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CC - Construction Drawings p w SHEET INDEX . I L F i m IMPROVEMENT PLANS FOR Quo`` N-moo o CO.O COVER SHEET CALL BEFORE YOU DIG a_ C0.1 NOTES ' EDINGTON COMMONS SUBDIVISION NO. 2 -26-2 � C1.0 FINAL PLAT SHEET 1 � CALL DIGLINE INC. 8-26-21 C2.0 OVERALL SITE/UTILITY PLAN PRIOR TO COMMENCING LOCATED IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 36 � s�qT Pxo C3.0 GRADING PLAN 3 UNDERGROUND WORK TOWNSHIP 4 NORTH RANGE 1 WEST B.M. v�A000 ` O'�'i FOF0 PAP ILnowvuitat'shelow. Ing (208) 342-1585 SPO��SCN NNE cn C4.0 14TH/CROSSWIND PLAN AND PROFILE Call aefora you dig. ADA COUNTY, IDAHO to C4.1 15TH/WOODPINE PLAN AND PROFILE 2021 U C5.0 SEWER LINE A PLAN AND PROFILE C5.1 SEWER LINE B+C+D PLAN AND PROFILE rn U) C6.0 WATER PLAN Y C7.0 STREET LIGHT PLAN z 0 C8.0 TYPICAL DETAILS N z C8.1 STORM DRAIN DETAILS J 11 I o J L LI I I I I IW USTICK� RD a to � O � Q) 00 0 25 50 100 150 u uJ I 0) ® F X p c z p rn co Ld SCALE: 1" = 50' � o o U) " 00 o w ro ra �j VICINITY MAP U ��IIJJ SCALE: 1"=1000' � LEGEND 1 w � — — SUBDIVISION BOUNDARY EDINGTON COMMONS SUBDIVISION NO. 1 w PUBLIC RIGHT-OF-WAY — — ROAD CENTERLINE 26 DEVELOPER LU 0 LOT LINE o BLOCK 3 G20 LLC ZERO SETBACK LOT LINE PO Box 593 � BLOCK 1 z I 3 LOT NUMBER EAGLE, ID 83616 2 7 (208) 336-5355 w LAREN®CONGERGROUP.COM o CURB AND GUTTER 1 12 1 3 14 15 16 17 0 U U) 8"SS> SEWER MAIN 1 28 CIVIL ENGINEER w g"W WATER MAIN o0 0_ 1 CORINNE GRAHAM, PE <12"Sp STORM DRAIN PIPE CIVIL SITE WORKS LLC 0 29 I PO BOX 6059 O w FIRE HYDRANT plgj'gOg83804 o SINGLE WATER METER/SERVICE 1 0-1 W WOODPINE ST CGRAHAM®CSWENGINEERING.COM U N LU LU z DOUBLE WATER METER/SERVICE 1 w .O. 2" BLOW-OFF ASSEMBLY Q B U) io SURVEYOR w KEVIN BORAH, PLS ® GATE VALVE 1 1 SA 030T SURVEYINGLAND S. WASHIINGTON AVE. O 4 4�4 W% &.4 64 WATER FITTINGS EMMETT, ID 83617 z o � SEWER MANHOLE — — — — 1 2 (2os ass-s1o4 0 v ® CURB INLET 1 4 5 6 7 8 0 5D STORM DRAIN MANHOLE 16 � 1 ® MONITORING WELL BLOCK 4 z 3 BLOCK 5 1 SURVEY DATUM DESIGNED: C. GRAHAM = HORIZONTAL DATUM BASED ON ADA COUNTY GIS. O ERR Q DRAWN: C. GRAHAM GRAVITY IRRIGATION BOX 1 V) I INFILTRATION WINDOW 17 w — — 9 CHECKED: C. GRAHAM Z) - 4 ALL ELEVATIONS SHOWN ARE NORTH AMERICAN BARRICADES Q w APPROVED: C. GRAHAM z I VERTICAL DATUM OF 1988 (NAVD 88). z X T STREET SIGNS � Q 1 7 1 o STREET LIGHT I p 18 I 5 L 1 PREPARED FOR: 0 o�� PROPOSED MAJOR CONTOUR 5 � r 16 1 5 14 1 3 12 1 1 10 ��63 ( ') z 1 3: G20 LLC ��262a�� PROPOSED MINOR CONTOUR (1') 1 z PO BOX 593 z — i2g30/ EXISTING MAJOR CONTOUR (5') 19 1 6 EAGLE, ID 83616 Q _ i262a/ EXISTING MINOR CONTOUR (1') 24 IDAHO POWER INFORMATION 2.00% DRAINAGE ARROW WITH PERCENT SLOPE BLOCK 2 7 i 0 PROJECT CONTACT: SOPHIA DURHAM (V 1 20 — — — W CROSSWIND ST — (208) 336-5355 EXT. 4 Y 1 SOPHIA©CONGERGROUP.COM O o- 8 w I NO FUTURE PHASES z 21 I I z PRESSURE IRRIGATION PUMP STATION PREVIOUSLY INSTALLED - I 0 0 1 NO POLE REMOVAL REQUIRED Ln Q O I 22 21 20 19 18 17 16 15 14 13 12 11 10 9 �� I Ld 0 w � BLOCK 5 1 co w 23 ZD W w Ln L I — — zCD ww I W z 0 � G W c Ocn G Q z SITE DATA Z U_ cn O J NOTICE TO CONTRACTORS ADA COUNTY PARCEL #SO436336054 U Z J CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SITE AREA = f5.75 ACRES Z 0 cn CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF LAND USE ZONE: R-15 0 Q0 3: CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; M THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE NUMBER AREA � V TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO Z J DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF RESIDENTIAL LOTS 46 3.83 AC 66.6% MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE �,t$ mr�►r1 0 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY COMMON DRIVES 1 0.08 AC 1 .4% AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE °^,'0°&°°`°°"'° °°°'°.'°`�'P`°'��°°^' LLJ o ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR LANDSCAPE COMMON LOTS 8 0.51 AC 8.9% cli UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM •}� CSW PROJECT NO. 21004 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING '+'•F PUBLIC RIGHT-OF-WAY N/A 1 .33 AC 23.1% DRAWING DATE 08/26/2021 OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. �•g TOTAL 55 5.75 AC 100% O ❑i . . 0 55�OI�WL F�, ~ GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL � �- ENSFO m=O CONFORM TO THE PROJECT ESC. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. � 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 16970 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 8-26-21 SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING AND EXISTING PAVEMENT MARKINGS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE C �� v REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. 9TFOF`�p .ZP BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. NE M GAP 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND �_ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. N SITUATION IS RESOLVED. Y# U) SITUATION PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. i p 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 3: TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD � GEOTECHNICAL REPORT. SD-709. o V) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO u START OF WORK. ' D 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. c U 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. o w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR 24 HOUR PRIOR NOTICE. 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE N M c: O ( ) 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION PLANS AND CONFORM TO THE ISPWC SECTION 801. � � �,M OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY X Q c z 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 15. PAVEMENT SECTION BASE COURSE SHALL BE 3 4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON O 3 a' NOT OPEN OR CLOSE WATER VALVES. / m w THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. THE PLANS AND CONFORM TO THE ISPWC SECTION 802. U) u 00 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 GRAVELa m E o 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED w 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. w MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE ON THE PLANS. fu L. z NO. 1. 0) bi 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 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 w 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 WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. a_ 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 w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE CONSTRUCTION PLANS. PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 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 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND a PRIOR TO CONSTRUCTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. ° BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA cn 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). 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM REPLACE THE ENTIRE ROADWAY SURFACE. zTHE 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 0 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL o 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE w U) 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 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE o0 0 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS THE WASTEWATER RULES (IDAPA 58.01.16). BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. z ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. o z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION a o w 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 BEGINS. DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL � QUALITY (IDEA). 19. INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS WEEKEND WORK. DISRUPTION SHALL OCCUR ° z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE NO EARLIER THAN FRIDAY AT 10PM AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5AM. THE CONTRACTOR z 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 SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK w = AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. FOR REVIEW. DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD RESERVES THE RIGHT TO MODIFY ~ 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS THE REQUESTED DATES FOR THE SCHEDULED OUTAGE. CONTACT BRIAN FROBERG AT 208-941-9132 OR BRIAN THIES AT O OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 208-484-3926 TO SCHEDULE WORK. z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 20. ABANDONED TEST BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE p IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE o RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO v PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE z V= 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH Lu EsDISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY COMPACTION TESTS. AND REGULATION. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL PRESSURE IRRIGATION Li APPROVAL IS GIVEN TO THE PROJECT. DRAWN: C. GRAHAM 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS SEWER 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CHECKED: C. GRAHAM Ld RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS CONSTRUCTED. APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE z DRAWINGS. PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND THE CITY OF MERIDIAN WATER DEPARTMENT. PREPARED FOR: 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND o NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT G20 LLC 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PO BOX 593 Ld al� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. EAGLE, ID 83616 z FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE ( 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS SANITARY SEWER, STORM DRAIN, Q CONSTRUCTION W SAT CONTRACTOR. R FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ OR EQUIVALENT SHALL BE OBTAINED BY HE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ci WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL N 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA U) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). • Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 O p COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 7 3: Z STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE Q ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF V) 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 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF j NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. THE WASTEWATER RULES (IDAPA 58.01.16). O z 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES w PROPERLY DISPOSED OF OFF SITE. 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE (/� Q HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN \ 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY MATERIALS TESTING & THE SEWER. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. /_ INSPECTION, INC. DATED MAY 14, 2019, FILE NO. B190770g. ce Ld 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR W 0 NON-POTABLE WATER. 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. m w THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. Ld 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE Q 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, LJJ cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFICATIONS AND DRAWINGS. PRIVATE ROADWAYS AND TRAVELWAYS. V) O COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN z � 0 I- CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE g CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND O oc� Z STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE W cn MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. 0 z GRADING/STORM DRAINAGE Z_ U) 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. O J ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY U PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY z DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE 7 O MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY L Y 48EIGHT HOURS PRIOR TO ANY CONSTRUCTION p 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY- . � M 3: DEPARTMENT ON SITE AT ALL TIMES. r , w 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO J DEPARTMENT. SCHEDULE INSPECTIONS. c� 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT 0 TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. w N O 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CSW PROJECT NO. 21004 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. DRAWING DATE 08/26/2021 c� GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS p 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 0 @ coo 1 6 W �_ m 2 O a_ J U_ F_ U) (n 0 LEGEND BOOK PAGE J SUBDIVISION BOUNDARY LINE PLAT SHOWING (� V) EDINGTON COMMONS SUBDIVISION NO. 2 � of LOT LINE % FOUND ALUMINUM CAP w ZERO LOT LINE(NO EASEMENT) ; FOUND BRASS�P A PORTION OF LAND LOCATED IN THE W112 SW114 SW114 OF SECTION 36 PLAT NOTES J W � E SECTIONAL LINE Qo FOUND 5/8"REBAR/CAP PLS 10561 OR A5 NOTED ■ o `n T. 4 N. R. 1 W. B.M. CITY OF MERIDIAN ADA COUNTY IDAHD 0 ----------- NEW EASEMENT LINE ❑ FOUND 1/2"REBAR/CAP PLS 2056I y J ■ ■ ■ ■ ■ 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE I5 � > - CENTERLINE SET 5/8"REBAR/CAP PLS 10561 2021 HEREBY RESERVED ALONG THE FOLLOWING. U -TEN(20)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED r 1 I r� I� N pp LL - - - - EXISTING DEED LINE SET 1/2"REBARICAP PLS 10561 -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND COMMON DRIVEWAYS OR A5 l••I O o � T O ACHD SIDEWALK EASEMENT INST. NO. 2021-xxxxx DEPICTED tD 0)tD ZO 5E7 BRASS PLUG PLS 10561 -THREE(3')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED 0 N J��yyl ACHO MASTER STORM DRAIN EASEMENT,SEE I LOT NUMBER m w .. V) NOTE 12 POB POINT OF BEGINNING A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: O U) v 0 p7 -TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED ) N ACHD SLOPE EASEMENT INST.NO.201$075550 -THREE(Y)FOOT WIDE SIDE LOT LINES OR AS DEPICTED m w i i (0 w 51/16 CORNER 5 SS°56'15"E o PL5 5291 1 I W - - - - - 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH L w / 48.0d - - - - - If I I I I I ! STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE 0) SECTION26 I f W 24 OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE COR. REC.2019-092670 I I I I f I a I SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 9 I I BLOCK 3 I ONE(1)YEAR, WHEN THE OPERATION,FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT , 2 - - . - - . - . . - . . BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A w I - - - - - 4 f 8 f 7 I 6 I 5 ! 4 3 2 I 1 ! I NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, " *-+ AGRICULTURAL FACILITY OR EXPANSION THEREOF." a_ I I I I I I I 1 11,78'1 � I I w ' N 00014'51"E I � 2S 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED I 10 I SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. D I EDINGTON COI MOMS SUBDIV SON NO. 1 I I I I I I 5$9°45'09", I a0.53' LU 1 BK 121,PGS 18954-56 $59°45' 9"E 249.34' 1 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN Q r - o - -- __ _ _ _ 0 0 1 I a COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. p I 1 - 38_00' 42.00' 32.00' 34,00' 4.84' 27.00' 23,50' j 26 j W r----'- -`� r----'-r r--- r----� ! 1 M I 5. LOT29, BLOCK 1, LOT23, BLOCK 2,LOT 17, BLOCK 3, LOTS 9 AND 17,BLOCK 4,AND LOTS 1,8 y f I BLOCK$ 3'{TYP) 20.5' �__S 89°45'09_E 100.51'_-� I I --�I 1 AND 22,BLOCK 5 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED m ! I I I o al bI al of W r- ---------------1 _ AND MAINTAINED BY EDINGTON COMMONS COMMUNITY ASSOCIATION,INC. 0 w a Zv . . ._.. . . - . . - - . - . I I I o q3 I al ql al `v o 4 27 v O I U] I I I aI I a l ql 9 Z N BLOCK 1 1 ! 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.2021-XXXXX, g O j I Ip W u.,! I WI WI wl N ° M! I q _ I I t i _ _ ., 1 a L_ S 89 45 09 E 100 48 co I2 I 1 10 1 I 1 Iq 12 13 I 1 14 1 1 15 I I 16 1 `T-- --`------ 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF a_ - -^-----`----^�! THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. J I 1+ a I I I I .ry rI I iI I I I = 2 a Q o - . . - . . - . i °v .J °a1 1 pl I al I °ql I� o I 1 o z z O f 1 v o 01 1 v l 1 a 1 1 v i m tit 1 25 I a l 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.2020-044056. O Z ZI Z1 ! �I I ZI o f *" ") I m 1 4 1 I 1 1 I I 3' p l a j S 84°45'09"E 100.45' 1 U w _ !1 ! 1 )I S L----------00,45' 10. A NON-EXCLUSIVE EASEMENT IS HERESY RESERVED TO THE GRANTOR AND EDINGTON COMMONS a L_-____ J L-_____-j L____J L�___J 13 I 1 1 e, COMMUNITY ASSOCIATION,INC. UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT IS O 38.00' 38.00' 42,00' 32.00' 34.00' �' 29 12.78' u o - • - f- - NOT COVERED BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR EDINGTON COMMONS COMMUNITY U) f - - - - - 1 a 190.34' ire 1 fn N 89°45'09""W 87.44' a! ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION p N N I a o o "' MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS z W. WOODPINE STREET w ' S 89°45'09"E 349.76' a _ _ _ _ _ _ _ _ _ _ _ _ IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH Q 4l1 O W. WDQDPINE STREET 225.84' 123.92' a THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE Z _ 14 C- o o I a o I COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,RIGHTS TO INSTALL, J f 1 ^+ ry 190.34' .o R I OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND LL_ 0 38.00' 38,00' 42.00' 32.00' 34.00' S 89°45'09"E 87.41' RELATED EQUIPMENT AND FACILITIES. I f 11 l ! z € 1 I 1 v �j 27 Z3.5' 10.0D' 1 N 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE O 15 I { 1 I 1 o 1 I o I 10 1 !o I _____________ RECORDED IN CONJUNCTION WITH THIS PLAT AND MA Y BE AMENDED FROM TIME TO TIME. Q I v a 4 I - S 89°45'09"E 100.39` o U I I o a 1 v a 1 1 0 12. LOT 23,BLOCK 2,IS SER VIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. S 89°45'09"E 190.34' 1 1 a BLOCK 4 1 1� 1 1q 1 g o 5 POB 0 -_ __ __ __ _ o _ 0 I Iq 4, „� w W 1 W 1 2 1 L6 THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE "' W 5.00, F-`----l�Q.(74'------� 23.50' 27.00' 4. 4 Iq = I i I I_ I p l y `�1 i n, � O ❑ 7 Z" 1 _ 2 I 3 I Irs 4 $ ! !t B 7 �I S 9 0 € ! EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015-103256,ADA COUNTY I., I i- - L-- {-------'---J RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER I v I v v er v a d rn W ______ ( DESIGNED: C. GRAHAM I I I6 o °q I I°p I I°q iq 1 1 S 89 45'09"E Itl0.36' I_ EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO O J 1 "' 1 ! I I q I Iv I I q v I I v - a a to ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT I5 FOR THE OPERATION Z i S 89°45'09"E 100.00` i !fl I� 11 z I Iz 1 Iz '"I !z 1 r, = 1 X a I 3 1 a l rn DRAWN: C. GRAHAM ti nj ^ AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. (n I I II I I c' cY N" q L__,________ J I CHECKED: C. GRAHAM 10'{TYP)-►� L _____ ______J ____ t" " ____ 13, THIS SUBDIVISION SHALL BE SUBJECT TO ACHD SIDEWALK EASEMENT PER INST. NO. XXXXXXX. w Lu �r S 89045'0 "E 78.00' 5 89-45'09"E 184.0 m ----o --� ! v 17 I� 1 I° -- 0 ai a •, 1 S 89 45`09""E 100,33' 1 _ APPROVED: C. GRAHAM rv� 1 M Z - 40,00, 38.00' 38,00' 38.00' 42,00' 32.00' 34.OD' n 1 0 1 4 a p 14.DIRECT LOT OR PARCEL ACCESS TO N. CINDER ROAD IS PROHIBITED. ZW r------- -------� r------ -------, r------� O L__S 89°45'09' E 100.00' 13" 7 YP o "z I i I UNPLATTEI] 10.5' I I 1 1 ( �+) f v ---------- *-I 15. LOTS 9-12,BLOCK 5, WILL TAKE ACCESS FROM LOTS,BLOCK 5. THESE COMMON DRIVEWAYS ARE U I I"_____________`-I I Y' I b o I I c� o i 1 o I I o o - 1 v p FOR THE PURPOSE OF INGRESS/EGRESS,AND SHALL CONTAIN BLANKET TYPE WATER,SEWER AND PREPARED FOR: I I Z W Ia a 1 Iq a i iv la q a1 ' --589°45'09"E I00.31'--� Q a f' y Q Q I Ig Q I f Q Io $ � I a I Q UTILITY EASEMENTS. THESE COMMON DRIVEWAYS/LQTS SHALL BE CONSTRUCTED IN ACCORDANCE O w v 1 18 a 1� an 12 -, I - I I . i i•, . v 1 0 l 14 WITH UDC 11-6C-3D AND 8E PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF G 2 0 L LC 1 Lu w I I Lu w 1 1 w I I w I I W '"1 M $ 1 M SUPPORTING 75,000 LSS.COMMON DRIVEWAYS/LOTS SHALL BE OWNED AND MAINTAINED BY PO BOX 593 IL t, I I ° I, [ I, = I I_ I I_ 1 !. i I L----- BLOCK S----- I EDINGTON COMMONS COMMUNITY ASSOCIATION,INC. w 1 ry I 5 89°45'09"E 100.00' 1 l a 15 r 1$ I 14 13 1 1� 12^ 1 1� 11 1 i� 10 I 1 1� 1 1� 11 a 1 1� I I� I ----o --� EAGLE ID 83616 W I z 1-. 27' 1 23.5' S 89 45�Ds'�F 10D.-28' , o o a I I° I I° 1 1 16. THIS SUBDIVISION IS SUBJECT TO THE EXISTING SETTLERS IRRIGATION DISTRICT LICENSE I-o a v a v a v 1 E Q I I a 10.5' 1 (� !13.50' 6 ; a AGREEMENT,INST. NO.2021-025084. Q r< �} D a l 19 I$ M IZ Z Iz Z Z I iZ I I� 1 rj U I 1 M 73.5' 1 27' ? j 1 !T3 (TYP) L----------------- UI O W 589°4509"E 100,00' L___-___ ___�__J L______ ______J L__-�_ J L__ _J L___T} 1 r- J L....... --- -- } 40.00' 38.00' 38.00` 38.00' 42,00' 32.00' 25.84' C9 1 S 89°45'09"E 1 d2.b2'��r 10,(TYp) N SURVEYOR'S NARRATIVE J N 3.1' o ! BLOCK 2 ^ ' 258.18' �� 7 O a f z °�°I 20 `r' - -Q - - S 89�45 09 E 295.67 _ - -�' O_ r 1 THIS SUBDIVISION PLAT IS BEING CREATED AT THE RE UEST OF THE OWNER TO CREATE 'v --------�-_ _-� Q z 5 89°45'D9"E 1dd.00' I W. CROSSWIND STREET RESIDENTIAL BUILDING LOTS AND COMMON LOTS. a `^ S 89°45'09""E 124.41' a THIS SUBDIVISION 15 A PORTION OF THE PARCEL SHOWN ON RECORD OF SURVEY NO. I_ I.0-10'(TYP) i 259.00' N cs G6 8 a 1I964,INST. NO. 2019-073473. 7 0 � 35.00' 32,00' 32.00' 32.00` 32.00' 32.00' 32,00, 32.00" C5 N 89°45'09"W 141.71' `�"I ` J ! a i� 21 j i L-----� r----� r----� F-----I F--- r ----� r----� r-- -� r ��- 1 32.00' 32.00' 32,00' 45,71' O > ! 1 1�° 1 1 1 1 1 1 1 1 3PJ P) 1 1 i i i i i i I{ j I F-----� r---- ----� ------ j, z REFERENCES U �`"}5 89°45_09"E 100.00 23.5 118.5' i� i- i- i I_ 1TI 1_ I I �h I I I I a i 1 i �cj.C rD��j ILA Q ry LL ---- ------ '� v o I lid I Ip I lir to O Iv Iv la a ❑ 1 Pq I I� o I IM RI) RECORD OF SURVEY NO. 12017, INST.NO.2019-092679 N ..y ti +- J --, ,•y Cry �1j f; 1 Q! q ti 11 Imo' I~ I� 1� I I~ I I I la I Iv �� 10561 w I w i i W 1 I w I l w I I W I I w 1 !w I I I I � ,.� I l v I I o I R2j RECORD OF SURVEY NO. P 1964, INST.NO.2019-0734 73 p 48' I v l 22 •� I v w w W 1 1 1 I I 1" 1 1�" 1 - w M I m 1 1 I ry 1 I= I i= 1= = = I_ 1 1_ 1 1= I IW I IW I 1w Iw Raj RECORD OF SURVEY NO.8705, INST.NO. 909147988 �+ I�r] I I!n i itin 1sn Iu1 4-t I €= I I' I I= I 1` 1 8116/21 O I o ! Mi I� ZI I I� 20 I !ry 19 Iv 18 ler 17 1� 16 I� 15 v� 14 ! I�� 13 ! 1� IZ 1 1 II I l 10 I I n I o I R5j RECORD OF SURVEY NO.2377, INST.NO.93096$0 m 1 S 89 --- E 1d0.dd' -� -, -, I .-, .-�I R6 RECORD OF SURVEY NO.2616, INST.NO.9378386 L____�_________ _J o Iaq I Iva I to i la Iv v v a a I !R I Iv I Iv I Ia I �ff W tl 1 a Iv I !a I Iq I ID I Io 1 1a la q I Iq I 10 I to I to I lv I R7) RECORD OF SURVEY NO. 12286, INST.NO.2020-043452 Alb .. o ! I I I I I I I I I Ia Io v IQ a a ! !q v a z z z z z I I z I I z 1 z l z 1 1 a 1 1 a l q i i q i R8) RECORD OF SURVEY NO. 12537, INST.NO.2020-130890 W ! �� yy // y// 1 I I I I I I I I N 1J (A Q yy/23�/ yyr. f 1 I I I I I I 3' TYP)' i 1 1 IZ 1 IZ I !Z I R9j EDINGTON COMMONS SUBDIVISION NO. 1,BOOK 121,PAGES 18954-56 I ! I I 1 1 I RIO) WARRANTY DEED INST.NO.2021-023846 (n O a+ / � y o 13' 1 I I I j*1 1 1 ! f I R11) RIGHT OF WAY DEEP]lAfST. NO- 1tl$109608 (n I o 25.dD' % y/16.02'/%///� L_____J L____J L____ f [ ____J L____J L __�}J L __- J L____� 1 ____J L___-� L___-� L___-� L_____J 7 23.50' 18.50' 18.1 35.01_ 32.01' 32.00' 32.01' 32.00' 32.0I' 32.tltl' 32.tlI 32.00' 32.02' 32.00' 32.d1' 45.62' _� _ _ _ O J Z PLS 5291 N 88°46"D$" W 617.88' o w I ~NO CAP ce j 2030 S. WASHINGTON AVE. L J z UNPLATTED a f i I EMMETT, ID 83617 z Z SCALE r �� (208) 398-8I04 O u- U 50 0 25 50 100 FAX (208) 398-8I05 U z PLS 5291K y 00F/j � ` 0 � SOUTHWEST CORNER Y i COR. REC. 109109699 (FEET) O � 35I36 T --- '_` I INCH=50 FT. W2/1PLS�2087 Lend�unieying, LLC WWW.SAWTOOTHLS.COM m w 2 1 --- --- --- --- --- --- --- --- --- --- ___ CP&F70I7-170067 36 W. USTICK RD. S 88°4245"E 1331,26' --- --- --- - _�� SHEET. DATE: DRAWN BY: CHECKED 8Y: 706#: DWG#: V --�--- VVV 1 1 DF3 $12021 KB/AR KB 19292 19292-FP2 z J_ >_ Q U �..0 N N CSW PROJECT NO. 21004 DRAWING DATE 08/26/2021 C� w O 0 cl ■ O m oF� GE SF� W S -�� — — 16970 N 8-26-21 s I � 'NVE M.GAP I w REMOVE EXISTING BLOW-OFF U CONNECT TO EXISTING 8" J I � I — / � AND CONNECT TO EXISTING 0 20 40 80 120 Fn SANITARY SEWER MAIN / 8" WATER MAIN V) I w \ _\ — `� - - - - - --- i 0 cn — — — — — — I I I SCALE: 1" = 40' \ 26 / I II II - - - - - - - - - - > I I I I I BLOCK 3 I I I I I � - - - - - - - - - � �, U 27 KEYNOTES L m o i I I I I I I I I I I i BLOCK � I �](� � M °� � O � � M �, I I I I I I I I ; I x c: 1D - - - - - a) o — I 1 12 13 1 1 14 1 I 1 5 I I 16 I 1 7 L — — — — — — _ O INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE WITH O "' 3 — — — — — MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND D103.6. m0 U) u o g I I I I cf) I °D + INSTALL PER ACHD SD-1114 AND MUTCD STANDARDS. a @� N w Oo fi REMOVE EXISTING BLOW-OFF I I I SEWER LINE 'C' I I 1 1 I 28 ro I m AND CONNECT TO EXISTING I I I SEE SHEET C5.1 I I 1 1 °• I I 1 Z 8" WATER MAIN I 1 1 1 1 I I I I I — fo L I W — IL — - - - — J L — — L J L_ _ � ° - - - - - - \ I 29 CONNECT TO EXISTING 8" WATER MAIN , cNn c� I W 8„W 8„W w a- — I �B.O* W WOODPINE ST — — I — — w I — s SAS I <8"SS s Tr n Lu o \ \ a I Ir - - - - — � F- - - - F— F . 1 0 REMOVE EXISTING BLOW-OFF I CONNECT TO EXISTING 8" I I I I I I I ' z CONNECT TO EXISTING 8" — AND CONNECT TO EXISTING I I I SEWER LINE 'A' I — — — — — — — — — LLJm SANITARY SEWER MAIN SANITARY SEWER MAIN SEE SHEET C5.0 I s w + c� 8" WATER MAIN 1 I I 1 1 z I I I I I I I I 1 1 > I 4 5 I I 6 I I 7I I 8I _ L - - - - _2.o _ _ _ _ _ _— _—BL__OC_16o _K �I gwcn cn 5 0 z W I I I BIOSWALE #1 z I 3 0i Illd\ I I I II J BLOCK 4 o _ - - - - - - i - - - -�L — L - - - w-1 L — J N m � o Lij z 17 W L - - - - - - - - - J I � / I - - - - - - - -I r — II I — I I- - —II rI I n \Ln / N L - - - - 4 — LLJI - - - -� - - - - 00 1 Q r � BIOSWALE #2 � - - - - - - 7o O cc� I I I I I I I I I I 1 1 ° °° I I o I 1 18 z I I I I I I I I I I I I I 5 1 0 > ° I I 16 15 I I 14 13 I I 12 I I 11 I I 10 1 1 " L - - - - - - - - - J a I II II II II I I w o Z I I SEWER LINE 'B' I 1 1 I I I I I I I I 1 1 ° : 1 1 SEE SHEET C5.1 "' Of I I 19 I I I I I I I I I I I I I 6 I + DESIGNED: C. GRAHAM o I I I I z I I 1 I I I I I I 1 I I 1 1 ° L _ _ _ _ _ _ _ _ _ J + DRAWN: C. GRAHAM Li L_ _ _ _ _ J L _ _ _ _ _ _ J L- _ _ J _ _ J L _ _J 1 CHECKED: C. GRAHAM � I 24 L - - - - - - - - - J I r - - - - - - - - -o r , , �s o w I APPROVED: C. GRAHAM �` I BLOCK 2 I I / 7 o v, 1 I 20 o C) "' — — — W CROSSWIND ST— L - - - - - - - - - - -o I s 8"Ss> s"ss> s N PREPARED FOR: 0 O I I I + G20 LLC 0 � I I I PO BOX 593 Ld En _ _ _ _ _ _ _ EAGLE, ID 83616 >_ I 21 I f r r r r — a g I I I I I I I I I I I I I I I I I I I I I I � — —I - - -I F- - - -I � — — � L- - - - - - - - - - J n I I I I I I I I I I I I I I l + N � ° I I I I I I I I SEWER LINE 'A' r - - - - - - - - - -� I I I I I I I I SEE SHEET C5.0 1 1 I I I I I I I I I I I I I II II II II II II II I • 00 VERTICAL SAND FILTER #3 I 3 I I I I I I I I I I I I I I I I I I I I I II II II II II II II II O O I 22 I S °° I I 21 I I 20 I I 19 I I 18 I I 17 I I 16 I I 15 1 1 14 1 1 13 1 1 I I I I I I � � W I I I I I I I I I I I I I I I I I I i t 12 I I 11 I I 10 I I 9 Zcn I � II II II I II II II I Z O Z Z so ° 01 I I I I I I I BLOCK s I I I I I I I I I I I I I I o — — - - - - - - - - J L - - J L - - J L - - J L — — J > 0Ld o.. m I �, w CONSTRUCT 5' WIDE O -0 REMOVE EXISTING m C a_ CONCRETE SIDEWALK STUB 8" WATER MAIN CONCRETE DITCH Z) C J w FOR FUTURE TIE-INLn Q a Z:) O � z w w 1 I O oc Q Ln U) z z cr' O J Q U °C w Z O > O Y M 0 w V Z J_ C) QC) w N 0 N CSW PROJECT NO. 21004 DRAWING DATE 08/26/2021 C� O 0 C2m0 m ES 8 6 6701 CIA NNE M.GAP 1 2570 - 1 1 I I / cn I 1 I I I FG o- 257o FG d FG % FG a /- - ti� - - - - o / 1 I I \ ��o, ��p, gyp, - �o� �o� soh \ TPO-"Oo � 0 20 4o so 120 ��// s.1 s% \ ti - ti� - - ti� - -tip ti� JLL ;_I II _ I1Iw I 1 I I 2571 \ F 26 / wV) I 1 // BLOCK 3 C. . o�y� SCALE: 1 = 40' L1 NI 1 I �`' 27 c 0 � °' � z I N 1 1 �p.� BLOCK l N ABBREVIATIONS x o I 1 2 1 3 14 1 5 16 1 7 �� STRUCTURE TABLE °m w cn CL CENTERLINE O U) " 00 I I , Fo EG EXISTING GROUND STRUCTURE NAME: DETAILS: a m N w O ,• G 28 �' FFE FINISHED FLOOR ELEVATION w CA r I tK N I FG FINISHED GRADE CB #3A RIM=2569.54 N o� 12" INV OUT=2567.00(W) f FL FLOW LINE GRVL EDGE OF GRAVEL RIM=2569.54 29- 2571 2 HP HIGH POINT CB #3B 12" INV. IN=2566.86(E) s��, Fc INV INVERT 12" INV OUT=2566.86(W) 1 co I ® • ® ME MATCH EXISTING w O I ® 00 W WOODPINE ST c� ® RIM RIM ELEVATION RIM=2569.89 " - �> - I ® _ _ TRC TOP BACK OF ROLLED CURB 12" INV. IN=2566.18(E) x w I 2571 5 �m I� TVC TOP BACK OF VERTICAL CURB SDMH #3-1 12" INV OUT=2566.50(W) iX 1 I � Q 2571 �m 2`' � Qs � 1 TOA TOP OF ASPHALT 12" INV OUT=2566.18(S) o ® TOC TOP OF CONCRETE 1 I I RIM=2569.95Lu SG TRAP #3-1 12" INV. IN=2562571 6.10(N) a 2 �c 2s�, � 2571 �s�, Fc 18" INV OUT=2565.25(W) o 1 / I w m us�o '`o BLOCK 5 's�� Fo \ / I ti�� ss, 2 g 1 °� CB #1 z w NI ��`L Ak� o^ O RIM=2568.88' I 4 5 6 7 8 > 1 h p k' I 'Lh p� `l p C. M�Q25=1.55 CFS CB 2 Q z 1 N G h F Q100=2.16 CFS I # = o o N 16 I I RIM=2569.27' I �s� �s� GRADING NOTES a I 6.3276 + 1 BLOCK 4 Q25=1.47 CFS r ° c Fc o cID ~ � Q100=2.05 CFS 8 3 I �O• w g6 \ I 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES a � z / I PERMITS PRIOR TO STARTING WORK.S S v RETAINING WALL. SEE �� n h� \ '`� �OSI `� ,�8 '� ,�9 '`� >>> '`� ,�s `� ,�A `� �? • 8 / w _ \ I 0 6 c c c c �� o 0 DETAIL 5 SHEET C8.0 ti y� �, ti \ 8• x• 9• s• o• s• o �. o � m , •�O a G - - _ / ` � 2 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF N 1 7 �` / 9 - - s�o '`�c s�i Fo THE PROJECT GEOTECHNICAL REPORT. w \ 2 S _ / r 00`'� N // BIOSWALE #1 / 2��1.// BIOSWALE #2 \I �" 4 O" a TOP DIMS=14'x162' TOP DIMS=14'x185' N 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION z 17 BOTTOM DIMS=2'x15O' BOTTOM DIMS=2'x173' ,yh�p \ AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. w 1 / 60' DEPTH=2.0' 4 0 �p �g1 BLOCK 2 g I DEPTH=2.0' W p� ti �, a°I 100-YR VOL=1,938 CF 100-YR VOL=2,760 CF �° Tc �5�, Fc 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY o_ W I �, 18 �` SEE DETAIL 6 SHEET C8.0 SEE DETAIL 6 SHEET Cs.O �8. 5 sR BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT F ? I PROPERTY. o O I 6•90% ��p I � 16 15 14 13 12 11 10 1 1 `L o orJ o 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL 00 w yc,4 � ^0 / I �S ?S BE EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS REPLACED ANDLu a � °� c 6 >ssFRECOMPACTED.A"' FG /I N I DESIGNED: C. GRAHAM 0 z I �o I Fc, 1 9 D 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE DRAWN: C. GRAHAM Li y5 z 2S� �S� �S, �S, �S, �S) �S) �. Sri I WITH THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY 10 � G' Q6, G' QS G� Q9 c >, c �2 C �R C ? �' O, 2571 THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. CHECKED: C. GRAHAM 2 4 tih Q s• 2• �, �• �. 2S) �s � \ I' Ian - 0�6 = , ° e , s /s �sA c ,'s F� APPROVED: C. GRAHAM El - F I O 7 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. g c, Ln ® a GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED o h� G 20 F W CROSSWIND ST TI0 � / BORROW SOURCES. GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 91)71 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE PREPARED FOR: 9.119b ,\o` I 2571 m O 2 �, GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. G 2O LLC I I ,� `� �p`� o S RX• 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE PO BOX 593 � 1 �� g`° r ti� � • 2 a a I a a, TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE n� I �° N FG N s'° �� s'° Tc s'° Tc �s�� c 2s�� c �s�� c �s�, �� s�, �c �s>> "c EAGLE, I D 83616 SITE AS SHOWN ON THE PLANS AND PER INSTRUCTION BY THE OWNER DEVELOPER, OR HAULED OFF >_ ti o i 21 .2 A 2 L., �s �s �s �s �s F SITE TO AN APPROVED LOCATION. R9• �B• `9°• °`t• �6'• A• 2• A, °, N r IQ O• G• �• 9- 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY co I THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR (lI N SDMH #3-1 �o� N N I OPERATION. CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER cn �p ��16 LF 12" PVC ® 0.50% ��, ±12 LF 12" PVC ® 5.91% N BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL O FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. 0 m \ 106 LF 12" Pvc ®�o.00% 22 ro I 21 20 19 18 17 16 1 5 14 1 3 Z � m 1 wl �h __� \ I 12 11 10 9 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, 1 I N ,�Ld r 2570 I MUD, ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE 7 0 Lo N L SYSTEM. 0 J \ / Epp` _ A� a BLOCK 5 I z 1 / 1 �p -- 23 `ram - CB 3A _ 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF - J w I w a ° Q25#0.95 CFS - - - - - - - - - 2572 - - - - - _ I �� ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION (/') Q 0 \ / - _ - - - - - - - _ - - - . Q100=1.32 CFS - - - - 2571 - - - - - _ - - - - - _ _ 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF ` �� - - - - _ - - - - - - - - - - - _ _-- - - - - - BOISE FOR REVIEW. ' 0_ Lu / - - - - - - Ld B O �s�o Fo �' F�, �s� F ?sue �s �s �� 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF W w F,G SG TRAP #3-1 8 ° o o Fo F F s� F. s� �s 2 Q 0 m i `9' i ?• 'sr- �S, SR, 'S� �' �sA �' �s �s F6' >> Fc S>> Fc �S>� Fc 1 �s� FI THE CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. m C � t 106 LF 18" PVC ® 0.00% s" o• s�• •s?• 'sA. •ss• I I �°°• � G Z w I I I I ±29 LF 12" PVC ® 0.50% \ / I I I 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY MTI INC. = VERTICAL SAND FILTER J3 CB #3B . / I� DATED AUGUST 7, 2018, PROJECT NO. B181107g. 0 Q ~ TREATMENT BED: 4'Wx100'Lx4'D Q25=0.29 CFS Zg1� 2S)� / I Q Ln PERCOLATION BED: 14.5'Wx100'Lx4'D Q100=0.41 CFS L L O 0 z I 100-YR STORAGE=2,319 z w SEE DETAIL 1 SHEET C8.1 0 0 w z z 0 Q cn R R O J Z U z 0 Z o <Y I PAD ELEVATED 4" ABOVE BACK OF 5' SIDEWALK SIDEWALK (MEASURED AT CENTER OF LOT) I O rr1 w V Z J W 0 N 10.00' 15.00' CSW PROJECT NO. 21004 U DRAWING DATE 08/26/2021 TYPICAL LOT GRADING DETAIL 1 0 U O SCALE: NOT TO SCALE C3.0 CIO KEYNOTES > a O��` �cENSF`O Q m Q ° 0 20 40 80 120 (D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO �(3 , �sj ° 16970 a_ PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. ° fob r Cc p — — ,�O . �9• a 2 HORIZONTAL SCALE: 1" = 40' 8-26-21 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH TRUNCATED 2 `L� z VERTICAL SCALE: 1" = 5' FOF`�p1O Q� DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED R=20.00' .Q� "TRAFFIC YELLOW". R=20.00' 8 LG 2570.32' 2 9 NNE M.GAP c 2 2570.32' LG °° 8 O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ° ° 25�0.350 ° - ® INSTALL SHALLOW DRAIN INLET PER ACHD SD-715. ° ° ° �40 cn p. S• , LIB O5 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II o BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE 0 �4R Cc �� N c� Sip Cc i RED/WHITE DIAGONAL DECALS. � � 1° J N R R. w � E w - - - - `L -W WOODPINE ST O © INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE 2S� ��' co - - EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM c °srs, Oa`l' I , o � O�� D L SITE KEY WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. �g'�oR G � N �01 �+� L o Q) 00 0 1"-250' O SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. °a ��9 �Qr 2570 O� o0 0 ° u� iO LL- Q C'M z ti0 Lc 35 / e ° ° p - v rn ® 5 FOOT CURB TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB 2 a a m w cn LG 2570.32' 8 cn AND GUTTER. 8 2570.32' LG o 2 a m w O INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL R=20.00' 2 I ° R=20.00' w STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM 2 O`cb 2 L w FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. sue° �c ��1 0) CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS ° 29, �G 4 PROHIBITED. a ° 1 cn 10 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES ° w PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED a_ "TRAFFIC YELLOW". N N w INTERSECTION DETAIL � z SCALE: 1 "=20' o w o z w 5 6 \ o z 5 U / 3 / [07- T - - - - - - - - - °9 �s�— � °�� - - / 4 I BLOCK 4 BIOSWALE #2 I ° \\ 1` o I I g o C) 20.00' COMMON w I DRIVE o BIOSWALE #1 I a o w 9 z BLOCK 5 I I u BLOCK N 1 16 15 14 13 12 11 10 'max o o w o C] rLh 1 1 GI FOR 9, r7 Z cn 26 27 28 29 +� 1 2 3 4 5 6 w I soh X. 2 �j G 7 �S, SOP 1 O Z `lO �6 I G G G I 'sx AA o I 2s'�es o0 8 °�6�°`o° T° '� 8 ��`' Q o 6 O I ° �� 9 S � .�. > I� 0 ti� ryx 0 0x A ryx 0 �x 0 �x 1 hx OOx00 s O' x O `L O 6 ti 0 '. `L G = h . h 6 h 0 h 0 0 a h � h k 1 7 2 , s°x s� ' °x °x �, ti oo °o o°° °Aso °s?22 °s °o o`'° °�o° oho �60° 0 6 Woo° off° 6�o o �� o�� 2s P 1 1 ® 3 \\ Ti w o s ? O g1 ��x ,°� ��x �� x ,°� ,yx ,,^ �ti��°' yx �° �° �° o m W CROSSWIND ST o 3 woY O cG �h1 1 0 I N 0n 16+00 15+00 ��m —� 14+00 Qs ® ® �o DESIGNED: C. GRAHAM o 10+O�c o 0° ~ 11+00 ® —► o m 12+00 3 \ I o ~ 13+00 °�� a o I �S> �S� �S�. �S� a �S �s ?s. �s �s ti 7 8 > > > > DRAWN: C. GRAHAM w — I \ %`� .� ti� x o 12 + M m m \ h .h Q 6 B 9 O 1 1 9 cn 1 0``� ~ NW 1 4TH AVENUE 8 I 8 -� ' 4 I � ~ N Sx sx `Sx `Sx `Sx Ax Yx Rx `fix CHECKED: C. GRAHAM o or °A °R APPROVED: C. GRAHAM 00 G °O G� o SRO O G '� G� a 2 18 ! ?A 2 0 z O �� 1• A N 1> ,1 �� '� oj°' 570•87 sx cli o� o �OxO°�� 1-7 Ox wa 3 6 - - - - - - - - �` ��,�— 13 PREPARED FOR: 0 0�oo6G '�� 2 o I a l I 0 2 ��x Q. I O xs TP _� � 0 �s) S I 21 2 0 1 9 1 8 1 7 1 6 1 5 14 1 3 PO BOX 593 w �,,�� ' R°°�' BIOSWALE #2 Q w 1 O °a �G o9 O I LL 16 a l l ,� �x°,�o�° �z �3x9oo c 14 I I 12 1 1 EAGLE, I D 83616 Q A So I BLOCK 5 � BLOCK 3 BLOCK 4 ° � 15 0 f f J 7 11 U I a° I I I N J � I z I 15 ° o Y GRADE GRADE + - - - O W + - - - - - o BR K BREAK B.O. - - - - 0 5 6 z J w 0 L.L V) 7 L — O O z w 2580 2580 2580 2580 Q Q o -------- ---------------------------------------------- --------- -------------------- -------------------- ------------------------------------- - — n n ----------------- - oO ---------------------------------------------- O ----- ----- ----a' --- --- o' N Lci ` ------------ Lu Q U O Ld N IfA N (rV Lo N N t0 �} iz - 0 OO rn ± 0 W � c0 _ . Q a0 � rn + o Lo �I 2-------- - CC z II + rn � G jr O ^ Z + O OLo + O + O + O co N 2575 o N o � N r 2575 2575 = Lo � II N � -i 2575 ``' oil N o EXISTING GROUND a `i N tO II `4 `n a it N Q _ EXISTING GROUND w V) 0 Q -------------------------------------------- ------------------ ----------------------------------------------- � Q II H J a - �� J cnw � (nuJ QN Nw � Nw (nw � w 5; 5; zcn w---------------------------------------------a a c� -S ; S --- z 5 _ > >---------------- --------------------------------------- ---- -------------------- ------------------------ ------LLI — z mo_ a - a a - - - - - --- --0.60%_-_- - - - - - - - - - - -0.40%- - - - - - - - - - - - - - - 0.60%-_-_-_-_-_-__ Z w -0.50% ----- - - =-0.50%-- - - 0 - - - - - -2.83� 2•a3% -1.53 . � 2570 2570 2570 2570 Lu ------ o.83% o -�o o - i. z ----- ----------- ------- ---- ---------- �Lq o� �� 2.00% o z O0)Lo N ------------ ---------------------------- --- ------ -0)� G z O rn i. +N Lo ci FINISHED GRADE +N rl -------------------------------------- ------------------------------------------------ O J O o+ FINISHED GRADE M N II w +N II w `�1 I , - `J IIN UW IIJ UW z r J 2565 m J CL 2565 2565 „0-w CL 2565 `J Ld z O Y - O r- 0 - M Ld V) 2560 2560 2560 2560 z a m rn n ao o a m n o n ao n n n m n rn n o n J n n M t0 t0 a0 t0 o n "k N n N N n n n Of n n M N O N n O 0) O O O O O O O Of ^ O O O O O ^ O Q > n (D n n n n n n n n n co n n n n n n n n n n n n n n n n n n U N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W N oN 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 CSW PROJECT NO. 21004 DRAWING DATE 08/26/2021 >- NW 14TH AVENUE PLAN AND PROFILE W. CROSSWIND STREET PLAN AND PROFILE o STA. 10+00 TO 14+00 STA. 1 3+00 TO 1 7+00 C4m0 KEYNOTES e L _ _ F m 1 O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO ° 0�� ENS w I 0 20 40 80 120 Q�Gu `Yvl = PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. Z � w s' 16970 a_ P 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH TRUNCATED ° Q c �0�, ° Li DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED HORIZONTAL SCALE: 1" = 40' 8-26-21 v "TRAFFIC YELLOW". a ° R=20.00' VERTICAL SCALE: 1" = 5' �O,Ai9TFpF`Qp�.ZQ� � 0 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. z I 2 9 NNE M.GAP L 4 INSTALL SHALLOW DRAIN INLET PER ACHD SD-715. a s, a U O J O5 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II g N BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE I ti - - - RED/WHITE DIAGONAL DECALS. O�s� 2Ss I h�� S, W CROSSWIND ST e J SITE KEY ��A- c 99s- ��' � �c s W 1"=250' © INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE a - �- W 1 ;_ I— EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM I �S �G / 0 J WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. ° G �� 0 � 0, c� O7 SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. ° 6°'�� 2ss Op°1, ° r 1 f n � � o w ,1h c 0 i'�;/ G a a LI LI! o 00 c r� U ® 5 FOOT CURB TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB o CS' 10 °1 O o 0 o 3 z AND GUTTER. 10 a o I a� 2569.90'. m LLi O9 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL ss9� �c LG a 2 - 0 @j o � STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM ° �'' m E Li FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. ro R=20.00' a_ CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS �cb, L w PROHIBITED. a �`° a d 0) I �G u 10 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES ° PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED 4 8 1 "TRAFFIC YELLOW". a w a_ 11 INSTALL TYPE I CATCH BASIN WITH 12" SUMP PER ACHD SD-601. N x � 12 Li INSTALL TYPE IV CATCH BASIN WITH 12" SUMP PER ACHD SD-604. INTERSECTION DETAIL N o SCALE: 1 "=20' w Z o z w o z o o C) 0+ 20 I - - - - - - a_ + Q �~ I Z I 26 0 C) N BIOSWALE #1 I o o Qw LA N I 16 ''x 0 �° I C� z I o cl j 0 N o f 2 �s�o 9?0o z' (� °�� moo•° 2 21 5 BLOCK 3 I I BLOCK 1 N 1 x Lu 3 — LLJ � N �s 27 o �yo �yx I 12 13 14 15 16 17 > w ®O wO 10+00 US 3 / I \\ 4 11+00 o m 8 12+00 8 1 1 -4•-13+00 >x°s � ,,�0 � 28 z — � I \ i M m—� i — —� — 2 I��' sR r I y�°'�xk 2 O > > > > > > >L G 1 3 \ NW 1 5 TH AVENUE O °x °x °x 'x 'x 'x o z s '6' �sj A9 ?sj ^�%` o . _ �9i 00 '0�, oo ��2 00 ass�s dos o0 ors sA I a o \ °� x°ti 29 �,?�9�s 5 �o °° ° °p �G °oo ° pp �° O'n p �° oo ,�°�°° �G yo .�°o �� ° 5 � �. - � � • .� � � + ti`' '`ti 0 0 0 0 O ti e o �o 0 0 0 0 �, O d o h ° h . h 'L o h 6 1 �o o' 0 8 o o °x po °x px o Ox ,x o x ti x O x 0 x '� x 0 0 • oo 6A �o . ,�o 6 � 0w Y ® DESIGNED: C. GRAHAM � �y 10 �h ti� do ti� 10+00 B.O. 0_3 11+00 0� -o �I 12+00 - I ® oo m 13+00 o 6 1 W WOODPINE ST�� - —�Im N 00 Qs 8 8 N mom- DRAWN: C. GRAHAM cwn I I �, CHECKED: C. GRAHAM o ° ti �.6' o �o o �a ° �� s �0 5 o• �• 6• �I APPROVED: C. GRAHAM 16 17 18 19 20 21 22 ox p�' I ox ,° ox ,�ti ,x �� ,�x �o �x o6 I xs yx ,y� U V V Y N p0 V Y r o VERTICAL SAND �� ° S a u 2 o0''ti�� I 1 a'2so PREPARED FOR: x � o I BLOCK 2 FILTER #3 h� ° ? ° I G20 LLC cr� Jt h A 2 PO BOX 593 4 5 6 7 8 ° o EAGLE, ID 83616 z I o Q I BIOSWALE #2 I I N BLOCK 5 24 J EP BLOCK 4 I ' 3 N J W I / Qf I O d� 0 d d3 d3 d3 d� d d d3 d3 7 L.,J O > 0 z U 2580 2580 2580 2580 Q w - o oU - -- II _MQII II tQ0 « O---- - - - Oz-- --- 0 H -- -- z --- o 0 C)0 N O O j UW O OO --------------------------------------- + o _W W N — �O ' 7If) O + U 0, O + O + + ^w_ ------------------------- -------- 0 --------- -- ----------------- + o II� O IIN OR + °' I LO pa_ o r )' + c0 oil N CCG. 11 . Z-i p C N- N2575 z o p C N LO Z 2575 2575 U �' ` 14 N o 2575 � N N iN nW OII N n EXISTING GROUND No FINISHED GRADE(D wvi N w N w l zNW — W Ld Q 11 in - J - > > N LLI 0 _J Z C-� n W N WO — _ _ U -------- W- md -------- -------------------- _ a ------ � 0_W— > � ddd d �CD w > S N d > O LLI ED aa------- - ----- ------ >------ ---------------- -- Q^L.L ---------a ------------------------- -------- ----- -------s a 40% - 13- 5 _ 009 .40%- - - w --------- -- -- -0.40% --------- - y ------------------------ :2 - 85% 0.80% -0.40% 0.50% � z 2570 -- ? % 2570 2570 1.00% t0 N2570 5 Lu --------- -------------------- ------------ -------------------------------------------------------------- ---------- ------- ------- --- ----------------------------- z- ------------------- ------------------------------------------------------------------------------ ---------- O 00% - I - oW cvco orn 2.00% . ------ oN ------- ------- ----- -------------------------- G z N +N+o- 0) o EXISTING GROUND O ocflIto------------- ------------------------------ O n MN c O JOFINISHED GRADE 12' STORM o II -------------------------------------------------------- CL U 2565 m N DRAIN CROSSING II W W z \ w w 2565 2565 2565 7 O \5 -- -------- --- L U) Y -------- ------------------- --------------------------------------------------------------------- ----- -------------------- -------- 0 = ---------- --------- -- ---------- --- --------- - W ---------- --------- ---- ~ 2560 2560 2560 2560 z O N_ OD Go (O d M d N d_ N d 00) N N M N M N M v n n N i[I O) N _ J n r� N Of O C! M (A N 01 t0 CA n a0 M Cb O CO q a0 Lq CA OR 0 0 0 m 0 0 o of 0) 0 0 0 0 0 0 0 0 0 0 0 Q 5; n n n to n n n 0 n n n n (o n ro n n n n n n n n n n n n n n W) W) W) W) 0 N N N N N N N N Ln Ln N � � � N N 0 0 U) U) N N C) 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 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 CSW PROJECT NO. 21004 DRAWING DATE 08/26/2021 C� NW 1 STH AVENUE PLAN AND PROFILE W. WOODPI N E STREET PLAN AND PROFILE STA. 10+00 TO 1 3+2 5 STA. 10+00 TO 1 3+50 o C4m I m E S�c� :I-- 1 NOTES 0 20 40 80 120 Q�('�o �-►'n a 1 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE 16970 J ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 8-26-21 HORIZONTAL SCALE: 1 = 40 s p 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' C)5' ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. NE M.G � I L 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 0 DRAWING SW3. J U)U) :t 'n u# KEYNOTES J V N SITE KEY (DPOTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. >W ° D U 1"=250' °1 > 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. U o L Go Go O N I'D co � (h x zo p Q) 00 wi � can O " 00 o d m E w w r� z 0, Ld U O 2cf) I � J 3 2 I I � D X w m i BLOCK 4 4 I� uj 16 15 14 13 12 11 10 I o I ' cn — - - o — - - — - - cl 2 I I 5 z n z BLOCK 1 BLOCK 5 t(D I OfLo_ afNo Woo Of�o afro ��o ��o I 00 0o 0 o z w� o wcq O" w� o" war O- wcn O- w� O- wr\ O- I vi O a I N v) N r7 N N N — N a0 * D co 00 M Co Lo N 00 I� 't 00 0) N 00 — n 00 — r7 00 0) I (n I 2 � 26 27 28 29 4 5 6 �I v� I w + u o w+ u o w+ ii w+ u o w+ u o w+ a cOD w + u o 2 3 7 8 2 I �� = Ln �L0 _ � � f _ �, �� _ �, �,t _ V) �,t _ 0 �� _ �, I ° ° 1 S BLOCI< 5 w W N W H N W H N W H N W H N W H N W H N + w w w w w w w w I = cn II Oil V) CD 11 U) Il Oil U) Il Oil V) o II cn 11 0 11 cn 11 II I '� 6 I w U o o I U _U _U _o U D I - � w > - � w > - � w > - � w > " � w > - � w > - � w > cn O > > > > > > > > W < I �N J ? �(n _j �(n J ? 't(n J ? �(n _j �(n J ? �(n _j I I U ENO w�O 0' 0 1 OfNo 0'No 0'No 0'No 0'O�o U z a O 00 vwiN �) ro cwn� cnl� cwn� Lq_N �� M vwi`n �? Ln > I I `q0• NC�j � � NM OCV N � CNN tDN � 00Nto K) N � �'�j� rC 2 2 2 2 2 2 2 O w �o `rcri �N � (ri O'`n � � 0_r- � cri 0_o � Lfi 0_M � Lri 0_cD 'tL6 o'rn 'tcri cwnCD `�� M SSMH A-7 U _w + II co ld + II (o (i1 + II cp w + II (D w + II (D w + II (D w + II cD w + II co N Lfi cD a . m ^ w N 30 = Z3:0 = 0 3-0 = u) 3- = in 3N = cn 3N = cn 3N = cn 3N = � 0_M � ) Uj I 7 0 W— � N W— HN W� HN W� HN W� HN W� HN W� HN W� HN W + II CD v) II c9 11 vl II c9 11 N II 0 II U) II c9 11 U) II c9 11 U) II c9 11 U) II c9 11 N II ca II M = „�° cn < z >_ < z > < z > < z > < z > < z > < z > < z > w� � N 8"W 8"W 1�5i 2 z I 'tU) _j ? �(~nJ ? 'tV) _1 I Itv~) _ ? �c~n _ ? 't(~n _ ? 'tU) _j v~) � ? N II 0 11 — \ SSMH A-9 — W CROSSWIND ST — Z cn N J Z 8"SS> 8"SS> SSMH A-8 w 04 I 2 2 2 w � 2 2 2 2 2 I 16+00 15+00 14+00 o a s e 90. Po2 8 z W 8"W 8"W g"yy 2 0 0 \ / _ _ — — — 180• NW 14TH AVE o 0 / N I Wln" WN" WN" WN" WN" WIt" Li WN- Li 00 00 �Z v \ I 10+00 11+00 12+00 O r7 O � O co O N 0 00 O � O I� O � U I- w \ I / 13+00 SSMH A-7 �1 U� U co U co U co U co U,n o cD o(D ao ao SS <8"SS <8"SS <8"SS SSCO 1 \ 0'NO � arn0 � O'cDO � O'N000 O'rnoui >r-z 6 0'Mo � O'OOo NCD U� Lu o SSMH A-6 n a l w + N cD W + N cD W + N cD W + N co W + N (o W N cD W N cD W N cD w + cD U N N , U N cf) U N ,n Cp >� 1- � >r`ir; cri >� � cri >oi � ,ri >� � cti >r; r � >r�ir � >� r � �� cri �i� rnin o rno >� wo" wo" wo�" wo" > O s+ 00 00 I (n co II N U) II N U) II N U) II N (n� II N U) II N (n II N (n II N r7 = N cLo OD co m r7 (o c co - co co f _ _ _ _ _ _ _ _ = of II w co W r` co W o co W r� co 2 (n II c0j > w II c�j > w II c�j > w II c�j > w II c�j > w II � > w II � > w II � > w¢ zz N� = N �M I=I N NM II N �'+� II N I DESIGNED: C. GRAHAM o, I �� Ld �� zz �� ZZ 3.� zZ �� zz < zz < zz �aizz WV) J - w� � II o-� � II w II � > w II � > 0 ° a ° ° .a a ° ° . °� a ° ° ° ° ° ° ° c — w N J w N J N N J U)N --� U)N --� U) --� U)V) J U)V) J N N < Z Z_ Q Z Z_ a SSMH A 8 I V) Ld Ld Ld I (� z O z DRAWN: C. GRAHAM a SSMH B-4 I (n (n _ N _j CHECKED: C. GRAHAM SSMH C-1 1 Z I APPROVED: C. GRAHAM z O 21 20 19 18 17 16 15 2 o I 16 8 10 - 50 14 13 12 11 10 9 ~ 1 I BLOCK 5 I PREPARED FOR: I o O Z — ° G20 LLC I 15 7 B.O. — — — PO BOX 593 LijEAGLE, ID 83616 z a J N J U Y O z w 0 W X J 2580 I' 3^ z w^v 2580 W w v v 2580 z — z = 3 " w 3 .. w cn cn (n cn ' cn v N Z 00 00 cD 0 EL L0 v N ue 0 0 - - O 00 � � 00 � � O - co orn N r0 I� N a 0- r7 r 04- t N O C D O 9 O g N N a N N N 61 O & N N N N N Lo ------------------- - ---------- -------------------- - --------------------------------------------------- a0 (D CD 00 (D co O -------------------- 00 O (D O 00 O (D c/� a_ -------------------- co (D - N O N- O N- N --------------------------------------------------------------- ce LL. 00 00 O � N �NtnN N � cDNN �� tNNN ��NN �� NNN H �C �(o F- / - ------------------ ----------- N N. N co II II II II II f- II II II II II grr7N � (DAM II -ndzz O �� OZZZ 00 Cb� � � � 1OZZZ =O ^� OZZ Oo 2575 0o6rnz = I o6z p <r7 � o I + 2575 I + I + � - - - I + � - - 2575 — — II (ooz I + � - - r\ - - - op <r7 I� <r7 —Q M Lo L� N » > N » > > <cD �n EXISTING GROUND N » > > c i » > W + - < ,n EXISTING GROUND _ =it z z z z N > =II z z z z =II z z z W ---------- ---------------------------------------- w �rnN » = II Nz z I<I II ZZ z �< II - - - — = II II Z < 11 - - - — O ---------- O 1 11 Z Z ------- �� — — (nF- �: : NH �: : : : �< �" (V)H w: : : " v)H �: - - CC _ v)U) w 00 � 00 N N w 00 � � 00 v)H —. ---------------------------- ---------------------------------- -------------------- ----------- (n U) OC 00 � 4 00 N N � 00� a0 ---- G W U) - �2 : U)U) 0_00 00 (n(n 0_ 00 U)U) 0_ 00 00 ----- -------------------- ------------------- -- - - - - - - - - - - - -- - - - - - - - - - - - —— — — —— — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (/� 0 -------- __ _ — _ — — — — — — — -- - - - - ------- --------------------------------- ------------- -------------- ---------------- - --- --------- (n 2570 - — — — — — — — 2570 2570 O Q ------------------------ - ----- ------- ------------ -------- ------ -------------------------------------------------------- - -------------------- ------------ - ----- ------- --------- w -------------------�I ---------- 8" WATER MAIN ---- 8" WATER MAIN ---------------------------------------------------------------- O� �I_ CROSSING CROSSING FINISHED GRADE 8" WATER MAIN ------------------- ------------- ------------------ - - ------------ -------- -CROSSING WQ Q FINISHED GRADE -------II------------------- -------------------- -------- ----- ------ z z w 2565 II 2565 2565 _ z cnII ----- -- --------- --------------------------- ----------------- - ---- ----- - ------------ ------- ------------ ---- D-8" S=0.60% L=258' ------------- ----------- -- ---- ---------------------- O J ------- I----- -- ------- -- --- _ " ---------- --------------------------------------------- -------------------- --------- - ----- - ------------ J • II L=16T S=0.40% D-8 U ' J ------------ L=160' S=0.40% D=8„ - - - ---------- z ce ji [_� � [ z O W 2560 2560 L=30' 2560 o L=30' - ---S=0.40% - L.L.I M � g V) REMOVE EX. 8" CLEANOUT AND CONNECT S=0.40% _ » r , � TO EX. 8" SANITARY SEWER MAIN. cn EX. INV=2560.65' (FIELD VERIFY PRIOR -- -- z 2555 2555 2555 0 _ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 16+00 15+50 15+00 14+50 14+00 13+50 13+00 w N O CSW N SEWER LINE W PLAN AND PROFILE SEWER LINE W PLAN AND PROFILE (CONT.) DRAWING DTNO. 21021 DRAWING DATE 08/26/2021 STA. 10+00 TO 14+00 STA. 1 3+00 TO 16+50 0 c5mO 0 20 40 80 120 ��.g 3 GE S ('ate `►'n :I-- 0 F///, NOTES HORIZONTAL SCALE: 1" = 40' 16970 VERTICAL SCALE: 1" = 5' 8-26-21 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE cP ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. C��TFOF�O�.ZP� P 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER G P ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O G 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD J DRAWING SW3.cn N Y 0 KEYNOTES Jw � E V) - - - (D POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. \LL " SITE KEY /r D POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET CO.1. L 1»=250' a) r or LL- Lnry) a) 000 O 00 �M X O O 3 °i m LI . cn - U 00 d m ! m W W (6 Z W U 1— N L zW x W O w o � 15 oa 00 0 o z Ln 20 I BLOCK 3 I +� o O I u z I I SSCO 1 o . p 12 13 14 15 16 00 ~ 16 SSMH A-9 i I 1 2 mo / 21 I cwiLLJ cW) Li ui 9 0 I .. z cwn > > > > > A O 0 z - -a- - - - - - - - - - - - - - - - - / I I o rip moo o'oo ofoo w0,0 I co r- I W� O 1 Nro - �NO r cn roN wrrq-w I cn N a � W ° N N 17 00 n 00 K) 0 00 0, 0-10 j I - -s - - - - - - -O c0 00 0 'w 00 0_OMCp wvr) O Of00M6 0_'Nn6 of0n I 2 O 1 w + II cp w + II cD w + II co w + II CD W + II U) N m o 30 = L 30 = � 30 = � 3� = Ln Lu 3� = � I o ~ — - - o w N w H N W- H N W H N W H N W m U) II c9 II cn II c, II cn II 0II II c� II cn II II I z 8,W 8°°W c~n ? c~i» z c~i» z v~i w z cn i ? I •` 1 z U) \ / \ NW 1 5TH AVENUE 10+00 / I \ 11+00 12+00 LL 8"S <8"SS<SSCO 2 a O 2 2 2 0 0 Z B o. W WOODPINE ST 81W o Q 10+00 - -<8"SS 11+00- -SSMH C-1 L.L. W N N W N 0 W N 0 W N r, W NON W N j r)j W N 0 0) 11 j S S S C O 3 Lu E5 I U� Ln0 UCDLnr 27LoO U- ino 27in04 UCDin0 UW in 00 ; I O >0006 >00004 >LO004 >r) 00ui >- Oouj >r006 >LO004 � h { W O N CO W+ N co W + 04 CD (If N N CD w co N CD w`m N CD w M N CD i V + II LO N + II LO N + II Ln c + II LO V + II � + + i U) II II DESIGNED: C. GRAHAM O = N O = N O = N = N = N = N N = N 2 Z Of II O� � II �� II OAF- II �� II �� II clf II i I I I . O WIIc- > WIIc� > Of > wllc� > wllc� > WIIcD > WIIc� > �I. DRAWN: C. GRAHAM zz �� zz �Qzz �Qzz jazz �F<- �F<- I I wr�or, woo;,) woo,0 woor- wo0i� W w(nJ WNJ wNJ WU) bi WV) wNJ WNJ I 00) 00 Ur0N UcV oto UroN UrOO Op ° cn N N N N !, °� > r C6 >0) r (6 >0) r cD >C0 r >U-i r �i I CHECKED: C. GRAHAM o_ W� of co Of N o'0 SSMH W � f + N (0 W + Nco W + N (0 W + N (D w + NtD I O Z _ _ _ = cn _ 04 APPROVED: C. GRAHAM i O N No II N cno II N cn II N N I a II�� II w� � II � � II w� � II I .� o I 16 17 18 19 20 w II ca > W u c� > w II c� > w II 0 > w II c� > �� zz �� zz �� zz < zz �- zz I a w� J - W N J - W N J - W c J W N J - BLOCK 2 21 22 213 I N N N 1 N PREPARED FOR: I o I I o z z G20 LLC ' 4 5 6 7 8 PO BOX 593 24 BLOCK 4 EAGLE, ID 83616 = Q — — — — — — — — — — > z w cn O J Y 0 z LL W X w Z O 7 0 Ce 2580 w 2580 2580 3 2580 ------------------------- z --------- ------------------- --------------------------------------- c0 O z 0 ------------------------------------------------------- M ,� CD ^ Z v (0 V I 7 9 0 --------- 000 N > O 0 n o o N � N � 9NCON � �C-4 II _ N. in o0 N_ N = 0 00 II H ms— M N II ------------------ 04 II 00 0 6 z O ------------------------------------------------------- V) o a_ 2575 CO o 00 II Z n r 2575 2575 M o i + r 0 2575 0 w Z O + o Z o I + o 0 oil p z z FINISHED GRADE =jl N Z ----------- N 0 in ---- -------------------- -------------------- ------------------------ m N ( U Q II - J m - N > > EXISTING GROUND N > �. . U)a - W ----------- o� III ICI ? Z -------- --- --------- �a II z NN 0_ 00 a0 In_ -------- cn cn o- 00 00 ---- ------------------- cn ---------- _-_ -- - ---- - -- -- --- - - - - - - - ------------_-- - - - - - - _ -A- -------_ — ---_---- (� O 0 z 2570 2570 2570 2570 Z pe `16 W ------------- -- ------------- ------- --------------------------------------- ------- ------ la II -------------11 Lu - ----------- 11 -----FINISHED GRADE -------1�----- EXISTING GROUND G Q ------------- - ------------- z -------------- II ------11------ Z ca = 2565 2565 11 L=241' S=0.60% D=8» 2565 L=161' 5=0.60% D=8" 2565 O J -------------- ---------- ----------- ------ �� ---------- ------------- U m E ------ z w J --- - ----------------- --------------------- -------- ------ ------- ----------- V) Y --------------------------------------------------------------------------------- -------------------- al� J 0 2560 REMOVE EX. 8" CLEANOUT AND CONNECT TO EX. 8" SANITARY SEWER MAIN. 2560 2560 » 2560 M __- REMOVE EX. 8 CLEANOUT AND CONNECT W EX. INV=2563.06' FIELD VERIFY PRIOR ( ------- --------- ------- ----------- ------------------- TO EX. 8' SANITARY SEWER MAIN. ------ Z --------------------------TO CONSTRUCTION) ------------ --- ------------ ---- ----------- --- EX. INV=2563.46' (FIELD VERIFY PRIOR --- J -------------------------- ----- -------------------- --- -------- ------------------ TO CONSTRUCTION) ------ - c� -------------------------- ----- ------- ---- ------------ -- 0 (/) N 2555 2555 2555 2555 w 0 10+00 10+50 11+00 11+50 12+00 12+50 10+00 10+50 11+00 11+50 N CSW PROJECT NO. 21004 SEWER LI N E W PLAN AND PROFILE SEWER LINE 'C' PLAN AND PROFILE DRAWING DATE 08/26/2021 o STA. 10+00 TO 13+00 STA. 10+00 TO 12+00 0 @ C 5 . 1 m ENS F� s — N 16970 3: c/) 8-25-21 s N^/E L �— — / 0 20 40 80 120 N cn — — — — 7 cn- 10 O — — — — — — — � — — 2 6 SCALE: 1" — 40' J W � E o J BLOCK 3 'r D 10 27 BLOCKI L1N L � a) � 0 .�3 NOTES LI _ 1 12 13 14 15 16 17 A xo v � p — v> _ 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE p 3 a' c I 00 10 I MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. m0 � o J a p @j N fi I Mo 28 1 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. ro E " w 3 3 w 2 1 -H 4 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER MERIDIANfu w — i 10 10 10 10 10 7 SD—W6. °' _ t13LF 6" PVC 8 4. COVER OVER WATER MAIN SHALL BE 4 FEET. , W 5. EXTEND WATER SERVICE PIGTAILS 10 FEET BEYOND COMMON DRIVES. W WOODPINE ST f226LF 8" PVC — _ t81LF 8" PVC 1 w — s SS <8"SS s 6. PIPE DEFLECTION SHALL NOT EXCEED 1/2 THE PIPE MANUFACTURER'S ALLOWABLE w 9 f32LF 8 PVC DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY THE DEFLECTION ANGLE. 0 ` 7. LABEL METER SETTERS WITH THE LOT AND BLOCK NUMBER THEY WILL SERVE. 1u U' 10 1 10 10 9 1 < cn 2 3 3 I w 1 s 10 1 2 KEYNOTES Z 3 z o - - - - I 4 5 6 7 8 C .0 1 O REMOVE EXISTING BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. 16 BLOW—OFF ASSEMBLY MAY BE RELOCATED. J 3 O INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN z I BLOCK 4 A r I SD—W1 AND SD—W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6.Ld a �I cn 10 ^00O3 INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN U w N 1 1 7 — — — — — — 10 SD—W1 AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. o z w U) � I w 4 ® 8x6 TEE (MJxFLG) z z 6" GATE VALVE (FLGxMJ) w ~ 8 > 00 CL f 7BLOCK 4 w 6" WATER MAIN (LENGTH PER PLAN) p I 00 Q 10 I FIRE HYDRANT PER MERIDIAN SD—W8 AND SD—W9. w = Zo I 18 3 00 5 O5 45' ELBOW (MJxMJ) 0 Q I -H 16 15 14 13 12 11 10 z D I z 10 © 8"x8" TEE (FLGxFLG) z Lu 0 10 > 4 9 O7 8"x8" CROSS (FLGxFLG) Q 2 3 3 t22LF 8" PVC 5 n 6 I DESIGNED: C. GRAHAM p 1 9 3 �� ® 8" GATE VALVE (FLGxMJ) Ln 8 I DRAWN: C. GRAHAM vwi w I 24 10 10 10 10 10 10 10 5 IS POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. CHECKED: C. GRAHAM D 0 1 z t40LF 8" PVC Ld z BLOCK 2 6 a ° a s /s 7 1 0 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. APPROVED: C. GRAHAM Z 10 0 20 _ t302LF 8" PVC 11 INSTALL 8" GATE VALUE AND 2" BLOW—OFF ASSEMBLY WITH CONCRETE COLLAR FOR j I t41 LF 8" PVC a I s — — — W CROSSWIND ST 8"SS> 8"SS> FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SDW13. s — PREPARED FOR: 1 p a 3 I G20 LLC PO BOX 593 w I 3 21 10 10 10 10 EAGLE, ID 83616 z 10 Q I A I 4 2 3 3 3 3 U 1 J CL 00 N t9LF 6" PVC Y 1 cn 22 J ■ f 2 s 21 20 19 18 17 16 15 14 13 O 0 1 -H 12 11 10 9 z w I I Q `) 50 1 z M-?- -- . _y --- ----- o BLOCK 5 — _ ao BLOCK 5 I z 0 0 9 L Q w o — — — — _ B.O. w Lu w C a_ 11 Z C Q w C J Q z I z DC W w ' O p[ � w Q z z U' O J U z J J O N O r Y o M w V z J_ QO W N O N CSW PROJECT NO. 21004 DRAWING DATE 08/26/2021 O O m ENS F� I 16970 s 8-26-21 v n0 �qT�OF 0 20 40 80 120 Fn O SCALE: 1" = 40' W � E c/) EXISTING TYPE II y J STREET LIGHT 0) U o I STREET LIGHTING NOTES kD 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O N VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND co w THE NATIONAL ELECTRIC CODE. a 0 @) o o I m E �- a 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USEro _ _ _ _ THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ ro — — — —Ld TO OPEN A PERMIT AND REQUEST INSPECTIONS. °' 26 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, , BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. F- N BLOCK 3 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE x I BLOCK 1 HYDRANTS AND 2' MIN. FROM WATER METERS. 1 27 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS z 1 2 1 3 14 1 5 16 1 7 BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR w SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING a FINAL INSPECTION. ° cn I EXISTING TYPE II z STREET LIGHT I 28 1 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR 0 QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. g z ov 1 7. DAVIT POLES MAY BE USED IF OVERHEAD POWER LINES CONFLICT. CONTACT AL CHRISTY IN a_ 29 THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR SPECIFIC INFORMATION. J o W WOODPINE ST z w w w EXISTING TYPE I a U z STREET LIGHT U U Lu o 0 N o N I 1 1 KEYNOTES w Q 0 1 I O INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREETLL- Z LIGHT DESIGN STANDARDS. w v= 0 — — — — — 2 20 INSTALL DAVIT POLE WITH 30' MOUNTING HEIGHT PER CITY OF MERIDIAN T4. Q I 4 5 6 7 8 ° Li-216 I Lu 0 I STORM DRAIN SWALE I BLOCK 5 w 3 I DESIGNED: C. GRAHAM Of o Z I BLOCK 4 1 11 1.1 DRAWN: C. GRAHAM cwn Q CHECKED: C. GRAHAM w 1 17 — — 9 4 APPROVED: C. GRAHAM 0 o Z 17 STORM DRAIN SWALE z o Lu > I PREPARED FOR: 0 I ce w 1 18 = 5 I G20 LLC or� PO BOX 593 w zz I - 16 15 14 13 12 11 10 EAGLE, ID 83616 J I z z z a 19 I 1 6 1 I N V) ( 24 Y 1 O 0 0 7 w BLOCK 2 20 W CROSSWIND ST z Q � - - - - - - - � z I I O z >_ 2 1 8 1 21 Z Ld w J 0 I I m Z) 1 I (n 0 22 _ Q u 21 20 19 18 17 16 15 14 13 12 11 10 9 z O _ J w :2I I O oc 1 2 1u BLOCK 5 Q L u z Lu I z cn — — F- O J STORM DRAIN z J SEEPAGE BED Z O U) Y O y r— O 3 M w u z J U 0 Lu N N CSW PROJECT NO. 21004 DRAWING DATE 08/26/2021 C� 0 CTO Ld o R/W ENS �� m R/W ar�0 R/W R 16970 a_ I 10.50' ACHD 50.50' PUBLIC RIGHT-OF-WAY o SIDEWALK EASEMENT a 1 25' LANDSCAPE BUFFER 18' 0 8-26-21 J n0 �TF OF\OPT,ZQ 33.00' 2 TYP. Z I 2" CAP UNITLn ��NNE M.GAP JI 16.50' 16.50' 5' SIDEWALK 10' UTILITY ESMT 2 1/2" ASPHALT PAVEMENT 5' SIDEWALK 14' PLANTER 1/4" f n SEE DETAIL 4 THIS SHEET I /// 12„ !i Yft� 1 4" OF COMPACTED 3/4" 3" ROLLED CURB AND 6.00' 6.00' CRUSHEBASE COURSE GUTTER PER ACHD SD-702 CL Ld 3 4" CRUSHED //// i AGGREGATE \\ \ 8" BASALITE GEOWALL PRO 2.00' / BLOCKS. COLOR BY OWNER. 2% 2% 1 5% Q AGGREGATE INSTALL PER MANUFACTURER'S W {j+ � I ♦— —� f— 2' FLAT LANDING _ RECOMMENDATIONS. 3' �•1 , > BEHIND SIDEWALK, TYP. 00 FILTER FABRIC. EXTEND U -ot �2' o o �N � L Q) 00 AND STAKE FROM 24" Y+FLAT LANDING ABOVE FINISHED GRADE M BEHIND SIDEWALK, TYP. TO BOTTOM OF WALL o o 5 THICK CONCRETE OVER 4" /\//\\ \ \ m LLi cf) ° 6" VERTICAL CURB AND OF 3/4" AGGREGATE BASE o 0 0 0 ��///�///\//\\/\ \/\/\/\\//\\//�// O U) u o ° MINUS PITRUN COURSE PER ACHD SD-709 r\\ \ \\/\\ a ri w GUTTER PER ACHD SD-701 \/\\ ro EXTEND BASE AND " " COMPACTED SUBBASE 6" BEHIND 6 MIN. OF 3/4 fo w BIORETENTION SWALE. SEE \\\ SUBGRADE CURB TYP. CRUSHED GRAVEL DETAIL 6 THIS SHEET LEVELING COURSE °� V, 33 STREET SECTION WITH SWALE 1 �� w SCALE: NOT TO SCALE C8.0 X GEOWALL PRO RETAINING WALL DETAIL 5 w SCALE: NOT TO SCALE O w 2 p R/W R/W z z41.00' PUBLIC RIGHT-OF-WAY O o I I J (n 2' 27.00' 2' 10' UTILITY 5 SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY O EASEMENT EASEMENT 14' TOP WIDTH zo 0 w 1 2 1/2" ASPHALT PAVEMENT 1 I a o SEE DETAIL 4 SHEET C9.0 u z 3" ROLLED CURB AND � "' Lu 4" OF COMPACTED 3/4" GUTTER PER ACHD I o w z CRUSHED AGGREGATE SD-702 TYP. = Q BASE COURSE I z = 2% 2% 1.5% w w J_ `� �i ♦� LL c N O z a Qa a a 2' FLAT LANDING O_ BEHIND SIDEWALK, TYP. ~ EXTEND BASE AND / / / // // //\/\ \/\/ // / / / -4 op 2' BOTTOM WIDTH SUBBASE 6" BEHIND j\\\�\ //� / / \\\\\i\\\% " „ F Li- CURB TYP. 5 THICK CONCRETE OVER 4 �\ / /��\ � p OF 3/4" AGGREGATE BASE :2 14" OF COMPACTED 6" COURSE PER ACHD SD-709Of DESIGNED: C. GRAHAM MINUS PIT RUN SUBBASE oCOMPACTEDcf) DRAWN: C. GRAHAM SUBGRADE 27' STREET SECTION WITH ATTACHED WALK 2 24" OF BIORETENTION SOIL MEDIA \\/ / w CHECKED: C. GRAHAM PER ACHD SPECIFICATIONS \ \�\\/ /� o a SCARIFY SUBGRADE A MIN. OF 3" SCALE: NOT TO SCALE �-o / \�\\j Z Z ALONG SWALE SIDE SLOPES APPROVED: C. GRAHAM \�� Q 0 \\/ \\�\\/� PREPARED FOR: o \/ . \ i\ G20 LLC a_ NATIVE POORLY GR DEDNIMUM GRAVEL NTH INTO GRAVELZ J PO BOX 593 AND SAND ALONG BOTTOM OF SWALE z (INFILTRATION RATE >81N/HR). BACKFILL K, EAGLE, ID 83616 zz 20 00' WITH NATIVE FREE DRAINING MATERIAL � 5' LANDSCAPE BUFFER J SEE PLAN 2 1 2" ASPHALT PAVEMENT ESTIMATED HIGH N / 12" TYP. GROUNDWATER J Y 2% = 2564.00' o f— NOTES d 3 Z w a a a a a ° 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY MTI INC. DATED MAY 14, 2019 AND ADDITIONAL v� /��\�\\r\\/�\i��\��/� D° a a GROUNDWATER MONITORING CONDUCTED BY CONGER GROUP, GROUNDWATER LEVELS ARE ANTICIPATED AT 5.5-7.0 FEET BELOW z a Qa GROUND SURFACE. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET �/ // / / / / / / / \�j\\�j�\�j\\�j\\/�\\/ OF THE BOTTOM DESIGN ELEVATION OF BIORETENTION SWALE AND/OR IF IT IS HIGHER THAN ANTICIPATED. O Z / 8" THICK CONCRETE 2. FREE DRAINING MATERIAL IS ANTICIPATED AT DEPTHS OF 4-5 FEET. Q RIBBON CURB (TYP.) > 10" OF COMPACTED 3/4" 3. ACHD MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. _ ce ILA CRUSHED AGGREGATE 0- BASE COURSE W J a_ BIORETENTION SWALE SUMMARY Z COMMON DRIVE TYPICAL SECTION 3 SWALE TOP SWALE BOTTOM BOTTOM OF SWALE 100—YR STORAGE (n 0 W ~ SCALE: NOT TO SCALE C8.0 2 1/2" OF SP-3, 0.50 INCH SWALE NO. DIMENSIONS (WxL) DIMENSIONS (WxL) ELEVATION VOLUME O Q Ln (1/2") MIX, PG 58-28 � z #1 14'x162' 2'x150' 2667.00' 1,938 CF Z J w O c Q #2 14'x185' 2'x173' 2667.00' 2,760 CF r 1 D W V z BIORETENTION SWALE DETAIL (ACHD BMP #30) 6 G Ln 4" OF COMPACTED 3/4" J ( SCALE: NOT TO SCALE C$.O O 4 a4 a4 a4 a4 BASE COURSERUSHED U z J �'j°dJa z J O `f) 0f 4 a4 a4 a4 a4 14 COMPACTED 6 O l4 O MINUS PIT RUN SUBBASELd M \ \ \ \ \ \ \ \ \ \ Z 0 //\\//\\//\\//\\//\\//\\//\\//\\//\\ COMPACTED SUBGRADE 0 N O N CSW PROJECT NO. 21004 TYPICAL ASPHALT SECTION (LOCAL STREET) 4 DRAWING DATE 08/26/2021 SCALE: NOT TO SCALE C$•0 CL O O C8mO m ES a_ NON-WOVEN FILTER FABRIC 16970 ALONG TOP OF DRAIN ROCK AND 8-26-21 J WOVEN GEOTEXTILE FABRIC BETWEEN SAND FILTER. OVERLAP SEAMS A v MINIMUM OF 12" TYP. CLEAN 2" DRAIN ROCK SAND FILTER AND DRAIN ROCK O��TFOF�OP .ZP E M.GAP Ln J 1.5' MIN. COVER WIDTH SEE TABLE 1.50' WIDTH SEE TABLE Y O w O o00 000 00 000 0 000 000 000 0000 �w �� > 2-YR VOLUME) PERCO U O J TREATMENT BED NON-WOVEN FILTER FABRIC (4 ( LATION BED OUNCE/SQ. YD. MIN. WEIGHT) r� m o � U -0 xt O O O �/ .� OO O O O O O O C (100-YR VOLUME) O O 00 ALONG SIDES OF DRAIN ROCK N L a) 00 0 Ld O m //�\ O� O� O� : �Q O� O O� O� O� Co L u O O O O WATER O O O O O O O O O O RIM ELEVATION 00 D 12"� � �O�o �O�oO FLOW,�O�O�� N z �O��O��O�� O��O��O�� PER PLAN a o w _O/ �'O/ Q N �'O/ �'O/ �'O/ ® � r �'O/ �'O/ �'O/ m z O �OOOOOOOOOOOOOOOOO OOOOO00000000 OO00000000 L 0 0 0 o Oo Oo Oo � w CLEAN 1.5"-2" GRADE RINGS AS REQUIRED U O — oil. 12 PERFORATED BYPASS PVC OR DRAIN ROCK O O O O O O ADS PIPE (FULL PERFORATIONS) WITH FINISHED GRADE , � (18" MAX.) SET RIM FLUSH w GROUNDWATER H �000000 00000000000' 20" BAFFLE WIDTH Ld 18 PERFORATED PVC OR SLOPE 1% TOWARDS SAND ELEV=2564.50' ADS PIPE (TOP HALF ONLY) O w 12" INLET PIPE PER PLAN a ~ EXCAVATE A MINIMUM OF 12" INTO ° BOTTOM OF ROCK ELEVATION BAFFLE "C" INSTALL PVC LINER ACROSS BOTTOM AND ALONG NATIVE POORLY GRADED GRAVEL WITH BAFFLE "B" OUTSIDE EDGES OF ROCK. LINER SHALL BE CONTINUOUS SECTION VIEW PER TABLE SILT AND SAND PERC RATE >8 IN HR ELEVATION ELEVATION 18" OUTLET PIPE PER PLAN z ( / ) AND DETAIL 1 THIS SHEET w (SEAMS FACTORY SEALED OR FIELD WELDED). CD zp USE FILTER SAND OR 3/8" MINUS PEA GRAVEL TO 0 U PROVIDE A SMOOTHLY GRADED SURFACE AT BOTTOM I vi U) OF BED TO PROTECT LINER FROM TEARS AND DAMAGE J DURING INSTALLATION. PROFILE VIEW w O z O U SAND AND GREASE TRAP (BOISE w VAULT OR APPROVED EQUAL WITH a o BAFFLES) SIZE PER TABLE 24" DIA. TRAFFIC RATED FRAME AND u STANDARD MANHOLE COVER PER U N ELECTRONIC MARKERS PLACED ON ISPWC SD-617. ° w LENGTH PER TABLE CORNER OF FACILITY, TYP. z COORDINATE WITH ACHD INSPECTION z � HIGH-FLOW STAFF FOR PLACEMENT OF MARKERS w = BYPASS MANHOLE DURING CONSTRUCTION PRIOR TO ~ BACKFILLING. 12" INLET PIPE PER PLAN O z PERCOLATION BED (100-YR VOLUME) M v 12" PERFORATED PIPE WITH FULL PERFORATIONS A D I LL_ 5 Lu o OBSERVATION WELL 0 INLET PIPE PER PLAN PER ACHD SD-627 SAND FILTER DESIGNED: C. GRAHAM O 18" OUTLET PIPE PER PLAN AND DETAIL 1 DRAWN: C. GRAHAM cw CHECKED: C. GRAHAM D SAND AND GREASE TRAP TREATMENT BED (2-YR VOLUME) THIS SHEET n Ld TYP (ACHD BMP #01). SEE PLAN VIEW APPROVED: C. GRAHAM DETAIL 2 THIS SHEET. 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY z O O U o SAND AND GREASE TRAP TABLE PREPARED FOR: O G20 LLC 50' MIN. PLAN VIEW STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. 18" INV. ELEV. OUT PO BOX 593 al� EAGLE, ID 83616 z n q SG TRAP #3-1 1000 GALLON 2570.04' 2566.10' 2566.00' 2565.50' 2565.25' Q n NOTES INSTALL PVC LINER ACROSS BOTTOM AND ALONG OUTSIDE EDGES OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS N J 1 ACCGROORDING TO THE UNDWATER MONITORIINGCCONDUCTED O IBYLCONGOERT GROUP,RED BY MTI INC. DATED MAY 14, 2019 AND GROUN WATER LEVELS ARE ANTICIPATED AT 5.5-7.0NAFEET BELOW FACTORY SEALED OR FIELD WELDED). SAND AND GREASE TRAP DETAIL (ACHD BMP #01 ) 2 OBSERVATION WELL GROUND SURFACE. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE SCALE: NOT TO SCALE C$.1 ■ O PER ACHD SD-627 BOTTOM DESIGN ELEVATION OF THE VERTICAL SAND FILTER AND/OR IF IT IS HIGHER THAN ANTICIPATED. O z w 2. FREE DRAINING MATERIAL IS ANTICIPATED AT DEPTHS OF 4-5 FEET. 7 0 z V) 3. REFER TO ACHD BMP 21 FOR ADDITIONAL INFORMATION REGARDING SAND FILTER CONSTRUCTION. 4. ACHD MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. O z Q O > 0 J HORIZONTAL SAND FILTER TABLE Q W Q w o TREATMENT BED PERCOLATION BED TOP OF ROCK BOTTOM OF ROCK PERF. PIPE PERF. PIPE 100-YEAR STORAGE � BASIN NO. DIMENSIONS SAND FILTER DIMENSIONS DIMENSIONS ELEV. ELEV. INVERT DIAMETER VOLUME DESIGN INFILTRATION RATE Q w 2565.25' (18") 18" BASIN #1 4'Wx100'Lx4'D 1.5'Wx100'Lx4'D 14.5'Wx100'Lx4'D 2568.75' 2564.75' 2566.50' (12") 12" 2,319 CF 8 INCH/HR Ln 0 z z z w 0 VERTICAL SAND FILTER DETAIL (ACHD BMP #21 ) 1 O SCALE: NOT TO SCALE C$.1 0 `n z z_ U) O J O U z v, Z O N OY 3 M Lv V z J_ QU W N O N CSW PROJECT NO. 21004 DRAWING DATE 08/26/2021 w O @ C8m 1