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CC - Construction Drawings Ld SHEET INDEX IMPROVEMENT PLANS FOR 0��E sFo,tip, m *Q� 0 CALL BEFORE YOU DIG STAPLETON SUBDIVISION NO . DEVELOPER d o ¢�� 1 a_ C0.0 COVER SHEET CALL DIGLINE INC. STAPLETON LLC �_\& W VICTORY ROAD 16970 PRIOR TO COMMENCING 4824 W. FAIRVIEW AVE. 1-3-21 C0.1 NOTES 3UNDERGROUND WORK BOISE, ID 83706 �'�9T C1 .0 FINAL PLAT SHEET 1 10WW"�t ��0 ' (208) 342-1585 LOCATED IN THE NE 1 /4 OF THE SE 1 /4 OF SECTION 25 (208) 336-5355 0� FOF�0 � C.ail4efareyoudl9. LAREN®CONGERGROUP.COM ��/ GFZP co C1 .1 FINAL PLAT SHEET 2 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN NE nn. Ln C1 .2 FINAL PLAT SHEET 3 MERIDIAN IDAHO J C2.0 OVERALL SITE/UTILITY PLAN 'n �, C3.0 GRADING PLAN 2020 N CIVIL ENGINEER C3.1 DRAINAGE PLAN 3: C4.0 LONE PINE HYNDMAN PLAN AND PROFILE SURVEY DATUM IV CIVIL SIE GRAHAM, L J CIVIL STE WORKS LLC W E ~ C4.1 RADIANT RIDGE/SOLARIS PLAN AND PROFILE PO BOX 6059 D o V) HORIZONTAL DATUM BASED ON ADA COUNTY GIS. BOISE, ID 83707 C4.2 HARRIS STREET IMPROVEMENTS (208) 946-3874 °1 CGRAHAM®CSWENGINEERING.COM L U C4.3 HARRIS STREET IMPROVEMENTS (CONT.) ALL ELEVATIONS SHOWN ARE NORTH AMERICAN W HARRIS STREET RUMPLE LANE a Ell °; o a m o C5.0 SEWER LINE G PLAN AND PROFILE VERTICAL DATUM OF 1988 (NAND 88). 0 40 80 160 240 1 o .&M o C5.1 SEWER LINE H PLAN AND PROFILE kD 0 3 � C6.0 WATER PLAN SURVEYOR Co U) u 00 SCALE: 1" = 80' O C7.0 STREET LIGHT PLAN = a m o KEVIN BORAH, PLS fu C7.1 SIGNAGE AND STRIPING PLAN SAWTOOTH LAND SURVEYING LLC z C8.0 ROADWAY DETAILS 2030 S. WASHINGTON AVE. z L. w EMMETT, ID 83617 a °' C8.1 ROADWAY DETAILS (CONT.) (208) 398-8104 Lu C8.2 STORM DRAIN DETAILS ccn f) w w x w W AMITY ROAD o OLu 0 0 LEGEND VICINITY MAP z w W. HARRIS STREET 1"=1000' c, z SUBDIVISION BOUNDARY U) PUBLIC RIGHT-OF-WAY - BLOCK 7 _ _ w 0 - ROAD CENTERLINE o 0 66 LOT LINE o w _ o w ZERO SETBACK LOT LINE 62 - - - - a Q LOT NUMBER 60 BLOCK 1 U) w 3 w Z Lv o � cn CURB AND GUTTER z 63 59 57 56 55 54 53 52 51 50 49 o Z cn 8"SS> SEWER MAIN I w 8"W WATER MAIN ` � 61 58 I O <12"Sp STORM DRAIN PIPE z 64 W. RADIANT RIDGE DR o A FIRE DRANT SINGLE METER SERVICE U�URE _ _ I o U / F 65 LL w o DOUBLE WATER METER/SERVICE B.00 2" BLOW-OFF ASSEMBLY ` I DESIGNED: C. GRAHAM O ® GATE VALVE 25 26 27 28 29 30 31 32 33 34 35 DRAWN: C. GRAHAM Li V L V 04 ti WATER FITTINGS / CHECKED: C. GRAHAM LdLd 24 PNPSE APPROVED: C. GRAHAM 0 SEWER MANHOLE 36 - OR z ® CURB INLET FAT E oso STORM DRAIN MANHOLE \S 23 BLOCK 4 \ O PREPARED FOR: 0 O MONITORING WELL 4�iv 22 21 20 19 18 17 16 15 14 13 12 1 1 � I STAPLETON LLC a_ BARRICADES FP�'1'F� 10 a_ 4824 W FAIRVIEW AVE of }� -r STREET SIGNS 19 qy\ 0 BOISE, ID 83705 9 w a STREET LIGHT 1 17 W. HYNDMAN STREET L; PROPOSED MAJOR CONTOUR (5') 16 � 8 � BLOCK 4 � � PROPOSED MINOR CONTOUR (1') 1 5 z 14 7 0 _ �Ze�°� EXISTING MAJOR CONTOUR (5') _ BLOCK 6 1 3 N 3 8i -- . ■ w / EXISTING MINOR CONTOUR (1') \ 12 1 1 10 9 8 7 6 5 4 3 2 6 soox u O DRAINAGE ARROW WITH PERCENT SLOPE IDAHO POWER INFORMATION z U 5 cn o PROJECT CONTACT: DIANNE JOSSIS - - - - Q z (208) 336-5355 1 DJOSSIS@CONGERGROUP.COM F 1 4 �U O Z Ld o FUTURE PHASES I BLOCK 6 0on - - J Lu a_ TORE PNPSE I 0 \ w w PHASE 3 6.58 ACRES 37 RESIDENTIAL/1 COMMON LOT FU N Ln PHASE 4 7.52 ACRES 60 RESIDENTIAL/5 COMMON LOTS - - STAPLETON SUBDIVISION NO. 1 W m LZ (/� > z PRESSURE IRRIGATION PUMP STATION COMPLETED IN PHASE 1 0 Z) w W Ln > > z SITE DATA Q Z cc� UU 0 NOTICE TO CONTRACTORS ADA COUNTY PARCEL NO. S1225417320 0 _ J W SITE AREA = f 10.60 ACRES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED J cn CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME LAND USE ZONE: R-15 W 0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; NUMBER AREA % Q bi THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO ACHD CERTIFICATE OF COMPLIANCE RESIDENTIAL LOTS 63 5.97 AC 56.3% DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE �,t$ r�►iv COMMON DRIVES 1 0.08 AC 0.8% W OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY Pubk N AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE LANDSCAPE COMMON LOTS 7 2.49 AC 23.5% o ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ❑� , ❑� CSW PROJECT NO. 19043 = UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM PUBLIC RIGHT-OF-WAY N/A 2.06 AC 19.4% WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING DRAWING DATE 09/30/2020 OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE TOTAL 71 1 0.60 AC 1 00% 0 APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. �g ` . Como 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. Q ��unn�Wl � PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 1-33-21-21 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 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 1 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. N 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 M 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. 0 0 cn BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA o 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 O 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 o ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. o w 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 Q 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 U) w QUALITY (IDEQ). w a p z w z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE PRESSURE IRRIGATION 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 o U) AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. w 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 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 CONSTRUCTED. O OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 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) o v PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. z V= 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH Lu o DISABILITIES 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 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT o AND REGULATION. 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 PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL Li L APPROVAL IS GIVEN TO THE PROJECT. 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, DRAWN: C. GRAHAM v SEWER AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CHECKED: C. GRAHAM w 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 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 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA APPROVED: C. GRAHAM z 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. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). O DRAWINGS. 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: 0 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 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS � 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 STAPLETON LLC w 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 4824 W FAIRVIEW AVE 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). THE WASTEWATER RULES (IDAPA 58.01.16). BOISE, ID 83705 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 Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ ( ) 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN ci 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. 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 U) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE 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 Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 NON-POTABLE WATER. 0 p COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A N 3: 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 w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, U ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF 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. O J ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 7 7 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 V) wo PROPERLY DISPOSED OF OFF SITE. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF z z 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY MATERIALS TESTING AND THE SEWER. O O V) INSPECTION, INC. DATED AUGUST 7, 2018, FILE NO. B181107g. U z w 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. w 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO 0 � 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. a_ THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. 0 LL w 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE V) 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 0 Q z Lu cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFICATIONS AND DRAWINGS. W W COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN > m C O z 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 Q 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 Q[ ; z STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE O cn MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. 7 z GRADING/STORM DRAINAGE Q L ce U) 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. O C G ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY O PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY z W DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE J 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 ' Y p 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. W � DEPARTMENT ON SITE AT ALL TIMES. C/) 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 LLJJ TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 113- 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. 19043 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 09/30/2020 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) STAPLETON SUBDIVISION NO. 2 gook , PAGE 0 0 LOCATED IN THE E112 OF THE SE114 OF SECTION 25, T. 3 N., R. 1 W., B.M., CITY OF MERIDIAN, _w l cn C114 CORNER BILTMORF ESTATES SUBDIVISION NO.3 MERIDIAN HEIGHTS NO,3 r L y SECTION 25 BLK 2 CE1116 CORNER BLK 1 ADA COUNTY, IDAHO MERIDIAN HEIGHTS NO. I SUBDIVISION r > ILLEGIBLE 6K 112,PG 16460 SECTION 25 SK 62, PG 6274 2020 BLK 1 E114 CORNER I� L U COR.REC. #9149708 N$9�24'(75"W I320.fi0' BK 27,PG 1692 SECTION 25 O� I� - ---�/�--Co�--- --- --- --- ---i��=89°24'OS"E 184.83' •- oLs 111s W. HARi2IS ST. S 89029`21"E 1078,17` ILLEGIBLE (Jul o 00 � oMo ( 917.23' 218.54' -�- --� ��-------- ---------------------�-- ---- POINT OF BEGINNING COR.REC. #9149708� kD - z i \ `9 -�----------------- -----------------L� • L1 +�I --- 2a2.23�-- --- --- p � � rn O C1�r _• �•} 00 cf) co LL� O � UO i \ l� 1 f Ld ! , • �r_�__ • \ • �, 62 s0 �~ N 88°32 ro 36"W 313,54' L v. w ` , • BLOCK 1 0) i U I • 63 59 57 56 55 54 53 52 51 50 49 1 \ 66 ' y 1I �� V) I \ 1 &1 1 i w ! \ 13LOCK 1 56 i a_ i \ UNPLATTED ! ' 64 1 ry XLd 1 W. RADIANT RIDGE DR. - - - - -` ` UNPLATTED o &5 , 1 Q 'rn Q � E , t Ld z / 25 26 27 28 28 30 31 32 33 34 35 U a 24 g cn U S 8902921"E 107.7Q' v`n.- w • - - ° 99e► • ■ --�` `a o z w O i. 06 • BLOCK4 36 oz w F_ . ti jIt 4ryt�`� 22 21 20 19 18 17 IS 95 14 13 12 ii +` W IM I U J o I rn z Ip �D 19 o o�I 18 9 % 0 z N bi 17 -�-_�- W.-HYNDMAN ST. - - - - -1 �O i 16 ■ - _' 8 z 15 O BLOCK 4 Q 14 `, 7 + o ' UNPLATTED .SBSo�+ 13LL_ j 1 w O ++ 12 11 10 9 8 7 6 5 4 3 2 6 1 UNPLATTED 2 OfS9oS++ BLOCK 6 11, ■ DESIGNED: C. GRAHAM O NORTH BANK OF UMBLER LATERAL + DRAWN: C. GRAHAM F 1�cI 5 1 cwn °--- -'" - -- -- -- - - -- -- co iL I � CHECKED: C. GRAHAM N 89029'21" W 379.58' rv+ 41aAPPROVED: C. GRAHAM 1 f 1 0 I Q M 1 BLOCK 8 Uj L C) + a ra I • N 89°272"W END • 1 PREPARED FOR: 105.t70 0 ---•----- SUBDIVISION BOUNDARY LINE FOUND ALUMINUM CAP ~ SI i STAPLETON LLC � i LOT LINE �r FOUND BRASS CAP UNPLATTED • 4824 W FAIRVIEW AVE � I ZERO LOT LINE(NO EASEMENT) Qo FOUND 518"REBARICAP PLS I4221 OR AS NOTED + ■ - -.. _� • L5� SECT70NALLINF ° BOISE, ID 83705 � ---- --- O SET 518"REBARICAP PLS 10561 N 89 2712 W 116.SD z I —- -— CENTERLINE 1 LOT NUMBER ± -� _------ ACHD SIDEWALK EASEMENT INST. NO. + N.T.S. ■ 2020- ,SEE NOTE 16 , L5 J i f UNPLATTED • ' I z cn • L� O 0 ` ' N Ld 5114 CORNER U SECTION 25 d ILLEGIBLE COR.REC. #2019-091627 7 - --- --- --- --- - - - W. AMITY RD. N 89-04'19"W 2636.35' SOUTHWEST CORNER V)LL. L o PLAT NOTES --- - --- _-- --- --- _ --- --- --- --- --- _-_ -__ -_- _-- _-- CQR. REC. 41030526814 z 1.EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 6. LOTS 49, 61,66,BLOCK 1,LOTS 23,24,36,BLOCK 4,LOT 1,BLOCK 6,ARE RESERVED A5 COMMON 12. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE 36 3 1 0 V) HEREBY RESERVED ALONG THE FOLLOWING: AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE STAPLETON RECORDED AT LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. U O z Ld TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED COMMUNITY ASSOCIATION,INC.. /� w 0O -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED 13. A PORTION OF LOT 66,BLOCK 1,A PORTION OF LOT 36,BLOCK 4,AND A PORTION OF LOT 1, 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2020-029926. BLOCK 6,ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS SEE SHEET 3 OF 5 FOR SURVEYOR NARRATIVE, REFERENCES, J LLJ a_ WHERE (3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT FOR O ` � WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT OFF-SITE ACHD STORM DRAIN EASEMENT, ACHD SIDEWALK ILL. = S.IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE KUNA IRRIGATION AND THE BOISE PROJECT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND EASEMENT AND LINE AND CURVE TABLES A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: BOARD OF CONTROL,IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). 0 Q z -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD L u L u -THREE(T)FOOT WIDE SIDE YARD EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR A5 ASSESSMENTS FROM BOISE PROJECT. PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND O LJJ ' z DEPICTED MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. J 9. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF Ld :2 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATIONIDRAINAGE ENTITY 15. THIS SUBDIVISION SHALL BE SUBJECT TO ACHD SIDEWALK EASEMENT PER INST.NO. FACILITY OR EXPANSION THEREOF OR STAPLETON COMMUNITY ASSOCIATION,INC.. 2020-XXXXXX. OR E OM0f STATES �A NUISANC AGRICULTURAL R�ATE OR PUBLIC, BYAGRICULTURAL ANY CHRNGED CONDITION IN OR A80 THE SHALL BE 2030 S. WASHINGTON AVE. O J Z_ SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 10, THIS SUBDIVISION 15 SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.2019-110907. EMMETT ID 83617 ONE(1)YEAR, WHEN THE OPERATION,FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT Q Q CL BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A 11. A NON-EXCLUSIVE XCLUSNE EASEMENT I5 HEREBY RESERVED TO THE GRANTOR AND STAPLETON O C Z NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL COMMUNITY ASSOCIATION,INC. UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT r f (�pg) 398-8104 O OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." IS NOT COVERED BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR STAPLETON COMMUNITY Cj ASSOCIATION,INC MAY USE THE EASEMENT AREA AS GRANTOR OR THE STAPLETON COMMUNITY FAX (208) 398-8105 z w 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED ASSOCIATION,INC. MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR aaaaaaa cf) SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIES AND Y FUNCTIONS WHICH STAPLETON COMMUNITY ASSOCIATION,INC.IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT L.LJ 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL 8E IN aGIIa�CJ/��y�CI�, aaa WWW.SAWTOOTHLS.COM Q 3: COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. LIMITATION,RIGHTS TO INSTALL,OPERATE,MAINTAIN,REPAIR AND REPLACE IRRIGATION Ld SPRINKLERS,LINES,CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. 5. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF SHEET: DATE: DRAWN BY: CHECKED BY: OB#: DWG#: cf) MERIDIAN. C Ln J .� OF5 1a�2B2a AM/KB K6 124Dz1 12Da21-FP G >_ DC U L1J N O N CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 CD CL O 0 cl ■ O 6 w m 2 0 a_ J U_ F- U) (n N STAPLETON SUBDIVISION NO. 2 BOOK , PAGE YQf o J Y 3: _wl E F B LTNIORE ESTATES SUBDIVISION MERIDIAN HEIGHTS NO, 3 8LK Z CE1I16 CORNER ISION NO.3 BLK 1 MERIDIAN HEIGHTS ND. 1 SUBDIVISION u 0)� ^ C Bl[112,PG 16460 SECTION 25 B1C 62,PG 6779 8LK1 BK 27,PG 1697 L 5$9°24'05"E 1$4.83' PLS 11118 W. NARRIS ST, U E 0 8.17' _ _�. -- -- -- !� 'n o o s� o -- O��c- -- .4 • .. o -- -- -- -- -- -- -- -- -- -- -- - .� POINT OF BEGINNING YJ o c M O 0 LL- -~ a 143.47' 41.36' L2Q C3� - -- -- -- -- -- -- --- -- p) ' L12 _ o Z 3 C31 S7� 79. 22 - • �__ : XO p tD ° N 89°79'2I"W 788.76' LZ C1 ��xr `_- m LLi � cn O o � 'y O �9 • c f� �. / w W 1 a @j N 1 IM m E g I I r ,!'V -� rrs N 88032 36"W 585.05'� -a1 a, Q �3 �h�i -----I.2-.5�,__--- 020.00` ro w a w ,., iI------I ?I ------ -� L o I r la o n col ---_, _38.02' 38.01' 38.01' 38.01' 38.01` 38.01' 42.OI' 20.58� - ~i `~ ■ z • o ❑ �l 62 la a �i al la I -� ----- - --I r----- - -� r----- - - -, N$$°3236"W 3I3.54' u w 0 a o I I� w v v! 60 I I I v' ul (f pI ° 1� Lu W ° �� o^, 'fig i ^ aj z1 I N BLOCK 1 ■ I 5 89 29'2I"E 12Q.5Q' I I , I M = l N 89°797I"W 120.89' I j q a � i o � i c 01 1 • c` ' N Q° � ' ° n I.cy a 57 ' 56 II 55 54 53 m 52 I Ij 51 °i 50 41I 49 Z. 18.5 18.5' Iryo ry,1 10 rn59 w I L_ J5�°297IE 227` � zl :,3- --3 i } g $9 '7I"W I� 0r°q•l ov o ------------ ---X 8 $w 1 ` w,��a s1 I cr, v, W61 i i $ � $i 1 F- ` BLOCK 1 •3 `SSBs.6" 58 4.39' N L-- -- -J L___-- - -� L.--- - J L.__--- - -� O O �v� �8, C41 43.CF 38.Q0' 38.QQ' 38.00' 38.00' 38.r70' 38.D0` 42.0a' 20.58' "' a M 2 UNPLATTED } �I 64 �'f' ■2 1� }� 'ri • 8 !� `r 337.97' udi 1 N 0 O �cp v _��• °tir'r L16 �3b 3 W. RADIANT RIDGE DR. a _ _ _ v • o � _� v N 89 29'21"W 337.97' ,•,., x ` � � ' G3 8C 337.97' w ry 65 43 32.0 ' 32.0 ' 32.00' 32.00' 32.00' 32.00' 3 .00'' ' ' Q,dQ o o g 0 () 66 r�I r- I I 44 ! 1 nI I I I I I I I I I d UNPLATTED (!) \,. \\\\ `ti�?�. ��8� �S�g•.- - J 0 /,}� G°�o jII n pGo,I IIIII dr�$.",,IlIII IIIII va$p`LJ'llI IIII °�q-�IIIil I1II $q^�4lII 1II a�il 1I �p�iil II ggMvll II p°v ll iI M6pIl II iI vC►} zLliSC9pi�8 1- > "I p I -1 z O ti 25 al 26 27 28 29 30 - 31 32 33 34 35 O IL � rn0 Nb L'SI � v" IMI I I v1 1 I W Ml a! i I M U OQEU�I _J j . ` r'LLS S °nyti ! a1 I al I G I I 1 gl �1 1 01 1 gl 1 p1 I F- S I �"� 24 � j �I I ZI I ZI I yl I "i I "'i I I I �I I V I I �I I I �q� o z � j `rSBo 90 o L____J L___J L_-_J L___J L---J L-__J L___J L___J L___J L___J L___J IiJ Z 2��=,�' -po, g 35.00' 32.00' 32.00' 32.00' 32,00, 32.Q0' 32.00' 32.00' 32.00' 32.00' 34.00` S 89°29'21"E 107.70' o z c/) OAF . • �� _-- S 9°29'21" 35Z00' 3.00' 7• - _ ■C5 ~' 99.00 w 41.00' _39.00 r_7.70'�_ w iry l l I I 1 1 I I ! 3. BLOCK 4 `Qa"l I I gI I I of I qI I of I al I I Q 36 LL- pl ! "j I of I aJ I I of I �I al m a o - -�' �' �r v 1 •s2 I��q ■�� I `� 23 wl 1 1 w1 1 w w w w w w O 1�/ -'flys >�`.- r+-�,11 i 22 1 21 I 19 _ I 19 - I 1 18 - 1 l 17tl l 16: l l 15 QJ z I`" 14 `" 13 i 1� 12 � >ti�`'// 7 na'2 7jd . F� s9•■ d I ° I I �I MI MI �I MI I p v� • , O Q ti� , . ■0' I� 2y, qy . ° I a I I I I I I roil 1 IM m ry 1' ` , a o Loll j li ,�jr / /.''? g ■ I a� I �,I I al I �I I ��,,II i al ] cl °p 1 10Loll1 1 p 10 p`7' ■. �I g 0 1 1 0 Lu \ �D/11 ,�, / ��' ej I ZE ! 9 744yy'ZI I ZI I ZI I ZI I ZI I Zl I I i 1 1 v v 1 1 g O �y /� y 9 ,� �, ' DESIGNED: C. GRAHAM �g 1 18 ,°I/ �I :�o- n3 shy • C25 C24 J �32.00'� �32.00'J L32.00'� �32.00 J �32.00 J �34.00 J 20,00' 41.00' 39.00' J 27.70' C1' _�r4 vp �r ��Oh• � � w• . 7 Crs o a °� ,� •?�o 331,45' ;� Cr3•� y�y� �� DRAWN: C. GRAHAM h cwn L� i ° 17 i R I /I�`.� c1� • - - - - - - -`� - ,�� 'D CHECKED: C. GRAHAM r� / �y �+�' W. HYNOMAN ST. N 89029'21"W 331.45' 1 8 , Ld ■J[ % v"?7/I 16, I `9 I/99y, j Imo.-rC CZ8 i o r 1 , / R, S89 2921"E 53.09' < oy. 1 APPROVED: C. GRAHAM IL -Pp•'I a / ^ / 15 I / I r`- C20 41 �sr' Z C� / elf I / / I 3 C3920.36 32.00` 32.00' 32.00' 32.00' 32.Q0' 32.pQ' 37.00' 34.00' �~L3Q C�� 8 �} •�� 016�� BLOCK Iles 1 14., / �`y, ,,r r I I i t 1 1 1 I I I I I 1 7 -J PREPARED FOR: �0710 ,y ��-, .; �'�. ,' �`� / �, , � I � I � I � I � I ti , �I I �1 1 �1 1 �I ,! �11 __----_� STAPLETON LLC O UNPLATTED 13 kp / W I �I I I e1� I I I �NI 1 �I vl 1 �_ - o _ - 0', P+ r 10 -0 } F 5 w '}�+ 4824 W FAIRVIEW AVE ■ / I r�' , I I I I ~I I "il I "ti I 'ti I 'I I "y I `'I 1 4 0 2'15 I �F'• Dp;.i / `a. / °n'lq / �' 1 wl w1 I wl I WI I WI I wl I WI I -5 76 W . C . / 77 / �E 1 11 ° 1 1 10 �1 1 9 1 1 8 �E l 7 �I I s , BOISE, ID 83705 �j 12 = 1 I 5 �l 14 11 3 ` I I 2 ` I } UNPLATTED 2S 3 MI I in1 rn1 rn1 MI 6 I NORTH BANK OF TUMBLER LATERAL of I o1 I vl I8.5' 23.5' I nai'' [ I °r MI I M! r`h M t'-t t"Y M ZR O, I Q ''?�.��j BLOCK 6 �+ I l o f a l I o1 i al ° I $Io Y1 p 2.42' 2.4,2' • �• { ZY ZI I Z I ZI I ZI I Z I I I 1 i I❑ a 7 I N 89027'12"W 105.00' i- I ! I I I ! I I I I I I I I I ZI I Z1 f 1 � g l o �3�� I I I f E I I I I I I I I I I J 22 ------J L------J L__-J L _-J L---J L___J L___J LJ L_ _J L___J L--___1 ki ad! 5 lea l 7 w40.40' 49.27' 32.Q0' 32+00' 32.00` 37.00� 32.00' 32,D0' 32.00' 32.00' 34.00' -� L • 1 I N N L--------------i 4.! o � v ri r_N 8��722�W 1t 00� � O N Y S 89029'21"E 379,58' `� 0 f N 8 35.00?M1 w ry I w v �! 4 I- M w • +, M �v I _ � w j BLOCK 6 v $$9°27'12"E • 7 t+7 I Z L 0 + 1 1 Sr I05.00 () L� ✓✓ 0 a l 1 `' z Z 0 5.00 8.50 23.50' 0 N UNPLATTED ■ ■ • w • -- -- . L5 U z 0 S 89°27'12"E 116.50' L� QC (/� J W or� i o _ LL SEE SHEET 3 OF 5 FOR SURVEYOR NARRATIVE, REFERENCES, OFF-SITE 0 0 z c/) �_ LEGEND ACHD STORM DRAIN EASEMENT, ACHD SIDEWALK EASEMENTS AND W W --- --- SUBDIVISION BOUNDARY LINE ® FOUND ALUMINUM CAP 1 UNPLATTED LINE AND CURVE TABLES O W Q Z � LOT LINE ti FOUND 8RA55 CAP � r ^ \ Z) ZERO LOT LINE(NO EASEMENT) 0 FOUND 5/8"REBARIC4P PLS 14221 OR AS NOTED 2030 S. WASHINGTQN AVE. m V I Q J cn 0 SET 518"REBAR/CAP PLS 10561 -- SECTIONAL LINE Z ------------ PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT • SET I/2"REBAR/CAP PLS 10561 EMMETT ID 83617 Q z - - CENTERLINE 1 LOT NUMBER .r </ (208) 398-8104 O O u- _ ACHD SIDEWALK EASEMENT INST.NO.2020- SEE NOTE 16 /T/� / {,J^f/J FAX (208) 398-8105 z w J L Z � ZZ ACHD NO,020-DRAW EASEMENTSSEE NOTE 15 l-�nd 5urve�ir�g, WWW.SAWTOOTHLS.COM Q Lv SHEET: DATE: DRAWN BY: CHECKED BY: OB#: DWG#: �_ I_ cf' 2 OF5 1012020 AMIKB KB 120021 120021-FP Ln �_ Lf U L,I,J N N CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 C� CL 0 0 ■ 6 w m 2 O a_ J U_ F- 67 Book PAGE V) STAPLETON SUBDIVISION No. 2 , � YQf o J Y awl O >� � U J C1/4 CORNERBILTMpRE ESTATES SUBDIVISION NO,3 MERIDIAN HEIGHTS NO.3 MERIDIAN HEIGHTS NO. 1 SUBDIVISION BLK Z CE1115 CORNED BLK 2 BLK I E2/4 CORNER p� j SECTION 25 BK 112, BK 62,PG 6274 8K 27,PG 1692 SECTION 25 N o r� c 00 PG I546Q U ILLEGIBLE N 89024'05"W 1320.60' SECTION 25 ILLEGIBLE �o °� �, w COR. RFC. #9149708 _ _ W. HARRIS ST. O -{°� ° - ---�i^ems-----� T917.73' ��, ----- --218_54' -� -� - -----L2a- �---- -�•..- --�--- 5 89 29'21 E 1D78.I7' ----- _- ----- ----_- --�-- _- --- --- ---COR.REC. #9149708 X � z •' S 89°29'21"E 132.06' C59 ~~ - L1Z C32 �: ��r- O \ Sg457- , -7 1� ------- ------- CI ^�x {I 242.23' m lLl � .. ° E 153,28' _ _ --------------------- cf) rQ I'1,43 - 13` 13,00 M 1 � � SS8° oLd pp >= O 9 S \ 13 �� 1 i '� I �-- -.�-- --�-- f J N 13°0230"E �`ryy3 �8 �, ro z , I •' u�. p I 62 60 18.50' N 55021'16"W I- w } ■ U BLOCK] 79.4I' 8os� �9- 1 • C�{ 1 I3'OFF-SITE ACHD SIDEWALK \ ss 63 5g 57 56 55 54 53 52 51 50 49 EASEMENT INST. N0. �: �y I I / , �� l I s � w I 61 1 a_ \ }} 13' BLOCK 1 58 ! 1 Li \ LINPLA TIED I 64 ! OFF-SITE STORM DRAIN EASEMENT W. RADIANT RIDGE DR. - - - - LINPLA TIED �' 1 w oN 1 \ 65 y• 1 oyoo I� 0 0 w , INST. NO.13'OFF-SITEACHDSIDEWALK �� `\ ` 1 m 0 , \'� ` s° ! 42 y 25 26 27 2S 29 30 31 32 33 34 35 z I 6y 1 w o 0 O , 24 's JIB 1 N . C, BLOCFC 4 36 �� a"s'� /5�° 7t ' CL cl z r� 1-33Ld F-5 0 ❑ a w . - - f� 22 21 20 19 18 17 16 15 14 13 12 11 M C)w Ja °�' ar� I� Z N� o -Gji9 10 ` Vj �n 2 Z i O Q o Z z ; 1$ 9 `. J Lj- I 17 - _ W.-HYNDMAN ST. � - -- - - - - --- 53.Q9' O 8 z I . 16 15 89°79�1"E O LINPLATTE'D �. 13 \ I L 13' g 12 11 10 9 8 7 6 5 4 3 2 1 6 1 UNPLATTED II DESIGNED: C. GRAHAM ch O BLOCK 6 I I DRAWN: C. GRAHAM NORTH BANK OF TUMBLER LATERAL I I a ' j -- - r -- -- -- - - -_ i m 5 CHECKED: C. GRAHAM M ��, APPROVED: C. GRAHAM I I w 0 4 1 z I CURVE ARC LENGTH RADIUS I DELTA ANGLE CHORD BEARING CHORD LENGTH 0 Cl 62.76' 287.00' 12a 1'45" 5 830 3'29"E 62.63' { 1 BLOCK 6 I ro vi U I C2 359,07' 228.50' 90 02'09" N 44 28'17"W 323.25' I o I --�--� PREPARED FOR: C3 224.9I' 218.50' 58°58'38" S 28°58'40"E 215,11' + + o C4 14.50' 23.50' 35021'35" S 17010'09"E 14.27' 1 z� STA P L ETO N L LC C5 17.28 28.00 352135 S 171009 E 17.01 1 I a_ C6 128.07' 81.50' 90°02'09" 544028'17"E 115,29' I -,+J ' 4824 W FAIRVIEW AVE w C7 157,14' 100,00' 90002'09" S 4402817"E 141.47' + UNPLATTED CS 194.07' 123.50' 90°02'09" S 4402817"E 174,71' _ B O I S E, ID 83705 >- C9 29.48' 123.50' 13040'32" S 06°17'28"E 29.41' I -- - Z z CIO 3I.48' I23.50' I4036'11" S 2002549"E 31.39' LINE BEARING DISTANCE SEE DETAIL SHEET I Q C21 31.48' 123.50' 14036'11" N 3S002'00"W 31.39' Ll S 58029'21"W 72.06'255"E 53.80' L2 N 89 I C22 31.48' 123,50' I4036'II" N 49°38'11"W 32.39' L3 S 0003039"W 57.77' J C13 31.48' 123.50' 14'36'11" N 64014'21"W 31.39' L4 S 0093248"W 47.40' J C14 29.49' 123.50' 13040'56" N 7802255"W 29.42' L5 S 89°27'12"E 47.00' C15 9.20' I23.50' 4015'59" S 8702I'22"E 9.19' L6 N 00°32448"E 3.61' z (n C16 95.57' 176.50' 31001'22" S 73°58'40"E 94.40' L7 N 5404232"E 16.04' LEGEND 0 Y C17 108,29' 200.00' 3100172" N 73058'40"W I06.97' ° ^ ' L8 S 00 3039"W 43.79' _ , V O C1$ 122.0I' Z23.50' 31°01'22" S 73°58`40"E I14.54' L9 S 42011'09"E 31.19' SUBDIVISION BOUNDARY LINE FOUND ALUMINUM CAP 3: C19 11.65' 223.50' 2059'10" N 8705947"W 11,65' L10 S 8405257"E 94.62' C20 28.77' 223.50' 702228" N 82048'58"W 28.75' LlI N 7605737"W 62.69' U Ld C2I 26.00' 223.5D' 6°39'S1" N 75047'48"W 25.98' LIZ N 89°29'21"W 50.00' LOT LINE ti FOUND BRASS CAP O � C22 32.51' 223.50' 8°19'59" 5 68°1753"E 32.48' L13 N 45030'39"E 32.53' C23 22.10' 223.50' 5°3954" N 61'17'57"W 22.09' L14 S 00°3039"W 33.S1' ZERO LOT LINE(NO EASEMENT) Qo FOUND 518"REBAPICAP PLS 14221 OR AS NOTED p[ J C24 22.32' 176,50' 7014'40" N 85052'01"W 22.30' L15 S 45059'01"W 14.02' ---- SECTIONAL LINE > C25 32.83' 176,50' 1003931" S 76054 ----`56"E 32.79' L16 N 04°04'43"W 13.81' SET 518"REBARICAP PLS 10561 U C26 40.42' 176.50' 1300711" N 65001'35"W 40.33' L17 N 76032'00"E 14.14' w C27 205.87' 200,00' 58058'38" S 28058'40"E 196,90' LIS N 6762TIC E 22.20' CENTERLINE • SET 112"REBAR/CAP PLS 10561 z O C28 186.83' 181.50' 58°58'38" S 28°58'40"E 179,69' L19 S 04°18'15"E 16.04' C29 14.50' 23.50' 35021'35" N 1801126"E 14.27 L20 S 79012'03"W 21.28' - - - - - - - ACHD SIDEWALK EASEMENT INST. NO. Q V) M C30 17.28' 28.00' 35021'35" N I8011'26"E I7.01' L2I N 00030'29"E 15.56' LOT NUMBER C31 30.00' 152,00' 11°18'36" N 84051'21"E 29.96' 2020 SEE NOTE 14 U z L22 S 00°3039"W 18.24' 0- C32 29.21' 148,00' 11°28'36" 5 84°51'21"W 29.17' L23 N 70°3545"E 24.79' �j � uj O C33 94.45' 248.50' 38°22'14" N 39016'50"W 97.60' L24 S 83055'02"W 24.32' E �71- LZ] ACHD STORM DRAIN EASEMENTS INST. J LJJ C34 85.56' 148.50' 33000'37" N 36°35S9"W 84.38' L25 S 00°3039"W 32.00' NO. 2020- SEE NOTE 13 O \ 0 _ w C35 13.90' I48.50' 5°21'42" S 55°47'09"E 13.89' L26 S 0063039"W 5.13' ILL w C36 124.04' 120.50' 5805838" S 61001'20"W 118.63' L27 S 8992921"E 20.00' C37 102,93' 100.00' 5805838" S 6I°01'20"W 98.45' L28 N 8902921"W 6.40' Q Q C38 81.83' 79.50' 58°58'38" S 61°01'20"W 78.27' L29 N IS°21'47"E 20.57' z Ln C39 40.92' 120,50' 1902716" N 41015'38"E 40.72' L30 N 00030'39"F 5.00' w uj C40 35.46' 120.50' 16051'33" N 59025'03"E 35.33' L31 S 36047'10"E 12.50' > LJJ Q C41 47.66' 120.50' 22039'50" S 79°10'44"W 47.35' L32 S 58°3544"E 6.84' w C42 41.03' 79.50' 29034'17" N 46019'09"E 40.58' L33 S 74030'06"E 28.96' :2 C43 36.77' 79.50' 26°29'50" S 74°21'13"W 36.44' L34 IS 3103256"W 5.00' ce r /1 > Z) C44 4.04' 79.50' 2°5431" N 89003'23"E 4,N' L35 S 65926'01"E 19.63' V 2030 S. WASH�NGTON AVE.C45 25.73' 25.00' 5835838" 5 28058'40"E 24.6I' L36 N 26°09'24"F 11.5T . z Q V) C46 46.32' 45.00' 58°5838" S 28958'40"E 44.30' L37 S 32°3947"E 18.38' z C47 5.61' 45.00' 7°0830" N 54°5345"W 5.61' ° EMMETT- ID 83617 Q � - L38 S 58 28'00"E 53.53' C48 26.51' 45.00' 33°45'07" S 34°2656"E 26.13' L39 N 30018'14"W 14.72'Ln C49 14.20' 45.00' 18005'01" S 08031'52"E 14.14' Loa 5 31°32'00"W 1.95' ^� �} O z = C50 15.33' 226.79' 3°5220" N 87034'39"W 15.32' ° f �G�8� 3a8-8 �� O �r ~ CSI 62.75' 228.50' 15044'00" N 77046'46"W 62.55' L41 S 3132'00"W 1.95' LL L42 I S 86°3746"E 14.72' U C52 5I.75' 228.86' I2°57'16" 5 63025'31"E 51.64' L43 S 67°02'14"W 9.95' FAX (SOS} 398-8105 z W J C54 58.24' 228,66' 14°35'14" N 49°38'12"W 58.08' L44 S 76°5737"E 97.63' 214 I��C54 58.24' 228.68' 14°3528" S 35°02'00"E 58.08' � /J Y C56 27.77' 228.63' 6057311 S 09038'50"E 27.75' 1..� �O C57 15.I3' 81.50' I0°38'16" S 84010'I3"E 15.1I' GG17�Surveying, GL� WWW.SA WTOOTHLS.COM Q C58 23.72' 81.38' 16°42'09" N 70°30'26"W 23.64' C59 22.75' 283,00' 403625" S 87011'09"E 22.75' Ld c60 3.51' 261.00' 0°46'10" s 77°20'42"E 3.52' SHEET: DATE: DRAWN BY: CHECKED BY: OB#: DWG#: c' 3 OF 5 1012020 AM/KB KB 120021 120021-FP Ln �_ Lf U L1J N O N CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 C� w O 0 0 Cl ■ N \G o \, ESFo 16970 s 1-3-21 v nO �qT�OF Ln 0 30 60 120 180 U J SCALE: 1" = 60' �I f YQf ~ w V p i a m J x F O !_W a Cn w U J z ^ i rr11'n O U O �.I N °In' 00 O U V) J W � 00 M z It CONNECT TO �__�NcozN~vgoJYw_=w~JUn \)�`�\'��°\�\\�\ P�\�\\\\\�\��°�\\\P�—\\\\\\\mac�\—�\F c E\�\\—c\—c'\e\\�\�\—c,\o'�—\\c\—°\—\\F c\\\o\� \�o\\BeL�O\CK\7 �E��-O DO�—-EP�-1III\'\ �I\.\\'PI 1.=eI�\\—\\-`E\\Mw\:9/I I�I�\\\�1•\�I \\•\}��\F \-\—I�II \-\F:��G��\s�\\o�\E`/\X�I-S/FpTc/I�N�-�G�/l 0-J IIII I I�I P III1II III1I_ �E—a—P--I'1II 8(I—„s�s>•�_II 8BII P,L_W — -i \ \/I1IiI1III /.•`.�^E�P\�—`'uN. �izR _ -- _— 11 II aa \a a I I I"I^ I II I I I I \1 II I I I I IaI \3 \ \ oz ,oOo O((Ozz co 0 0 00 u cn 10" WATER MAIN O UL / � o 0- 0 w I N oSEEPAGE BED #3 o vi Ld E1T W. HARRIS STREET EP— �F� —E�N SD>Ld °D _ -- --x ---------- rp INSTALL PEDESTRIAN SD> MO - ----------PATH-WA-Y-C-ON-NE-CT-IO-N-------------- r---------- ao20.00' COMMON 1 �___ ---� r _- STUB 8' WATER MAIN AND 62 DRIVE/SEWER EASEMENT BLOCK 10- INSTALL 2" BLOW-OFF FOR FUTURE TIE-IN 3 SEEPAGE BED #4 zo I 57 STUB 8" WATER MAIN ANDC) 63 56 55 54 3 52 I I 51 50 1 4 B.0. 59 INSTALL CONCRETE PAD INSTALL 2" BLOW-OFF DL-----------3 \ FOR MAILBOXES. SEE FOR FUTURE TIE-IN xz ------------ -----J IDETAIL 6 SHEET C8.0. �EnL o w � \ 58 - - � n r :2w � 6 Q z 64 N ¢ N ov J rn 8 -- ---- u z� o. - 8 > � I;� Of `i z- IF R=48.00 o SEWER LINE 'H' SEE SHEET C5.1 z INSTALL PAVED TEMPORARY 1 25 1 1 26 1 1 27 1 1 28 1 1 29 1 1 30 1 1 31 1 1 32 1 1 33 1 1 34 1 1 35 1 TURN AROUND CO � Lu STUB 8" WATER MAIN AND SEEPAGE BED #2 Lo jticINSTALL 2" BLOW-OFF FOR 24 L--J L--J L--J L--J L--J L--J L--J L--J L--J L--J L--J DESIGNED: C. GRAHAMFUTURE TIE-IN e.0. 3 ss DRAWN: C. GRAHAM r---------- - � r--� r--� r--� r I \Ii \ n CHECKED: C. GRAHAM� STUB 8 SEWER MAIN FOR FUTURE TIE-IN BLOCK 4 1 1 1 1 1 1 1 1 1 1 1 1 INSTALL PEDESTRIAN 23 1 1 1 1 1 1 1 1 1 1 I PATHWAY CONNECTION APPROVED: C. GRAHAM z SSA npo SEWER LINE G 22 21 1 1 20 1 1 19 1 1 18 1 1 17 1 1 16 1 1 15 1 1 14 13 1 12j SEE SHEET C5.0 PREPARED FOR: 10 CONNECT TO EXISTING STAPLETON LLC a / 19 SANITARY SEWER MAINHOLE 1 4824 W FAIRVIEW AVE L--J L— J — J L J L 9 1 Q O BOISE, ID 83705 ce // n\ QQ W. HYNDMAN STREET 8 c3 16 s n v. mr C)N 15 r- z I I I I I I 7 BLOCK 4 1 1 1 1 N SEWER LINE G INSTALL CONCRETE PAD n 13 SEE SHEET C5.0 FOR MAILBOXES. SEE UBLOCK 6 DETAIL 6 SHEET C8.0. J e 12 11 10 I I 91 8I 7I 6I 5I 4I 3I 2 > I z (A V) Q o0 0 w I ^ Z SEEPAGE BED #1 Z L--J L--J L--J L--J L--J L B.O. O w L--_------ w0 ( ! SEWER Q N O SEE C50 � 4 LL ^ --- --- mZ p Lu W WLnz O Ww �; z� -------z 3 n 0 B.O. s S SS SS W N I w 1 3 IR I RR RR IR O Y IR CONNECT TO EXISTING 8" O SANITARY SEWER MAIN LLJ N Q 0lm REMOVE EXISTING BLOW-OFF AND CONNECT TO EXISTING 8" WATER MAIN n W IR R IR CSW PROJECT NO. 19043EP � � I I = I ` LnI ^ DRAWING DATE 09/30/2020 CL O 0 c2mO Ld I— ENS a_ I \\ II II 16970 \ I 1-3-21 E v Y @o O� Mw SEEPAGE BED #3 'L o o \ \ I a / I n0 OFmw o � � \ I 'p//1/ FZQ� Ln J F � G _ �� 2115 - 2715 - - � ` , \ \ `,� ° � \\ \\ �0is \ \ �,O \ Iyo W. HAu�RRREET \\��9 \ \ 1 �'a,_� `/ \ �� \ I U �p �P —��— F - 1 O �\ ��1 �� _ `L ti- 9,� - - 11� - - �!� ° - OF,Q` ro- �' - - _ �/ �tl _ - .b� - Qet - - - - l l / N Oh'o — ,goo��, �, _� -` w r l °' - ,��o � rF ao 2718 — �� ` ��" �� , 27 �" 2695 2690 c 2685 b I W LL E \\\ 1 1`L c�j SD>. 1 ti `� ,� ! - S G� 1 co 1�/ �R .cc �O• 2>7 O ,c. 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I & c s �`� \ \ \\ \ \� \\ O \\� \\ \ \ \ \\ o \\ ��ti °� 2 O S \ col co i INI / m E \� o ti '�o• �� ro \ NN r \ S �.� �j \ \ \ \ BLOCK 1 0 69 N NI \\ \ \ 1 O 1°p'_ 2717 `l� \ I \ \ N \ \ \ \ \ N \ \ 00�,\ \ \ \ \ \ 0 9S III I I II Z ,�6• 7.1 �, ,s F F F F F F F F F F F \ F F G o ? I I ( a L \ _ F F� 5 8 s• a• �. �. y6 yti ti� �o�. o �� °` \ ° \ 6 y o� y° F \ \ \ 00 \ tip° \ o � \\\�\ \ o• 2>J> ` ti��6 64 2��6.1'1' `1• �• ti ti� °Y tiIN-- 'L �. ti— °L °Y � ti� ti- ti� ,gyp°• 9y\ \ \\\ � \ \ � os ��. 6��• I I � I ` \ F B.O. � � � � ti. ry \ �G \ \\ \ D� \ FG 0�' _ o \ \ \ \ _ Off' \\ 2��6 - - - - cn \ EG — EG cn \ gyp. _ _ � �O \ W. RADIANT RIDGE DR O ol X � •�� O� '6C - �� oo ' •rod 'h6 . .O� _��• ko _6• 6 EG � \ \ \\ \\ �1\\\ ��^,\�\\ \ \\ �ro'` \ \ � II 6�0•� I Ld p ��\\ h ti ti ti ti ti ti ti ti ti ti ti ti ti ti CD \ \ \\ \ \ ��, �� , / ti G F F F F F F F F F F F F• , F �EP _F F F \ G g°'` yes BLOCK 4 I ,\�1° ,�° \ \ \ �\ \ \\ 0,�� \\O \\\ ��\ \ \ \\�69 tip`°� \ \\\\ I I - 268$ ' a� \ Q11) \\ \ ��, -7� ® 1� ,�.6' 2 I r'� `O SEEPAGE BED 2 co^ \ \ \ \ \ \ `ti�0 \\ \ \ `I^O\ \G\ \ \ \ O �G\\ \\ W N \ \� \ \ \ \ . o sR ° co 00, Cl ?_5 26 ^�° 28 29 3 0 31 32 03 34 35 \ \ �,� \ \ \ a� F\ \\ \\\ \ `` 9� w ` !� \ F�' , 78 27J6 \ O \ 0��° ^ 76 N �S \ S \ Z FG FG FG FG z\i, GFGG �G �C� �G �G �G 3 �G FG FG \ \ \ \ \ \ 0'` \oX�o� � �.�` 60 y�O ff` 1 `ti 1 ° HO �. ° 1 6 \ �C� \ 2, \ �^O \ � \BLOCK6 a ti � � � \ \4 �. �. �. �. . �. '. '. 1 1 1 O G \� � t1 �� ti� �� --- ti� �� ti� ti� ti� � `L� \ \ \ `L� '` 0 ^� O 0 6 k c�j O G \ \ 1 A�% Off' \ \ \ !� 1 �\\ \\5� �L6 I \ I I I � z °� h 0 0 �l. 6 h`I O° G \\ 1` 1'` 1 1 1 1 1` 1'` 1� ,�. \ Al'lb \ \ \ F \ \ C \ \ ,�0. F E9 \ z O �v�\�\\\ \ ��, ` \'Y �G `L 'L �Y 'L 'L 'L 'L `L `L �L �L `L O O°'' G \ \ `I• �L \ \ o CL z �\\\ Fc\�\ h� S< \ ,�0 F F\?> F F F F F F \ F F F F F .�� ti \\ 0�O\ \\ \ r'�\ Off' \ \ 1°0 G \\ \ \ \ a a 0 �6' ON ti� 23 J9 / �� \ BLOCK 4 FG p°'' \ \o \tip x ti\ F \ \ \ �� I \ \ o F /61FO s 0 0 \ ti� \ �° °� a °� N M oQ' \\ p F F44 22 21 20 19 17 16 14 1 12 �� F \ \ o w a z \ G `��--�- 2717 �`^ ' FG 0-1 Y 2>J8 G / ti1�$ �11� 116 1 0\ F \\ Apo \ \ \ ti G \\ \ \ \ \p\ \ \ ��, \` I = / w —\ �1 F / \ ti \ F \ F 0Of G 96 \ 6� F FG FG FG FG FG FG FG FG FG FG FG \ \ h \ \ \ \ !� \ \ \ ti� \ \ C� u'9 Q ,�'� 1. 1. O. 9\ 'L \ �: 2) 19 F o .��'�' o'% 6� o o� \ h �, FG \ y' FG �G �y \� ti� �1� �1� �L^� `11� �y1� �y1�� ry1�� ry1�0 �1�0 �y11� r11�� /,��D�� F�' , \ �G O°'' O °� "O. \ G \ I \ \ G O\ \lk \ _u F 6 �'� F �S o6 po ,� _ 16 ��o �yti W. HYNDMAN ST � \ �� , 8 \. ti� F° \ �,\ �\ ti� o 0 1'` ro°' �ti G \ 1 g& 0 �.\ 'p°6 ,y 1 5 �y�� ,��•° a e h h ti w ABBREVIATIONS ti� ti o ��1ti \� F�' /`L� ��`� �'`� �'`� °`� '``O �.`� ,�'`4' 1�h �'`h �'`k �60 R �,�°` 7 \ \ \ \ \ \ ^p� BLOCK 1 ,�• Z CL CENTERLINE \�� \ ry1� " �;� �20 G I L� L� L� L� L� ��\ 0 14 i F o 0 0 0 0 0 `b G \ `l• Q I DESIGNED: C. GRAHAM \ �° FG F 0 0 \\ \ \\ .c\2�0 c' , / DRAWN: C. GRAHAM Of o EG EXISTING GROUND `� c; o°' 2 °� \ \ h '� �• ° A \ p \ \ -1 r� 4j O F \ F. 3 � 'S°c�° 2> ay 1.38% 1'` 1° \ 8 \ I w FFE FINISHED FLOOR ELEVATION cwn FG FINISHED GRADE G �� y� '`� F�' 1 rn % ' Q" ti� FG \ \ I \ off'` \ \ \ °' 0,1' CHECKED: C. GRAHAM w FL FLOW LINE �' \��ti°' �k G 1 2 1 1 �� 10 9 8 �,� 7 6 N 4 3 2 j F�' 1 " IFG , 6 FG , G h '� F 9 N 1 O N .c� O \ \ \ \ APPROVED: C. GRAHAM GRVL EDGE OF GRAVEL ? � ; HP HIGH POINT ��o\G\ \ h� N SEEPAGE BED 1 \S ti��py\ c es�. \\ \\ 2:1 U INV INVERT �4.�'\� prOO�\ \� �y'�° O I I I # \ `� �`l, \ \ \ \ 9.�• \ n I v ME MATCH EXISTING ��ti \ �g6 �O� G\ \ BLOCK 6 / — II I F° . ti��y" FG , \ ?�� \ �, I\ \ \ `�� 16� \ �/ PREPARED FOR: o RIM RIM ELEVATION B. G \ \ \ \ \ o TRC TOP BACK OF ROLLED CURB ti ° s - - - - - °'� o• `� \ / STAPLETON LLC / / \ ,gyp \ \ \ \ 4824 W FAIRVIEW AVE � TVC TOP BACK OF VERTICAL CURB \� ' s• /// � \ O� \ 9• \ ,��, o I� w TOA TOP OF ASPHALT o�° / 6\° / 1 \ ti^�h F�' \ \ \ �� \ `ti \ I BOISE, ID 83705 TOC TOP OF CONCRETE I o / 2 j G \ o \ \ \ ,�.• \ sue. FG \ \ \ ��O � I �_ \ \ 9. SEEPAGE BED #4 GRADING NOTES �� I G O � � \ �9 j, " �8 c�N c O �G \ �, N 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR '�' 9 �°� F G A / 1 Y A• p. 2721 F G G G G G G G G °DK E 0 a' TO STARTING WORK. o I ti - ��h o �� F � F ° � 6 F � F ° h� I N y ��ti ^�g• �,�o,• �,�g• �,�g• 11� ^��' ��,�. ��,�' �j `�s• L �� 1'�G \ - - ^CNN d w 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE I I ti ti ti ti ti ti- - ry / 0 i ^ F G \ 3:1 �, U PROJECT GEOTECHNICAL REPORT. c I 2�2 `V �` \ \ �10 c �> 2719.60' / /� \/ W. BROYHILL ST -► FG W �� ^ptK \ \ ° s�, ' J 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND �' Ao, \ r, / Fc // h�— ° �, �FG ?� �y�° z U FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. �, / ?,� _ �,�.�h'' SEEPAGE BED #3� ?• I ^�, ,cc °� 0 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY I I - s8•` �� ,�. �� ,� �� ,�, 2�i �� , �� , FG , ?j �R�, Z Z BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. �� l `� �' e c 8 c c c c �� c �s Tc �s' �c �s �c JS 2j7 2> �>> \ \ \ I O V) � I .s I' °• �, s• , ,�• �• 9• �. ,�. _� , . � — — — — — so• ti° 3\ °,�• FG \ \ �� I I U Z w 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE I ��2716 `ti 2712 �.'`k \ \ ��- I Z 0_ EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS REPLACED AND RECOMPACTED. I - -'� �° c N N (.0 I �� \ \ I �[ Q O J w 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH LL THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. 0 0 Lu Z V z 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL > m Z w USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. O Lu Q GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF R R ce EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL O Q REQUIREMENTS. Q 7 z ce 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL L CCL u HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN I I 5' SIDEWALK O O G ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED PAD ELEVATED 8" ABOVE BACK OF J LOCATION. I SIDEWALK (MEASURED AT CENTER OF LOT) I z w 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE J Y CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. W 0 CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. ✓/�//.�//.�//.�/�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�/. //.�//.�//.�//.�//.�//.�//.�/�/. '' c a C (n J 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, G > ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. 10.00' 15.00' ILLJ 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL o BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND N SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. TYPICAL LOT GRADING DETAIL 0 30 60 120 180 CSW PROJECT NO. 19043 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE SCALE: NOT TO SCALE C3.0 DRAWING DATE 09/30/2020 � CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. SCALE: 1" = 60' w 0 U 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY MTI INC. DATED 0 CIO AUGUST 7, 2018, PROJECT NO. 8181107g. N \c� � E SFo�ti� 16970 s 1-3-21 v n0 �qT�OF\OPT U) Ln 0 30 60 120 180 Hill N SCALE: 1" = 60' Y 0 SDMH #3-2 \ \ II W � E F f 35 LF 12" PVC ® 1.08% /\\ \ \ \�J \ / U J , e QD QQ Mw CB #3D \ o CB #4A c > oIT v - - _ Mw 0100 0.12 CFS \ Q100=2.39 CFS \ � E Q100=0.17 CFS \ \\ \ \ N ,n a) 00 H+ 0 M o t6 LF 12" PVC ® 0.30% SDMH #3-1 " - - \ \\ \ \ \ \ o °� t21 LF 12 PVC 9.10%_ - 1 \ \ \ \ \ \ \ \ \ \ \ \\\ \ J \ x � a z �- EF- �/ - ` W. HARRIS STREET \ \ \ \ \ 1 \ p = f 122 LF 1� f93 LF 18 PVC ® 0.00% 1� \ \ \ p� D4 1 \ \ \ 1 1 \ 1 \ 1 I 1 1 1 \ \ a co N - - - - - - 12" PVC ® 0.3091 �P E EP- �� __��- FT EP 1 1 1 \ \ \ t13 LF 12 PVC ® 0.50% v _ w m U) U 00 -cf) BLOCK 7 - - -I �� SDMH #3-3 r - - - - - - - �= -�E F� r L�j -fir -` - -Ei' _ _ - o W - - - - - - - - - - -_ - -� - - - - - - - -_- ~` - - - - - _ SDMH #4-1 OiyA °0 ro Ld �A \ - CB #3A 2718 - �� BA, � _ I u \\ \\ \ Q25 0.37 CFS SG TRAP 3-1 2717 \ \ ^ Q100=0.52 CFSA # \ \ \ N I I I \ - �- - S!�\\\\ � \ \ \ \ \ - CB #3B ±82 LF 12" PVC ® 0.59% SEEPAGE BED 3 \ \ \ \ \ - \ \ 2) ` \ _ 9y \ \\ # \ \ \ \ �.�9g SG TRAP #4-1 `�\ \ \ Q25=1.06 CFS I \ \ \ p 26 y � \\\ Q100=1.47 CFS t26 LF 12 PVC CAD 0.50% 12 Wx82 Lx10 D F BLOCK 1 \ \ \ \ \ \ \ \ 2j � �� `- � I I a_ 100 YR VOL 3,909 C \ \ \\\ \ \\ \ \ \ \\9\ �\\\2" PVC ®0 -- A� N \ \ \ \ � ' 1 - w \\\\�� \ \ co ±48 LF 12" PVC ® 0.50% .�i� ^ O SEE DETAIL 1 SHEET C8.2 10 \ \ \ \ \ \ \ CB 3C 3 \\\ \\ I ® N Q25#o.ss CFS 5 7 ti� 56 5 5 �1 \ � N \ \ \ \ \ \ \\ \ --~Yo \\\ \ \ N e.o� ® 100=1.24 CFS `V 5 9 �' �11 N \ N \ \\\ \ \ N \ \ \ \ \ \ \\\� \ \ BLOCK 1 \\ \ SEEPAGE BED #4 - I I I I I I I I o 53 52 51 50 \ � \ ��\ \ \ 9 \\\\\ \ \\\ \� I Q 2717 _ / \\ \ \. \J \ \ \ \ \ \ \ \ \ \ \ \ �: \ \\ \ \\ 20'Wx96'Lx1o'D ` ILII II II IIII Q \ \ \ CB #2A \ \ \ \ \ \ \ \ \ \ \ \ \ \ 100-YR VOL=7,676 CF I I I I ° ±21L 12" PVC ® 0.50%/ Q25-1.17 CFS \ \ \ \ \ \ \ \ \ \ \ \ SEE DETAIL 1 SHEET C8.2 \ \ \ \ \ \ \ i O I o 58 \ Q100=1.64 CFS \ \ \ \ \ \ \ \ \ o I I I - c� 61 \ . \ -CB #26 64 Q25=0.81 CFS \ \ \ \ \ \ \ \ \ \ \ \ \ S III I I o p _ - . _ _ � _ � _ \ \ \ \ \ 1 I W. RADIANT RIDGE DR � Q100=1.12 CFS \ \ \ \ O !�► ±22 LF 12 PVC ® 2.96% \\ \ N \ \ \ \ \ \ \ S Nl I ICI o z \ I I I o o I z �y\\ \\ �\ \ \ / 2)7 SG TRAP #2-1 \ \ \ \\ \�\ \ \ \ \ \ \��\\O\\\ \\\\ \\ \ \\\\89\\\ \\ �I I I I I a a v w a o ��, �Q c~n \ \ \\\ s ?_5 26 28 29 3 31 32 \j . 34 35 \ # \ \ \ \ \�� \\ �\ \ \ \. \\ \ \ ° °' \ \ . 6 \ SEEPAGE BED 2 \ 9 \ \\ / 10 Wx79 Lx10 D \ \ \ \ o \ \\ \ \ \ \ \\ \ \\ \\ \ \ I \ \ 2) 100-YR VOL=3,174 CF \ \ \ \ \ \ \ \ 1 \ \ �f\09 LF 1\ PVC ® 5.12% \\ j ` 1 I / I O SEE DETAIL 1 SHEET C8.2 \ \ I a t90 LF 18" PVC ® 0.00% • \ � \ \ \ \ \ \ \\ \ \ \\ \\\ BLOCK4 \ \\ \\\ \ \oS \�\\\ \�\ \ \ Z 24 \ 2712Ld - o �\ \ \ \\ \ \ ® \ - p \ \ \� \ \ \\ `\ \\ \ � �\ C\\\\ \ \ \\ 1 S \ \ \ \ \ �� \ \\ \ \ \ \ `I IIII o II I I n \ z � � 2 3 w o \\\\ \�\ \ \ \ 5 \ SG TRAP #4-2 \ I N � \ \ ,� qy 21 20 19 � 17 16 14 �� 12 \ \ \ \ \ _ p �CW\F��\ `�^� / `L'11� ' � I CB #1 B 1 I d\ � \\\ \\ \\ �\ \\\ \ \ DESIGNED: C. GRAHAM Q25=1.81 CFS \\ \ \ \ \ \ \ �,\ \ \ \ \ o \ \ II DRAWN: C. GRAHAM �i �� - / Q100=2.52 CFS 2�15 CB 1 A \ \ O9\ \ \ \ \ \ \ \ \ \ \ \ �N \ \ I cn \\ �\ 1 1 9 # \ \ \ \ \ \ \ oo \ \ \ I I I / CHECKED: C. GRAHAM \� FG�� \ \� Q25=1.35 CFS \ \ \ \\ \ \ N� \ \ \ \\ �\ 1 �\ \ / Q100=1.89 CFS \ p \N \ \ \ II I o co \ I APPROVED: C. GRAHAM \�\\� �\ 8 \ \ \\ o \\ \ \ 5 \\ \ \ \ \ \ \\ \ oh a o \ 2718 \ \ \ \ \ \ \ \ r N Q o \\.\ \�FG\ l 7� _ - W_HYNDMAN STREET - \ - 8 '\\ \ \ \ \ \ \ \ \ \ \ \ \ \ N I ° \ \ \ \ \ \ z PREPARED FOR: o \ \\ \ / 16 f20 LF 12" PVC ® 1.35% ��f29 LF 12" PVC ® 0.50% \\ \ \\ \ \ \ \ \ \ \ I Q \\ �� \ \ \ BLOCK 1 \ o STAPLETON LLC \\\\ 1 5 2��a \ \ \ \ \ \ \ \ 4824 W FAIRVIEW AVE w / \ \ N \ \ \ \ \ I \ \ W � t`\ BLOCK 6 14 ° 7\ \ SG TRAP #1-1 , , \\ \ �s\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ BOISE, ID 83705 zQ \e\�\\\Fc\ i fl 3 ��,� I V' \ \\ \ \ \ \ \ \\ \ \ \\ \ \ \ 12 STRUCTURE TABLE STRUCTURE TABLE \\\\� \ �,� 1 1 ��, 10 9 8 7 6 I 4 3 \ ' 6 9 \ \ 41 cn STRUCTURE NAME: DETAILS: STRUCTURE NAME: DETAILS: \\\ \ 04 SEEPAGE BED #1 \ \ "�� \ \ \ \ \ \ ( z 15 Wx84 Lx 1 o D \ t95 LF 18 PVC ® 0.00% N _ p CB #1A " RIM=2713.78 RIM=2715.40 \\q� \ \\ / 100-YR VOL=5,066 CF �� I Y \ \ \ \ \ \ 0,9 (� � 12 INV OUT=2711.26(S) SDMH #3-2 12 INV IN=2711.21(W) \\� \ / SEE DETAIL 1 SHEET \ \ - 12" INV OUT=2711.21(S) > I N\\ I \ \ \ U �l RIM=2713.76 \ Q \ \ \ \ \ \ O CB #18 12" INV IN=2711.12(N) RIM=2715.03 \I \ / f //� 1 \ �' N \ \ \ \ \ \ \ \ \ I / a \4 \ \ \\ \\ \ \ \ \ \ \ \ \ z 12" INV OUT=2711.12(S) SDMH #3-3 12" INV IN=2710.83(N) I \ � / / / J \ \ \ � v 12" INV IN=2710.83(W) I � CB #2A RIM=2711.62 12" INV OUT=2710.83(E) I I I I III 2�20 // I BLOCK 6 � � \ 2\ \ \ \ \ \ \ \ \ \ I z Z p 12" INV OUT=2709.10(S) / �; _ \ \ \ �� \ \ \ \ \ RIM=2711.56 RIM=2679.73 I I �/// I \ \ \ \ \ \ \ \ or� CB 12" IN - 0 SDMH #4-1 1�2 INV IN=2675.50(W) I \ \ 2j�/ / 2�7 0 \ \ \ \ \ ?�� \ \ II I U z #26 12" INV OUT=2709 0(SW) 18 INV OUT=2675.00(SE) I i \ \� / 9 / 8 2)J, N 1 0 \ \\ \ \ \ \ \ \ \\\\ O \\ I Ln J Q rr RIM=2707.34 _ / ( \ \ \ \ I O \ J RIM=2714.12 SDMH #4-2 12" INV IN=2698.48(SW) I /^ / / / - ^�h - - � o \ \ \ \ \ I �I I LL /= CB #3A 12" INV OUT=2711.60(N) 12" INV OUT=2698.48(N) I I I / \ \ \ Q W ~ RIM=2713.72 RIM=2685.92 m I v//�� ry W \ \\ \ \ I I W W CB #3B 12 INV OUT=2711.20(E) SDMH #4-3 12 INV IN=2675.60(S) I / / / / s \ \ \ \ \ / ( m u z 18" INV OUT=2675.00(NW) I I \ / „/ / SS I I I / O ZD L Q w RIM=2713.71 I I - / _= G� _ �� \ / W z � CB #3C 12" INV IN=2710.96(W) RIM=2714.56 = - - / J - - - �s \ I I � 12" INV OUT=2710.96(E) SG TRAP #1-1 12" INV IN=2710.85(N) I I / / R \ I O Q U) RIM=2715.21 18" INV OUT=2710.00(S) CB #3D 12" INV OUT=2712.25(S) RIM=2711.96 O C RIM=2678.84 SG TRAP #2-1 12" INV IN=2708.35(NE) CB #4A 18 INV OUT=2707.50(S) v 12 INV OUT=2676.31 S z w J RIM=2707.48 RIM=2717.27 CB #46 12" INV IN=2710.35(W) J Y 12" INV OUT=2704.96(NE) SG TRAP #3-1 12" INV IN=2710.35(N) W p RIM=2707.46 18" INV OUT=2709.50(E) w CB #4C 12" INV IN=2704.84(SW) RIM=2679.39 � 12 INV OUT=2704.84(NE) SG TRAP #4-1 12" INV IN=2676.25(N) C cn RIM=2714.19 12" INV OUT=2675.65(E) G Ln U SDMH #3-1 12" INV IN=2711.58(S) RIM=2707.78 W 12" INV OUT=2711.58(E) SG TRAP #4-2 12" INV IN=2704.65(SW) N 12" INV OUT=2704.05(NE) 0 n1 CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 C� 0 c 3 . 1 F KEYNOTES 0 20 40 80 120 0`` ��ENSFo °-_° / 1O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH Q�(� �►� O TRANSITION TO NEW ASPHALT. 6970 = 40' � / 0INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH TRUNCATED DOMES PER ISPWC HORIZONTAL SCALE: 1" 1-3-21 1 VERTICAL SCALE: 1" = 5' / SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". C �� O �TFOFOE� ��P�.ZP� / O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. _ =9 �5�� W. HARRIS STREET �'iyNE M GAP L ® INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 1 FOOT SUMP. - _ - EP- O EP _ � O lz INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 1 FOOT SUMP EP _EP L- N O6 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES SHALL BE - ` 4) EPI�Ep�EP EPJEP 2 0 THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. _ ti�� ro�'x, - - - O7 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." J -9- o SD ��yh W o V) TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL ^ - 14+pp ��'o u J DECALS. N �- o �� o rn o N ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. a ,os LG I �� N o � c M SITE KEY R=25.00' 2713.98' ^ x O 5 FOOT CURB TRANSITION FROM 6" VERTICAL CURB AND GUTTER PER ACHD SD-701 TO 3" ROLLED CURB 2714.04'� a X v 0 1"=250' 9 AND GUTTER PER ACHD SD-702. - - 2 LG m L can �� R=25.00' O - @) o '. 0 2 m E � 4 < LG fu Z ° 0) W w U Z w I �G W \�j ,, `� �Q� °� , - �xoo N INTERSECTION DETAIL N o o ��/ / / 1�� SCALE: 1 "=20' uj \/ o O O 9 0 0 0 0 59 31 w �o /�FP so j / 4 SEEPAGE BED #3 X r O z X00 2715.66 TVC. O �P / �� 10+31.63 58 0 30 / 50.78 L 0 � / 62 29 w 2 1 BLOCK 4 Q o O / 2 \ 2714.24 TVC 61 2 8 0 C) ~ 10+56.03 2 3 z O U z � 8 Ld 4 4 63 / 27 22 21 Q x�� /��$ti �c o0 2714.27Tvc 19 18 17 16 15 14 13 12 11 o Z w z o� a �Ox1 56\ g��0 1;+89.83 26 � h� Of a �• cn 2714.47 TVC �L 6 n o z _ \ +04.88 9 ti� �OxO G W 0 to L0 p 2 0 0.06 �O 2�14.64 TVC 25 \ g0 10 �G of Lo G G G G G - O 28 TVC 64 z 11+04.8811+19• o BLOCK 4 �6 ��1 6xa O a1 �` 5 �Q y y O 3' \ + x00 `y = 1�A60x00 g`'�xOp�• �1��xk6h 0� � 1 h0 x�0� �O x by m + 4jS ti� 5 GAO 2714.47 TVC \ 6 4 � ® \ � `l' '`—`L� 1� ram• p� Sri � rn `L 0 O• 714.64 TV ® 2714.8 50 4 6 5 21 N N N Lu 11+2834 \C \ 11+ -\ 1 1 6�° c< `�?0 ��Y 17+00 0 o W. HYNDMAN STREET o � O 31.19 R \ 22 \ R a °� A o _0 3 m 1 p - I - - - T— - - _ 2715.01 NC \ \ �yx��y O� �G ° 0 �Im�+ - o 19+00 o m 20+00 0 R �2� 6 +-ter m - ��0.00' DESIGNED: C GRAHAM Q 2 RX ° �� rQ X O O \ \ O \ 2 s6+ ob+ ° 1 �. 2 3 `rc 1�1 g1 �QS'� 2 DRAWN: C. GRAHAM 2 U hjn�/0 >\\ O� ,�sSsol6' I/ �� X�hO 24 C) x�rO60 Oy1 O G=aj G h G h G G G a G G Ud a� N� ?�i c>, 7x00 v > 7 M' S 1 ^ �a,yro 2 U N U o �0 1• x0 �O 0�1 . �Q /-A< Q O� `'� `'� ``� � sU CHECKED: C. GRAHAM ul ~ \ 2X APPROVED: C. GRAHAM W co �- \, O > L G o aory �0 '�• x `� L � h 0 . `L O h 0 ra o ao �A `� Lnn ao \\\O S S C' J + `o x y x '� x x O x '�ao �?>> 2S _ - 2>> 66, - h 0 �_ ti 1` 1' 6' 6' . 6' . h ' � o A m� � x x n N rn rn m 1 �1 1• -1 1• 1 0 0 0 �i M N x o - - - -N ao�o \ V.co of o \ S 1 rn + N Lo + �1 `L 'L . . . . + �ci + Sri 9 O rei o M Z +M ^ 2 N� S - �+?S.) I ��^ro�x^�•— — — — 1 \N N ^ rL rL �L w ti N N �' °+' N b Q w N N ^ rn rn N 1J S = o N \ \ Rom�OQOO � � ° L 2 0 3 a \ PREPARED FOR: ® ® 13 \ o M��3+p® 3 � 14+00 o 15+00 o m 16+00 �� N ,' \ STAPLETON LLC \ ' ° — o — — -q m — � R=20o.00' \ °° 4824 W FAIRVIEW AVE "'��° �\\° [) ~ 3 S. LONE PINE WAY "' ~ C1 12 1 1 10 9 8 7 6 5 4 3 2 ', BOISE, ID 83705 z \ 1 �G 9 SEEPAGE BED # Q U `Lx°'� ow �19 Ax Ax `Sx `Sx `rx Sx c� tip` ti ?� - 63s �Ac ssc 90c �� o sR �c 96 �c 'a �c' J O J Ok�� G ,O 2 g SS SS SS SS SS SO 9, Z x tK Sx B Lu 0 `� I f V 2 30 L.L ------------------ ------------- -------------------------------------------------------------------- -------------------- -------------------- ----------------------------- 19 18 17 16 15 14 13 -- - ------------------- -------------------- -------------------------- HIGH PT STA = 16+73.68 7 c� HIGH PT ELEV = 2717.78 L LL_ P PI VS EL = 2717.87 9 ------------------------------------------------------------------ - 7 2725 2725 K = 31.48 25 Z z ------ ------------------------------------------------------------------ LVC = 50.00' EXISTING GROU N D O z ------------------- -------------------- --------------------------------------------- o - I�I� c0 --------- ------- --- ----------------------------------------------- a_ Q z O W -------------- ---------------------------------------------- -------------------- ----------------------------------------------------- ----- o N CO N EXISTING GROUND Lo� o� - - - - - - W N 0 -- � --------------------------------------------- ------------------- ------------------- ---------------------- -- ------------------- ---------- - +N +N ----------------- -—------------------------------------------- ---------------------------------------------- + � ui N co cri rn CD II � 11- -- - - � r J 2720 N o+ � C° 2720 _II W.=� - II w - -- co o p Of 11 + — U U I- — o -------------------- ------------------------ _ _ -----------_11 11 04 O cn W H Q II - -- — II N LLJ --------------------------------------- -------------------- z CjCL a- > >- N W - - - - - N W Lu a > > — —— — — — — V --------- ( -----------------------------_ - - - ---------------- --- 0.60% -- ------------- --77 ---------- --- ------- 0)n ----------------------------------- ------------- -0.9 97e -------------------- ------------------- - ------------CL CL \\ Q � 2715 -1°74� ,-1.259;- - - - - - - rnn 2715 0�_ 15 - - - - z ------- --------- ----- ---------- -------------------- -------------- -------- � --------- --------- +� ----- ------- --------- .r �N N ------------------------------------------------- --------- -- ---------- -------------------- -------------------------------------------------- - II ----------- ----------m II O = oo- N FINISHED GRADE v W W N M ------------------------- ------------- --------- ------ ---------- -------------------- + a ------------------------------------------------------------------------------- -- o °' `�p FINISHED GRADE --------------- U N +N - II +� W-------------------- -------------------- 11 2710 m w w W 2710 o N 2710 J z Y ----------- ------------- CL ------------ --------- -- ---------- ------ -------- --- --- ---- ---------------- ------------- --------- ------------------- ------------ ----------------------- ------------------ ------------------------------- -------------------- ----- ------------ ------------------- a uj EL 0 DRAIN 12" STORMSSINGY W W ----- ------------------------------- --------- -- -- - -- 12" STORM z ~ ---- -- ---------- ------- --- ----- ----- --------- ------------ -------------- --------------- ---- RAIN CROSSING � ----,ERR_-------- ---- 2705 2705 05 N N i-. n 00 O M O I� O O 00 O �O O O O O O O O M O �R N O OD n O f0 0) O 0, O M O M N O n M O O N O O N O IA M 00 00 M C a0 Il N t0 I, 7 N t0 a0 M I* a0 N O t0 t0 I� n n t0 OD t0 OD t0 OD n Oi I� \ Of I� O n O n t0 t0 In O u O Of n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n N N N n n n n n n n rl n n n NN N N N N N N N N N N N N N N N N N N N N N N N N N \ N N N N N N N N N N N N N N N N N N O N CSW PROJECT NO. 19043 = 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 \ 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 O DRAWING DATE 09/30/2020 0 S. LONE PINE WAY PLAN AND PROFILE W. HYNDMAN STREET PLAN AND PROFILE o STA. 10+00 TO 1 6+2 5 STA. 1 6+2 5 TO 21 +00 C4mO e KEYNOTES ° ENSFo m 0 20 40 80 120 Q�(I�y �►� O (D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. ° R=20.00' U`c 16970 O � 1-3-21 e 2 �� / °a HORIZONTAL SCALE: 1" = 40' cP o 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH TRUNCATED DOMES PER ISPWC ° �Q /I 1. fly P� SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW ° a �P// I VERTICAL SCALE: 1' = 5' �'iNNE°��G�P�P O3 °CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. L / I / INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 1 FOOT SUMP. LG / I 2716.07' O5 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 1 FOOT SUMP 2�15• 09 \ \-G 92g \ CA o 1, 0 © INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES SHALL BE °' \cO e w THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. N N J \ M 2 24 J W 0 V) O7 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." \ Xoo ® \\ 6'h` °° R=20.00' ' D y, J TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL \ 2>15 A'` C SITE KEY DECALS. lG 85" 460 CL ti�G\\ a a, o Q) 00 9 32 ° L1 N � a� 00 0 1"=250' ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. 2�16. o00 0 M o g 5 FOOT CURB TRANSITION FROM 6" VERTICAL CURB AND GUTTER PER ACHD SD-701 TO 3" ROLLED CURB ° 8� s 3 2�16?� m L 3 rn c O AND GUTTER PER ACHD SD-702. ° <O \ vG m - o Z ° 2 N a m E W ° ° �yfu w g a ° \ z 0, W U N 3 INTERSECTION DETAIL cf) SCALE: 1 "=20'cn w w x w �2 f3 O 1�6 >js��0 62 ti �oP � q 60 ° 0 c I BLOCK 1 0 � , BLOCK 4 I I z z 6°c O O 6 5 4 63 �oP ss� 9 57 56 55 54 53 52 1 / 7 20.0 DRIVE ARED oP 59 51 5 0 4 a o 0 / A o [if0 8 � °' I � 6'� O �� a l Q Ilk W U ,n G G 0 9 ti�� () � N O j �` 0 r cA a� x �pP g G G oo N G G G G G G w in U I 2 d� u J rn a c� a� 6 32 �' N G w a / a �. N ab off• oe ��. s N A '� 2�1 58 G o, a6 6 �6 J 0 ao O ��O ti a6 a�O 6 a6 ap o + a N' a z w x x x c9 y O �ti' 6 '� ti h �. h A 1 1 h S S n + ^� O z / '�r �11 ti� ti1 titi N �G SOP 61 10 y'� 1.`O' x 1�`' h 1�`' �' 1 h 1 y 0 1 1 1 n n ^ x�` 9 �s �a N 16 1' . . `t `x X a°L� '�x �� x a . ��.xp �� xk �� x� N ^ 1 �g 6 o z O 1 '�_�`x `L `L °L °L 'L N °L = 2 2'x �C�. •� o M 64 ZZp'// �� -�� w �� 22+00 0 m o 23+00 2�1 -o I + �i - I SO 8100 —�m_ + 13 i 00 W. RADIAL RIDGE DR 14+OT_ --►� "oo\ 15�00 - A S cn P /CJ m o ?2 m �— z �, S. SOLARIS AVE �O�i N (if 5 6 O O10 2�X9 2�j 1 ?),S R R a . R ° 2),�° >1 2>, ' '? '� ? z L� .10 os O /O� — ?XR�� — 5 — — — —a— — — — — x�0�p�1G 6 5 ! �jj3 '2xO`S '2x�s '2xs A xoX�sO x��G �srx AR 7stx s? ,stx O o. — o s, o s o s o 0 0 ? s� �c so0Lu o C' �X��^o / A� `I ti1 N / 'xs, �C 'B Est Est Ole ?o a w oo g as L I FA DESIGNED: C. GRAHAM O Y 0 2>73g>>9 1 / 4 0 m \ Z �j� I DRAWN: C. GRAHAM Li1 1 ��° a N I \ s j \\ s >>xOB� CHECKED: C. GRAHAM ol� 8 TIC 'o r , cRy S,R�' 25 26 27 28 29 30 31 32 33 34 35 APPROVED: C. 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SOLARIS AVENUE PLAN AND PROFILE I� Of N Il O N 10 Il N n O 2 N O n O !27t C2 � Oa M Oa M a0 N t0 N N n n n n n n n n n n n n n N n N n N n n n n N N N N N N N N N N N N N N N N N N N N N N CSWPROJECTNO. 19043 STA. 20+00 TO 23+50 DRAWING DATE 09/30/2020 CD 0� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 w 0 W RADIANT RIDGE DRIVE PLAN AND PROFILE 0 4 . STA. 10+00 TO 1 5+50 F m ✓/- KEYNOTES lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 1 16970 6970 s 2O INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH TRUNCATED DOMES PER ISPWC OO�NTFOF0�P.ZQ� - - SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". Ln O3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 1 FOOT SUMP. 0 20 40 80 120 J ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. HORIZONTAL SCALE: 1" = 40' yVERTICAL SCALE: 1" = 5' o J L -wl J U LL. C]N L 00 00 0 to Z SITE KEY X 0 0)M XO0 � rn O 1"=250' co w .. cNi) O � Uo am E � w ro a ro z 0, W U Qf LLI Q W X z O W N Z I , o [1 V z o 0 cn 0 O ZD z O V z o m U o O yp U o O O MW Yp a_ Z`Y O 1 n w o 1 1 + + }1 +,fig ,0� OPlty, O 0� P`�+1 `+1 DQ o J 1 ~ O O •� . h 1 M O a U `I� — `1� `L�� L1� �° ��ro 11 +1 +1 -11 1 1 a Q Z - OQ �`% Lac' `F, `F, `4, L� `F, L� L�WgzzN_ ®� ❑ '.O x°,O�,��o`LO� .,�O��6,�� -�a-oY---TP-t�-0 - �'. °�60. . -am- --,°�'°.x 0,�gti t• �—,�.—� ��h66, -G- - - - - y�. +W Hp y U cn U Cy)10+00 0.72%Aal� O +0 o zOo V� 1 P -o — EPmoE P a° G �oLU Q]— - 0.40 16t000.40%- o c 110 9 f0n _2QtOQ 6.00%_x ao mm 15+00 _17�OQ_0.40%_ � 80 N om 0 Nx k 0 C, owz = w _- ° o, o o° G k �° �° o o ❑ � x Cc_ '� Oj '� � OQ' ?) ?, ? 1 � .1 R ° O• '� 'CJ '�. O O O ° ^� G O G J O O ° — - - - - - - - - o� h o > > > s s o h o ° o °• 6. o. �. . 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STAPLETON LLC a_ �� 'a\ \ F� p 4824 W FAIRVIEW AVE BOISE, ID 83705 z a U J J N z Y 2730 2730 O -------- -------------- ----------------------------- -------------------- ------------------- --------- ---------------- ----------------------------- -------------------- ------------------- --------------------------- --------------------------------------------- -------------------- ---------- nl Ld --------- --------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- � ------------------------------------------------------------- -------------------- -------------------- -------LOW PT STA = 12+88.50 HIGH PT STA = 17+86.03 -------- ------------------------------------------------------------ -------------------- ------------------- LOW PT EL = 2714.07 - HIGH PT ELEV = 2714.45 � Z 2725 Z PVI STA = 12+99.90 PVI STA = 18+71.03 2725 z o O PVI EL = 2713.65 PVI EL = 2714.11 W li HcUn o -------------4- --------------------------------------------- -------------------- ------------------- ------- K 45.63 N K 28.59 O U0 r, 00 D o ao --------- M �------------------------------------------- -------------------- ------------------- ------ LVC 125.00, LVC 160.0 0' � o � + (6 N r Lu C) ---- + O OI� 00 00 00 � ------------------------------------ - ------------------- Oz Z �z Z — I- O LLI N — 0 oIR WO II N — • N N 0 N- ------r ----------- zcVd ---00 0------------------- + ui ------------ + i° ------- -------+ ui --------------------------------------------------------------------------------- ------------ i4--- -------------------- -------------------------------------co ------------------ 1p Q 2 V d — ° : r izII 00 oO � J Q II 0- 0— u EXISTING GROUND II O 2720 Z N + + + +N 2720 O0 , -�I � N N 11 N W S > Z N II Q II --------- ----- -- ---------------------------------------- - H -i- HJ --------------------------------------- ------- LL W m a a � _ LLI ULLI W W W NW - �L^L.LL/ N _ U m C�W S > m W -0.72% > > a s a a. _ a ---- --- --- --- --- -__- ----- -------------------- -------------------------- W W m— — —\ � ------------------- ——� -1.12% � c_ ---� '0 -0.50% 40% -0.40% `\z - 0.84% O UJ W 2715 - - - - - -- - - - 1.62% 2715 � � W C)r cn ------- u)c0 c0 M ------ N -- �� ------- ------------------------------------------------------------------------------------------------------------------------------ n -------- Lq— ------------ -------------------- ------------------------ N N Z II N M� PC)u) co Mu) Dui \ J------------------ ------IU---I-I-- ------------ + MII u) cow 0 +I� c0� --------00 d------------- �� --- +I� ------- rn + I� U+^N -u�+)^NW� \ t N + u)— N N + W ud WN HH \ \ OW FINISHED GRADE UJI ' O itLJI 2710 a r a WJ \ zW---------------------------------------------------- -------------------- -------------------- --------------------------------------------------------------------------------- ------------------- J � ce .V^Y O W-------------------------------------------------------- -------------------- --------- -------------------------------------------------------------2i L W 2705 M NM .. 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HARRIS STREET LIP OF GUTTER PROFILE DRAWING DATE 09/30/2020 o STA. 10+00 TO 2 0+00 0 C4m2 ENS 16970 1-3-21 N^/E M.G� 0 20 40 80 120 In r U J HORIZONTAL SCALE: 1" = 40' N VERTICAL SCALE: 1" = 5' w w � F_ V) J a o V) W < p °� Q O " UO SITE KEY N Lu i0 0)',D o p 1„=250' Y o cy) U Co wi 3: r, vi m (n u 00 cn 0r) ,> V1 of \\ ~ a0 Ld N 1 1 \ I fn u w KEYNOTES ��+� , `�+� ��+� `�+� +� +� +� +� +� +, _ +, 6 \\ °' U °P o�1�'d� °P 0�� °P �� SOP .�? . 1O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM ry'� '� 1 '� 0 60 00 O O Off• O O ^� 1 a — `1— — `L — O -`t ti �L6 X ti6 ti6 �0 �y0 �O• `�+ \ Y w , OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. LLJ w Y_ _co — �o P h � W TP E� EP EP �— E—� "� -o Fp EP O 3 =EP E ui Y' FP c�— —_ `L 3 �° � x o ��yp L —20�00_6.00% — Q� o a E EP E w — — — Xw_2L-J=0 00 — _6.38%_ _22f00_ .mm3L00_5.86%_ — >fi O2 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" _ O m o m — — — m—24t0 w WITH TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST (� w INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". o� �G o° �1G ° 00 —T�� G o �— o G N ° m W 0 O O• C �. O O C1 O �' O� �' , p0 G�41 G 00 G 25 `L o r 0� Off. 5 7 - -x O — - - x • 0 - - - - - x 0 - - x °- - - -` - - - - - - - ° ro °_ ,� _ D a — ti ti N W �0 �°• �O °O. �O O 1 x �h �x �5 - - - x - - - - x - - - - O — 0 ^�- ° 0- - - _ '. G � V co 2 = — o O O3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 1 FOOT SUMP. 66 �'� tit tit �.� �6o ti�60 U N ti�60 ti�6� `L��6g� �L��6g�' ti��o� a 0�,�� G \�i I w0Y ® �,own 0 E P=��— P 1 0 0 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. SIDEWALK ti6 x° �5- + calm TO BE 6" THICK AT DRIVE APPROACH. O Y ti� �°' ` SD O - i �G O cn �0 rod _ w O5 INSTALL CURB TERMINUS PER ISPWC SD-707. P M _��x x © ADJUST EXISTING STRUCTURE TO FINISHED GRADE. () ry-�N N tibryb�� ry ry a ��6 ti __ O7 RELOCATE EXISTING STOP SIGN. COORDINATE RELOCATION OF EXISTING I --- --- w Q SIGNS WITH ACHD INSPECTION STAFF PRIOR TO REMOVAL. -- ---- a O 0 I SEEPAGE BED #4 --- --_- z [if Ld N o 50 _ U J rn � 51 4 . -- I w a a l sD o Z z cn w J_ L� L� O z 0 2715 2715 0 z ------------------------------------------------------------------------------- -------------------- --------------------------------------------------------------------------------------------------------- -------------------- ------------------------------------------------------------------------------------ Lu L O ---------------------------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- ------------------- -------------------- -------------------- ------------------------------------------------------------- DESIGNED: C. GRAHAM 0 2710 \ 2710 DRAWN: C. GRAHAM Li V) -- n CHECKED: C. GRAHAM rn w ----- ----------- \----------------------------- - -------------------- -------------------- ------------------- ------------------------------------------------------------ -------------------- -------------------- ------------------- ------------------------------------------------------------- \ 4 N APPROVED: C. GRAHAM + -- z O ----------- 6 \----------- o 0 00,, \ II N j 2705 \ 11_j 2705 o ---- ------�\ N ``' --------------- -------------------- ------------------- ------------------------------------------------------------ -------------------- ------ ---- ---------- ------ ------------------------------------------------------------ PREPARED FOR: - STAPLETON LLC ------------------ ------------------------------------------------------------ -------------------- - ------------------- ------------------------- a a\ 4824 W FAIRVIEW AVE BOISE, ID 83705 --------------------------------------------------------- -------- -------------- -------------------- ---------------------------------------------------------------------------------- Q 2700 EXISTING GROUND 2700 --- ------ -------- ----------------- ----------------- ------------------ ----------------- ----------------- ----- -- ---- ----- ----------------- ------------------ ----------------- J (n ------------------------------------------------------------- ---------------- Y 2695 \6`389, \ °' 00 LOLOW PT EL = 2678.81 62 2695 U z \ rn ---------- -----------------------------------_ _ � O o ------------------------------------------------------------- -------------------- + ao ------------- -------------- \ N 00 =cn PVI EL 2676.17 J \\ N 11 N K - 16.31 m zo � \ a II = --------- 7 j -------- ------- --- J LVC 190.00 p co ` u \ t� d 0-------------------o ----- + uix v� w to `° ----------------------------------- � \ \ S8g , cn J U 00 Z0 , 0000 co r coo 00 IIO � VJ) +N +N t0 ' z ZFINISHED GRADE II N V) U N N II ¢ II L5Lw - _j-- -------------------- -------------------- ------------------- ---cW J 5; CLw V /O ) c) 11 mw ------------------ � � 0 > Wa_ --------------------------- -------------------------------- -------------------- -------------------- ------------------- ------------------------------ - - ----- LL = 6 2685 of. 2% 2685 z --------------------- -------------------- -------------------- -------------------- --------------------------------------------- ------------------------- \-------------------- ------------ -------------------- ------ -------------------- ------------------- --------- -------- g °�> o� w - ----------- -------------------- ------------------- --------- -------- ----- +N------------- W-- ao ------------------------ \ �rli II W \ C 2680 rn� \ +(o w 2680 0 z O F ------------ \ ` ---- co N Lu N (n �N L '60 � W Ld N m J Nco ULJ �� N CC II a0� G J ----------------------- -------------------- ---------- ------- ----------- -------------------- ---- --------- ---- ---------------- ----------------- D_ ------- -----+(o --- N J----------------- -------------------------- J 2675 �p 2675 Y ------------------------ ------------------- ---------- ------ ----------- -------------------- ---- --------------- --------------- ----------------- ----------- -------------------- -----aLu ---------- ------------------------ ------------------- --------------------------------- o ------------------------------------------------------- DC w Q in J 2670 2670 C N 00 I� 00 O N N M Of 00 In a0 00 O 00 In t0 M In O Of M In 0) M M M M M M t0 0! t0 I� M t0 00 O I� N 00 00 t0 t0 N Il 07 U 00 (D In M N O 00 rl M O 00 n 6 4 N O 0; 00 00 00 0; N W O O O O O O 0 0 Of 0) Of (D 00 00 00 00 00 00 00 Il n n n n 00 00 00 00 N n n n n n co co co t0 t0 t0 t0 t0 (0 (0 (0 (0 to to to to to to to t0 to (0 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 O N CSW PROJECT NO. 19043 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 DRAWING DATE 09/30/2020 0 W. HARRIS STREET LIP OF GUTTER PROFILE (CONT.) o STA. 19+50 TO 27+00 C43 N \�E SFo NOTES KEYNOTES O 16970 a_ 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE 1D POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 1-3-21 ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. �, ~ O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. 00 ��TFOF v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. NNE M. L 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 0 25 50 100 150 C / A DRAWING SW3. 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SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. ¢� ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 16970 20 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. 1-3-21 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER �'� ,�0 `S v ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. �TFOF��P .ZP �i G P 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 0 25 50 100 150 NNE M. L DRAWING SW3. 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GRAHAM O ------ --- 9 NN r0 (DO O- -vj� 00 00 " � ^ 0 1 M DRAWN: C. GRAHAM ---------------- -------------------------------- --- -------- -------------------------------- ---------------- -------------------------------- ---------------- N N N II - N N II a (0 o EXISTING GROUND ------------------------------- --------------- 00 APPROVED: C. GRAHAM " n n n ^ - co CHECKED: C. GRAHAM w rnNco II II � �0 � II II � ao� o N -------- ---------------- -------------------------------- ---------- + z z o I + co ? ? O 00 N N II w ------------------------------ --------------- ------------------------------- --------------- ------------------------------- ------- -------------- 0 -------- ---------------- ----------------------- r co ItO $ Z N N > > > 1 N > > > Z �. 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EX. 8" INV=2685.04' (FIELD J VERIFY PRIOR TO CONSTRUCTION) ------- -------------- W N O N CSW PROJECT NO. 19043 2680 2680 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 DRAWING DATE 09/30/2020 U SEWER LI N E W PLAN AND PROFILE o STA. 10+00 TO 20+50 C501 N E SFo 16970 s 1-3-21 CEO /q�F OF\OPT go OF M.GAP L 0 25 50 100 150 U J SCALE: 1" = 50' Y# Y D' O w Jw � o U p1 J O O MW D4 O Y U MW E 1 W \\ ul L OM Q) oo L� O M O n 4 ko Cn �^ \ Xp Q) It rn O p$KI m Lu cf) P�EP—� fP W. HARRIS STREET \ a U) u 00 D EP— EP= _FP �P— P— _EP— — — — — — — — — — — — — — — — — — — — — — ` — — — �GdI iiiiii�iiliecia m� — L t84LF 8" PVC--,,, SD E � W. HARRIS STREET fu7 7N w 14 — — M t7LF 6" PVC RELOCATE EXISTING FIRE o a 66 HYDRANT ASSEMBLY SD O O \ — t8LF 6" PVC CL 9 6 — -- ----- O p ❑r 62 — — — — — --- ---- oc x — — _ w f36LF 8" PVC 60 ❑e z t5LF 8" PVC BLOCK 1 __ 0 N _ o W ui N ,, 5 t13LF 8" PVC 1 --- --- w o 0 11 63 59 o 57 56 55 54 53 52 51 50 4 N CD Ld B.O. I 10 D w I-__ t51LF 8" PVC f21LF 8" PVC t31LF 8" PVC 4 4 � o OU ' 4 6 t13LF 6" PVC 4 d'� — g U) 11 ` 61 58 8 13 13 13 \4 I 13 13 13 1 14 �' w w � 8 � g �� o Q " M z O o0 64 B. o w U t149LF 8" PVC — — — — a z "• -� x 4 — t225LF 8" PVC _�/, RADIANT RIDGE DR — — — — — — — — — — — E� — — � cp' 7 8 G i 8"SS> 8"SS> u N \ OL QJ - - - - - - - - - - EC' - - - - - EG w Q �_ z \ 65 7 F� - - - � \ \ �� C) Z Lv I 5 F NOTES 11 'y 12 13 13 13 13 13 13 1 0 U) 1 0 / 4 4 4 4 4 3 FA \\ \\ 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE w ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. O Q \ \ 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. o_ t44LF 8" PVC 00 r 25 26 27 28 29 30 31 32 33 34 35 \ \ \ 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER � f54LF 8" PVC s ��0 `Vv 1 \ MERIDIAN SD—W6. 0 Lu 0 c 4. COVER OVER WATER MAIN SHALL BE 4 FEET. 8h A1'C � 1 1 \ 5 B.O. SS, 24 M DESIGNED: C. GRAHAM 5. INSTALL LOCATE STATIONS EVERY 500 FEET IN COMBINATION WITH FIRE O 3 — — HYDRANTS OR BY THEMSELVES. DRAWN: C. GRAHAM Li V) Zc9 6 CHECKED: C. GRAHAM FG 3 4 Ld t9LF 6" PVC BLOCK 4 APPROVED: C. GRAHAM z T� Ole 2 3 t8LF 8" PVC \ \FG \ s�O f17LF 8" PVC \ KEYNOTES \ ` PREPARED FOR: o 19 \� 4 tiFp��F 13 22 21 20 19 1 8 1 7 16 I 1 5 14 1 3 1 2 1 1 / HOT TAP AND CONNECT TO EXISTING 10" WATER MAIN WITH 10"x8" TAPPING SADDLE � � � � t37LF 8" PVC t12LF 8" PVC 1 STAPLETON LLC t16LF 6" PVC O AND 8" GATE VALVE. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. °�� FG / 13 9Y �� 8 4 6 t4LF 8" PVC 10 4824 W FAIRVIEW AVE e� / as ��s<F 4 4 4 3 4 / BOISE ID 83705 1 9 S-� 8'• 13 7 13 13 13 13 13 4 8 14 O2 REMOVE EXISTING 2 BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8 WATER MAIN. , z P 13 A BLOW—OFF ASSEMBLY MAY BE REUSED ON SITE. Q e� FG 13 13 t44LF 8" PVC 0 \ 18 3 INSTALL SINGLE 1" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 AND U 4 \ SD—W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. J 9� �F 17 _ t223LF 8" PVC f 120LF 8" PVC z U) G 4 W. HYNDMAN STREET — — 13 8 4 INSTALL DOUBLE 1" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 ft� \6.Fie\ �\ 1 6 1 3 8"SS> 8"SS> 5 t44LF 8" PVC O AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. O O \ fV w �`FG 1 5 13 .,e•M . 1 3 BLOCK 4 O INSTALL 8" GATE VALVE AND 2" BLOW—OFF ASSEMBLY WITH CONCRETE COLLAR FOR 9� �\ \ 13 8 13 Q \ 4 FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD—W13. U u O J \ 9 14 4 13 13 13 13 7 > 9 T°F �FG \ �� 4 t44LF 8" PVC © 8x6 TEE (MJxFLG) z U 1 \\ 1 3 4 4 4 4 6" GATE VALVE (FLGxMJ) V) L� \ Te BLOCK 6 g 6" WATER MAIN (LENGTH PER PLAN) z 7 O 9� \F ,' FIRE HYDRANT PER MERIDIAN SD—W8 AND SD—W9. C) L // S 8 12 \ 46� \ 1 1 10 9 8 7 6 5 4 3 2 6 7 11.25' ELBOW (MJxMJ) U �_ z Ld eC T°F 1 3 p[ V) Q 0 �e\FG ® 22.5' ELBOW (MJxMJ) O z a_ 9� \ LL > Q _ \\ 4 O9 45' ELBOW (MJxMJ) J e\ N 5 0 0 z cL — — — — — — > 10 8x8 TEE (FLGxFLG) ; m CW w mac\ \ 00 � 11 8" GATE VALVE (FLGxMJ) O G W z 1 °�°I °D 1 3 I ZD W \ w > \ \ Q 't 4 12 POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. O Q z I� I� BLOCK 6 � 3 1 3 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. Q Z I Q CC I p 14 LOWER WATER MAIN AT STORM DRAIN/IRRIGATION CROSSING TO ACHIEVE 18" VERTICAL O O G ~ I c I ` ) CLEARANCE OR UPGRADE STORM DRAIN/IRRIGATION MAIN TO WATER CLASS PIPE 10 FEET EITHER SIDE OF CROSSING. SEE WATER NOTE #2 SHEET C0.1. z w Y m I 2 � I � B.O. I cn I I W W s SS SS U I I W I I CL N o cr"i I IR°' IR I IR M — _ — — — — — _ — = CSW PROJECT NO. 19043 S° I I cn DRAWING DATE 09/30/2020 I I o I I 0 N 0 ,, E SFo�ti� 16970 w 1-3-21 s v n0 �qT�OF\OPT U) E Ln 0 30 60 120 180 U J Fn SCALE: 1 V) u� = 60 Y Qf O \ I _WI 0 cn EXISTING TYPE II Uy J EXISTING TYPE II STREET LIGHT > STREET LIGHT z _ X � c �° O EXISTING TYPE II O� �' O N STREET LIGHT u V) � II m U) U 00 cf) EXISTING TYPE II ? O O STREET LIGHT � 0 0 z —A EXISTING TYPE II 0 z ro Li STREET LIGHT O u O m U EXISTING POLE MOUNTED ro z Q STREET LIGHT 0) vi N 1 W. HARRIS STREET %0; w w j — — — — — I o 0 — — — w N STORM DRAIN 66 Q 0 0 0 N SEEPAGE BED _ - z ---- o 0 60 BLOCK 1 1 ------- _ ------- STORM DRAIN ~ 57 56 55 I 54 53 52 51 50 49 SEEPAGE BED z w 0 6 3 59 CL [if --__- Z 1 I a Q (n w U N U J 61 58 I o z N \ � o Z 64 W. RADIANT RIDGE DR FUTURE TYPE 1 0 STREET LIGHT w I z 0 65LL- I w z 0 \ / o STORM DRAIN z w SEEPAGE BED w 25 26 27 28 29 30 31 32 33 34 35 0 � Of S DESIGNED: C. GRAHAM oDRAWN: / C. GRAHAM cn \ 24 CHECKED. C. GRAHAM z \ F�L � \ 9Y 36 — APPROVED: C. GRAHAM z 0 j 23 I PREPARED FOR: 0 \ 22 21 20 19 18 17 16 15 14 13 12 11 STAPLETON LLC a_ 4824 W FAIRVIEW AVE w / "I, 10 FUTURE TYPE I BOISE, ID 83705 z / 19 \ 9 \ STREET LIGHT 18 BLOCK 4 \ STREET LIGHTING NOTES J 17 _ W. HYNDMAN STREET z N 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 8 C)� VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND 16 0 THE NATIONAL ELECTRIC CODE. \ 15 U N 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE 14 7 cn THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ \ d TO OPEN A PERMIT AND REQUEST INSPECTIONS. BLOCK 6 1 3 1 1 \ p Z V) 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, \ 12 1 1 1 0 9 8 7 6 5 4 3 2 z Z O BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 6 Q Z w o O O V) z 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE ;%, w U Z HYDRANTS AND 2' MIN. FROM WATER METERS. N. STORM DRAIN o SEEPAGE BED // I 5 O a_ 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS _ _ FUTURE TYPE I L.L. w BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR > STREET LIGHT SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING 1 Q 0 Q Z FINAL INSPECTION. N I ; m Lu - � 4 C _ z 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR < I C J QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. I I O — — O 0 ZD L u z (� 7. STREET LIGHTS ALONG W. HARRIS STREET SHALL BE METERED PER IDAHO POWER AND CITY I BLOCK 6 EXISTING TYPE II O Lu z OF MERIDIAN REQUIREMENTS. STREET LIGHT Q z � LU O cn J KEYNOTES z W cn Y l0 INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY W 0 OF MERIDIAN STREET LIGHT DESIGN STANDARDS. w V) cf) C Ln J G EXISTING TYPE II c� STREET LIGHT w N FUTURE TYPE I o STREET LIGHT n10 CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 CO 0 CTO N \G o �, ESFo 16970 a_ 1-3-21 s v n0 �qT�OF\OPT U) L 0 30 60 120 180 U J SCALE: 1" = 60' Y� V) w Qf 3 J L —W1 o >� Q w z 0 1-- 0 ain UM Q) 00 w0 U LLJ-j O � o �M z � o XO � c � V) O u O w cou o o I 9 m Q � ~ � o 6 6 `n N U EXISTING STREET NAME SIGN °� ro $ o v ro z o L t w �? °' ��jj6 EP 10 q W. HARRIS STREET 9 6 0 EP 41P P EP EP EP w EP EP EP EP P EP EP—EP EP EP EP EP EP P EP EP EP w o — — — — — — — — — — — — — — — — — — — — 9 (6 _ _ o'yp w 5 Q 9 0 9 o Ep 0 9 5 5 co 66 5 5 N D I to 9 1 1 0 O 7Lu N O a Q $ 0 \ 1 0 0 ~ 62 11 60 BLOCK 1 5 I CD z 4 Lio w z z o 10 63 59 57 56 55 54 53 52 51 50 4 g I RELOCATE EXISTING STOP SIGN ~ I 3 I a 3 d3 o z 0 0 61 58 I o W a C) w _ N 64 0 u J \ �— — — — — — w o Z 3 a')cn W. RADIANT RIDGE DR 9 z w o N 65 I a z w O 2 / J z \ EP w 0 25 26 27 28 29 30 31 32 33 34 35 o z w Q 1 � 4O�\ / w ce Of - \/N 1 24 z DESIGNED: C. GRAHAM O \�9y� 3 — �_ DRAWN: C. GRAHAM L cn Lu CHECKED: C. GRAHAM L BLOCK 4 w APPROVED: C. GRAHAM 23 Ln o \ 22 21 20 19 18 17 16 15 14 13 12 11 a PREPARED FOR: o 10 o w STAPLETON LLC NOTES 19 \ g 4824 W FAIRVIEW AVE 18 BLOCK 4 I BOISE, ID 83705 1. COORDINATE WITH ACHD INSPECTION SERVICES PRIOR TO PLACEMENT OF PAVEMENT Ile a MARKINGS. 17 \ _ W. HYNDMAN STREET w 8 ci 2. VERIFY FINAL STREET NAME APPROVAL PRIOR TO ORDERING STREET NAME SIGNS. 16 J N 3. INSTALL PAVEMENT MARKINGS IN ACCORDANCE WITH ITD SD-630-1 AND MUTCD \ 1 5 z REQUIREMENTS. Q 0 14 7 a w I — N 4. OBLITERATE ALL EXISTING PAVEMENT MARKINGS ON W. HARRIS STREET PRIOR TO BLOCK 6 1 3 Z o U PLACEMENT OF NEW PAVEMENT MARKINGS. \ 2 O `� \ 12 11 10 9 8 7 6 5 4 3 2 J 5. DIMENSIONS SHOWN ARE MEASURED FROM FACE OF CURB. 6 7 z w L V) J 0 \ 1 Z 0 1 O z V) � KEYNOTES - - - _ - _ _ 5 w Z V U _ 0 1 > J Z � (D INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED Q 1 Q PER ACHD SD-1114. (.n 4 u- > Ln 2O INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. I O I — — w 1 � Q W Ln `n > m O3 INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE BLOCK 6 vi Q w WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND O ZD W D D 103.6. EP Ln > z (if CL I C) Q zINSTALL SPEED LIMIT SIGN (MUTCD R2-1).® Z Q W Ln 50 INSTALL 4" WIDE WHITE FOG LINE. ® o O Q J © INSTALL WHITE LEFT TURN ARROW PER ACHD STANDARDS. w Z W Z J (D INSTALL WHITE RIGHT/THRU ARROW PER ACHD STANDARDS. J V 0`f) I w Ln ® INSTALL 8" WIDE WHITE SOLID STRIPING. 0 w g INSTALL DOUBLE 4" WIDE YELLOW SOLID CENTERLINE STRIPING. w J 10 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7C). EXISTING STREET NAME SIGN 0 c� 11 INSTALL 24" WIDE WHITE STOP BAR. W N CSW PROJECT NO. 19043 IDRAWING DATE 09/30/2020 a_ O C7m I m OF� GE SF� 0 CL R/W ar� 16970 DEDICATION W EXISTING RIGHT—OF—WAY R/W 13' ACHD 1-3-21 WIDTH VARIES SIDEWALK EASEMENT 20.00' 5' LANDSCAPE BUFFER s� O v 2' MIN. SEE PLAN 00 �TFOF0P�.ZP� 12" TYP. 2 1/2" ASPHALT PAVEMENT ��NNE M.GAP U) 18.00'-23.00' SEE PLAN Lf' i I I 2% U ASPHALT WIDENING 8' PLANTER 5' SIDEWALK 110' UTILITY EASEMENT _♦ WIDTH VARIES (t2'-21') r BOTH SIDES TYP. Fn Y 6" VERTICAL CURB P a , ° ° ° ° ° g , ,�/\/\\,�\\�\/\//.1/i Y� Qo AND GUTTER PER ° ° ° Q° 0 ACHD SD-701 TYP. 2%, 8" THICK CONCRETE \/\\//\\//\\//\//%///\/�\//�\///\\//\\ \\�\\\\\�\\�\\/ w � O J /\/\\ \\\ \/� / RIBBON CURB (TYP.) r U CRUSHED AGGREGATE> 10- OF COMPACTED /4rr rn o Q) � / / / �4 Q4 Q4 ° ° 1' FLAT AREA BEHIND rn M O \/�\/�\�/�\�/\\//\//\/\/\/\ \ \ SIDEWALK, TYP. BASE COURSE �++ O o \ ,\\/�\/��/'� rr " COMMON DRIVE TYPICAL SECTION 4 co LL 00 � 3" OF SP-3, 0.50 INCH 5 THICK CONCRETE OVER 4 O � o � (1/2") MIX, PG 64-28 OF 3/4" AGGREGATE BASE SCALE: NOT TO SCALE C8.0 m w EXTEND BASE AND COURSE PER ACHD SD-709 ro SUBBASE 6" BEHIND ro z 4" OF COMPACTED 3/4" CRUSHED CURB TYP. L, ui AGGREGATE BASE COURSE Qf 3: 20" OF COMPACTED 6" V) MINUS PIT RUN SUBBASE HARRIS STREET WIDENING DETAILui 1 SCALE: NOT TO SCALE COMPACTED w SUBGRADE 14.00' N O O 2 0 O ° a Ld z \/�\/\\// /\//% \ \ \\ \\ \\ \\\\\i O o U uj J 10" OF COMPACTED 3/4" CRUSHED AGGREGATE o 0 O BASE COURSE o U w R/W R/W a Q o 13' ACHD 56.00' PUBLIC RIGHT—OF—WAY 13' ACHD I 14' GRAVEL UTILITY ACCESS 5 U) � SIDEWALK EASEMENT SIDEWALK EASEMENT o z N � 2' TYP. I SCALE: NOT TO SCALE C 8.0 9 z I Of z 52.00' O ui 5' SIDEWALK 8' PLANTER 21.00' 10.00' 21.00' 8' PLANTER 5' SIDEWALK 110' UTILITY EASEMENT I `` o I 3" OF SP-3, 0.50 INCH BOTH SIDES TYP. zz I (1/2") MIX, PG 64-28 6 VERTICAL CURB ~ 4" OF COMPACTED 3/4" 6" VERTICAL CURB AND GUTTER PER I o v ACHD SD-701 TYP. CRUSHED AGGREGATE (NO GUTTER) PER BASE COURSE ISPWC SD-701A I L 0 O :2 /, 2% 2� —� /\ /\\ \\\/�\/� �/i '� DESIGNED: C. GRAHAM .4-- MAILBOXES PER OWNER. O a a a a a a a a INSTALL PER MANUFACTURER'S DRAWN: C. GRAHAM ° ° ° ° ° ° ° ° ° ° RECOMMENDATIONS. CHECKED: C. GRAHAM 1' FLAT AREA BEHIND w SIDEWALK, TYP. Df APPROVED: C. GRAHAM EXTEND BASE AND / / //%//%//i/ //\//%//%/ / z SUBBASE 6" BEHIND O CURB, TYP. 5" THICK CONCRETE OVER 4" v 20" OF COMPACTED 6" OF 3/4" AGGREGATE BASE ° ° D p° ° p PREPARED FOR: MINUS PIT RUN SUBBASE EXTEND BASE AND COURSE PER ACHD SD-709 w p p ° o SUBBASE 6" BEHIND STAPLETON LLC 4824 W FAIRVIEW AVE � COMPACTED DE CURB TYP. o °p p ° BOISE, ID 83705 z 52' COLLECTOR STREET SECTION WITH MEDIAN ISLAND 2 ° Q SCALE: NOT TO SCALE � D 0 ° ° ° D N ° ° CONCRETE PAD z Y ° p IN p p O 0 N r� LENGTH PER OWNER U ■ Z) O > R/W R/W PLAN VIEW z U I (n � 13' ACHD 37.00' PUBLIC RIGHT—OF—WAY 13' ACHD z z SIDEWALK EASEMENT 2' TYP. SIDEWALK EASEMENT O O V MAILBOXES PER OWNER. U z J 0 33 I00' INSTALL PER COMM NDA TONS. Q or� I — J a_ 5' SIDEWALK 8' PLANTER 16.50' 16.50' 8' PLANTER 5' SIDEWALK O \ w L.L / 3" OF SP-3, 0.50 INCH (1/2") MIX, PG 64-28 0 L I 6" VERTICAL CURB Lu m Lu 4" OF COMPACTED 3/4" AND GUTTER PER w CRUSHED AGGREGATE ACHD SD-701 TYP. :2BASE COURSE `5% > z �/i �2' FLAT LANDING BEHIND SIDEWALK, TYP. Ln °D C rr 12 ° ° ° u C °° U n c ° ° >D 12 O G /%//\�\ \�/ // / / 5 THICK CONCRETE OVER 4" rr 04 ° ° ° ° rr Z W J /\\\i\\\i�\\ \\ \\ \\ \\�\\i\\\i\\\/, OF 3/4 AGGREGATE BASE °o COURSE PER ACHD SD-709 ' Y 20" OF COMPACTED 6" EXTEND BASE AND LENGTH PER OWNER Lu MINUS PIT RUN SUBBASE SUBBASE 6" BEHIND Q w CURB TYP. COMPACTED PROFILE VIEW CONCRETE PAD cn Ln SUBGRADE 33' COLLECTOR STREET SECTION 3 U SCALE: NOT TO SCALE C8.0 Lu N MAILBOX PAD DETAIL 6 SCALE: NOT TO SCALE C8.0 CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 C� O 0 C8mO m ENS F� 16970 s 1-3-21 ~ R/W �D�NTF OF R/W ^/E U) I I cn 13' ACHD 42.00'-47.00' PUBLIC RIGHT—OF—WAY O SIDEWALK EASEMENT J I 2' TYP. I Y� V) I 33.00' 0 5' SIDEWALK 0'-8' PLANTER 16.50' 16.50' 5' SIDEWALK 10' UTILITY ESMT 1 Y w SEE PLANI 2 1/2" OF SP-3, 0.50 INCH BOTH SIDES TYP. J � (1/2") MIX, PG 58-28 0 0 U I I 0 J 4" OF COMPACTED 3/4" 3" ROLLED CURB AND v CRUSHED AGGREGATE GUTTER PER ACHD SD-702 I I o �_ w BASE COURSE a N o M Q) 00 O 1.5% 1O CO �to 2% 2% ni Lu I , ' O @) 00 O 4 4 Q4 Q4 Q Q4 Q4 4 4LANDING w co 6" VERTICAL CURB AND BEH DT SIDEWALK, TYP. ro GUTTEro w ADJACENTRTOER ACHD DETACHED WALK j\��\��\ \�//\/�\//�\//�\///,��/� /��/,\��/,\/�/\��\��\ \ \��\��\��j �� THICK CONCRETE OVER 4" °'5 OF 3/4" AGGREGATE BASE 12" OF COMPACTED 6" COURSE PER ACHD SD-709 MINUS PIT RUN SUBBASE N EXTEND BASE AND COMPACTED 33 TYPICAL STREET SECTION SUBBASE 6" BEHIND X SUBGRADE SCALE: NOT TO SCALE C8.1 CURB TYP. w N O 0 fi C14 0 O (/7 O Z U Z O o U uj J O z CJ z R/W R/W 41.00' PUBLIC RIGHT—OF—WAY u N J Z 2' 27 I00' 2' o z Ln 10' UTILITY 5' SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY w EASEMENT EASEMENT w0 I 2 1/2" OF SP-3, 0.50 INCH (1/2") MIX, PG 58-28 0 3" ROLLED CURB AND Q I 4" OF COMPACTED 3/4" GUTTER PER ACHD o U CRUSHED AGGREGATE SD-702 TYP. BASE COURSE Lu O I 2% 2% 1.5% �— _r ♦ DESIGNED: C. GRAHAM C O 4 e n w a a Qa Qa Q Qa Qa a a 2' FLAT LANDING DRAWN: C. GRAHAM BEHIND SIDEWALK, TYP. CHECKED: C. GRAHAM w EXTEND BASE AND / / /�/� /�/ SUBBASE 6" BEHIND \�� / / / / / / / / / APPROVED: C. GRAHAM z CURB TYP. 5 THICK CONCRETE OVER 4 0 OF 3/4" AGGREGATE BASE v 12" OF COMPACTED 6" COURSE PER ACHD SD-709 MINUS PIT RUN SUBBASE PREPARED FOR: 0 2 7' TYPICAL STREET SECTION 2 STAPLETON LLC a_ COMPACTED SCALE: NOT TO SCALE C8.1 4824 W FAIRVIEW AVE SUBGRADE BOISE, ID 83705 z a U J J z N O Y Qf 0 N w ucn O• J 7 V) L �\ U z z z o O uu z w J u w LL > F- 0 0 z < w > m w L ZD LLJ 0 z (A > CL C)(ifQ z Q z O _ _ Q w z J O Lu V) O w C V) G �_ Lf U W N O N CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 C� w 0 C8m I S\OI\IAL F m 0 0 �0��.NGENSF� :I-- z OBSERVATION WELL RIM ELEVATION 0 0 PER ACHD SD-627 PER PLAN 16970 0 0 1-3-21 OF EM. \\Lf) r�\\r�\\r�\\r \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\r \\ \\�\\r�\\r�\\ri GRADE RINGS AS REQUIRED J (18" MAX.) FINISHED RIM DE LUSH 4 a a 4 4 a a 4 a a 4 a a 4 rn C�\J�/�/ �/�/ WRAP TOP AND SIDES OF TRENCH IN Y 4 a 4 4 a 4 „ ^ 4 a 4 4 a a 4 20" BAFFLE WIDTH � � 2 WASHED NON-WOVEN FILTER FABRIC. SEAMS 4 4��Ja 4 4�� DRAIN ROCK a�� 4 4 4 SHALL OVERLAP A MINIMUM OF 1'. Ld w JW � E 4 a 4 �Ja �Ja a �J4 a a 4 a 4 m J 4� a Qa 4� 4 a a 4� aQa a 4� a Q 4� ~ 12" INLET PIPE PER PLAN D °1 [if BAFFLE "C" a a_ ELEVATION BAFFLE "B" 18" OUTLET PIPE PER PLAN N L o Q) 00 w O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O = ELEVATION 0 c M AND DETAIL 1 THIS SHEET co z o X O 3rn m L cf) _z 4 18" ADS, 4 a a 4 4 a 4 4 a a 4 U) u o HDPE OR PVC PERFORATED w a m E N PIPE. PERFORATIONS (fix ) (�1( , (fix ) (�1J( IN TOP HALF ONLY. 4 a a 4 4 a 4 4 a a 4 PROFILE VIEW Z L 4 a a 4 4 a a 4 a Qa 4 4r QaSAND AND GREASE TRAP 4 4 a Qa 4� a a 4� a a[�\✓�a a Qa a OISE VAULT OR APPROVED EQUAL WITH WITH cn BAFFLES) SIZE PER TABLE 24" DIA. TRAFFIC RATED FRAME AND cn SAND AND GREASE TRAP w ? = STANDARD MANHOLE COVER PER (ACHD BMP #01). SEE ASTM C33 a_ DETAIL ISPWC SD-617. x DETAIL 2 THIS SHEET. FILTER SAND Li w 0 OVEREXCAVATE A MINIMUM OF 2' INTO FREE \/ \/ \/ \/ \/ \/ \/ \/�\/� ��INING/�//�//�//�//�// /�/�/�/� 12" INLET PIPE PER PLAN o DRAINING MATERIAL (SEE TABLE FOR PERC z RATE) AND RUUNBORKASTMWITH 6'C33FILITER SAND Ld z ESTIMATED HIGH I 3: PROFILE VIEW GROUNDWATER U) J U = NOT ENCOUNTERED w Q � w PORTION OF OBSERVATION WELL LYING o O IN DRAINAGE SAND MUST BE WRAPPED > z 18' OUTLET PIPE PER c� WITH TYPE I DRAINAGE GEOTEXTILE PER < w PLAN AND DETAIL 1 0 z to ISPWC SECTION 2050Lij . THIS SHEET a � ow w U N 0) o PLAN VIEW o Z w cn z z Z Q0 0 = w 0 w SAND AND GREASE TRAP LENGTH PER TABLE z z w O (ACHD BMP #01). SEE � 0 SAND AND GREASE TRAP TABLE DETAIL 2 THIS SHEET. Q bi 0 "' v STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. 18" INV. ELEV. OUT o Q z SG TRAP #1-1 1500 GALLON 2714.45' 2710.85' 2710.75' 2710.25' 2710.00' > w w w J a SG TRAP #2-1 1000 GALLON 2711.96' 2708.35' 2708.25' 2707.75' 2707.50' 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY � DESIGNED: C. GRAHAM o O O wd SG TRAP #3-1 1500 GALLON 2717.25' 2710.35' 2710.25' 2709.75' 2709.50' DRAWN: C. GRAHAM SG TRAP #4-1 1000 GALLON 2679.39' 2676.25' 2676.15' 2675.65' 2675.65' cwn o CHECKED: C. GRAHAM Ld Ld INLET PIPE PER PLAN SG TRAP #4-2 1500 GALLON 2707.78' 2704.65' 2704.55' 2704.05' 2704.05' APPROVED: C. GRAHAM z 0 SAND AND GREASE TRAP DETAIL ACHD BMP #01 2 PREPARED FOR: 50' MIN. PLAN VIEW SCALE: NOT TO SCALE ) C8.2 OBSERVATION WELL 5' MIN. o ELECTRONIC MARKERS PLACED ON STAPLETON LLC w PER ACHD SD-627 CORNER OF FACILITY, TYP. 4824 W FAIRVIEW AVE a A A COORDINATE WITH ACHD INSPECTION BOISE, ID 83705 V NOTES STAFF FOR PLACEMENT OF MARKERS z DURING CONSTRUCTION PRIOR TO BACKFILLING. 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY MTI INC. DATED AUGUST 7, 2018, OBSERVATION WELL GROUNDWATER WAS NOT ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. CONTRACTOR SHALL NOTIFY J PER ACHD SD-627 THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN z cn ELEVATION FROM ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. Y O 0 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. ( 14 w 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. U ■ O J J L 0 (n z z SEEPAGE BED TABLE O cn v O z Q JSEEPAGE BED N0. SEEPAGE BED DIMENSIONS TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100-YEAR VOLUME DESIGN INFILTRATION RATE V) W SEEPAGE BED #1 w 15'Wx84'Lx10'D 2713.00' 2703.00' 2701.50' 2710.00' (1) 18" 5,066 CF 8 IN/HR ILL \ SEEPAGE BED #2 1O'Wx79'Lx10'D 2710.50' 2700.50' 2699.00' 2707.50' (1) 18" 3,174 CF 8 IN/HR 0 Q LLJ W z SEEPAGE BED 3 1 18" 3,909 CF 8 IN HR > m C Q z # 12'Wx82'Lx10'D 2713.00' 2703.00' 2701.50' 2709.50' ( ) / O � W w SEEPAGE BED #4 20'Wx96'Lx10'D 2678.00' 2668.00' 2666.50' 2675.00' (1) 18" 7,676 CF 8 IN/HR O C � C cn 7 z Q L O oc O SEEPAGE BED DETAIL (ACHD BMP #20) 1 O J SCALE: NOT TO SCALE C$.2 z W V) J Y 0 W O w ^r C V I J �G/ �_ LL 0 W CL N 0 N CSW PROJECT NO. 19043 DRAWING DATE 09/30/2020 w 0 O