM LOT 11, BLOCK 9. THESE COMMON DRIVEWAYS ARE FOR THE PURPOSE OF MONUMENTS ARE BEING HELD IN THE POSITIONS AS LOCATED. = A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE INGRESS/EGRESS,SHALL CONTAIN BLANKET TYPE WATER, SEWER AND UTILITY EASEMENTS AND Q Z V) -TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARYAND REAR LOT LINES OR AS DEPICTED ENTITY. SHALL RUN WITH THE LAND. THESE COMMON DRIVEWAYS/LOTS SHALL BE CONSTRUCTED IN SEE SHEET 2 OF 4 FOR LINE/CURVE TABLES Ln -FIVE(5)FOOT WIDE SIDE LOT LINES OR AS DEPICTED ACCORDANCE WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE m W 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2021-119175. CAPABLE OF SUPPORTING 75,000 LBS. COMMON DRIVEWAYS/LOTS SHALL BE OWNED AND SEE SHEET 3 OF 4 FOR DETAILS = Q Z 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH MAINTAINED BY SKYBREAK ESTATES ASSOCIATION,INC. LJJ TURAL FACILITY OR N-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND REAK OR BECOME A NUISANCE,PRIVATE STATES"NO AGRICULTURAL E OR PUBLIC, BYLAN CHANGED CONDITION INOOR ABOUT THE SHALL BE COMMUNITY TY ASSOCIATION, INC. UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT THAT 17. THIS SUBDIVSION IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. NO. SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN IS NOT COVERED BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR SKYBREAK COMMUNITY 2022-045752. 2030 S. WASHINGTON AVE. 0 J z ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION EMMETT ID 83617 Q Q N NUISANCE RESU IT BEGAN OR LTS FROM THE IMPROPER ORS CONSTRUCTED, THE IN NEGLIGENT OF THIS SECTION SHALL NOT NT OPERATION OF AN AGRICULTURAL WHEN A MAY IDENTIFIED IN THEARY OR CONVENIENT COMMU COMMUNITY DOCUMENT SE OR TO PERFORM THE DUTIES RFORM ANY OF THEIR RIGHTSANDF UNCTIONS WHICH 2O24 X THIS XXSAS SHOWN HEREONUBDIVISION IS SUBJECT TO ACHD TEMPORARY STORM DRAINAGE EASEMENTS INST. N0.'S �W/ 7 = OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE �� (208) 398-8104 I+ 2 L- ~ COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,RIGHTS TO INSTALL, 19. LOT 2, BLOCK 1 AND A PORTION OF LOT 1, BLOCK 8 CONTAIN ACHD STORM WATER DRAINAGE �` 00 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED OPERATE,MAINTAIN,REPAIR AND REPLACE IRRIGATION SPRINKLERS, LINES, CONTROL BOXES AND SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM w__F_o0 FAX (208) 398-8105 JSUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. RELATED EQUIPMENT AND FACILITIES. WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HERE BY THIS REFERENCE AS IF SET FORTH IN FULL 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE (THE"MASTER EASEMENT). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM /F/ ILA O COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS �jn�5u��eyir�q L-�C WWW.SA WTOOTHLS.COM 0 FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 5. LOTS 2, 16,BLOCK 1, LOTS 1, 10, BLOCK 8, LOTS 1, 11, BLOCK 9 AND LOTS 1, 12, BLOCK 10 ARE 12. A PORTION OF LOT 1, BLOCK 9 ARE SERVIENT TO SKYBREAK ESTATES ASSOCIATION, INC.AND Lli RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY CONTAIN THE PRIVATE STORM WATER DRAINAGE SYSTEM. SHEET: DATE: DRAWN BY. CHECKED BY: JOB#: DWG#: SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION, INC. 1 OF 4 312025 AR JB 123155 123155-FP J_ U L0 N O N CSW PROJECT NO. 23003 DRAWING DATE 05/07/2025 w O cl 00 m NSF� 16970 5-7-25 �O,Q7�TF OF NNE M.GFL In N SKYBREAK SUBDIVISION NO. 4 BooK , PAGE Y O J � wl POB S 89052'22"E 636.04' o JjUZ~0= iII v NzW�>III r-134.77-C4 2 �A-s 7 ro~w IIIj - •I oo C491-z~-- - z-~- I iI -- Oo I I j ---_ ^-I- c--C /I ----------------1lb 03' /C 36 ✓i\iG' , �,00----9 . 2 .0 245.80' co 79.14' 84.77' 09. �/( /• / C g% o7 °� 2 p., 0NL ) S89047'08"E 115.65' M r ti r-----------7 r_- iw rnj 20 w I LL oI 1;( r1 Yn LO ,0I�rn�O�0 N (u p l � I 2S. -S89047'08"E 100.44'- o N I X z C38 3 mp w cf) .90' N C51 . o O ( U 00 U) 9°4708"E 87.64' O 49 c3 - _j I o SCALE mo 60 0 30 60 i20� - . - 46.31 N 5 ON 6 O` 0 ------------- C3128.48' 7.83' 00 O W' 0) L1 r------ C29C24 6 Op, u oov r- ON C47 FEET)O ui co __C28 I I ` pF 1 INCH 60 FT.co co i L � I 77 . - L b(n N 16 r------- 90. . b / 11)(n 12 ON 1315 W I 8 17 / O \\ °^ kd / SEE o X o FsW BLOCK 1 d- z ° I DETAIL A O ------------- g ° / • 6 N NO 00 1 / 6?\ o O OO sp L - � - w \ \° 708 n . , --- -oo,-J ON 50.00 45.00 24.66' C70 O O ° n O C68 Jl l ti i�� 7 / p / oo 2p \\ yS� ? \h / I3 / Oh )/ / �/ /^`4S0 cn . . - . . - . . - . . N 89 47 OS W 119.66 _ _ ? �° 1 g z erg\ O\ 01 i 1 / `� h / o' Qg� o o z - . . - 1 C3 �� c, i oti / / o / �gs0 °• °/ V /�° 2 ti / / ^ego , LliZ S L10 b � 6''O4 ti°h i i o ''2 G o �o 0 La 5 4� O \/ o• / b / 3 / / ^ CS CY SEE DETAIL B 'o o / �� / ° , `� / O / - S 89 47 OS E 185.88 N \ 6S / / c} \ 42 O � b --- --- 45.00' O -1 i- -i i- -i i----- II w J\ / - It t z co \ 8 30 � 5 II `oo 11I 00 III 40.00' 00 III 000 III I1II Oz L ON 2 L13 °• 6S 8904708"E I 7W H MLLI ACHD TEMPORARY 1SO O Y/ U O TURNAROUND EASEMENT a U) J M " " " uJ Z Nj_I O \ `� 2 I I I "I o oINST. NO. 2024 XX C)n c BLOC100 1 SEE I DETAIL C / > \ I I z I z I z I z I U (n �I I W \jCJ \ N O6g / IJ,' ��� �° O/ ,^`�I� C2I J L_ -_ J L----_J L-----J L-----J L O Q Z 63o5t`, \�6 CI9 C20 45.00' 45.00' 45.00' LL_ o � J2 L20 . \80p, Cg °4708"W 176.17', L�- - zo 1 J �\ I `� I ,,��oo, °tiO 3 ti°`' % \��> C�2 E. GOODSON DRIVE (PUBLIC) v Q I -' S 89°4708"E 175.59' \\, ,/ ��.\ �� ; of , -cIs-- 176.17' Q o I M • • -- -- • ` So ? __ C14 __ CI_3___41.6_7' 60.00' 60.00' z U -- •24.79' L18 20.50' r------114.80'------� CURVE TABLE \ \"`� / `� / ° / ' j 1 1 1 1 1 1 w li 47.00'_ I� \ o I I � � o� / 4 '�' / p I� p - � ILtd I I CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH \ �� C6 co / t� / I N I o I o I o I_ I cyl� of to I o o S` I ti / / O I o I o I o I of p I o 1p 12 °j o I 1 o Cl 136.69' 300.50' 26 03'48" S 76 45'14"E 135.52' � I � I I M 0 15 ` 6" ` DESIGNED: C. GRAHAM i u) Io w �I to C2 250.8T 551.50' 26°03'48" N 76°45'14"W 248.71' \ / ^ / 5 W I o 1 0 0 0 II o "' Ln I 10 1D �. BLOCK 9 ^� I I W o ^I I I c o / I I I I p Z I N °j I I C3 295.00' 648.50' 26°03'48" N 76°45'14"W 292.46' o / I 6 w 1 w w w Iw \ l� / ^2 I N I 7 N i $ N i 9 Ni DRAWN: L. HAASE .I 1= "•' I �'�' L--S 89°47'08"E 114.80'--J C4 110.74' 70.50' 90000,001, S 45°12'52"W 99.70' (,' Z Opi 1iJ = N 11 N o IQ'i l� ♦C6p l l ° I N I N I N I N I o --_---_ I C5 34.46' 70.50' 28°00'33" S 14°i3'08"W 34.12' �' �� / o I I I -, I -, N IN N I\ o nor-------- o \ 2 1- I ° I o 1 0 o CHECKED: C. GRAHAM O I C6 26.82' 70.50' 21°4745' S 39 07'18' W 26.66' `�`! - o 0 o I o w ¢ IO o 131 ` z NI I �� ` -`-_ ? I _ o I o I o I oll o I ti • NI io o C7 49.46' 70.50' 40°I1'42" S70°0701"W 48.45' \ �10� \ ��CS9 ----� �_ z I z I z I zI APPROVED: C. GRAHAM I1z z I� Uj 0. Ip I I I I I I I Z I Cll I 1 j 14 io rl). C8 78.54' 50.00' 90000,001, S 45012'52"W 70.71' \ \`9T�J \ CZ C58 --J L-------J L --------' �--------' p ____ ti0 h I 11p I el- C9 30.26' 29.50' 58 46'04" S 60 49'50"W 28.95' ._ C57 41.67'� 60.00' 60.00' 37.29' / �'/ N I I C10 20.37' 29.50' 39033'I8" S 51°13'27"W 19.96' o G9 L0 �rS L--S 89°47'08"E 114.80'---1 Ci 1 9.89' 29.50' 19°12'45" S 80°3629"W 9.85' - \ - _ - - N 89°47'OS" W 246.67' - - - PREPARED FOR: r] o D ---------- C12 203.11' 446.50' 26°03'48" N 76°45'14"W 201.36' - BLOCK 3 1 _ _ G20 LLC p �, G (o r------ N _ - � L I 1 LN C13 18.34' 446.50' 2021'10" N 8803633"W 18.33' PO BOX 593 Ld Ld of jo I o C14 58.35' 446.50' 7029'17" N 83041'20"W 58.31' CURVE TABLE 13 to 0o C15 58.95' 446.50' 703353" N 76009'45"W 58.91' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH EAGLE, ID 83616 >_ 14.50' o0 1p1 j`D( � C16 58.72' 446.50' 7032'08" N 6803644"W 58.68' C51 111.93' 795.50' 8003'42" N 80048'00"W 111.84' r-- z I I � C6 I I C17 8.74' 446.50' 1007'20" N 64°17'00"W 8.74' C52 30.00' 55.00' 31°15'10" N 26026'00"W 29.63' LINE TABLE I a _ L--S 890470S"E 114.80'--J I C18 193.78' 426.00' 26003'48" N 76045'14"W 192.12' C53 39.58' 300.50' 703247" N 86000'44"W 39.55' LINE BEARING DISTANCE C3 ~ W W I r---------------� C19 184.46' 405.50' 26003'48" N 76045'14"W 182.87' C54 43.31' 300.50' 8015'28" N 78006'37"W 43.27' Ll S 26016'40"W 44.41' N i I !L - 11 N I 1 C20 53.41' 405.50' 703247" N 86000'44"W 53.37' C55 43.31' 300.50' 8015'28" N 69051'09"W 43.27' L2 N 26016'40"E 7.00, N 10 N o j 12 to C21 58.44' 405.50' 8015'28" N 78006'37"W 58.39' C56 10.50' 300.46' 2000'06" N 6404322"W 10.50' L3 N 00012'52"E 7.00' Y " ° z �i BLOCK 9 �� C22 58.44' 405.50' 8015'28" N 69051'09"W 58.39' C57 18.33' 551.50' 1°54'17" N 88050'00"W 18.33' L4 N 89°47'08"W 84.38' Q) C23 14.16' 405.50' 2000'05" N 6404323"W 14.16' C58 76.39' 551.50' 7056'10" N 8305446"W 76.33' L5 S 6305753"W 33.91' II oo z N I I � I �____________� C24 343.21' 754.50' 26003'48" N 76045'14"W 340.26' C59 72.81' 551.51' 7033'52" N 76009'45"W 72.76' L6 N 5903145"W 34.73' w I z I o __ C25 51.36' 754.50' 3054'00" N 6505538"W 51.35' C60 74.59' 551.51' 704457" N 68030'20"W 74.53' L7 N 44047'08"W 14.14' � J L-_____--J 1 A C26 51.40' 754.50' 3°54'11" N 6904943"W 51.39' C61 8.74' 551.73' 005429" N 64010'35"W 8.74' LB N 52005'38"E 13.01' N 60.00' 25.00' L 7 ■ 40+_---- o �,5 C27 51.43' 754.50' 305421" N 7304359"W 51.42' C62 3.36' 754.50' 0015'18" N 63050'59"W 3.36' L9 N 36018'16"E 7.99' O j C28 51.47' 754.50' 3°54'31" N 77038'25"W 51.46' C63 10.01, 648.00' 0053'05" N 64009'52"W 10.01, L10 S 80026'24"W 22.20' . - . . - . . - . .U C29 51.51' 754.50' 305442" N 81033'02"W 51.50' C64 44.19' 648.47' 3054'16" N 66033'31"W 44.18' Lll N 27053'05"W 22.20' Z w C30 51.55' 754.50' 305452" N 8502749"W 51.54' C65 44.19, 648.47' 3054'16" N 7002746"W 44.18' L12 S 27053'05"E 22.20' p LEGEND C31 31.14' 754.50' 2021'53" N 88036'11"W 31.14' C66 44.19' 648.47' 3054'16" N 74022'02"W 44.18' L13 N 8002624"E 22.20' Z Ln fV C32 352.54' 775.00' 26003'48" N 76045'14"W 349.51' C67 44.19' 648.47' 3054'16" N 78016'17"W 44.18' L14 S 18043'20"E 14.14' __ _ C33 361.86' 795.50' 26003'48" N 76045'14"W 358.75' C68 44.19' 648.47' 3054'16" N 82010'33"W 44.18' L15 N 6104635"W 9.35' O Z SUBDIVISION BOUNDARY LINE \l 0- C34 21.01' 795.50' 1°30'49" N 6402845"W 21.01' C69 44.19' 648.47' 3054'16" N 86004'48"W 44.18' L16 S 31°2648"W 17.89' 7A w 0 LOT LINES C35 45.07' 795.50' 3014'47" N 66051'32"W 45.07' C70 19.85' 648.36' 1045'14" N 88054'31"W 19.85' L17 N 71016'40"E 14.14'otf �_ J w CENTERLINE C36 52.92' 795.50' 304842" N 70023'17"W 52.91' C71 1 42.81' 28.18' 87001'06" N 43039'16"W 38.81' L18 S 8904708"E 15.50' w C37 62.14' 795.50' 4028'31" N 74031'53"W 62.12' C72 224.42' 48.00' 267053'09" N 46025'11"E 69.12' L19 N 00012'53"E 38.00' _ --------------- PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT C38 180.72' 795.50' 13000'59" N 83016'38"W 180.33' L20 S 8904707"E 46.00' Q z C39 17.92' 13.00' 7805843" N 50°17'46"W 16.53' L21 S 00012'53"W 31.00' EXISTING DEED OR LOT LINE L u C40 47.48' 55.00' 49°27'S0" N 35032'20"W 46.02' m C z @ FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED C41 10.07' 13.00' 44022'05" N 38005'12"W 9.82' G LLI O C42 10.00, 13.00' 44004'27" S 3803946"W 9.76' UJ FOUND 1/2"REBAR/CAP PLS 11574 C43 1 180.38' 55.00' 187054'48" S 3301525"E 109.74' > SET 5/8"REBAR/CAP PLS 11574 C44 52.78' 55.00' 54059'07" S 3301226"W 50.78' 2030 S. WASHINGTON AVE. �e p J cf) • SET 1/2"REBAR/CAP PLS 11574 C45 39.06' 55.00' 40041'22" S 1403748"E 38.24' z C46 31.63' 55.00' 32°57'00" S 51°26'59"E 31.20' �N EMMETT ID 83617 W Q N 1 LOT NUMBER C47 46.73' 55.00' 48040'44" N 87044'09"E 45.34' S� Z �1cENs �� (208) 398-8104 _ STORM DRAIN EASEMENT-SEE NOTE 12 C48 10.18' S5.00' 10°36'35" N 58°05'29"E 10.17' �� C50 8.798.49' 13..51 37°25'41" N 71030'02"E 8.34' a 11574 o FAX (208) 398-8105 m � L�;�-2� ACHD SIDEWALK EASEMENT SEE NOTE 14 C50 68.79' 795.51' 4°57'17" N 87°18'29"W 68.77' p" t� 3/3/25 ACHD TEMPORARY STORM DRAIN-SEE NOTE 18 � OF OFF BEAG�' Lcn�Sul eJ'i\� LLC WWW.SAWTOOTHLS.COM POB POINT OF BEGINNING Ld_ SHEET. DATE: DRAWN BY., CHECKED BY. JOB#: DWG#: In 1 OF 4 312025 AR JB 123155 123155-FP J_ U L0 N O N CSW PROJECT NO. 23003 DRAWING DATE 05/07/2025 CD rl O ■ m NSF� N 16970 5-7-25 �O,Q7�TF OF�OP�P,ZQ� NNE M.GFL U) N J 0 30 60 120 180 In Y p SCALE: 1" = 60' J L -wl U _j J U W Loon, O L 00 M p t.O S T 0)tD ro z0 p 3 rn m LLIcn -. eP BLOCK REDETAILANG 5 I SHEETL SEE C9.1 a m w ACHD SEEPAGE BED #2 w e.0. W I B..PI '• — — �PI BPI •BPI BPI• —6..PI - - - - - - — — - - - - - - - - - — — - - - U r-------- 7 00 1 1 fo 20 / , ;; , , 1 I BLOCK 8 / STUB 6" PI MAIN FOR FUTURE PHASE 1 / FUTURE EXTENSION 00 / 3 / / \ \ x—x—x_x � I "r--------- x' I / / j 4 // /� STUB 8" SEWER MAIN AND w p 1 8"W x� L, / / / / / INSTALL T-TYPE CLEANOUT FOR j I 19 <s"ss - GOOD CO ,\\\J / / / / / / �q - / / / / s FUTURE SEWER MAIN EXTENSION p --------� _ UR / O 0 = Lu I w ' / / 5 / / / ACHD TEMP 00 J SWALE #4A STUB 8" WATER MAIN AND INSTALL o V m 2" BLOW-OFF ASSEMBLY FOR LO Q 1 �-- r8" 8 11W �/ / / / 6 / / / / r7 FUTURE WATER MAIN EXTENSION o 0 18 1 !'----'I I I I I I I I , r SS / / / / / / / TOP __ b=-Q� c� BLOCK 1 30.00' SEWER/ SEWER LINE 'A' 1 1 1 / / / / / / �� �� \ o --- WATER EASEMENT I I I I SEE SHEET C5.0 1 I / /r //� / 00 41 a O I --- 16 I I I I I I I / /-� / / / / , U I 1 5 I 14 I I 13 I I 12 I I 1 1 / / / / \ / / SEWER/LINE 'B' e.o m I 17 1 I I I I I I I I i 11 10 / / / \� ` j / $ SEE SHEET C5.1 / / `� ACHD TEMP yry"4i Z I I CONNECT TO EXISTING 4" I / / / / / / SWALE #46 - _ ACHD TEMP 3 � � � _Id..4 I PRESSURE IRRIGATION MAIN I I I I I I / / 9"00 / / j �`� \ �`� / / g / �� INSTALL PAVED I I SWALE #38 Q p - - ----- - I I I I I I I I 1 1 / / / / / / n / / / ¢` 1 / n TEMPORARY TURNAROUND I I .= zLLJ o w Ld _J L_ _J L_ _J L_ / / cn � CONNECT TO EXISTING Id ; -J L_ 1 1 / / l / / / / / � SS 8�, •• �/ / / ' � / � �pi > � I g z 8" WATER MAIN - - - - - Id..t _J L / l / / < / / o� / / _ �� ;= Q Q 0 w l l FUTURE PHASE + w I I STUB 8" WATER MAIN AND INSTALL � � � J L / / / / 7 / / / / ` / / INSTALL CONCRETE PAD FOR =_:= I - � U) z I �d. : 2" BLOW-OFF ASSEMBLY FOR u g o O ® �/ / / / / / / / ` / ,/1 / MAILBOXES. SEE DETAIL 8 SHEET C9.0. ____,�_ I I FUTURE WATER MAIN EXTENSION J 12"w 12"w `� / / / // 6 / // / /^` / ' / / z / / / ACHD TEMP Q I C) z to o cn J / / / / / / // / ` SWALE #3A r._� -, I -� Fh o N z II ��'� `� BLOCK 1 / / \ 3 SEWER LINE 'A' / / / 7 _ 0 w - 5 SEE SHEET C5.0 / � / / 3 / / � � � _ s"s II SKYBREAK SUBDIVISION NO.1 - EBIN J % / / / % / �> // % // / �> �`_ _ _ _ a'PI _ _ a" I == r=_-� --� z F_ CONNECT TO EXISTING 8" - C�Ey ` / / / BLOCK 10 ___ - I _ L_ SANITARY SEWER MAIN ORIVE / 4 / / // / // // / 4 / / / / I r---, ---� ---, F_ -I O \ <\ / ACHD SEEPAGE BED #1 // ` < / / / / / / I I I I I I I 1 1 1 1, 1 15 1 CONNECT TO EXISTING 6" a0 z -- �o a /7 3 / /; ` \ / / / / 5 / / 11 I I I I I I I I I I I PRESSURE IRRIGATION MAIN j m N / / I I I I I I I I I I . _ O <\ •• < j / 1 1 I I I I I I I I I I I I • I I o l� PI / / \ / / / 6 I I I I I I I I I I I rn L-----------J z U Id•'b `�// / / rB° 6 / I I 7 8 9 10 11 1 to I � O \ \ / v SS 1Y l I I I I I I I I I _ > a / / ♦ / 1 1 00 a / I I I I I I I I I I•' � /,. Q• � / � / • � I I I I I I I I I I I I . d / _ I I I I I I I I I I I I 1 14 Z DESIGNED: C. GRAHAM SKYBREAK SUBDIVISION NO.2 p t7 / / / �� L-- __J L_ —J L— _J L— _J L— -� / I .0 DRAWN: L. HAASE w / / \� \ ------------ - / I / z / • •' , ' CHECKED: C. GRAHAM w 4'p, \ / / / E GOODSON DRIVE s"vV ------------ p I I I m APPROVED: C. GRAHAM �_ V CONNECT TO EXISTING / L / / 3 _ I I 3 zp '/ 8" WATER MAIN `� / / / / / / 13 00 I BLOCK 9 1 Lu — N I PREPARED FOR: U 12„w I Q -,� _ / I 1 L-----------J m � � �°%�a � 4 / 1 I I I I I I I I I I m y $ o - '?'w ` BLOCK 9 / / 1 1 I I SEWER LINE 'A' I I I I p o , / ,. G20 LLC m / \ / 11 r------------ Y ,� � / I I I SEE SHEET C5.1 I I I I w 8"S �� / i 5 i i i i i i i i i i 10 i `^ PO BOX 593 6 I I 7 I I 8 I I 9 1 1 I 12 1 EAGLE, ID 83616 CONNECT TO EXISTING 6" Q I I I 20.00' COMMON PRESSURE IRRIGATION MAIN Id..i• m w / � � � ai J L__ I I I I I I I I DRIVE _ � _. I ,3 V) O - _ E BINGLEY LANE (PVT) W 4"PI _ I I N _ N I` 4 - D SKYBREAK SUBDIVISION NO.I I f O L N Z /r w m \ � -- w l 4 P 4"PI 6"PI 6"PI � L \` SKYBREAK SUBDIVISION NO.3 ` L 1 1••` w 0 CA J 1 orf J w_ Z LU w w w D O V) Q J z � J cn � � Q CO J Lu J � / 0 Y ILA O w I— U) J_ U L0 N r1l O N CSW PROJECT NO. 23003 DRAWING DATE 05/07/2025 w O C200 m NSF� 16970 5-7-25 �O,Q7�TF OF NNE M.GFL U) N v 0 30 60 120 180 J J Fn u� Y SCALE: 1 = 60 J / \ BLOCK RETAINING WALL i > ��/ - - 1 ACHD SEEPAGE BED #2 \ I I - °1 \ SEE DETAIL 5, SHEET C9.1 w 00 \ �� FG l �v+�o l \ �+ �v+ \ + \ \ �c+ F�' I \ �f c3` �f c3` �f c3` F�' ��' F�' i F�' F'�- \ �'1- �'1-I �'1- !�'� '1- \ '1- '1- LI Y� u� o > Toiysso e� ,��s `��' o ti� o \ 06 I �.'� �� a �� 06 �`' �� �.� \ ,�y ,�.y. 6� h� a \ ; / � s � � \ ' I ° � \ h h � o 0 0 • oti' o`�' o"�' '�• a• �• x o z ti h �-• ti tip• ti- - ti- ti- ti - + - + ti ti ti ti - - - -ti ti- -ti - ti ti- � - � � o ~ � o� ti � h � � h � h � � y9• 59 z y95 j j F � -i m w / �'� g6' _I _ cn c 00 , N 0 2> °11ti� O� `l� p� 2�S .c� `L� BLOCK 8 �1 y>/ �� �, -7 FG FG FG g0� r\ �i / �� //2js .c� ��6' a oN lh� 00 p S h �' °° " s o d �L N 1 G C E O w I !y A. �,`ti �S. I �0 , , ' , , ' ,n O' / 0 � � FUTURE PHASE ^h oo � � � �. S. rc w 12 0 �h�' X X N `L'Ilb N 3 2'156 �V `\' `L cro / `O� I I / O� / rn w I I I I t `l' FG ) yc� 4 FG 26 ,' n41) �G ACHD TEMP / oo //G `" D �o >> o \ u s X 5p 2� / ''16 04 SWALE #4A N F 2) ® , O ss , FG O ��19 �`C 5�03. O ® _ - ooDspN 2�5 / FG FG g4 / 2�y9�y FG ACHD TEMP � cn W 9 �4j�1. `s»2751.59' -r 520 6 2'I� SWALE #4B cn 00 w `L ._ �5 FG ,275 5 28 1� ti �O F F F F ti F h �jO rp0 O`'� w� I FG O �00 fx° .y O\ ?1\ g'I' FG y861 .� 2�yg. EG/ ti G .�': / 16� �'�'h �O`O ,y10 �6� ��� �0�. 66. 60. 61. X Q -� 2� FG 18 �� � - 1h 1h �ti• 1�'l. .` 2�5 FG 2 �+ yp l�,• �. �. . � �, qG �'' N �o O� c 2 s, � FG FG ti G 1`°� �� 6 6� 27�'� / 59 29 2�y G O�` .� - Lo Lo 00 h� ti �9' �S• c� ` �' G h� p 2�y FG 7 2� l N g 2766 - o 0 o cl) \ I �'� ,LDS N LL BLOCK 1 F �'� 5� / FG 96 G 6, '� �� w N N 00 b 16 14 13 \ `L �p \ 2�5 / FG 758 2�lbld / `lam i N F 00 �" ss8 C 16 6j '`� o 0 0 I0 S� , ro LL r G 15 1 2 ly FG ,1y6. \ / ,, 2 8 FG / O� , G 1 �� O `L h D 8' `L G' `17 1° �G 2�5 �G ,S2 �� 2) 10 / 2 G `-,• �� y�9� G / '�.®+ �� / 1 N FG 10� 0ry '` 0 0 ro'\ 6 O fx r- FG �,. o 0 0 i. p�. S F 9 2 F r 0 O `L 1 1 1 1 1 F ACHD TEMP 2753 �.� 0 8 8 i N h 0 `L 27 53 - - - - c�6• / 6p. O G a+ FG r, `L ti ti ti `L I z 1 O '� 0 / � _ 2'I 5 59 'I h o � G G G i G G �! i tx°' SWALE #36 � �r i 6, F F / F F 6 FG g'I 2�5 FG EG 2 o,� / �'� �� �I 'o LLJ 16 I IL O , '�`� .�h 55 `� 'lye 2 1 / 610 g°�' G / 6r, �� ACHD TEMP N Q ti oo h� u � \ ti _�ti - 0 27 I 2 '159 �60 G i / 2�0p Z� �� FUTURE PHASE / SWALE #3A N w_ I �^ r�`�' ��kro z N oo \ ,�O �O ,��1 ,��'� ,yro ,y�o �'`� 7 FG / $25 2� rL F FG p1 ro G �C® \ h ��0 2756 �5 ` 6 / 62 - 0 � � > - - 276a F • ® 1- - - F�' FG FG �G `L G �1 �� h�O ^`° FG 0 2� ti� 2 G 0 �' ^� `ti F Q F o Z o G 1 N y89 / F °�/ ��' 1`1' h°` \ I 2757 2� 2� \., �� ro`L/ Oti' 6tij. 6tK Off• ,9 ,�Qi o Q z - - F ti� O� / 5 FG 0� / F G 2�61 FG 5 , _ `L� `L� �1 �L� `L� `L1�O - - a a \��� O SKYBREAK SUBDIVISION NO.1 _ FG g1' BLOCK 1 / Z'159' pg� / �'16 ��1 �� D, ,�'�� zg � I G '�� 2758 v� FG ® 2�6 FC' 4 FG �16 i 66 6�� 6�0 I f 16 ,s9 '� Q 0 � i �FY pRIV ���1 / /� 3 r ` 1616y G r F� �G l�C� �l�C� s0 G S� 15 �C _ p o z _ E FG �, �. r F �6 F , 0 N \\ ACHD SEEPAGE ) ti BLOCK 10 O o BED 1- 2759 / �P A� I° O 0 BLOCK 9 a L<i _ v ,yy # \ �62 `L i 6 L76 t I t �60_ 277 !� 2 F G - �` 7 g ,16� 10 /i 1 cy Q 2760 O� / a� \ \ ��° G �� o �6� I" �� w z �ti�6 // // a 6°c In.'e0=0L , zlc-p=9 ==, , FG , ° : F , ��s14o SKYBREAK SUBDIVISION NO.2 a <c � h � � 0 � �� oLL- G e.o. 2761Lu `L� p I ` FG i �6o a'�, - E GOODSON DRIVE_ - / - _�� Oo,• �j D � 2773 `L� �� �G' DESIGNED: C. GRAHAM 25i E �. O 6,. tea, 1300 DRAWN: L. HAASE w \ � T / 0 / `i 66' �G' E) '� 6 '� I s '� ro `L 4 CHECKED: C. GRAHAM w 2763 BLOCK 9 s' '2• ' , s, �2, ass . , 277 FG - 11 APPROVED: C. GRAHAM O 2764 / 2770 � i 0 0 2,,?OA�c 12,/ \ PREPARED FOR: o _ \ Z�6 �Gti ��'� �' o �oyi-�y� 277, ', G20 LLC �°` ti�69 0 ems. ti� off' PO BOX 593 ti - ti- - / ��, �� `� o- �2� �c� EAGLE, ID 83616 E BINGLEY LANE (PVT) II SKYBREAK SUBDIVISION NO.1 0 N, Lj I ■ J I -�/ ` - - -I I -SKYBREAK SUBDIVISION NO.3 O - - U Z w O 7 O z ABBREVIATIONS GRADING NOTES - Q Z O 8. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OForf J Q w CL CENTERLINE 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA REMOVING THE TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR J w EX EXISTING GROUND NPDES PERMITS PRIOR TO STARTING WORK. STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PER ry, = FFE FINISHED FLOOR ELEVATION INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED R Ln FG FINISHED GRADE 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE LOCATION. m W V FL FLOW LINE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. CC z I-- GRVL EDGE OF GRAVEL 9. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN G w MATERIALS CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS LLJ Q HP HIGH POINT 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B (/� D INV INVERT COMPACTION AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER I 5' SIDEWALK w AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR O Q � ME MATCH EXISTING cf) RIM RIM ELEVATION 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND I I Q V z TRC TOP BACK OF ROLLED CURB FROM PROPERTY BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE DEQ EROSION CONTROL PROCEDURES. BELLY LOTS 8" BELOW BACK OF W N TVC TOP BACK OF VERTICAL CURB PROJECT SITE ONTO ADJACENT PROPERTY. SIDEWALK (MEASURED AT CENTER OF LOT) � C = 10. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL 00 G_ TOA TOP OF ASPHALT REMOVE ALL DIRT, MUD, ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE m TOC TOP OF CONCRETE 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE PAVED SURFACE AND STORM DRAINAGE SYSTEM. v AISLES SHALL BE EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE J SOILS, REPLACED, AND RECOMPACTED. \\ \ \ \ \ \ \ \\ \\ i\/\/i\/i� \/\/\/\/\/\/\/ / / /\ /�/i�/��/\ 11. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY / \\\\\\\\\\\ \ \ \ \ \ \\ 6. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED /� /i�/ / / / / / / / / / / / / / /� O CONTROL OF ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN \\�\ \/\�\�� /� LA ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF ALL � IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. w PLACEMENT OF FILL MATERIALS. cn 12. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME TYPICAL LOT GRADING DETAIL 1 J 7. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. SCALE: NOT TO SCALE C3.0 > GENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM v 13. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL PREPARED BY ATLAS DATED SEPTEMBER 15, 2020, PROJECT NO. b2013389. N HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL CSW PROJECT NO. 23003 REPORT FOR ADDITIONAL REQUIREMENTS. DRAWING DATE 05/07/2025 w O c3mO m NSF� 16970 5-7-25 OO,Q7�TF OF�OP�P,ZQ� NNE M.GFL U) N U 0 30 60 120 180 Fn Y O SCALE: 1 = 60 Li - JW1 E / r - - - - - - _ _ _ _ _ >_ / / CB #26 ///// �11111 0 Q25=0.67 CFS \ 1 1 I /// 1111 \ i r 1 rn Ln (u 00 � I I / / Q100=0.93 CFS / ACHD SEEPAGE BED #2 \ i \ 1 I I I�` ` 1�I Y� o co r� p 1 1 \ \ i � > 1- - - 1 \ 1 � moo / / 15'Wx9O'Lx8'D \ \ I I I / \ I \� i/ 1 L X 0 C It z I I / ±21 LF 12" PVC ® 0.98% / 100-YR VOL=5,286 CF \ \ 1 \ \ I I \ ` 1 \ \ \ a) cf) o0 \ tP� / / CB #2A SEE DETAIL 1 SHEET C9.1 \ 1 \ \ I 1 I I C\ ~ \ \ \ \ I m w V)i � / Q25=1.67 CFS / \ \ 1 \ I I \ \ I \ I o o / e.o. / ±86 LF 18" PVC ® 0.00% \ I / / ` a / Q100=2.32 CFS \ 1 \ I \ \ \ / \ O N w - - - is - - I - - - - - L - -� / m � Li1 I / 20 \ / 2�s I \ ACHD TEMP SWALE #4A r\ / l / // I' u 00 BLOCK 8 / / TOP DIMS=14'Wx40'L I I f47 LF 12" PVC 00;50% *I t ;;', ;; , ; , ;; , ; ^�co I I ss 2 3 / BOTTOM DIMS=2'Wx28'L DEPTH=1.00,cn cn I s ® ^� J I 4 / 100-YR VOL=216 CF Q I \�ZSG TRA(P #2-1 ® �c (IVh� SEE DETAIL 3 SHEET C9.1 w O O ±35 LF 18" PVC ® 0.71%- N IN IN D J \ O\COO N 1\ / / ( w N N O Q O \ \OSON CO / 7`l / �p �\ �, ACHD TEMP SWALE #413 / / B.o. Q M w 18 52 2>s URr / / / / TOP DIMS=18'Wx32'L , / '^ 'L� `�� \ \ / `� / / BOTTOM DIMS=2'Wx16'L i - o o 0 I \ 275 \\ 1h 7 �/ \ \ DEPTH=1.50' , �/ \M o z cn \ \ / CB #1 B r� a. . / / 100-YR VOL=336 CF ""� W I 16 14 13 \ \ / _ ao \ 15 �2 \ / Q25=0.99 CFS / SEE DETAIL 3 SHEET C9.1 I 17 27 , 10 \ �� ti156 Q100=1.38 CFS O I 52 // / ' / 6 'I 6 z cn \ 2754 BLOCK 1 1-1\ 2753 N 2 / 74 ^ / \ \ I I ACHD TEMP SWAL E #313 2 ACHD TEMP SWALL # W i Lo r / `�� TOP DIMS=18'Wx26'L `: > TOP DIMS=20 Wx79 L a 0 r I I BOTTOM DIMS=4'Wx63'L z w z O I \ 2755 N f25 LF 12" PVC ® 1.00% 1 Q !� - I 7 h� \ � / / BOTTOM DIMS=2 Wx10 L : DEPTH=1.50' \/ 0 a_ a z \ I \ 2756 / ^``� �\ �\` / DEPTH=1.50 w I I 100-YR VOL=1,125 CF a Q o _ ® / N _ # SEE DETAIL 3 SHEET C9.1 � U) z - CB 1C' 100-YR VOL-264 CF "a , > I I - J 6 Q1Q00=0.25 CFS / 2761 2 SEE DETAIL 3 SHEET C9.1 f ' N� P I I \ w a 2757 - / \ \ o Z o z 11) SKYBREAK SUBDIVISION NO. _ E N / 5 t17 LF 12" PVC ® 1.06 3 -10� o 04 i B/ C BLOCKI / �62 - - - - - - 0 Q cn I "�FYORI►/ 2758 4 ® 2 a I f , 2769 E SG TRAP #1-1 BLOCK 10 I Q ±70 LF 12 PVC ® 0.78% 6� 216 O 15 Ljj 0 / \\ I\\ _ \ I - _ \80 - 2759 / �� �6� ,/6 I _ 2770 • 6g 0 1 I� d,.t LF 18" PVC ® 0.00% v \ \ `L ^rp� 7 8 > 9 10 11 1kit v" \ CB #11A 9766 77 I w SKYBREAK SUBDIVISION N0.2 \ / / Q25=1.14 CFS / \ /2'167 \ ��0 I 14 - - ( Z Q100=1.59 CFS 2 O DESIGNED: C. GRAHAM I ton Lid GOODSONt-DRIVE B.O. 2 / �6 j DRAWN: L. HAASE 2762\ _ vi \\ \ / / / _ , - _ / " O CHECKED: C. GRAHAM � O � � O m / r - \ Kpj 1 '\\ HD SEEPAGE BED �1 �( .165'/ � 3 / 13 APPROVED: C. GRAHAM 15'Wx74'Lx8'D, 2 / 2769 - Q 0 - \ / 1\ 100-YR VOL=4,314 CF 2763 770 ' �2 BLOCK 9 W 1 / SEE DETAIL 1 SHEET C9.1 BLOCK 9 o � �' / / � 5 PREPARED FOR: O II / / / 2764 i O G20 LLC 6 8 9 ��'� PO BOX 593 2�65 i0/ 12 , Zr, _ _ / / / / I D / // 66 �,�� �w 2769 / EAGLE, ID 83616 _ I I I Y E BINGLEY LANE (PVT) � - -- - --E SKYBREAK SUBDIVISION NO.1 i "4PI 6"P I / I �\ I j C5 0 \ ,, -5KYBR EA K SUBDIVISION \.3 Ld Q z O cn Jorf Q w STRUCTURE TABLE L m w V z STRUCTURE NAME: DETAILS: Q D CB #1 A RIM=2759.90 cn z 12" INV OUT=2757.40(NW) O z RIM=2759.78 Q CB #1B 12" INV OUT=2757.28(SW) W Q C = RIM=2759.63 C CB #1C 12" INV IN=2757.03(NE) J 12" INV OUT=2757.03(SW) Y CB 2A RIM=2750.06 # 12" INV OUT=2747.58(SE) ILA O 3: RIM=2750.06 W CB #2B 12" INV OUT=2747.56(S) RIM=2760.38 J SG TRAP #1-1 12" INV IN=2756.85(SE) c> 12" INV IN=2756.85(NE) ,n 18" INV OUT=2756.00(SW) N RIM=2750.72 CSW PROJECT NO. 23003 = SG TRAP #2-1 12" INV IN=2747.35(N) 12" INV IN=2747.35(NW) DRAWING DATE 05/07/2025 18" INV OUT=2746.50(E) 0 c 3 . 1 KEYNOTES 7 ° ° 0 20 4o so 12o E sFo�ti� m \ O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO ° 6 R=20.00' 2 O \\ PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. ° / w ° 3 M HORIZONTAL SCALE: 1" = 40' 16970 � 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" WITH TRUNCATED DOMES 2 ° VERTICAL SCALE: 1- = 5' �5-7-25 O PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED a ° U "TRAFFIC YELLOW". F C OOQ cO3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. 6 0AV ��o� �, <o / 2759.65' J ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. 00 0.50%�r'� < LG a J 3 J co to \�° y 2 �1# Y O5 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ° Ln N -i a, � \ bn`' 1/\ rn R=20.00' i 0 N © 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. ° 05 °° SITE KEY ° 0 2j 60. \ g9 2 J I I I � O7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. 6� G \V-G / 2��g. ° ° a i o 1 250 2 V G > d d y ® SIDEWALK TO BE 6" THICK AT COMMON DRIVE APPROACH. 2159.-i1, 2�60.2 ass ° D U 0 1 LL Og INSTALL CONVEYANCE CHANNEL TO TEMPORARY SWALE. SEE DETAIL 3 SHEET C9.1. ° T c� 5 \ o�� d (Jul o o 00 o I �6 co cm z R=20.00'° o / �o X y \ 6 O rn 2 LG a� c� m w U cf) \ 2759.90, <� (no w g) p o\ a O ry �• 1.71% � m E °B N 6 fu W u ?j N ° fib �� / !C S^V`�o• ° ° o d O 3 2 cn ° R=20.00' w / 2 N SEE RIGHT N N N INTERSECTION DETAIL Q M ~ I 7 SCALE: 1 "=20' M c/) I I o 0 ,z BLOCK 1 4 'O c� 0 x000 �G R=20.00' _ o �� R=20.00' so h� o00 C) I 2 170 ss ° B.��h° Ox0 G CDw . I cn - - _ _DSO + .�� - - - - - - - - - - - - - - - - - o Ld Ou s �,��, ti1y01ox ACHD SEEPAGE BED #2 ~ w o o z BLOCK 8 0 Q 3 0 R=48.00' a R=20.00' 1 w ACHD SEEPAGE BED #1 6 I 20 >0 3 c1 y / N z G 7 I0 s0 4 I o 0 F O H �1 u E 0' 9,h �,�x ' ' i�C1G ' bC1G '/i '/' i z OM z U(n 9 S 1 1 i g0, .\ 6`L, i �G 2 3 \ o N 7 w I I a w ��, oo so 0 0 ACHD TEMP � ti9 �ti' ti off. o° \ o U w cn ' x ' ' dos 6 o h°�, N I SWALE 4A ,�h ��"�,�h ��x �yo�xg Q �a �Ox M 3�2 % i o �C • �ry^0�Oj0 7 Q w BLOCK 1 rL'� ,�fl O 6 G 4 Z 11+00 1 5 �N N rn - - - - 19 - - 12+I-0,0-, _ ��D�• xp,�• \ z �C lL 160��xg O� 1� — - — of N 1 0 ~ lsJ —}- __0 3 1 3 `l' 60 x0 ^ �/� — — — — J 2750.s9 TRC d , � 00 � 1 o S FERNDALE WAY 2 2 N �s> as a� �'-�° —00' ��h 1°c"o 5 z 10+00 o LL- N o 311+00 o m I 12+00 -► o o 0�' a� `O� `L ° \ 7 O o 0 o m o 3 p fl Q >O o 0' y G' 4�0 12 — - \ — I — — I — \ �O 8 d ! �S O 'P� 6'�'' ��` X 0 xp�' O �/ 0 2'15 �k51 �n C140° "� °° 1 g �� T �c o a' L° c' rn �' 6' �' .`� `'`� �� y6 g E C \ 1 6 DESIGNED: C. GRAHAM 3 ® 5 r� r� s, o + t- o a rn ^ 5 5 G ° Op G GAD,' QS °(R O o o �� 9 s• yx yg ON 651 56 DRAWN: L. HAASE 2 p 25.00' COMMON DRIVE R=20.00' n,• CO 15 ' g5 G Ld N ��s c��� SEE DETAIL 7 SHEET C9.0 `L�� 'L`I' G URT 2 1p�k 02 0 7 x0'1 0� s �2�g6 k16.2 G CHECKED: C. GRAHAM W O G O G — �x — - - N 1 g N h1 IS 15 / `3 g 8 Gj O — 1- ® 1 � � �O o o g N � S O 14 1 3 01 ° G' �0 °° `'2 �5k 20 APPROVED: C. GRAHAM x�6 � - - - - - -xV`O S`l - 2�s 2 S U~ + - - -I � � 16 ?�� �9 12 ti 0 �5 1 p0• Z �O�6�' o '.'` �6 O 6 R Q w � N SOP S9, 1 5 OU ® o o ti Q w 60�OQ C1G 0 `�6x�j ��' v o f 17 10 1 ti1�0 ry ���05 0 20 3 I o 2 k PREPARED FOR. o �0 3 60�' O �P ACHD TEMP BLOCK 1 g � 15'`16 g2�G 16 G20 LLC I 2 SWALE #4B �56 Lio — — — �y �'s �0 2 .�° 16X PO BOX 593 6 1 p I °P �'s•q 8 15k5$ �G )0 EAGLE, ID 83616 U �� z 2 I - - - - - 2� ° \ U Q w I 7 16kG�g 12 (RG e �� LLJ w J 3 0 W 6 • N J SEE SHEET C4.1 2765 2765 O _ -------- ------- ------------- ------- ------------------- ------------------- ----- --- ------------------------------------------------------------ ------------------- ------------------- ----- U Z ILL. OZO J -------- -------------------------- --- ------------------- ------------------- ------------------- ------------------------------------------------------------ ------------------- ------------------- ----- ------ ---------------------------------------- ' Z 2770 2770 -------- ----------- --- ------------------- ------------------- ------------------- ------------------------------------------------------------ ------------------- = ----- Od --------------- -------------------- -------------------- ------------------------------- o� cr ---- 2760 z N O 2760 _ Q a Z o o 0 0 ---- O ---N ------------------ -------------------- ------------------- 0 I _ __ __ _ _ -- ------- -- ___ p w n ° M C14 o Z 11� O o o 00 + ci FINISHED GADoo a_ ---- _0 ------------------------------------- 1`0 II NaII _ O W + O 10p) L ^ � +V) J7Oo - I ± N 00 N . NJ 1.50q 1 - ------- M N Nw co + o + o zo � + � o N C14 0) 11 �a � co o `� � 2765 < a II II N Nm 2765 Uo o + o w o N a c --------------------------------------------------- ------- ----------- N Ln o N w wzvFINISHED GRADE C14 C14 NU o IN N w m w Z w---- II II -- _ a N 2755__m a I� 2755 N J 2 If II C14 N C)z a ( 5 >- � N mm _ - -------------- ------ QN = - ---- -------------------- ---ad ---------- -------------------- - --------------------------- -------------------- - i --- ---------------------------------------- 0 uj cL = . - - -- - ~ wa i z � N 552 - - - w a z w U . -_ IU SSING — _ �N 5 5 100% 2009 . --- _ _ m a. a a o_ II. J _1509 00% w _0.50% 276011 200% az 1.009 _ �----------- ---- ----- 12" STORM DRAIN --------- 00 W 2750 2750 2 00 -2.0 % 0.50% Ln ----- - ---------- --------------- - rn - --------CID O � _ _+ ------ a _ VO ce Y � �O OO � N _ + NU �n J w - __ _Oo� -2.00% % Ca II PI STA=11+74.00 o ------- mJ--------------------------------------- -------- ------- PVI EL=2760.28 EXISTING GROUND N o m cn � w m EXISTING GROUND 2755 CL GOODSON DRIVE 2755 N----------- --------- o_ ------------- - ---------------------------------- -------------------------- 0 -------- --------------------------------------- ------ -- -------------- ------------------------- ----- aw --------- 2745 °°� 2745 W 12" STORM DRAIN Z Li CROSSINGce - ---- -------------------------- ----- --- ------------- --------------------- ------- -------- ------- ------------------- -------------------- ------------------- ------------------------------------------------------------------ ------------------- ------------------- --------------------------- W J -- - ---- -- - --- ---- ------- ------ --------- -------- -------------------- -------------------- ------------------------------------------------------------------------------------------------------- -------------------- ------------------------------------------------------------- LL 2750 _ 2750 ano N M Nei n N N IQ o OR2740 _ 2740 N ((00 t0 (N0 t0 t0 (00 (00 0to to to 0) v CD 0) i-. N t0 t0 i-. W � pp � M Of I� � 00 0 I� � t0 0) 0 p n n n n n n n n n n n n M M 0) O t0 M Ol M Y OR O n M a0 O d a0 a0 O O M W O N N N N N N N N N N N N N O O O O O) N N � M d 0) O U) CV O It n LO CO to to to to � ,� LO LO LO L L LO LO V) LO V) LO CSW PROJECT NO. 23003 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 c=a 10+00 10+50 1 1+00 1 1+50 12+00 12+50 13+00 DRaw1NG DATE 05/07/2025 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 S FERNDALE WAY PLAN AND PROFILE U O STA. 10+00 TO 1 3+00 E GOODSON COURT PLAN AND PROFILE c4mO STA. 10+00 TO 16+50 KEYNOTES N �'SGNAL F %, m lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 0 r— PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. lJ6u n16970 w 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" WITH TRUNCATED DOMES 5-7-25 v PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED C)I T PLO"TRAFFIC YELLOW". 0 20 40 80 120 0 F OF ENE M.GAP O INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. HORIZONTAL SCALE: 1" = 40' J I ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. VERTICAL SCALE: 1" = 5' J 'n Y — O CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. u# B.O. 3: N © 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. O�) J � SITE KEY 7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. T� - —� o 1 =250 0 ® E R=48 SIDEWALK TO BE 6" THICK AT COMMON DRIVE APPROACH. D .00' L U O w G Og INSTALL CONVEYANCE CHANNEL TO TEMPORARY SWALE. SEE DETAIL 3 SHEET C9.1. N � 00 M C � L M O U U O / �� ® v X oil N 0 O� O W L ao 0 @JON Of w \/6�OO N 7 1 / / \ PAVED TEMPORARY TURNAROUND. m '_ w fu w r- / ASPHALT SECTION TO MATCH LOCAL fu z v1 \ w a.%/ STREET, SEE DETAIL 2 SHEET C9.0 '; ACHD TEMP w ` w o SWALE #38 u / \ > N• v v o o•� Q cn o o / NG \ 3 9 w w �g2 G 6 /� a r- 5 / 0� 2 > _ Q 16x $o '`00 N N 2�6°' 8o�6 BLOCK 10 — X Z'158' `\ 6 �I�g50 2 ACHD TEMP i `n Q .10 '— J Li 1 SWALE #3A — — J Q9 ;; '' u') u') x `'.2 (RG ` . 2 3 16 g p 0 0 0 ,L�g9 5 /Ni g6 G a 3 / ® a 6p"I 4 Dt6 — — — — — — — — �` G 6s w N N O ® 2� 18kp0 6- a?A �� 9 o O O � 4 Z�6p 0 2 / 4 fax 6�` 27.00' gro w BLOCK 1 3 � �yo 2 NG 2 6 0 nib\8k5��6 5 BLOCK 10 C9.0 I 15 0 z � a 0 2�6� �G 13.00' ACHD 36.00' ° a_ U > `V /2 , \ 2 Wo '� 6 SWLK ESMT p2• A RAW kn ACHD SEEPAGE BED #1 I 7 8 9 10 11 ?� o w x�S + ?jam, m o Q 0 ` `/` \ \ / <° 2Q �l�kW a^°D N N 00 `y ''J18 42 a �R? -0 7 \ ` is k51' o o I M o0� � �g (if / 6 I EVC a ?s�?� 14 u o \ a /1 N 6�� �\ C� �, •?? 6+6, p� ?)S;�9 ?)S x?j ?)S x6,9 ?)S xp� 0 8� C 0 N z / 1gk� 1G v 2p�00 �� �s ?� d 96, U c� 8 O Q \ / } Ld to R 426.0�-0� _ 21+0o �-- E GOODSON DRIVE 22+00 b o m 23+00 a �� ?,° ?� r z r M1,01 o � � o mI � � N51 m o .f, 0 \ 3 °� o o r'� `fix BLOCK 9 \ two fly . ��° ?; 1. 1 ?j ? ?j RS9 �' O Q O N r'O c 0'6, GS 13 z LL- 1 0 ` N XS� �X 00 ?/ `�/ ?/x�R ??x �! ?? ?`fix�S IO I w 0 Az \ ` \ 4 Du � 9 0� DESIGNED: C. GRAHAM 0 DRAWN: L. HAASE w / p \ 5 11 cn o 10 CHECKED: C. GRAHAM 6 7 8 9 APPROVED: C. GRAHAM 20.00' COMMON DRIVE 12 0 \ ` SEE DETAIL 7 SHEET C9.0 I U SD BLOCK 9 I PREPARED FOR: w _ ti� — — PO BOX 593 EAGLE, ID83616 __j 2780 2780 J HIGH PT STA = 23+12.54 HIGH PT ELEV = 2768.77 PVI STA = 23+06.50 --- ---------------------------- ---------------------------------------- -------------------- -------------------- ------------------------------------------------ -------------------------- -------------------- -------------------- --------------------------------------------------- -------------------- - o PVI EL = 2769.41 uj ---------------------------------------- -------------------- -------------------- ------------------------------------------------ ---- ---- ----- ------ ----------------- ------------------ ------------------------------------------------- ------------- LVC _ ---- ---- ---- --------------------------- z ------ LL 2775 co 2775 J ---------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- O?O O N O O In 00 �� w N c0 00(0 r U (7) N--------------------------------------- -------------------- ------------------- --------------------------- ----------------------------------------------------- ----- ------------------- -------------------------------------------------- +^ ------------------------ ---- Mr�--- -------------------------co 0) --- N N N + Z J (OO ---------------------------------------- -------------------- -------------------- - - -N II ---------------- ------ I ----\------------------ /ow - - - - _ �w_EXISTING GROUND ° w 2770 wj 2770 O z z w o Q Q m - -- - - - — _ � --- 0 __-- a ELL J 0 — - - — w c�o >o m o In , -------- o� --------- -------- Q � zJ zoz 0.75% —�(O � - Q II � � . +IInJ ------ 0 1a, NN + O -- p� n cwo 7 + p W 00 c0 I `° W I 2765 5% r� N N2765 II N z 10 J ¢ II W JLd w F- J NW J w ---------------------------------------- --- ----- - > — --------------- ------------------ ------------------ ------------ a --------------- W --------------------- NN ------I \ a > N --------------------------------------- -- a ------ -- CLr� ------ ----< ------------- ----- ---------------------- -------------------- -------------------- ----------N ------------------------------------------------------ ------------ -------------------- -------- ---- -------------------- J LJ.— `' cn ------------------------------------- ------------------------------- w 0.75%— a Q oC 2760 a 0 2760 W ----- - — +r FINISHED GRADE z � a — a CD N - _ ------------------------------------------ w ---------- J a aIL -----------a- ---------------------- -- ----- --- -------- ------------------------------------------ ------------- -------------------- -- ----- -- -------------------------------- a 0 2755 12" STORM CROSSING DRAIN 2755 O 3: ------------- -------------------------- ----- ------- ------- ---------------------------------------------------- -------------------- -------------------- ----------------------- O w V J >_ ---------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- U 2750 2750 tG tG 01 to n O 1n M N 00 O n N W) n N O1 O t0 n M N n t0 d M t0 N N O * to 10 Cl to to N tM n Cl O t0 01 tM 00 O t0 to to - tM O n N 0 O O 0 N 0 n 06 06 O1 0; 6 6 6 N 4 N t$ t+j tG 4 n 4 06 to 0; tC 0; 1-: 6 06 06 06 6 06 06 1-: N to to to to to t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 w 0 0 0 0 0 n 0 n to n 0 n t0 t0 t0 n n n n n n n n n n n n n n n n n n n In n In n In n n n n n n n n n n CSW PROJECT NO. 23003 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 DRAWING DATE 05/07/2025 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 w 0 o E GOODSON DR/S AVERIL AVE PLAN AND PROFILE C4m 1 STA. 16+00 TO 25+00 NOTES KEYNOTES N o�`��SCE sF 'ti m 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE 0 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. ¢ 16970 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. � O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 5-7-25 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER C) �29T U ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0�7 FOF�O P1P 0 20 40 80 120 ENE M.6� L 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. J N 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR HORIZONTAL SCALE: 1" = 40' V SITE KEY OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, VERTICAL SCALE: 1" = 5' 1"=250' � TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. O J � _w � o C�N U `0 w 1 u) M 00 ry) 0 0 o_ B.O. X 3 mL 6"PI = 8"PI 6"PI 6"PI —6"PI 6"PI O � U o w 4" SEWER SERVICE I 1 2 BLOCK 8 fu w STA=1 1+12.69 z 41 20 fu LENGTH=73.39' 1 ���� , �� , ���� , �� M, 3 a, w INV=2745.33' I O 0 u 3 I 2 x x X— 3� /i�0) at 4 N m I 4" SEWER SERVICE I . x k /� ry v�N^O w 00 T STA=10+83.27 13g• tiQ 2 // n cq LENGTH=51.32' B..W k_ �� x 19 INV=2745.70' J 22^ <v�� • 5 SSMH A-2 — 12+00- w SSMH A-3 // c� N a g•, oo <8"SS 13+00 E GOO,, 2 ;�cu�l 2 - �, c,<" p/ N N 2 �x COURT Z 3�x ^� rn ,� 0 0 O M, �k h // O' Q ( Lu H \ \ = 1'� 171' SSMH A-4 ri A:- <v°� < cn /4+ 2 2p/N �h op Cv o 0 0 � 00 00 1 lv l �� co co- 'o m 4" SEWER SERVICE 2 2 172• 2 v= , h /'p r � /^ o 0 U) SSMH A-1 irk g•• try <v a • 7 4•• STA=10+63.76 ^� w rn b o w N;,�- �, 2 cg•• W /i o o w 18 LENGTH=32.00' v O Lo o' o 00 c2 00 ;o SS �Q 20 /N on• o z INV=2746.71' 2 {� � N N CC coo co� v�� °' � � V.��2/ �co rho M -S O FL o wrn � o w + N wN N N N �^ �_ is 00 1 Zhu 8 c�co (n II N II + d 0 W + SSMH A-5 // (U cn cn Q> �� H II w� H II �N2N �NFNd >� =� 2 QC9cV 30.00 SEWER/ cn ,,•, w II c� > ,,, II c� > W II '_ II r� II r� 2 o�� 2 /i v� 00 I WATER EASEMENT 0o N± II N < w z 3 w z 3 z z ct-� N W+ co V co, v ��'� co- a �V .SSCO B-1 C.O. w 2 !n w w N W I V _ W II C�> cn r j II I� o� N >>1. 3 x ^� O �q`� B.O. / ch 16 v �I II N N 3�zz rN �`� "�to [c,o /i M svo, " 9 0 0 4 SEWER SERVICE w¢ z z z _ cw J _ W�I II cv N /�' // /.�/�� &5 O o STA=10+20.26 � * d c� > co + <v 2 Q 0 o, ^• o, � � � - o � W w 17 NNE - WSW? ^= n� UNov� ' \ V. 2 ri �C�co'pco cln LENGTH=32.00' �r cn N � co , / ko INV=2747.58' 2 d J e'T2 S/ +N \76x v= � -°�/^ham �v�o , /a U cn 0 � cn cu 2 \ // n 2 00 r Q c� cV coo / u N o � Id„� o' 1 5 14 13 12 ^�? cv ��'°'h \ F 2 °`1 = /7 10 . w a 0 CO o 11 er 3�v // o // h C v <vX^cosh o z Cf) — — — — SCCO-1 (EX) BLOCK 1 cv��2= ��x o QQp 2 tc,3n L 1 \ Id Of 10 J ������`v � 'V, SQNCQ 2 �`���_� / / 0 a Q .. Ld O cn 1d.. $ v \ k,���ZrycV� Gk'^ 2 e �7)x00 2 // W p / 1 z0 CO O \ 19��p=/ ��40, �.0 12"W 12"W , v K, Ov N / / Lu o. 8"S s I I _ \ �<vQ/r O�Z/N ,V o , 78 0 DESIGNED: C. GRAHAM \ co O ���veZ �x o�oi� 0 0 ° DRAWN: L. HAASE w 5 a ,� /q'^� SSMH A-6 2 w p,// \ \ / CHECKED: C. GRAHAM BLOCK I 4 o�� �v�= �\ `\ � 1 rBSS APPROVED: C. GRAHAM O � 7 •79 j "PI Id 2 x°0\ PREPARED FOR: 0 00 \ ` 3 p 4„P� I�.,f / � �� �� � / �� / G20 LLC w `'� �� �\ // �� 3 1 / 2 PO BOX 593 �� EAGLE, ID 83616 z Q 2770 3 2770 J w � vv co J --------- ------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- --------------------------------------------------------------------- ----------- -------------------- --------- 00 00 Lo ------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- IA IO of 00 a1 N O ------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- �N- II w 2765 N 3 cO+ co z z p 2765 W �. ~ j� d Q00N > > > 3cf) �n - = II pzzz ■ -------------- ------------------- -------------------------------------------------------------------------------- --------------- ------ --------- O L.L J �X W s �Q � j ..o ao M N FINISHED GRADE N N EE 00 a0 co ao - co �MMN II U ^v .. .. 3 O M� O O II ~ i LL_ -------- --- Z O W N - M n -------------- - O O Z-- ---------------------------------------------------------------------------------- -------------------- ----------------- �/ O 0 0 W v ..� N N �co N Q + � 2760 s o z M v z M N c� F- �n N _ 2760 Z > > V) 14, -------- � ao - ------------------- --------------------s M n 00 II O = II II z Z -------------------------------- O n N N� t0O N OD00 N I + � Z O NH �s s — O Z ------------------- --------- N H � --� N N ^ N II Q M_ I� - ----- __N N cr 00 ao 8» WATER MAIN -� Q O WO NZ O ��. N �rn r- � II MONZ ~ II cj z z 7A J Z N M M II _ CROSSING — N — — �O ^ ter- II j 04 II II QN ^ O (NH �s s _— ter � N > > ----- Z O � � ZZ > > NNO_ o0 00 _ = UQ z z ¢o � > > as + Lo Mil cII z z � � 2755 c�� __ : N 04 > N� 2755 Q z z cn cn ao co m a II z z m IQI II z z z cn cn ao ao - - 4" PRESSURE v�i v~i oo ao tNn t~n o' ao oo ------------------- - IRRIGATION CROSSING 12" STORM m C w — —— RAIN CROSSING LJJ --------- --------- ---------------------------------------------------- - ------------------------ ------------------ - - -- --- -- _ - - - — — ------------------- -------------- ------------------- EXISTING GROUND cn 2750 2750 W z z cn 4 PRESSURE — — CC _ --------- ------IRRIGATION CROSSING - ------------- - ------------- ----------- ----- -------------------- - -------------------- - ------------------------ - ------------------------- -------------------- -- - --------------- ---------------------- ------------------------------------------------- ------------------- ------------ ----- --------- � G J -------- ----------------------------- - ------------ - ------------ ----------- ----- -------------------- - ------------------------------------------------- ----- -------------------- -- - --------------- --------------------------------------------------------------------------------- ------------------ GD C3 -------- II --------------- - --------- -- - ------------ ------ ------------- - --------------L=287'--- S=0.42% - -D=8" ----- ------------------ W ----- -------------------- - N 2745 " L=120' S=0.42% D=8" �� " L=128' S=0.42% D=8 745_ 2 Lu ------------------------------------- - ----- ------------ ------------ V) --- - --------------- - -------------------------------------------------------------------------------- -------------------- w --------- -------------t- L - -33' -------- -------------------- -------------------- ---------------------------------------------------------------------------------- - ------------------- ---------------------------------------------------------------------------------- - ------------------- - ------------------- --------- J 2740 =0.42% S=0.42% j D=8 D=8" 2740 -------- -- --------------I---------------------I-------------------- REMOVEEXISTING CLEAN-OUT AND -------------------- -------------------- ------------------------------------------------------------------------------------------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- --------- N CONNECT TO EX. 8" SEWER MAIN. ----------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- --------- oNEX. 8" INV=2742.00' (FIELD VERIFY -------------- -------------------- ------------------- --------------------------------------------------------------------------------- -------------------- ------------------- --------------------------------------------------------------------------------- -------------------- ------------------- -------- CSW PROJECT NO. 23003 _________ _- PRIOR TO CONSTRUCTION) ---------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- --------- DRAWING DATE 05/07/2025 0 2735 2735 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 w o SEWER LINE W PLAN AND PROFILE C500 STA. 10+00 TO 1 8+50 cs oNAAL m NOTES KEYNOTES o 20 40 so 120 �E��E sFo�ti� 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE (D POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. HORIZONTAL SCALE: 1" = 40' ¢ 16970 a — ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. VERTICAL SCALE: 1" = 5' � O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 5-7-25 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER C) �>19T U ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 0�7 FOF�O P1P ENE M.GFZ 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. N U N SITE KEY 4. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR 'n OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, u� 1"=250' ,J TRASH ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. 1 / 0 Y J �/ W LL o J � 10 ° LL- CL Mr Ll N o ry) N 0 2 o � co o // // 2 I I °m w 00 7,X�0 2 / 1 4 / 1 \ I I a o � o / o I I m E � w / / , 3fu 3 w �� �-,� o• o� � .P — UD eO :114 cn 2 co 78 \ 0. °� ���F // Nryco N — — — 4"PI — — —4„PI — _ — — — P� N �0 G'.,_ ���x ^� v� 5 BLOCK 10 I �� w o o Q of // co' SSMH A-6 // )z- � °` , I ° > X /• 8 2 a �Q 2Q /N �o oo, 6 Q w / V v ��x���� G 7 SSMH A-11 w 2 8 9 10 1 ° 4" SEWER SERVICE 15 > STA=24+71.36 NNSS ^ N W a '0 2 LENGTH=38.50 o 0 0 / •7gX v <c,X ,� �o w w w w w I N INV=2762.37' 3: v 00 �,�o // w' 4, ;, U U U U 12 �t of00" of00" 0'00 ��- a o / ? 2 `Q �c�/� Wcn,� '- Norte N� o,o Noon woo- wroo- I °° Co O to, 3p 11 of M co co ri co � ui c3 rM N Vi co N co V U � \ \ OI �2 �uN2n �� r70 �Or7 � 0_� Ihnj �oMr`i wr7r''lrri I � 2 Z z \ \ / . k ;� 1 / \ cop N w + II co w + II co w + II co w + II o w + II co 00 Q 11 3� = r N = r �N2r �04X: �M21� I 2 „ O = 0 M \ \ �' / �, 2 d �- W� wN � N NHN WNHN WNHN WNHN 4 SEWER SERVICE v1 co^ J? to II 0 II cn II c� II cn II U II cn II c� II cn II 0 II p 2 I '� • STA=24+21.54 ��o�� a � wZ - � w > - � w > _ � w > - � Li "� 14 4"PI O g w of 2�'c0 2 N J - `t N w z cn w ? 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'�i SSMH A-10 LENGTH=38.17' O ~ \ / a•f/ 1� �� /i � 16�• 2 2 2 2 2 00 INV=2763.08' i �� i \ .U 1 I o w O / / ' �3���/=,/� ��N, `8„w lax I i? f� i/� i o \W O 0- C�1 Ld N w // •� �v It�%o3 2 SSMH A-7 a a ^135 - - - - - - - - - 4„PI - - - _ °` -Jx ry°j^ �B�SS 21+p0_ 167' $"W — — — r 1 u N z r7 Q-°9 ///`) — E GOODSON DRIVE 2 1 — 10 - — — — — J w < a o m 22+00— -23+00 0 /��N �/ BLOCK 9 Ss 9 o z r7 z I 2 �<c,� _ �^ bAD , � SSMH A-8 h i � o N ^�^w�co SS A-94" S FERNDALE WAYOf cn / a �o /`vh� STAS24+02 EWER SERVICE 1 3 10+00 I <8"SS 11+00 �SCO B-1 O < a c/\'z -v U N ^ 2 1 LENGTH=64.98' _ — SSMH A-6 — — .O z rn 2 2 INV=2763.91' I Ld O /y 3 r v �u N co of W L in 8"W U- z \ \� a + N 00cVN WI� OM WOOOM wrON wr0Lo I 1 �O \ o 11 /� co o Ur Urn UI- Uao O co w rli NCO W N co W N co - - - Q 41 �—z of W N = N ± �N CD _ N + N to N + � r N + (N co 8 W I Z U / 4j \ 4 � �J ` WNz > uj ON N = N N = N N = N 2 " I I w 0 �� zz w II c� > w II � > w II 0 > w II � > - - - - - - - - - 1 1 - - -I w p cn _j w N w Z 3:: w N w Z 4" SEWER SERVICE n BLOCK 9 N J N J N J N J 1 1 STA=23+97.22 — 1 - - 1 00 5 LENGTH=119.90' 12 I N 2 DESIGNED: C. GRAHAM 0 \ ` INV=2764.48' 1 � � I DRAWN: L. HAASE w so 6 2 � \ 7 8 g 10 2 I CHECKED: C. GRAHAM w ���P1 Id„ APPROVED: C. GRAHAM \ 4.,PI PREPARED FOR: 2780 G20 LLC -------------- ---- -------------------- ----- ------- ------ -------------------------------------------------- -------------------- ----- ------ --------------------------------------------------- ------ --- ------------------- --------- PO BOX 593 Li ft� ^ i ------ 3--- ------------------- --------- EAGLE, ID 83616 ------- ------------------------------------------ ------ ------------------------------------------------- ------- Z N '� ^� ^ ------- ---------- --------------------------------------------------------- coo 0 e rn of --------- 2770 2770 ----------------- ---- -------------------- ----- ------- --------- ---------- ------ rn o r x Ln ►`� ^^ z o c� 2775 .. ao 'n co N °° L r o 2775 w w " J 00 O N N II �t0 r N 9 co - -- vv ------------------------------ I N -------------------------- --------------------J W N= a' r II II ~ o N H °� oD o0 r W ------------------- (n - ... Lo 00 Z Z 00 00 Lo .� r7 .. .� co O� O ON II O �(- N Y ------------------------- -------------------- ------------------- -------------------- Z - ------- 00 + — — I + 00 Z O co � uiLri ---------------------------- ^" s c° EXISTING GROUND N r > > > < °r° i� o o0 0 N cO ------------------------------- O o x Ln Lo r -------- = II II Z Z z N N > > I + r O O' N N rn 00 in N �< - - - = II IIzZ <� co Lo � N _ _ _x x x < 2765 r 2765 W o ---------------- o in N N II — N > O o 00 O It rr r o - II II = o H � � NNW2 2 00 —NH _x s = N oZz �O� N II 2770 N I o —_ N N a0 too II Z 2770 I + �'� _ O .. �a to r, 00°N° L6 z z o — �< II — <o - - -------------------- N °° II o V J c ^^ Z io N II < + co — — _ _ _ NH —a > > > -------- ---- - ED--- ------ + `o z " N FINISHED GRADE w r _ _ (n(n 00 = II II Z Z z M r w i-11 _ v00 v"aro I + - Z O _ — —M Q II Z Z z — — vNi v~i oo ao op ---------- ------- O II cp z z ---- — _ U 00 00 <N r > > — N N 00 00 ---------------------- N H LL wLo � r ---- ------------------- ------------------- -------------- = II II Z Z ---------------------- -------- ---- ----- -------------------------------------------- -------------------- ---------------------------------------------- ------------------- _ _ o rn r r N cn �a = -- ---------------- -------- ------------ -------------- ---- ----- 2760 _ _ 2760 2765 __ O z 7 —__--------- O Lo N ' _ � � fn fn 0_ 00 00 V) Q 2765 +LL] coo Z z O m -GRADE --- ---- ---------- ------ -------- � a II z z z --- ------------- ---------- ------------- ------------- ---------------------------------- ------------ FINISHED GRAD E------------------------------ - ---- 8" WATER ------- --------- - ------- --------- a_ J Q (n(n ir 00 00 00 �' MAIN CROSSING ---- -- ----- --------- w --- ------ ---------�------- ----------- ---- - ------ ------------------- ------------------- ------------------------------------------- - ---- ---- --------- ------ -------- 27 5 EXISTING GROUND 5 z 5 2755 4" PRESSURE z Q 2760 % D=8 2760 IRRIGATION CROSSING Lu J - -------------------- -------------------- -------------------- -------------------- -------- L=228 S=0.83 -------- --- ------ 8" WATER Li ------------------------ ------------------- ------------------- -------------------- ------ S=1.68% D-8" -- -------------------- ---------------------------------------------------------- L=49' ------- L=62' ---- -------- -MAIN CROSSING w m S=0.62% -------- ---------------------------- --------------------- ----- --------- ------ ----- ------------------- ------------------- L=94 S-0.42% „ ----- - >-------------------- ---------------------------------------------------------- ft� v~i -------- ------------------------ -------------------- ------------------- ---------------------------- ------------------------------- 8" --------- D=8 -------- --- 2750 2750 Q z 2755 � 2755 W a- LLI L8 WATER ------- ------------------------- --------------------- ----- -------- - --------- ------------------------------ -------------------- -------------------- - = MAIN CROSSING ---------- --------- ------- ---- --------- --------------- --------------------------------------------------------------------------------- ----- ------------- - „ $' L=130l--- S=0.42% D=$ — c3 4�o D ca J ------- J ---------------------------- -------------------- --- --- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- --------- 5�4 N ------ ------226' -- --------------------------------------------------------------------------------- -------------------- 2745 2745 L LI � 2750 - -- -- -- 2750 L o -------- ------------------------------------------------------------ L LI -------------------- --------- -------------------- --------- --------- ------------------------------------------------------------- --------- ---------------------------------------------------------------------------------- 2740 2740 5; ::�-=-- -4 10+00 10+50 11+00 11+50 U 2745 2745 --------------------------- ------------------- ----- -- ------------------------------------------------------------------ ---------- ---- ------- ---- ------ ----- ---------------------------------------------------------------- ------- SEWER LINE 'B' PLAN AND PROFILE c\l O N ------------------------- ----- ----------- -- --- ---------------------------------- ------------- ----------- - -------- -- ------- -- ---------- --- ------------- ----------- CSW PROJECT N O. 23003 --------------------- ----- STA. 1 0+00 TO 1 1 +50 DRAWING DATE 05/07/2025 w 274012740 0 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 o SEWER LINE 'A' PLAN AND PROFILE (CONT.) C 5 . STA. 1 8+00 TO 25+50 m NSF� 16970 5-7-25 OO,Q7�TF OF�9P�P,ZQ� NNE M.GFL U) N J 0 30 60 120 180 U) Y 0 EP 2 SCALE: 1" = 60' J L 10 t74LF 8" PVC _W l o J co � B.O. - - 6"PI - - - 6"PI 6PI - - - 6PI >_ t21 LF 8" PVC 5 f 13LF 6" PVC O L O 20 f65LF 8" PVC N Ln au 00 LL , O 4 8 I l f 133LF 8" PVC BLOCK 8 / t 00 rn�o z 7 6 2 3 O rn f45LF 8" PVC 12 6 f126LF 8" PVC ` 00 Li cf)� m 19 1 1 4 4 \ a - (g) 0 v p w Q 7 <8"SS - - —E GOODSON 6 t31 LF 8" PVC \ tL O a COURT - \ - oC 11 11 5 z Li � 5 �� rn r_ 18 1 1 2 1 1 c "S3 4 6 w I - a / e.o. Q 11 t59LF 8" PVC 11 8 ^00 �, 4 `n 4 t13LF 6" PVC jp/ \ / / p \�- �D_-� 1 Lijorf f81 LF 8" PVC 16 1 1 1 5 14 13 12 1 1 4 1 1 \ 1 1 4 8 `� C O 8.0. \// a_ Alf w N I 17 10 4 11 f279LF 8" PVC r- l o BLOCK 1 9 \ 9 / I N N = Lu 8 3 0 Id 0 0 l - - ..4 - - Id„ co 7 4 S 1 1 10 12/ / / \ cn Id„ j f 127LF 8" PVC 2 I _ o o z rnI w 12"w 12"w 6 ' / 2 \ a, to l I U I I SKYBREAK SUBDIVISION NO. E 8/NG� l l 4 3 - 4"PI - 4"PI EE N a"s _ EY p \ 10 t 176LF 8" PVC I " - n likiiii.~ \RIVE \ 4 t22LF 8" PVC 11 4 BLOCK 10 I Q t111LF 8 PVC - Ld BLOCK 1 3 / / Q o \ 7 f13LF 6" PVC 5 I� 11 15 z w z \ \ 3 Q�f 13LF 8" PVC 1 1 4 5 i s 4 I Q o \ / 8 SS t34LF 8" PVC 7 8 9 10 11 1 _ J g in, " 4 f 15LF 6" PVC 5 I v o Z U) /d / 11t96LF 8 PVC I 11 N z _ / 2 / 12 6 f234LF 8" PVC _ `" SKYBREAK SUBDIVISION N0.2 \ \ �� 3 1 1 4 4 l 0 14 �-� - n I O Q w (n m '/ _ PVC P l l 1 1 1 1 1 1 7 �� Z z LL \ \ // 2 J E GOODSON DRIVE _ - t34LF 8" PVC j O i l p 3 4 m I O / j r l 13 z U 11 Y7 I L� \ 6 — - 4 1 1 1 1 1 1 W O 8 /2„w 4 4 4 4 �� m i BLOCK 9 v \ t23LF 8" DESIGNED: C. GRAHAM PVC 11 Y � s••S / \ co 5 l0 BLOCK 9 �, I O m \ 6 7 8 g DRAWN: L. HAASE Li / \ 8., / \ \ \ 12 c _ CHECKED: C. GRAHAM Lij klyD` APPROVED: C. GRAHAM O 0 PREPARED FOR: O BINGLEY LA PVT 0 � o \ _ / \ _ - - - E NE ( ) � � - - G20 LLC I I w 4 P� PO BOX 593 4 / s \ a SKYBREAK SUBDIVISION NO.1 I I 100 EAGLE, ID 83616 z - "PI N 8 S 4"PI 6 Pl / / C3 - J � � �2•� so � �I _ M � SKYB REAK SUBDIVISION N0.3 O w V' WATER NOTES KEYNOTES J_ O c� 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC z w AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. O REMOVE EXISTING BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" GATE VALVE. o MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. BLOW-OFF ASSEMBLY CAN Ln 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. BE REUSED ON SITE. Z w 0 z 0 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER 20 INSTALL 8" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR Q 0 MERIDIAN SD-W6. FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. J z a_ E Q w 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER O3 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF _ J ? AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF Q z MERIDIAN SD-W6. LLJ 5. WATER SERVICE PIGTAILS FOR LOTS ALONG COMMON DRIVES SHALL BE m CC z EXTENDED 10 FEET BEYOND THE COMMON DRIVE. ® INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF G W MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF LLJ D MERIDIAN SD-W6. > Q O cf)z O5 8x6 TEE (MJxFLG) Q c 6" GATE VALVE (FLGxMJ) W N 6" WATER MAIN (LENGTH PER PLAN) = FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. m — U J © 11.25' ELBOW (MJxMJ) cn O7 45' ELBOW (MJxMJ) ILA 3: ® 8"x8" TEE (FLGxFLG) (2) 8" GATE VALVES (FLGxMJ) J O9 8"x8" CROSS (FLGxFLG) (3) 8" GATE VALVES (FLGxMJ) N 10 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1. 0 N 1 1 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. CSW PROJECT NO. 23003 DRAWING DATE 05/07/2025 12 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT o CROSSING. SEE WATER NOTE #2 SHEET C0.1. C6mO m NSF� 16970 5-7-25 �O,Q7�TF OF�OP�P,ZQ� NNE M.GFL U) N J 0 30 60 120 180 V) f50LF 6" PVC SLEEVED 0 EP t 122LF 6" PVC THROUGH C900 PVC t8LF 6" PVC SCALE: 1" = 60' i 3: ±450LF 6" PVC J I w 9 12 12 11 13 W E F 6.0 o cn db=lb _ U J — 61, I - - LL 61,113I BPI - - — 6 I 61121 — - -6 1 — - - - - - - - - - Is IN L � ILL- 20 7 f 13LF 4" PVC r 1'n o o00 LI LIB M c O 1 4 I oo 1 5 4 4 4 k.0 0) 00 2 3 f30LF 4" PVC x o � cn BLOCK 1 00 L o cn 8V 4 \ a o 19 - - BLOCK 8 9 'q t225LF 4" PVC m ;_ L-j00 O — 4 <8"SS — —E GOODSON COURT _ 4 \ \ oC 5 w f169LF 4" PVC u 4 f 9 LF 4" PVC 12 ( °1 Q 18 ce"ss 8`11' 6 4•p \ 10 6 // / f65LF 4" PVC SLEEVED B.o. \ u n 4 N 4 / // THROUGH C900 PVC � Do cn 7 \ / P Ld \ w orf4 16 14 13 4 'va °' B.O. x N 17 9 15t19LF 4" PVC 12 11 1 R2653' 4" PVC f48LF 4" PVC SLEEVED 4 ��' / / 6 12 " _VA c C Q / �a t 141 LF 4 PVC 1 'co � t120LF 4" PVC 4 4 4 \ THROUGH C900 PVC 9 / '' \ 8 Id„4 4 9 r 0 - - — 4 4 �t� l / I 1 W O o t7LF 4" PVC _ _ I ,i_ - _ Id. 4 $ c84ss 8�v �,"v /. ram`'/ / \ t49LF 4" PVC SLEEVED I 13 0 0 0 8 - 'S' / w / f135LF 4" PVC THROUGH C900 PVC I I co 7 M Lo cf) cn _ 4 z Ld z"w i z"w ® / \ 6 BLOCK 1 / �' 2 \ R=297 t 198LF 4" PVC I t 112LF 4" PVC 0 z 4 / 4 1 0. 1 f 117LF 4" PVC II _ 5 / / `4..OU —N 11 — ~ — E e/ 4 3 4 4"PI 4"PI — �" I z SKYBREAK SUBDIVISION NO.I NCB \ - - - - D _ cn EY \RIVE \ 4 4 U 4 4 12 I �. 12 Q B o \ t 175LF 4" PVC Q, / \ 4 I00 15 3 z w 5 4 4 4 4 4 I w oo O g ,L j B_ "PI •.� 4 O / S� 6 I U) z I O „ti \ O / % r8bss 6"H,' 7 8 9 10 11 1 tNn w — U J g 4"PI \ � /; Q / e Lu O /d \ / 2� / / \ I.. a BLOCK 9 o Z BLOCK 10 ^ I _ I SKYBREAK SUBDIVISION N0.2 14 U Q Lf) \ 10 ,7 _ / I 8 12 � Z z t 17LF 4" PVC 8 // 2 — w O f � \ Z J _ N $t 11 LF 4" PVC — _ w � \ � g E GOODSON DRIVE zo f 11 LF 4" PVC 12 <8"SS 3 \ 4 3 m I o Q m '/ / jp� \\ f124LF 4" PVC BLOCK 9 " v u f82LF 4' PVC SLEEVED / 13 z ILL- co THROUGH C900 PVC g \ Y _ w I 0 8 Ss �2„w / 3 j cc n �, \ 4 5 f249LF 4" PVC 11 Y co DESIGNED: C. GRAHAM O e S \ R=547' 10 111 3 m / 4 6 7 8 9 DRAWN: L. HAASE N o 8., \ \ 4 f246LF 4" PVC 7 1 zTO _ CHECKED: C. GRAHAM W ? - S o p \•• 4 4 4 2 APPROVED: C. GRAHAM z � � a"PI &,S — — — — — 0PREPARED FOR: o �2 w - f8311l 4" PVC 0 � / — E BINGLEY LANE (PVT) II - 3 PO BOX 593 w 471 -M - 4„ 1 s \ f34LF 4" PVC II 1 °° EAGLE, ID 83616 a SKYBREAK SUBDIVISION NO.I II z - Q 0 "PI N 8 S 4"PI U — J s I SKYBREAK SUBDIVISION N0.3� 0 Ld F-- V' IRRIGATION NOTES KEYNOTES C5Z J_ > 0 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE ILL- WITHWITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT 10 REMOVE EXISTING PLUG AND CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN. Q IN WHICH THE PROJECT IS LOCATED. Z 20 HOT TAP EXISTING 6" PRESSURE IRRIGATION MAIN WITH A 6"x4" TAPPING SADDLE. O LA 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS MAKE COMPATIBLE CONNECTION TO EXISTING 6" PRESSURE IRRIGATION MAIN. Z Z WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN Q O 0 ACCORDANCE WITH ISPWC REQUIREMENTS. O3 HOT TAP EXISTING 6" PRESSURE IRRIGATION MAIN AND INSTALL 3/4" PI SERVICE orf w LINE AND 4" VALVE BOX PER ISPWC SD-901. w 3. THE PRESSURE IRRIGATION PUMP STATION AND MAINLINES FOR THIS SUBDIVISION ? WILL BE OWNED AND MAINTAINED BY THE SKYBREAK SUBDIVISION COMMUNITY ® INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. Q Z Ln ASSOCIATION. LJJ V L O5 INSTALL 1" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. m L w 4. SURFACE WATER IS PROVIDED TO THIS SUBDIVISION BY NEW YORK IRRIGATION LLJ DISTRICT. A SECONDARY CONNECTION POINT TO THE CITY OF MERIDIAN PUBLIC (n > D WATER SYSTEM WAS INSTALLED IN PHASE 1. © 11.25' ELBOW (MJxMJ) c Oj 22.5' ELBOW (MJxMJ) z Q oC oC In ® 45' ELBOW (MJxMJ) W C Z) Og 90' ELBOW (MJxMJ) m (AO 1p LJJ 4"x4" TEE (MJxMJ)cn 0 11 6"x4" TEE (MJxMJ) w 12 4" GATE VALVE (FLGxMJ) c 13 PLUG PI MAIN AND MARK TO SURFACE FOR FUTURE EXTENSION. J_ 110 U N O N CSW PROJECT NO. 23003 DRAWING DATE 05/07/2025 CD tL 0 C7m0 o S�ONAL F m N �0��5�GENSF� 0 CALL BEFORE YOU DIG 16970 CALL DIGLINE INC. 5-7-25 PRIOR TO COMMENCING C) O I(Dowwhat'sbelow 0 UNDERGROUND WORK O�j� E M�G�P`�P (n Gall before you dlq. (208) 342-1585 cn 0 30 60 120 180 U J Y SCALE: 1" = 60' �1# 6 7 6 0 O STORM DRAIN SEEPAGE BED J — — — — — — — — — — — — — — — �WLL o 5 y 20 BLOCK 8 c D L _ N ,t Ln Q7 Io Go CD m O \ l0 1 5 zo O � � rn l g 5 XXXXX 4 \ o � O � _ _ _ � O GOpp— m E Li J ON COURT \ 5 \ 5 7fu z \ \ 6 \ w fu W is 5 R7-1R \ 5 6 °' XX XXC � I 1 � , 716 ep , 17 5 15 14 13 12 11 l0 \ 8 X XXXC 5 — — 5 \ 9 1 5 w BLOCK 1 9 8 \ 4 8 10 \ m o 0 7� %w R7 1L zo 5 — — — — , 1 5 / \ a - XX XC 1 1-1 c) � \ \ � 6 \ 3 9 2 6 z � 6 = LLJ \ 5 3 — — O EXISTING TYPE 1 SKYBREAK SUBDIVISION NO.l 3 R7— R — — — — — — Z (n STREET LIGHT STREET LIGHT B/NC/F V BLOCK 1 4 2 n E �pRl E \ \ 4 BLOCK 10 w _ \ Q 1 5 I W c� O \ 3 \ \ 5 5 J w Liz o J 6 O w 7 8 9 10 11 12 Q a Q w EXISTING TYPE 2 \ 5 STREET LIGHT STORM DRAIN SEEPAGE BED O� / \\` \ XX XXC U) J F- \ \ �_ XXXXXC \ 5 1 m Z �, SKYBREAK SUBDIVISION N0.2 \ 4 \ 14 I - o z 1 4 O o C) EXISTING TYPE 2 \ I Z Q N Ln STREET LIGHT \ \` 2 / w ~ \ _ E GOODSON DRIVE _ < w STORM DRAIN SEEPAGE BED — — j z O z 3 BLOCK 9 0 w \ 13 0 EXISTING TYPE 2 2 5 o v STREET LIGHT Q z — _ 3 4 1 5 LL. m w I \ XXXX C o \ \ 5 � � BLOCK 9 6 Z 8 9 10 DESIGNED: C. GRAHAM o \ \ 12 DRAWN: L. HAASE w (n 5 CHECKED: C. GRAHAM Li / — — APPROVED: C. GRAHAM O \ EXISTING PRIVATE LIGHT — — — — — \ / _ E BINGLEY LANE (PVT) PREPARED FOR: o — — — — — G20 LLC w I SKYBREAK SUBDIVISION NO.l PO BOX 593 \ EAGLE, ID 83616 Q \ EXISTING PRIVATE v STREET LIGHT J SKYBREAK SUBDIVISION NO.3 co Y of 0 3 7 w Z co STREET LIGHTING NOTES KEYNOTES Q E. LAKE HAZEL O J c� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF (D INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET LIGHT DESIGN RD Z w THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC STANDARDS. LED FIXTURE TO BE LEOTEK JR GCJ1 20H MV NW 2R DB 700 PCR7 WL SPD-DB OR W 0 CODE. APPROVED EQUAL. Z V) V 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE 20 INSTALL 24"00" "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7) AND 18"08" OBJECT MARKER (OM1-1). O z Q a_ CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/ TO OPEN A PERMIT AND = LU Q Z � ILA REQUEST INSPECTIONS. O3 INSTALL 30"x30" STOP SIGN (R1-1). a w V a_ Li 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL STREET SIGNS AND w OU — AND FOR THE POLE AND ASSOCIATED WIRING. HARDWARE MUSTU COMPLY WITH MUTCD STANDARDS. CUSTOMER FINISHES MUST BE APPROVED BY ACHD LA J00 Q z Q (n AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOMER MODIFICATION OF STREET SIGNS AND HARDWARE t° m W - 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' INSTALLED BY ACHD IS PROHIBITED. KYBREAK 2 Z z MIN. FROM WATER METERS. Li SUB N0.2 KYBREAK w Q :2 O5 INSTALL 12"08" "NO PARKING ANYTIME" SIGN (R7-1) WITH DOUBLE ARROWS (UNLESS OTHERWISE NOTED) SUB NO.1 > � 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING KYBREAK � IN ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND D103.6. 3 OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. SUB N0. O z MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. Q Q[ (n 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS © INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES SHALL BE Uj REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. o ce G J J O7 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." m TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL W (n DECALS.Of w LA a W Y 0 ® INSTALL 8"x36" "NO OUTLET" PLAQUES (W14-2aL) ON TOP OF SIGN ASSEMBLY WITH ARROW POINTING LEFT. Og INSTALL 8"06" "NO OUTLET" PLAQUES (W14-2aR) ON TOP OF SIGN ASSEMBLY WITH ARROW POINTING RIGHT. J U �I N ■ O N CSW PROJECT NO. 23003 1I:1D:--:-E\1tOLUMBIA RD DRAWING DATE 05/07/2025 p • LD-RSU B-202 5-XXXX 0 hi U o VICINITY MAP 8mO ® SCALE: 1"=1000' m 13' ACHD R/W 56.00' PUBLIC RIGHT—OF—WAY R/W 13' ACHD R 'o, \GENSFO = SIDEWALK EASEMENT 2' TYP. SIDEWALK EASEMENT 24" Q� 16970 w 52.00' 2" CAP UNIT 5-7-25 v 5' SIDEWALK 8' PLANTER 21.00' 10.00' 21.00' 8' PLANTER 5' SIDEWALK 10' UTILITY EASEMENT I �o FOF 2-1/2" OF SP-3, 0.50 INCH I BOTH SIDES TYP. I �j�NE M GAP (1/2") MIX, PG 58-28 / 1/4" 6" VERTICAL CURB 4" OF COMPACTED 3/4" 6" VERTICAL CURB AND GUTTER PER \\\\ v CRUSHED AGGREGATE (NO GUTTER) PER ACHD SD-701 TYP. 12"w \�j 8" BASALITE GEOWALL PRO N 1_5i BASE COURSE ISPWC SD-701A t5% 3/4" CRUSHED BLOCKS. COLOR BY OWNER. // 2% Q AGGREGATE I INSTALL PER MANUFACTURER'S //\ /\�\•\\�\r\\/\ ♦— /\ \/\ p —r p /\,\\ \\�\\/\\ / w o I RECOMMENDATIONS. 11I LL FILTER FABRIC. EXTEND � � 00 �W o a a a a a a a a �I D y cn 2 FLAT LANDING ON BOTH AND STAKE FROM 24" EXTEND BASE AND SUBBASE ° \ \/\/\/\ \\ \ \ \ SIDES OF SIDEWALK, TYP. ABOVE FINISHED GRADE O /\ \ \ \ \ \\ \\ /`//, \ \ �\ \\ \\ \\/\/\/\ \\ \\ \ \ MATCH EXISTING GRADE AT c' 6 BEHIND CURB, TYP. // / /\ / \\r\\�\\/\ ��/\ TO BOTTOM OF WALL n L � w o o \/\\ \ PROPERTY LINE O O 5 THICK CONCRETE OVER 4 //\/\/\ (Jul `o 00 M z 10" OF COMPACTED 6" EXTEND BASE AND SUBBASE OF 3/4" AGGREGATE BASE /\//\//\/�\\/\� XIt O MINUS PIT RUN SUBBASE 6" BEHIND CURB, TYP. COURSE PER ACHD SD-709 ��� m LLi cf) \; cn U 00 N 12" COMPACTED SUBGRADE 6" MIN. OF 3/4' a O (9) oN (R—VALUE=23) CRUSHED GRAVEL cm E 52' LOCAL STREET SECTION WITH MEDIAN ISLAND 1 LEVELING COURSEfu z SCALE: NOT TO SCALE c9.o G EOWALL PRO RETAINING WALL DETAIL 5 fu L w SCALE: NOT TO SCALE C 9.O u cf) R/W R/W w w 13' ACHD 31.00' PUBLIC RIGHT—OF—WAY 13' ACHD 10' UTIL EASEMENT w SIDEWALK EASEMENT ri SIDEWALK EASEMENT BOTH SIDES TYP. Lo Lo 2' TYP. I o 0 O 27.00' 2' TYP. _ TEMPORARY TURNAROUND EASEMENT w N N r , < O O 5' SIDEWALK 8' PLANTER 13.50' 13.50' 8' PLANTER 5' SIDEWALK 2 1/2" OF SP-3, 0.05 INCH I I I o 0 z I TEMPORARY c� (1/2") MIX, PG 58-28 Li 3" ROLLED CURB AND I 1' o TURNAROUND O 4" OF COMPACTED 3/4" CRUSHED GUTTER PER ACHD O SD-702 TYP. 7' MIN. w AGGREGATE BASE COURSE a a a a a N Ld z 2' FLAT LANDING ON BOTH w ° ° ° ° ° ° ° ° SIDES OF SIDEWALK, TYP. \� /\ N Z (if U �/ i\\ \\�\ \ \ / ///\N/%//% %//N///\��/\��\�/\\/�\\�\\ \\\\\i\\\/; 5" THICK CONCRETE OVER 4" 11) J Cf) w Z a- O OF 3/4" AGGREGATE BASE 1 �_ _z INFILTRATION RATE OF NATIVE o L COURSE PER ACHD SD-709 Of C) 10" OF COMPACTED 6" EXTEND BASE AND SUBBASE MATERIAL >8 IN/HR OR BORROW DITCH AT TEMP TURNAROUND 6 Q Q Ln = MINUS PIT RUN SUBBASE 6" BEHIND CURB TYP. BACKFILL BOTTOM OF TRENCH z WITH ASTM 33 FILTER SAND SCALE: NOT TO SCALE C9.O w 0 12" COMPACTED SUBGRADE 33' TYPICAL STREET SECTION W/DETACHED WALKS 2 z (R—VALUE=23) SCALE: NOT TO SCALE C9.0 O O ti O z I LL wEs 0-1 1 O R/W R/W DESIGNED: C. GRAHAM � 41.00' PUBLIC RIGHT—OF—WAY O WIDTH PER PLAN 5' LANDSCAPE BUFFER DRAWN: L. HAASE Ld 20' MIN. SEE PLAN CHECKED: C. GRAHAM 2' 27.00' 2' 12" TYP. 10' UTILITY 5 SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY 2 1/2" ASPHALT PAVEMENT APPROVED: C. GRAHAM z EASEMENT EASEMENT 2% O I 2 1/2" OF SP-3, 0.50 INCH U (1/2") MIX, PG 58-28 —� � � °° , , D PREPARED FOR: 0 4 OF COMPACTED 3/4 PER ACHD SD-702 TYP. ° ° ° ° ° aep r \\\\/\ \\/�\ ., „ 3" ROLLED CURB AND GUTTER w CRUSHED AGGREGATE a ° ° ° PO BOX 593 BASE COURSE \ \ \ \ ° \i /\/\i "N EAGLE ID 83616 z 1.5% 2% 2y 1.5% 8" THICK CONCRETENN Q —� ♦_ _� t— RIBBON CURB (TYP.) GRADE TO DRAIN TO 2' FLAT LANDING 10" OF COMPACTED 3/4" RIGHT—OF—WAY \ \ \ \ BEHIND SIDEWALK, TYP. CRUSHED AGGREGATE COMMON DRIVE TYPICAL SECTION 7 o ° \\\/ ��\�/\\/�\\�\\\\\\\\i\\\ „ BASE COURSE SCALE: NOT TO SCALE C9.0 0 5 THICK CONCRETE OVER 4 w OF 3/4" AGGREGATE BASE 10" OF COMPACTED 6" COURSE PER ACHD SD-709 cf) MINUS PIT RUN SUBBASE 12" COMPACTED SUBGRADE EXTEND BASE AND SUBBASE O v (R—VALUE=23) 27 TYPICAL STREET SECTION 3 6" BEHIND CURB TYP. Z wo SCALE: NOT TO SCALE C9.0 MAILBOXES PER OWNER. MAILBOXES PER OWNER. INSTALL PER Z V) INSTALL PER MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. O Z J w RECOMMENDATIONS. MAILBOXES Q p TO OPEN TOWARDS SIDEWALK. (/� J Q a_ R/W R/W W LiQ = 13' ACHD SIDEWALK 36.00' PUBLIC RIGHT—OF—WAY Q z Ln EASEMENT 2' D ° D D D W ° � ° d D p D D D m I 2' z 27.00' w D p ° DETACHED SIDEWALK (� W 10' UTILITY 5' SIDEWALK 8' PLANTER 13.50' 13.50' 5' SIDEWALK 10' UTILITY D p ° D ° D e o p D ° 6" 6" 6" 6" EASEMENT EASEMENT ° 2 1/2" OF SP-3, 0.50 INCH �e O 0 cn z I I (1/2") MIX, PG 58-28 I D D D Ln D D d ° d D ° n o ° ° ° C� O 4" OF COMPACTED 3/4" 3" ROLLED CURB AND D ° ° ° D Dp ° D °D ° ' ° ° ce G CRUSHED AGGREGATE GUTTER PER ACHD SD-702 J BASE COURSE `}d D p ° D O op D 2% 2% 1.5% d D p D ° D Y r• /i� t— —i �— 4.00' 4.00'D ° /^ p 2' FLAT LANDING ON BOTH , . D SIDEWALK> D ° SIDEWALK LENGTH BY OWNER 3: SIDES OF SIDEWALK pd D w 6" VERTICAL CURB AND ° ° ° ° ° ° ° ° ° ° 2' FLAT LANDING p o d LENGTH BY OWNER GUTTER PER ACHD SD-701 \/ / BEHIND SIDEWALK D ° D p ° PROFILE VIEW CONCRETE PAD CONCRETE D PA ° D j 5" THICK CONCRETE OVER 4" D Dd v OF 3/4" AGGREGATE BASE D° D ° 10" OF COMPACTED 6" COURSE PER ACHD SD-709 cv MINUS PIT RUN SUBBASE O N CSW PROJECT NO. 23003 " EXTEND BASE AND SUBBASE = 12 COMPACTED SUBGRADE 6" BEHIND CURB TYP. MAILBOX PAD DETAIL 8 DRAWING DATE 05/07/2025 c� (R—VALUE=23) STREET SCALE: NOT TO SCALE C9.0 w 0 27' PUBLIC STREET WITH DETACHED SIDEWALK ONE SIDE 4 PLAN VIEW SCALE: NOT TO SCALE C9.o C9 , 0 Li m o °�� GENSF� = U OBSERVATION WELL RIM PER PLAN ELEVATION 0 � PER ACHD SD-627 lJ6u �16970 w in 5—7-25 v OO,A7�TF OF Of cn GRADE RINGS AS REQUIRED 0 (18" MAX.) SET RIM FLUSH a a a a a a a a a a a a a a WITH FINISHED GRADE WRAP TOP AND SIDES OF TRENCH IN NON—WOVEN Y a a a a a a a a a a a a a FILTER FABRIC GEOTEX 401 OR APPROVED EQUAL. 20" BAFFLE WIDTH WASHE GEOTEXTILES SHALL CONFORM TO THE REQUIREMENTS OF 0 a a a a a a DRAIN ROCK a a a a a a ACHD POLICY MANUAL SECTION 8202.23 AND BMP 20. J w w SEAMS SHALL OVERLAP A MINIMUM OF 1'. 5')a a a a a a a a a a a a a a m o Q >1r a ^ ^ a ^ �� �� a ^ a a 12" INLET PIPE PER PLAN 1 D �' w BAFFLE C o c� w BAFFLE B rn 00 a ELEVATION 18" OUTLET PIPE PER PLAN a N C, m w O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O = ELEVATION o M c M � AND DETAIL 1 THIS SHEET � co , o w X o, O O Y m LLI Z p N G » 4 a a 4 a 4 4 a 4 4 4 N 18 ADS, HDPE U v OR O 00 o PVC PERFORATED m a ,�0 a PIPE. PERFORATIONS a a a a a a a a a aco E IN TOP HALF ONLY. a �,�,� �,�Oarl' a a a a a a a a a a a PROFILE VIEW fu Z L w 4 a 4 4 4 4 4 a 4 4 4 4 4 u r_ SAND AND GREASE TRAP (BOISE a a a a a a a a a a a a a a VAULT OR APPROVED EQUAL WITH cn BAFFLES) SIZE PER TABLE 24" DIA. TRAFFIC RATED FRAME AND U SAND AND GREASE TRAP w ? = STANDARD MANHOLE COVER PER Q� (ACHD BMP #01). SEE ASTM C33 ISPWC SD-617. X DETAIL 2 THIS SHEET. FILTER SAND Un o w Lo Lo oLu 0 EXCAVATE TO NATIVE MATERIAL (SEE \ \ \ \/ \ \ \ \ \ IN N��\/�\/�\/�\/�\/� \�\�\�\j 12" INLET PIPE PER PLAN o TABLE FOR FACILITY Y ACHD TO NATVE, MATER 0 0 w AFTER FACILITY IS FULLY EXCAVATED. / �j\\//\\j\\//\\//\\//\\//\/\\//\\//\\//\\//\\� /\ z ESTIMATED HIGH D U PROFILE VIEW GROUNDWATER = V = NOT ENCOUNTERED w J PORTION OF OBSERVATION WELL LYING o 0 IN DRAINAGE SAND MUST BE WRAPPED OUTLET PIPE PER PLAN z w o WITH TYPE I DRAINAGE GEOTEXTILE PER Q w AND DETAIL 1 THIS SHEET p : 1 z ISPWC SECTION 2050. w Q U w u 0 Of N Z O Z PLAN VIEW `u J a- o 0 p p Z N cn cn SAND AND GREASE TRAP LENGTH PER TABLE a z (ACHD BMP #01). SEE cn Jbi DETAIL 2 THIS SHEET. a o 2� o SAND AND GREASE TRAP TABLE o STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. INV. ELEV. OUT Q 5' J o o MIN. Q ACHD SG TRAP #1-1 1000 GALLON 2760.38' 2756.85' 2756.75' 2756.25' 2756.00' > � 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY 9 w I o w ACHD SG TRAP #2-1 1000 GALLON 2750.72' 2747.35' 2747.25' 2746.75' 2746.50' DESIGNED: C. GRAHAM O _ 0 p DRAWN: L. HAASE 3 j INLET PIPE PER PLAN SAND AND GREASE TRAP DETAIL (ACHD BMP #01 ) 2 CHECKED: C. GRAHAM Li SCALE: NOT TO SCALE C9.1 Of APPROVED: C. GRAHAM z 0 50' MIN. PLAN VIEW 5' MIN. U OBSERVATION WELL PREPARED FOR: PER ACHD SD-627 ELECTRONIC MARKERS PLACED ON CORNER o OF FACILITY. COORDINATE WITH ACHD G20 LLC INSPECTION STAFF FOR PLACEMET OF w I�1 MARKERS DURING CONS RUCTIONNPR OR TO PO BOX 593 BACKFILLING. EAGLE, ID 83616 Q OBSERVATION WELL 100—YEAR WATER SURFACE ELEVATION v PER ACHD SD-627 TEMP POND #3A=2766.00' NOTES 100—YEAR VOLUME=264 CF Y p TEMP POND #3B=2766.00' 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS LLC DATED SEPTEMBER 15, a 100—YEAR VOLUME=1,125 CF 0 2020, GROUNDWATER WAS NOT ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3—FEET OF THE BOTTOM DESIGN ELEVATION FROM ANY INFILTRATION m FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. w TEMP POND #4A=2758.00 af 100—YEAR VOLUME=216 CF cn 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. O TEMP POND #4B=2758.00' U 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. 100—YEAR VOLUME=336 Cf CONTRACTOR TO HAVE TEST PERFORMED BY SOILS ENGINEER AFTER p 4. IF ROCK IS ENCOUNTERED DURING FACILITY EXCAVATION, SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS THAN SPECIFIED BY THE SOILS REPORT AND MAY NEED TO RED BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE \\ \\ z Li SYSTEM TO ACHIEVE HE Q /\/\ it. 1 w w IV // //�/� Q Of \\ \/\\/ M,q�,S7 > a S�p� \\ \\\�\ J W BOTTOM w TTE P PON #3A=2764.50' \/// SEEPAGE BED TABLE \//\/\ F cn w ' /\ \ \ \ w TEMP POND #4A=2757.00'TEMP POND #3B=2764.50 \ \ Q z z \ \ \ TEMP POND #4B=2757 00' \\//\\/�\//\ m W Q SEEPAGE BED BOTTOM OF ROCK BOTTOM OF SAND DESIGN INFILTRATION \,\\/\\/\ /\/\/� � SEEPAGE BED N0. TOP OF ROCK ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100—YEAR VOLUME z DIMENSIONS ELEV. ELEV. RATE :D ACHD SEEPAGE BED #1 15'Wx74'Lx8'D 2758.50' 2750.50' 2749.00' 2756.00' (1) 18" 4,314 CF 8 IN HR \\/\\ _z ACHD SEEPAGE BED #2 15'Wx90'Lx8'D 2750.00' 2742.00' 2740.50' 2746.25' (1) 18" 5,286 CF 8 IN/HR Q Ln w O SEEPAGE BED DETAIL (ACHD BMP #20) 1 3.00' TEMPORARY POND SUMMARY Y SCALE: NOT TO SCALE C9.1 POND TOP POND BOTTOM x z ^� POND NO. AVERAGE DEPTH (FT) DIMENSIONS (WxL) DIMENSIONS (WxL) V1 O a a #3A 1.50 18x26 200 w #313 1.50 20x79 463 J 12" OF RIPRAP. D50=6" #4A 1.00 1440 2x28 v CONVEYANCE CHANNEL CROSS SECTION #413 1.50 1802 2x16 N O N CSW PROJECT NO. 23003 TEMPORARY SWALE CROSS SECTION 3 DRAWING DATE 05/07/2025 SCALE: NOT TO SCALE llc9.1 w 0 C9 , 1