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Home My WebLink AboutPermit Set Signed 7-5-23 m SHEET INDEX CALL BEFORE YOU DIG IMPROVEMENT PLANS FOR DEVELOPER O`��GE s ,tip =O G20 LLC Q� -Yy CALL DIGLINE INC. SKYBREAK SUBDIVISION N O . EAGLEB IOD 8593 3616 16970 C0.0 COVER SHEET PRIOR TO COMMENCING UNDERGROUND WORK (208) 336-5355 E. LAKE HAZEL RD 7-5-23 C0.1 NOTES � ° Kr*w �t he�ow. LOCATED IN THE SE 1 /4 OF THE NW 1 /4 OF SECTION 4 LAREN@CONGERGROUP.COM �' qr P� C 1 .0 FI NAL PLAT SHEET 1 gall aernreyou dig- (208) 342-1585 O,Q� F OF�� P.ZP TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN NNE M C1 .1 FINAL PLAT SHEET 2 .G� `n C2.0 OVERALL SITE/UTILITY PLAN ADA COUNTY, IDAHO CIVIL ENGINEER J C3.0 GRADING AND DRAINAGE PLAN 2023 U � CORINNE GRAHAM, PE z � N Y C4.0 CEDARHURST/GAMLEY PLAN AND PROFILE SURVEY DATUM CIVIL SITE WORKS LLC < 0 0 C4.1 ENGLEHART/AVERIL PLAN AND PROFILE PO BOX 6059 N W BOISE, ID 83707 m 0 C5.0 EXISTING SEWER PLAN AND PROFILE HORIZONTAL DATUM BASED ON ADA COUNTY GIS. N (208) 946-3874 JW o CGRAHAM®CSWENGINEERING.COM C5.1 SEWER LINE B+C PLAN AND PROFILE sI<KY BREAK U �' ALL ELEVATIONS SHOWN ARE NORTH AMERICAN SUB N0.2I SKYBREAK J C5.2 SEWER LINE D PLAN AND PROFILE SUB NO.1 C6.0 WATER PLAN VERTICAL DATUM OF 1988 (NAND 88). �� L n O .v � 1 (1) ® M 0 C7.0 PRESSURE IRRIGATION PLAN 0 30 60 120 18o SURVEYOR C]N � o � � �, z C8.0 STREET LIGHT PLAN JEFF BEAGLEY, PLS p v o C9.0 ROADWAY DETAILS SAWTOOTH LAND SURVEYING LLC o coL �. SCALE: 1" = 60' 2030 S. WASHINGTON AVE. o o � o C9.1 STORM DRAIN DETAILS EMMETT, ID 83617 o 00 N w (208) 398-8104 W m E " J (p Q Z \ W fu W L 0) U (n \ � \ �� W W' w LEGEND ° Lu - - SUBDIVISION BOUNDARY / \ IT111-E\tOLUMBIA RD o PUBLIC RIGHT-OF-WAY � � _ E BINGLEY LANE (PVT) z - ROAD CENTERLINE Ld z LOT LINE SKYBREAK SUBDIVISION NO.I hi MAP o 3 LOT NUMBER 3 BLOCK 7 - - - - - - - - - SCALE: 1 =1000' � CURB AND GUTTER \ 4 - w m 8"SS> SEWER MAIN 0 O 5 z o K ° z 8"�y WATER MAIN 6 BLOC 3 I a I j <12"SD STORM DRAIN PIPE 7 8 108 107 106 � cq PI PRESSURE IRRIGATION MAIN 9 105 104 0 N z FIRE HYDRANT I \ \ SITE DATA Q U) BLOCK 7 Z U SINGLE WATER METER/SERVICE N E CEO, 0 I ADA COUNTY PARCEL #S1404233662 DOUBLE WATER METER/SERVICE O ARNI.I Rsr _ - - - - - - - - - O B o z �RIVE - SITE AREA = t9.87 ACRES zz O 2" BLOW-OFF ASSEMBLY z 21 109 0 -0(9 GATE VALVE > 20 / - E CEDARHURST LANE (PVT) PROPOSED LAND USE ZONE: R-8 0 4 V Ji ti WATER FITTINGS � NUMBER AREA % Qs I Lu 10 110 o SEWER MANHOLE Y 19 DESIGNED: C. GRAHAM ® CURB INLET � 18 17 16 15 RESIDENTIAL LOTS 53 6.54 AC 66.3% DRAWN: L. HAASE so STORM DRAIN MANHOLE 125 126 � Ln 11 111 124 PRIVATE STREET LOT 1 0.36 AC 3.6% CHECKED: C. GRAHAM w o o SAND AND GREASE TRAP I BLOCK 6 w I COMMON DRIVES 1 0.11 AC 1 .1% APPROVED: C. GRAHAM MONITORING WELL BLOCK 6 z z o , , , STORM DRAIN SEEPAGE BED 14 Q LANDSCAPE COMMON LOTS 4 1 .52 AC 15.4% BARRICADES 7 w 12 112 PREPARED FOR: 0 0 X -7- STREET SIGNS PUBLIC RIGHT-OF-WAY N/A 1 .34 AC 13.6% G2O LLC STREET LIGHT 8 9 10 L) BLOCK 3 123 TOTAL 59 9.87 AC 100% PO BOX 593 EAGLE, ID 83616 >_ ��Z63o�� PROPOSED MAJOR CONTOUR (5') I 1 1 12 1 3 1 3 1 1 3 1 1 8 I PROPOSED MINOR CONTOUR (1') - 122 BLOCK 3 p J p� EXISTING MAJOR CONTOUR (5') 14 114 p Y _ �2626 EXISTING MINOR CONTOUR (1') > O E ENGLEHART DRIVE w IDAHO POWER INFORMATION 2.00% DRAINAGE ARROW WITH PERCENT SLOPE _ _ _ z 15 115 I Q 121 I Q PROJECT CONTACT: JAMES NEYLAN w (208) 336-5355 EXT. 2 DC M Q Y JAMES@CONGERGROUP.COM 0 Ln O 0 38 16 116 120 FUTURE PHASES z Z 39 40 41 42 I I PHASE 4 6.60 ACRES 39 LOTS 0 z Z W ACHD CERTIFICATE OF COMPLIANCE PHASE 5 6.03 ACRES 32 LOTS BLOCK 2 BLOCK 7 PHASE 6 3.07 ACRES 15 LOTS pC J W m THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE I 17 117 119 PHASE 7 8.09 ACRES 21 LOTS 0 W Ld PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND LL > Z V) z:STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE - - - - - - - Ln ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR \ - - - - PRESSURE IRRIGATION PUMP STATION INSTALLED IN PHASE 1 0 C) W I- ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM \ LLJ> coW W z ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE NO POLE REMOVAL/RELOCATION REQUIRED 0 > > APPROVED FOR THIS PROJECT: NONE. - E VADONIA LANE (PVT) - O O cn U \ \ W 43 I Q NOTICE TO CONTRACTORS I m SKYBREAK SUBDIVISION NO. I 0 oCONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED \ \ z V) 0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF bi CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; cn THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED J TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO \ 0 DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF \ n MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL �g �J o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. �ww�rt OANO N o:ta acaswdo a�rc;omooi�avmi �oa w CSW PROJECT NO. 22007 = a,1 DRAWING DATE 07/05/2023 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ; ,. 'f M. - - WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES F o OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE ' o APPROVED BY THE PREPARER OF THESE PLANS. ��r . . Como ��p NL ~ GENERAL CONSTRUCTION NOTES 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND GE S m = PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD Q � w 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONFORM TO THE PROJECT ESC. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS 16970 SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 7-5-23 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR cP p ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. �p REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. ,Q7� FOF��P.ZP BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY NE M.G �_ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF AND EXISTING PAVEMENT MARKINGS. OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED SITUATION IS RESOLVED. BELOW RIGHT-OF-WAY TO ACHD. N 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. \/ 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 V) 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. START OF WORK. GEOTECHNICAL REPORT. > D J _ � 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 L 0 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 L o Q) 00 o REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 000 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. X 0 OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY 3 a' NOT OPEN OR CLOSE WATER VALVES. m wcn vn GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE U) u 00 THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. PLANS AND CONFORM TO THE ISPWC SECTION 801. m p @) rlj 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. m E �. w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL fu w 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 MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. THE PLANS AND CONFORM TO THE ISPWC SECTION 802. fu L. z NO. 1. 0) w u 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ON THE PLANS. PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WATER cn 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL " 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 SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION OR OTHER STREET WORK TO MATCH THE EXISTING PAVEMENT SECTION OR USE 2.5-INCHES OF ASPHALT, 4-INCHES OF 3/4-INCH MINUS, AND 14-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. IF ASPHALT CUTS ARE NECESSARY CONSTRUCTION PLANS. NOTE N0. 1. WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, a PRIOR TO CONSTRUCTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE o NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 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). 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. o 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE _ U 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL U) 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 REPLACE THE ENTIRE ROADWAY SURFACE. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 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 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL 00 ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. THE WASTEWATER RULES (IDAPA 58.01.16). PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. o � U Ld 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 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE 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 BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. U) o N w TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL o N z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE QUALITY (IDEQ). 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION w SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES BEGINS. < Q cn 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 Z AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE O 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. PUBLIC WORKS INSPECTOR. PRESSURE IRRIGATION 0 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 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING o Q CONSTRUCTED. z U 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE Lu Es DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. 0 AND REGULATION. PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DESIGNED: C. GRAHAM ll� 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. DRAWN: L. HAASE APPROVAL IS GIVEN TO THE PROJECT. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT L A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE CHECKED: C. GRAHAM D 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. Ld RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE SEWER APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 0 DRAWINGS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND v WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL PREPARED FOR: 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). G20 LLC w 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PO BOX 593 Ld 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 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 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 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 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). WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF U 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). 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 z U) 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 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE 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 WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN O 0 COMPACTION. THE WASTEWATER RULES (IDAPA 58.01.16). SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 3: U 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 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). NON-POTABLE WATER. J ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. ce (n 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE 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. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, 0 w PROPERLY DISPOSED OF OFF SITE. PRIVATE ROADWAYS AND TRAVELWAYS. z 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS DATED SEPTEMBER 15, 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES z V)� 2020, FILE N0. b201338g. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF z Z ww THE SEWER. U 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO � O � 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. w 0 Ln THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. w 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. L_ > V) 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF 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 0 0 W 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 m W 0 z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN SPECIFICATIONS AND DRAWINGS. g CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. 0 > Z 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE O 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 Q U) MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. < 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. PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF m DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE O V) MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ROADWAY Z Y V) 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 A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. w 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR SCHEDULE INSPECTIONS. N TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT 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. w CSW PROJECT NO. 22007 = 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 07/05/2023 U GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. w 0 @ com1 6 w ♦- m 2 0 (Y iL J U_ iY I- U) (n SKYBREAK SUBDIVISION NO. 3 BOOK-, PAGE I SCALE LOCATED IN THE SE114 OF THE N W114 OF SECTION 4■ T. 2 N.■ R. 1 E., B.M.■ 3: 32 -33 60 I 30 I 120 CITY OF MERIDIAN ADA COUNTY IDAHO J bi 5 4 ■ ■ PLAT NOTES -W 0 U' 2023 J (FEET) 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS > 1 INCH=60 FT. ';_ � N1116 CORNER HEREBY RESERVED ALONG THE FOLLOWING: O PLS 13550 TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS a N o M au 00 LL_U -- -5 4 CPF#2019-082460 S 8905222"E 1321.03' 5 89°56'41"W 1321.10' ---�� DEPICTED t.p c0 •& I - --- --- --- --- --- --- --- --- --- --- --- --- --- --- -TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS ❑ c - E. PENNIE LANE NW1116 CORNER CNI116 CORNER DEPICTED o ~ rn VE PIS 645 PLS 4347 -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED co w ^ CPF#2022-096554 CPF#2022-096555 O U) p cf)_ 00 _ UNPLATTED � A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: ❑ w -TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED coro a_ 2 -FIVE(5')FOOT WIDE SIDE LOT LINES OR AS DEPICTED z 16LDClC 7 SKYBREAK SUBDIVISION NO. 1 fo D ❑ S]20 BK 125 PG 2 O -2 rJ 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH u' BLOCK 3 j STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE 973 , OR BECOME NUISANCE,PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE 9 E. BINGLEY LANE (PRIVATE) SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN Ncf) , ONE(1)YEAR, WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME �b�l �' i - -C3 ` _ C j 81 1 B2 IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A " oti`°■. 3 1 �� 1 0 1 r-` 2 __ -_ __ __ 5$9_47'D$"E 309.29' _ NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL x .� b r `-� CS ° - -- �S a " OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." w I `L 0 1 - ----__ cs 141.06' S4.°°' S°.o1 50.00, S 89 47'DS E 74.D8 ' 7 1 1 r r-- r------, --- --1 f------1 O 4 1 1 r ! I I I I I I �. 24 7' 50.00` ❑ 3.ANY RFSUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED t_ r N i� 1 BLOCK 7 1 '� 1 a, I0. I I I I �- O a -� r 1 p� 5 j S 1 v i "� ! `"' BLACK 7 a l a o f 4.00` I r-----^J SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. w �7 r r '� i v I 6 v BLOCK Jv a I I I \_ �3 ° Cgs _ 1 o r ?n 6 j I I 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN o I ! I o I Q ❑ Cg6--- 1 '� 1 ,;, 1 in 7 1 B j - a 1 = j j 1 cz COMPLIANCE WITH TTTLE 11 OF MERIDIAN CITY CODE. cn SEE �, ' ' r o` I n 06 108 1 107 - 1 106 - o CD �- _ 1 to ru ti ! ^� i ^i o 5.LOT 43,BLOCK 2, LOTS 109, I I8, 124, BLOCK 3,LOT I4, BLOCK 6 AND LOT 9, BLOCK 7 ARE � Z 1 /DETAIL A - 1 rn ry ! 9 I �+ I �n 105 104 0 103 I IO2 0 ❑ Cgj--J �- j r o I I i y RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION,INC. _ UF. `yC48``-J L__� a_ U I _ - I i -�?2 - C DA C4q C49 --J �-------_� R C50 G32 a o i I i j 20 50' 1, THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2023-XXX, g r-�gj . URS 2, I7.z7' 30' `n L__ -J L------J?7C� � � L--_---J � �2 - C43 _LAN 54.00' 50.00, r-� a 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT,ING�1 C35 �' _ �� - L18 �� a !�� C5x 50.00' pCOMPLIANCE WITH IDAHO CODE 31-3805(I)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED Qf -�9D © � f' 5 89 47'08"E 154. Lr1 zO '" I 60.50' TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK I I -} r__g S 89°47'0$"E 234.61' Ia9 I4.50'� E. CEDARHURST LANE a - I 17.27' - a - IRRIGATION DISTRICT.Z - I n I `- C3 � 93.59' 141.02' Lz4 PRNVATEfww l ? , i9.50'I �nC36 1 h 60.50` L6 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OFv 21 � r`-_-- g ��----- 112.59-------� E------•122.02--- chF� 125 o a I ! I $7 'I 22 50' � oS I I THE LOT OWNER UNLE55 SUCH RESPON5I8ILIT} IS ASSUMED BYRND IRRIGATION/DRAINAGE L3 ''� I 2D -. , ! I 31-- wN BLOCK 6 �i d I ry '" I 0 1 I rn I I I ql r------, ENTITY, oZ 7 �C rr I v I �n u, I ry I v i a . 10 l ail 110 I I NI--� N I N 19 - I '-. I ^+ i .� aC b I er I o IA 1 l I o I il, i i ❑ ml ° I I ° I I 4. THIS SUBDIVISION IS SUBJECT Tp DEVELOPMENT AGREEMENT INSTRUMENT Np. 2021-119175.- .w - j I a I rti I I$ - I w I w I v ❑ rti L-5 89 47'08"E I 07.40'-J L-5 89 47'08"E 210.0 a 11 �- . . ,..- . . _ - _ _ 4 J I m Q z 1 �, j `^ i 17 i 16 I 15 m `" o 10. ANON EXCLUSIVE EASEMENT I5 HEREBY RESERVED TO THE GRANTOR AND SKYBREAK Z N4 r--------------� r--__..___..-------1 w 5 I 1 a r 'v I �`' l H I I I 54 U 55 COMMUNITY ASSOCIATION,INC. UPON,ACROSS,OVER AND UNDER ANY PORTION QF ANY LOT THATLL 5� 4 N �'9]r3 2°3 J I Z ° 1 ", I of 61 to I 'v126 'O 1 D I °v I I I d Pi a -a IS NOT COVERED BYAN OCCUPIED STRUCTURE.SAID GRANTOR OR SKYBREAK COMMUNITY d o l 1 � BLOCK 7 �I I� 1I8 a I I ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION Z i W 1 3 x85,3�. L I 1 1 I I o 1 1 u I ° I n a o ►�+ - MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS O Z m i - I � S 89 47'08"E 107.40'-� I..--N 89 47081,W 110.00'-� W ~ W - - - - l 1 BLOCK 6l I 97x3, - `1 L J I ---J -----� ry I �'' I0.00' z I I IDENTIFIED IN THE COMMUNITY DOCUMENTS,OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH p Q n I I - S 89047'08" 126,00' w I4 r --------------� r--------------� 1� THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE z �, - I� I I I I ,7 L_____-J L_��___� 3yy, W >`-I 50.00' 50,00' l COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,RIGHTS TO INSTALL, > L� I v I 1 --- ^' 1,2 of i o! Iq ,� w 42,00' 42.00' 42.00' tin I� v v v Q' I r----� r----� ry I r: I I e OPERATE,MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS LINES,CONTROL BOXES AND a 5 7 w l ry l , r---- I l I -� r n Z �I 12 I "1 1I2 '� �• r^N s9 47'os°W 11°.0o''-i O I I ti I $ "' I ! ! o I o o W I �I j`r I Q RELATED EQUIPMENT AND FACILITIES. w I v l p i o I I a -, 1 7 L-S89°47'08"E 107.40'-J � N89°47'08"W 110.00'-� al E a Z DESIGNED: C. GRAHAM I = I of 1 i o Z W al 123 to C�2 53 9 v 1 ry �! Iv 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE O v I sr� ! w I i l I r--------------moo r ------ -------� u� u� Z I RECORDEDATA LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. DRAWN: L. HAASE 1 1 v I rV I j D f '� I I Iv I I_ ' BLOCK 3 l l a a� W I 6 I I o I W f N I w I Q a QI Ir•i OI IQ I I Q 0 .� 1 I v ry I ry 1I �n I 12 I I3 W I3 I`a o� II3 IQ ---------- --� I2. A PORTION OF LOT 43, BLOCK 2 6 ARE SERWENT TO AND CONTAIN THE ACHD STORM WATER CHECKED: C. GRAHAM (n - _ I v i I �v 4 Iri tr L6 n}- Q Z y v 1 o I 1 o I ^ I 1 I I �..i r- fhI 89°47'08"{y 110.00'- m r7 DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM w ❑ Cr.7` I 6 r I Q a o o 1 I °q I a I I I �-S 89 47'OS"E I07.44'-� L_-N 89 47'08"W 110.00'-- I I '"" WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256, APPROVED: C. GRAHAM '�, r8 _ I I q I v I I I 1` ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL CIS C ' l I l Z I v I I I ,% r--------------,ua r---------------, W al la 1 U' Is �_ _ z I z - �- 122 - 52 ZO ` v ❑ "� - _,� I I I 21.18'I I I I f/] I IN I_ d oI Io 1 I D p- (THE"MASTER EASEMENT). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM t_ I I I I I 1 ^� 6E I!' al Iv l ' I I� �1 C/] Wry C? --J --- 1 ---- ---_ �`3 "' v I I" a I v ry I I tN u7 ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE, THE MASTER EASEMENT IS o xg C21 I4 -� �; I14 M M L---------- j U W Q C72 42.00' 42.p0' 28.00' 0 1° Id- U7 0 "� FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. PREPARED FOR: C15 + 1 S 89°47'08"E 107.40'_Jv �L-N 89°47'08"W 110.00'-J u C5 G20 LLC - 123.18' z f-N 89 47'08"W 110.00' 1 I Q W O ❑or� N - r-�i3 - _ E. ENGLEHART DRIVE I 1 �+ 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE r---------------I r---------------' vl � � o I o � �C�S- CZ3 �� - _ _ _ � ! 1 1 I k, gi �o pa Ra HIGHEST ESTABLISH!-D NORMAL GROUND WATER!"LEVATION. PO BOX S 9 3 LLi �-. v p 1 1 r C C24 S 89°4708"E 156.68' `v1 1 OI Iv Lam; vI 121 lv 51 z "4 1 I i I 6 123,16' I I I I� `^I f� � 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO.2023-XXXX. EAGLE, I D 8 3 61 6 37 I I I -_7 r __C77 �1 �I 15 I �I 115 I� � I z I I w l I 1 --_ c2s 23.63' 60.00` 8.55 21.00 � I ° I I ° I L__---__� _J I Q i ` I I 1 I -I I-------, ---. --- r ��' -S 89 47'08"E I07.40'- w-N$9 47'DS"W 110.00'-w 15. THIS SUBDIVISION IS SU83ECT TO A CITY OF MERIDIAN WATER MAIN EASEMENT INST. NO, I `" I a -1 ! a ;/ �v r-'N89047'08"W 110.00'-_1 2022-045688. bi BLOCK 2 =`' I I o l ^ l v { a ;n r---_-�---------- r--------------� v 1 1 38 4' I I BLDCIC 3 l a I I- Z J I in I a 1 o I o 1 0 , bl I al la a o v 16. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. a O o vl Iv 50 O ! a 39 w w j w i w ry `n "' v E 16 j v;j 116 Sri 'I Q I 120 l a l NO. 2022-045752. N _ °6 1 i 40 u, i 41 Lf) i n ^ 1 o i �I o �I i"' w I 42 n I L S 89 47'08"E 107.40'-_j L-N 84 47'08"W 110.00'-J I L---------------, 17. LOT 118,BLOCK 3,IS A PRIVATE ROAD TO BE OWNED AND MAINTAINED BY THE SKYBREAK O ------- I ° I v I v I v r------ -� r--------------� ESTATES ASSOCIATION INC. THE PERPETUAL RIGHT OF INGRESS/EGRESS OVER THE DESCRIBED BLOCK 2 a l °v l o l a L26 n I I r-N 84°47'0$"W 110.00' _ I v I v I Li '„ I o 01 I al Icz _ k - I I PRIVATE ROAD IS HEREBY RESERVED IN FAVOR OF EACH LOT OWNER. THE PERPETUAL EASEMENT W L. I I l Z v v1 I vl v v v �I Io 1 SHALL RUN WITH THE LAND AND THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE _ I I I I °� a, ui 17 ,,; 117 Ivi �? �I 119 Iv 1 eri I er-I d- vim- a. fv 49 ROADS CANNOT 8E MODIFIED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. - 29.78' 60.00, 60,00, 55.00' L-----I07.40'-----J L - 230.00'-----J I M I+ Cj S 89�47'08"1- 204.78` ��h I`^ 1 0 � N o L___-_ _-____� I8. LOTS I06-108, BLOCK 3, WILL TAKE ACCESS FROM LOT I09, BLOCK 3. THIS COMMON DRIVEWAY N 89 47'08 W 25I.4D `1 o N S9°47'D8" W 1I0.00` ❑ IS FOR THE PURPOSE OF INGRESS/EGRESS,SHALL CONTAIN BLANKET TYPE WATER,SEWER AND \, ° 1� 47 UTILITY EASEMENTS AND SHALL RUN WITH THE LAND. THIS COMMON DRIVEWAY/LOT SHALL BF O LL.0 ♦ f I 48 CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE Z \ �c ! ❑ WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON DRIVEWAY/LOT SHALL BE OWNED O z 25' L23 a E. VADONIA LANE (PRIVATE) 1- 1 AND MAINTAINED BY SKYBREAK ESTATES ASSOCIATION,INC. 7 z I r 1 • a - - - - - - U Z iL 1 BOISE PROJECT EASEMENT I 19. THIS SUBDIVSION IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. NO, O Q V,J PER R05#22358 ♦ 43 I �� 2022 045752. O ♦ Ln ❑ � SI�YBREAI{ SUBDIVISION NO. i T LL �T BK 125 PG 20019-25 > Z \ N ' �% SEE SHEET 2 OF 4 FOR LINEICUR VE TABLES, DETAILS, LEGEND, 0 w 46 NARRATIVE AND REFERENCES W m 2 Q z oo♦ I I er � J \ �.�,♦ 1 f I BLOCK 3 I w Z) \�'y ,r I O I n s \ \ �LI3 I 2030 S. WASHINGTON AVE. oC O z I UNPLATTED 10ENS I �/ 45 44 43 42 p� Q v \ \ ��, ��J/ EMMETT, ID 83617 Q CL SEE Lu 11574 a , '� �' o cz� DETAIL 8 f r .f �208} 398-8104 Q J 'a \ `�. I 'FrY/'� J!1 FAX (208) 398-81 05 cn ��jW7 00 O _ _ 5 .25.00' 1198.00,OF 0 y BEXG , Pq8 51.14' -~i ry 93.41' I3I6.30' _ G�n� carve �r� , GL WWW.SA WTDOTHLS.CDN1 w - 114 CORNER 4 N 89°4$'12" W 87.14' CW1116 CORNER C1/4 CORNER ILLEGIBLE PLS 757 SHEET: DATE: DRAWN BY: CHECKED BY: q8#: DWG#: W cn CPF#111066377 E. VANTAGE POINTE LANE S 89°48'12"E 2632,71' RLS 645 CPF#9116244 I OF 4 612023 AR J8 12311D 12311D-FP (/) J_ U rN N wCSW PROJECT NO. 22007 DRAWING DATE 07/05/2023 C� iL O 0 cl ■ 0 6 w �_ m 2 O a_ J U_ F_ U) L BOOK , PAGE N SKYBREAK SUBDIVISION NO. 3 o J Y -wl U J_ OFF-SITE ACHD STORM DRAIN Ln r aN a.) o cmo o L� [2x cg EASEMENT INST. NO. � m �, z / s 2023-XXX Xp '-' o rn m w f0- O @) N w ,DETAIL A Iho ' mro rZ y NTS Ln w ► y ;a DETAIL B i �' L27 0 L - - ` U NTS (n _ Ld ' Cl? ry CURVE TABLE o' a ! o CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH X ► ' III i Cl 176.20' 261,76' 38034'08" N 59019'17"W 172,90' w I ► y BLOCK 3 1 i I C2 164.32' 540.00' 17026'04" S 81004'06"E 163.68` ~ W C3 22.47' 540.00' 2023'02" S 7303235"E 22,47' ► �� f z 46 C4 52,47' 540,00' 5034'01" S 77031'06"E 52,45' Q / W C5 1 49.50, 540,00'1 5015'09" S 82055'4I"E 49.49' p y d o f I C6 39.88' 540.00' 4013'52" S 87040'12"E 39.87' N ! q C7 78,30' 261.76` I7°O8'19" N 4803622"W 78,01' CD z 1119 y a n SKYBREAK SUBDIVISION NO. 1 Cs 34.57 261.76' 7034'02" N 60°5733"W 34.55' o L CA2 W w C9 63.33' 261,76' 13051'47" N 7I040'27"W 63.18' BK 125 PG 20019-25 O l d i i �i CIO 28.54' 18.00' 9005033" N 45012'25"W 25.64' C) 1 I C7 f CII 158.55' 50.00' 181°41'07" N 00°12'52"E 99.99, J LINE TABLE Cl2 28.54' I8.00' 90050'33" N 45038'09"E 25.64' g g LINE BEARING DISTANCE C13 50.03' 429.50' 6040'28, S 74015'28"E 50.00' a_ Ll N 12024'18"E 41.00, C14 52,42' 450,00' 6040'28" S 74015'28"E 52.39' p i I L2 N 26016'40"E 41.00' C15 54.81' 470.50' 6040'28" S 7401528"E 54,78' z z F_ ' L3 N 6304320"W 23.72' C15 157.88' 479,50' 28051'54" N 80021'11"W 157.17' w ' L4 S 6304320"E 27.35' C17 46.61' 470,50' 504035" S 7404525"E 46.59' a v i L5 S 63°08`22"E 24.53' C18 8,20' 470,50' 005953" S 71°25'II"E 8.20' u ar� i - y L6 S 89°47`0$"E 19.00' CI9 38.84' 479,50' 4°38'27" S 73014'28"E 38,83' w o N , L28 w L7 N 00012'S2"F 7.00' C20 45.94' 479,50' 5°29'20" S 78018'21"E 45.92' p N Z CIO L8 5 00°42'S2"W 13.42' C21 42.26' 479,50` 5003'00" S 83034'31"E 42.2S' N 20.50` 93.41' L9 S 34°0957"E 23.02` C22 30.84' 479.50` 3041'07" N 87056'34"W 30.84' -- o --- -_-y L10 S 00012'52"W 29.00' C23 164.63' 500.00' 18051'54" S 80021'1I"E 163,89' z ` N 89048'12" W L21 S 34°35'4l"W 23.02' C24 171.38' 520,50' 18051'54" N 60021'11"W 170.60' w w0 _ ' L12 N 00012 52"E 18.87' C25 12.49' 520.50' 1°2228" 5 71°3628"E 12.49' _ LI3 N 89°47'08"W 34.50' C25 61.93' 520.50' 6049'04" 5 75°42'14"E 61,90' 0 LI4 N 53°56'52"W 22.20' C27 60.55' 520,50' 603955" S 8202643"E 60.52' L15 S 45008'34"W 7.06' C28 36.41' 520.50` 4°0027" S$7046'54"E 36.40' O v L16 N 54°2236"E 22.20' z C29 110.74' 70,50' 90°00'00" S 44°47'08"E 99,70' L27 N 310'01'04"W 17.89' C30 27.2I I 70.50' 22°06'S9" N 10°50'38"W 27.04' w LIS N 89°47'08"W 17.27' C31 65.49' 70.50' 5301327" N 48030'50"W 63.16' g L19 N6314320"W 2.93' C32 18.04' 70,50' 1403934" S8202721"E 17.99' L20 N 63°4320"W 2.93' ° ° DESIGNED: C. GRAHAM ch C33 78.54` 50.00' 90 00'00" 5 44 47'OS"E 70.71' O SURVEYOR'S NARRATIVE L2I N 630'4320"W 2.93' C34 30.26' 29.50' 58045'04" N 60024'06"W 28,95' DRAWN: L. HAASE wi L22 S 4200520"E 14,08' C35 305.00, 670,50' 2600348" N 76045'14"W 302.38' D SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE L23 S 89047`08"E 33.50' C36 36.25' 670.50` 3005'50" N 88014'I3"W 36.24' CHECKED: C. GRAHAM w SUBDIVISION PLAT SHOWN HEREON. L24 S 890470$"E 60.50' C37 42.16' 670,50' 3036'10" N 84°53'13"W 42.15' REFERENCES L25 S 5305652"E 13.57' ° APPROVED: C. GRAHAM C38 42.48' 670.50' 303747" N 81 16'15"W 42.47' z THE BASIS OF BEARING FOR THE PLAT MATCHES THE BASIS OF BEARING FROM L25 N 89047'08"W 32.00' C39 42.97' 670.50'j 304O'19" N 77037'12"W 42.96' O RECORD OF SURVEY NO. 12358. THE SECTIONAL MONUMENTS USED TO DETERMINE L27 N 8904708"W 20.00' C40 46.82' 670.50' 4000'04" N 73047'00"W 46.81' R1) RECORD OF SURVEY NO. 12358,INST. NO,2020-064652 THE BOUNDARY OF THE SUBDIVISION WERE LOCATED AS SHOWN ON SAID L28 S 89°47'08" 1' E 20.00' 4°05'40" N 69°44'08"W 47.90' PREPARED FOR: U C41 47.9 670.50' R2) RECORD OF SURVEY NO,8839,INST.NO. 110086926 RECORD OF SURVEY EXCEPT FOR THE CN1116 CORNER. THIS MONUMENT APPEARS C42 46.41' 672,31' 3057'20" N 65042'19"W 46.40' R3) RECORD OF SURVEY NO. 1963,INST. NO,9148338 TO HAVE BEEN RE-SET BASED ON THE DESCRIPTION PROVIDED PER SAID RECORD G 2 0 LLC � R4) RECORD OF SURVEY NO.8838,INST.NO.9118798 OF SURVEY. C43 295.68' 650.00` 26003'48" S 76045'14"E 293.14' w R5) KEEP SUBDIVISION, BOOK 119,PAGE 18374 C44 286.35' 629,50` 26003'48" S 76045'I4"E 283.89' PO BOX 593 Of R6) DERRY SUBDIVISION, BOOK 108,PAGE 1516 THERE ARE SLIGHT DISCREPANCIES IN THE BEARINGS AND DISTANCES BETWEEN C45 23.35' 629.50' 2007'31" S 6404706"E 23.35' EAGLE ID 83616 >_ R7) VANTAGE POINTE SUBDIVISION,BOOK 80,PAGE 8575 SAID RECORD OF SURVEY AND THE LOCATIONS AS MEASURED BY SAWTOOTH C46 59.55' 629.50' 5025'13" S 68033'28"E 59.53' ' zQ R8) WARRANTY DEED INST.NO.2020-088736 LAND SURVEYING. THESE MONUMENTS ARE BEING HELD IN THE POSITIONS AS C47 58.36' 629,50` 5018'41" S 73055'25"E 58.33' R9) SKYBREAK SUBDIVISION NO. 1,BOOK 125,PAGES 20019-25 LOCATED. C48 63.06' 629.50' 504422" S 79026'S7"E 63.03' Rio) SKYBREAK SUBDIVISION NO.2, BOOK XXX, PAGES XXXX C49 59.30' 629,50' 502352" S 85001'04"E 59.28' J C50 22.73' 629,50' 2104'08" S 88045'04"E 22.73' Z C51 101.32' 64.50' 90000,001, N 45012'52"E 91.22' O Y C52 31.23' 64.50' 27044'28" 5 76020'38"W 30.92' C53 30.07' 64.50' 2604237" S 4900706"W 29.80' C54 40.02' 64.50' 3503255" S 17059'20"W 39.38' w C55 1 78.54` 50.00' 90000'00" S4501252"W 70.71' U C55 47.91' 30.50' 90000'00" N 45012'52"E 43.13' Z) LEGEND C57 22.48' 30.50' 42013'54" S 69005'55"W 21.98' M C58 25.43` 30.50 47046'O6" S 2400555"W 24.70' U --- --- SUBDIVISION BOUNDARY LINE (f) O 0 LOT LINES Z Z ---- ---- SECTIONAL LINE O N - CENTERLINE U O Q W --------------- PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT ct. - J W IXISTING DEED OR LOT LINE Ld F °@ FOUND 5/8"REBAR/CAP PLS II574 OR AS NOTED Q Q_ W- Ln ■ FOUND ALUMINUM CAP G z FOUND 112"REBAR/CAP PLS II574 LLJ Ld \ m W J SET 518"REBAR/CAP PLS 11574 • SET 112"RFBRR/CAP PLS 11574 C$Ns t� 2030 S. WASHINGTON AVE. oC p J z CALCULATED POINT Y 1 LOT NUMBER �. EMMETT, ID 83617 Q ACHD STORM DRAIN EASEMENT-SEE NOTE 12 1174 �, Ar W _ z ,f �2os� 3�s-8 o� Q ce LL ACHD SIDEWALK EASEMENT-SEE NOTE 14 J � �� FRX (SOS} 398-8��5FMAIGtir�aar 0 7 Y CITY OF MERIDIAN SEWER/WATER EASEMENT-SEE NOTE 19 Z (,/) 0 12�X�XJ Grnd 5u�veyir�g, GL� WWW.SAWTOOTHLS.COM 3: POB POINT OF BEGINNING bi SHEET: DATE: DRAWN BY: CHECKED BY: OB#: DWG#: W 2 OF 4 612023 AR 3B 123110 123110-FP V) J_ U rN N clq w CSW PROJECT NO. 22007 DRAWING DATE 07/05/2023 C� w O 0 ■ m N _ o`�� E SFp 16970 7-5-23 OD,A/1TF OF\OP�P�P� // • — I NNE / so \ s (n D / J \ ♦ 0 25 50 100 150 Y / // � / p SCALE: 1" = 50' / J w / / �� - _ E BIN LEY LANE (PVT) �I,I /i / /�/ 4„p — — — — — I — W o 0) >— \ a / // / / ^ SKYBREAK SUBDIVISION NO.l I I I rr 11fn o ILD KEYNOTES — 4"P 4"PI 6"PI 6"PIz � 1 --- �-- - - m � o 4 1 r - d„c < (D 0 INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE U) u o cn -I r---- O o5 � WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 rz 0 @� N CONNECT TO EXISTING 6" 1 1 1 1 I AND D103.6. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD rn " / BLOCK 3 I I I I ro a_ \ / / / / 6 I I I I I PRESSURE IRRIGATION MAIN I I I I I S 1 I II I I I 8 1 II II II STANDARDS. L_ w 7 N 108 107 106 1 1 1 I 01 o 10 5 i i 104 i O 9 I I I CONNECT TO EXISTING N _ I I ( � L—_ I I I I 1 I I I I 12" WATER MAIN 1 I I I wr� --J L--�__ � I y� S E CEDgRH J L — BLOCK 7 11 I I I I I j l I I I w ` 1 r URST DRIVE --I--J --I--J --�- 1__j L--1—J \1 — — I — I „w ------------ z I 1 --- oz N N 1 1 1 1 r <8"ss(Ex) �z" I 1z„ I „w I �z"w iz a 4 1 I — — O �I I 21 I I �'— _ 1 09 ( ) E CEDARHURST LANE (PVT) `, s ° <8"ss EX s I� I S I N 1 1 1 I 1 1 I ---------20 —7 c9 EXISTING SEWER 1 1 I I I 1•• 1 I I 1 / _I—— ——I—_ I I I I ,� I- CONNECT TO EXISTING 4" I I SEE SHEET C5.0 I I CONNECT TO EXISTING I I rof , W I PRESSURE IRRIGATION MAIN I I I I I I SANITARY SEWER MANHOLE 10 I I 110 / 5 I I I rz ov _ I I I I I I I 1 ' I a ow I I I I I 1 1 I I 19 I I I I I 1 1 : 10 � S z 1 1 I I 1 1 l g 1 1 1 7 1 1 I I I 1 L-----------i `° L� uw ————————— I I I I -- 1 1 1 1 I I 16 I I 15 I N 0�_______-- I I I I o �, J �� 1 1 1 1 1 1 I I I I 1 I' En r----------� rw w �, I 125 1 1 126 I I I z Ld r � \ J I 1 1 1 1 1 1 I I 1 1 co I I I 10 Q I n 1 24 I 1 1 1 ° N z — �., I 4 P� I I I I I I 1 1 1 I t o a c� w 1 r\\ I 1 ° M CONNECT TO EXISTING 4 j cn I I BLOC K 1J i 11 I I BLOCK 6 ° I I I I PRESSURE IRRIGATION MAIN —I -- u o �u L----------J L----------- w o° `N"6 L_--J L— JL JI I i I . �'� 4LPL------- z 1 z. r----- — F L---- 14 1-4"�pll ; Q I I _ I I 4"PI Id„ �7 I 1 1 I � -- ---� --- > 12 l a I 112 1 < z 1 w . 34.00' SEWER� s CONNECT TO EXISTING I I I I I 1 1 1 I I I I 1 2 I I I 1 WATER EASEMENT I 3 w 1 I 1 I 1 I I I INSTALL CONCRETE PAD L__________J L----------- U ._1 0 M 8" WATER MAIN I I 1 1 8 1 I 9 FOR MAILBOXES. SEE I ' u ____ 1 1 2 3 1 ♦ - ro L` z ° o I I j I j 1 10 1 1 i i DETAIL I 5 SHEET , .0. I ; v, i----------- � BLOCK 3-------� 1`61 0 I 1 — -- o � z----11 I I 12 I I 13 I 1 13 I I 113 ------- � I 1 I I I 11 _____ w o w w J I I 1 1 I I I I I SEWER LINE 'C' I ' ----------J L—————————; I------ BLOCK 3 1 - - - I I I 1 I I I I SEE SHEET C5.1 1 _ SEWER LINE D _ I I ♦ _ DESIGNED: C. GRAHAM S r-----------I a F--- _ O ss 5 SEE SHEET C5.2 1 1 I 122 I O I DRAWN: L. HAASE I 14 I I 114 cwn I B��W I I I I ----- I O °0 CHECKED: C. GRAHAM w / �g•SS — 8r,W. M L----------J L----------- a ----------- " I� � E ENGLEHART DRIVE __________ ___________ w r APPROVED: C. GRAHAM z CONNECT TO EXISTING 8 1 z41 ♦ m I U SANITARY SEWER MAIN 1 1 1 r\ S <8"SS S 1 CONNECT TO EXISTING I I I Q Ill 1 121 PREPARED FOR: 8" WATER MAIN 1 1 5 I I I I Q o I I r I I I I w L----------J L-----------� > ----------- w 0 � I I � I I --� r— ---� -- --� � � � _ m G20 LLC or� r., ----------- 1 1 1 1 1 SEWER LINE 'B' I I I I 1 r----------- ' r----------- Q Se I PO BOX 593 Of I I 38 I j j SEE SHEET C5.1 I I I 1 I I I I 1 I �, I I EAGLE, ID 83616 I I I I I I 16 1 1 1 1 6 I 120 -0 — a I I 1 1 I I 11 I I I I • I 1 1 39 1 1 40 1 1 41 1 1 42 1 1 A oo 6"PIT L I I I I I I I I ' v> L-----------J L——————————— -----------j — . 1 Ii I1 I I I III 1 -1 ----- � i ----------iI I1i-----------iJ 1 ACHD SEEPAGE BED #1 . oo 11 — Z BLOCK 7� O — 17 1 1 117OCK 2 o 119 -03: J L————— ----- — 1 U—I- \ - - - - - - - L----------- cn ` - - - -J I CONNECT TO EXISTING 8" T M �� . 1 I o ----------- SANITARY SEWER MAIN REMOVE BLOW-OFF AND I 0 z CONNECT TO EXISTING 'I -------- U CONNECT TO EXISTING 6" 1 •• ° I ° (,/) Q Q w ` PRESSURE IRRIGATION MAIN 1 - - 8" WATER MAIN z J o 1 8"w a"w s"w a"w a" � a w 8� Q z \ CONNECT TO EXISTING I - S E VADONIA LANE (PVT)— - S - - �l - I I z L \ 8" WATER MAIN I s U 0 I., II � Q J FUTURE PHASE \ _ z \ o / Q LJJ cn \ - � / I . I SKYBREAK SUBDIVISION NO.1 > Lu z ' O O z I DC J I' 3 Q J W Q \ \\ .. IM' ACHD SEEPAGE BED #2 — m w J O > EXISTING PRESSURE �q I Z O IRRIGATION PUMP STATION \\ _ V) 0 �� M i Ld "PI 8"PI 1 8"PI 1 8" "PI T 6„P W U — — IR IRR R IR� IR U N STUB 12" WATER MAIN AND INSTALL 0 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION w CSW PROJECT NO. 22007 DRAWING DATE 07/05/2023 CL 0 0 c2mO m E SF� O 16970 7-5-23 n OF N^/E cn 5D / // J / / / / / / ,/ 0 25 50 100 150 � / / SCALE: 1" = 50' I N �'� / / �G / / J v A 6�- `J-' �P� ABBREVIATIONS o, o / �� 6' 8� STRUCTURE TABLE �N �n a) 00 wo ®® N N o0 / 3 ?�00 6' `fl' �' _ 5�� N - O� CL CENTERLINE o s M ® c° S 6+ '`� \ a� - - - ti O � hAz ° � �O EX EXISTING GROUND STRUCTURE NAME: DETAILS: X o O \ •� G N' 4 � T a6, 10� �1'�� ^'�0� 1`L� \ N _ 11�_ 11�` FFE FINISHED FLOOR ELEVATION RIM=2767.04 m w N \ s r'rn. -� Grp \ e1 �1 �1 �^ ^'� 'S `l' `t' FG FINISHED GRADE CB #1 A cn u 00 cn /DO'S �p �, �, �, �, 1 I 12 INV OUT=2764.54(W) O o `L F BLOCK 7 5 \� \ �" �- \ F ��. 1� 1�' FL FLOW LINE O N 0' �' I \ti� ti� ti� I GRVL EDGE OF GRAVEL 00 `� w �� 69 6' r' �> ` 2> ��' F�' FG I HP HIGH POINT CB #1B RIM=2766.84 � w \ lb 6 �, �� a� � >> 12 INV OUT=2764.34(S) Z `L� F�' I I 7Z - - d' - 2 _ - o 2j>p I - - BLOCK 3 - - _ �77a _ - - - INV INVERT 01 w t - $- - - 771 _ -_ - I - - "77r - - - - ME MATCH EXISTING RIM=2766.84 u v - 2770 - - - - - - ' 08 107 I lU6 - 2774 - _ - - - # ( ) < O RIM RIM ELEVATION CB 1C 12 INV IN=2764.22 N 3 105 1 TRC TOP BACK OF ROLLED CURB 12" INV OUT=2764.22(S) , \°O o F�' , I BLOCK 7 / TVC TOP BACK OF VERTICAL CURB w ,�0�' � � �10 .y0 FG� �C� �- 21�1 / TOA TOP OF ASPHALT CB #2A RIM=2767.00 1 - - - - - - 12" INV OUT=2764.50 E �L G _ - �F O 'S O� TOC TOP OF CONCRETE ( ) X /F /��'� CEDgRNU �— 1�� 00'— — — — — 2770 — — — — FG FG FG FG G G - 9774 — — — -- w 10 �� . ."I `L �1 \ _ - - - 2771 - - I 6 F F - 2775 — rt, RIVE - p p .�`1' �O l h� — — fi .�`'L 2776 — CB #21B 12" INV IN 2 64 39(W) 69 - - - -- 1 1 1 12 INV OUT=2764.39 E RIM=2767.57 a 0 ~ , �� FG 4b , \ 00 109 ® E CEDARHURST LANE (PVT)- 12 INV IN=2763.85(N) N - �� ti� O. _. \®® s 00. \ - O \ SG TRAP #1-1 (n Q FG ��O O�h �O .\ �1- 12 INV IN=2763.85(E) w Z \\ 6� 20 �G �1 G ��00 �00 r,j S oO�o 2, \\ ,L��1• % / _ 18" INV OUT=2763.00(S) o z p 2765 �` ��' ��O o `L� G �� FO ��,\ ��, RIM=2767.61 a_ 110 � ��, �s8 c �S8 c SG TRAP #2-1 12" INV IN=2763.85(W) Z co I �°� \ 19 �0 BLOCK 6 I �� ^ BLOCK 3 \ Tc �o ASS•c \ 18 INV OUT=2763.00(N) a_ c� — I �• G 9 I ' �600' N �' en A' \ O F �� 1 8 1 7 16 1 5 ti �� 2>>> \ Z p ^ I CO N I z o v� \ �6`' \ FG O� \ ^� �O°'' �>> ,�, d 1 25 12 6 N� ° it z \ �,�� , `�^ �`� I `V c, '•0 0 24 I GRADING NOTES 0 w 10 F �� I \ F�' 1 1 F S- 1 1 1 �,2>) \ it I 0 , , , .° I 6 � \ \ c �8�,, 1 1 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR TO STARTING LLj >- I 6, '� 0 °L ro O "' '\ I WORK. ° o cn �' �L h 1 � �, \ �o '� Z \ `L \ .�'` �'` cv Z N I BLOCK 6 .\ro .\O 10 .\' I . w �o°' 2>> .� r' O. \ O �l• �L `L 1 4 I > \ �1 I I �, �� 11_ ,�1 �1`L' 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL Q C,\ 1 2 F�' Ste, -. 12 2 �' `ti REPORT. 2>68 I . J °�.\ N \ �o'�o \ Z / � O \ I S, I \ 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND FOLLOW THE w cD w / \ 2>6> I Q ti� N °� s 123 \ RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. / 2765 $ �>> ,c• I FO ' FG ' 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY BOUNDARY. NO DRAINAGE o 0, I \ i 0 I I \ ti� G qs c 00 BLOCK 3 O° z w G 5�q 2, \ 1 1 1 2 1 3 I I FG , �; F �' 1 �2>) 1I1 8 �110 �,�1'` SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. o �c sSSsr• 2'166 Q25=0.2CB 9 Lu CFS 1 I lb 'A o\ c oSo, \ I \ 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE EXCAVATED TO 6, cl, �,� I \ \ SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. DESIGNED: C. GRAHAM S / Q100=0.40 CFS I _ o Sj" C6G ��6, ��6, ��j6, ��6, I ' t17 LF 12" PVC ® 2.187.\ 1`�� >>� ,mac o F�' 1 2 \ N I FG 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH THE GEOTECHNICAL DRAWN: L. HAASE w p °�•� e��, o GS o s, I I, �, \ �c, s�. 1 14 �4 2> a a0 \ •y`� Z REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO cf) �� G- 9- 2 y'� \ ,mac �� w 11°' \ ,\1'` z PLACEMENT OF FILL MATERIALS. CHECKED. C. GRAHAM cb w O � e M Q \ \ O 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL USED FOR SITE APPROVED: C. GRAHAM o' z ��G O� _ ) E ENGLEHART DRIVE ±23 LF 12" PVC CAD 0.50% I® �� 2, J \\ `j GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL HAVE A o Off• Q O t46 LF 12 PVC ®v1.52% �.\O \ �0 Tc w \ 1 21 I Q MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER v / tiA 1 5 FG `3 1 5 2, Q �G \ I �C� �� TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. PREPARED FOR: o �� / ,�� `" ° � \ �00 \ 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPED G20 LLC � I A00 FG ��O ti�00 ti�00 ti�0� A• I �11 \ �11 Q MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PER INSTRUCTION - - r J I `L r ��' �C� �G i , 1 o W BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED LOCATION. PO BOX S93 BLOCK 2 2>66 CB #1C I , CB #1A 6� ��, m EAGLE, ID 83616 3 8 / SG TRAP 1-1 Q25=0.91 CFS z / I Q25=0.15 CFS I # G Q100=1.27 CFS F�' �S• 1 16 1 20 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION Q + / Q100=0.21 CFS .y .� �69 F�' \ I F�' OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER �/ 39 40 41 42 �/ 1� 00 / c 9s AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. h� N I ' ' ��O N� 11° \. I .�10 \ THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. 1 + f 60 LF 18" PVC ® 0.00% M ' tit N - - - - - - - ti0 � i I BLOCK 7 /orb �js9 BLOCK 3 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND p rn 9,,G' 1 1 , OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. O �6 �+ �G �� I ° I O 1 7 F 1 1 7 ��, �s ss ,cc 0 I O o I ,� �6 / \ C, 1 1 v / N �' 9) F F ,� 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT. U �1 _ _ _ 00� I °h Q FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST \\ \\� \ I ; I��, 2, ti� _ _ _ RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. M z ACHD SEEPAGE BED #1 N o - - G S 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 12'Wx54'Lx8'D ^`� o - - - - t F - - S� I I - V) J \ \ - - - - - - - PROPERLY DISPOSED OF OFF SITE. O lelo 100-YR VOL=2,519 CFO \\ \ \ O r. SEE DETAIL 1 SHEET C9.1 ® - - -- z0 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS DATED SEPTEMBER 15, 2020, zW\ N E VADONIA LANE (PVT)— - - - - - ` PROJECT NO. b2013389. O z V cr� s cr� \ \\ \\\\\�\\ / .SR; z Ld \ \\ \\\\\ \\\\\ ��A ,��, 59, \\ \ \\ \ 2>> \\ R R Q Q W Q W co w \� \\ \\\ \\\ /' I \ \ 2>69 \ \\ \ > ZD W \\ \ \\ \\ FG N / /\ I \ \ \ \ �t15 LF 12" PVC ® 3.59% 2>68 \ \ �j 5' SIDEWALK ce O Q SKYBREAK SUBDIVISION NO. \ � R \ a \ \ \\ \ \\ \ \ CB #2B ±54 LF 18" PVC ® 0.00% \ \ \ I I W CC V Q25=0.18 CFS / \ BELLY LOTS 8" BELOW BACK OF Q G z \ I \ \� \ \\\ \ \ Q100=0.26 CFS T ACHD SEEPAGE BED #2 \ \\ `��j \\ SIDEWALK (MEASURED AT CENTER OF LOT) ce \ I \ \ \\ \� \ \ CB #2A I 8'Wx42'Lx6'D `'\ °° m Q J \ \ \ \ ` 100-YR VOL=1,056 CF \ \ Q \ Q25=0.38 CFS I , \ \ / \�\\ \� \ \ ,Q100=0.53 CFS SEE DETAIL 1 SHEET C9.1 z ce SG TRAP #2-10 \�/�\/�/.\///// /\i�\ / r� s9 \ \\ \ a i u L Li ro Lu \ \ \ _ _ _ __ _ _ _ _ __ _ � /_ - - - - -- - - - I\\\\\� �. ��A� B•o. �,s �,s� / / / / / TYPICAL LOT GRADING DETAIL 1 - / r /\\ `l• G ti G _ ,c S7, / / / SCALE: NOT TO SCALE /- - - - - - - - N // // // // // ce � / — — \ f23 LF 12" PVC 0 0.50% CSW PROJECT NO. 22007 W DRAWING DATE 07/05/2023 C� w O c3mO i KEYNOTES $ — — — — — 0 20 40 80 120 0< 5��GENSFo = 1 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET 0 INSTALL PRIVATE STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD ° ° ° Q� 0 O TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. SD-1114. ° �jp HORIZONTAL SCALE: 1" = 40' 970 ® 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. ��' �� 2 R=20.00' 7-5-23 O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL PER '9�. 1' ° VERTICAL SCALE: 1" = 5' ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED b\ `LSO 1 ��9T "TRAFFIC YELLOW." ISINSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. 2 � I G o�� 2 FoF�G�P.ZP ° Oh o O s O 6 7 NE M 10 .3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II 0 1• ,� o0 0� Ln PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE a �1 1� " c� RED/WHITE DIAGONAL DECALS. ��' 1f0 p� J COLORED TRAFFIC YELLOW.' cl. 66 0, G cn 0 11 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE ° �, G g 4 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. 1/ EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE p�+, i � O5 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. cl� — — i w ° s 1 � I E VADONIA LANE (PVT) �W E I_ © INSTALL STREET NAME SIGN (ACHD TS-1 109) INSTALLED PER ACHD SD-1 1 14. ALL �p 00 D o STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM ° ��6, g5°�° `�� alb -1FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. Oil U N CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS !c sj ° 9 I � rn MPROHIBITED. D o c: Mw SITE KEY �° 2 z 1 =250 Lo j o 2 x Q CIt o N ° O� 1 0 2�6� m ,,; cn ° C 9 ' O � o zr1 O � p ° ° R=20.00' a - @ 0 ° Q I 2 m E w V W ° ° ° I 61 a N co INTERSECTION DETAILcn z SCALE: 1 "=20' x _ x _ o / I 1 w BLOCK 7 1 E 0 Lu w 3 J o O / 4 I z b I o 5 i � Q � t °o ° 1 0 11 12 13 14 15 16 1 7 �u z o O ° x 6 Z ro�' x`l6 6 6 7 a U w ,S x61 �G � o 1 xoo 7 8 ao oo I 2sBSSo�o 1 6� xcb, ACHD SEEPAGE BED #2 Q o w ao oo 9 Sx Rx Ax `sx csx �� ,� �� s �� o �� s 3 0)+ 3 N + 00 ry ��° in co E S �6+ `L °� p '� < O Dc \ a sr � •S � 8 •9 8 •E B co co •6' 8 •9 B � � O' z � � � o o '�• p� .� 61 z �c � N N �� '•P c, a - ti ti, Ld o r ^°,�. ti vy �o p h� �' X X BLOCK 7 0 3 o z x°` 6°c R,65 ti ,�� ^ti ^� ^^� �� xyo 14+00 0 \ — 15+00 o m 16+00 — 5 0 ~ \ 4 m 11 M 17+00 O 18+00 19+00 �O Dc a 0 Op' `l �, '�6 S li — I - — I - — - I - -w 8 — I — �- 6 E CEDgRNV — —12+00 �� U O �' S GAMLEY AVE N 0° N 00 "' S GAMLEY AVE Z o O Oxo, y1 RSTDRIVE mil— — �0 3 �-- 13+00 oQ - — — — — — — — — — W �' N S8S o,`y �G 4 b'j a g 0° �G y G `pQ 9 ?js, ��) Lu O �g6 - - �`� — - - - - - - - - - - 1� �- 01. O G - - - x x21DESIGNED: C. GRAHAM x 1 0 �` G O. '� U cn 1 4 o ti ti �so • `� • _ 2 �1 O �� 6rO cL� A `° ra` �G Q w c o 2 O.°Q C1�' 2 �� Q w �°' Q G --► 6j I 1 0 '� x ^� 6�' ' 6 5 O S I DRAWN: L. HAASE Li 20 �ti�01 ��x 00� x00 h� °o �QG 6 'o U ��h ti6 ° x� o Y R=20.00' ,0x y1 �1 �qx s � ti �� ti �0 $ o S 6 ati O 6A' 8 0 0 60 ° _��s ��, R=20.00' CHECKED: C. GRAHAM �?� Ok M ti� so `�? 9 cn cL� �° �9 IS Ae cv 6 I (y,�ro �yx .p z o 10 9 pR'9 � O �� 4' APPROVED: C. GRAHAM O I 19 IN � —� I BLOCK 2 \ °/ Lu 15 BLOCK 6 13 ACHD SEEPAGE BED #1 0 18 17 �yx,�°�6 > °°tip ° / PREPARED FOR' 0 16 1 5 `ti ° w _ R=48.00' ��ti�'°�6 _- / G20 LLC w LLJ 42 ��co PO BOX 593 Q z EAGLE, ID 83616 Lu Q I u 11 16 12 I w / BLOCK 6 c2 / BLOCK 6 U' w 14 p 11 J 0 7 12 / 3: SEE RIGHT SEE SHEET C4.1 U O V) 2780 2780 2780 2780 ce J .1 ^ . Q O O z Z Z --------- -------------- ---------------------------------------------------------------------------------- ----------- a� -----------O� o z Q Ld 2775 + 2775 2775 00 > 04 N °�° M z M M 2775 U O -------- ----r? ^ 0 Lj N ---- - ---------+ ao --- --- -------------00 O ------- J O Z a_ 0 QNd — _ --------------------------------- QO — MII N j N ---- � r + r cp �z Q t co EXISTING GROUND II N z + ^O wU= ------------- -- ---- w --------- r rI� ---- ------- Q IIO Wcn QQj N C) EXISTING GROUND - j Nw Z Lu F- CLoz — WN � w J L 2770 o 0' 2770 2770 > Q_ CL0i N W 2770 wCG W 0~ �' a- = n o - -0.50% CLw Ld II V 40 -0.50% — — — — — \ - 0.79%__ - �w -- ----------- ----- — — .50% ------ —Q � z m ~cn ----------------- -------------------- �z � -- � � 1.55 o wao Nao Nao wQ _ .c0 - ifjao------ ------- �d �d L.L mm fL ao a)to �co Sao Itm cn 2765 N N M N +N 2765 2765 +N 2765 LLI II M II J �W------- ------ J J ----------- 5—------------------------------------- ------------ ------------------~ " G -- -------------------- ---- w a w w FINISHED GRADE v PC-10+02.93 a a 12" STORM 12 STORM --a)+p --------- m J FINISHED GRADE DRAIN CROSSING DRAIN CROSSING w J ------- orn---- EL=276 4.01 ------------------------------------------------------------------- ----------- ------ ------------ ------------------- - --- Ld Y - --- Z +n* ---- ------------------------------ -------------------- -- 0 2760 II N 2760 co 2760 2760 12 IRRIGATION EX. a II - ------------------------------ -------------------- - ---------------------------------------------- -------------------- -------------------- ------- ------------------------------------- --------------------------- V 1 W J > ----- ----- -------- --------- ------------ ----- ---- ----- ----- -------- -------- ----- `/ O 2755 2755 2755 2755 ro (V co O Of co Of N n M co N Of O Of Lo 07 Lo t0 O M L O c0 Lo M a0 O Of w M L N O Lo 01 N n Ln N to O N aD 07 co n N 14: N 14: n N q to I� Lq 14: n M — n N - Of N q °0 q O N M cO 4 E6 ui n cd m n 0 I, 0 m O m O m O w m w m I, w n w I, °0 n cm I, m o0 o0 o0 o0 N °0 n n n N co co co co co co co co to to to to to to n to n co n co co co co co co co co co co m co m co co co co co co co co co co W CSW PROJECT NO. 22007 n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n N N N N N N N N N N N N N N N N N N N 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 07/05/2023 c� 0� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 o E CEDARHURST DRIVE PLAN AND PROFILE S GAMLEY AVE PLAN AND PROFILE ■ O STA. 1 0+00 TO 14+25 STA. 1 3+75 TO 20+00 C4 KEYNOTES 0 20 40 80 120 0��co, \�ENS Fo m a� 0 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET °= x `I(yl TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. R=20.00' ° HORIZONTAL SCALE: 1" = 40' 16970 2 J O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL 2 ° ��N C�, I �G VERTICAL SCALE: 1" = 5' 7-5-23 O PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED g 9 4 °'a6, 1�p �O OF�OP��P� "TRAFFIC YELLOW." cV �1`a 3 //yNE ° a o O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED ° ° ° ° M ° o Ln DOME PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE 60' J AND COLORED "TRAFFIC YELLOW." �j 5% �0- 6 N U 4 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. I G� Y 0 E ENGLEHART DRIVE A- O5 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. 4 �G J w /1 0 0 ° �J J �1] © INSTALL STREET NAME SIGN (ACHD TS-1 109) INSTALLED PER ACHD SD-1 114. 60 �G G�, ��G ,a i o ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. �� Sg9 5 0, CUSTOM FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT 4 � U N GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLEDLn z O� � SITE KEY BY ACHD IS PROHIBITED. 0 > ° ,�0� L1N 0 � c M �r z0 O7 INSTALL PRIVATE STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD 2 O O ° �p� Lu o 1 3 0 3 SD-1114. p1. �j m w cn R=20.00' �� Q �� c a - @) 0 ® 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 2 I U '06', m E Ln O INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. N / �/ z 5 0) U N , INTERSECTION DETAIL Z w SCALE: 1 "=20' a_ w SEE SHEET C4.0 Lu o ~ I BLOCK 6 I i BLOCK 7 �Oq o cn BLOCK w 14 I 1 1 25.00' COMMON o z 7 I DRIVE 108 O I 12 ° C) I BLOCK 3 �0 0� �p Orb a_ 0 8 9 I ° m 1° p 0 4 10 I > C9.0 a U °po ^ 11 12 13 I "' I 13 1 1 7 1 1 6 1 1 5 1 14 1 1 3 1 1 2 1 1 1 0 110 109 107 w o 100�px00 G I :a I 2j, �pP N I �o C/O co 10+0 b N �ti�`Oy�ox� ° �k ��So I 7 ��' o ��' �° oG o ��' o ��G o �o oG o of �_ c, `tip z G U U r� < tp O° WO ^ O° O° of h ^ O o + ° J 1 h�x0 �p o N 2 O'`p° O°jo 000� 1^p0 Lr `' � � \ ^ M Ox0 G o > > O' O' ' O' ' 'O h' A° h� �°� ,F � �^� N �j J� �� X ^ ^ n I 14 I1 �L �b �b 7 ti �b ti N �l . �i 0 p0 G O 3 ��x� ^ 690 26, 3 1��0 xO�o 106 a 0 ��+ \10+00 11+00 12+00 0 p. +o N N _ o 8 > T o - - 1 1 - ~ - —91 m-13+ / �, w _ 12+00 0 13+00 ® 1 S AVERIL LANE PVT N R� 1 0 o pxg`l �o N 0tK 0.00' s —+ m- I- + - 4 g ® ,,� ) 1 �6h N Q N °° E ENGLEHART DR 00• a^ �° 'o o e o g0 �o I I DESIGNED: C. GRAHAM o a a I 1 5 s s 1 2 4 h O N � h G� y° O O O O ! B 0 0 � �° • x x� �x� � x� � x � x � �' �� x��° I Q�'p DRAWN: L. HAASE � �,\x h� �G—o�O .�Q�G ooc9 ��' � ° o o°p ao o �' 00 00 0 ° 6 0 �' o ° 'o �' ti� \ I 105 cn cL o �x o� x 5 x h x 0 x �y o o cP o o o 0 0 0 ' x° CHECKED: C. GRAHAM 10 �`l oo' �cl 6o' .� °o' �� oA i I o ti z ti� ti� ti� z� '�x� 5 125 7 G m � APPROVED: C. GRAHAM 0 I 38 �r01 a m 1 �� ti�� j I I 16 1 1 9 120 121 122 123 ti _ �Rx,R� O PREPARED FOR: 0 39 40 41 BLOCK 7 I I 42 i 1 1 a I I ��tK � SA 104 PO BOX 593 ACHD SEEPAGE BED #1 m �' I ax �`� EAGLE, ID 83616 z BLOCK 2 9 I ' 1 26 tit m Q I a I 1 7 0� BLOCK 3 k 'G J I O I otK 73r J I ' .\Dcx 1"' x61 "�C z Lu 0 J w SEE SHEET C4.0 U �2780 2780 2785 2785 M 0 0 > --- ------------------------------------------------------------ -------------------- ------------------- ------------------------------------------------------------ -------- --------------------------------------------------------------------------------- -------------------- ------------------- ---------------------------------------------------------------------------------- 0 O --- -- ------------------------------------------------- ------------------- ------------------- ------------------------ ------------------------ --------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -- ---- V) z Ld2775 M 2775 2780 0 CL 2780 u O Q Q O J n LL z O Q --------------------------------------------------- -------------------- ------------------- --------------------- ,�; N o --------- 't 0 a J � U= � Itw �a o o _ � > _ �N O � (o O 00 � (14� O ul + rOH _ ~a0 II N � ENO O N + .- �U(n > I- -- -------------------------------------------------- -------------------- -------------------- ---------------------- - -------------------------------------------------------------------- ---- LL Zoo °' Q II c~n a o 00 M EXISTING GROUNDA ,+� X OZ O ------------------- ---------------------- ----- H J z O O N 0) ------------------------------------------------------------------- ---- ------ ------ ----- I� ----------- N ---------- II N W Q W c~no o (n wQ Ozo �? + m II N Q II _ _ Q II2 U— 2770 M- PVI STA=13+62.23 0 2770 2775 0� + rn - o <o a II �- - -- N w = 2775 Lu ~ =w II N FINISHED GRADE > >c� r�N (o N w - - _ -cn W o 0 J w a J - -------------- -------------------- ------------------- ---------------------- PVI EL=2767.19 - ---a--------- - II - - - =w II N Q II ------------------------------------------------------------------- ------- - d > > >z Q W g z= F- w - a_ a II � _ - --- - 5' a a awe -0 - _----- --------------- F- J N w - \\ wa > > U - - - - --- W mCL a-------------------------------------------- ------------- ---- 0.55% - ------------------- __- _- o! - - 5 > - --- - ------------------ -------------------- -------- ------- -------- -------0.40% -------- ---- ----- m� a a- = -a a- - - - - r-- - z _ _ _ - ----- -------- ---------------------------------------- ------------------ ----------- ---------------------------- ------------------- ---------------- ------------- o. o oc Q _ 0.40% Q ------------- ---- 2765 _ _ 00% �� 2765 2770 1.25%_ 't Lo 2770 W - - - - _ 2. - - ----------------- ----------------- O M ------------------------------------- N`n 12" STORM II N + m ------------- N------------ oo- +r- N N DRAIN CROSSING C w o r- FINISHED GRADE �+�N II II 0 +L6 ----------- O N ------------ - -------------------- ---- - II ---------- ---------------------------------------------- � cn o� jl � EXISTING GROUND w +a; II w `d �, II N Uw d ------------ -------- z O 2760 m- m 2760 2765 a p 2765 J m J ( , W W z Z J W ,o 2755 2755 2760 2760 )nO 7 d Ln n M O ao N °o i0 °o O M O O 01 N n M �O (�J M u d Lo d 1n Lo f0 t0 t0 t0 t0 n (0 m n 0) O N O N O N O M O M M d N to to co co co to to to to to to to to to to to n 0 n n n n n n n n n n n n n n n n n CSW PROJECT NO. 22007 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 W N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWING DATE 07/05/2023 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 o E ENGLEHART DRIVE PLAN AND PROFILE S AVERIL LANE (PRIVATE) PLAN AND PROFILE C4m I STA. 10+00 TO 14+00 STA. 10+00 TO 1 5+00 N s�pwaL F NOTES KEYNOTES �o �\GENSFo 'tip 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. (P 7-5-23 p 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER 0 20 40 80 120 CO 9T�pF`pP� Q� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O3 CONNECT TO EXISTING 8" SEWER MAIN AND INSTALL 4" SEWER SERVICE PER ISPWC M.G�P� 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD SD-511 TYPE D WITH 2% MINIMUM SLOPE. Ln DRAWING SW3. HORIZONTAL SCALE: 1" = 40' C) ® ABANDON EXISTING SEWER SERVICE PER CITY DESIGN STANDARD 5-9H. CUT AND VERTICAL SCALE: 1" = 5' J CAP THE SERVICE AT THE MAINLINE TEE. V Y Qf Y 0 J �w � o J \ > 0) / N > 00 °1 z T 1"=250' / - X O — m LLi � / — / 4 p\ ` — — — — — — — — — — — — �I — O H U 00 O / II � 0 � N co w / ° ro w ` _ ro w 3 BLOCK 7 4"pr °' / 4"PI 4"PI 6"1 6'PI cn / 4 W a_ 6"PI Id„ti- \ � i 5 x / w \� w� I I 6 0 7 1Lu 8 a I p I BLOCK 7 108 107 106 O '?'iv / 105 104 w �� r � / ww o z 8 SS�F,�) vwi w I =\ cn BLOCK 3 2 $ EX SSMH A-7w a I I o x�0 / e 9 Dom a_ A I 7o \E CEDgRH� a I "�Ld RST DRIVE „W� " I w a 1 I I z w "w o rn ui z 2 a �I+00 <B�SS(EX EX SSMH A-8- - EX SSMH A-9 �� ---- a v 3 c~n I i \ \ 12 - 12"w 4 12+00 1 UEX SSMH A-11 109 ( ) u o XSSMHA-12 <8"SS(EX) 03 "v� <8SS(EX) 2 "04>Mao o z ��'ONo+ 11F- oON 2 EX SSMH A-10 w N Ln 21 w II � > w+ NcO 1 Q < z z_ <n o II N I ��" I I I z w vwi i X II 8 II 1 co SSMH D-1 2 �_ 0 I 2 0 ``' rz z I ° 10 110 zwl I 2 I 0 ^ Q 19 1 o U I N w j Li- I z w 0 1 ' 2 125 126 g I 4"� 18 i s < � � 124 I DESIGNED: C. GRAHAM 17 16 15 > w 11 111 o 1 J 2 < .00' SEWER/3I 1 DRAWN: L. HAASE Li 4 < WATER EASEMENT BLOCK 6 7 P� BLOCK 6 a u BLOCK 3 CHECKED: C. GRAHAM Ln Ld 14 1 • 4''PI 4"P1 4"PI 4"PI \ \I 00 1 APPROVED: C. GRAHAM z I 8 4'a/ I ° FF rn t U I j 1 4"PI N N'P + 00 C) 1 ;�; 9 i 12 - 112 1 PREPARED FOR: o G20 LLC a_ PO BOX 593 w EAGLE, ID 83616 z 2780 2780 < ------------- co --------------------------- ------------- ^ ^ z J ----------- --------------------------- ---------------------------------------------------------------------------------- 9 6 I C 00 <-4 ---------------------------------------------------------------------------------- --------------------------- ------------------------ _ --------------------------------------------------------- 00 O Y EXISTING GROUND �Lo + n _ 0 2775 o0 rn� ora �ro cn N _-- ------__ 2775 � �m- o`?^ cn II <� I . I °0 —_ < II— uj — uO <� < -------- -� X H _� o -_------_- U ----------------------------------------------------F9 ------------- --------------------------- ------------- I N O -------- 2 + t0 _ + O __ W ^ a0 00 _ + � rn 00 00 _ w cn w � J ----------------------------------------------------------------------------- --------------------------- ------------------ --------------------------------------------------------------- (n QO <Oi ►? N- N g N I- V)- ^ -------------------------------------------- in II N c� N - M L.L II II _ LL II -- j O ��_ r x�_ < � x� �.: � I ob (cn II cv w(n � w(~ �--wrn � — w 2770 <0 rn x ------ 2770 Z O O = + Lo W fn O ------- —�� in N _—_ Z o -----------------wcn w------------- ------- 1 I ------ O J Z w II I I or� 11 -- >_ _ — F I 1 I------ I ► I — Q 2765 _' I 6" PRESSURE 8" WATER MAIN 2765 O W FINISHED GRADE I IRRIGATION CROSSING CROSSING I I L.L — Z _ I 1 ----------------------- I 1 - --------------- � II I F I I 1 I C Z Q ------------------------------ 1II CfI I I III IJ1 1I ------ II I ------------ 0 —m w J ----- EX. 8" WATER I I Lu MAIN CROSSING I I --- ---------- I- ------ Z) W I I Z) 2760 �2760 O V> > W -------------------------------------- I 1 DC O ----------------- --------------------------- -------------------------1 E------------------------------------ ------------ ------------ ---------------------------------------------------------------------------------- --------------------------- ----------------- z 1 1 I -I- I I j I I 11 CL ---------------- ----------- ------ ------------------------- --------------------------------------- ------------ ------------ --------------------------------------------------------------------------------- --------------------------- ----------- I I 11J Il � Q � cn 1 1 I I I I I I I V) - - --------------------- ----- --------I I----------- ---------------------------------------------------------------------------------- --------------------------- --------- W I I I I I ----------- -------------- ---------------------------- I L_ EX. 8' PVC S- 35_-------EX. PVC-- I I I I I I I EX. 8" PVC SDR 35 ---- --- -- 0 2755 ------ ------------------ - -------- ------ 755 J 1 1 ------------- J ———— —— — --- ---- 2 Z I I I I _-- EX. 8" PVC SDR 35 --- I------ I _ �I L-�-- ------ ------------------ O Y EX. 8" PVC SDR 35 _------ --- -------- �--- u --- EX. 8" PVC SDR 35 --- 1 -L------- - _-----_---._�--�-------- u 0 --- --- -- L------- -------- I (/) (� --- - --------------------------------- EX. 8" PVC SDR 35 I-i 2750 EX. 8" PVC SDR 35 LLI 2750 J -------------- ------------------ ---------- ------------ --------------------------------------------------------------------------------- -------------------------- ------------- --------------------------------- I`7 ------------------- ----------------- - ------------- ----- ------------------------------------------------------------------- --------------------------- ----------------------- --------------------------------- N ------------------------------- ----------------------- ------------------------------------------------------------------ -------------------------- ------------------ --------------------------------- W CSW PROJECT NO. 22007 = 2745 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 2745 CL DRAWING DATE 07/05/2023 c� a_ EXISTING SEWER PLAN AND PROFILE 0 0 STA. 9+00 TO 17+00 C5mO O NOTES KEYNOTES o 20 40 so 120 p��5NS�o,14 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. HORIZONTAL SCALE: 1" = 40' 16970 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. VERTICAL SCALE: 1" = 5' 7-5-23 J 0 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cPj p v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER �� gTFOF`0 Q� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/ N^/E M.G� x4z FF 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. U J J 'n rn u Y O 3: -LEI J L _w � o 1 >� pJ U N L1 In0 o SITE KEY � 00 1"=250' X Q oT ICI o - 3 m Lu � can O - c' o a m E w ro w ro w U � I 1 18 4�i 17 16 15 1 � �I I 2 xLd I 7 BLOCK 6 4 P� BLOCK 6 I I I I p■ 4"PI v �I > w p I 4p/ 14 1 1 N 110 111 a 112 113 114 115 116 117 I 1 w Q $ " I 4"PI I v 1 ZQ 0 z I g + 12 — -- v BLOCK 3 ; Z I I o z Ld r CD W 10 1 1 12 13 1 3 Id„s Id„s I „s Id„s Id„s I s 1 0 of 0i o U 1 N f 1 > _ o �� o > I > BLOCK 7 � w w �o = � wro- U N cN0 r M >to p0 U W W W I M Id, - mockf w - w + II coo Noon >rnoo > > > I ° D U U 10 11 a 12 13 14 15 16 17 1 o It(n J — O M WORN 0_OM � Wcr �- af0� o tYO� o �Oo 1 ° m I 1 o W cn II O W + II coo cncoc6a U) �� o� �� o� 2 1 ~ Q Z j 3 2 r �Lo to OO Co 7 O Cp M N (p In 1 °° A W W W W W W W W I 1 tl U z 2 - H W Z WTI- N W + II tZo �� M � �� 1 00 U r w W �(nJ — _ U U U U U U U U cnll0 II 3; 2r wt Ilco wt Ilco w + IICp (ri > > > > > > > > 1 _ W - H W > V) ui 04 LdN2r �iN2r I N wr-0 Grp Ofrp Xrp �r0 pro o'ro 0-rp I rn O ern J Z N II U II W� H N W� H N W� H N WCo W� W� W� W� W� w O s _ 11 2 - � wZ Nazj NQzj �azj I `ncO N � M N `n� `goo cn i°� cn `n� vwi� `nN cwi�� `�ao a 1 o N N r`� 00N Oo6o rn0000 OOprn Lo00to Opp rn00N o00rn N (n ItrnJ _ - � w - � w � w 1 1 /z II 2 �(nJZ �(nJZ �YEnJZ �� rri 0_'� � Kj �'Or7N O'� Mnj O'Or� nj 0_'� r � (\j coO' r`) nj O'� Mnj io EX. SCCO i w + 11 co w + II o w + II co W + II co W + II co w + II o w + II co W + II co —— i�i 3o = r 3o = r 3:7 3:7 3� = r 3N = r 3N = r 3") = r I 1 W� HN W- HN LiJ� H (�J W� HN W� HN W� HN W� H04 W� HN I c Q 0F00 8 2 2 2 2 rnIIc� 11 cnII011 cn110II N11011 rnIIO 11 cnII011 cnIIOil rnII011 I z I W 2 - cw > - � w > - � w > - � w > - i5 - � w > - �5 - � w > g trnJZ 'trnJz cnJZ cnJZ cnJz rnJz cn —Iz 'trnJZ O O W W I �8"ss ° M a _ 8"W ° 8"W I 1 2 2 a l 2 2 2 2 1 2 2 1 zo 2 11�00 - _ - E ENGLEHART DRIVE - 1 W rn o�i, <8"SS EX SSM A-11 - v I v o r SSMH B-1 12+00 13+00 SSMH B-2 1 I �3S• 4 >CD o O' h' a"w „W 8„W „W 8"w a"W 12"W > x• p I + cV `�° ° ° ° \\ — S GAMLEY AVE — — — 1d- 0 = N v`n O EX SSMH A-10' <8"SS <8"SS <8"SS III w II 0 > >co rn 2 2 0 o I SSMH C-1 Q z z �00 40 0 - ° +00 11+00 12+00 13+00 DESIGNED: C. GRAHAM N CO W� O NUJ �02N >NO � U� � � U� OO / I n I �// �� II o rn . O - / I w / 1 a w w� c� > w� 4 >v)c6 >- 0, �� _ BLOCK7 i� ----- II DRAWN: L. HAASE 3Q Z z cn± II N W o N CC) wC° N -�35-- -------- ----------------- --------------- --------------� CHECKED: C. GRAHAM w I �NJ � II � > V)N II N NN II N / I o - W Q z z 11 II 11 �X I EX SSMH A-9 0 I APPROVED: C. GRAHAM 3� w - w c� > w II c� > / I 4 14 38 Nrn J 5�<— 3<— , 2 \. z cwn J c uj wi� J I �° SSMH B-2 \ 00 O - 43 a _ \s"PI PREPARED FOR: 0 39 40 I ' j w 2 BLOCK 2 \ o ` 41 42 I I 2 I > \ a G20 LLC w \ 43 I ° , 3 15 13 \�\ PO BOX 593 \ BLOCK 2 1 2 Q EAGLE, ID 83616 1 BLOCK 6 2 Z SSMH C-1 1 w I Q J 6"PI 6"PI 6"PI - _ _6" 17 42 \ I c w J J rn O Y 0 2780 2780 2780 2780 W O x ----------- ----------- --------------------------------------------------------------------- --------------------------- ----------------------------------------------------------------- ------------- ----------- X w ----------------- ---------- --------------------------- -------------------------- ------------- -------------------------------------------------------------------------------- U J Ld ----------- ------- ------------------------------------------------------------------ ------ ---------- --------------------------------------------------------------- ----------- ----------- --- Z ----------------------------- --------------------------- -------------------------- ------------- -------------------------------------------------------------------------------- EL V) w ---------- --- ------------------------------------------------------------------ -J zcn - z ------------ ------- ------------- ----------- --------------------------- --------------------------- ------------- .... ^ z > ----------- --- — ------------------------------------------------------------------ - --------- --------------------------------------------------------------- ----------- -00 00 00 ri ---------------------------------- --------------------------- -------------------------- --------------------------------------------------------------- --- 0)---------- w 2775 �1 w V) 2775 2775 o o Lo u) ci ,0 2775 Z O 3 0 00 I c� N N 11 r z ----------- --- ..� ---------------------------------------------- _ ------------- ------------------------------------------- r W -o-,o OR e Q oo u? II II o co II (/) ------------------------------------ --------------------------- --------------------------- --------------------------------------------------------------------- O� N ON to �N N- 00Z Z o rrH � N rri g. rn co � �tp ap II = + co - - w ui L0 --------------------------------------------- 00 N N 0; 00 L cri > > > EXISTING GROUND j+ cop U Z Q z O 90 0 N ao � NN 1 + � O V) IQ ZZ Z MN ; // J - O p N II ---------------------------------------------- II II m r) r .- x H —e = II 11 Z --------- L.L ----------------------------------- 01) W Of 00 00 00 w 2770 oo rri z o m± � > ; Q Z 2770 2770 w - -_ ____ IV)N �00 2770 O _ W 0o 0r- - N V) _ > U IIzz z cnrn � ao _ __ ~ can II cp z z FINISHED GRADE can - ----------------------- — J x< - - ----- ------------ rn rn oc ao oo ----------------------------------------- Lu wN o-co ro -------- _ Q z - _ - w — -------------------------- __ _-- - ------ --------------- --------------------------- ------------------- I I — W U 2765 - ----_-- --- 2765 2765 2765 - FINISHED GRADE - __ 4 PRESSURE - O --------------------------------------------- -------------------- ------------- z -- IRRIGATION CROSSING II I I - I I 12" STORM LL I LLI --------- DRAIN CROSSING CC = EXISTING GROUND G ~ I I 8„ WATER � — z ----------------------------------------------------------------------------- ---- --------------------------- ---- _--------------------------------------------- -------------------- II 1 1 MAIN CROSSING m 2760 2760 2760 2760 J II CONNECT TO EXISTING SANITARY O ------------ ----------------------------------------------------------------------------- ---- --------------------------- - - -- -------------------- - ------ --SEWER MANHOLE Y ----------- 11 S=1.50% p=8 " z I I _ -8 a II L=163 EX. 8 INV OUT 2753.75 (FIELD 1.75� VERIFY PRIOR TO CONSTRUCTION) L=334 S r ----------- _ -------------------------------------------------------------------------------- L=141' S=0.42% D=8" -------------------------------------------------------- II-- II - W r 2755 ` 2755 2755 I I 2755 V J ------------------------------------------------------------ ---------- I ----- --------------------------- --------------------------- ------- ------------------------------------------------------------------------------- ------------ ---- ---------------------------------------------------------------------------- --------------------------- ------- REMOVE EXISTING CLEAN-OUT AND LJ CONNECT TO EX. 8" SEWER MAIN. N ------ EX. 8" INV=2755.21' (FIELD ------ ----- ------- ------ --------- --- ------------------ --------------------------------------------------- c\1 VERIFY PRIOR TO CONSTRUCTION) N W CSW PROJECT NO. 22007 2750 2750 2750 2750 10+00 10+50 11+00 11+50 12+00 12+50 13+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 DRAWING DATE 07/05/2023 SEWER LINE W PLAN AND PROFILE SEWER LINE 'C' PLAN AND PROFILE O `' STA. 10+00 TO 1 3+50 STA. 10+00 TO 1 3+50 5 ■ 0 o �S�pNAL F� NOTES KEYNOTES �o ��GENsFo 'tip z 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. � 0 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. s�7-5-23 p 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER 0 20 40 80 120 C)rX 9T�pF`pP� Q� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. U) 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD Ln DRAWING SW3. HORIZONTAL SCALE: 1" = 40' U J VERTICAL SCALE: 1" = 5' J Fn N u� Y Qf Y 0 J —W1 0 0) L3 La o SITE KEY o m 1"=250' z T0 rn m LLi cNi) O � uo � co E � wro w ro z 0, w U N (n w (Y w X w 0 w O H _ 17 16 15 14 13 12 11 10 0 N 'PI 6"PI BLOCK 7 0 m Z DO ; JPM 6"PI 6"PI 6"14 6" —6"PI OU Z ' io 0_ BLOCK 3 n -- -- 108 a_ w o < ;o I 117 116 115 114 113 112 � 2! � 111 110 m Z ■ I v it U w w I,.I w w w w w w U U U U U U U U v > > > > > > > > p ON �0O LU00N ° O LSO w� O Lu O w� O t - wN t - w wn - w n- Lu O 107 N Z (nn Nnn Nn � nV (n co Nn �000to 0ot-- r- OOi N00 r- 0 ) CA I- o00 L000 w(n I W + N O N N d of �O4 Wu) N 'i O� Ntn �XNtA �ONtn ofNc,4 6 Q co w + II co w + II co w + II co w + II co w + II co w + II co w + II co Z uj C14 F- N W� H N w N 7 H N W N H N WN H N W r1 N v N II O II cn II O II N II c9 p N II c� II cn II c9 II cn II c� II N II c9 p cn II O II w az > az > - QZ > < Z > az > az > > > � w = � w � w � w � w = � w - - � w - � w 109 0 I �NJz �cnJz �(nJ ? d(nJz �(nJZ d(nJz �NJ ? �UIJz Z m 0 2 2 2 2 0 I U I EX SCCO 106 z w � 0 10+00-7 - <8°'SS -11+00 12+00 - <8"SS _13+00 SSMH D-1 BLOCK 3 — 1 1 8 S AVERIL LANE (PVT)- - �� 8"W 8"W DESIGNED: C. GRAHAM I I DRAWN: L. HAASE O I - CHECKED: C. GRAHAM � 0 2 2 2 2 2 y w 124 l EX SSMH A-12 w w1*- wrn- w�- w�- w�- 1 � o l I 105 APPROVED: C. GRAHAM � O d O to O N O M O N T. 0 / V) NC+) 04 N� = N N� = N �N = N m� 125 -- o I + I. + ,. + ,. + I.co + Z� PREPARED FOR: �� r- II �� II U w 11 0 > w II 0 > w 11 � >< zz w II � > w 11 c9 > 0 N wt~ Uj - ui u W_ wN � Z �IN � Z 2 G20 LLC � � I N N N 'o PO BOX593 W X m Of cliI m 104 EAGLE, ID 83616 m -- Q I 119 120 121 122 123 n V J ' BLOCK 3 Z o I rn Xr- Y I .. Z O Lu v D J_ J M LL v 2780 w M 2780 V O ------- Z O QC to Z ■„ CL 00 re)O ------------- O M ------------------------------------ --------------------------- -------------------------- ----------------------------------------------------- ---- to- N ---- Z NF- U Z 0 ------------- ------------------------------------ - ------------------------- -- w cMo �tN � O- - - - - ---------------- --------------------------------------------- 0 2a 0- � p EXISTING GROUND I + �: J Z � 2775 co o to j 2775 a_ o0 + � � 0 �QNZ O Q ------ -------------------------- ---------- --------- ----------------------------------- ---- w (—n 00 1- ---- ———— ———— ml s t LL IZ ZN ----------------------------------- --------------------------- ---------- (1)(n0Yco -----------c)Q �. XH --------------- ----- — _ 0 in w —w n W 00 00 t ------- ----------------------------------- -- ------------ --------------------------- ---------------------------------------- ----- ------ ------------ /J co 2 ^ Z 2770 2770 O > 1 I ce O z 11 FINISHED GRADE 0 DC LLJ 4" PRESSURE - ------- --------------------------- ---------------------------------- -- ------- ------------ 1 CL IRRIGATION CROSSING w z - 1 -------------------------------- ------- --------------------------- -------------------------------- ---- Q 2 2765 11 L=331' S=0.60% D=8" 2765 Ic — J J J "1 O Lu Z ��/� (if ----------------- --------------------------- ------------------------------------------------------ --------------------------- ------------ REMOVE EXISTING SANITARY SEWER � Ln I- 2760 CLEAN-OUT AND CONNECT TO EX. 2760 LJJ cn -------------------------- ---- 8" SEWER MAIN. ------- -------------------------- ------- ------------------------ -------------- -------------------------- ------------ VERIFY PRIOR7TO CONST(FIELD RUCTION) U N ---------------- -------- --------------------------- ------ --------------- ------ --------------- -------- -------------- -------------------------- ----------- 2755 2755 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 LJ..I CSW PROJECT NO. 22007 DRAWING DATE 07/05/2023 C� a_ SEWER LINE V PLAN AND PROFILE 0 0 STA. 10+00 TO 13+50 C5m2 Ld a 16970 7-5-23 �D,A7�TF N^/E M.G� / SO O S > cn J 0 25 50 100 150 cn � 0 / `b / \ I I I SCALE: 1" = 50' J w E BINGLEY LANE (PVT) �W / / — — — — — — — — O 0) J / ,a SKYBREAK SUBDIVISION NO.l ^o 3 _ _ WATER NOTES aLa o M ww Nw I d �o °� BLOCK 7 P� - - - - - - - - - 1 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC X O 4 4"PI 6"PI _ _ , AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. m LLi \ /cf) O 5 I S _ 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a 0 @ 0 or�Li o � ro �Iti EXISTING FIRE 6 BLOCK 3 I 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER z S S� i HYDRANT 7 8 MERIDIAN SD-W6. L r_ 6 108 107 106 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER 0 _ _ _ _O �8as� g 105 104 _ AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. s � 6 1 N -c» cf) co6 6 EXISTING FIRE HYDRANT 5. WATER SERVICE PIGTAILS FOR LOTS ALONG COMMON DRIVES SHALL BE " - 14 S �E CED BLOCK 7 a 1 EXTENDED 10 FEET BEYOND THE COMMON DRIVE. x ARHURST r 0 1 3 00 Li I DRIVELu 1 41 14 1 09 W E CEDARHURST LANE (PVT) o — z . 21 6 \ \ s <8"SS(EX) S — T 20 14 1 14 ! _ KEYNOTES � z 6 14 t57LF 8" PVC I 14 I I I I o m 6 1 10 a 1 1 0 S 13 O HOT TAP EXISTING 12" WATER MAIN WITH 12"x8" TAPPING SADDLE AND 8" GATE VALVE. a_ - N 1 i 1 9 1 7 io 9 10 6 O MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. g Q 1 8 co 1 7 1 A _ O CONNECT TO EXISTING 8" WATER MAIN BY CUTTING IN AN 8"x8" TEE AND INSTALLING w w 16 is t 14LF 6" PVC co Of o m I cn AN 8" GATE VALVE. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. ao I EXISTING FIRE HYDRANT 14 � 125 126 o Q z - - v�y 1 1 1 1 1 1 °v° 24 I 30 REMOVE EXISTING 12" BLIND FLANGE AND CONNECT TO EXISTING 8"x12" REDUCER. a j / BLOCK 6 1 3 14 1 MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. BLOCK 6 I 4 PI 4 PI 1 1 3 _ ® REMOVE BLOW-OFF AND CONNECT TO EXISTING 8" WATER MAIN. MAKE COMPATIBLE o 0 z �II ; 14 CONNECTION TO EXISTING WATER MAIN. N 4" -4-PI 4"PI Idtt w N _ _ 7 12 1 1 2 O INSTALL 12" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR Q S 1 , 7 a g Id t FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. Z w EXISTING FIRE I w m 14 I w o _ I M HYDRANT > _ J 0 8 9 I ' a 123 � © HOT TAP EXISTING 12" WATER MAIN AND INSTALL DOUBLE 1" WATER SERVICE LINE AND z 0 0 1 . } CO 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER I 4 9 t97LF 8" PVC 1 0 1 J ° 14 14 8 BLOCK 3 - ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. o 11 12 13 1 ° u 13 1 1 3 1 Il 0 6 " > LL 0 14 68LF 8 PVC t69LF 8" PVC N BLOCK 3 O HOT EXITING 8 WATER MAIN AND INSTALL DOUBLE 1 WATER SERVICE LINE AND Lu E W - W 14 14 g t136LF 8" PVC $ 114 3/4 METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. S SS S S - 12 14 9 10 1 • 14 1 22 - - DESIGNED: C. GRAHAM O 12 14 14 14 15 1 1 OZ _ ® INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF DRAWN: L. HAASE 14 1 14 f321 LF 8" PVC Li 1 Z MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF �8" M 7 _ 9 0 MERIDIAN SD-W6. CHECKED: C. GRAHAM SSIV �= a g APPROVED: C. GRAHAM E ENGLEHART DR _ w 'p 9O INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF z0 14 S <8"SS S t13LF 6" PVC O 2 14 Q 1 21 - 1 00 MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF I- I1 5 11 5 J "' MERIDIAN SD-W6. o 9 14 w 14 41 w _ PREPARED FOR: o �� 14 _ 1 0 8x6 TEE (MJxFLG) G 2 0 LLC � -I 14 � � I Q ~ 6" GATE VALVE (FLGxMJ) w g 1 : V Y 6" WATER MAIN (LENGTH PER PLAN) PO BOX 593 38 8 I 15 14 `^ FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. EAGLE, ID 83616 Q 39 40 I 14 16 116 9 � 9 120 I - 11 12x6 TEE (MJxFLG) 41 42 A - 6" GATE VALVE (FLGxMJ) J 6 P? ' 1 xcNn 6" WATER MAIN (LENGTH PER PLAN) J M 1 00 FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. z N �d � 1°' co A14 BLOCK 7 � 14 \ BLOCK 2 1 1 7 1 1 7 14 1 2 11.25' ELBOW (MJxMJ) O 0 I s 13 119 — w 6" T 6"P 6"Py - - _ _ - 4 EXISTING FIRE HYDRANT POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. U cn i \ - - ~I 14 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. M J M > I - - � � � I - - - - - - - - - 0 1 5 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" 3 o VERTICAL CLEARANCE Q$ CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT O o I 8"W 8"W - 8'�'tiV �W g"W CROSSING. SEE WATER NOTE #2 SHEET C0.1. z z � f46LF 12" PVC - E VADONIA LANE (PVT) - �J- - - - - - Q 1 s s U z Z w 1 ° 0 I DC J z or�a_ 43 I 0 Q w 1 — LL > F_ ,� 11 _ f13LF 6" PVC C) C) Lu SKYBREAK SUBDIVISION NO.1 Lu > Lu O Q t151LF 12" PVC Q w _j \ O cn \ 15 I z y \. w 7: TRE ♦ w - - - - - - - - - 8„PI IR 8„PI IRS 8„P1 IR 8„PI IR IR 5„PI IRR (/) v 5 C N G 04 w CSW PROJECT NO. 22007 DRAWING DATE 07/05/2023 C� w O C6mO Ld O 16970 N 7-5-23 C)D,A7�TF N^/E M.G� / SO O S > cn cn Qf / / \ I 0 25 50 100 150 � w / _ — E BINGLEY LANE (PVT) — — — — — " — JW o F- / / — — SCALE: 1 50 >� U / a \ SKYBREAK SUBDIVISION NO.1 r1'n o L 3 3 _ _ LIYJ � o � Q) 0000 M C M U BLOCK 7 'PI 3: Id t X 00 4"PI 6"PI zo / 4 3 - - i 0 — 1rn co w u') cf) / \ / 5 3 1 3 3 ° _ IRRIGATION NOTES o m u o ^^ I I. Li o 6 3 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCEro w s I I 7 I WITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT ro z o 8 t146LF 6" PVC IN WHICH THE PROJECT IS LOCATED. 0) w 108 107 106 0 105 104 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS 0 — — — — —O C84S / 9 — WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN , w co �\ BLOCK 3 ACCORDANCE WITH ISPWC REQUIREMENTS. S or� —E CEDgR BLOCK 7 I 3. THE PRESSURE IRRIGATION PUMP STATION AND MAINLINES FOR THIS SUBDIVISION 00 w HURST DRIVE ° � 5 I I I I I I I I ASSOCIATION. AND MAINTAINED BY THE SKYBREAK SUBDIVISION COMMUNITY 1 W — — — — — — — — w �I s <8"SS(Ex) \ 1 2"W 1 b"N W 1�"W I 4. SURFACE WATER IS PROVIDED TO THIS SUBDIVISION BY NEW YORK IRRIGATION a 21 p S 7 1 09 <8"SS(Ex) s E CEDARHURST LANE (PVT) DISTRICT. A SECONDARY CONNECTION POINT TO THE CITY OF MERIDIAN PUBLIC o T WATER SYSTEM WAS INSTALLED IN PHASE 1. 20 _ c� ±21 LF 6" PVC z 10 a 110 = o m I BLOCK 6 I 5 _ _� 19 I `O z NI Q I 4 18 17 16 I 4 4 _ W 15 I KEYNOTES o m I N t93LF 6" PVC z I 00 I 6"x4" CROSS 125 126 I o t51 LF 4 PVC SLEEVED = 24 z — — 4 1 1 1 1 1 00 00 t38LF 4" PVC SLEEVED 1 REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXISTING 6 PRESSURE a �I THROUGH C900 PVC I 0 g 2 I I 6 8 6 8 v THROUGH C900 PVC I IRRIGATION MAIN. I 4 u � — I 4 6 4 I I 4 2 20 REMOVE EXISTING PLUG AND CONNECT TO EXISTING 4" PRESSURE o 0 N 4 PI IRRIGATION MAIN. N z I I , t 104LF 4 PVC t 112LF 4' PVC t180LF 4" PVC 4" 4 PI 4"PI Idtt " � 7 1 2 1 1 2 3O HOT TAP EXISTING PRESSURE IRRIGATION MAIN AND INSTALL 3/4 PI Q 4 ~ s w a 4 6 $ t106LF 4" PVC I Id t SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901.LL- Z I• w M 8 9 4 4 6 $ I Q 1 2 3 - ® INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. z 0 o BLOCK 6 f159LF 4" PVC I w : 4 00 0 I — O INSTALL 1" PI SERVICE LINE AND 4 VALVE BOX PER ISPWC SD-901. o � 10 J � " z Q I 11 12 13 i Q 13 113 111 " > U o _ .46 I BLOCK 3 I © 4 22.5' ELBOW (MJxMJ) Lu S SS0-1 — _ w I 3 I Oj 6" 90' ELBOW (MJxMJ) S 5 I 122 _ DESIGNED: C. GRAHAM O 14 114 4" GATE VALVE (FLGxMJ) DRAWN: L. HAASE I I z - / �8"8.,w M 4 — 4 - O9 6" GATE VALVE (FLGxMJ) CHECKED: C. GRAHAM SS 8"W E ENGLEHART DRIVE BLOCK 3 APPROVED: C. GRAHAM 01 z m o S <8"SS S Q 121 To — I o0 1 15 15 �I Y _ • PREPARED FOR: � Q p o o f264LF 6" PVC j G20 LLC a PO BOX 593 BLOCK 2 I I 3 `^ EAGLE, ID 83616 38 ' ' I V — z I 16 1 1 6 =" 120 Q 00 3: 39 40 BLOCK 7 4 v s„P? 3 41 42 I N I — - U N J t 196LF 6" PVC M I 00 4 Z cn o 4 5 9 I . S 9 17 117 119 — 7 w 6" I 6"P t 1 n 4YF 6" PVC (3 J —4 I I o O ZU f49LF 6" PVC SLEEVED o ° o Zw THROUGH C900 PVC o Q 18„W 8„W 8„ \W 8„W Z — 0 v) — S E VADONIA LANE (PVT) — s U Z z Z Ld o ` I' DC J O 43 I I � ; Q 0 Q W V SKYBREAK SUBDIVISION NO.l Lu m z �• I w D sl O Ln > o' oC0 LEI \ I3 Q ce °C ce Lu J � cn I Z IZ y �. Ld L.LJ cf) — — — — — — — — — 8„PI IR 8„PI IRS 8„P1 IR 8„PI IR IR „PI IRR J U N — 04 Lu CSW PROJECT NO. 22007 DRAWING DATE 07/05/2023 C� w 0 CTO m o�� GE SF� N o g7o 7-5-23 E. LAKE HAZEL RD � �'j. �O � ONNE OF U) \ 0 0 30 60 120 180 J EXISTING TYPE II UUj Y STREET LIGHT zz / / \ SCALE: 1" = 60' w UU 0 J oo J w / \ `° u �W1 E � \ SKYBREAK L o >1 0) > // // \ EXISTING PRIVATE S�� SUBNO BREAK // \ STREET LIGHT r 1'n Ln o Q) __ EXISTING PRIVATE �® 0 r00 s� 00 T o \ \ // / / STREET LIGHT CALL BEFORE YOU DIG 1D o �'to z \ / // / - _ E BINGLEY LANE (PVT) - _ - _ x - rn / ` co CALL DIGLINE INC. LU a a U) o c / PRIOR TO COMMENCING � \ / SKYBREAK SUBDIVISION NO.I UNDERGROUND WORK co w / 3 Kmwwha#'sbelow (208) 342-1585 w ro \ / _ _ _ _ _ _ _ Call bsfom you dl� o BLOCK 7 � v � w EXISTING TYPE II 4 - - LU E' STREET LIGHT 5 BLOCK 3 I , �= N 6 EXISTING PRIVATE w I 7 8 STREET LIGHT 9 108 107 106 105 104 0 LU x w N E CEDARNURST BLOCK 7 I U-TTLE. COLUMBIA RD � p DRIVE ------------ cn Z Trl 21 109E CEDARHURST LANE (PVT) — - a_o o 20 VICINITY MAP 10 110SCALE: 1"=1000'19 1 EXISTING PRIVATE18 17 1 6 1 5 PRI ATESTREET LIGHTw �' 1 126 a j w 11 111 I U) 0 BLOCK 6 z I STREET LIGHTING NOTES o ZI BLOCK 6 I o N I 14 } 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE N = 1 7 LU 12 1 1 2 ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. �i w Q I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN z O 8 9 u 1 2 3 I PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST w z `^ INSPECTIONS. 1 10 1 1 1 2 1 3 I 1 3 1 1 3 cj 1 1 8 BLOCK 3 I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR LL- — _ 1 1 BLOCK 3 I THE POLE AND ASSOCIATED WIRING. w g 122 I Z 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. \ 14 114 DESIGNED: C. GRAHAM FROM WATER METERS. O I � 1 j DRAWN: L. HAASE 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF cwn — z C) THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN CHECKED: C. GRAHAM w EXISTING TYPE II — E ENGLEHART DRIVE — Q PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. STREET LIGHT 1 5 1 1 5 J 121 APPROVED: C. GRAHAM 1 W 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING o I I > I m UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. Q 0 I V) PREPARED FOR: � 38 BLOCK 7 � 0 16 116 120 G20 LLC w 39 40 41 42 1 PO BOX 593 I >- STORM DRAIN EXISTING STREET LIGHT EAGLE, ID 83616 LIGHT I KEYNOTES a � \ BLOCK 2 SEEPAGE BED 1 17 1 1 7 1 1 9 EXISTING PRIVATE O INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET J STREET LIGHT LIGHT DESIGN STANDARDS. LED FIXTURE TO BE LEOTEK JR GCJ1 20H MV NW 2R DB 700_ _ _I PCR7 WL SPB—DB OR APPROVED EQUAL. z z \ \ 20 INSTALL PRIVATE TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET LIGHT DESIGN STANDARDS. LED FIXTURE TO BE LEOTEK JR GCJ1 20H MV NW 2R DB 700 PCR7 WL SPB—DB OR APPROVER EQUAL. U w I - E VADONIA LANE (PVT)- Z) — — — — — DC M cn J_ 43 V O 0 \ I z z V) z \ SKYBREAK SUBDIVISION NO.1 z Z Q o \ I DC J J � I 7/i a_ \ _ LL > ~ STORM DRAIN Q LU Q V SEEPAGE BED z LU m J w ` I > LU O �/'> > LU� w z LU Q J J U) z Y V) O Ld LU M Pobk g4au G N � ��V{c�'�tlo'n'�6'uPPmmcntal BPcd �ne C14 � ce ,1 CSW PROJECT NO. 22007 ` LU .}• DRAWING DATE 07/05/2023 � F � . LD- RSU B-XXXX-XXXX C8m0 m E SF� O 16970 R/W R/W 7-5-23 41.00' PUBLIC RIGHT-OF-WAY I �O,A7NT�OF`O�P�e� U) I cn 2' 27.00' 2' 25.00' 5' LANDSCAPE BUFFER U 10' UTILITY 5 SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY � EASEMENT EASEMENT SEE PLAN !w N I 2 1/2" OF SP-3, 0.50 INCH I 12" TYP. 2 1/2" ASPHALT PAVEMENT u� Y I (1/2") MIX, PG 58-28 0 i 3" ROLLED CURB AND 2% J w 4" OF COMPACTED 3/4" GUTTER PER ACHD CRUSHED AGGREGATE SD-702 TYP. o c/) I BASE COURSE J D o 8 p > 1.5% ° ° u ti ° ON 01.) C / M 00 0O , > 8" THICK CONCRETE �\� r/�\/ A/////\//x\//��//\�//\\/��\/��\��\\\\ \\� X 0_ c'tD z 2 FLAT LANDING RIBBON CURB (TYP.) O O_ ° ° ° ° ° ° ° BEHIND SIDEWALK, TYP. m LLi .. GRADE TO DRAIN TO U) U Oo 5" THICK CONCRETE OVER 4" 10" OF COMPACTED 3/4" RIGHT-OF-WAY a 0 w OF 3/4" AGGREGATE BASE CRUSHED AGGREGATE COMMON DRIVE TYPICAL SECTION 4 fo a_ 10 OF COMPACTED 6 COURSE PER ACHD SD-709 BASE ro C U SCALE: NOT TO SCALE C9.O z MINUS PIT RUN SUBBASE w u 12" COMPACTED SUBGRADE 27' PUBLIC STREET SECTION 1 6" BEHI DEXTENDASE CU BNDTY PUBBASE (R-VALUE=23) N SCALE: NOT TO SCALE w a_ x w O w F- o N w 3 F o o R/W R/W = U 13' ACHD SIDEWALK 36.00' PUBLIC RIGHT-OF-WAY ~ EASEMENT 2, J Q I w 27.00 2 MAILBOXES PER OWNER. I w 10' UTILITY 5' SIDEWALK 8' PLANTER 13.50' 13.50' 5' SIDEWALK 10' UTILITY INSTALL PER MANUFACTURER'S a ) EASEMENT EASEMENT RECOMMENDATIONS. MAILBOXES > I TO OPEN TOWARDS SIDEWALK. w o 2 1/2' OF SP-3, 0.50 INCH� (1/2") MIX, PG 58-28 ° `V z w N 4" OF COMPACTED 3/4" 3" ROLLED CURB AND z CRUSHED AGGREGATE GUTTER PER ACHD SD-702 BASE COURSE J //\ \'`\r\/, 2% 2% �5% ° p ° D ° o D ° D D DETACHED SIDEWALK° D 2' FLAT LANDING Q BEHIND SIDEWALK, TYP. 6" VERTICAL CURB AND 2' FLAT LANDING o Lu GUTTER PER ACHD SD-701 / / / �j �j �j�//� /�� / / / // / / / / BEHIND SIDEWALK, TYP. D D 5" THICK CONCRETE OVER 4" p D , D DESIGNED: C. GRAHAM o OF 3 4 AGGREGATE BASE o ° °° D „ / D p ° O DRAWN: L. HAASE 10 OF COMPACTED 6» "COURSE PER ACHD SD-709 Li MINUS PIT RUN SUBBASE D ° D° ° �D p p CHECKED: C. GRAHAM D 4.00' o ° p ° 4.00' 12" COMPACTED SUBGRADE EXTEND BASE AND SUBBASE p SIDEWALK> D ° ' ° D SIDEWALK APPROVED: C. GRAHAM 6" BEHIND CURB TYP. z (R-VALUE=23) D ° 8.5' O °D p ° D G C) ° p D PREPARED FOR: 0 27' PUBLIC STREET WITH DETACHED SIDEWALK ONE SIDE 2 D P CONCRETE PAD ° G20 LLC o° w SCALE: NOT TO SCALE C9.0 D PO BOX 593 EAGLE, ID 83616 z a J STREET Z J YN MAILBOXES PER OWNER. INSTALL PER PLAN VIEW O O MANUFACTURER'S RECOMMENDATIONS. U R/W R/W D '34.00 PRIVATE STREET LOT J � M > U 1, Li- I 27 I00' 1 z O O 10' UTILITY 13.50' 13.50' 5' SIDEWALK 10' UTILITY O EASEMENT EASEMENT 6" 6" 6" 6" U Z Z J w 2 1/2" OF SP-3, 0.50 INCH I I O pI I I (1/2") MIX, PG 58-28 J Q 4" OF COMPACTED 3/4" CRUSHED I O LLI 3" ROLLED CURB AND AGGREGATE BASE COURSE p e > Z Q GUTTER PER ACHD ° >° ° Q SD-702 TYP. 2%' 2% ° N A D Q LJJ c oD D o p p o ° W O O O > 8.5' O �Z:) Lu Q 1' FLAT LANDING � � O BEHIND SIDEWALK, TYP. z EXTEND BASE AND �� PROFILE VIEW CONCRETE PAD W ce O SUBBASE 6" BEHIND j�\��\��\�� \\�\�\�\ /.\ /.�� /.\�/,\ \�\�\\�\��\��\��i\��/; = CURB TYP. 5' THICK CONCRETE OVER 4" OF 3/4" AGGREGATE BASE c 10" OF COMPACTED 6" COURSE PER ACHD SD-709 m J MINUS PIT RUN SUBBASE O cn Y MAILBOX PAD DETAIL 5 Z Of 12" COMPACTED SUBGRADE SCALE: NOT TO SCALE C9.O 0 (EDVALUE SUBGRADE 27 PRIVATE STREET SECTION - ATTACHED SIDEWALK 3 ' Ld SCALE: NOT TO SCALE C9.0 W () J_ U N04 wCSW PROJECT NO. 22007 DRAWING DATE 07/05/2023 C� O C900 m 0�� GE SF� = OBSERVATION WELL RIM ELEVATION U � � PER ACHD SD-627 -\\ PER PLAN 0 w if) 7-5-23 �O of M.G� cn GRADE RINGS AS REQUIRED Ilk WITTH FINISHED RIM DE LUSH 4 4 a\M 4 4 4 4 4 4 4 4A4, a\M a rn C�\J�/�/ [�\��/�/ WRAP TOP AND SIDES OF TRENCH IN Y 4 4 4 4 4 4 „ ^ 4 4 4 4 4 4 4 20" BAFFLE WIDTH � � 2 WASHED NON-WOVEN FILTER FABRIC. SEAMS 3 4 4��Ja 4 4�� DRAIN ROCK 4�� 4 4 4 SHALL OVERLAP A MINIMUM OF 1'. L 5') rl w J W E 4 4 4 �J11 �Ja 4 �Ja 4 4 4 4 4 m J a IN. 4 ,a 4� 4 4 4 4� 4 04 4� 4 Q4 4� ~ 12" INLET PIPE PER PLAN D °1 C1� BAFFLE »C„ i 4 ELEVATION BAFFLE "B" 18" OUTLET PIPE PER PLAN N L o Q) 00 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = ELEVATION p r� c M 0 AND DETAIL 1 THIS SHEET � co , z o X 0 3rn m L _z a 18" ADS, 4 4 4 4 4 4 4 4 4 4 4 U) u o HDPE OR PVC PERFORATED a m E c� 4 4 � ^ 4 � ^ 4 4 � ^ 4 � ^ 4 4 4 4 4 PIPE. PERFORATIONS (fix ) (�1( , IN TOP HALF ONLY. 4 4 4 4 4 4 4 4 4 4 4 PROFILE VIEW fu Z L SAND AND GREASE TRAP � 4 4 4 4 4 4 4 4 4 Q4 4 4 Q4 4 4 4 Q4 4� 4 4 4� 4 4� 4 Q4 4 VAULT OR APPROVED EQUALBOISE WITH cn BAFFLES) SIZE PER TABLE 24" DIA. TRAFFIC RATED FRAME AND cn SAND AND GREASE TRAP w ? = STANDARD MANHOLE COVER PER (ACHD BMP #01). SEE ASTM C33 w a ISPWC SD-617. x DETAIL 2 THIS SHEET. FILTER SAND Li w Lu �\ /\ 12" INLET PIPE PER PLAN o EXCAVATETABLE F TO NATIVE MATERIAL OR PERC RATE). ACHD TO \ \ REE RAINING cn VERIFY FACILITY INFILTRATION RATE NATIVE M T RIf�L Ld AFTER FACILITY IS FULLY EXCAVATED. / \\/ \\/ \\/ \\/ \\/ \\/ \\/ \\/ \\/ \\ \\/ \\ \\/ \\ \\ \\ \ \\/�\\/�\\ \\ \\/. R o z ESTIMATED HIGH I ,� PROFILE VIEW GROUNDWATER = U = NOT ENCOUNTERED J PORTION OF OBSERVATION WELL LYING o IN DRAINAGE SAND MUST BE WRAPPED > z o OUTLET PIPE PER PLAN WITH TYPE I DRAINAGE GEOTEXTILE PER Q -i AND DETAIL 1 THIS SHEET z ISPWC SECTION 2050. w a 0 w W U O Z PLAN VIEW `u o O p N c Z Z W cn SAND AND GREASE TRAP LENGTH PER TABLE w z (ACHD BMP #01). SEE cn J DETAIL 2 THIS SHEET. a w o o SAND AND GREASE TRAP TABLE bi o "' v STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. INV. ELEV. OUT U MIN. SG TRAP #11— 1000 GALLON 2767.47' 2763.85' 2763.75' 2763.25' 2763.00' > � 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY i5Q w oO O bi SG TRAP #2-1 1000 GALLON 2767.61' 2763.85' 2763.75' 2763.25' 2763.00' DESIGNED: C. GRAHAM 0 DRAWN: L. HAASE 3 j INLET PIPE PER PLAN SAND AND GREASE TRAP DETAIL (ACHD BMP #01 ) 2 CHECKED: C. GRAHAM Ld SCALE: NOT TO SCALE C9.1 APPROVED: C. GRAHAM z 0 50' MIN. PLAN VIEW ~ OBSERVATION WELL 5' MIN. PREPARED FOR: PER ACHD SD-627 ELECTRONIC MARKERS PLACED ON CORNER �o OF FACILITY. COORDINATE WITH ACHD G20 LLC 0� FOROF 1 MARKERSO D RINGFCONS RUACTIONNPR OR TO PO BOX 593 BACKFILLING. EAGLE, ID 83616 � INSTALL 20 MIL HDPE LINER ALONG WEST z SIDE AND ENDS OF SEEPAGE BED #2 FOR Q OBSERVATION WELL REDUCED SEPARATION TO WATER MAIN. PER ACHD SD-627 NOTES z cn p 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS LLC DATED SEPTEMBER 15, 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 U FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. J 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. rn > 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. wp 4. IF ROCK IS ENCOUNTERED DURING FACILITY EXCAVATION, CONTRACTOR TO HAVE TEST PERFORMED BY SOILS ENGINEER AFTER z J z SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS THAN SPECIFIED BY THE SOILS REPORT AND O L) ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE z Z w SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. U 0 oC LEI w LL ~ SEEPAGE BED TABLE — z � m Q z SEEPAGE BED NO. SEEPAGE BED DIMENSIONS TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100—YEAR VOLUME DESIGN INFILTRATION RATE > Z:) Lu w ACHD SEEPAGE BED #1 12'Wx54'Lx8'D 2766.00' 2758.00' 2756.50' 2763.00' (1) 18" 2,519 CF 8 IN/HR 0 z ACHD SEEPAGE BED #2 8'Wx42'Lx6'D 2766.00' 2760.00' 2758.50' 2763.00' (1) 18" 1,056 CF 8 IN/HR Q CL OC cn C Q � C 0 SEEPAGE BED DETAIL (ACHD BMP #20) 1 O Y SCALE: NOT TO SCALE C9.1 z ��/� ' V I 0 Ld Lu J_ U n 2 cV Lu CSW PROJECT NO. 22007 c� o- DRAWING DATE 07/05/2023 w 0 C901