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CC - Construction DrawingsSHEET INDEX CO.0 COVER SHEET C0.1 NOTES C1.0 FINAL PLAT SHEET 1 C1.1 FINAL PLAT SHEET 2 C1.2 FINAL PLAT SHEET 3 C2.0 OVERALL SITE/UTILITY PLAN C3.0 GRADING PLAN C4.0 BERGHAN/UTMOST/ZEMO LANE PLAN AND PROFILE C4.1 GALLEON/JADO LANE PLAN AND PROFILE C5.0 SEWER LINE A+C PLAN AND PROFILE C5.1 SEWER LINE B PLAN AND PROFILE C6.0 WATER PLAN C7.0 PRESSURE IRRIGATION PLAN C8.0 TYPICAL DETAILS • CALL BEFORE YOU DIG CALL DIGLINE INC. PRIOR TO COMMENCING UNDERGROUND WORK Km , M,,rs below. (20S) 342-1585 Call Mac you dl� LEGEND — — SUBDIVISION BOUNDARY PUBLIC RIGHT-OF-WAY — ROAD CENTERLINE LOT LINE 3 LOT NUMBER CURB AND GUTTER 8"SS> SEWER MAIN 8"W WATER MAIN Pi PRESSURE IRRIGATION MAIN A FIRE HYDRANT SINGLE WATER METER/SERVICE •� DOUBLE WATER METER/SERVICE B.00 2" BLOW -OFF ASSEMBLY ® GATE VALVE 4 v ti WATER FITTINGS Qs SEWER MANHOLE }� -r STREET SIGNS STREET LIGHT PROPOSED MAJOR CONTOUR (5') PROPOSED MINOR CONTOUR (1') EXISTING MAJOR CONTOUR (51) — i2626/ EXISTING MINOR CONTOUR (1') 2.00% DRAINAGE ARROW WITH PERCENT SLOPE NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. IMPROVEMENT PLANS FOR IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 — — — _—L BLOCK 4 1 75 76 77 78 1 74 1 73 I 72 71 I BLOCK 4 70 I 69 68 LOCATED IN THW SW 1/4 OF THE SE 1/4 OF SECTION 33 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN MERIDIAN, IDAHO 2021 N 0 40 80 160 240 SCALE: 1" = 80' 79 18 I O N IMPRESSIVE EAST RIDGE SUB NO. I I 82 1 83 1 84 1 8 5 1 86 1 87 1 88 1 89 1 90 1 9 I E GALLEON LANE (PVT)— — — 110 1 109 1 108 1 107 1 106 1 105 1 104 1 103 1 102 1 101 1 100 1 9 BLOCK 4 112 113 49 E ZEMO LANE (PVT) — 50 I 51 I I I 67 5 z a 66 0 1 65 I 64 I 63 \ 62 I BLOC 61 — I I 60 59 58 E LAKE HAZEL ROAD IDAHO POWER INFORMATION PROJECT CONTACT: SOPHIA DURHAM (208) 336-5355 EXT. 4 SOPHIAOCONGERGROUP.COM NO FUTURE PHASES PRESSURE IRRIGATION PUMP STATION PREVIOUSLY INSTALLED NO POLE REMOVAL REQUIRED EAST RIDGE SUB NO. ` 93 94 9 98 I I d 95 z g z 96 3 Y I � BLOCK 4 — — 97 y TACONIC 9 LAKE HAZEL ROAD (1)�j VICINITY MAP SCALE: 1"=1000' UJ 62 I BLOC 61 — I I 60 59 58 E LAKE HAZEL ROAD IDAHO POWER INFORMATION PROJECT CONTACT: SOPHIA DURHAM (208) 336-5355 EXT. 4 SOPHIAOCONGERGROUP.COM NO FUTURE PHASES PRESSURE IRRIGATION PUMP STATION PREVIOUSLY INSTALLED NO POLE REMOVAL REQUIRED EAST RIDGE SUB NO. ` 93 94 9 98 I I d 95 z g z 96 3 Y I � BLOCK 4 — — 97 y TACONIC 9 LAKE HAZEL ROAD (1)�j VICINITY MAP SCALE: 1"=1000' UJ JW E \ L Q / r V m O M co xo m om w 0U) aca m .� �o Ev L f`0 m V DEVELOPER G20 LLC F 4824 W. FAIRVIEW AVE. a BOISE, ID 83706 (208) 336-5355 LAREN®CONGERGROUP.COM 3 0 K O CIVIL ENGINEER c 00 U CORINNE GRAHAM, PE L O CIVIL SITE WORKS LLC � O PO BOX 6059 N N BOISE, ID 83707 o Li (208) 946-3874 a CGRAHAM®CSWENGINEERING.COM z w L� SURVEYOR Z JEFF BEAGLEY, PLS SAWTOOTH LAND SURVEYING LLC DESIGNED: C. GRAHAM 2030 S. WASHINGTON AVE. EMMETT, ID 83617 DRAWN: C. GRAHAM (208) 398-8104 CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: Cl 7 LLC SURVEY DATUM 4824 W FAIRVIEW AVE BOISE, ID 83706 HORIZONTAL DATUM BASED ON ADA COUNTY CIS. Z C) ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). U M Z) O N z Z Z C 0 U SITE DATA cn > cn Z ADA COUNTY PARCEL #S1132438570 Q on W SITE AREA = t8.69 ACRES W LAND USE ZONE: R-15 LLJ W Z N Q LLJ NUMBER AREA % Q LLJ W RESIDENTIAL LOTS 55 7.17 AC 82.5% d Q PRIVATE STREET 1 1.07 AC 12.3% N U COMMON DRIVES 3 0.21 AC 2.4% O Q Z — LANDSCAPE COMMON LOTS 6 0.24 AC 2.8% W TOTAL 65 8.69 AC 1 00% W cn W W d CSW PROJECT NO. 19013 DRAWING DATE 12/19/2021 CO.O 0 w m 0 a J 9 5g\ ENSi FQ ti� GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT.\G CONFORM TO THE PROJECT ESC. 2 C�r�'yy1 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. 6970 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 72-79-270 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 CONSTRUCTION. 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. S n TqT REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL OQ� FOF\D P� BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. P�Q NNE 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. M.G� 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED 9. PLACE ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE fn SITUATION IS RESOLVED. 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. YJ AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF -ROLLED PRIOR 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE r� JW� 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO GEOTECHNICAL REPORT. 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-709. o START OF WORK. 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN O ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. o 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS �� REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE 0 E m �o OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY PLANS AND CONFORM TO THE ISPWC SECTION 801. x c v v 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY O rn NOT OPEN OR CLOSE WATER VALVES. THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON °o w 3 O u o 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL THE PLANS AND CONFORM TO THE ISPWC SECTION 802. a m E v AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED t6 MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ON THE PLANS. 6, u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT OR OTHER STREET WORK TO MATCH THE EXISTING PAVEMENT SECTION OR USE 2.5-INCHES OF ASPHALT, 4-INCHES OF 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 3/4-INCH MINUS, AND 14-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. IF ASPHALT CUTS ARE NECESSARY DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. CONSTRUCTION PLANS. 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND a PRIOR TO CONSTRUCTION. NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE REPLACE THE ENTIRE ROADWAY SURFACE. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS o 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. > 0 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS THE WASTEWATER RULES (IDAPA 58.01.16). 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE U ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. o Y 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER a 0 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL BEGINS. u QUALITY (IDEQ). o w 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE a SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS PRESSURE IRRIGATION w AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS CONSTRUCTED. 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) °z 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. w DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND REGULATION. 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT DESIGNED: C. GRAHAM SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. DRAWN: C. GRAHAM APPROVAL IS GIVEN TO THE PROJECT. SEWER 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, CHECKED: C. GRAHAM 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND APPROVED: C. GRAHAM RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA DRAWINGS. WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 5. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE PREPARED FOR'. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS Cl 7 LLC 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 4824 W FAIRVIEW AVE 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF BOISE, ID 83706 FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). THE WASTEWATER RULES (IDAPA 58.01.16). Z CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE Q A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. L r BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF U M TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 THE WASTEWATER RULES (IDAPA 58.01.16). 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR Z) COMPACTION. NON -POTABLE WATER. ce d 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE N Z ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO PRIVATE ROADWAYS AND TRAVELWAYS. Z z NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. Q O 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND U PROPERLY DISPOSED OF OFF SITE. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES N HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF � N 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY STRATA DATED MAY 25, 2016, THE SEWER. 0 FILE N0. 6016057A. LL Q Z < 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. m J 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. Lu Z) 0- N Ln 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE -STAKING AS A RESULT OF 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE % W Z Lu CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL Q V C O COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN SPECIFICATIONS AND DRAWINGS. G CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN Lu CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE Z JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND O STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE 0 GRADING/STORM DRAINAGE MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. Ln O 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. W 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY Z PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF W DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE ROADWAY MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. _ W Ln 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY V) Vi DEPARTMENT ON SITE AT ALL TIMES. CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. Lu H 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. C DEPARTMENT. CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 48 HOURS PRIOR TO STARTING WORK AS WELL AS TO G C SCHEDULE INSPECTIONS. L 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR W 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 CL IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. CSW PROJECT No, 19013 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. 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 12/19/2021 GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS co ■ 0 W H _m O Q_ d J H U F N 9 CS1116 CORNER SCALE o SECTION 32 60 0 30 60 120 q PLS 14221 'K (FEET) I INCH = 60 FT 4471 IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 p151 S 89°5928" E 940.37' PLS 14421 0 65.25' 67.00' L11 LI2 L13 L14 53.00' 55.00' 51.00' 51. 00' 55,00' 51.00, r------ r----- r------- _ r-------- -----� r-------� O O O O O SO 81 T O O0 O O 1 O O O o I o 0 0 0 0 l I ool 3 x 75 3 76 77 78 0 3 79 0 -" w 0 3 3 _ 82 83 3 84 3 85 U � 86 87 � U N N M N N � "Z ry N o oo o n o 0o t oo oo o I p o 0 0 0 0 O 0 O oo 0 0 o - 0 0 o 0 f 0 0 1 0 0 l o 0 f o I in I vi I vi I in 5(TYP) �� I in q q 1 vt d a1 O�L�2 1 5'(TYP)65.25' !'� C1 S6.02' C18 ��� G 55.00' 51.00' 51.00' 55, 00' 51.00' 116.26' J.� O 49 457.60' 420.10' E. GALLEON Io S89°59'28'•E '^ 12L2T 158.7T N S 89°59'28" E 105.96' 74 • ,�� 0 _ - - - - - - N 89°59'28" W 116. 3V -� Oti L� -616.3T r !9 (,ti Ci643.3T 50. 00' 57.00' 56. 00' 51.00' 52. 00' 55. 00' 51.00' 51.00' 56. 00' I I 5 (,1 I I r _ _ I I r _ I I I I 1 I I Imo- S(TYP) I I I I I I I l of 73 V • I o I � l o I � l o l o l o l o l o l O o l o I � I � I c�! I lz� I C! RI - �nl to I I`? I 13' 13' I o o ,� l a o In ti L--S 89°5928" E 113.45'--Jry Q 110 109 _ ^ 108 107 u 106 105 104 103 - 102 - '^ 101 I r________________ If 10'(TYP) I of to I O o Io I 0 0 0 0 0 0 0 0 t oo 1 f 72 to � I p I p o p I p I -+ I o p I 0 o I 0 p I p I p I O L------J `----- ' I I 15'(TyP) yl `-------�`------` `------J �------J `-----� `------� `------` __589°59'28"E 113.ST--� ro I w 50.00' S0. 00' ------' 5,7 56. 00' 1 5121 E-00' S5.00' S1. 00' S1.00' 56.00' p -� S 89°59'28" E I - 100.00" r - - of p o o N 89°5928" W 550,00' 1 OI 71 to o I o of to I� o I h I I I O � 5 89°5928" E 113.70'- 3 o ^� f r----------------- 111 Q 112 ti 113� o CURVE TABLE 1 1 BLOCK 4 o M 0 1 of 70 to I oo M I Iv ry I I I [I= 1 L__589°5928"E 113.83'--J-45.87' 50. 00' 1 o LINE TABLE w a. N�49 95.87' z 'Mo N 89°5928" W 133.3T 7 pl 69 to • o o E. ZEMO LANE (PVT) 80.50, o 0 50 --S 89°59'28" E 113.95'- _ 589°5928"E ]03.00'-� v� co r--------------- I 1_ N 89°59'28" W w I i i- 1 01 51 i� I 15.37' 68 to oI 1p L^I�i co ML-589°59'28"E 105.00'-1 o� L--589°59'28"E 114.07'---' >I Ny o I I of 0 Z j I a 1 52 M io z of BLOCK 4 of I$� 67 1n j� d L -S89°59'28"E 105.00'-, w = 0 I 1 I 1 L -589°5928"E 114.20' 1J •7 . d ------ 10'(7YP) o p pl D o rr------------- i zIM of 53 io 66 iQ c6 e S89°59'28"E 105.00'------------- -� 1 �I L--S89°5928"E 114.34'--J ofiol r13' 13' 54 I ^iP I N I LINE BEARING DISTANCE Ll N 45°00'27" E 13.38' L2 S 45°0027" W 5.22' L3 5 00°0032" W 13. 00' L4 N 00°00'32" E 13. 00' IS S 00°00'32" W 14.81' L6 S 00°0032" W 1T81' L7 S 00°00'32" IN 13. 00' L8 S 00°0032" W 13, 00' L9 N 44°5928" W 14.67' L10 S 4405928" E 19.87' L11 589°59'20"E 13.52' L12 N 89°5928" W 13. 00' L13 N 89°5928" W 13. 00' L14 S 89°59'36" E 13.60' L15 545°0032" W 14.75' L16 N 45°00'32" E 6.70' L17 S 89°5928" E 12. 00' L18 N 89°5928" W 13. 00' L19 589°59'28"E 13. 00' ---4 51,00' 39.00' C79 0�8 I � I v � o 13' 98 99 ti o >I I 0 I I Z z I 54. 00' Ll� CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 79.33' 50.50' 90°00'00" S 44°59'28" E 71.42' C2 22.55' 50.50' 25°35'14" N 77'11'51" W 22.37' C3 25.36' 50.50' 28°4630" S 50°00'59" E 25.10' C4 31.41' 50.50' 35°38'16" S 17°4836" E 30.91' C5 58.90' 37.50' 90°00'00" S 44°59'28" E 53.03' C6 38.48' 24.50' 90°00'00" S 44°5928" E 34.65' C7 28,52' 24.50' 66°42'04" S 56°3826" E 26.94' C8 9.96' 24.5C 23°I 756" S 11 °38'26" E 9.89' C9 83.25' 53. 00' 90°DO'00" S 45°00'32" W 74.95' C10 17.97' 53. 00' 19°25'36" S 09°43'20" W 17.88' CS 1 25.78' 53. 00' 27°52'03" S 33°22'10" W 25.52' C12 39.50' 53. 00' 42°4221" S 68°39'22" W 38.60' C13 62.83' 40.00' 90°00'00" S 45°00'32" W 56.57' C14 42.41' 27.00' 90°00'00" S 45°00'32" W 38.18' C15 35.71' 27.00' 75°4721" N 37°54'12" E 33.17' C16 6.70' 27.00' 14°12'39" N 82°54'12" E 6.68' C17 38.48' 24.50' 90°00'00" N 45°0032" E 34.65' C18 11.39' 24.50' 26°3750" N 76°41'33" E 11.29' C1 227,10' 24.50' 63°21'48" S 31 °41'28" W 25.74' C20 38.48' 24.50' 89°5959" N 44°59'28" W 34.65' C21 Z7.19' 24.50' 63°35'43" S 31 °47'ZO" E 25.82' C22 11.29' 24.50' 26°24'16" S 76°4719" E 11.19, C23 83.25' 53. 00' 90°00'00" N 44°5928" W 74.95' C24 33.82' 53. 00' 36°3339" S 71 °42'38" E 33.25' C25 25.35' 53. 00' 27°24'04" S 39°43'47" E 25.1V C26 24.09' 53. 00' 26°02'17" S 13°00'36" E 23.88' C27 62.83' 40.00' 90°00'00" S 44°5928" E 56.57' C28 42.41' 27.00' 90°00'00" N 44°5928" W 38. 18' C29 15.90' 27.00' 33°4456" S 73°07'00" E 15.67' C30 26.51' 27.00' °I0 25.46' 38.48 5090°S00C1 2 S 45°00'32" W 34.65' -2 9,96, 24.50' 23°17'56" 15 11 °3930" W 9.89' C33 Z8.52' Z9.50' 66°42'04" S 56°39'30" W 26.94' C34 89. 54' 57.00' 90°DO'00" IN 44°59'28" W 80.61' lol 589°59'28"E ]05.00'1; 65 loo IMPRESSIVE EAST RIDGE SUB. N0. 2 HOOK xxx, PAGE xxx ---S 8915928" E 114.46'--- of 55 Io I ----------------- ao o - "' LEGEND I of 64 jo L- S 89°5928" E 105.00' - J I o `^I I`^ o SUBDIVISION BOUNDARY LINE 1 1 --N 89°59'28" W 114.58'---I r--------------� ^ to in LOT LINE --------------- 13 3' 456 iQI EXISTING DEED/LOT LINE 15.12' - �L_S89°59'28"E 103.00'-- of 63 I ---------- PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT 5780.50' -' CENTERLINE L--S89°59'28"E 114.71'---J�'l �r\CS ___.*S89°5925"E 80. 50' �a FOUND ALUMINUM CAP 1 ; ; 80.50' E. BERGHAN ie FOUND BRASS CAP 62 io ti r Cz - 30.50' _ 50.00' 1 LANE (PVT) @ FOUND 518" REBAR/CAP PLS 11574 OR AS NOTED of l0 60 S'(TYP) N if O FOUND 112" REBAR/CAP PLS 11574 ` 1 --S 89°5928" E 114.84'--- � O ^ o ^ I� a l O• SET 5/8" REBAR/CAP PLS 11574 I w ^ x o o l l 58 • SET 112" REBAR/CAP PLS 11574 o N 59 N 0 O LOT NUMBER 61 ie o 00 0o I INC WITNESS CORNER "WC PLS 11574" 11_____________-I L_. I5'(TYP)___IBEGINNPOINT IN115.01' 25. 00' 56.00'-J 50.00'-Jo1'WCNORTH -. _- _- _ -..-/ o T N 89°5928" W 246.01' � N IMPRESSIVE EAST RIDCE SUB. N0. 1 BOOK 118, PAGE 17499 PLS 14421 0 o 114 CORNER **SEE SHEETS 2 & 3 OF 4 FOR SEWER AND WATER EASEMENT DETAILS** ILLEGIBLE 32 CPF# 111066375 E. LAKE HAZEL RD. T. 3 N. ___ _ ___ ___ 5 T. 2 N. N 89°5928" W 1329.49' BASIS OF BEARINGS 1 PLS 14421 - 51., 00' 65.0(7 I I I I I o I I I o I I 1 91 92 io I o I I 1 I I I I o I I I I I L -JI' I 51.0065.00' S 89°5928" E 116.00' o 1.31 93 N 89°5928" W 105.64' N p tib 1 M �I BLOCK 4 0l �i 94 iol3 of N 13'N�-S 89°59'28" E 105.00'-� p a o of 95 F �I lI0o �I �! Ln S 89°59'30" E 105.00' 0 of } 96 0 w Pia iQ 1 1 o to -S 89°59'32" E 105.00' 0 Z I 10'(TYP) �I pl lQ 1 of 97 0 1 of to 1 I 19 �-----105.00'-----� N 89°5928" W 131.00' 1 11574 10/29/21� 4 OF Aj ' BE tip OFF REFERENCES Rl) IMPRESSIVE EASTRIDGE SUBDIVISION NO. 1, BOOK 116, PAGES 17499-501 R2) IMPRESSIVE EASTRIDGE SUBDIVISION NO. 2, BOOK XXX, PAGES XXXX R3) DEED INST. 1 R4) RECORD OF SURVEY NO.7169, INST NO.105190435 BOOK , PAGE NOTES 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURIZED IRRIGATION TO BE OWNED AND MAINTAINED BY THE (EAST RIDGE VILLAGE ASSOCIATION, INC.), SAID EASEMENTS HEREBY RESERVED ALONG THE FOLLOWING: -TEN (10') FOOT WIDE OR AS DEPICTED, WHEN LOCATED AT FRONT LOT LINES, ADJACENT TO PUBLIC RIGHTS OF WAY OR SUBDIVISION BOUNDARY -FIVE (5) FOOT WIDE OR AS DEPICTED WHEN ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR WHEN THE OPERATION FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT AND DEVELOPMENT AGREEMENT INST. NO. 2018-052339 AS MODIFIED BY MDA H-2020-0096. 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION DRAINAGE ENTITY. 6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN. 7. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, BUT IN COMPLIANCE WITH IDAHO CODE 31-3805(B). ALL LOTS WITHIN THIS SUBDIVISION WILL RECEIVE WATER FROM A PRIVATE WELL, OWNED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION, INC. 8. LOTS 50, 57, 60, 74, 80, 81, 93, 98 AND 111, BLOCK 4, ARE RESERVED AS COMMON AREA NON -BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE EAST RIDGE VILLAGE ASSOCIATION INC. 9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12- INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 10. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INST. NO. 2018-052339 AS MODIFIED BY MDA H-2020-0096. 11. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR EAST RIDGE VILLAGE ASSOCIATION, INC. 12. LOT 49, BLOCK 4 IS A PRIVATE ROAD, TO BE OWNED AND MAINTAINED BY THE EAST RIDGE VILLAGE ASSOCIATION, INC. 13. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. 14. LOTS 60, 74 AND 93, BLOCK 4, ARE SUBJECT TO A COMMON DRIVEWAY EASEMENT AS SHOWN HEREON. VEHICULAR ACCESS FOR SAID LOTS SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS, AND NO DIRECT ACCESS TO ANY STREET OTHER THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. THE OWNERS OF SAID LOTS TAKING ACCESS THROUGH SAID COMMON DRIVEWAY EASEMENTS SHALL HAVE A PERPETUAL RIGHT OF INGRESS AND EGRESS AND SAID EASEMENTS SHALL RUN WITH THE LAND. SEE CC&R DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING USE AND MAINTENANCE OF SAID EASEMENTS. 15. ALL PRODUCT IN IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 SHALL BE SINGLE LEVEL WITH A MAXIMUM ROOF HEIGHT OF 25 FEET. 16. THIS DEVELOPMENT IS SUBJECT TO THE ADDENDUM TO DEVELOPMENT AGREEMENT INST. NO. 2021-025636. 17, THE SUBJECT PROPERTY IS LOCATED IN ZONE X PER FIRM MAP 16001C 0265 J. ZONE X: AREA OF MINIMAL FLOOD HAZARD. 18. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN SEWER EASEMENT INST. NO. 2021-XXX. 19. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN WATER EASEMENT INST. NO, 2021-XXX 20. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. NO, 2021-102391 AND 2021-XXX. 1 SURVEYOR'S NARRATIVE: SAWTOOTH LAND SURVEYING WAS CONTRACTED BY G20, LLC TO PREPARE THE SUBDIVISION PLAT SHOWN HEREON. THE SECTIONAL MONUMENTS USED TO CONTROL THE LOCATION OF THE SW 114 OF THE SF114 ARE THE SAME I MONUMENTS AS SHOWN ON THE PLAT OF IMPRESSIVE EAST RIDGE SUBDIVSION NO. I ON FILE IN BOOK 116 OF PLATS AT PAGES 17499-17501, ADA COUNTY RECORDS. THE SOUTH AND EAST BOUNDARIES OF THIS PLAT ARE ADJACENT TO SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1 AND ARE CONTROLLED BY FOUND MONUMENTS PER SAID SUBDIVISION. THE NORTHERLY AND WEST BOUNDARIES WERE ESTABLISHED BY THE CLIENT. q P; la C7 d W E1116 CORNER PLS 4431 ILLEGIBLE CPF# 2019-09ILI" n 32 33 N 90°00'00" E 1329.66' S 4 Z O Ln Z O ce O LL LLJ ce LL O Z LJJ V) G LLJ d 0�J z O a u N 0 ;_ O U 0) C Ln ` a)m coo � X 000 T OU1 U00 am EO v ra f0 u J DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: C17 LLC 4824 W FAIRVIEW AVE BOISE, ID 83706 M O Z O m ul LLJ 0 Q LLJ LLJ LLJ C� G <n r Z JLJ L j LLJ Ln Lu W d O Q 7 C L - LL CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C l .0 V) ct W F 0 O Ld D ct T r a N O N H U of r d O U IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 BOOK PAGE SCALE , LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, 60 0 60 120 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO ( FEET) 2021 N J W l E 1 INCH = 60 FT IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 \ L 11 20.00' / r O 6 S 89°5928" E S 89°5928" E 940.37' 0 v _ � � � o00 �m 80 F 81 x 0 v b 9 1 O rn 1 ��K 75 76 77 78 79 82 83 84 85 p 86 87 88 89 90 91 92 I a E Ft I v w z a m - � ca 1 m o G � 30' 589°5928"E 450.60' i. S 89°5928" E 175.84' -- - - - - - - -- - - -- - - -- - -- - -- - -- - - -- - -- - - - 74 E. GALLEON LANE PVT �y 93 ' N 89°5928" W 187.56' N 89°5928" W 450.60' 1 BLOCK 4 1 "' 73 94 i S 45°00'32" IN d' 30' M a 15.85' 98 Io 0 110 109 108 107 c..) 106 105 104 103 102 101 100 99 20' o. o x 95 ILn 3 72 W o 1 zl o c N 1 0 w -- ---- --- --- ---- -- ---- --- --__ __ N 8905928" W 550.00' N 00°0o'32" E O 13 z 96 a 152. 00' o 1 a 1 71 `-�`� 0 W¢ 0 °oo 1 z 1 o o I c) CN p 2 z0 U I V O O L z ill 112 113 ti I m o �I 1 o j BLOCK 4 I zl 97 1 0 0 70 0 I 0 30. 00' _ 101.00' a 20' 30' o N 89°59'28" W 131.00' z O 10' w 9 S 89°59'28" E 106.37' Ln J Z I �17711771771- " 20' W 69 E. ZEMO LANE (PVT) 1 bl N 89°5928" W 126.3750 I 6 1 1 N 8905928" W CURVE TABLE z W I 68 1 $1 I 15.37' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L-18' DESIGNED: C. GRAHAM k I 30' I C28 42.41' 27. 00' 90,00,00" N 44°59'28" W 1 r W 1 C39 89.54' 57. 00 90_00.00" N 44°5928" W 80. 61 DRAWN: C. GRAHAM °Q) of a I I CHECKED: C. GRAHAM z I 1 52 I 67 W 1 I BLOCK 4 i APPROVED: C. GRAHAM 1 ,-A d IM 1 1 M 53 PREC RED I1_;z 1 COI: 66 w 4824 W FAIRVIEW AVE o 1 0 1 BOISE, ID 83706 1 54 I I I 0 65 1 1 IMPRESSIVE EAST RIDGE SUB. NO. 2 BOOK xxx, PAGE xxx J U M 55 I M LEGEND Z 1 I 1 1 ; 00 — - - — - - — SUBDIVISION BOUNDARY LINE N� FOUND ALUMINUM CAP O 64 1 00 LOT LINE ie FOUND BRASS CAP N Z 1 EXISTING DEED/LOT LINE Oo FOUND 518" REBAR/CAP PLS 11574 OR AS NOTED 56 1 1 S 4415928" E 1 - - CENTERLINE 0 FOUND 112" REBAR/CAP PLS 11574 sG O O 15.98' 1 EASEMENT0. SET 5/8" REBAR/CAP PLS 11574 tv$NS r , v 63 J TTJ T77 �L �J-/ �` A 5 89°5928" E 95.50' 1, .5.80' L-�j/-/- 20EXXXX NOTE XX • SET 112" REBAR/CAP PLS 11574 p r j 89.70' ;7������ SEWER AND WATER EASEMENT INST. NO. P., ,, 11574 O �, z p� 9� 2021-102391 -SEE NOTE 20 � CALCULATED POINT 1072g72f Q LL Q 1 95.50'30 E. BERGHAN ;I �\ I SEWER AND WATER EASEMENT INST. 1 LOT NUMBER 9 m W W 62 1 LANE (PVT) _--� NO. 2021-xxx-SEE NOTE 20 ✓Lp�� �`i 0 O_ I N 89°5928" w 60 1 6.62' S 00°00'32" W 30.00, BUG \ � N 1 �. I W x V o f 59 0 58 0l Lu ~ a Lu J 61 Q I > I 2030 S. WASHINGTON AVE. Q p a , EMMETT, ID 83617 O Q a z N 89°59'28" W 246.01' (208) 398-8104 W IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 Z FAX (208) 398-8105 ��I /T V V /TOO / � W cn 5u L G WWW, SAWTOOTHLS. COM cn w cn� ve�in� ~ Q� SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: �DWG#: 2 OF 5 1012021 AR JB 121330 121330-FP 2 a C � W a CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 Cl .1 In In Ld X W 0 W cn ct IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 BOOK PAGE SCALE , LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, 60 0 60 120 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO ( FEET) 2021 N J W l E 1 INCH = 60 FT 1 O 1 U C � 7 IMPRESSIVE EAST RIDGE SUB. NO. I BOOK 116, PAGE 17499 N3 cm vm -" 1 00 S 89°5928" E 940.37' x� vv O rn - - — 321.7T I 20' _ d @ O 8061 F 81 m Ev O i19 c 1 I v 75 76 77 78 79 W iW tii 82 83 84 85 p 86 87 88 89 90 91 92 a o1 S 45°00'32" W o 1 l 0 1 N 89°5928'_W 161.70_ m 1 49 1 _ _ - _ _ _ _ _ _ _E. GALLEON LANE PVT) _ _ 93 _ �. 74 Z�-----------------3AZ-------_ S 89°59'28" E 173.42' -�\ 0 w BLOCK 4 1 1 73 I N45°00'32"E 3585' 94 1 I I I t« I M U x 1 0 98 110 109 108 107 c 106 105 104 103 102 101 100 99 >I o a Ib 95 I U 72 : z Z NII y MII!h U �i -- ---- --- --- ---- -- ---- --- ---- --- N 89°59'28" W 550.00' z 96 a m 1 71 v�ii Z W I �I N o I 20' �11 112 113 I � co 1 z j BLOCK 4 70 ,I I 1 O z.I p1 97 1 J 0 N 89°59'28_W-96.31 LI I o N 89°5928" W 131.00' 49 Ln o 5 89°59'28" E 116.37, 20' f 20, z 69 E. ZEMO LANE (PVT) w NI e 1 s0 DESIGNED: C. GRAHAM � I N 89059'28" W DRAWN:GRAHAM w 1 51 I 15.3T CHECKED: C. GRAHAM in 68 I APPROVED: C. GRAHAM o FI o I 9af z 1 - 52 z BLOCK 4 I I PREPARED FOR: 67 I I C17 LLC 1 4824 W FAIRVIEW AVE 53 i I BOISE, ID 83706 Izl I Z 1 66 0 I 1 1 I 1 r 54 I I U rf) I LEGEND 65 1 — - - — - - — SUBDIVISION BOUNDARY LINE 7O Z 55 I LOT LINE V) 1 1 M 1 EXISTING DEED/LOT LINE Z z 64 1 p - - CENTERLINE (+ S 1 r------------r �CENS 4� U — Lo 56 1 L L WATER EASEMENT INST. NO. 2021-XXX- SEE NOTE 19 O 1' ��� cl� Ln Ln 1 �0 FOUND ALUMINUM CAP aa" �10/29/21,Q O Z Q Lu 63 ie FOUND BRASS CAP 97g OF 10 0 m J Lw@ FOUND 518" REBAR/CAP PLS 11574 OR AS NOTED 'AFBE Ar+�'� �O FOUND 112" REBAR/CAP PLS 11574 w NE. BE SET 518" REBAR/CAP PLS 11574 O W F60F�4 LANE (PVT) (PVT) (�0 W62 CALCULATED POINT CL QW JLOT NUMBER >Q 2030 S. WASHINGTON AVE. s i EMMETT, ID 83617 < N a z 61 i Lu (208) 398-8104 z FAX (208) 398-8105 Lu N 89059'28" W 246.01, � � IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 L u N lC WWW.SAWTOOTHLS.COM N w - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u _ SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: �DWG#: 3 OF 5 1012021 AR JB 121330 121330-FP d C � W d CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 Cl .2 0 w m 0 a J C) 9 Ili IMPRESSIVE EAST RIDGE SUB NO, 1 TOE TOE TOE TOE TOE TOE TOE 4" I — — 4"PI — — 4'PI PI — 4" I — — 4" PI — — 4"PI — — -"PI — — 4 PI REMOVE EXISTING BLOW -OFF BLOCK 4 I I I CONNECT TO EXISTING BLOCK 4 I AND CONNECT TO EXISTING 4" PRESSURE IRRIGATION 1 8" WATER MAIN I I I I I I I I I I I I I I I I I ICI 1 1 I 1 1 1 1 _ 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 75 1 1 76 1 1 77 I 1 78 1 1 79 1 S0 Q m 81 82 83 84 8s 86 87 88 89 90 91 92 al I I 1 1 I I I I 1 0 1 1 1 I I I I, L—�--J L--J J J L— —J — —J L— —J — —J L— —J — —J L---J L _—J L— --J J 8"W 8"W 8"W 7q — — — — — — E GALLEON LANE (PVT) — — — — 93 <8"SS <8"SS z z oo CONNECT TO EXISTING I 94 b� 0 73 SEWER LINE 'B' 0 SANITARY SEWER MANHOLE N 1 SEE SHEET C5.1 � $ II I I II II II II II II II II II II II I I 110 109 108 107 106 105 104 103 102 101 100 99 r--------� I II II II II II II II II II II II 198 � r ______ _ _ a 1 I I 1 1 1 1 1 III CONNECT TO EXISTING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEWER LINE 'C' 1 a 1 9S 72 I 1 1 1 1 1 4" PRESSURE IRRIGATION 1 1 1 1 1 1 1 1 1 1 BLOCK 4 1 1 SEE SHEET C5.0 Z 1 I t — J L— 1 g L--------J L----- J L— J I- —J L— —J L—+—J L— —J L--�J L— —J L— —J I- —J L— —J L —J Z P — — — l--------, 4LL — 4 — — 4_PI — — 4" — — —4"PI — 4 PI — — 4 PI — 3 96 71 a0 IMPRESSIVE EAST RIDGE SUB NO. 2 BLOCK rn + I I i 4 i rn a-------- L-II 112 1 1 113 1 I a CONNECT TO EXISTING a0 BLOCK 4 SANITARY SEWER MANHOLE 97 BLOCK 4 , REMOVE EXISTING BLOW -OFF a 70 I I AND CONNECT TO EXISTING 1 1 1 1 8" WATER MAIN L — — — — — — — — - J I 7 I I I L + L--------- L — -- —J —�— - I REMOVE EXISTING BLOW OFF AND CONNECT TO EXISTING CONNECT TO EXISTING 8"W M M M M 8" WATER MAIN SANITARY SEWER MANHOLE -E ZEMO LANE (PVT)- S S SS SS 3 69 I — — so ---------- r I_1 I I sl 68 • a I I AID --------- IF---- , i/ IF ---- 67 r SEWER LINE 'A' 53 SEE SHEET C5.0 I a 1 I I• - a 66 Z J aI w L--------- o--------J / a�---------� I s4 En 65 3 � ---------� in ooI I I ss I I J d ��111" 64 / Id I--------J _________ I — r 56 I • REMOVE EXISTING BLOW -OFF 1 I L J AND CONNECT TO EXISTING 8" WATER MAIN I 63 / _I \ S7 L_ — — — — — — — — — � S V _E BERGHAN LANE (PVT) W r----------� Sq SS SS s • a I 4 62—f— —+-- �E I I I I I I I L. — — — — — — — — — - J �I BLOCK 4 60 59 58 , I 141 I 61 20.0 DRIVE i \ JTOE _ TOEt _ • • TOE • • TOE • • TO d Id Id — 'Id d Id Id Id Id Id E�G E�G E�G E�G E�G E�G E�G E�G E�G E�G E LAKE HAZEL ROAD 0 CONNECT TO EXISTING 4" PRESSURE IRRIGATION 0 EGEP EGE— >...—>—...—>— L t EGEP EGEP — 0 25 50 100 150 SCALE: 1" = 50' ENSFO 16970 12-19-21 �OST�TF OF �7NNE YJ JWl >�o o y C uln o� 0 0,0 X- O m w � O� am UO Ev E 1 u w 0 0 w w e DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: 17 LLC 4824 W FAIRVIEW AVE BOISE, ID 83706 Z O U m D LL O N Z O O Z U N J c > N O LL J O7 0 D d J L1J N i O LLI Z LU D V aw oc > L/) N c J O Q g Q Z LLJ ce LLJ w O LEI (/'1 Ln L/) LLJ ce C_ G �5 L1J CL CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C/■O 0 w m O a J 9 to �F��GENSF� /tip 16970 12-19-21 IMPRESSIVE EAST RIDGE SUB NO. 1 ' - - _ _ OOST"9TOF PLO F.O, F.O, F.O,� G 750---- F.O, �O, F.O, 4.0, 4.0,�4.G, 4.G,4.G, -2745-4,GOE---F,G,----F,G: TOE--4.G,----4.G -- 274E-F'G-----�F'GEMIG�P� 6^ 00JE 10 10 -TOE bry y0 Oy _ 6^�—�0E - .'��'- - - - kk- - - TO �`� y. y. y. y. y. k. '� k. k. k. k. - - - -`L. - ti• - - - - `l,. - - - - �`o [755 - - - - � - - - - - �y �y �y �y �y �y 1y 1y 1y �y �y �y �y �y 0 25 50 100 150 L h� BLOCK 4 27g6 N 2755 BLOCK 4 S4 I SCALE: 1" = 50' �i) 2�'I N / 1 O 75 76 1 82 83 84 87 88 89 91 9277 90 g ABBREVIATIONS O r Q FKO KO KO FG FG �O KG KG FG FG �Grnp�m � a CCENTERLINE ULn 2?°0 EG EXISTING GROUND p a 9 0 1 5 L 0 9 FFE FINISHED FLOOR ELEVATION x v y' 0 ti O 1 k ti A 1 k 6 0 1 O Any T A• a• 6• .i• �� yy. yy. yk• yk• yk' y^�' y"�' y^y y^r y^r yti' FG FINISHED GRADE cc w ti 1 1 FL FLOW LINE p o Fc S6 I ® 9 HP HIGH POINT a m E Ft E GALLEON LANE (PVT) - - - 93 0 INV INVERT ,2 O ^yti ME MATCH EXISTING RIM RIM ELEVATION 6 O 2) y6 yy by yy yy yk yk yk yk ,�'h � R" Q ? TRC TOP BACK OF ROLLED CURB AID 73 ���i S), FG �. FG FG FO FO �G FG FG FG FG FG y O J))`c 94 �� I TVC TOP BACK OF VERTICAL CURB O g F �G TOA TOP OF ASPHALT , BLOCK 4 OI I 10 TOC TOP OF CONCRETE yp 110 109 108 107 < 106 105 104 103 102 101 100 99 98 2 95 I�G GRADING NOTES 2j 72 / cl � � cl c� c� c� c� c� z y� F sal F I F F F F F F F F F F F F I v a G 6 I y0 �i 00 kh 0 gL yy y9 0� y° y o 1. SLOPE FINISHED GRADE AWAY FROM BUILDINGS PER INTERNATIONAL BUILDING CODE. o u ^y0 I ^yy ^y0 a 2) 2. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY 10, L L - L L - - L- - - L 3 S \ _ 2� c BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT L 3 ti1G I I v' 96 PROPERTY. 71 BLOCK �G o r F I IMPRESSIVE EAST RIDGE SUB NO. 2 0 z 2755 �y1, 3. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE a TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE c� 2�p BLOCK 4 I SITE AS SHOWN ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF o �O \ 1 1 3 I ?S2 c I N SITE TO AN APPROVED LOCATION. a G � �y6. 9 7 \ 0 BLOCK 4 4. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. L 70 K I �r yti GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON -SITE EXCAVATIONS OR APPROVED m BORROW SOURCES. GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 N o INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE o N GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. LL ti ® ?> 5. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE z ry1y -EZEMO LANE (PVT)- - ® - - - WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE w 69 1 FG 1 1G ~ o OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL S0 MATERIALS. 6R. �1y / 01 I � 6. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY a THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR z O I / OPERATION. CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER w ryQG �G \ 51 F �G �` BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL 2j I 68 I yys J yye / /'p® \ FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. DESIGNED: C. GRAHAM 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY STRATA DATED MAY 25, 2016, FILE NO. B0116057A. DRAWN: C. GRAHAM y^', 11 52 BLOCK 4 I I I '� CHECKED: C. GRAHAM FG b + + 2, I 67 1 ✓ _/ yyy yyy N APPROVED: C. GRAHAM ti I N C17 LLC fo I y 53 `riS I �G0 4824 W FAIRVIEW AVE F2j� I 66 BOISE, ID 83706 Z S a ti ti ~ I 0 0 S 4 �G k• � I � ry.��J k06 k06 50.00' U M 6S QG �Qy �Qy Z) 2jS � p �F�N-�' Ile—. SS�/AAZ a �V � � x F2j`SS 2755 64 f\\ tiny \\ U cn Rom• I ` GRADE 6" BELLY AT N /56 I KG N MIDPOINT OF LOT O % Z LL Q Z N TYPICAL LOT GRADING DETAIL 1 Q � a J F2jS5 I / S7 - - - SCALE: NOT TO SCALE C3.0 W (n d I ^O _E BERGHAN LANE (PVT)— - - - - O W V _ ^ykLu 6i 2j ce C) Wg Z_ I 62 SR)2�c 2,S`�9 '�Gi I2j`SiZ)'�Gi C c2jss)s•— � � � is \\ k-/� � I �y"' � N � �.J 60 O BLOCK 4 1 ( yy 1 �G 59 58 W I ' LLJ L 61 / c2�Ssr 2 Sq c2�Ssr c2�Ssr I G2,`riT r In cn W ti--kh -- ti ---- --- ---- -' -------------------- ^yti 2,6 TO---?�6' TO--?�6 TO ----- --?�6` TO 2760 - - - - - - - - - - - - - - - - - ry Off- 2760 - 2S 7G 2� 7G !B 7G �] 7G \ \� 6' q2. 6' 9• ? LLJ CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C3.0 w m O a r J lY 9 In ct x w 0 F- z w F- z O U In F of O H Ld lr N z LL O 0 U O 0 W Ld ct O U o 0 w r z Q J J Y 0 O Ld U 0 w o ct d w N w D ct F- cn _ J Y ct O w H J U N O N _ U of O U 2765 2760 2755 2750 2745 KEYNOTES O INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. O INSTALL 3' VALLEY GUTTER PER DETAIL 3 SHEET C8.0 AND TRAFFIC MARKINGS IN ACCORDANCE WITH MUTCD REQUIREMENTS. O INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER DETAIL 4 SHEET C8.0. ® TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. SITE KEY 1"=250' c4z ---- ---- - ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- r-� ---- ---- ---- ---- ---- N ---- --- ---- --- ---- ---- N ---- ---- --- -- z = ----- ---- ----- ---- ----- ---- ----- ----- ----- ----- ----- ---- \ -- -- ----- ----- ----- -- °' ---- --- ----- --- ----- ----� N ----- ----- --- eN / +Nz it N o a EXISTING GROUND \ N g J O �wz %�\ H J N ------- ++ v~i N_ ---- ---- ---- - f ` ---- ---- ---- ---- ---- ---- -- ---- ---- ---- -�-� -- - -- O W w ---- --- ---- --- ---- - --- a > a - ---- - ---- --- N x �---- \ S N --------II a o w ----- ---- ----- -�-- ---- ----- ----- ----- ----- ---- f ----- ----- ----- ----- ----- ----- a a.� ----- ---- ----- ---- ----- -- ----- -- ----- -- ----- ---- z 5 5 Z5 ! a r1 ------- a w ----- amp ---- ----- ---- ---- - ----- / \ ----- ----- ---------- i ----- ----- ----- ---- — — ----- - -- — — — — — — ----- — — — — - -- — — ---- — — — — — --- ----- — — — --- — — — ----- ---- oo- o FINISHED GRADE 04 N v W LI w--------------- M------------ -------- O N - - -------------- � N ------------- - ------ --------- - --------------- --------------- ------- ------ -------------- -------------- ---------------- --------- --- --------- -d --------- --------~ O II N II II w r 11 w ------- a II--- --------- - J --------0 d - - ------------ a - ---- --------- - ------ --------- - ------ --------- ------ --------- ------- --------- ------- -------- ------- -------- --------- -------- --------- ------ --------- ------ --------- ------ ---------------- m --------- ---------------------- ------------------- --------- --------- --------- -- ------- --------- -- ------------------�-y------ --------- ------------------ ------------------ ------------------ -------pp- ------------------ ---------------uu-DD-- --------- ------0O--- ----------------- n N N M Obi b v, n n n N N N N n N '� n N a N n n N N n n N aND n N Oni N n n N N N M n n N N a M n n N N n aND n n N N T N n n N N ��yy--------- N aD n n N N a n N T n N n n N b n N n N b n N y n N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 BERGHAN / UTMOST LANE PLAN AND PROFILE STA. 1 0+00 TO 1 7+50 2765 2760 2755 2750 2745 71 70 69 68 67 2765 2760 2755 2750 2745 0 20 40 80 120 5c�\01�L \GENSF'O( HORIZONTAL SCALE: 1" = 40' 16970 VERTICAL SCALE: 1" = 5' 12-19-21 OOST�TF E M. GAP YJ JWo >�oC �N3 00 00 om �o - x� �v v m w � � O� "o am Ev �o u w a 0 2 BLOCK 4 >I 112 113 , J N hb'� 1ryho� O Op � yy9 ^9� ry�0°x tiny �°X tiny �`X 10+00v e m 11+00 —� 4 E ZEMO LANE (PVT) N m 1' 50 ox3, 2c u�o ll�olxll�- S1 P o;�oo 11 , BLOCK 4 I I S2 o ----- - ---- --------- z a - oN z o ao n 8 a 3+w n riN=)u -- O - If.O w z-------- OQ _ ZX O WNW --- N ---- --- - U --- g -c�d FRADE -INISHED wzx - -55wa --- �aa -0.50% om -2.14% ^N --- --- - --- --- M� -- IL! rj v Irl p EXISTING GROUND +N ------ w ------ -- ------ ------ it W ---- o N m o N N n a N N n N 10+00 10+50 11+00 11+5C ZEMO LANE PLAN AND PROFILE STA. 10+00 TO 11+50 CD 3 0 a O Q O K z O U I-- u 0 0 N N � LJ z z z DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: C17 LLC 4824 W FAIRVIEW AVE BOISE, ID 83706 Z O w U m Z 2765 �O O U O Z af O z N Z ; N Q O^ IJ co J J^ D CL 2760 LLJ > C)/ ce d N C) , Lu 2 Lu w N 2755 2750 O N � N W g W Z) % I--, W Lf) Z ^ 1! 1 L /LLJ <T 2745 W a V — W m CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C4.0 m 0 a J C) 9 w a a x w 0 O H N H z W H z O U F O Z Ld Ld z In LL O 0 U 0 0 0 W ct 0 H U O d Q Ld J Y 0 Ld J U LL W G- o ct a Ld - v) w D ct Z F cn Y ct 3 w J U N N N U of r o 0 U 1 2765 1 2760 1 2755 1 2750 1 2745 KEYNOTES O INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. O NOT USED THIS SHEET. (3) INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER DETAIL 4 SHEET C8.0. ® TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. OS INSTALL 4' WIDE VALLEY GUTTER PER ACHD SD-708. TSITE KEY 1 "=250' -- ---------------- --------- ----- --------- ----- � --10 n --- ----- --------- ----- ---------- ----- --------------- ----------- -- ------------ -- ------------ -- ------------ -- ------------- -- --------------- ----- --------- --------------- ------ --------- --------------- ----- + v% J m Z N 5 a ar 11 o O oa -- ---- -- ---- ---- ---N- W Q - ---- - ---- -- ---- -- ---- --- ---- --- ---- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----� t ^ --- NUz FINISHED GRADE } N -0.507 N N z w -- ----------------- ----------- -- -- - --- --- — ----- ----- — — — --------- ------ ------------ ----- --------------- -- -- --- -- ------------ -- --------------------- --------- -- ------------- -- --------------- ----- --------- --------------- ------ --------- ---------------< J OU - _ n� — ---------- -- ---- -0.50% ---a awl--- olq — -------------- 17 EXISTING GROUND o a r i - N k N MN oo +N 10n -- ---------------- --------- ----- --------- ----- --------- ----- --------- ----- ---------- ----- --------------- ----------- -- ------------ -- ------------ -- ------------ -- ------------- -- ----- N J------- ---------- N II - --------------- ------ --------- --------------- + n -------- -- --------- ----- --------- - --------- - --------- - --------- -- ---------- --- ----------- - ----------- ------------ ------------ ------------ ------------- ----- a w ------ ---------- r w - --------------- ------ --------- --------------- N N-------- -- ---- -- ---- ---- ---- ---- - ---- -- ---- -- ---- --- ---- --- ---- --- ---- ---- ---- ---- ---- ---- a ---- ---- ---- ---- ---- II w ---- --- a ---- w r o n n a n r 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 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 GALLEON LANE PLAN AND PROFILE STA. 16+75 TO 25+50 0 20 40 80 120 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' c' \0L �GENSFO au; 16970 6970 12-19-21 C)OST�TF �7NNE M. GAP YJ JW E C �N3 00 �m �� o� x� v o m lu u V O am Ev �o u w F 0 477 I I I 83 a 1 u w I I BLOCK 4 � �x I 82 O�`r0 ", O �c ?� 0x0 S�? 000 210xa SASQSO 4 I 81 �� 10+00 — .4-- o m 11+00 f — m N S JADO LANE (PVT) 5 p0 �G I 80 x00 1 o x0p y� u �O y1ti ti^ I op yk' ti^ 1 Oy?pig 'R'p > 79 z J BLOCK 4 I¢ I 0 '00 a U w 2765 2765 2760 2760 2755 2755 2750 2750 2745 2745 2740 1O O n Z oa�°�3 Ln r;z I'II Q J H ^ Z NW J J z N WN (a7 o ~ EXISTING GROUND a as act ci o a O N m ul c) N z O W _,O% 2.00% oo SA,+ m ma a o / w J w FINISHED GRADE o fA N + p m II r mN w ---------------------------------------------------------------------------------- �o o N �� N N N 10+00 10+50 11+00 ADO LANE PLAN AND PROFILE STA. 10+00 TO 11+50 z DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: C17 LLC — 4824 W FAIRVIEW AVE BOISE, ID 83706 Z 0 U Z N (Y1 Q z W J_ LL O 2765 Z z ce O O a U N p CC 2760 0 Z co J Q Q 2755 2750 Lu ce CL Q O N w Z Q W O N ce C� La G Lu J I.L Z J O 0 Q � 2745 W N � / L-1) W d � Z 0 J J Q V W 2740 CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C4.1 w m O a J 9 w 1r 1L x w 0 0 3 F- z w F- z O U F O Z w F- 1n LL O Z O Q U L� 0 O 0 Li Ld w ct O F- U o 0 G_ w Ir r z Q J J In Y (if O w v) U O Ir Ld IL O a Ld — 1n w ct z cn Y O 3 w U N O N H O of r w 0 U TSITE KEY 1"=250' —SSMH A-4 (EX)-1 SS � 2 2765 2760 2755 2750 2745 2740 2735 NOTES 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. KEYNOTES 0 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. X W I e I .Z. vvn m / z z EXISTING GROUND W --- --- - --- --- --- -- --- - = O N Z Z O / / 00 N N � 0 00 _ N ! n in r— > '� D o O11 N ------ inQ ICI z z z ---- ---- ---- ---- ---- 1 ---- ---- ---- --- ---- -- ----� 'tI z 't --- + O n Lo m ---- ---- ---- ---- ---- ---- ---- ---- --- ----\--- - -x it z z --= --- II IM 1 -V') p _ NFL" Nz / V) V) 0_' OD OD 0 Vl w OD II FINISHED GRADE II II II II II II II II L=316' S=0.40% D=8" L=23' S=0.60% CONNECT TO EXISTING SEWER MANHOLE D=8" EX. 8" INV OUT=2739.07' (FIELD VERIFY PRIOR TO CONSTRUCTION) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SEWER LINE 'A' PLAN AND PROFILE STA. 1 0+00 TO 1 3+50 Z� 2765 2760 2755 2750 2745 2740 2735 99 \ 2 IA SS 168• \ �1� -T- 10+00 11+00 SSMH B-3 SSMH C-3 (EX) <8"SS — S KIWA O LANE (PVT) III SSMH C-4 8"W 9, O \ 2 2 1 2 2 U 0 N 0 U) M U V7 U)Lo U O'D r K N N ' 0 N' N't N't (n+IIN U)+IIN a. to±IIN 'n w II �> w II 0> w II c~D> > u ) nw 3¢Zz_ N W Z I 97 96 95 94 BLOCK 4 4"PI 4" 7I Id„4 2765 2760 2755 2750 2745 2740 2738 93 w v —v ^ v co -- - 9 v -- oq - ---- - ----------- N n --- O- rn x 00 0 Q N ----�'10 0^N H - --- ----- 14 N II -- - ----- - ----- -----fin °? II - ---- UON II ----ONz ---- ---- + �? O - --------U�n --- =p-- 0 n FINISHED -----�� >-- GRADE - ----- x 11 p z z - ----------�Q — — - ---- OV> vlQ II?? x(n w Lu VI 00 co I (nNX't OD { I EXISTING GROUND EX. 4" PI { { II I I CROSSING { I I L=150' S=0.60% D=8" r-- . Lj CONNECT TO EXISTING SEWER MANHOLE EX. 8" INV OUT=2742.86' (FIELD VERIFY PRIOR TO CONSTRUCTION) 0+00 10+50 11+00 11+50 SEWER LINE'C' PLAN AND PROFILE STA. 1 0+00 TO 1 2+00 �g5\0L F� ENSFO 0 20 40 80 120 `W1 16970 HORIZONTAL SCALE: 1" = 40' s 12-19-21 O VERTICAL SCALE: 1" = 5' �O�T�TFpF\pP� 2Q� �NNE M. GAP YJ JWE >�oC �N3 00 00 o� �o - x� �v v m '° V O am Ev �o u Z a 0 B-2 Id„ti 2765 2760 2755 2750 2745 2740 2738 CD 3 0 a w 3 Z w V1 O U � u 0 0 N N z z J w z w DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: C17 LLC 4824 W FAIRVIEW AVE BOISE, ID 83706 Z 0 F_ U m Z) LL 0 Lu V)Z J 0 0 0 U ul 0 C) Q coM Q 0i D W N Z 0 u LU Q 0 d d Lu U a E > (� Lu 0 Q g z Z Lu — J Lu Lu Cn L J L Lu p[ c/1 Cam_ G d C Lu CL CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C5.0 0 LLJ 0 a J 9 V) V) ct Ld X Ld O F- F- ZO U F of O w N z H w o _o U 0 0 O W Ld w ct O F- U o 0 G- w r Q J N Y O Ld V) U LL Ir w G- o d Ld N Ld D ct F- cn J J ct O 3 w U N N N H of r o 0 U n NOTES 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. KEYNOTES O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. O POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. N TSITE KEY - - 1"=250' �77771 r- 'PI 4" ,4•'PI - - •'PI - - �4-,PI- - - „PI - - -4PI - "PI - - - 4"PI 0 • • BLOCK 4 82 83 84 85 86 87 88 89 90 91 92 > w w w w w w w w w w w 79 80 a 81 c) c� c� c) c) c� L) 0 c) 0 0 > > > > > > > > > > > w �Oo 0_Oo 0_Oo Koo Ko0 W>o0 W> o >W oo Saoin d'a0N W O Z W7,- WtO �- WtO N' w��[1- w��[1- wt0 �' w��[1- w7�� w7 M- w�N' wQ Qa0 NOW O m000 �0�Lo N.0 Of N NO)o)O V) mr NOm� N rnN Nt0 Oi0 NtOQM V)—�f�0 NJ d'�NO KENO 0_O NO) ��NO KON01 W+N00 KrNp6 W+N00 d'10 N oO 0=00 LO 00 �m� W O w+ II w+ II a w+ II a w+ II w+ II w+ II w+ II w+ II w+ II w+ II µ w+ II ??_xr 3NxI. N=r ")xr ")=r �FN CaI�HN CaI�H(4 wN c" C4 N ��N �FN w�HN ¢ V)II t911 NII C7 II NIIO II VI IIO 11 V)IIO 11 Vl IIO II NIIO 0 NIIO 0 NII t911 v)IIO II III C9 II ¢z> ¢z> ¢z, ¢Z> ¢z> ¢z, ¢Z> ¢Z> ¢z> ¢z> ¢Z> �I �n �wz �wz �wz �wz - �wz - �wz - �wz - �wz <wz - <wz �wz 1 Q A J V) J V) J Q N J Q N J (/ I J V) J ( /) J Q U 1 J 't V) J N J 2 2 2 2 2 2 2 2 2 2 2 8'W 8"W _ _ - E GALLEON LANE (PVT)_ -10+00— -—11+00� 12+00- SSMH B-1- 13+00 - - 14+00 -SSMH B-2 93 �SS SSMH A-1 (EX) <8"SS s <8"S 73s, TT-12 2 2 2 2 woo't wooer wOoN w000 wood, wooM wooer wood, wooNSSMH B-3 U N N U <0 in O1 U r U <0 V) 't U 1p V) — U O V) cn U N t0 U O u) r) U V) I �Noo �-66 °)orn >Norn >-6"; > - 6 6 >ooao >-6 6 >ooao SSMH C-4 94 �N woo wl) woo 0_t w0) 0=0 ? 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FINISHED --- --- GRADE-- --- ----- ---- ----- ----------- N > > ----- ----- ----- ----- ----- ----- ----- -- --- --.0]� w(n W a0ro a0 =II IIZ Z Q m r > > r N > ---------- ------------ --- ---- --- - ------------ ------------ ------------- - ------------- ---------------- WF- �e a ----- v naro m --------------- ------------ --------------- --------------- --------------- --------------- --------------- --------------- -- NHx -- V) ¢ II z z --- V) E 00 00 --- - m II II z f -. (nV) W 00 �If If I f — — — — — — EXISTING GROUND --_ - - - - - F7[ — — — — — — — — — — — — — — --- -- -- 1l �I �I II �I II 1 f s=oso% D=8" 5,3.29% If If 1f L% CONNECT TO EXISTING SEWER MANHOLE EX. 8" INV OUT=2734.59' (FIELD VERIFY PRIOR TO CONSTRUCTION) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SEWER LINE W PLAN AND PROFILE STA. 1 0+00 TO 1 5+00 2770 2765 2760 2755 2750 2745 2740 2735 2730 N �g5\OIL ENSF� 16970 12-19-21 �OST�TFOF\DP' 0 20 40 80 120 MVE M GAP HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' JWE >�oC �N3 00 00 o� �o - x� �v N ED �° O� UO am Ev �o u a 3 a w 3 Z w V1 O U � uo0 m N _ N o z w z lo� DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: C17 LLC 4824 W FAIRVIEW AVE BOISE, ID 83706 Z O U m Z) O Z V) w Z Z J O O w > L z m Z 0 d Q w N w O w Q 0 d Lu Cl- EL E i m < 0 w c~il a Z_ Q Z wLLJ J w w cn w^ V 1 � C� G d w d CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C5.1 9 \0 L F ,_ w, �11� ENS"zb IMPRESSIVE EAST RIDGE SUB NO. 1 , Y 16970 1 S 12-19-21 po' -- -- — -- -- q — -- -- -- — -- — -- -- NNEM.G� 4"Fjl 4"PI 4"PI •"PI 4"�I 4"PIl 4"PI "PI 4 PI �• o BLOCK 4 I 8 BLOCK 4 I 0 25 50 100 150 I a -I 7S 76 77 78 79 80 Z 81 82 83 84 85 86 87 88 89 90 91 92 6_ SCALE: 1" = 50' 2 o t106LF 8" PVC 4 _ W l E 10, J 3 g "I 7 2 t9LF 6" PVC 3 3 39 t43LF 8" PVC �� O 8 S 9 9 9 9 Azipi 9 9 9 9 9 rn �� 101 �m �� WATER NOTES0- 7q — t166LF 8° PVC— — — t128LF B" PVC — EGALLEON LANE(PVT) — t339LF 8" PVC — — 9 93 S' <8'SS SS ooSPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400.t19 6 9 9 9 9 9 ?t38LF 8" PVC735 942. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3.t46LF 8" PVC 3 3 3 3 3 2 5 g 3 I 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER ou' 4 MERIDIAN SD-W6. 110 109 108 107 106 105 104 103 102 101 100 99 gg 4 4. COVER OVER WATER MAIN SHALL BE 4 FEET. , 9 I t9LF 6" PVC 9 t9LF 6" PVCIE 95 5. WATER SERVICE PIGTAILS FOR LOTS ALONG COMMON DRIVES SHALL BE 72 BLOCK 4 EXTENDED 10 FEET BEYOND THE COMMON DRIVE. 8 ♦ + + t PI 6. METER SETTERS FOR LOTS 61/62, 75/76, AND 91/92 BLOCK 4 SHALL BE 4 PI — 4" I — — _ 4I_PI — — 4" I— _ —4"PI — 4"PI — — PI _ — ±130LF 8" PVC LABELED WITH LOT AND BLOCK NUMBER. F • • • • • • • • • • • a ¢� ao Z 96 w IMPRESSIVE EAST RIDGE SUB NO. 2 9 71 BLOCK 4 3 l a 2 * 112 113 I a 3 9 BLOCK 4 I KEYNOTES g BLOCK 4 9 1 97 I O REMOVE EXISTING BLOW -OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. a N t117LF 8" PVC o BLOW -OFF ASSEMBLY MAY BE RELOCATED. w �I 70 3 _ _ a z INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER PER CITY OF MERIDIAN SD-W1 0 3 3 9 7 1 a + O AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. L w 0 0 3O INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN 0 o a — M — — M M — — M SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. o N 6 -E ZEMO LANE (PVT)- S S s S SS SS 3 w 69 I — — ® 8x6 TEE a g SO � - 6" GATE VALVEALVE (F (FLGxMJ) z 6" WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. 9 I 51 - / OS 45' ELBOW (MJxMJ) 68 3 3 • a a n O z NI / / '� 6 8x8 TEE (FLGxFLG) � � w t179LF 8" PVC I I/// O 8" GATE VALVE (FLGxMJ) / / \ DESIGNED: C. GRAHAM 9 52 - / / \ ® POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1. 9 I• _ � / / � V� DRAWN: C. GRAHAM 67 ♦ / \ \\ O9 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET CO.1. /*.ell // -0\ CHECKED: C. GRAHAM a I BLOCK 4 - / / \ \ APPROVED: C. GRAHAM 53A3 I• - 66 Z E:I PREC RED COR: 3 a 0 q 4824 W FAIRVIEW AVE tsLF 6" PVC / BOISE, ID 83706 ~ 54 • I ////� 9 - Z 6 5 t147LF 8" PVC 55 - ♦ . t _ d Z M V) • / oO ♦ _— C 00 9 3 _ /P W Z 64 rn / / id ��� V) 9 it ♦ / /� w Z Z 3 9 56 • - /// / / W — 5 t26LF 8" PVC t83LF B" PVC ❑ // a I 63 1 1 A, S7 _ — / — �� — ILL W W m a Z 0191 E BERGHAN LANE (PVT)— — SS SS • Lu cn J S 4 / W Z 62 9 O W ce I 3 3 10 C) W W 60 I a q�l Q Q BLOCK 4 59 SS01 \ � d O W61 \ Z — W TOE T0� • • TOE • • TOE • • TO > d id d id d id d id id id W un L) Ln LLJ � L o ❑LLJ EGEP Ec DC EG EG EG EG EG E�G E�G E�G E�G E�G E— EGEP EGEP — CSW PROJECT NO, 19013 E LAKE HAZEL ROAD DRAWING DATE 12/19/2021 C6.0 9 �g5\0L F� ��GENS VFO ti� N Cs. t3OLF 4" PVC SLEEVED 269701 THROUGH C900 PVC IMPRESSIVE EAST RIDGE SUB NO. 1 ST O 5 t305LF 4" PVC 5 S p t596LF 4" PVC 4 �O,Q7�TFpF\O� \ NE M.G P 1 6 I — — 4"PI — — 4"PI "PI —�1— 4"— 2 — 4"PI — — 4"PI — — "PI — —v4: 'PI — — 0 25 50 100 150 0 2 2 2 2 2 I 2 2 2 2 2 2 2 I SCALE: 1" = 50' 7S 76 77 78 79 80 z 81 82 83 84 85 86 87 88 89 90 91 92 o a C BLOCK 4 � BLOCK 4 � � �I I co \ ` \ X 2 N t223LF 4" PVC m L 3 ` IRRIGATION NOTES o o 0-74 01 — — — — — E GALLEON LANE (PVT) — — — — 93 a p� E 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT L 2 � IN WHICH THE PROJECT IS LOCATED. o� 73 94 I 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS 3 BLOCK 4 I I WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN I _ ACCORDANCE WITH ISPWC REQUIREMENTS. 110 109 108 107 106 105 104 103 102 101 100 99 98 I 3. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL BE SERVED BY A _ I t98LF 4" PVC 2 PERENNIAL WELL THAT WAS INSTALLED IN PHASE 1 THAT WILL PROVIDE A 95 YEAR-ROUND SOURCE OF IRRIGATION WATER. THE SYSTEM WILL BE OWNED AND 72 N 5 2 2 3 3 3 3 3 3 3 3 3 3 z 5 MAINTAINED BY THE IMPRESSIVE EAST RIDGE SUBDIVISION COMMUNITY O I ASSOCIATION. a z PI —A"Pi "PI — -4"PI — — 4 PI — 3 6 t107LF 4" PVC 1 Y 96 • 1 0 71 5 I 2 2 IMPRESSIVE EAST RIDGE SUB NO. 2 0 s 3 - t48LF 4" PVC SLEEVED I I BLOCK 4 I a la THROUGH C900 PVC KEYNOTES 112 113 I a I lO CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN. a BLOCK 4 97 • z 0 70 NI BLOCK4 0- O2 INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. a L a TAP EXISTING PI MAIN AND INSTALL 3/4" PI SERVICE LINE AND 4" VALVE N al BOX PER ISPWC SD-901. o iJ M M M M • ® 90' ELBOW (MJxMJ) z 69 EZEMO LANE (PVT)- S — S s S I SS SS 3 �5 4" GATE VALVE (FLGxMJ) S 0 _ / 3 ®®® � I Id b Sg 'Lj _ © 4" TEE (MJxMJxMJ) —11 I • / z I_ 51 - • • - w 68 3 a DESIGNED: C. GRAHAM BLOCK4 � �� �'// � • DRAWN: C. GRAHAM 52 I • / V CHECKED: C. GRAHAM 67 I / / / b b -0 APPROVED: C. GRAHAM 3 la \ • �o// / `� PREPARED FOR: 53 3 I • _ Cl 7 LLC 4824 W FAIRVIEW AVE 66 z al v 3 a m BOISE, ID 83706 o / Z 54 - • O 3 B. m 65 U� D 55 • - - • �' d — z Z Z 64 I c Ln > 56 3 I • • 'i' O N Z J a LL Q O 63S7 Ln _E BERGHAN LANE (PVT) W W Z S§ Sq SS SS • �- w V 62 -.ate � � W 3 / d oC > — Q O w c~n a af 60 BLOCK 4 59 58 I \ a O W 2 ( n \\ Z CA 3 3 3 ' > af P J W TOE roL/ • • roE • • TOE • • ro N N Id Id Id Id d Id Id Id Id Id L LLJ 15 L ^W 0 ❑ EGEp EG EFE EFE EFE � EFEG E E G' E G E G E G� E G EGEp EGEp CSW PROJECT NO, 19013 DRAWING DATE 12/19/2021 C7.0 0 Ld 0 a J 9 Ld ct x w 0 3 F- Z w F- z O U F of O H W F- H N Z N H LL O O a U L� 0 O 0 0 L Ld w ct F- U o w z Q J J N Y (if O Ld v) J U LL O o ct a Ld - v) z z ct Ld z cn Y ct O 3 W U N O N H U of r o 0 U R 10' UTILITY 26.00' PRIVATE STREET L EASEMENT 25.00' BACK-TO-BACK 2 1/2" ASPHALT PAVEMENT I 4" OF COMPACTED 3/4" 2' CRUSHED AGGREGATE TYP BASE COURSE 2% 14" OF COMPACTED 6" MINUS PIT RUN SUBBASE COMPACTED SUBGRADE NOTE 1. INSTALL 6 LANDSCAP 2. INSTALL 3 CURB AND GUTTER SEE NOTE. 2% a a a a as o a o�o " VERTICAL CURB AND GUTTER PER ACHD SD-701 ADJACENT TO ALL COMMON LOTS AND E AREAS. ROLLED CURB AND GUTTER PER ACHD SD-702 ADJACENT TO ALL RESIDENTIAL LOTS. PRIVATE STREET TYPICAL SECTION 1 SCALE: NOT TO SCALE 4" OF COMPACTED 3/4" CRUSHED AGGREGATE BASE COURSE 14" COMPACTED 6" MINUS PIT RUN SUBBASE �////VI/ �������� COMPACTED SUBGRADE TYPICAL ASPHALT SECTION (LOCAL STREET) r2 SCALE: NOT TO SCALE C$ o 8" THICK CONCRETE RIBBON CURB (TYP.) 12" TYP. 20.00' 2% —. R I 3' CONCRETE VALLEY GUTTER ASPHALT PARKING ASPHALT x ROADWAY t- 0 o a a a a a a ave °tea 6" OF 3/4" CRUSHED AGGREGATE BASE T CONCRETE VALLEY GUTTER 3 SCALE: NOT TO SCALE C$.O 2 1/2" ASPHALT PAVEMENT \-10" OF COMPACTED 3/4" CRUSHED AGGREGATE BASE COURSE COMMON DRIVE TYPICAL SECTION 4 SCALE: NOT TO SCALE C8.0 5' LANDSCAPE BUFFER SEE PLAN �g5\OL F� �\GENSFO � vri 16970 12-19-21 �OST�TF OF \OPT ��NNE M. 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