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Home My WebLink AboutPermit Set Signed 9-7-23 IMPROVEMENT PLANS FOR N p��E S m SHEET INDEXFo'tip, zo CALL BEFORE YOU DIG (1) I N EWKI RK SUBDIVISION NO . 1 16970 C0.0 COVER SHEET CALL DIGLINE INC. ® 5-22-23 J C0.1 NOTES PRIOR TO COMMENCING 0 40 80 160 240 LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 4EAJ qr P UNDERGROUND WORK FOF\9 .ZP C1 .0 FINAL PLAT SHEET 1 Kmwwh2ftbelow. UNION PACIFIC RR Callb0oLPyoudlg (208) 342-1585 TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN 'ENE M GAP C1 .1 FI NAL PLAT SHEET 2 SCALE: 1" = 80' Ln C1 .2 FINAL PLAT SHEET 3 CITY OF MERIDIAN, ADA COUNTY, IDAHO C2.0 OVERALL SITE/UTILITY PLAN 2023 ®� 'n C/OC3.0 GRADING PLAN WEST LIB Y � / o C3.1 GRADING PLAN EAST ® Y W FRANKLIN ROAD wC3.2 DRAINAGE PLAN UNION PACIFIC RAILROAD ® JW o C4.0 AVIATOR/SAN MARCO WAY PLAN AND PROFILE 716 Q0 J C4.1 SAN MARCO WAY/SKI HILL PLAN AND PROFILE - - _ _ _ a mill 0C4.2 BARAYA/TOPEKA PLAN AND PROFILE BLOCK 1 g °; oa 0,0 o C4.3 ZIMMERMAN WAY PLAN AND PROFILE11 12 17 18 19 20 21 22 23 24 25 26 27 28 2g Xpm LL o C4.4 FRITTS/SANTA FE PLAN AND PROFILE 1 3o I o � Uocn C5.0 SEWER LINE A PLAN AND PROFILE 105.1 SEWER LINE A+B+P PLAN AND PROFILE am E C6.1 WATER PLAN 10 W TOPEKA STREET fu w C7.0 PRESSURE IRRIGATION PLAN °' C7.1 IRRIGATION PROFILES 99 1o� BLOCK 3 INTERSTATE 84C8.0 STREET LIGHT AND SIGNAGE PLAN 9 c g 8 BLOCK 2 10 12 C9.0 ROADWAY/SITE DETAILS 8 a_ C9.1 STORM DRAIN DETAILS 7 7 11 I 7 13 11 Lu C9.2 STORM DRAIN DETAILS (CONT.) 6 12 14 I N N 6 z z z0 D T 6 I o 0 Q N I- 1 S I > 5 13 5 11 1 S VICINITY MAP o N o < N > D 16 m SCALE: 1"=1500' < 4 14 Im 4 I CD 0 4 z m 17 I z1 CD CD 0 z BLOCK 3 3 15 3 18 >1 o 2 LEGEND 1 2 I 2 16 19 LEI o 1 20 sE SURVEY DATUM o U - - SUBDIVISION BOUNDARY 1 1 17 BLOCK 3 I R PNP zo w cl UTU E w PUBLIC RIGHT-OF-WAY W SANTA FE STREET 21 1 HORIZONTAL DATUM BASED ON ADA COUNTY GIS. a Q g c' co � W AVIATOR ST - N n - ROAD CENTERLINE - I I U J o ALL ELEVATIONS SHOWN ARE NORTH AMERICAN w < N z LOT LINE I VERTICAL DATUM OF 1988 (NAVD 88). ° CD Z w ZERO SETBACK LOT LINE 1 \ BLOCK 2 I = z 3 LOT NUMBER BLOCK 4 < w p CURB AND GUTTER 1 ^ \ �� S,gNMgRCO 18 \ z SEWER MAIN .0e \ w p 8 SS> / v811W WATER MAIN \ �`� DEVELOPER o < STORM DRAIN PIPE w 12"Sp I G20 LLC <12"GIRR GRAVITY IRRIGATION PIPE \ \ \ PO BOX 593 EAGLE, ID 83616 DESIGNED: C. GRAHAM 0 (208) 336-5355 4"PI PRESSURE IRRIGATION MAIN \ BLOCK 5 I LARENOCONGERGROUP.COM DRAWN: L. HAASE L,_i FIRE HYDRANT V) A \ \ I CHECKED: C. GRAHAM w SINGLE WATER METER/SERVICE \ I APPROVED: C. GRAHAM z DOUBLE WATER METER/SERVICE \ \ U B.O. p 2" BLOW-OFF ASSEMBLY \ CIVIL ENGINEER C) PREPARED FOR: o ® GATE VALVE CORINNE GRAHAM, PE G20 LLC � 4 V 04 ti WATER FITTINGS CIVIL SITE WORKS LLC w \ \ PO BOX 6059 PO BOX 593 al� Qs SEWER MANHOLE \ BOISE, ID 83707 EAGLE, ID 83616 (208) 946-3874 z z ® CURB INLET CGRAHAM®CSWENGINEERING.COM SD STORM DRAIN MANHOLE O U J \ I J o o SAND AND GREASE TRAP \ \ Y U MONITORING WELL \ \ I I ZD �s9 0 i i STORM DRAIN SEEPAGE BED 4141 SURVEYOR � BARRICADES \��o JEFF BEAGLEY, PLS sa �y"\ SAWTOOTH LAND SURVEYING LLC J -r STREET SIGNS IDAHO POWER INFORMATION \ \ 2030 S. WASHINGTON AVE. z STREET LIGHT \ EMMETT, ID 83617 O U (208) 398-8104 L� PROJECT CONTACT: JAMES NEYLAN U O p 26�0�� PROPOSED MAJOR CONTOUR (5') (208) 336-5355 EXT. 2 \ z 7 ��2628�� PROPOSED MINOR CONTOUR (1') JAMES@CONGERGROUP.COM BLOCK 5 \ 10� \ z Z w EXISTING MAJOR CONTOUR (5') FUTURE PHASES \ I Q J w0 CL w a_ EXISTING MINOR CONTOUR (1') \\ I V) W Lu PHASE 2 10.09 ACRES 216 MULTI-FAMILY UNITS \ W 2.00% DRAINAGE ARROW WITH PERCENT SLOPE 1 \ I > > z 2 NO PRESSURE IRRIGATION PUMP STATION \ V) m \ \ SITE DATA m Lu pe ~ NO POLE REMOVAL/RELOCATION REQUIRED \\ W W z w \ ADA COUNTY PARCEL #S1210346801 V) > / Q O O z SITE AREA = f 10.01 ACRES �z U W SKI HILL STREET \ PROPOSED LAND USE ZONE: TN-R O BLOCK 6 z NOTICE TO CONTRACTORS NUMBER AREA W V) RESIDENTIAL LOTS 62 3.94 AC 39.4% z � CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED \ 1 I W 0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME \ 1 LANDSCAPE COMMON LOTS 8 3.21 AC 32.0% w SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF I- CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; ACHD CERTIFICATE OF COMPLIANCE COMMON DRIVE/ALLEY 2 0.19 AC 1 .9% cn THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED J TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO \ PUBLIC RIGHT-OF-WAY N/A 2.67 AC 26.7% DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN W MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND STANDARDS IN PLACE \ 1 In_ o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. N AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD n,ek S IDA TOTAL 72 10.01 AC 100% '6wuc�Uo B ppsmontyBpelQaden 1 ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL CSW PROJECT NO. 21018 VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE ❑� , 0 DRAWING DATE 09/07/2023 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE ti \ WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES APPROVED FOR THIS PROJECT: \ o OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE SECTION 5101 .6: PED RAMPS AT TEE INTERSECTIONS APPROVED 5/22/2023 jr APPROVED BY THE PREPARER OF THESE PLANS. a Como m GENERAL CONSTRUCTION NOTES 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD .�GENSF� = PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS Q � w 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONFORM TO THE PROJECT ESC. SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 6970 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 5-22-23 � 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. CONTACT ACHD INSPECTION SERVICES AT � O ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING 208-387-6284 FOR INSPECTIONS. 24-HOUR MINIMUM ADVANCED NOTICE IS REQUIRED. C) �9T P� C)al� REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. ��N FOF�O�P�Q BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY NE M.co G �_ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF AND EXISTING PAVEMENT MARKINGS. OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED SITUATION IS RESOLVED. BELOW RIGHT-OF-WAY TO ACHD. N 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. \/ i 3: TIMES. STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. � TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE o V) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. START OF WORK. GEOTECHNICAL REPORT. > D J _ � 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD L 0 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. SD-709. N L o Q) 00 LL_o REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 0 00 z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. X 0 OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY 3 a' NOT OPEN OR CLOSE WATER VALVES. m w vn GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE U) u 00 m THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. PLANS AND CONFORM TO THE ISPWC SECTION 801. m p @) rlj 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. m E �. w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL fu w 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. THE PLANS AND CONFORM TO THE ISPWC SECTION 802. fu L. z NO. 1. 0) w u 16. PLANT MIX ASPHALT CONCRETE ON ACHD ARTERIAL AND COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2"), PG 64-28 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR MIX INSTALLED AT THE THICKNESS SPECIFIED ON THE PLANS. PLANT MIX ASPHALT CONCRETE ON PRIVATE STREETS SHALL BE PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WATER SP-3, 0.50 INCH (1/2"), PG 58-28 MIX. , w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS w DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT CONSTRUCTION PLANS. NOTE NO. 1. OR OTHER STREET WORK: N N o 0 0 A. LOCAL ROADWAYS SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX AT ui � = cq 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, ~ PRIOR TO CONSTRUCTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 2.5-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 14-INCHES OF 6-INCH MINUS PITRUN, o NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL WHICHEVER IS GREATER. rn 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA o 0 z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM B. COLLECTOR ROADWAYS (SAN MARCO WAY) SHALL MATCH EXISTING SECTION OR PLACE OR PLACE SP-3, 0.50 INCH (1/2"), THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). o z PG 64-28 MIX AT 3-INCH THICKNESS, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 20-INCHES OF 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. _ _ 0 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES a_ cn TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE w w 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. o > o ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. THE WASTEWATER RULES (IDAPA 58.01.16). 0 a- a �j z 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND a Q z c i) Ld 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. N DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS U) _ o w TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL o z N 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REPLACE THE ENTIRE ROADWAY SURFACE. CD z z QUALITY (IDEA). SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES o Q m AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL z AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. a 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. PUBLIC WORKS INSPECTOR. 0 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). p Q 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION z 0 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH BEGINS. � w I 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE o � DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. 0 AND REGULATION. 19. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE DRAWN: L. HAASE Li APPROVAL IS GIVEN TO THE PROJECT. COMPACTION TESTS. cn CHECKED: C. GRAHAM 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS Ld RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE SEWER PRESSURE IRRIGATION APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD 0 DRAWINGS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING j WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTED. PREPARED FOR: 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE G20 LLC 0� 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND o PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) PO BOX 593 Ld 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL AND THE CITY OF MERIDIAN WATER DEPARTMENT. EAGLE, ID 83616 >_ FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT Z OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. DEPTHA MAXIMUM ONE-HALF 2 AWWA C-900 PIPE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE PUBLIC WORKS DEPARTMENT AND ACHDSHALLINSP CT ALL CROSSINGS PRIOR TO BACKFILLING�E WITH LOCATOR WIRE. THE O J 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS U) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, U Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ll�0 COMPACTION. THE WASTEWATER RULES (IDAPA 58.01.16). NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I- ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). Z 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE � 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS O 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE . wo PROPERLY DISPOSED OF OFF SITE. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF U O 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES THE WASTEWATER RULES (IDAPA 58.01.16). � Z HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF LLC DATED JANUARY 18, 2022, FILE NO. B213331 g. 0 w THE SEWER. w u 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE Z z Q 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN O J w THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 0 V) w 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. W V) 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR > >_ z W _ CONTRACTOR MISTAKES CONSTRUCTION DAMAGE THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME NON-POTABLE WATER. � � � 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE Q Q CW COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE m C 0 I- CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN SPECIFICATIONS AND DRAWINGS. W w CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, Z PRIVATE ROADWAYS AND TRAVELWAYS. V) O 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND z GRADING/STORM DRAINAGE STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE c cn MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. O C G ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY Z 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE Z V) MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ROADWAY W 0 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS (� 3: DEPARTMENT ON SITE AT ALL TIMES. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY w CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR SCHEDULE INSPECTIONS. W 117 TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. 0 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. CSW PROJECT NO. 21018 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN DRAWING DATE 09/07/2023 CCD GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. w 0 O coo1 6 W �_ m 2 O a_ J U_ F_ U) (n i BOOK , PAGE f n _, I NEWKIRK SUBDIVISION NO. l C114 CORNER H PINE STREET !' Qf ' LOCATED IN THE SEI14 OF THE NWI14 OF SECTION 4 T. 2 N. R. Y E. B.M. ILLEGIBLE ° -- --- ■ r r ■ CPF#2016-011211 w _ _ _ I _ - CITY OF MERIDIAN, ADA COUNTY, IDAHO PLA T NOTES J W �/ E U) - - - - _ _ _ 2023 _ - - 1. EASEMENTS, A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS L u UNION PACIFIC RAILROAD _ �8 : HEREBY RESERVED ALONG THE FOLLOWING. r 0) - - �r_ - - - -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS I� L U I o f DEPICTED O� N I� pD' 1 -TWENTY ONE(21')FOOT WIDE ADJACENT TO THE PUBLIC'RIGHT OF WAYS OR AS DEPICTED La M 0 U -THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES EXCEPT FOR kD °� 0, _ i WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED X PLS 12464 z — — — — o _ _ S 880 6'46'E 574.04' _ 1 O ~ rn BLOCS 1 -r • - - - • - • - - . - - - - N 88026 46"W 744.55' A PERMANENT EASEMENT FOR PRESSURE IRRIGATION I5 HEREBY RESERVED ALONG THE m u 00 � 1 BLOCK - . � - - . - - . - . . � . - . . -- . - . . � FOLLOWING: ate" � o Zcr� - - - -I - - I -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED m w 1 I1 12 13 14 15 16 17 r8 19 2Q 21 22 23 24 25 26 27 $ 29 30 1 Qi ri I THREE(3)FOOT WIDE SIDE LOT LINES EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS ro Iro DEPICTED w 1 2, THIS DEVELOPMENT RECOGNIZES SECTION 2Z-4503 OF IDAHO CODE RIGHT TO FARM ACT, u _ W. TOPEKA STREET I WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF IQ - r - _ i SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR I ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR , N 9 I MORE THAN ONE(1)YEAR, WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE g BLOCK 2 n112 AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT X $ $ 1D APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN w I $ I , II AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." 1 7 7 I I 7 N N 3.ANY RESU13DIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED O �I IIf 14 I I SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. Lu = UNPLATTED Lul 6 I 6 12 6 11 LEGEND Q N ,- 1 IS o N o I �+ _ 4, BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL 8E IN �n SUBDIVISION BOUNDARY LINE 5 5 13 1 5 + COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. rn 4 16 +� LOT LINES I 1 0 0 CD z ° I 4 y+ 4 14 17 SECTIONAL LINE 1 5, LOTS I AND 10, BLOCK 1,LOTS 9 AND 18,BLOCK 2, LOTS 10, II AND 21,BLOCK 3,LOT I, F_ Q I 3 I I I 1 M - CENTERLINE I BLOCK 4,LOT I BLOCK 5 AND LOT 1,BLOCK 6 ARE RESERVED AS COMMON AREA,ARE z Z 3 3 15 IFz, 18 f W I S 1 f NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY NEWKIRK COMMUNITY = O AG 2 I _ ZERO LOT LINE I R550CIATION,INC. a_ U I 2 16 I9 Q - - - EXISTING DEED OR LOT LINE I 1 I I 8LD iEn K 2 I ?B Ill o © FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED ' ' 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2023-XXX. Q w a_ BLOCK 1 1 I7 BLOCK 3 o ❑ FOUND ALUMINUM CAP 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN Q I O SET 518"RFBAR/CAP PLS 11574 �. COMPLIANCE WITH IDAHO CODE 31-3805(1)(h). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED O Of F_ — — — I 1 z Z _ _ - 1 I 0 CALCULATED POINT TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THENAMPA a Q 'IP. SANTA FE STREET _ MERIDIAN IRRIGATION DISTRICT. ~ g v w A AVIATOR 1 AY I I LOT NUMBER I � N a �I POS POINT OF BEGINNING 8,MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF w z o O N 46.I4'WC© BLOCK 4 BLOCK 2 I THE LOT OWNER,UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE c� z N Z I 118 ■ �� `� I ENTITY. 0 o a " Q I = W = PD8 . � . _- , ■ B W f 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.2023-XXXX. Q z 3$BQ 4,592 _ -00�2 ■ I {��a�Q 10, A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND NEWKIRKLd O >� 9p> cD 59��3 0 any ■LZ �ti�n�� I COMMUNITY ASSOCIATION,INC. UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT 4 THAT I5 NOT COVERED BYAN OCCUPIED STRUCTURE.SAID GRANTOR OR NEWKIRK COMMUNITY ZO w� BLOCK 5 . CO t--S 29003'46" W I ��Q� ASSOCIATION,INC. MAY USE THE EASEMENT AREA A5 GRANTOR OR THE HOMEOWNER A 40 � Ip � 11 ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR � Q 4 31 I .q�, 69.56` J �, I � .�� o OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIES AND z I LL_ w g�I'li� •� i FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION I5 OBLIGATED OR PERMITTED TO PERFORM w I �2S)\-- -■ {b/ I �� N PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION, ` ♦; E� w� of RIGHTS TO INSTALL,OPERATE, MAINTAIN,REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES, \ CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. DESIGNED: C. GRAHAM O ` 11. THIS SUBDIVISION SHALL 8E SUBJECT 7O COVENANTS,CONDITIONS AND RE57RICTIONS TO BE DRAWN: L. HAASE Li I I a RECORDED AT LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. U UNPLATTED �♦ 100 0 50 100 200 z CHECKED: C. GRAHAM w \ 1 12,LOT I,BLOCK 1 AND A PORTION OF LOTS 9 AND 18,BLOCK Z ARE SERVIENT TO AND CONTAIN I i 1 I �♦ � \ i THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED 8Y THE FIRST AMENDED APPROVED: C. GRAHAM Z �"' ♦cS` (FEET) I i MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS U I I \ ♦co 1 INCH= 100 FT INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND U ♦ \�' I THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 PREPARED FOR w I ♦ r'. IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM G 2 0 L LC `� I I - - I \ '♦ I WATER DRAINAGE SYSTEM. M I \ , PO BOX 593 z r ,♦ ��♦6: I + 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SETA MINIMUM OF 12-INCHES ABOVE THE EAGLE, ID 83616 I I HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. Z I I �, 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO.2023-XXXX. O Q + I I ♦♦ BLOCK 5 ��'o� Lj + 15. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN WATER MAIN EASEMENT INST.NO. J I \ N � I I ♦♦ 1 \.f- • f 2023-XXX. Y ♦�',r I 16,LOTS 11-14,BLOCK 1, WILL TAKE ACCESS FROM LOT 10,BLOCK I AND LOTS I-9 AND 12-20, I I \ BLOCK 3 WILL TAKE ACCESS FROM LOT 11, BLOCK 3. THESE COMMON DRIVEWAYS ARE FOR THE ZD ± , `� ■ S's i PURPOSE OF INGRESSIEGRESS,SHALL CONTAIN BLANKET TYPE WATER,SEWER AND UTILITY LL w I ♦ �82Q I EASEMENTS AND SHALL RUN WITH THE LAND. THESE COMMON DRIVEWAYS/LOTS SHALL BE �\ ■ ;Y I CONSTRUCTED IN ACCORDANCE WITH XXXXXX AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH I - - - - - - -� I �90 -F SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON DRIVEWAYSILOTS SHALL BE OWNED AND MAINTAINED BY NEWKIRK COMMUNITY ASSOCIATION,INC. Z j ♦ �� 1T A PORTION OF LOT 1,BLOCK 4,LOT 2,BLOCK 5 AND LOT 1, BLOCK 6 ARE SUBJECT TO AN O OPERATIONS AND MAINTENANCE EASEMENT FOR THE PURDAM STUB DRAIN IN FAVOR OF THE U O O I I ��♦ r ♦S NAMPA MERIDIAN IRRIGATION DISTRICT PER LICENSE AGREEMENT INST. NO.2023-XXX. 7 Lu LL 5 ❑ _ � I i �[ \ BLOCK 6 I V) _ `♦ Lu SEE SHEET 2 OF 5 FOR LINEICURVE TABLES > > z I ASCENT SUBDIVISION I ' SEE SHEET 3 OF 5 FOR REFERENCES AND NARRATIVE O C) w BK 122, PG 19317 ♦, �5 4� 04 1 574 :, oC Q OF 1 • M 4� ' BEAGti 2030 S. WASHINGTON AVE. Q O J U) I a z I FRITTS SUBDIVISION I ` EMMETT ID 83617 Q BK 57, PG 5309 cn O — Z I > > I r Ak (208) 398-8I04 z U I I + I I `♦ PLS 11779 FAX J ♦ (208� 398-8I05 1 PLS w cn CPF#2018-016068 Z Y TW1116 CORNER w 0wf 296_� 10 5 1320.31' 110 PLS 14221 --- W. _--_ _-- --- --- --- --- I �- 10 I14 CORNER L rnd odedI ngf LL C WWW.SAWTOOTHLS.COM 20180 --- FRAIVKLIN ROAD PLS 14221 T5 CPF#2018 088996 SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: ~� S 8901534"E 2640,54'- BASIS OF BEARING I 1 OF 5 912023 AR 1B 121381 121381-FP I LL J_ I I U Lu r� CV 0 n1 CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 C� a_ O 0 cl ■ O 6 w �_ m 2 O (Y IL J U_ IY U) (n BOOK , PAGE NEWKIRK SUBDIVISION NO. 1 o J Y CURVE TABLE �I w CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH w l E II- Cl 48.34' 65.50' 42°17'09"" S 20033'31"E 47.25' 0 Cn U J C2 70.04' 320,00' I2°32'25" S 48058'45"E 69.90' > 0) C3 76.42' 280.00' I5038'24" 5 50032'39"E 76.I8' LINE TABLE `i'w > O PLS 2 464 - _ S 88°2646'r E 574.04' C4 81.7p' 320.00' 14°37'4Q" S SI°p1'S6"E $I.48' u u! _ _ _ m � � LINE BEARING DISTANCE Ln 0 m U 34�` 78•QO' 2$.00' 28.00` 28_00' 2$i00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00 ZS.pQ' 28~ 2$.00' 28.00' 28.OQ' 35.02' C5 91.35' 280.00` 18a4I34" N 48°5959"W 9Q.45' L1 S 39°50'QS"E 23.34' p� w �- -- _ __� r__-- _ -- _ __ O 1�BLCCK 1 I I ! a - I I ___ i �____ ____ . - __ C6 97.88' 300.00' I$°42'34" N 48°59'S9"W 97.44' 1 I 1 1 p -_- ___ --- • LI S39°50'08"E 23.34' X CIt Z I I a �J 1 k i I i 11 - fT_ -- - j l ---1 C7 46.47' 9I.50' 29°05'55'" S 46°22'12"W 45.97' ° O N O ! a i� l a e a I I I 1 ° ° L2 S 69 04'21"W 23.61' ! i 1 v v I �, r°v -a^, I y i r. 1 BLOCK 1 C8 35.70' 91.50' 24 14'pp" S 43 46'14"W 3$.41' CO w .. N I o q n I " v ! ^� ! m � v- rn i ^ I I ' C9 7.77' 9I.50' 4°52'S5" S SS°19`IZ"W 7.77' L2 S 69004'21"W 23.61' O U) u 00 cf) v chi I n a I v q l o 1 pp I a I O k ~ 1 I M o ° ° d 1 a cd I L3 S 13 0S'35"E 24.16' O N 41 �, I s I CIO 77.34' 75.00' S9 05'I2" S 61 I I'S0"W 73.96' I: - - I C11 60.34' 58.50' 59°05'SI" S 61°12'10"W 57.70' L3 S 13°05'35"E 24.16' m r w I _ I ! 1 � � f � � I � � 1 � w 1 2 j 4 ' 15 0 16 $ ] v $ ! "f 1 �+ �r ! 1 - 1 ' C12 27.72' S8.50' 27°09'I z" $45°13'S0"W 27.47' L4 N 39°39'I2"W 23.64' Z i o 1 0 Ln L M M M 18 � 1.9 M 20 3 i 21 22 23 24 N 125 o l j a ° L5 S 76°39'14 W 25.46' 1 1 v d l v 6 1 ° ° I ° a o L k o o l n ° I M 26 �' { 27 �' 28 4 29 in I C13 32.62' S8.5p' 3I 56 39" 5 74 46'46"W 32.19' p) w 1 v v a 1 o v o v l a v n a l o o f m 30 I ° ° L6 S 31039'14"W 12.99' u 9 ! a v l o v i a v l q cz l v o f n l a n l ° 11 tl CI4 87.33' 320.00' I5 38'14" N 50 31'39"W 87.06' ! v4 I (n ! u7 ! y i 1 0 1 v q l g v i q n l 0 1 O ° ° L7 S 60045'09"W 32.80' II ! _____, L---_ -__-, _ -- -_-_Lr� -___v� L__-�.�, vi 1,-- rr, �n I_-- Sn cn �___to jl �t C16 8908' 28000' 18°I3'42" N5�4923"W 8870' LS S89°5355"E 13.71' ! I I I ---- - ---- ---- _ M a C27 95.44' 300.00' IS°I3'47" N 52°49'73"W 95.04' L9 N 31°39'14"E 12.99'L------ ----J w_--- - 8.00' c - -7� !t �7�_ _ �7 �/1T V - �28 �7- - K -X- K-x- ��J I ° ° L10 N 13°20'46"W 25.46' cf)N 35.0Q' 28.00` 2$.00` 28.ap' �� C4922.46 28.00' 28.Q0' 28.QQ' 28.OQ' 28.pp' 28.00' ' 28.�OT2&00' 28.00' 28.0p' 28.00' 4.54' C43 z �� 1 cry CIS 89.39' 180.00' 28 27'11" S 75 09'49"E 88.47' L1I N 74°03"4b"E 25.46' a_w S 89°24'56"E 1I9.00' , �'.� G �n T C19 33.21' 180.00, 10°34'12" N 66013'20"W 33.16' 10 362.Q0' in Cy a ❑ LIZ S 80°I5'20"E 40.34' 1 _ W. T_OPEKA STREET �}S 89*2456"E 362.00' � �A7 2 � C20 56.18' 180.Q0' I7 S2'S9" N 80 26'Sb"W 55.95' w 10 L�LN� ��") - 17I.00' _ I 191.00' - - v _� ' C2I 99.32' 200.00' 28027'II" N 75009'49"W 98.30' L13 N 29°03"46"E 23.54' j r-- ° , 137.50' ui • C22 78.3z' 200.00' 22°25'12" N 72°09'20"W 77.$2' L14 S 54°p3'46"W 4p.pp' N N S 89 24'56"'E 11Z.08' 1S7.50' y o 0 O 1 o 1 d 1 �% 123.21' °q 79 l,, I g CF C23 21,00' 200,00' 6°00'59" N 8602255"W 20.99' L15 S 74°0346"W 25.46' � 1�vri 1 I G LAB' M I23.2I'' 9 �' I �� 10 7.00' I3.Op' 20.00' 60.50' 1 C24 58.47' 220.00` I5°I3'4I" N 6S°33'05"W 58.30' L16 N 2900346"E 23.22' Q N I I ' S$9°24 56"E 188.03' S.00' r 589°�46"F 3�00r I_ •� 9 1 C25 10.00' 220.00' 2°36'19" N 62°I4'23"W 10.00' L17 N 29 03'46"E I3.2I' \ \ I� 20'TYP I _ ° /1 I o o L18 N 15°56'14"W 25.46' (n � r 4 93.03' `-`"-� r `----`-95.00'--`� I aoV I 9 j o `" r ^----�� t C2fi 4$.4T zzp_00' 12°3722" Nfi9°51'14"W 4$.3T ° o 0 S 89°24'56"E 98.31'1 1 Q U t o I o 15.5` 15.5' N I t ry ui j BLOCK 3 I C27 13.84' 28,00' 28al9'47" N 43013'39"E 13.70' L19 N 60 56'14"W 36.93' � w I o 1 C53 v 15.5' 15.5' v I 8 j q j �❑ v `� I I I I 12 • • C28 37.23' 48.00' 44026'30" N 35010,18"E 36.31' L20 N 45035'50"E 25.46' o F_ ICI $ I ��, 1 ° 1m I 1 cv" - ❑ I a 15.5` I5.5 ° !BLOCK 25 89 24'S6"E 1 1 190.00' i a iS$9 24'56"E 95.0Q' I vv I 5 89°24 56"E 95.00� L21 N 37 47'26"W 22.35' �___`---__-`--� C29 29.03' 134.50' 12°21'S9" N06°46'03"E 28.97' _ O 1 8 !n 1 1 C30 74.56' 150.00, 28°28'42" N 14°49'25"E 73.79' L22 N 29003'46"E 18.$5' U �--S 89°24'56"E 98.09'1 I\_ o 95.00' 1_ I 95.00' 2I'Lj yP N I 6 f v I a ❑ L23 N 45°35'04"E 23.53' o f I i�a I q q ! 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HAASE 95.09' I- o a I C54 8.79' 190.00' 2 39'05" S 27 44'I4"W 8.79' S 89°24'56"E 98.16' : b 95.00' q 2.00' 1 BLOCK 3 I a Q 1 20 ✓a o ❑ 1 M, v I i s t •��-`_-_ I _, � i L28 N r, C55 8.79' 171.50' 2056 'I5" 577 3539"W 8.79` - m 1 1 ! i BLOCK 2 17 1 ''m ------ "' N L_5$9°24'S6"E 9Q.00'� ry 1 C5b S.79' 208.50' 2-24-57" S 27°51'18"W 8.79' CHECKED: C. GRAHAM \1 ^F 15.5' I5.5' I I t wo; ---- 95.00'.---- �_.----91.94'-_--� 4'�p - - - - - - - 0lllz�_ _ _ _ _ �� ! `� 3.b5` S 89°24S6"E I99.22' c 4.35' , � 60.50' 20.00' 13.00` 77.00"21 L� i 1 o Q 80.17' �`03�46 E 120.s1' ��s 157.0 0' I LEGEND v C26 N 80 _ _ - S 89 24- E I9I.00' U ry 5 89°2325"E 92.71' .1�o Ln - -- -- SUBDIVISION BOUNDARY LINE PREPARED FOR: AVIA7'UR PLAY C73 L _c2x C2g ° �S ° C3 W. SANTA FE STREET � h I or� Q 3S) W 101•80 S 89024'Sfi"E I57.50' �, n 1 LOT LINES rN 92.71' �2- 0 01 °3�'46" y y ,51 G 2 0 L LC w PLS 22464 a cr8 �ti S so j t `"1 PO BOX 593 Ir C20 ry CENTERLINE BLOCK � • EAGLE, ID 83616 a WC ■ BLOCK 4 ry � 1 ZERO LOT LINE z $-19 � �79 _- �A , L' I - - PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT z t� V , J m • _ ° j$ o • �' O° FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED 1 � �`'�so• 1 � T�9 1 vv �p�/� -Y `s' G' U N _ V 2�� \ Z ems° y FOUND ALUMINUM CAP O PCB d �3f � s° yti SET SIB"REBAR/CAP PLS I1574 /y Z h sOa r\ �� DYo �i 1+ '� • SET I/2"REBAR/CAP PLS 22574 w S 11 �• i5 _ s .' o D +� M ~ 929 �„ 1 - -s4,7'• \ � 0 Q CALCULATED POINT 11574 z w c�9 c7h s99 s9r . \ `� a" LOT NUMBER _ \ 4 -- - O w �S,o ww4 • - �q"� Irlo`?�IOF 1N�� ACHD STORM DRAIN EASEMENT-SEE NOTE I2 U O ter' .4(,7 r �'BEAGti _ Z f V ACHD SIDEWALK EASEMENT-SEE NOTE 14 � z BLOCK 5 - s6'I I _ _ z � iy� - -1 O Z I O ��0 �/ 1 g p/ r-7-- - 1 LL O J w or� Ss Jg„/ �� • �7ti�r / �/1 GRAVITY IRRIGATION EASEMENT-SEE NOTE 17 Q - L u ~ `s� �g''' • - PCB POINT OF BEGINNING Z 2030 S. WASHINGTON AVE. Q O J z SCALE oC p�}�q T i Q 50 0 25 50 100 . - � EI'!1"1E�, ID S36J 7Ln O z �?. z � J 1 INCH FEET)50 FT. , %/ >\ FAX (208) 398-8105 5 W ��W7 007 / v 1, L ind�011e In LLB W A T L M 0 y f, W W S WTOO H S.CO SEE SHEET 3 OF 5 FOR REFERENCES AND NARRATIVE SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: _ U) 2 OF 5 912023 AR 1B 121381 121381-FP U LI.J r� N O (11 CSW PR03ECT NO. 21018 DRAWING DATE 09/07/2023 C� IL O 0 ■ 6 W �_ m 2 O a_ J U_ F_ U) L BOOK , PAGE NEWKIRK SUBDIVISION NO. 1 o J Y l 1, o cn U J 0) ULL. \ J� ' C]N o L (� o O , V tTv �D � M ■ X C) C ZO ` Lp pco LL� ~ � rn 00 ccf) L � ♦` 0 � � o ' 0 �J N \ ♦ m ro � ♦ LEGEND ro w SUBDIVISION BOUNDARY LINE U \ LOT LINES , U) V) \ \ \ CENTERLINE or� ZERO LOT LINE a_ r w ` ♦�3, PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT r7 r7 ZO \ \"'�.,). @ FOUNT]518"RESAR/CAP PLS 11574 OR AS NOTED w o 0 _ ♦ ♦r'v ` v yr';,a ♦�,l % FOUND ALUMINUM CAP 0 \ \ SET 5/8"REBAR/CAP PLS 11574 0 0 CD w SCALE \ \ F s6 ♦ 0 SET 112"REBARICAP PLS 11574 0 50 0 25 50 100 Z . s6 A CALCULATED POINT ` ♦ \ LOT NUMBER (FEET) ` \ w � 1 INCH=50 FT. \� o w a_ACHD STORM DRAIN EASEMENT-SEE NOTE I2 O J 01 ` C! CL OfL� IZ ACND SIDEWALK EASEMENT-SEE NOTE 24 U N is � ♦ ��° ` \ , GRAVITY IRRIGATION EASEMENT-SEE NOTE 17 Lu o Z o 0 Z Z.��d 0 z \ \ • ` O LJ POB POINT OF BEGINNING U Z Q Q O ' • \ ` , J Z 40 Q LL. .o - i >. 0 �L v 8o S �- ♦ �2p, T;, DESIGNED: C. GRAHAM 0 d � 6y ♦ , J DRAWN: L. HAASE L �o• �6' U) ��'a 'fi 2n'w BLOCK 5 CHECKED: C. GRAHAM dd r os� APPROVED: C. GRAHAM R�cg 190 PREPARED FOR: �� L8 C�3 G /❑ ~�71 r 8�s ` ,\ ` G20 LLC a_ �11 ,/ _ ` PO BOX 593 EAGLE, ID 83616 ■ Z Q REFERENCES w Sla HILL ST ♦ss G9 • / �s o J R1) RECORD OF SURVEY NO. 12680 ♦ • R2) RECORD OF SURVEY NO. 13395 A U Y R3) RECORD OF SURVEY NO. 12250 ` o R4) FRITTS SUBDIVISION,BOOT(57,PAGE 5309 Z) 0 R5) ASCENT SUBDIVISION,BOOK 122,PAGE 19318-21 ♦ BLOCK 6Ld R6) ENTRATA FARMS SUBDIVISION NO.2, BOOK 118,PAGE 18134-37 t 4, R7) ENTRATA FARMS SUBDIVISION NO. 1, 1300K 117PAGE 17744-46 11574 cn R8) WARRANTY DEED INST.NO.2020-026735 p. '.i! R9) RECORD OF SURVEY NO. 12250 Ty 8�7723 Z OF O a° I ��F G�� U O LL.o ��, I BE A Z v) ryn SURVEYOR'S NARRATIVE I z Z 0 0l LL O J Lu � SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE `,�,� I _ CL W w SUBDIVISION PLAT SHOWN HEREON. ,�-ys �" V) THIS SUBDIVISION IS A PORTION OF PARCEL I OF RECORD OF SURVEY(ROS)NO. c > > 12250,ADA COUNTY RECORDS. THE BASIS OF BEARING FOR THE PLAT MATCHES ♦ I o — W THE BASIS OF BEARING FROM SAID ROS NO. 12250. THE SECTIONAL MONUMENTS I O Es AND THE FOUND BOUNDARY MONUMENTS FROM SAID ROS WERE USED TO w DETERMINE THE BOUNDARY OF THE SUBDIVISION AND WERE LOCATED AS SHOWN I L u J ON SAID RECORD OF SURVEY. t` I > 2030 S. WASHINGTON AVE. Q 0 J z EMMETT, ID 83617 Z oC Q ` � SEE SHEET 2 OF 5 FOR LINEICURVE TABLES o 39.89'WC (208) 398-8104 O U— JPLS 11779 FAX (208) 398-8 05 , cn LLJ L Ind�unie / LL www.sa wroomLs.coM d SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 3 OF 5 512023 AR 1B 121381 121381-FP >_ ce U L1J r� N 0 n1 CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 C� a_ O 0 @ C I m L / �55\ONAL F / m I D /� / �O� �,\GENSFO sS 16970 � BLOW-OFF � ® 5-22-23 J SEE I SHEET C7.1 R ANDV CONNECIT TO NG EEXISTING ' Cn Mw O ��9T PLO U 8" WATER MAIN sy ��/ F OF 0 P•ZP � —/—L� - - — — — — — �� — — — — — P— — — EP Ln Az - - - - - —1 2"GIRR> - - - — r — - - - - c� ' - - - / / • / 12"GIRR> U / / CONNECT TO EXISTING 12" / / / / /� PVC IRRIGATION PIPE m / ' / // / �� de N / / DAYLIGHT 12" IRRIGATION // STUB 8" WATER MAIN AND / j/ �e TO EXISTING DITCH Y 0 I / /// INSTALL 2" BLOW-OFF / / J �m ASSEMBLY FOR FUTURE / / O nI Ld / / / / WATER MAIN EXTENSION / / 1 / �e W WW a 0) > '' /ae �� Iro r�1 LL. //L / / // / / �/ O`9jOA L3 N M 00 O ro� � / •' / 'PD 01� Z / �v /.° / // / d �sFq�s X — O 0) O w m v /. / � / � �FysA m LLI i. N o BLOCK RETAINING WALL c /' / / / > G.p 00 I( SEE DETAIL 8 SHEET C9.0 / T O p 0_ v I co / / / 11 ZLli \ / / \ 4 \ / cf) o w mI to w / 1 v ' / .�/ BLOCK 5 � M M N N O1 v~ I LuO O / < N r- F_ B / / REMOVE EXISTING BLOW-OFF 0 � / L / / 8N WATERAD ECT MAIN EXISTING o 0 ems— /• . / / y / / / CD z /0 /DLO O / P // a_ cn I �� / / � / / z •, // / w a_ I 70 z Ld o BLOCK RETAINING WALL / / 00 O 0_ OfN Z SEE DETAIL 8 SHEET C9.0 Q z U STUB 8" WATER MAIN AND / // / F9�Dq U N INSTALL 2" BLOW-OFF /. / s14, w < 0 o N ASSEMBLY FOR FUTURE //, // / / Fyn��'�P z N Z WATER MAIN EXTENSION / F O p iii N STUB 4" PRESSURE IRRIGATION //' / // U z MAIN FOR FUTURE TIE-IN w I STUB 8" SEWER MAIN /� / // / O FOR FUTURE TIE-IN SEWER LINE 'A' m O_ SEE SHEET C5.1 ------------------- ------------- ————— 10? / O / p / 8"W 8"W �� // I O — — — — — —N ZIMMERMAN WAY — / : ---------7 / <8"SS — I�- / / / _ _ _ I 30 / / <8"SS \�� // // z DESIGNED: C. GRAHAM O 1 / / %/ DRAWN: L. HAASE Ld t7, w ( I 29 I I 1 / I I CHECKED: C. GRAHAM I 0 30 60 120 180 APPROVED: C. GRAHAM 12 13 14 1 115 16 17 1 1 18 19 20 1 I \� oi--- Zs --1 I• 1 1 I I I I 121 Lu I ��• \� .� � 1 1 BLOCK 1 1 1 I I I I I •' � I � / / / SCALE: 1" = 60' o I I I I BLOCK 3 1 N 1 �1 // // // CONNECT TO EXISTING 24" PREPARED FOR: po I I 2 7 L—— N— —J L— —— —J L———— ——J � \ / / / CONCRETE IRRIGATION PIPE G 2 0 L LC a_ L------- 1 ' N I Z : la ;.8 // �/ �� PO BOX 593 w -------- c0 ---- ----PRIVATE ALLEY-- I < la / I , I _ °° I I ' , , / : , a GENERAL NOTES EAGLE, ID 83616 >_ 26 ACHD SEEPAGE BED #5 1 -- -- — — -- — I'. �/ ---� 1 t �m 1. EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO DEPARTMENT Z a ( to 0 F f-- 1 , 1 : . 1 0 0��• I I BLOCK 3 1 I SEEPAGE BED #4P I 1, I s OF WATER RESOURCE REQUIREMENTS, WITH VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS (3 1 25 1 1 I (PRIVATE) I ,, I /'`-- /.: / DEPARTMENT. 11 II s / / _____—— 10 1 9 8 7 1 I 6 5 4 I I 3 2 1 I 1 1 I f® / / GIRR LINE 'A' 2. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL U Y 24 , SEWER LINE 'A' I I I I 1 I / / SEE SHEET C7.1 DISTRICT HEALTH REQUIREMENTS. 1 ' 1 SEE SHEET 05.0 1 1 I I 1 - / % / ZD cp I I — L — — — / •I a CONCRETE PAD FOR /gym 1 • — — — — — — —— — / 1 a MAILBOXES. SEE / �Q / 0.00,A L I 23 1 at DETAIL 7 SHEET C9.0. 0 L-------J / / �v / RDgM J I---------I 1 . — 8tiv — N FRITTS AVE 8"w // // / �m �SFMFtir�,p z z < ( I 22 I <8"SS <8"SS 0 U J I : / �/ CL 21 L -------� 1 Lu A r — — — Q Z w u — I I I SEWER LINE 'B' 1 1 1 / z O I ' 1 SEE SHEET C5.1 � / �m ' LLo a I 10 17 � 1 1 O J LLI w z I I I I I I I �, / w I I 1 1 ° I 11 I I 1 Lu z I 19 1 BLOCK RETAINING WALL ACHD SEEPAGE BED #3 / g m > > z SEE DETAIL 8 SHEET C9.0 I I 1 / LuL ——— L _J L I -- --� L— — L-- — -- _ —J 1 8 I vNi a / F9T m G Lu w I I I I' v -- --� -- --I r----� ----- + yFRRF STUB 8" WATER MAIN AND Lu ACHD SEEPAGE BED #2 I I I BLOCK 2 I /° / FD INSTALL 2" BLOW-OFF > 17 I I I I I I I 1 1 I /• / �/ �VF ASSEMBLY FOR FUTURE V I--------J 1 I 1 1 1 1 1 I I // //m ��f �m WATER MAIN EXTENSION J z ------- 1 0 l 1 8 7 I 1 6 5 I I 4 3 I 1 2 / a O - - JL _-JL CD m z — oC I - - -- - -- - -- - - / Lu J I 15 / 1 --- ---—\ \ \ 8w a'w 0 / z Y rBLOCK 1 1 — —N BARAYA AVE. — — 1 SEWER LINE 'A' W 0_ 14 8"SS> 8"SS> I SEE SHEET C5.0 - -- � I Rc�n r� — -- I cn Go 13 r _1 r — I. `~" 1 m DAYLIGHT 24" IRRIGATION L---------J 1 r DC J 10 1 I I SEWER LINE 'A' I I 1 IJ. TO EXISTING DITCH ---------- I 9 I I SEE SHEET C5.0 I I 1 1�, `�' � I > w U I SEWER LINE 'P' 8 7 6 5 4 3 2 `► N / I I I III I I I 1 0 v SEE SHEET C5.1 0 AC le U I I I I HD VERTICAL SAND FILTER #1 1 N a 1 / CSW PROJECT NO. 21018 I 1 1 20.00' COMMON DRIVE/ I I I I 11 D g00 , L---------J SEWER EASEMENT ---J L----o LBLOCK1 �YS(i,4D T -- � F qM DRAWING DATE 09/07/2023 ILL:- - - - T — 0 w / O U CONNECT TO EXISTING CONNECT TO EXISTING 4" O SANITARY SEWER MANHOLE PRESSURE IRRIGATION MAIN C2mO UNION PACIFIC RAILROAD ES S�c ��, omQ� \ j � ``+ : ``+� + + . + , \ + , �+ \\+\ + ABBREVIATIONS a_ — — — h�� 6, 0 66 06 10 �o oti h �' �' d �+ �+ , �+ , ��13L + �+ + + 16970 g`o 4j '\ g1' •\• .\• �• y 0 5-22-23 g ' o,`L o1 l ,\� � 6CL CENTERLINE� `'� `o o� � EX EXISTING GROUND � Oti`' oF OF SO-ti ti. _ ti� - FFE FINISHED FLOOR ELEVATION �Q/� / I FG FINISHED GRADE NE M.G cn \ II \ BLOCK 1 co Ss� s9 FL FLOW LINE � GRVL EDGE OF GRAVEL O I - 2555 ---- 2555 2Ss6 2 \ '1'0�" \ \ I BLOCK 1 ��° I HP HIGH POINT J 1 \ 1 ss) \\ css \\ `'ss I /tip` 256� I INV INVERT / \ �s 0 20 40 80 120 N I I \ \ I by ' ME MATCH EXISTING I i 1 11 12 1 3 14 1 5 \l 16 7 \\ 8 19 20 21 \ RIM RIM ELEVATIONft� \ -_ I I \ /1 23 / 24 25 126 27 28 2g oo TVC TOP BACK OF VERTICALTRC TOP BACK OF ROLLED URB SCALE: 1" = 40' J� I I I �' / I 30l h W LL E \ / I I I `� ' TOA TOP OF ASPHALT III I -- 2554 / r, I I TOC TOP OF CONCRETE __ I I 1 / Ss I �, FG FG FG FG FG FG FG / �' G G G G I ,/ � F � F F F F F J \ I I 1 G GAl G G 2555 tK* ��!� �ojb �� b�o 6�ti �ryDc �ro�L ��O �,�� y i ASS F F 'off h� h�0 �,,�0 h`O� ��o, h°' Y� O CC) FI' �p �� Ao� .,--- �L -- `l -- `L -- `L -- 9/--- 9/--- G C M II `�� \ ��h `�� tiV IV I �� "� GRADING NOTES X o t.) �' m wi 3 z \\\\ �SII Q Q' \ ti`' O v rn O \F S� 10 ,� Ss ACHD SEEPAGE #2 � W TOPEKA STREET ® � � � \+ S c A / - ® \ ' 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR TO O U) u o c A• �p / ° � - - - - - �-- - - - - - / g \ I I l T s / s _ \ STARTING WORK. a O d N 44 ~ s m E w \ I I SR, Tc /\\ /a �G ?s G °\ 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE PROJECT \ I F s \ ��' Se8 GEOTECHNICAL REPORT. L bi 2525 I 5 I ��L �� a , s• ��h�— — s \ 0) S4 c `�BA;� l •fig I /- 2555 SS, ego' \ ( I 2559• \ 7 \ \ 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND FOLLOW \ �g \ / K \ y \ 1 G \ 2560 �2 S \ 1 THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. , � \ ,�• °` \; 2 \ \\ ° I � ti� ss Tc`SSS � c OR II cn \ 2 1 \ G\ SS 1 g� 6'E•j I 1 G x 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY BOUNDARY. cn 2s :- �G I \ \ I F 8 s s o 10 ?s I I h F 1 I SpR�I 0 8 �c SS I �h'` �\'6� `sA� o� 11c S I `1 11 12 Tc Sbp I I NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. \ S• hti' FRS I �� \ 2SS4 \\ S• ��6. O2, \ I FG 2S h0 x h 1 ti `L- I �� g '`�, S8 ti� I 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE w \ I I 2 \ I h� o S6'' I EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. L i N N 2 I G I I FG 7 S` 2s o� 2 I `L-0-- 2559 0 6 . 1 3 '� GD 1 0 0 \ SS F 7 2s \ o, .� S 1 1 ,� SS < `'_ �' p 1 cq ss 1 I 50 \ o �9� �°c o �s I ° I I I�G 2s D ��,�' s• I 1 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH THE a N 2550 p,�. I �h \ BLOCK 2 hg6' 8• I •° I 6 7 c� Se m `L�o---�-25 0 I GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT o cv o \ h \ ti ti- O G' A I ap I I 1• s• D I l l GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. Ln rn \ I Z ry�h BLOC K 3 > FG �,,, I ?sAo� I 1 1 0 0 � 6 2s 2S o� 2 I rr ^�`' �c Io w \ sRF ° \ 2Ss z I e� Ss �c s� 0 12 sss FG �� o I 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL USED I 0 /e\ G, I w 6 '\ c >I 6 T SS �1 m I I FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL = z \ sS, ti� /°^°` 6'�• °° D I `'�� \ `�' h6' ` A' ° I °�� MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, w O II `ti D °I° s D `'� F ' 2S I ' ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. z \ II I a _< I \ *\. b s 2557 I < ti�---0 0 0 0 0 is I s� I z I \\ 2sRl I FG 5 2s I I D FG 2SS �o� \\ 13 \ ?S m 1 I FG ASS 4jh SS' N 1 w w c� < 1 \ ti� c A h6 \�c ss I I I 0� 5 c �p I `L I 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. Q SS �� m I ��1• 2Ss �• �co \ sp, ` I �g6' 2 �G �S I I STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE z w o by ti— ti— \ I ti I G� 16 �o s� I I I PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED LOCATION. o 0- z \ I a l \ I I G I gh1' `�S' Q z CD w 2Ss 2 \ y\ \ 4 c. SS I ti D 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE 2s G 2 \ 4 s o \14 s I 1 �° o Z I 4 �c SSA I ° �� -c S� I '� p`l• "o S6, I�r I �o' rn �9• G I 1 CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. uj w 0 1 w F I `'S I °. I w a o ao � h BLOCK 1 \\ �h h� I o � 17 ,c` S9 D . I CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR o z � z �L� � `L I M 16 �c p8, -< I ° I UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL z o I BLOCK RETAINING WALL cS 1 2558 �` S, `L tK I I PROCEDURES. o = U) 2 .2:1, G 1� 2 I SEE DETAIL 8 SHEET C9.0 �S p� \ I I �' S ' `' U o N = SAF �\ 3 S T SS 1 5 \ SSb' \ fhb° �G I I Q Q Sys I I \ c S I g \, 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK z ti� I 2ss I F 2s /,A! I GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. wO \ 2551.41' O \ I -41 �6 2 •cG+ , ASS 1 I W J z I \ I G \ ° �s \ I I • 1 1 I '6. SS' G 9 \ I a I 1 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL �` o ? G 1 . : I F 2 219 2`SS Nod s� 1 6 1 ?s 1 ti� F \ �S \ I S F 2 2S I o°' �' ? �� S6' I < I G / 1 1 g SS I I AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION F-I �99 06 2SS �c sp91 gyp• 6' g6' \ \\ I 'B• ° I F SEEPAGE BED ' h�� 6� ' I I Lw 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. LL_ •,�`� ti N \ `L ort—oho! 0 0 56 #4P (PRIVATE) o �/i � \ \ \ \\ ti5 BLOCK 3 I I 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE 1 O ACHD VERTICAL ? I ? \ \ , 1 FG 2S �G 2S I • 1 ' W CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. SAND FILTER 1 �' ° / \ 1 FG 1 �. SS SS \ 2 I 20 c. S I # 2S O\ G' ? �o \17 SSA \ — 2557 c �ti c epI ° z DESIGNED: C. GRAHAM 0 �` S 1 0 \ S.9• 6_ C 6' \ \ �6' 6' g1 2558 I O o ?�o Qss / \ I ��o \ fig• \ \ os, \ ryh --_----- - ryg a I J 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS DATED DRAWN: L. HAASE 2556 \ M 4 I I = SEPTEMBER 15, 2020, PROJECT N0. b201338g. w ��6ti I m o o s I \ \ \ J� \\ \\ \ \\�\ \ \ 16. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT—OF—WAY SHALL BE CHECKED: C. GRAHAM \ �' G_ --- -- 2s \ FG \ \ �\ \ \ i Q RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS APPROVED: C. GRAHAM �\ \ F \ Sob Tc ��\\ tk� I ' ' o \ _ _ _ W SANTA FE STREET - 1®® I I ' DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND W AVIATOR STREET �' \ h^' nn ' ,' \ \\ \\ I A COPY OF THE COMPACTION TESTS. h ',' o / /\\, SD S� 1 4 _ \ \ PREPARED FOR: � _ o �n O O N S / \ \ / I\\ 5 \\;2SS2 2SS3SSA \� \\\ h —_ — _ •'--'----- — ( 1 G20 LLC a_ c 6?, \\ o, ACHD SEEPAGE PO BOX 593 BED #3 ti G BLOCK 2 ��G `tip \ I EAGLE ID 83616 /�0' F `\ 2559 - �G I I 1 ' 7 Q goo 1 G 2 \ \ _ R \ \\\ 2s \ \2Ss �Sp2Ss8 0� o, F SSp __ 254y \ 2SSg 2s G 2.25% \ �p'%�• \\ ° \ 2S S3 \ �2 SS` \\ ACHD SEEPAGE BED #5/ Y �. BLOCK 4 F s, g• \ �\ I \ I l�'c s8 / 1 I R R oLd - - �i /� a \\ SIDEWALK z / 6 \ \\ N _ N oAoy2550 0) 5 g \ �c� i� a\ •• 3 \ \\ \ \ _ PAD ELEVATED 4" ABOVE BACK OF O �i ii / Ln x �n x 2 \\\.� \ q \ I \ _- �S I I O gh a w a w G \ N \ N \ \ / ' _ S6 SIDEWALK (MEASURED AT CENTER OF LOT) LJ..I \ \ a \ o �n i ss \ .9p \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ LL_ Q L, \ �� '� 2 \S2 \ \ I . Tpw W Z \ �' / 2SS9 So•\ \ 15.00' 15.00' > >C) LLJ Ln Sg \ Z5 \•< \ S / � 'n x \2SR8'�\�� \\ E� � Tg \\ \ \\\\ i II�C Ssjsi/ •(O 6�\\�� \\\ \\\ � m N W o�`\\\ \\\\ B LOCK 5 `\�\ \\\\ �o Ss9row- `\ \ TYPICAL LOT GRADING DETAIL 1 w V >a�� ° \ h`o 3p� \ \ SCALE: NOT TO SCALE C3.0 Q Q z oCto x Q I NOTE: ONGOING CONSTRUCTION MAY a00 \\ \\ 2g SA \ \ r \ \ \ \ o O HAVE ALTERED EXISTING TOPOGRAPHY N w \ \\�� 2SSS \ \ I \ 3 oi z — ALONG THE SOUTHERN BOUNDARY OF •�2Ss \5`'�$ -- - \ Lo V J THE SITE. FIELD VERIFY EXISTING m \\ 2SS \\ 1 uj CONDITIONS. MATCH INTO EXISTING GRADE AT 4:1 MAXIMUM SLOPE. ^ rSRsv v v �SSv v 'o' \ cn tr \\ o h� z Y L0 x \ \ \ 2S �\ ti. W O N W 00 OLLI oN IL/\\ \ \ CSW PROJECT NO. 21018 CD \ \ I \ `�S`SS DRAWING DATE 09/07/2023 \ :a I cm S sue? CIO m E SF� O �-16970 5-22-23 v J C)D,A/�TF OF U) U J 0 25 50 100 150 V) Y Y SCALE: 1" = 50' J w —W E J / � O U U C]N Q) 00 LL.O 1 0)M tD zz O � � rn MW Co LL 00 cn O � U O d or� m >_ Lli I ro W ro W � I BYO / ) U N I \ & Ld x W 0 0 1 9 p 0 6 ^� F+ Q N r / �j tij� tij� 5 h r0 �� p0 p k'\ ��` �� Dr0 '\ '\ �O y / V / e �V+ 0 N o - - rO 6 rod rah bh y �. D4 �. k h g• b 6 b ra roy' bbcp Ln rn / / / `L ti ti - - - - �, - - - - �� - - h �P h h h h h 0 <0b yb h6 y6 / hb 6'�' / 0 '� ro'� i j / ti -- ti f ti - `L ry - - - ti ti - - �y— - - a.� by '�] / h � ( \ hh/%/�' � � � .c, ?`S6 T ?`s6' W . .� S6, ,� `ss .t ?SE ?SE .t S6, c� ?S //// _ \ // ? ' ?) C c?) C c?S sr• 9• O• A 88. 06+, �,�. S S 5 / �. 2561.32' / / 25 r, S z 1 ? / s• 9• 9�. ?A. y. I I S s a_ O Vic. SSS �, -- 2563 ------ / 0b F y / 4l I I I 2 2g6� 6'O I + ?s• \ / /_ 661'1 I I"� /I / s* O , 6 /1 /// Ss� ��' \ G G N- G /. // / // 2561�'/ ' 2562 p Q z / ' F/ 63 '/� /�lb 60z Of w / ��. SS' / / \ 2563 \ -- 0� o0 25/a / \ - �L �y'° �yg / / i 5gg �r'L / tD .2 5b. /�, //i// // � J - 9 y. FG Y / / `y^`'g /�/ //i//� w a o_ ao �m /// // / ? I OS \ \ / 2565 -- y6^, Ob"r ryhb i v0 r 5b / /////i z o o ? // / cn �+SS� // 2�.31' // / � J � 2558 `L / SS//</%/ � \ N J1 0 z ckt moo` �m I // // �i � l 11 \ ?S / / ' �' 2556 x 5�'jj////ii�/ a Q Ll-O / ;Y �/ s? ,mac \ N LLJ z I /�//� I `98• \ 2562 /� 256 ---- ' / ' // L555 /' O I `,� iI/ '/I I I \\ �., --' --// ��/?S 'c ® / �� 2S60 I // / ke Q III II I I I 10 o _ LL. / / a' / o I II s�r�,. \\ /'/ // ,/� T / / / \ ?Sss , p / ® Lu 0 i wi DESIGNED: C. GRAHAM IV yI �? / �\ \ -'/ / / // �5 / / ?s . , \a \ •S � DRAWN: L. HAASE m I IIJ / \ \ / 2561 / �/ SS .mac / / / �.I )). / �\ I� I� �S // \\\ \\ / ��\ ' // /' FjbO /� /�jf 9S' / / �' CHECKED: C. GRAHAM I I I N <n`O�h h�^� i �'SS ,c, l APPROVED: C. GRAHAM cv o � I �I Ip I I U.\DREPN \ //'^ --�/ / // �/ �$ ' o!y 9?. // . / —�/ �'// � `\'� �� I °r�• 2 �/ //' �' /.?ss // m ?s ' I ?s PREPARED FOR: s .� O II 1 1 , / ••��'�R o / S� F+ q9 o I G20 LLC / II 2560 - / BLOCK RETAINING WALL / A- w / I 1--- 2563 --_- /� SEE DETAIL 8 SHEET C9.0 PO BOX 593 to EAGLE, ID 83616 Q 2559 0 QV / / / / / S /// \ NOTE: ONGOING CONSTRUCTION MAY / I o I / / ' / / ,,i / w I / p� / / / HAVE ALTERED EXISTING TOPOGRAPHY h ALONG THE SOUTHERN BOUNDARY OF L THE SITE. FIELD VERIFY EXISTING z �• I / \ / / s o a s J 4j `L / / / / / � a' ' / •� •S • i`Lo°^ �� ? F-f/ CONDITIONS. MATCH INTO EXISTING �L`'3�,� / ?' ' /' GRADE AT 4:1 MAXIMUM SLOPE. O 2558 pce �. / / / A� F 7 Z cc` O I 0 / / / / `L gh / / !! S, // / O + O z LL Q V) Z Lu � MATCHLINE - SEE SHEET C3.0 Lu � > V U Q Z z Q O Z V J ' w J Y LJJ Z O V) w U >_ ce U LI.J N O n1 CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 C� w 0 c 3 . 1 m E SF� a_ 16970 5-22-23 OD�NTFOF�O��P� L \\JI II \ BLOCK 1 2556 \\2Ss �'SS _ / / 0 20 40 80 120 J I - - _ - 2555 -�\ �Ss 2 , 2 a, BLOCK / _ S �^ i SS SS Lo u>7 I\� \✓/ 2SSS \ , 8\\ sss N ?`Ssp \ 2Ss 2s6� SCALE: 1" = 40' 0 II \ 11 12 13 14 \ I i \ I 15 16 7 18 19 20 21 23 / 24 25 /26 27 28 29 1 J_'_` - - W p � \ 025=0.86 CFS � U Q100=1.20 CFS / \ 0' o C]N � 0 � � � U \ 2555 f23 LF 12 PVC 0 1.00% - - 71 - L O h� - 1 2 - M - I �o z \ II _ 553 �/ X O s CB #2B O co LL� _ a cf) \ / 10 / Q25=0.13 CFS W TOPEKA STREET ®� \ \ O O U o \ I I Q100=0.18 CFS -�. - w \ II S ±13 LF 12" PVC ® 2.00% p - S STRUCTURE TABLE m Ero �- \ I /° \ STRUCTURE NAME: DETAILS: I 0) \ S' S S - ° t103 LF 18" PVC ® 0.00% - RIM=2550.89 \ \\ I 254 9 �2s2 rrx �'r- �M - - - - - - - � \ / / / ,° ` I 2559 2560 S \\ ACHD SG TRAP #1-1 12" INV IN=2544.35(S) 4 I 18 INV OUT 2543.50(W) 1 N \ I �- I ACHD SG TRAP 2-1 9 / 1 SUMP=2541.50' � I # ACHD SEEPAGE BED #2 I \ \ h \� I 8 \ I 8'Wx97'Lx5.5'D , o a - - I RIM=2555.27 w \ II 8 SSA I I 2s 100-YEAR VOL=1,854 CF I 12 10 I I ACHD SG TRAP 12" INV IN=2551.35(N) w \ I� \ I 1 1 I -2s. SS SEE DETAIL 1 SHEET C9.1 I g BLOCK 3 I " I I #2-1 18" INV OUT=2550.50(E) 2 \ I I SUMP=2548.50' o 0 O \ I I I 2S SSA �S I I 2559 c � 13 / I I RIM=2556.10 a N \I 7 I I S3 7 \ Sp 11 2S I I < / I / _ 12 INV IN=2548.35(NE) o �\ I , ` \ S) I a D ?s I ACHD SG TRAP 3 1 m *018 INV OUT=2547.50(W) Ln rn \\ I I - z I D I < I // SUMP=2545.50' o 0 0 \ \ I I `I� 6 \ 12\ R' I I 1 1 RIM=2551.41 = z 6 2Ss3 i D „ I ss2 BLOCK 2 I i Lo 6 I I I I / ACHD SG TRAP #3-2 12" INV IN=2546.85(SW) U \\ II \ I X I N N I I I / 18" INV OUT=2546.00(E) g D 2557 I a G 1 5 I I I z I I // SUMP-2544.00' w w \ I RIM=2554.34 O \\ I I \\\ 5 i m I \ \ \\ sN 13 \\ I I 5 I I I ACHD SG TRAP #5-1 18" INV OUT 549.00(NW) oOf a z \\ I I I \ 2\ I N 16 \ I i \ SUMP=2547.00' N g o j I \2S I \ I ass, SSA \ \ \ I I 4 \ I D I \ RIM=2548.15 U J 0 N S2 4 \ \4 \, \\ \ \14 I I IN I 1 o I z ° I \ CB #1A 12" INV OUT=2545.65(N) o z N I \ SEEPAGE BED #4P (PRIVATE) 17 cDn I \ SUMP=2544.65' z o Z I I \ a� 10'Wx65'Lx6'D M BLOCK 3 a I I \ 0 0 100-YEAR VOL=1,674 CIF ° I / RIM=2548.15 = BLOCK 1 I \ SEE DETAIL 1 SHEET C9.1---__ CB #1B 12" INV OUT=2545.65(S) Q 3 i I ?SSp 3 \\ \ \ \\ 1 5 \\ i ! 8 i I SUMP=2544.65' z o ACHD VERTICAL SAND FILTER #1 I \ \ \ I RIM=2554.67 w zo TREATMENT BED: 6'Wx72'Lx5.5'D I I I \\ �s \ I I I 2 t76 LF 18 PVC ® 0.00% I I / CB #2A 12" INV OUT=2551.83(S) Li - TREATMENT BED: 21'Wx72'Lx5.5'D I ' \ 01�,, 11 1 I I I / SUMP=2550.83' v SEE E100-YEAIRL 1O SHEET C CF\ 2 I I �� . " I 2 \\ \ \ 1 I I ° I 19 \ I / C9.22S ACHD SG TRAP #1-1 N \ RIM=2554.67 z \ \ I I I I 1 ( SG TRAP #4P-1 W/GRATE I \ ( I /( CB #2B 12" INV IN=2551.60(N) L O I I I I J I `� \ \ \ \ I Q25=0.90 CFS ; I 12" INV OUT=2551.60(S) � f 15 LF 12 PVC ® 1.00% \ I 2S5 \ \ 2 \ \ � O I \ 1 CB #3q N Q100=1.25 CFS / I I DESIGNED: C. GRAHAM SUMP=2550.60 ° '�T / V I 1 \ s Q25=1.21 CFS RIM=2555.50 DRAWN: L. HAASE p ±79_LF_ 18"iPVC ® 0.00% o / I \ I \ \ `rr'� \\7 \ 1 CB #36 \ \ Q100=1.69 CFS \ 2g g I I ° i // CB #3A 12" INV M=255552°66(SW) CB #1 B Li Q25=1.62 CFS I / \ \ Q25=0.69 CFS - - - - - - - - - a I / SUMP=2551.66' CHECKED: C. GRAHAM cn Q100=2.26 CFS ±79_LF_ 1,2 PVC ® 0.00% I \ ° ACHD SG TRAP #3-2 \ ass \ 'Q100=0.96 CFS " w - - SDMH #1-3 I RIM=2555.50 APPROVED: C. GRAHAM t16 LF 12" PVC 00.50% _ _ °' \ \ \ \ 12" INV IN=2552.43 NE o SDMH #1 1 ° f97 LF 18" PVC_ 0.00% \ \f23 LF 12 PVC ® 1.00% �-_ W SANTA FIE STREET - o I CB #36 ( ) ® i 12" INV OUT=2552.43(SW) " \ `" ' \ t 13 LF 12" PVC ® 32.64% 1 t35 LF 12 PVC ® 0.50% SUMP=2551.43' PREPARED FOR: v ^ �\ t80 LF 12" PVC 00.50% \ 4 \ Mt106 LF 18" PVC ® 0.00� \ �� I " RIM=2550.80 / W AVIATOR STREET SDMH #1-2 CB #3D 2SS2 \ �' I CB #3C 12 INV OUT=2547.96(NE) G20 LLC or� Q25=o.50 CFS ` ACHD SG TRAP #3-1_ _ -_ - I SUMP=2546.96 PO BOX 593 w ±16 LF 12" PVC ® 0.5\ ° - - � ° - - - -- - - - Q100=o.70 CFS " \ - \ I nn ° f 13 LF 12 PVC ® 6.32% ACHD SEEPAGE BED #3 \ / \ \ RIM=2550.80 EAGLE, I D 83616 z CB #1A I - - - - - _ _ ° �\ 24'Wx82'Lx6'D \ BLOCK 2 .2S ? ` 2559 - - `�° I 1 I CB #3D 12" INV IN=2547.64(SW) z a Q25=o.17 CFS - -..° 100-YEAR VOL=5,040 CF \ S s h a I 12" INV OUT=2547.64(NE) f32 LF 12 PVC ® 1.00% \ \ \ 2 SB 1 �' I O Q100=O.24 CFS I �\\ \,SEE DETAIL 1 SHEET C9.1 2Sgs \ '2S ss \ ASS i I SUMP=2546.64' J T\ !TB / 2SSp CB #3C' ' \ �\ \ \ASS SS ACHD SEEPAGE BED #5 i , / / .° I " RIM=2553.74 Q25=0.29 CFS � A CB #5A 12 INV OUT=2550.89(NE) V) Q100=0.41 CFS \ I ° \'2SS ? 2Ss3 \ 20'Wx78'Lx6'D I / / I U 100-YEAR VOL=4,026 CF SUMP=2549.89 O \ //�� 2S ��\ 'S "' \ SEE DETAIL 1 SHEET C9.1 RIM=2553.74 12" INV IN=2550.57 SW w �� s 3\ ��2S4S \ �`�' \ ` N 2 �`� 1 C ) \ \ \ /° O. \ CB #5B ( ) \ o \ -__ _�� /� Q- / Sq e� ` l \ 12 INV OUT=2550.57(NE) O J �, .��^� T�� 4S•� � R � � � \ \\� ° / s \ SUMP=2549.5T z h i -__- j ` 6 jj j�� ;��\� a O�'q \�\ A \ \ / ��/ \\ OGC' \ RIM=2548.47 O U \ / ice°�//I - 1 \�\ �w �� ' T� ' y Lam, \ \ - L - 12" INV IN=2545.57(S) SDMH #1-1 12" INV IN=2545.57(N) U O oC i � ACHD SG TRAP #5-1 / \ \ 12" INV OUT=2545.57(E) z S \ j / SUMP=2543.57' w ��1�i �� 2S\ s / / / /�. ` �Ss, RIM=2549.90 O z z z ILL Q o \T \\�S�� ° \ ° • , oo \ SDMH #1-2 12 INV IN=2545.17(W) O J Q \ ?S BLOCKS \ / / / / ss \ 12 INV OUT=2545.17(N) Q - � J I \\RS CB 56 I �S `� \ SUMP=2543.17' # j z, , s� \ \ W - _ Q25=1.35 CFS / 1 , / �'s � \ - \ Q100=1.89 CFS i s� RIM=2550.55 > > z W �_ I I \� �� 22SS3�� a 1 / �\ `2ss� \\\\\ \\ 12" INV IN=2545.00(S) O Q W u t12 LF 12" PVC ® 5.78%1 / / ?S \ \ \ \ SDMH #1-3 12 INV OUT=2544.50(N) m W w 2 2S Off\ \ \ f32 LF 12" PVC ® 1.00% 2554 \ \\\\\\\ \ _ 12" INV OUT=2545.50(W) / \ \ SUMP=2542.50 � > z 56.90 \` ce Q25=0.80 CFS �' ° \ 2S5 \ \ \ \ \ Q O Q & �9 ��\ CB 5A \ "'\ \ ` \ \ 3 \ \ \ \ \ \ SG TRAP 4P-1 W GRATE 18" INV OUT52552.50 N \ CFS \'\ \\ \2S \\ \ \ \ \ \ SUMP=2550.50' z �6�Q100=1.12 CFS \ \ # ( ) \��\ 2Ss � •° \ \ \ \ \ z Lu cn Lu o I I U LLJ �\C14 \ uj \ ° \ ` \\ CSW PROJECT NO. 21018 ✓ \ ��\` \`` \\\` \ ` � \ DRAWING DATE 09/07/2023 0 c3m2 KEYNOTES a 0E S = 1Q c SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 8 / \ PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. r /� Q / j , 16970 2� INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD o 0 0 0 o Q 1 Q\ �',q -22-2 o SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". CJ o�0�0�0�0� m a E M.G� O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. CCj SID / Z \ cn ® NOT USED THIS SHEET. O O- O C 2 a o, ° R=20.00' 0 20 40 80 120 h J N �� O t�5 cn INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. Z N _ _ I $ d GQ �� © ?s _ _ a HORIZONTAL SCALE: 1" = 40' o NOT USED THIS SHEEP. 6 2 0 �: 2ooq-�� - °ti VERTICAL SCALE: 1" = 5' w O7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. ti`'�p ti�G O a a W E `) G 09 cres FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 3�' a D J O � •ate <� �� L o Og INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II - �tK _ �+�+� ry) o wo N BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE W AVIATOR STREET h`Op u in 0 � M SITE KEY RED/WHITE DIAGONAL DECALS. ti p c x 0 1"=300' G p �" 3 rn cf) ® co Ld TH CKENEDTALL PE III EDGE ALUMINUDE PER M WITH ACHD WIDE REFLEBTIVEPE III RED WHIRTEICADES SHALL BE D AGONAL DECALS. rx ' s0q SqN Mq\ O U) " o / koh CO wq y a m E rlj w `LO A9 lc 0� w �G 6S i a s w a a a a a a �,° os �c u a a 2 , cn co Z a a �� a_ N w w INTERSECTION DETAIL SCALE: 1 "=20' O w o 0 0 N O Lo m cn O O Z z SEE SHEET C4.2 SEE SHEET C4.3 O U / — , ~ \ \ 2 i 18 Q I w 0 \ \ i i i �► 7 Z o w Q \ I z o 4 ��' \ i ACHD SEEPAGE Q o w BLOCK 2 ` BED #5 / \ I a Q z \ \ Yz- i i ACHD SEEPAGE BED #3 a o i s s h h (~ \ �G ^� o o f SR O 6 N \ I D( ^ OQ� CD > z N z 3 \ �v G �jx 2 G 2 JG G Oo M N��R !R NcP k car,eS /Z ^"DN �� `S> 90- - - - - - - — OHO - - y �p•O 0 p•�- - -M + 2S x`S rnx G� o = Q Cl BLOCK 1 \ o x s ? O - o °- - - - - ° ° �- s O s A - = 13x98 9, $ "�h / coLo Qi y� �� `� o o °,o�j`'�xh �,,�`L'�xp ° %�`L. g �S� 00 Res.9� N p �,� +�°j.O a�D� ^lby G Q ~ 2 2SS8'3 hho ^X�— �c ^ " ,Lch� `^°Xh`'�'.`Ox _ �, w ti O ACHD VERTICAL �5:3 TVO � 3 \ " � - - - - - z SAND FILTER #1 \ So 5 � `LO o° r 12+00 13+00 14+00 0 0 5 15+00 1 o 10 t m� 2 - 2 16+00 Q h d0 F to tip" �1 z ,►I ,� 25498 �s Z R,Zoo.o ' r 5 2 N SAN MARCO WAY R=300.00�/ \ w 7 3 �C 11kG0 O G 6 G ASS O G O G O G G > air ��V ti �tK ��' V // 7;" \\\�` a �'' °� 1 1 ?�S o0 po �J tl. �� _�s ��. ^�_^`O co,Xo� y6 J-n v \ �00 DESIGNED: C. GRAHAM SsrxQ c,6, O ti- - - x ° Gj ��- x x 0 - -°- - x 5 - - - - x 0 x . - M—ko �A - - o' �c g _ \(y g h O O '. h - - - 0 6 h U 0 10 �S>00 e� ,. m 0. ? ,/ ��x ti �� o�h -96 ? 00 �� Oti' TB � .0S d o B . ojS' �k•- B '0) —s v, by d h " M co s x S h- p�8• TB SO h h + to `'� N '` ° °� s \ DRAWN: L. HAASE 00,0 S0, / �`'� `L 2k 0 R = `LO (LO N co �� iri LQ Uwe ?54839 0 �, oo� 'ox6 �C Z /SB 1 �a5 5� NG 33.00' 1 x8 �, u a W N BLOCK 5 \ LLJ W w �'� 5 S 921j - —2`'� -B-B Y., 96C - o J= _ _ _ _ _ _- _ _ " ± c�\\ \ s �� CHECKED: C. GRAHAM i� ?SR `� c� \\�� V1 APPROVED: C. GRAHAM TB TB� 2 c LLJ 9 tK°'p� �G SSA TOlO� 9S6� TB TB TB�_TB�TB cJ \ oo �G .° ' ° W O BLOCK 4 �j TB-�1,v tK 92S 9 S xe JL TB TB 0 0 0 C/1 S as ��' O R?1A° \ PREPARED FOR: oz o � , \ \ \ G20 LLC � os a_ PO BOX 59 3o� \ EAGLE, ID 83616 " \ Z Q � TB\ � \ \M \ O LJJ — \ \ Z J O L w O 2565 z CL O 0 LL. --------------- ----------------- ------------------ ----------------- ----------------- ----------------- ----------------- ----------------- ------------------ ----------------- ----------------- ------------------ ------ ---- --------------------- U Lo 0 ----------- O z I- -2 , on V) Q � Lo � cl Q 2560 O ZLd ---------- -------------------- ------------------------------------------------------------- -------------------- ------------------- - _ ZN --------- ----------------------) W -------- ----------------------- L Jo a � Q CL O a_ Vw ------------a - 5 > N ---------- ------------------------------------------------------------- = LLJ z - * > FINISHED GRADE a 0.65% > O — Z O ,n cn joo 1.00% 2555 Q U 0) QNQ M� W ~ --~ J W z + ao N w Q PT=11+92.03 ------ -- �_o ce w to o - m ----------------- EL=2551.12 ----- ------------------------ ---co cn --------- ---------------- --- ai a0 W z- �n -----------------------------------------> > 00 a > o IQI N PC=10+92.71 0 c� 1. Iq oq _ _ _ +`n C/) C ~ zv~i w ------- E----- .96 - - _ _ _-_ _ _ _- - - -+�' - / l/- CO`N� Q O G - - _ - -- - - cnN- - II z w-> > _ _ _ _ - - - — - - - - - u CLw cn m 1.80% - - - - w 2550 Z - - - "DRAINT�ROSSING a 1.50 EXISTING GROUND , J ---------------- ---- ------------------------------ - ----------------------- -------------------- ---- --- -------------------- ------------------------------------ ------------- ----------------------------------------- -------------------- ---------------------------------------------------------- w J 12" STORM ------------------ ------------------------------------------------------------ ----------------------------------------- ------------------- ---------------------------------------------------------- Z o -N DRAIN CROSSING W al�O 0 O +� 2545 � II 0 ----------------------- -------------------- ------------------------------------------------------------- N w 0°J Q ------------------------------ - ----------------------- -------------------- W 4" PI CROSSING J ----------------- ------------------ ------------------- ------------------ ------------------ ------------------ ------------------ ------------------ ------------------- ------------------ ------------- - ------------- ------------------ ------------------ ------------------- ------------------ 2540 W N N n O) O Iq n O N Iq n N N n n M N ( (O N r ap N IM (O O o O) 00 I-- O n O w O O) O) O N O N M IM a a iA iA O w N Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo U) W) U) W) U) W) U) W) U) Lo to Lo Lo 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 CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 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 16+00 16+50 17+00 w o W. AVIATOR STREET / N. SAN MARCO WAY PLAN AND PROFILE C4m0 STA. 10+00 TO 1 7+50 F /o KEYNOTES , ` 0��5GENSFO W °Q = 1 11 QO \ R=20.00' Q SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO CpZ�a�xw PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. ° 16970 255a'39' R=20.00' 5-22-23 2� INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD `G �7 p o SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". 2 p,Q�TFOF��P .ZP O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. L \ 5g8 63 v ® NOT USED THIS SHEET. ,�, \V 0 G / a' 2 ° J J / O 0 9 \ ° J O5 NOT USED THIS SHEEP. N Lo in coo G N Y , Lo ao� U) �, a © NOT USED THIS SHEEP. ~ N�g �s N -1g0°` 2 V ° qti ti� ° J i w O7 NOT USED THIS SHEET. ° ° o Mq ® ® W I,I E ss 'QCO c� ° o V ® FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 25 R=20.00' ' D R=20.00' 2558.93' 0 09 NOT USED THIS SHEET. 2 255g,4I' \ �G LG 0 ° R=20.00'� m o ° a Sp S ° � Ln M a) 00 w N g58• 0 O ch SITE KEY ® INSTALL TYPE III BARRICADE PER ACHD SD-1 132B. TYPE III BARRICADES SHALL BE z THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. R=20.00' ° ° �tO N / m O'66Z to 0.66. X v O 1 '=300 0 �G <� cry \ ,�, o p 3 rn cn Co Ld Cf) 2 ° 2558.33 �� N\\ 1.879 / v -C, NJ NI N�� < ` � o � av o v�1-0N�� ° ° /��09$ �G N_ m m W / \ W Oro (L6 �1 ° �06 LG ° 9 \ 0 20 40 80 120 a 2° a S \ w R=20.00' ° XHORIZONTAL SCALE: 1" = 40' ° ° ° / ° R=20.00' VERTICAL SCALE: 1" = 5' N N D O O O 0 N O N O O Cn INTERSECTION DETAIL N� k N H SCALE: 1 "=20' O CO ryXS O N A� _ U N N to <25 p0' Oa �^� N M � N� k j n O —��0�•ryryX ° N N (y�c� y5x� w w (Y O N 2jx�atS� N G N 0? z jrLLJ w o N 0 000 N� %S`�oss8;� / ® 2 _ 23+0_� 1 a a g c� O N ��x `rw rn Lo �°N �'� �' 2 R=300.00 N ao N (O� J W �O �S O6+ .�'tfl J�O '+/L C �/ i ` J W Q O O G G JG JG M 3 JG G G G �`SSSxSS Sj SR G rn N 22 ?S 2S L \Lo N ti� _ a� o° o° ° •�� A �c " N ® 3 \ s?9 �? SEE LEFT o �T�O xq°�'- - - 0� Oo� Dt ° - - - - ° - - — '. p•- - - - - Dt O•" — - - '�°' 0- - - - - - .� SrO ' 2S ?S S 2 9R L U Z . 1�x �6 xh• ° �ro• x0 �'� xh ��'�•�OxO ��'�•�Oxh . �4�j0�Ox0. '��+ \ 2 N 2s ?SS9 S9S° _ — — — — — — —xS9 �c t�x69 �� I I Q O — — — — — — OQ ss Si9 `S4 �� 9 p+� sr I I w k \ 2 2X c x, 'Lo 2 I 1 1 O U --- — — — — — — Ir Om�\ ��Ao c'x0�n? �6'2 RCS I G� BLOCK 6 z 17+00 o m 18+00 0 19+00 20+00 c6 m w —I —I m — — o — �— — — — R=300.00' �`' F SS8 Q. p° o ro V) N SAN MARCO WAY �, I,-- 2�X) li w G� O , �- o N oi' \\ 2 3? S8 I I _ a G JG o j o 2 2 2 _ w BLOCK 6 O ul S S S S S S S S 0h^��° 0�/_+ + �^ do, —I (/') S S S S �S ?S 2S � P �� X O / �j N N tp O h � R � I L � ^� W I S tl I 6 9 — �j �j o �j sr 8 8? a . 9 �A e 9 •R 9 •>9 �R — _ _ — �ryo ,-51 N N +� 1 I 2 ti� O ti� O� �� O o� DESIGNED: C. GRAHAM O A 7 1 1 �' 1 ti '� — xS �C — — x00 TGC - -`- xSo Tic - - - - xoo �c Q- - -xSo �c - - - -xoo �c — - - xSo �c - - - - �xoS �c ryh N N. I I I aj`L� x00 $ 2 G o `�� o0 00 00 00 00 00 s� I I I ti`' .° y DRAWN: L. HAASE V) 1 �c\ o Y Du 10+00 m CHECKED: C. GRAHAM c� \ 'r can o/ ' I 3 I I N ''M IZ— ''X��\ APPROVED: C. GRAHAM 8 / /� / I I 2 N U _ _ O Co cn $ TB To 00 PREPARED FOR: � / m �UA o` � G20LLCN 2 PO BOX 59 3 0 �o EAGLE, ID 836 1 6g Q — I I I ^ x�0.a� �� z J 2575 I ; I BLOCK 5 LOW PT STA = 21+95.88 HIGH PT STA = 23+51.91 i U w Y -------- --- LOW PT EL = 2559.19 HIGH PT ELEV = 2562.99 0 PVI STA = 22+41.75 PVI STA = 23+39.62 = SEE LEFT J � PVI EL = 2559.41 PVI EL = 2563.14 z CL N LL w --------------------------------------------------------------------------------- K = 27.75 K = 14.35 o Q 2570 LVC 91.74' LVC = 68.97' j z 2570 2570 J ce ---------------------------------------------------------------------------------- -------------------- -----------------00 O---- --N -------0 N N ^^ 1..� OOr (O� u OC Nx— O � �co 0 co NZ w O O 0) �O � — + +N +LOU ---------------------------------------------------------------------------------- N NI ►o U=Q Q o U O O 00 N II N NJ --------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------00 ------- UW - Z Oo ---------------------------------------------- �/ z14) W W W� m _ z / 2565 2565 O + + 2565+ � O W / \ r ---------------------------------------------------------------------------------- -------------------- ------------------------------------------------------------------------------------------- Lo ----- >--- o' oo Lo + 00 -------------------------------------------- LL 7 I 11 No Lo 0�II --------------------------------------------------------------------------------------------¢ N ---- - ---------- 1.00% I Q Q ------------------------------------------ II Q a; F- J (nw sj� "I z Q V) N W ------ - ---- - ------- ---------------------- ------- ------ --------------- W J -n -------------------- ---------- Ld Ln ---------------------------------------------------------------------------- ---------------------------------------------------------------------------------> a- d 0-(� ------- - --/------- N 00 Lo 0) ------------ a- a> \ \ z L.L p N FINISHED GRADE o_ / rn N N c�o a _ z J 2560 Q II ,�co o co 2560 J 2560 O C) L u J N w 0.50% i 0.50% to +N = M 1.N 0 0% M N II ° I� Z CL U) W 0 CL ---------------------------------------------------------------- ------ - -- ----------------- ----------------------------- f ------ Lo 0>----------------------- ----- p- II w ------------- --------- rn LLJ 2 � � > w O_Q 0.65% f n n w ,� 00 ------------------------------------- ---------- Inln ---- +� CROSSING Oo -2.00%\ N 00- °' 12 IRRIGATION__ o ao Oo U C/) f 0_ \ Z (n co O In 00 - --------------- -------------------- - N N O + + D_'N . ^ z n00 // 001n N II 1 II N LoNX L� V 2555 � \ ------- o In — +N II w 2555 — rn is �t3 Q II II N z w 2555 +Ln O U II N rn co `6'9 J Q II O W J — (n H U N N II 2 0_ o II -��- -- -- --- - - - - _ ---- — — N J -- H W - --- - - - - --- -- -- m W --- �Lo J � N W O H 7 �Ifj ----------------------------------------------------------------- -------------------- / ------ - - ----- U W -----------------------------0- ------------------------ -------------------- ----------------- ------ N 0_ 0- a 0_W L O O _ — 0 �I II 1 1 �N — � w W - - _ - - EXISTING -GRO UND a 0.40% ce --------------------------------------------------------------- - w z Q 2550 a 2550 2550 C o --------------------------------------------------- FINISHED GRADE EXISTING GROUND -1.50% P?00 W ----- ---------------------------------------------------------- ------------- -------- ---------------------------------------------------------------------------------------------------- ---- -------------- ---- ------------------ ------------------- ------------------------------ ---------------- ------ 000 _ I--Cn +� LQ II 0 2545 2545 _ w W 2545 / ro C, r, 0 L N r\ IM 0) OD N coM O� O t0 � 0) O n LM 0) LL N O t0 O t0 M O r\ q O M M q 07 O OR M O Lq 0) r\ N N 0) O 01 0! O O In Co LL0 L0 LLo U) In L0 In LL0 L0 Lo 11) � IM � � � In Ko � � � PO U) to 11) � to t0 CoN 00 LA � Ln Ln U) In 3L=r=7 N In In In Ln 0 In Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln In In In In In Lo In In In Lo In Ln Lo to Ln Ln Ln CSW PROJECT NO. 2101 8 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWING DATE 09/07/2023 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 10+00 10+50 11+00 w o N. SAN MARCO WAY PLAN AND PROFILE (CONT.) W. SKI HILL STREET PLAN AND PROFILE STA. 1 6+50 TO 24+00 STA. 10+00 TO 1 1 +50 C4m I KEYNOTES o 20 40 80 120 .0< \GE S w Q m = 1Q SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 2nxw`Wl � k PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 16970 a_ d ° ° ° d HORIZONTAL SCALE: 1" = 40' 5-22-23 2� INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD 2 G ° d VERTICAL SCALE: 1" = 5' SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". to SSs O �TFOF�gP�.ZP N^/E M.GAP O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ti Ln 1.50% U ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710C. SIDEWALK TO BE 6" THICK �o, W TOPEKA STREET J AT DRIVE APPROACH. - ,ohs' '^ — — ti ft� t�5 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. �G 6 ?SS) O h 3 © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. �y`o'o �43 �Q1 ?S 5� Ro Jw � E �9�GL CO. (c S�s• 9 o � Q7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. fig`° I >f D > ® FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. d h/ r� L U c ° 2 d ° ° ° ° d +�+� O N ( �sss a s LI N o M °' 00 w N ° ,�� , ) 0 00 c ch O SITE KEY R=20.00' 2 hob R=2o.00' X o 0 1"=300' ti 2 O - 3 rn ° ° m LLJ v) ^ cn w o U) u 00 g I > ° a0 � o Q ro E w d ° N fu w H fu w ° w u ° z cn w N X INTERSECTION DETAIL W SCALE: 1 "=20' N o 0 o 0 N O cn Z 'D O O Z W p Z O U � I � 3 TO.9 w p - 7 - - - - - - - �S_ h0`o�- - - - - - - _ _ z p w O "' 20.00' COMMON - - - - w W I 1 '� o BLOCK 1 DRIVE BLOCK 1 N 5 2 P 11 U / .:. I SS �O co J I� sp• O p�• z �y 7 I 5 If ACHD VERTICAL SAND FILTER #1 6 O9 AS ��h 0� BLOCK 1 0 L \ O N o 0 w cn I .^ 1 I, Q OVA°�C12° 2 3 4 5 6 7 8 �S`SX I �pQ 1 2 I 12 13 14 15 16 17 18 19 20 21 22 23 24 Q a o O 1 25 26 27 28 w 1 0�'.. � 9 9 sr• p�. 2 9 � �: h o� 30 -04 V U M Qw o I ° > ' %�' �`�' a� a � 4' o0 3 �� a �� a �� tv o", P v v 0 rn o Y c, c> c, c, v v c, v c, I v o 2 O� Xoi' D� O'- o� O'- ^ QY -M - N pr h 9SS S �O 1 3 )x S�� 7 V �Q `�' Q N �� a 2 N N N 2 N N N "1 Oty G z Q I h co co O O h ^ h /� �i of O' of of ao rn + ^ ^� �% O X O ? S) 2� x) 0 N O O, N M 3 O � �i � of � of � M ^ O �. M h o, o� '� o� O O' O O'�- ^- N -N X - M• X- -,� X_ O• D I S 6 �r N h h oih hN co O d h N co O d W N h N . N h S ) �z - x- - x- - a N ^ h n� 1 S h h• h h h h h h h ^wry h ) RS �' �h' -h - h O 0 tx w I 2 4 ss °) �� N N N N N h h h h p N N N N \ 2 x o BLOCK 4 _ I 's)�°�c< N ti I ° 10+00 3 �oP 14 �x �s \ �G�� DESIGNED: C. GRAHAM 11+00 0 12+00 0 � of O - 8 8 - - -� -T -� �i - N Q a� BLOCK 1 10 `Ssr 14+00 0 ♦- 15+00 goo `o' M m 8 ,00 OS - I �- - - o m 16 L00 1 +00 DRAWN: L. HAASE 2 N BARAYA AVE N �- ti �O s CHECKED: C. GRAHAM c1i 2 ,p\ > ' ,� T �o Cox 5 �- iO W TOPEKA STREET OO � N ti 2 a w \ o ass ��s a� �tr U U So k /• O 2 2 R �, o 0 0 . - o o . -o - s—M M �� Et Cr,�� ° o�00 ��`'�x10�y0 1 5 I �. 4 "� SSR9 �� o �SS� G ?SS o .So APPROVED: C. GRAHAM 0 �e _ N a / k c,�- k v�— k S k �- — rn— - O. — — h -ry ^� `L� 1� I 9 8B �a to x~ ao O w �G _ ' tee- s o� o o ^� N h h ` s 8 x ) I� N X ry' O n C� in U t0 N h N h N h 11 D1 3 0 n + t0 ¢w + m h h h �• ,. Aj _ tg� I S9 y0• U a o N N N N �g5 Sx� U N `ti °'�Q O 1 Ss�l ' ti� 4 9� ti� ° d ��x�ti' PREPARED FOR' to v o 0� 5 6 16 2 ° J 7 �o� 8 X ) 9 I BLOCK 3 �6 `� G20 LLC CP o oY 1, ¢w 0 O / /" �� 1 O U N p'1 G I I a SS I ACHD SEEPAGE BED #2 0 3 10 °c S h�; .;�)S �c 1 GRADE W / �� / 1 2 3 4 5 6 7 8 `yx��p��1 �i 8 �ry°� y )? cn hl S �9 I 1 2 10� �G >- �° `�s t2 ti a o PO BOX 593 I ° I ��x��h 1 1 xs� o I $ I x�`�' �� I I EAGLE, ID 83616 Q // // ACHD SEEPAGE BED #2 Y I 17 I ti I . > I I > 1 I I ��,yhcOO. z o I z wy / c�Q / o/ BLOCK 2 0- t I 7 I , Q I 7 1 1 I I I 13 I 2�+ I I I I Q I BLOCK 2 I I 7 I w °° 18 I o Q � I I I I Y / / I I N °' I I Z I 14 1 N I U o I I o z 6 z ZD � LLJ � SEE SHEET C4.0 SEE LEFT SEE RIGHT SEE SHEET C4.4 SEE SHEET C4.3 J w V) 2565 2565 2570 2570 J ------- -------------------------------------------------- --------- - ----- O 0 ------------------- ------------------------------------------------------------- U ------ U ------------------- --------------------------- O O � M N LL ` (� + O z z 2560 � Lo 2560 2565 ^ li N 2565 O z w + Ki ¢ II -- � O J � Q F- J � O N N w ------------------------------------------------------------- -------------------- w N w a Oo r a II Ln L a EXISTING GROUND 5; 5: V) z ------------- -------------- -------------------- -- ----------------- H In a d _ 0Oo r! 6 rn w II Ncn \\ p °� - - ------------------ ¢- II / Z ---------- Lf) bi ER 2555 Q N FINISHED GRADE a 2555 2560 N > > - - - - - - - - - - 2560 O m CW zZ J a u ---------------------------------------------------- -------------- ----- -------------------- y --- ----- ------- +- ----- ------------------- a- �' --- ___--, - -1.00%- G------------------------------------------------------------ N w N W NLo g N - - ------- N _ _ o> w �'a a_ > > 1.50% ------------ ---- a J _ -- -------------------- ------------------- ---------------�- --------------------- �� Q � W a d ----------- ------------------ ------ Pr)u') rn cn w - - - - Ki of � z -------- ---- ------------------- - N---- > > 1 5 " --------- rntn _N----- N M CL 2550 _ +N it 1 2550 2555 0% w cn N II w co N II Ld O ---------------- 2555 -2.17% _-- II J i FINISHED GRADE w 0 n --- -- -- - ---------- -------------------- ---- C ------------------- ------- ------ ---------- i., ) ----- ------ ----------------------------------- ------------------------------ -------------------- ------------------- ----- ---------------------------- ------ ' O M _ J +O ------------------- ----- --------- ------------------------ ------ J O Lo EXISTING GROUND rn� M W - II N----- ------------ --- ------------ - ------------- ---------- +'.0 z Y a II 4" PI CROSSING 'n Lo t2 p W 2545 0°w 2545 2550 +`n II J 2550 Q -------- ------------------------------------------------------------- N�I d w 12° STORM ---------------------------------------- ------ ce ------- J----------------- ---------- ----- -- ---------------------- --------------- ------------- -------------------- - w DRAIN CROSSING w -------- ------------------------------------------------------------- ------- ----------- o_ ------------------------------------ ----- m j -------- ---------------------------------------------- ------------ ----- ------------ ------ ------------------ ------------------ ------ ------- ------ ------------------- ------------------ ------ 2540 2540 2545 2545 �� N a M O In O 6 O In In �-. t0 �-. t0 �-. M t0 I� t0 O n N n O n i0 n i0 n (V N M It to N O n N [O N N t0 N t0 O Lq n N 0 N Lo n O N n 00 N N n O t0 O t0 O 0f O N N N M tM N M tM -* ui ui t0 In n t0 n n t0 n Of t0 Of t0 0; 0; t7 0; N W) N W) W) V) V) V) Lo Lo Lo Lo � Lo Lo Lo � Lo Lo V) U) 0 0 V) U) 0 0 0 Lo Lo Lo Lo Lo Lo Lo Lo Lo 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 CSW PROJECT NO. 2101 8 DRAWING DATE 09/07/2023 10+00 10+50 11+00 11+50 12+00 12+50 13+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 w o N. BARAYA AVENUE PLAN AND PROFILE W. TOPEKA STREET PLAN AND PROFILE 0 STA. 10+00 TO 1 3+50 STA. 1 2+2 5 TO 1 8+00 C4m2 KEYNOTES 0 20 40 80 120 0�`�� E sFo w Q m = 1Q SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO C�i�xw`YV 1 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. HORIZONTAL SCALE: 1 = 40 16970 , 5-22-23 2� INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD VERTICAL SCALE: 1" = 5' �'Jq �O �. c� SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". TFOF0 .ZP O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. NNE Ln v ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710C. SIDEWALK TO BE 6" THICK J AT DRIVE APPROACH. '^ Y t�5 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. / Y 3: © NOT USED THIS SHEET. J E I O7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. ` D ° J FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. L� N 9 NOT USED THIS SHEET. �+� O L O SITE KEY iD C0 T ® I xo Q � 0 1"=300' INSTALL TYPE III BARRICADE WITH 'KICK PLATE" PER ACHD SD-1132B. TYPE II a 0 3 rn BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE m w (n U 00 RED/WHITE DIAGONAL DECALS. a ° �GS56 66' °d a 0 � 0 Ifn z Ld R=20.00' fu w o 0) L ° I a 2 u ro cn � z I I a ��. I w I I a l I I 3 / FUTURE DRIVE o 0 o I �sss/ �G o ° C14 I I I p 1.51% 6`L Lo m Ld I I II Q z I I I 2556 01 A6 a' 2 I _ o = ? R=20.00' o O o w c>� 9j O �o " ° a // I / z w o 1> > O 3 ~ O 1 ,'6 m O `Ory X oil � °I ' � ° O � � o_ �XO N + 2 `9xp `9x 2 ?px 2 �Ox 'poX 2 >L �4i�O �^wry. ° e Z I a s a Q z U w p ? —S Q — — — oo— — —SS o — — — s Sp ?s 2SS A� ass �S — O `� G / r / g I O> O7- 99 pO- - - 8 00° a —S� 0 - - - - —S) Q3 - - - ) R > ) / ° U co U 5 Q R=20.00' / I U) -J z �SS9s h`O o°° w a R=20.00' // I L' z N �� o�Y 18+00 0 3 -► 19+00 � -0ryh N / w 2 / I a 0' o _ — — — / \� �m M -► ui �— co w \ G� ry�h��0• J,�99l\ N 2 ° o / II i ° a Q\N ZIMMERMAN WAY _50.00.2 2 ri U-j2 �v1 LG 2554 43 �0k ` Q30 oO ' M i Oo /0 z � 0 � N z_I O I N L` oy , 0 00 O J9 oo 4 1.19%- cN e2.554. SS I w° > SS I N u .°' �,^� ��pRp�O �.LS 6x5 °� (`1G 22x 0 / 1.48q �� G h s 5 5 0 2 DESIGNED: C. GRAHAM Lo ti. .p BLOCK 2 ti1 6oa,000 G \ �► / / N ��g 5 5 \ 3 I o bxh ,�0 l l '6'9�R� 1 2 1 3 14 1 5 1 6 1 7 1 8 1 9 20 21 I �y5 •�x`'y �'(`1 \ � �� ,�o 5 $ \ \ ° / 5 `L \ DRAWN: L. HAASE . I 5 3 / o \ a. 2 , L 2s I . I BLOCK 3 I I ti \ / / a \9 \ 25545�, �^ R=20.00 ° O 4� Q / N1 ° o CHECKED: C. GRAHAM w w rn' v Zko3' LNG / 7 ` �-G 2 R=20.00' ° d ` , /, a 2 APPROVED: C. GRAHAM 4 SEEPAGE BED #4P (PRIVATE) I °ov 25 2 \ In 2554�2 \ 2g54.92 a R=20.00' 0 27 w 4 w ��`'� 4� �Q / / R=20.00' a N J GL LG \ I I I 1 s 22�60o R Nc : / / 2 ° 25545�, �sqN\ a PREPARED FOR' o I v, I PRIVATE ALLEY— — — — — 4�4 `� / BLOCK Iw I � - /255 / `G qRc � \ s � �\ d PO BOX593 z6 I I a Q i ACHD SEEPAGE BED #5 ��' o G20 LLC LLJ _ - 2 8g- N 5 / \ ad , N 0 4By,N ° EAGLE, ID 83616 QD- co \ \ 2554.86 �g L�\ Lo N I 0 z - / 4/ tee' \ �G ° 549k � J 25 I °° BLOCK 3 I .° I --- _ / \ a 25 0 �G N _ VAa ° d SEE SHEET C4.2 SEE SHEET C4.4 SEE SHEET C4.0 �\ 2 ��h`'� \ a U VG D � 2570 2570 R=20.00'a 25 \ ° Lu w ------ ---------- -------------------- ------------------------------------------------------------ ------ \a �n R=20.00' \ °\ z L.L O J o - � O � oC O 0 U 2565 N 2565 N ------ -------- --------- ------Q II ---- ------- ----------- O co INTERSECTION DETAIL z 0 (n w EXISTING GROUND + r-* w O z z -� -N � -o C > ----------------------- SCALE: 1 "=20' 0 Q LL- w ------ --------- ---------- -------- ----- ---------------------------------- ------------------------------------------- --- -_N w Q ------�- -------------------- -�1 `cn w ----------------------- z - - - - - - - - - - - - - — - - - - — — fn Q \ + r O � Z = 2560 — — — — — — a a c� c~i� w � N 2560 W -1.00�----------------------------------------- ---- ------------- ------------------- -> > ----------- ---- u N LO � ------ > > z Q a a c-0 a II - \--- PVI STA=22+25.47 -J z L u C z r-- -------------------- ------ N� -------- ----- ------------ ---- --------------- - -1.00� \ ----- PVI EL=25----- -> > ------ m C w 0) +`n a 0- c� W --------------------Ld �N 1.---------------------------------------------+� - - 81q,------------ ---------------- ------------------- al� 2555 - 1 w 14-N 2555 Q O cn II w a FINISHED GRADE ,p m \ 0po -------------------- - _ul - " J +Lo 2.00% rn NN N� \ �N LL 4 PI CROSSING II w N V N �4 � II � \ pry Lo z _ CC ~w ��— +� G a N N U N II i 2550 ICI w 2550 W W cn -------------------- -------------------- - W O (� 3: -------- w N�_ - C— 2545 2545 G J i0 I� i0 I� n In N 0 > a0 N N n n N I� N N ap n M N r O) O N O) li m m O M O O O 6 O 06 O 06 O n n (D t0 to N It U Lo Lo t0 O t0 Lo t0 Lo (0 U) t0 U) t0 U) t0 N t0 N to to to to LLJ Lo Lo Lo Lo Lo Lo V) U) V) 0 V) 0 V) U) W) N Lo N Lo Lo Lo Lo 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 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 N. ZIMMERMAN WAY PLAN AND PROFILE 0 STA. 1 6+75 TO 22+50 0 4C3 KEYNOTES o 20 40 80 120 .0< \GE S 0 w I Qo �A m ° 0 1Q SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 0 0 ° C�i�xw`Wl � PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. ° a HORIZONTAL SCALE: 1 = 40' 16970 5-22-23 2� INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD I VERTICAL SCALE: 1" = 5' SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". 20 �TFOF >' O3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. I /NNE M.GAP z Ln o ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710C. SIDEWALK TO BE 6" THICK R=20.00' 2 ? 2 J AT DRIVE APPROACH. ss �c Lu d° ° a e ° 2 a Y (3 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. ° /� I N d z 2 3 © NOT USED THIS SHEET. 2SS, ss s9 W E O7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. 9% ��`c J j ® FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 15+00 N O 00 M c 000 SITE KEY W SANTA FE STREET o� I X o 0 T1"=300' yh1' Q1 I O 3 co w � can \ ��' ti� �' O U) u o 0 d � Ld a_ d Z Vo0 z �. t 0) w R=20.00' cf) cn w X W r) r) ° I N N O O O d° 0 N O Lo 0) cn SEE SHEET C4.2 SEE RIGHT N INTERSECTION DETAIL o z : h. h h � cO3 ,~ II SCALE: 1 "=20' O o U co- 00* f 7 27 o � w � N 4 j" _ Q w 0 o V) — — —PRIVATE ALLEY— — — — — I ° I ° LLJ Q 4 z 26 II I I ba �II Fw- ryh �C>scoP>h.h^C,OVX^�—oN s�o�O. -_cVs t ocoP��o.Xp- —as�chP•�V.pO A BLOCK 2 II 1z I a III UOa VJI 01 00 Nz1z a p > Q0 s O O Z O7 � � . 7 7 SEE LEFT SEE SHEETC4.3 Zz � BLOCK 3 E � �25 SEEPAGE BED #4P (PRIVATE) o =0 Q7 I Q cn LLJ 9 8 7 6 5 4 3 2 3 w z 0F 15 Q " I= s D24 ^ SEEPAGE BE ' #4P (kO I w (z, -sV 2 ai o >"5 � O 0d 11Y ?D, co n N w-h• X= N= o N:�- , 6 z 19 x23 �_ h h ^ N 04 Lo N N I 1 BLOCK 3 v v�i DESIGNED: C. GRAHAM 0 G Q w S O sr �0+00 11+00 0 3 --► 12+00 o m 5 2 / 0`'�0 Qs — ��11 v 0 0 Y 20 DRAWN: L. HAASE �- _� - — i g ss . 1 7 -' , 2 cn 22 I O -► ti `� x �' Sx ri 3 - o I CHECKED: C. GRAHAM Li - 8 ^ m s / x o 8 h� �� o 4 0 0 � N FRITTS AVE '� --► N Q c� 9� '` g`'�' �`' �ti� N^) ?s >, O h°c w 2 I Z �s �x / do \ ��• x- - -ss s- - - - o y s A °'s cr °'cs is r'� a� d �Ss>9 �o,,�ro•^�xo S Ssr I APPROVED: C. GRAHAM ' a 2 rn `sc, > �C, F / �• SO� 1.3 21 I ', a N "' o k O k a' k > ss \ \ \ i i ��x �1. 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FRITTS AVENUE PLAN AND PROFILE W. SANTA FE STREET PLAN AND PROFILE DRAWING DATE 09/07/2023 STA. 10+00 TO 1 3+50 STA. 12+00 TO 1 5+50 0 c4m4 m NOTES KEYNOTES 0 20 40 80 120 0��\�E S a� 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. „ `W1 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1 = 40' 16970 O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. VERTICAL SCALE: 1" = 5' �5-22-23 0 v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER 00 �TFOF0P� Q� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD Ln DRAWING SW3. 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Lu 0 ^ S SSMH A-3 f l 9 M 1 O w000 woo o wool> wo o woo woo a, woo wo- SSMH A-7 DESIGNED: C. GRAHAM g / c>Loo _ U�no,n Uoorn U�no,,> Uoo^ c>oo� c>oo � c>�noo 1 9 142' Z S Ld�tI wO1 �� WN4 � wLO 4 ;f W^ 4 � WO � � WM `t4 wc04c6 En g BLOCK 3 �s 1 DRAWN: L. HAASE xN xN NxN NxN NxN MxN MxN U)n 11 N 2 Z m I / �� II �� a �� a ^ � a �� u x o 2 BLOCK 2 �( Z 3az� 3¢ z � 3azz wazz Wazz WQzz W¢zz wQz 1 o � o0 2 Z 8 10 N N w J N J N J �N J N N J Ld N J N N J D DF-1 IF— 1 2 + CHECKED: C. GRAHAM j0 < 2 8 < o, APPROVED: C. GRAHAM �y g� y r� 1 �r Z N > 2 n m D o u) D 2 ao I ram, 2 O �C�/ a� 0 1 2 3 4 5 6 7 8 + v < 3 7 11 0 D 13 n l ao U BLOCK 2 2 m ro 7 m �° 0 I PREPARED FOR: y t 6 z \Z� H — 1 .1 \11 Z N G20 LLC m �y i/ / / e _ _ 9+ I�I 14 I I a_ PO BOX 593 w EAGLE, ID 83616 z 2565 2565 2570 2570 z < ------ ------- ---------------------------------------------------------- -------- -------------------- --------------------------- ----------------------------- ------- ^ ------------------------------------- ------------------------------- ---------- -------- -------------------- -------------------------------------------------- ^ _ Z ^ ^ _ N W^ � v Jv c0 "i� ----------------------------------------- ------------------------------ ---------- -------- -------------------- -------------------------------------------. I�O O) In J c0 � I� co O Ln 9 --------- ---------------------------------------------- Y00 2560 ^ c°- LO � 't o,o N N 1 2560 2565 17. 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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 C0.1. �� 16970 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1 = 40' 0POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: 1" = 5' ��5-22-230 v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER 00 gTFOF`�P� Q� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD Ln DRAWING SW3. U J J 'n (n u Y O w �w � o V) J D U p1 O N L1 N mm � 00 M M O SITE KEY iO o Q) zo T 1„=300' m00 cwn u ccn O o d m ! w w ra Z 0) W U IV , w X w N N O O 0 PRIVATE ALLEY - - - - - -11- - - - z o I � w N U- _ rn v BLOCK 3 00 z Ld m o 9 8 7 6 5 4 3 2 1 BLOCK 1 p z SCCO A-1 z w w 000 16 NOO��OOw Nu N N O N o0 N Ocp N ON (n0p� NO N W_ D' > > > 15 w a $ a . 1 I Woo moo moo moo moo moo moo Boa Woo I I 11 12 13 14 w� o- w,n0- win wo wo 10 �M � �iA � �00� �0 �� CCM�� u ' � �O � c N � g p > w O _ w+ ll ,nw+ I1 ,n w+ I1 ,n w+ ll ,nw+ I1 ,n W+ II ,n W+ II ,oIAW+ IIo W+ IIo zLu 8"W 2 3 m: x,n 3 x �n 3�x,n 3^x�n 3�x�n 3�x�n 3Nx,n 3Nx� U U U U O w � � 8„W o 0 0 Ln L w w w w s»W W�HNW�HN w�HN W_ HN W�HN W7HN W��N W��N w�HN II �� cnllc9llcnllc� II cnllc� II cnllc� II cnllc9ll tnIIC9II cnllc� II cnllc� II cnllc� II �coi. ��;., ��;., �oih a Q z _ �w �w � w �w � w x �w = �w = �w > �w > wrnow- warn vwi`t0,o NMa'i� cn SSMH A-7 �19+00 — — -N ZIMMERMAN WAY s}(nJ—�(nJ— �tnJ — �cnJ— sF(n _j �ttnJ— �tnJ— �tnJ_ �cnJ— NONM IN 00 � ao � Oopa, v ao w — — — <8°'SS 20+00 ii — 22+00 z` z azz azz azz azz Qzz z z cn cn z <8"SS <8"SS w+ ll � • SSMH A-8 a w� wo II Wo n Wo n z p 1 5 1 2 2 2 2 2 2 2 2 2 2 I w �N w C1,14 wp g N z SSMH -6 I 1 a , I cnQW � �nQZ� vwiQ-> NQZ E \ z o = 1 �(nJz �fnJz �fnJz �fnJz � 2 2 2 2 2 I \ $ U Q � I M Q Z 8„W 8„W 2o• w ~ w-0a0 �JOooio 1iJ°0o� �J°0oio 1iJ°0o� WODoi� 1iJ°0o�t W00oi� WO000 \ 2 10+00 — — 11+00 —N FRITTSAVE — � U�nO"1 U,nO� c>�ON c>,nOrn U�O� U,no,n U�nON U,nOO c>�O� <8"SS 12+00 SSMH B-1 o Q� SSMH P-2 SSMH 0 >cnM `t w - - - >aOM � >co of'0 M >oMM >aOMM >OMM >NMN � <8"SS I O 2 W+ MiA W� ) LO WMM � WOMB W� M � W� MiA WMM � �'tpMiA C`00 ,� � p0 \ (n II �Irlcn+ II w 11 Lo tn+ Il cn+ II cn+ II + ,nlrw+ ,nlTw+ �n o Z �:E O)x Lo O)x N O)x N� O x N� O x N �O=04 cl,I N O II N \ SSMH A-5 Cc 11+00 10 42• A 1rI Jr J \ I 142• SSMH_ A-4 p O uj II H 11 uj 0 11 �� II �� II �� II �NH II �NH II �NF II �N� II Igo• C�j� `q6. �� + w c� >3: LdIITw 11 ZZ W 11 c� > W 11 c� > W II c9 > w 11 c� > w 11 c9 > W 11 c� >ITW 11 c� > \ z O I U I NNJZI(n�JZ�LLI N�JZ N�JZ�NNJZI NNJZ Nfn JZ��(n JZI N(n JZ • a 1 1 l J, 1 AI I BLOCK 2 \ 2 ` �' I w w OLL_ > 2 2 2 ` N w 2 Z$ wa o \\ \ 9 O N o s DESIGNED: C. GRAHAM WO' w0' w0' - WO' Wo' wo' WO' 8LO Q 12 13 14 15 16 17 18 19 20 21 cn o0) Oct o � oin oiv oao o� Urn w orn om oco voo,n N� ` o SSMH A-3 1 � a � . UOOM UOON U00 � U� UO UO O `r 2 ao W+M� w+ M � w�M� w�M� wTM � w�r� cn w^ M � w+ �O oZ DRAWN: L. HAASE O d w V OCsFM,n �^ OCO AMMO �OMO �OMO �.� Mo �� Mcn NQ (n 2 ~ 18 II �> N II � > �+ II N+ II c N± II � N+ II 04 + � �N II 04 _� W � � ` azz CCazz_ C✓aZZ waZZ caJazz Ld u Ld u HZZ �� ` w o N w O N W II c�> it > it > ~N a N W II > ` \ 2 2 CHECKED: C. GRAHAM PRIVATE ALLEY - - - - - -11- - - - I ~ a A. Q �J- �~J N�- NUJ NUJ N�J 3�J w - w v� cn wcn w W- w W - w~w wow cnJ 8 cn w Q a APPROVED: C. GRAHAM z v Q ___ O\ 2 O O 2 00 z - � � 10 11 12 13 14 1 5 16 1 7 \`\` 00 � 2 9 8 7 3 2 1 ___- --_ �Q `�`, 7 V-� PREPARED FOR: 6 5 4 o d 3 --- 0 o __ _ BLOCK 2 z m co G20 LLC 2 BLOCK 3 ao l �� z ao I 9 z w I _ / I PO BOX 593 EAGLE, ID 83616 z z Q 2570 3 2570 2570 2570 2565 2565 O z --------- - ----------- ----- J N v ^ iN 3 N J .� N -------------- ------------ -------------------- -------------------- ----- ----------- --------------------------- --------- w -- ----- ----- ----- - -------- -- - ----------- ---- ^ v N 00 v .w.i— I� Lu cn °' m ^ 9 r rn � CD I� 29 & L011� ^ - rZD — O ----- 00 00 � N -------------- ----------- -------------------- -------------------- ----------- ------------------------ ^ --------- E ^^^ - ------------------------------------------------------------ --- ---------------- --------- --- �(0 N ----- ---- In M M o_ ,n II z 13 w cn z - `t i� N I I 00 o N 00 't 't m L.L 2565 r c4 � N rn 10 2565 2565 0 o i) o z 2565 2560 N N °° II o N oo io N N c i 2560 H w " o .. 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I O4z p NIt II oo II II ~ + ,n — Cn co r g 't 3 + in — 4z It 0 ------------------------------------------------------------- _� --- Q ao � -------------- ------------ -------------------- -------------------- ----- ----------- ------------------------- � l�------- - � � to � ---- ----- �• 00 - �� I + � - � p (� It 't It N > > EXISTING GROUND r ,� e Lo 00't o Ln LO Ln N LO co x it N z z CL `n j j a +_ -------------------- --------------------------------------------------- > N� II ? ? -------------- ------------ -------- ----------- -------------------- -------------------- - -- ao N ^ N II = ao � N N ,n o" II II II � - ---- -- � cn� II : FINISHED N �¢ g �00_ to 0ON- II o � - co m �Qg = II II ? ? x II zz z NN � 00 pp tp � II r II F OrZZZ ---- --- (n(nOf 00 �H -- a — — _— — aoN �� coz I ,n - - - o 't�� N ci R E <n<n � ao ao -- r : --- —— — — I N � Z o _a N � o a o_ N > EXISTING GROUND � ^ II - - a _ Q GAD vNi v~i 00 00 U O _ _ > j > z O -- - - -- - - - -- - — -- --- — NCq j NN > > x II II ZZZ Z IST I + Lz O 2560 — — — —— x II c j z z 0 Q II z_ z_ 2560 2560 m< __- = m 04 ,`i j 2560 2555 2555 z Q ------ ------ cUn� �- U� �= = cncn of ao ao ao x II z z ------ -------------------- - - (n(n Fr 00 00 Q II - - Ld �" z Q z ------- -------------------------------------------------- ----------------- -- -------------------- ----------------------------- — — — — — — — — — — — — — _ ---------------- ------ can c~n o' ao ------ �- `__-- ------ - <- ---- ----------- O J O — — — — — — — — — — — — Q ------- - --------------------------------------------------- -------------------- -------------------- -------------------- ------- --------------------- ------------------- — -- ---------------- CL J ------ -------------------------------------------------- ----------------- --- -------------- ------------------- --------------------7 ---- ------- ---------------------- -- w FINISHED GRADE = 2555 2555 2555 2555 2550 2550 ------------------------------------------------------------ ------------------- -------- --- ------------------- ---- ---------- ----------- ------------------------ ----------------------------------- ---------------- - - -------- ----- --EXISTING GROUND--------- -- O Q LJJ - - --------------------------------------------------- -------------------- - --------- - ---------------- ----------- ---------- ----------------------- ------------------------------------- ---------------- - z " FINISHED GRADE - --------- --- ----------- --------- - -- ----- w ------ -------------------------------------------------- ------------------- --- ------ 4 PRESS U R E ---- ---------- ------------------------------------------------------------ ---------------- - - --------- ---- -------- --------- - -- ---------- LLJ IRRIGATION CROSSING D -- 8» WATER MAIN ------ -------- --------- - -- ---------- m � ------------------------------------------------------------- -------------------- - CROSSING O z2550 2550 2550 2550 2545 2545 - ------ -------------------------------------------------- ------------------- ---- ------------------- -------- --------- ------- ------------ --------------------------- --------------------------- ---------------- - --------- --- ----- -- ----- ----------- ce a + 4 _ - � L-350' S-0.42% D-8 SDR 35------------------- -------- ---------------- ----------- _ _ — - -- ------------------- ----- _ 6' 'L 7 - ------------------- -- L-239' S-0.62% D=8' SDR ------- D=8"SSDR6 35 ,S W � L=41' D=8 SDR 35 � V,J z 2545 S=0.42% 2545 2545 2545 2540 2540 z _ Y ------------------------------------------------------------ ------------------- --------------------D=8" SDR 35 --- ------------ I..0 J 0 ------------------------------------------------------------ ------------------- - ------------ V W ------------------------------------------------ ------- ------- ------- ---- ---- --- ---- --------- - 2540 2540 2540 2540 2535 12535 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 10+00 10+50 11+00 11+50 12+00 12+50 11+00 10+50 10+00 W V) r7 N SEWER LINE 'A' PLAN AND PROFILE (CONT.) SEWER LINE W PLAN AND PROFILE SEWER LINE 'P' PLAN AND PROFILE CSW PROJECT NO. 21018 STA. 1 8+50 TO 23+00 STA. 10+00 TO 1 2+50 STA. 10+00 TO 1 1 +25 DRAWING DATE 09/07/2023 O 0 c5ml Ld co m I D �p� GENSFO lk sa_ Lis 16970 5-22-23 t39LF 8" PVC 1 / "" O �TF OF�0 Q� ` 12 E M.GAP cn —� - - - - - — EP h 7/ w 12"GIRR>p / t41 LF 8" PVC 12"GIRR> cn /�m 2 m / �� %` 2 t34LF 8" PVC J / / gym / 11 / � d _w �� o/� / ,/ 10 ' >� km/ Q / D ��+�+�n c' 'L o-o LL. o m/ Im Yv x � � � O o m ~ 1 1 t49LF 8" PVC , Om LLi In t26LF 8" PVC r O - u 0 I� w I I t87LF 8" PVC / a m E a_ t35LF 8" PVC / I / fu Lli z I / 0, �I I u t9LF 6" PVC 7 �� 7 / 7 / I t27LF 8" PVC � o v bi m I \to I E PNPSE / 1 x Az I w o 0 / 1 , _ H \ C,4 TB / / = 0 N O Y L0 0) Ld CD z /rbo / 00 / / / ~ I t9LF 6" PVC / Q w Z z � w w w py / / U) -1 U L U) J 00 0 30 60 120 180 0 z C) o "� U SCALE: 1" = 60' ±8LF 8" PVC a z J p I t14LF 8" PVC 2 t33LF 8" PVC t18LF 8" PVC F Z 5 t9LF 6" PVC d d p p p 8 t9LF 6" PVC 13 10 12 5 m " t24LF 8" PVC Q 7 / , WATER NOTES ° O t56LF 8" PVC � - - - - - - - 7 t46LF 8" PVC / w I N ZIMMERMAN WAY I 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE MERIDIAN o - - - - - - -t231LF 8" PVC - - t76LF 8" PVC / SUPPLEMENTAL SPECIFICATION SECTION 400. 8 i <8"SS <8"ss - - - DESIGNED: C. GRAHAM 0 30 1 1 6 1 0 1 1 12 �`9 �° 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. 4 12 9Cr8� - -Ec- - - -Ec- - - - Ec— - - -Ec- - DRAWN: L. HAASE � I 13 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. CHECKED: C. GRAHAM 13 13 13 pVC a - - - -F — —Ec 10 - - — Lij / 29 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS COVER OVER WATER APPROVED: C. GRAHAM 3 •• 12 13 14 15 16 17 18 19 20 21 8 / 8 MAIN SHALL BE 4 FEET. Z U O U I BLOCK 1 28 4 a t19LF 8" PVC �m 0 I m / PREPARED FOR' � BLOCK 3 o I � / / KEYNOTES G20 LLC 2 7 00 m / a_ 13 Ci a 18 ` �� km PO BOX 593 � a -------PRIVATE ALLEY-- ��-�� a 10 REMOVE EXISTING 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. BLOW-OFF CAN 26 / a BE REUSED ON SITE. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. EAGLE, ID 83616 z I 4 w BLOCK 2 . �m m z v BLOCK 3 a INSTALL 8" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE WATER O 00 MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. _ J 25 13 +I t9LF 6" PVC t9LF 6" PVC -1 10 I / �m km O3 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND U 5 4 3 2 1 5 / Y 9 8 7 6 24 3 5 4 4 4 4 SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. 4 13 13 13 13 13 _ / I 8 a �m km ® INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. w 23 1 t18LF 8" = 58x6 TEE (MJxFLG) z J 1 3 N FRITTS AVE t223LF 8" PVC t35LF 8" PVC �� m �m 6" GATE VALVE (FLGxMJ) O v I 22 4 I 11 <8"Ss 14 / 6" WATER MAIN (LENGTH PER PLAN) w o / / FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. U O I O � � Q z (� 11.25' ELBOW (MJxMJ) LL 21 t20LF 8" PVC 0 z z a 13 13 13 13 � 4 4 4 v 8 / a_ ///.� 022.5' ELBOW (MJxMJ) � Q O Q 20 4 1 t41LF 8" PVC 12 13 14 15 16 17 / �m t63LF 8" PVC O i z z i I 1 8 / ® 45' ELBOW (MJxMJ) V) Q > / J _ 19 o I m 15 O NOT USED >Lu >_ z 1 3 ao BLOCK 2 `.14 � / m 9 O�/ C) w q / / Al j r FF 1 Q 8x8 TEE (FLGxFLG) I..L 18 m a co qT 2 m G uj z 4 1 yFR .m W g I I I 6 ° ^" RFFpq 11 8" GATE VALVE (FLGxMJ) D > 13 I 1 VF � 17 14 t6LF 8" PVC t9LF 6" PVC 12 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 0 Z 8 o t 11 LF 6" PVC 6 5 4 3 t 16LF 8" PVC--) cn 13 5 4 4 4 4 5 /�� 1 3 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. O C = 16 4 12 13 13 13 13 13 12 I G ~ i ±31 LF 8" PVC 14 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" VERTICAL z J 15 / � CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. SEE WATER NOTE #2 i W _j t56LF 8" PVC SHEET C0.1. t15LF 8" PVC z � BLOCK 1 - - -±241LF 8" PVC_N BARAYA AVE /- 1 5 I_I"J 8"ss> LOWER WATER MAIN BELOW GRAVITY IRRIGATION PIPE. SLEEVE WATER MAIN IN STEEL CASING FOR 10 0 0 14 8"Ss> �� FEET EITHER SIDE OF GRAVITY IRRIGATION CROSSING PER MERIDIAN SD-SW1 AND SD-SW2. I8 - - I � °° BLOCK 4 16 INSTALL 8" BLIND FLANGE FOR FUTURE WATER MAIN EXTENSION. � 13 ao C J 4 8 13 1 3 1 3 1 3 I m� G 10 4 4 4 I N 4 INSTALL 2" WATER SERVICE LINE AND METER SETTER PER CITY OF MERIDIAN SD-W4 FOR BACKUP 9 1 / PRESSURE IRRIGATION SERVICE. SET METER ELEVATION ACCORDING TO CITY OF MERIDIAN SD-W6. AN 0 12 1, 8 7 6 5 4 3 2 a 1 APPROVED REDUCED PRESSURE BACKFLOW DEVICE IS REQUIRED. Lu L o I Q 0 I I a 1 1 BLOCK 1 I ° Se CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 tY —� T P TO G — cn 0 /O O E S m O - - - - — "` 16970 a_ — — — — 5-22-23 BLOCK 1 OOFOF\OP�O Q� BLOCK 1 ��NNE L 0 20 40 80 120 O 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2g I N J rr# J 29 Y 30 SCALE: 1" = 40' I JI,I I E M D 61 �� I IRRIGATION NOTES L 0 o s 8"SS> s 8"W \ EX. GIRR MH N n o 10 / 8 W \ 1. IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH c0 �? W TOPEKA STREET- — — THE ISPWC SECTION 900 AND THE REQUIREMENTS OF NAMPA-MERIDIAN p c z I s <8"SS s \ REMOVE EXISTING IRRIGATION X v <8"SS s IRRIGATION DISTRICT (NMID). O Ld cn o /a a \\ STRUTOUEXIST ND CONNECT ( ) O o �° ° ° IRRIGATION PIPE 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER a O @j 0 9 s / M I LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST ro E " _ � - - - ' ° w / — — , I — — — — — — — — — — �. \ GIRR MH #2-1 BLOCKING IN ACCORDANCE WITH ISPWC REQUIREMENTS AND PER ISPWCfu s \ SD-403. ENGINEER OF RECORD OR THEIR REPRESENTATIVE SHALL fu LLJ 9 I ' II 10+00 INSPECT ALL THRUST BLOCKS PRIOR TO BACKFILLING. °' 8 8 10 I I I 12 I a I �O 3. THE PRIVATE TWO-WIRE PRESSURE IRRIGATION SYSTEM WILL TIE INTO , I I I THE PRESSURE IRRIGATION MAINLINES EXTENDED THROUGH THIS SITE. 8 BLOCK 3 ALL PI MAINLINES, THE PRIVATE TWO-WIRE IRRIGATION SYSTEM, AND ALL o U I ° AA I I . I COMMON LOT LANDSCAPING WILL BE OWNED BY THE NEWKIRK x 01 I I 7 11 cn < 13 I I I COMMUNITY ASSOCIATION (HOA). w 7 w BLOCK 2 N I > 7 m A I I 4. THE PRESSURE IRRIGATION PUMP STATION SERVING THIS SUBDIVISION IS p a I > I N N a° I OWNED AND MAINTAINED BY NAMPA MERIDIAN IRRIGATION DISTRICT o o Lu I 14 N ° I REMOVE EXISTING (NMID). < N r__ 6 6 12 m I ° I GATED IRRIGATION PIPE I ° 0 I z I I z a I 6 I I I 5. IRRIGATION WATER IS PROVIDED TO THE SITE BY NAMPA MERIDIAN cn IRRIGATION DISTRICT WITH A BACKUP CONNECTION TO THE CITY OF o 0) a D I I 15 I a z I I GIRR LINE 'B' MERIDIAN DOMESTIC WATER SYSTEM. o SEE SHEET C7.1 00 _ O 5 > 5 13 5 I N I I + 6. ALL GRAVITY IRRIGATION MANHOLES SHALL BE INSTALLED PER ISPWC O I a D I I < I I I • m I SD-611 WITH NO SUMP. g ~ < I I I I 16 I I 7. GRAVITY IRRIGATION CROSSING ACHD RIGHT-OF-WAY WILL REQUIRE a L m w 10� 4 14 I I I 4 I > I �`? HYDROSTATIC TESTING AT THE TIME OF ROADWAY CONSTRUCTION. z ° w 4 z MEASURES SHOULD BE TAKEN TO PROTECT THE PIPE DURING o � � a_ ~ I1-1 I a I CONSTRUCTION OF THE ROADWAY. a Q z ° I M 17 I I I �/ � c~n a- cI o_ BLOCK 1 I I A 3 I I w a o co ° z o (1) 3 I 3 15 vi I I ° I CD z N z I I 18 I I p I-, w v cn 2 I KEYNOTES Q z vv I w qo 2 I ° 2 16 19 I \ J o cn I \ I 10 INSTALL 2" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. z 4 f80LF 4" PVC 2 5 B.O. o 1 I I ; I N O2 22.5' ELBOW (MJxMJ) o ` I BLOCK 3 I z �- t23LF 4" PVC 4"PI I I ° II 5 ° 1 17 s 20 \ \ O3 45' ELBOW (MJxMJ) > o �z �_ L I z 5 3 � \ \ I I \ Lu GIRR MH # -2 O z3. �_ - 1J o`' I \ \ — — — — — a— — — — I \\ 2 4 90' ELBOW (MJxMJ) " so I \ 4"PI 4"PI M • ° I \ � \ O DESIGNED: C. GRAHAM o t 160LF 4" PVC O 1 � I I �L 8�� O GATE VALVE (FLGxMJ) v y _ °' s �L 4 DRAWN: L. HAASE - 8 W w v~~ _ O PRESSURE IRRIGATION MAIN AND MARK TO SURFACE FOR FUTURE � :;:<.:.•a..�.:-:.:.::::.�:_:::::_.... _ t67LF 4" PVC SLEEVED � — � ;:.:::-�=- �. I t62LF 4" PVC SLEEVED ° � — — EXTENSION v THROUGH C900 PVC THROUGH C900 PVC � � � ' / / w \ M/ / APPROVED C. GRAHAM CHECKED: C. GRAHAM \° W SANTA FE STREET n I \ O • S SS z 2 8 <8"SS s \ / t8LF 4 PVC O \ ' R \\ can` I I \\ a �l� 7 HOT TAP EXISTING XX" PRESSURE IRRIGATION MAIN NAMPA MERIDIAN O �� \ N I \ ° IRRIGATION DISTRICT PERSONNEL TO BE PRESENT DURING HOT TAP. Zs�� \ - - - - - - - - - - - - - - - - - - - - PR R f74LF 4" PVC a > - J — a r� °M a a a 4 PI f 193LF 4" PVC 4 PI = \� ® LOWER 4" PRESSURE IRRIGATION MAIN AND SLEEVE THROUGH EXISTING O 4 .. G20 LL -- �Pr - 12 STEEL SLEEVE (FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIO � — — — — ( ) 0o m F N w — _ _ \ \\ 3 5 I a I 5 \ M \ PO BOX 593 � 4"PI " 4 5 BLOCK 4 GIRR MH #1-4 \ \ d\\\ e I BLOCK 6 \\ EAGLE, ID 83616 z t20LF 4" PVC 1 I / \\ \ t57LF 4" PVC SLEEVED I \ \ Z Q 2 \ a \\ BLOCK 2 THROUGH C900 PVC I \ O ® I ur f73LF 4" PVC ; t46LF 4" PVC 1x0 U) E30 6 / / -116' Te/°° �� \ \ \ N \\\ 18 / B.O. 1 GIRR MH #2-3 I U _ _ S ZD O k—TO — — T / TB <V �o �RC \ / LL 3: 7 x�x 's) �0) TB O \ C.O. Ld EXISTING NMID V) PUMP STATION � j T@ � \ \ J OP�� GIRR MH #1-3 �' /7 \\\ / Z v CONNECT TO EXISTING ,QJ�� \T6 B.O� 3x00 Te \\ \ // \ REMOVE EXISTING O \ / GATED IRRIGATION PIPE o O L.L_ PRESSURE IRRIGATION MAIN oo U O moo• REMOVE f38LF Te �2A.. \ ° oZ (/1 O� EXISTING 16" CMP C7R,Q \ \ // Q' / L I GIRR MH #1-2 \ Te \ // i / / \ N Z Z DAYLIGHT 24" IRRIGATION I T \ / ® O Z O TO EXISTING DITCH 6 �� \\ ° \ / O J J � I I Tg \ 72Xoo Te\\\ a \ \ I // \� \ \ ; 11 0- = I \ REMOVE EXISTING w IRRIGATION STRUCTURE > >_ z Z e aM p p Lu O w � LaJ GIRR LINE 'A' \ \� � °° \ \ > Q \ u SEE SHEET C7.177'`0 \ \ A Q � u — z �` \ BLOCK 5 o o QJ��&j \T RR T�� I \ \ Lo Z J I I p e `� GIRR MH #1-1 \ QJ�SF, �\ e pocn x w I\\ \ \ �� Lu �G�Te �� I\ � \\ DAYLIGHT 12" IRRIGATION mm \ TO EXISTING DITCH. N \ INSTALL 12" MIN. 0 RIP SITE KEY J 0 \° RAP OUTFALL PROTECTION > CONNECT TO EXISTING 24" \ \ 2'Dx5'Wx10'L 1"=300' 0 CONCRETE IRRIGATION PIPE \ Lu r7 \ I o I \ ° N I \ I CSW PROJECT NO. 21018 = I I I m \ ° � DRAWING DATE 09/07/2023 I 0 CTO m E SF� 0 0 20 40 80 120 0 IV7 0 5-22-23 Z O v 2560 .. Z 3 .. 2560 HORIZONTAL SCALE: 1" = 40' 00 �TF OF ,� Lo N L7 vaNO cwvn o -- -------------------- ------------------- ---- co °' VERTICAL SCALE: 1" = 5' �iNNE M.G�P------------------------------------------- S 9 N 00 of 00 i -OO N ----------------------------- ° a 00 --- ' pe) 11 N NN ------------------------------ -- M ,` N -------------------- -------- - 00 II J qt� N II V)in N II Nco in N - MZ O J I °?i_o II ~ 1 rn o II ~ CD N ------------------ ------------------- ---------- + - Fn o O N o 1 II 2555 N 2555 —�NoZ O — � oZ �o °' z o �� c`-vz z ------------------------------ -- g� u> > > �r � > > =iu4j > > U N Z Z N Z Z Z Z H — d ----------------------------- a II f Q I� - - j, N - - FINISHED GRADE c0 to N N ------- -------------------- -------------------- ---------- W 0V) W04 N 0(n WN N —� — � _ Ca(n Ft N N p cn > 2550 2550 ^o ----I----- �� ------ - ------- --------------------------------------------- -------------------- -------------------- -------------- - -------t--------------- C]N � o � C m W C M O k - - ------ ----- ---------- - --------------------------------------------------------------- -------------------- -------------------- -------------- - ------ z FEATHER _ a) O r---------1 REED AVE O �------------------------------------------------------------- -------------------- -------------------- -------------- - -----�----------------- rn EXISTING GROUND co w .. ---- ------ --------------------------- -- ------------------- ------------------- -------------- - ----- ---------------- :2 2545 2545 m ------------------- --------------- ------------------- 1-1 ________________�______ __ �___�______________ ____ \ ____ �_ _______ _ �_________________ ____\_______ / ___ ___________�J____ _ -------------- ------ - \-i------- --- -------------------- ±295 LF 24" CLASS III RCP ® 0.59% --- - - ------ L ------------- ------ - 7 -- ---- ---- ---------- ----- ------------------------- ---------- ------------ V) Lj 2540 2540 ±65 LF 24" PVC C905 ® 0.59% f 11 LF 24" CLASS III RCP ® 2.05% a_ ------------- ------- -- ------------------- " - T-±52 LF 24 CLASS II--------------- ------- Li x ---RCP ® 0.59% -- ---------------------- -- ------------------- - ------------------------------------------ ~ CONNECT TO EXISTING 24" CONCRETE - N N 0 f62 LF 24" CLASS III RCP ® 0.59% IRRIGATION PIPE. IF NECESSARY, ui o 0 2535 REMOVE EXISTING PIPE TO NEAREST 2535 Q N N DAYLIGHT PIPE TO EXISTING DITCH GASKET AND MAKE COMPATIBLE N o ELEV=2539.14' (FIELD VERIFY) �8" WATER MAIN CROSSING (LOWERED CONNECTION TO NEW 24" RCP. 0 rn cn -------------- - ---- EX. 24" INV-2542.18' FIELD VERIFY ---------------------- TO PROVIDE 3' CLEARANCE AND - U w ----------------- ----- ---- --------- ------------------- ----- SLEEVED IN STEEL CASING PER ----- ------ PRIOR TO CONSTRUCTION) -- o z --------- MERIDIAN SD-SW1 AND SD-SW2) --- ---------------------- O a_ U 2530 2530 1 co 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 z w w Q w o [if o GIRR LINE 'A' (PURDAM SPUR DRAIN) PLAN AND PROFILE BACKFILL WITH Z w NATIVE MATERIAL a g j STA. 10+00 TO 1 5+00 COMPACT TO 95% u J w Q O o (n 0 z CN4 z E -' O = \ \ \ \ \ a z O \\ \\ \\ \\ \\ \ LLLI L- z O 2575 w 04 2575 / / / / / w o ,aLo ------- N ------------- ------------------ ----- ----------------- ----------------- ----------------- ---------------- - 00 Lo - - - - - - - -- - o � DESIGNED: C. GRAHAM N (n 2" ROUND DRAIN ROCK \/ / / II r. v O , � o N j ^v � v� DRAWN: L. HAASE W Nocaz 0 ----- ^ �i� 00 ----------------- - cn _ o O�C� O�O / CHECKED: C. GRAHAM w 2570 n O N > > '� to o N 2570 APPROVED: C. GRAHAM __ II j z EXISTING GROUND ul M M N „ \ ,nLo N I �� II � - -H —N N N� N II NCV � Z O j z I I-- 0 nZE — --- -------- I ri ----- M O \ O � I N o r� z o _ + cMo - NATIVE MATERIAL M N — sAN -- 2 M � > > / PREPARED __ _ _ _ _ __ �� > > II „ - o O O O U _ + co MARCO WAY N z z \/ / FOR: ----------------- ------------------- \\ � � � � II N Z Z �Q �: s o n - _ G20 LLC � 2565 N 04 ~ - N N 2565 c0(n � N a_ o N - J FINISHED GRADE Ld -------±5 LF�12" PVC ® 0.20% -- -- -------------------- -------------------- ---------------------------- --- --- ------- \ ---- ------ ------------- ------ - \/ O /u, / PO BOX 593 ----- ----- -------------------- ---------------------------------------- \ „ EAGLE, ID 83616 -------------- ----- --------------- - ------------------------------- -- _ / 24" CLASS / z 12 12 zt226 LF 12" \ -- --------- -------------------- --------------------------------------- III RCP a { � PVC ® � / 759; \ \ O O ---------------- ---------- --- ------ ------- /\ -------------- - ----------------------- - J 2560 t102 2560 LF 12„ C9 � O O --------------------------------------- -------------------- -------------------- ------------------------- ----------------- ---PVC 00 ® ----- --------------- -- -� -------- ---- ----------------------------------------- V) / U 75� \ \ \ O O O ZD � f1 \ \� ---------------------------------------- -------------------- -------------------- ----------------------------------------------- ---------------------------------- w --------------------------------------- ------ ----- �g LF v 12" - -------- NOTE: DO NOT INSTALL GASKETS IN 8" WATER MAIN CROSSING PVC ® 28 PIPE BELLS IN ORDER TO ALLOW PIPE NOTE: WRAP PIPE JOINTS IN V) J 2555 (LOWERED TO PROVIDE 990 � 2555 TO ACT AS DRAIN. INSTALL GASKETS „� FILTER FABRIC. OVERLAP FABRIC z --------------------------------- ,� j 18 VERTICAL CLEARANCE) AT ROAD CROSSINGS ONLY. 48 / 5 ON EACH SIDE OF THE PIPE O U --------------------------------------- -------------------- ------------------- U O ------ ---- ------------------ ----------- oC z V) W DAYLIGHT PIPE TO EXISTING DITCH TYPICAL DRAIN PIPE INSTALLATION 1 Z J z 2550 ELEV=2552.65' (FIELD VERIFY) 2550 u- Q L.L 0 INSTALL 12 MIN. 0 RIP RAP --------------------- SCALE: NOT TO SCALE C7.1 Oor� J ____________________ OUTFALL PROTECTION 2'Dx5'Wx10'L .__ V) Q ------------------------------ ------------------- ------------------- -------- ----------- ----------------- -------------------------- -------------------- --------------------- w > W oC > z � 2545 C) C 2545 O z 50 12+10+00 10+50 11+00 11+ 00 12+50 13+00 13+50 14+00 14+50 15+00 ceG O w � :D W D Q V) GIRR LINE W PLAN AND PROFILE 0 Q z STA. 10+00 TO 1 5+50 pC V O ce z — ce c� J w J 1 U z YLLJ 0 V) L w U >_ ce U Lu r� N C 04 CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 C� w 0 C7m I m ES EXISTING TYPE II STREET LIGHT �A 11669-70 a_ 5-22-23 OF cn - - - - — N^/E U) -7 U J J / 2 / �Ld w � E 1 / u J 7 >� D I /o Ln �� M o � M I X � o O 3 / Co Ld ca 7 3 n / O " 00 o / a m E w w / / u / U cn Ld RE PNPSE / �� Ld O c� cn 0 0 0 8 Ld O L Q w c=a O �c�P / z w J IIle O a- Z w Ld g U) 8 u cn n c~n C / / 1 p C) Lu o z � � cn CD z z / E o 0 O cn S / Q w / Q O z Z 1 / w O w U / / 0 30 60 120 180 7Lu p N ZIMMERMAN WAY 1 o ]�E \ 7 SCALE: 1" = 60'� 30 4 5 DESIGNED: C. GRAHAM 0 / / DRAWN: L. HAASE Li V) 4 2 2 / / CHECKED: C. GRAHAM Ld 29 I STREET LIGHTING NOTES APPROVED: C. GRAHAM z I 12 13 14 15 16 17 18 19 20 2 7 7 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF I28 2 BLOCK 2 THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC � 0 0— I BLOCK 3 2 3 / CODE. PREPARED FOR: G20 LLC � 27 7 / 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE Ld w 18 / CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND PO BOX 593 PRIVATE ALLEY a REQUEST INSPECTIONS. 26 STORM DRAIN EAGLE, ID 83616 z - Q SEEPAGE BED z Q N ----- 7 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, O BLOCK 3 STORM DRAIN 2 --_____- / ci 25 I SEEPAGE BED AND FOR THE POLE AND ASSOCIATED WIRING. J 1 0 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' 9 8 7 6 5 4 3 2 1 1 / MIN. FROM WATER METERS. U Y 24 2 1 1 0 4 O� 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING 11 v / OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE ce w I 23 6 �Q MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. z J 1 — N FRITTS AVE �,P / 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS z 22 — / REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. O o CL LL. o U Y 0 w O 21 a / p[ z V v ce I 4 2 2 1 0 z z Q u LdL I 1 O J p 20 z 3 / V `, 10 11 12 13 14 15 16 KEYNOTES 17 / Q a_ z (/) Ldo STORM DRAIN O INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET LIGHT W 19 SEEPAGE BED DESIGN STANDARDS. > / z Ln \, BLOCK 2 tiF 0 w z 18 2 FqT 0 INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE WITH MERIDIAN CITY � m Z w I tiFR CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND D103.6. ALL STREET SIGNS AND HARDWARE W Q ca STORM DRAIN RFFp MUST COMPLY WITH MUTCD STANDARDS. > SEEPAGE BED / �IlF � 17 / 03 INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. z 8 7 6 5 4 3 2 1 ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED MUST BE V APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET CC 16 1 SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. O G J 6 \ 3 ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL STREET SIGNS AND , 15 1 ' HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED MUST BE APPROVED BY ACHD LJ..I W cn N BARAYA AVE AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE z BLOCK 1 — — \ uj INSTALLED BY ACHD IS PROHIBITED. w O 14 4 05 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER (OM1-1). w BLOCK 4 ~ 13 2 cn © INSTALL R9-3 "NO PEDESTRIAN CROSSING" SIGN ON BOTH SIDES OF POLE. POLE HEIGHT SHOULD J I 10 2 2 MATCH SPEED LIMIT SIGN HEIGHT. COORDINATE SIGN PLACEMENT WITH ACHD. >_ I 9 I 1 v 12 8 7 6 5 4 3 2 O 07 INSTALL "NO PARKING FIRE LANE" SIGN WITH RIGHT OR LEFT ARROW AS APPLICABLE IN ACCORDANCE LJ..I N 2 Q WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 AND D103.6. ALL STREET 0 SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. N � 11 BLOCKI � CSW PROJECT NO. 21018 ® INSTALL 25 MPH SPEED LIMIT SIGN (MUTCD R2-1) DRAWING DATE 09/07/2023 CD 0 2STORM SEEPAGE O BED C8m0 m I R/W R/W �.\GE 13' ACHD 40.00' PUBLIC RIGHT—OF—WAY 13' ACHD 10' UTIL EASEMENT 4� z0 SIDEWALK EASEMENT SIDEWALK EASEMENT BOTH SIDES TYP. 20.00' � 2' TYP. 16970 \/ 36.00' 2' TYP. 3' WIDE CONCRETE VALLEY GUTTER. 5-22-23 12" TYP. 2 1 2" ASPHALT PAVEMENT s O SEE DETAIL 3 SHEET C9.1. / � � 3' 5' SIDEWALK 8' PLANTER 18.00 18.00' 8' PLANTER 5' SIDEWALK D��TFOF\OP PAP I 1 2% 2% M. N U) 3" OF SP-3, 0.50 INCH I _� ♦_ ^/E (1/2") MIX, PG 64-28 6" VERTICAL CURB U 4" OF COMPACTED 3/4" CRUSHED AND GUTTER PER J AGGREGATE BASE COURSE ACHD SD-701 TYP. �+ 2% 2% 8" THICK CONCRETE \�\\/\// ' �— —� RIBBON CURB (TYP.) 2 FLAT LANDING ON BOTH A/ w SIDES OF SIDEWALK, TYP. 10" OF COMPACTED 3/4" CRUSHED —W l a a a a ° a a7 77a AGGREGATE BASE COURSE J BLOCK RETAINING WALL. " A LOCATION PER PLAN.THIS SHEET.SEE \/ \\\/\\�\\//\\//�\��\��\//\//,�// /�//,\//,\/� / / / 5 THICK CONCRETE OVER 4 12" COMPACTED SUBGRADE �� o U \ \ �\'\\`\\ \\ \\\\\i\\\/. OF 3/4" AGGREGATE BASE w COURSE PER ACHD SD-709 o r� c M O 20" OF COMPACTED 6" EXTEND BASE AND SUBBASE kD o � ' Z MINUS PIT RUN SUBBASE s" BEHIND CURB TYP. PRIVATE ALLEY TYPICAL SECTION 5 x o c � O SCALE: NOT TO SCALE C9.0 m LLi 12" COMPACTED SUBGRADE 36' COLLECTOR STREET SECTION 1 ° o @, o w SCALE: NOT TO SCALE C9.0 °o E ro w L- z p) W U 20.00' 5' LANDSCAPE BUFFER , SEE PLAN w R/W R/W I 12" TYP. 2 1/2" ASPHALT PAVEMENT " 13' ACHD 56.00' PUBLIC RIGHT—OF—WAY 13' ACHD I 10' UTIL EASEMENT w SIDEWALK EASEMENT BOTH SIDES TYP. 2% SIDEWALK EASEMENT 2' TYP o 0 p 52.00' 2' TYP. , , p ' fL \ \ 5' SIDEWALK 8' PLANTER 1 21.00' 10.00' 21.00' 1 8' PLANTER 5' SIDEWALK zI 2 1/2-1 O2"S MIX PG 58-28 I 6" VERTICAL CURB 1 \�\\//\\�/ ,/�\ //�/ ��\/ �� \� 0 W ( / ) 8 THICK CONCRETE \ 6" VERTICAL CURB AND GUTTER PER RIBBON CURB (TYP.) \ \\ ,\\ \\�� ,\�/\�r\\/ O 4" OF COMPACTED 3/4" CRUSHED (NO WCUSDE701A R ACHD SD-701 TYP. 0 U AGGREGATE BASE COURSE 10" OF COMPACTED 3/4" CRUSHED GRADE TO DRAIN TO COURSERIGHT—OF—WAY 01 2% \//\// 2% w o ,\ ♦— / \/\ —� /��\,7\7 12" COMPACTED SUBGRADE z o w 0 0 0 0 0 0 2' FLAT LANDING ON BOTH p w Of SIDES OF SIDEWALK, TYP. z cl) w COMMON DRIVE TYPICAL SECTION 6 N g r0 // // / // // //\//\//i//\/ //\//%//%//j\//\//�\/�\//\\/�\\�\\/\/\ \ \ \ \ 5" THICK CONCRETE OVER 4" N \\//\\//\\\/�\\/ /\\\� /\ /\ /\ /�// OF 3/4" AGGREGATE BASE SCALE: NOT TO SCALE C9.05; C14 J O W Q Z COURSE PER ACHD SD-709 LD z w z Of N 14" OF COMPACTED 6" EXTEND BASE AND SUBBASE U z MINUS PIT RUN SUBBASE 52' STREET SECTION WITH MEDIAN ISLAND 2 s" BEHIND CURB, TYP. Q w p SCALE: NOT TO SCALE C9.0 w z 12" COMPACTED SUBGRADE O o v MAILBOXES PER OWNER. MAILBOXES PER OWNER. INSTALL PER z w INSTALL PER MANUFACTURER'S o MANUFACTURERS RECOMMENDATIONS. Lu O RECOMMENDATIONS. MAILBOXES 0-1 :2 R/W R/W TO OPEN TOWARDS SIDEWALK. DESIGNED: C. GRAHAM Of O 11' ACHD 33'-37' PUBLIC RIGHT—OF—WAY 11' ACHD 10' UTIL EASEMENT I DRAWN: L. HAASE L TYP.2' EASEMENT SIDEWALK EASEMENT BOTH SIDES T . w I 2' TYP. CHECKED: C. GRAHAM 29.00'-33.00' 2' TYP. APPROVED: C. GRAHAM z 5' SIDEWALK 6' PLANTER 14.50'-16.50' 14.50'-16.50' 6' PLANTER 5' SIDEWALK ° p D DETACHED SIDEWALK u >O I p ° ° p ° p B ° o v D ° ° 6" 6" 6" 6' 1 2 1/2" OF"SP-3, 0.05 INCH I 1 ° °p p ° PREPARED FOR: o (1/2 ) MIX, PG 58-28 ° ° > p p o 6" VERTICAL CURB p p D ° p ° A G20 LLC � I AND GUTTER PER ° 4" OF COMPACTED 3/4" CRUSHED ACHD SD-701 TYP. ° D ° ° PO BOX 593 AGGREGATE BASE COURSE EAGLE ID 83616 of 1 Q \/ 2% 2% /\// /� ' ° O ° D° p ° ° N ° ° ° °° ° ° ° °° p°° °° ° p �° ° ° °p Z p O ep p a a a a a 2' FLAT LANDING ON BOTH 4 00' U SIDES OF SIDEWALK, TYP. ° ° 4.00' SIDEWALK> ° ° p ° p SIDEWALK LENGTH PER OWNER N \ \ \ 5" THICK CONCRETE OVER 4" P° U / / / // // / // /� / // / / / OF 3/4" AGGREGATE BASE p ° ° LENGTH PER OWNER CONCRETE PAD \/\/\\/\\/\\�\\\\\i\\\/, COURSE PER ACHD SD-709 °p ° p ° p P PROFILE VIEW p� \ \ w CONCRETE PAD 14" OF COMPACTED 6" EXTEND BASE AND SUBBASE ° p p° () MINUS PIT RUN SUBBASE 6" BEHIND CURB TYP. z U 12" COMPACTED SUBGRADE 33' & 29' TYPICAL STREET SECTION K3 O SCALE: NOT TO SCALE C9.0 U O J O InC z V) or� STREET MAILBOX PAD DETAIL 7 p z Z SCALE: NOT TO SCALE C9.0 u— O J W � PLAN VIEW — 0 0 R/W R/W / — Z 13' ACHD 31.00' PUBLIC RIGHT—OF—WAY 13' ACHD 10' UTIL EASEMENT I O Q LJJ z SIDEWALK EASEMENT SIDEWALK EASEMENT BOTH SIDES TYP. m 2 W I 2' TYP. 2" CAP UNIT w DI 27.00' 2' TYP. () O z5' SIDEWALK 8' PLANTER 13.50' 13.50' 8' PLANTER 5' SIDEWALK �— / 1/4" 2 1/2" OF SP-3, 0.05 INCH 1 r/\r/ O 0 _ (1/2") MIX, PG 58-28 I /j�/j 12" Q 3" ROLLED CURB AND = /\\j/\ z J GUTTER D P70R2ACHD w 3 4 CRUSHED r\/ " O �j 4" OF COMPACTED 3/4" CRUSHED " \\/\ 8 BASALITE GEOWALL PRO J I AGGREGATE BASE COURSE I x o / BLOCKS. COLOR BY OWNER. W < r AGGREGATE INSTALL PER MANUFACTURER'S Y 2% 2% ry RECOMMENDATIONS. W Z � m�\\�� FILTER FABRIC. EXTEND \\ � 2' FLAT LANDING ON BOTH co AND STAKE FROM 24" SIDES OF SIDEWALK, TYP. ABOVE FINISHED GRADE U) TO BOTTOM OF WALL 5" THICK CONCRETE OVER 4" \/\ ♦� OF 3 " AGREGATE BASE > , , MCCOURSE ERG ACHD SD 709 / �\\�/\\�/`// / Lu 04 O 14" OF COMPACTED X D MINUS PIT R N SUBBASE 6 BEHIND CURB SUBBASE n1 "TEND CSW PROJECT NO. 21018 r 6�� MIN. OF 3/4 �� 27 TYPICAL STREET SECTION 4 12" COMPACTED SUBGRADE CRUSHED GRAVEL SCALE: NOT TO SCALE c9.o G EOWALL PRO RETAINING WALL DETAIL $ LEVELING COURSE DRAWING DATE 09/07/2023 CL SCALE: NOT TO SCALE O c9mo m 0�� GE SFO = OBSERVATION WELL RIM ELEVATION U 0 � PER ACHD SD-627 PER PLAN 0 w if) 5-22-23 co cn GRADE RINGS AS REQUIRED Al � WITH FINISHED GRADE /,a �/\/ �/�/ WRAP TOP AND SIDES OF TRENCH IN NON-WOVEN ^��a��a��11 �a a��a��a 20" BAFFLE WIDTH Y �a��//��43��}}//�� la��//��a��//��a��}}//��a��// Q FILTER FABRIC GEOTEX 401 OR APPROVED EQUAL. o �L/u�L/U�L/u�L/u�L/U�L/�D SOCK GEOTEXTILES SHALL CONFORM TO THE REQUIREMENTS 1 �a �a �4 �a �4 �4 Lza� �4 �a �4 �a �4�j��4 OF ACHD POLICY MANUAL SECTION 8202.23. SEAMS J w /\/��/ /��/ /��\/��/\/��/�/��/�/��/\/��/\/��/\/ ��/�/��/�/ w SHALL OVERLAP A MINIMUM OF 1'. W LL E 5')a a a Da a a Da Da a a Da a a Da o MIN. �000�oo�oo�ao�_,J)o��oo�ao� �o�J° \� o J �a a �a �a �a �a �a oa a �a �a �a �a �a 12" INLET PIPE PER PLAN /> °1 /moo aAFFLE "C" Li BE ELEVATION BAFFLE "B" 18" OUTLET PIPE PER PLAN tj N � 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 0 0 0 0 0 = ELEVATION p omo c T AND DETAIL 1 THIS SHEET � co 0 cf) ac as aa�as as as as as as a 70_� ascn z 18" ADS, HDPE OR � oPVC PERFORATED /v O PIPE. PERFORATIONS �a��a �a �a �a0-a Q ar6j- �a �a�j� a m E w IN TOP HALF ONLY. � � _ W PROFILE VIEW � aa�aa�aa�aa�aa�aa�aa�aa�aa�aa�aa�aa aa , aa� SAND AND GREASE TRAP (BOISE 24" DIA. TRAFFIC RATED FRAME AND �a �a �a �a �a �a �a �a �a �a �a a )a �a VAULT OR APPROVED EQUAL WITH STANDARD MANHOLE COVER PER cn BAFFLES) SIZE PER TABLE ISPWC SD-617. cn SAND AND GREASE TRAP z � (ACHD BMP #01). SEE ASTM C33 SG-TRAP #4 TO HAVE GRATED LID Lo X DETAIL 2 THIS SHEET. FILTER SAND w ON UPSTREAM END. w o 0 12" INLET PIPE PER PLAN o N o cn EXCAVATE TO NATIVE MATERIAL SEE \�\\�/�REE DRAINING j\\j\\ j\\j\\j� / / NATIVE TER�L o 0 w VERB Y FACILITY LE FOR T Y N FI ERC RATE). TR INFILTRATION ONH R AT� \/ \\/ \\/ \\/ \/ \\/�\\ o z AFTER FACILITY IS FULLY EXCAVATED. ESTIMATED HIGH AN D PROFILE VIEW GROUNDWATER = U = ELEV VARIES SEE TABLE w cf) PORTION OF OBSERVATION WELL LYING o O IN DRAINAGE SAND MUST BE WRAPPED > z w o WITH TYPE I DRAINAGE GEOTEXTILE PER Q OUTLET PIPE PER PLAN o w w AND DETAIL 1 THIS SHEET Z z ISPWC SECTION 2050. a Q Li O w a N a0 z PLAN VIEW J 0 00 Z 5 N cn z U z z o cn SAND AND GREASE TRAP LENGTH PER TABLE w � z (ACHD BMP #01). SEE cn J a DETAIL 2 THIS SHEET. a w o o SAND AND GREASE TRAP TABLE bi o "' v STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. INV. ELEV. OUT U MIN. Q ACHD SG TRAP #1-1 1000 GALLON 2550.89' 2544.35' 2544.25' 2543.75' 2543.50' > � 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY w I oO O bi ACHD SG TRAP #2-1 1000 GALLON 2555.27' 2551.35' 2551.25' 2550.75' 2550.50' DESIGNED: C. GRAHAM 0 o ACHD SG TRAP #3-1 1000 GALLON 2556.10' 2548.35' 2548.25' 2547.75' 2547.50' DRAWN: L. HAASE w c INLET PIPE PER PLAN ACHD SG TRAP #3-2 1000 GALLON 2551.41' 2546.85' 2546.75' 2546.25' 2546.00' n CHECKED: C. GRAHAM Ld SG TRAP #4P-1 (PRIVATE) 1000 GALLON 2556.90' N/A 2553.25' 2552.75' 2552.50' APPROVED: C. GRAHAM z ACHD SG TRAP #5-1 1000 GALLON 2554.34' 2549.85' 2549.75' 2549.25' 2549.00' 50' MIN. PLAN VIEW ~ OBSERVATION WELL 5' MIN. PREPARED FOR: PER ACHD SD-627 ELECTRONIC MARKERS PLACED ON CORNER OF FACILITY (ACHD SEEPAGE BED #1 ONLY). G20 LLC M COORDINATE WITH ACHD INSPECTION STAFF SAND AND GREASE TRAP DETAIL (ACHD BMP #01 ) 2 FOR PLACEMENT OF MARKERS DURING SCALE: NOT TO SCALE C9• EAGLE,BOX I D 8 3616 CONSTRUCTION PRIOR TO BACKFILLING. z z Q OBSERVATION WELL NOTES PER ACHD SD-627 O U j J 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS LLC r DATED JANUARY 18, 2022, GROUNDWATER IS ANTICIPATED AT A DEPTH OF 9 FEET BELOW EXISTING U GROUND. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED oWITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FROM ANY INFILTRATION FACILITY AND/OR IF IT IS D 0 HIGHER THAN ANTICIPATED. 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. V) J 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. z 0 4. IF ROCK IS ENCOUNTERED DURING FACILITY EXCAVATION, CONTRACTOR TO HAVE TEST PERFORMED BY O w SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS U Q (� O THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO J CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED ce z V) INFILTRATION.Ld 3' CONCRETE VALLEY GUTTER 0 z Q 0 O w w ASPHALT ALLEY LJ..I V) 2% TYP. > > z z Ln SEEPAGE BED TABLE C w Q w SEEPAGE BED NO. SEEPAGE BED DIMS FINISHED GRADE ELEV. TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100-YEAR VOLUME DESIGN INFILTRATION RATE HIGH GW ELEV W° m a a as D aa� > p ACHD SEEPAGE BED #2 8'Wx97'Lx5.5'D 2555.25' 2553.50' 2548.00' 2546.50' 2550.50' (1) 18" 1,854 CF 2 IN/HR 2545.00' \ \cn ACHD SEEPAGE BED #3 24'Wx82'Lx6'D 2551.95' 2550.00' 2544.00' 2542.50' 2547.50' (18") (2) 18" 5,040 CF 2 IN/HR 2541.00' SEEPAGE BED #4P (PRIVATE) 1O'Wx65'Lx6'D 2557.00' 2555.00' 2549.00' 2547.50' 2552.50' (1) 18" 1,674 CF 2 IN/HR 2545.00' zW J J ACHD SEEPAGE BED #5 20'Wx78'Lx6'D 2554.25' 2552.50' 2546.50' 2545.00' 2549.00' (1) 18" 4,026 CF 2 IN/HR 2543.00' T CONCRETE VALLEY GUTTER 3 z Y SCALE: NOT TO SCALE C 9• W o V) w SEEPAGE BED DETAIL (ACHD BMP #20) 1 ~ C SCALE: NOT TO SCALE U W r7 N O N CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 w 0 C901 m NON-WOVEN FILTER FABRIC OLd ``� GENSFO = ALONG TOP OF DRAIN ROCK AND O SAND FILTER. OVERLAP SEAMS A WOVEN GEOTEXTILE FABRIC BETWEEN 16970 a_ CLEAN 2"MINIMUM OF 12" TYP. DRAIN ROCK SAND FILTER AND DRAIN ROCK 5-22-23 OF U) 1.5' MIN. COVER Ln WIDTH SEE TABLE 1.50' WIDTH SEE TABLE U Qf O O O O O O O O O O O O O O N J oQoQoQoQoQoQ QoQoQ oQoQoQoQo�oQo�oQo� �/ w TREATMENT BE� w O O �/ 0 0 0 0 o O O O O O NON-WOVEN FILTER FABRIC (4 W Li. 0 � (2-YR VOLUME) PERCOLATION BED (100-YR OUNCE/SQ. YD. MIN. WEIGHT) a �, oQOQo� .� �OQoQOQoQ oQOQo� VOLUME OR 25-YR >O�OQO� ALONG SIDES OF DRAIN ROCK M w C VOLUME WITH BYPASS) ^ E U N M J U �/ � U � Ln IT rll 00 ,� m O , � O 0 0 0 0 0 I � 0 0 0 0 O O O O ON oM o� QoQoQo� WATER, �o oQoQoQo oQoQoQoQ D 12'� \ o 0 0 o FLOW o o Q Z o 0 0 0 0 0 0 o x t O m MIN. I I �`�� a r � m w o o� ��QoQoQoQo OoQoQ QoQoQoQoQo oQo�o0 ° o CLEAN 1.5"-2" co 12" PERFORATED BYPASS PVC OR DRAIN ROCK ) w O O O O O O O O O O O O O O ADS PIPE (FULLC PERFORATIONS) u ESTIMATED HIG GROUNDWATER H N ELEV SEE TABLE w 18" PERFORATED PVC OR SLOPE 1% TOWARDS SAND a_ ADS PIPE (TOP HALF ONLY) x w EXCAVATE A MINIMUM OF 12" INTO r7 r7 BOTTOM OF ROCK ELEVATION 0 0 O INSTALL PVC LINER ACROSS BOTTOM AND ALONG NATIVE POORLY GRADED GRAVEL WITH uw c4 c4 = OUTSIDE EDGES OF ROCK. LINER SHALL BE CONTINUOUS SECTION VIEW PER TABLE SAND (PERC RATE >8 IN/HR) a N r- (SEAMS FACTORY SEALED OR FIELD WELDED). � rn USE FILTER SAND OR 3/8" MINUS PEA GRAVEL TO o 0 w PROVIDE A SMOOTHLY GRADED SURFACE AT BOTTOM OF BED TO PROTECT LINER FROM TEARS AND DAMAGE o p DURING INSTALLATION. U a_ � I w 3�: Q w Q O 0 w O o w ELECTRONIC MARKERS PLACED ON a Q g v LENGTH PER TABLE CORNER OF FACILITY, TYP. N n 00 WITHHIGH-FLOW STTAFFDINATE FOR P ACEMENTDOFSPECTION MARKERS o z cn BYPASS MANHOLE DURING CONSTRUCTION PRIOR TO z Z CJ BACKFILLING. o N o U Q np U Z PERCOLATION BED (100-YR VOLUME) A Q w O S D z 12" PERFORATED PIPE WITH FULL PERFORATIONS 0 OBSERVATION WELL o v INLET PIPE PER PLAN PER ACHD SD-627 z o SAND FILTER Lu 0 O DESIGNED: C. GRAHAM o SAND AND GREASE TRAP TREATMENT BED (2-YR VOLUME) Li TYP (ACHD BMP #01). SEE DRAWN: L. HAASE DETAIL 2 SHEET C9.1. 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY CHECKED: C. GRAHAM O O APPROVED: C. GRAHAM z O 50' MIN. PLAN VIEW PREPARED FOR: o G20 LLC w M INSTALL PVC LINER ACROSS BOTTOM PO BOX 593 AND ALONG OUTSIDE EDGES OF ROCK. EAGLE, ID 83616 z NOTES LINER SHALL BE CONTINUOUS (SEAMS Z a FACTORY SEALED OR FIELD WELDED). O v OBSERVATION WELL 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS LLC DATED JANUARY 18, PER ACHD SD-627 2022, GROUNDWATER IS ANTICIPATED AT A DEPTH OF 9 FEET BELOW EXISTING GROUND. CONTRACTOR SHALL NOTIFY THE U N ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FROM ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. O 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. V) ^ z > p 0 Z LL.o HORIZONTAL SAND FILTER TABLE U Q O TREATMENT BED PERCOLATION BED FINISHED GRADE TOP OF ROCK BOTTOM OF ROCK PERF. PIPE PERF. PIPE DESIGN INFILTRATION z w BASIN N0. DIMENSIONS SAND FILTER DIMENSIONS DIMENSIONS ELEV. ELEV. ELEV. INVERT DIAMETER STORAGE VOLUME RATE HIGH GW ELEV Q z Z U 0- ACHD VERTICAL 2543.50' (18") 18" O J J 6 Wx72 Lx5.5 D 1.5 Wx72 Lx5.5'D 21 Wx72 Lx5.5'D 2548.75 2547.00' 2541.50' " 3,348 CIF (100-YR) 2 INCH/HR 2541.00 p _ w SAND FILTER #1 2545.50 (12 ) 12 Q > > z w Ln VERTICAL SAND FILTER DETAIL (ACHD BMP #21 ) 1 0 m L p w SCALE: NOT TO SCALE C9.2 Z) ; z w ce O p z F_ Z ' w oC O LLJ J Y O V) (n L w U U w r) 0- N n1 CSW PROJECT NO. 21018 DRAWING DATE 09/07/2023 C� of w 0 C9m2