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CC - Construction Drawings SHEET INDEX IMPROVEMENT PLANS FOR o� E SFo m CALL BEFORE YOU DIG C� a���u;„�-m Q • MOVADO SUBDIVISION NO . ✓ E. OVERLAND ROAD 16970 9-10-20 � C0.0 COVER SHEET L IN INC. PRIOR TO COMMENCING LOCATED IN THE NE 1 /4 OF SECTION 21 � C0.1 NOTES UNDERGROUND WORK o 0 s�qT `-' C 1 .0 FINAL PLAT SHEET 1 KmwwhaYs below. (208) 342-1585 o O,Q� F OF�� P�Q o Call before you dig. } " NNE M. C1 .1 FINAL PLAT SHEET 2 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN 3 Q `n C2.0 OVERALL SITE/UTILITY PLAN MERIDIAN IDAHO o ' LU ° a'o 0 'n J C3.0 GRADING PLAN 2020 � � � � N �, C4.0 STREET PLAN AND PROFILE N o C5.0 SEWER PLAN AND PROFILE J C6.0 WATER PLAN N - C7.0 STREET LIGHT PLAN W w o J C8.0 ROADWAY DETAILS 0 � � �� L1 N �' l z � c , M 0 0 30 60 120 180 0 p = rn cn VICINITY MAP � U o SCALE: 1" = 60 0 N w SCALE: 1"=750' E �. w z 0 w °' DEVELOPER , cn cn MOVADO DEVELOPMENT LLC w LEGEND 4824 W. FAIRVIEW AVE. a_ BOISE, ID 83706 x w (208) 336-5355 LAREN®CONGERGROUP.COM 0 0 — — SUBDIVISION BOUNDARY o 0 w N N PUBLIC RIGHT-OF-WAY \ 0 0 0 — ROAD CENTERLINEcn \ rn I— LOT LINE / \ o 0 CIVIL ENGINEER w ZERO SETBACK LOT LINE 30 CORINNE GRAHAM, PE 0 o v 3 LOT NUMBER CIVIL SITE WORKS LLC \ 804 W. RICHMOND STREET w ROLLED CURB AND GUTTER / 31 \ BOISE, ID 83706 w o (208) 946-3874 0 cl 0 8"SS> SEWER MAIN 32 q CGRAHAM®CSWENGINEERING.COM o w > 0 zLd 8"W WATER MAINLd �Cy <12 SD STORM DRAIN PIPE ��o�� / �OF�'0 33 \ \ c���< U �' g N FIRE HYDRANT FPG 1 1 GG L o z 9� 34 \ SURVEYOR Z o z w SINGLE WATER METER/SERVICE \0. 12 BLOCK 1 1 \ 0 Q / � CARL PORTER, PLS w DOUBLE WATER METER/SERVICE �\��O 35 \ SAWTOOTH LAND SURVEYING LLC w GATE VALVE �� 13 36 2030 S. WASHINGTON AVE. p ® SJ� ` EMMETT, ID 83617 z L V 04 ti ►� WATER FITTINGS �0 14 37 \ (208) 398-8104 oSEWER MANHOLE / �OJP BLOCK 1 3 / \ 29 o ® CURB INLET 15 38 LU � Sp STORM DRAIN MANHOLE \ � /O.o o MONITORING WELL 16 / l��`� 39 \ \ SURVEY DATUM DESIGNED: C. GRAHAM 40 \ DRAWN: C. GRAHAM wi BARRICADES � \ 1 ���, 41 HORIZONTAL DATUM BASED ON ADA COUNTY GIS. CHECKED: C. GRAHAM w X STREET SIGNS 46 \ N. ALL ELEVATIONS SHOWN ARE NORTH AMERICAN APPROVED: C. GRAHAM STREET LIGHT 18 <1 / VERTICAL DATUM OF 1988 (NAVD 88). 47 42 2630�� PROPOSED MAJOR CONTOUR (5') 43 \ PREPARED FOR: 0 ��262a�� PROPOSED MINOR CONTOUR (1') 20 19 48 / \ \ MOVADO DEV LLC a EXISTING MAJOR CONTOUR (5') Flo 49 4824 W FAIRVIEW AVE \ \ � EXISTING MINOR CONTOUR (1') tx BOISE, ID 83706jL Q 2.00x DRAINAGE ARROW WITH PERCENT 06 50 SLOPE �/L � / \ 5 g F - 51 _j Y 58 52 X 53 G� 44 57 BLOCK 11 45 / \ O 0 \ 56 55 54 \ \ z — LL. \ I Z 0 O z � Q � � \ U z 0 O 0 \ \ � w / \ W \ I w Ln w E Q oc SITE DATA Ld 0 m > O O O z ADA COUNTY PARCEL #S1121141950 of W U SITE AREA = f7.47 ACRES `A O 0 O NOTICE TO CONTRACTORS LAND USE ZONE: R-15 Q Y NUMBER AREA % ~W > vi al� CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED O � CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME RESIDENTIAL LOTS 34 3.12 AC 41 .8% w SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF cn CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; COMMON DRIVES 1 0.05 AC 0.7% � THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE °C TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO LANDSCAPE COMMON LOTS 6 3.21 AC 43.0% W DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE Crg IDIAN NON-BUILD COMMON LOT 1 0.04 AC 0.5% o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICYftbk '°""° CSW PROJECT NO. 20004 AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE Oe;:BnBCeneVudenBupp'amont BpeeRmtlenO PUBLIC RIGHT-OF-WAY N/A 1 .05 AC 14.0% ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ❑0 DRAWING DATE 09/1 0/2020 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM .,, .` TOTAL 42 7.47 AC 1 00% WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE Como APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. ❑g ' 55�OI�WL F�, ~ GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL � �- ENSFO m=O CONFORM TO THE PROJECT ESC. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. Q ��unn�Wl � 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY 0 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 9-10-10-20 SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING AND EXISTING PAVEMENT MARKINGS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE C �� v REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. 9TFOF`�p .ZP BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. NE M GAP 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND �_ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. p OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 10. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. N SITUATION IS RESOLVED. Y# U) SITUATION PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 11. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD i p 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR SD-709. 3: TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE � GEOTECHNICAL REPORT. 12. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. 1- O V) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO w START OF WORK. ' D w 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 13. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE c ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. PLANS AND CONFORM TO THE ISPWC SECTION 801. cn o L U 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS �+�+� n w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION LI LIB z � c M p 14. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON .-, OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY THE PLANS AND CONFORM TO THE ISPWC SECTION 802. 2 v It zz 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY = 3 m � NOT OPEN OR CLOSE WATER VALVES. THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. � u 00 15. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED � � o 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. ON THE PLANS. p N 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL co E w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. a_ MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 16. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL z N0. 1. SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT L. bi OR OTHER STREET WORK TO MATCH THE EXISTING PAVEMENT SECTION OR USE 2.5-INCHES OF ASPHALT, 4-INCHES OF u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER 3/4-INCH MINUS, AND 14-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. IF ASPHALT CUTS ARE NECESSARY PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. , w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 17. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE a_ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. CONSTRUCTION PLANS. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND 0 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 0 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ~ PRIOR TO CONSTRUCTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL o 0 0 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA REPLACE THE ENTIRE ROADWAY SURFACE. r i rn 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). o 0 z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL z PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE p A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS o v 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE w U) TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. I- WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF o � 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS THE WASTEWATER RULES (IDAPA 58.01.16). 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION o w cI p ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. BEGINS. o a_ > z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER a :2 w 0 w 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS N z o DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL � "� QUALITY (IDEQ). w a p z w z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE = Z cn SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 0 < a AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. w 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS p OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE o IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE o v PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. z V= 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH > N Lu o DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY AND REGULATION. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL Li p APPROVAL IS GIVEN TO THE PROJECT. DRAWN: C. GRAHAM v SEWER CHECKED: C. GRAHAM D 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 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. z p DRAWINGS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PREPARED FOR: 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL MOVADO DEV LLC a_ BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 4824 W FAIRVIEW AVE Ld al� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). BOISE, ID 83706 >_ FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS ci WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF U) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 p COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 3: STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO J ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. d 0 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES z wo PROPERLY DISPOSED OF OFF SITE. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF O Z z 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY STRATA DATED APRIL 19, 2016, THE SEWER. Z Q FILE N0. B0154776. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. U O Q 0 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. p[ ce w THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. CW w 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE (/') \ G w 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL z / cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFICATIONS AND DRAWINGS. O COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN Q Q 0 z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE U m Z g CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND p[ STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE O Z) O z MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. L.L (� C) GRADING/STORM DRAINAGE U) 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. O O Q ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY z Q Q J PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY , DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE Y MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY L~ > vi p 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. O DEPARTMENT ON SITE AT ALL TIMES. w 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO C J DEPARTMENT. SCHEDULE INSPECTIONS. Lu 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT p TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. N 0 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CSW PROJECT NO. 20004 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. DRAWING DATE 09/10/2020 c� GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS p 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 0 @ coo 1 6 w F_ m O J U_ w F_ U) (n MOVADO SUBDIVISION NO. 9 BOOK , PAGE LOCATED IN THE NE114 OF SECTION 21, N 0 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO Li 2020 PLAT NOTES —w o WV) Lu U BASIS OF BEARING i 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 1 E. OVERLAND RD. �_ - --- ___ ___ S 89°13'35"E 2676.87' j 6 I j r HEREBY RESERVED ALONG THE FOLLOWING: —— � __ W. OVERLAND RD. TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS --- --- --- --- _ _ N Q o L O � NI/4 CORNER --- � � li SECTION 21 NORTHEAST CORNER 21 22 DEPICTED omo c T O CP&F 108008840 SECTION 21 • TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS Q 0)tD I DEPICTED ,_ It o LEGEND CP&F 105155109 . THREE(3')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT = 3 cf) j - - -- SUBDIVISION BOUNDARY LINE OO FOUND 518"REBAR/CAP PLS 14221 FOR WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED U) u O 1 REBAR/CAP PLS 14221 A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED ALONG m EXISTING DEED OR LOT LINE O FOUND 1/2" F � w THE FOLLOWING: TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED p Z ••••••••••••••••••........................•• DIMENSIONAL TIE LINE FOUND ALUMINUM CAP 00 0) w 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH u r 1 - - CENTERLINE FOUND BRASS CAP STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE w I OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE . � I cf) LOT LINE ® FOUND BRASS PLUG j SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN V) ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT w ZERO LOT LINE OO SET 5/s"REBAR/CAP PLS 11574 BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A Cr NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL w 1 --- --- SECTIONAL LINE • SET 112"REBAR/CAP PLS 11574 1 OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." I I 0 0 I 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 0 0 CALCULATED POINT p SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. Q WC WITNESS CORNER o o 1 1 LOT NUMBER 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN o �7, �7, RM REFERENCE MONUMENT n 0)I I COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. 0 0 � I I z 1 5. THE MOVADO GREENS ASSOCIATION,INC. ("ASSOCIATION")SHALL NOT DISSOLVE WITHOUT THE Ljj CONSENT OF THE CITY OF MERIDIAN. o Z Op I 6. LOTS 29,42, 43,AND 59, BLOCK 11,AND LOTS 11 AND 20,BLOCK 13, ARE RESERVED AS COMMON ~ N ° S` AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE ASSOCIATION. 7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN Q z COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT. _0 0- U � I .3y Izll i °�� 30 \`rsz� 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF � U)i Z o D ��� / 31 ` �� ^1 THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. U) _ g 00 w Z N U) °�c� ° `r 32 • 9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE o Z ° 33 THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. v z Q N 1 I 11 9 34 `��I 10.A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THE HOMEOWNER w ~ 12 G1$T ASSOCIATION UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED N • 35 C BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR HOMEOWNER ASSOCIATION MAY USE THE O W �5 13 �, 36 EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY O o 1 O� 14 �� 37 1 DOCUMENTS OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION ~ oN Grp 38 CRAWFORD PLACE SUBDIVISION I IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS U o 15 y d `ssro BK. 79, PG. 8411 EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO INSTALL, OPERATE,MAINTAIN, REPAIR AND li z MOVADO SUBDIVISION NO. 7 1 o , N 39 % q REPLACE IRRIGATION SPRINKLERS, LINES, CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. w o PG. ---- BK. -------- 16 ���. c� I .11 LOCK 13 Cj�' • 40 `F O w 11. THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS, w 1 17 �15 45 • 41 29 % q I N CONDITIONS AND RESTRICTIONS FOR MOVADO COMMUNITY ASSOCIATION,INC., PER INSTRUMENT NO. DESIGNED: C. GRAHAM O ISM 46 ` I � 2017-121068 AND ANY SUBSEQUENT AMENDMENTS. DRAWN: C. GRAHAM L �,� o y 42 BLOCK 11 � W 12.A PORTION OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254 H, N o cp 19 47 • > CHECKED: C. GRAHAM D 1 REVISED TO REFLECT A LOMR. w I o c5'rp 20 � 48 :RM • 1 O w 1 pc(ON O���A 59 RM' • j U 13. THIS PLAT IS SUBJECT TO NAMPA&MERIDIAN IRRIGATION DISTRICT, LICENSE AGREEMENT INST. APPROVED: C. GRAHAM 49 • -•--c.�-- Q ♦ NO. 2017-096129. o / •o _ �2 N 85°24'01 ItW 50 171.21' M 58 Cr • 43 `` ^ 14. A PORTION OF LOT 11, BLOCK 13,IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER PREPARED FOR D oO 51 4/ ry DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM 1 EIGHT MILE CREEK 600 RM p0 57 s9 POB 1 WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015-103256, MOVADO D EV LLC o� 56 52 //L�� �S)'8 44 • I N ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE"MASTER EASEMENT'). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE 4824 W FAIRVIEW AVE ww 53 w\ ti o ?'s DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR 2.S 55 54 °V F°O d THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. B O I S E, I D 83706 MOVADO SUBDIVISION N0. 3 � 4F� / ,�'L ti �. •..6'S,„ �^ z 1 PG. 112, BK. 16387 ` Q 1 / _ "Ns"` • BLOCK 11 .. Dc� g6�,� �1�9� � Vo' 15. LOT 42, BLOCK 11 IS AN ACCESS EASEMENT INST. NO. XXXXX FOR LOTS 39-41,BLOCK 11. CU r.S RM 16. LOT 44 BLOCK 11 IS A COMMON LOT IN FAVOR OF THE NAMPA MERIDIAN IRRIGATION DISTRICT. J �99 UNPLATTED �9� ` �L� • I ° ` -- (n SURVEYORS NARRATIVE O C3 \ I I Ld MOVADO SUBDIVISION NO. 6 I THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE PG. 117, BK. 17780 OWNERS TO CREATE RESIDENTIAL LOTS. (n I 1 THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM AN O 0 O APPROVED PRELIMINARY PLAT,AND THE MONUMENTS SHOWN HEREON w j HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS AND RECORD OF Z z - O SURVEYS. 1 O Z w LINE TABLE I U 7 Q 0- LINE BEARING DISTANCE ; REFERENCES O U-1 orf LI N 45°41'31"E 47.00' � r� 1_L.1 a_ i L2 S 43°58'30"E /�18.49' Rl)MOVADO SUBDIVISION NO.3, BOOK 112 OF PLATS, PAGE 16387,ADA COUNTY RECORDS v , w w 1 R2)MOVADO SUBDIVISION NO. 6, BOOK 117 OF PLATS, PAGE 17780,ADA COUNTY RECORDS ` 1 R3)CRAWFORD PLACE SUBDIVISION, BOOK 79 OF PLATS,PAGE 8411,ADA COUNTY RECORDS z ' _ s R4)MOVADO SUBDIVISION NO. 7, BOOK XX OF PLATS,PAGE XX Z I w5 � � w 1 CURVE TABLE 115 4 ceco Z 1 CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH [r Cl 53.25' 2402423" 125.00' IN 73011'50"W 52.84' cX/1-6/Zo 1 2030 S. WASHINGTON AVE. 0 O J U) SCALE C2 100.03' 45050'58" 125.00' S 71040'30"W 97.38' Iq' LL r /� Z C3 247.11' 76031'50" 185.00' S 87°00'56"W 229.14' OF 1 v , N i 100 0 50 100 200 ���F BEAG�'�� EMMETT, ID 83617 � Q z 1 /�� (208) 398-8104 O 0 0 LL 1 INCHES 100 FT FAX (208) 398-8105 Z < 2 &41F000 Q Y > L/i 1 C114 CORNER Lu SECTION 21 1 L�n�SuNeyir�q DLO WWW.SAWTOOTHLS.COM V) Q CP&F 2018-107365 El/4 CORNER SECTION 21122 1 --- CP&F 114011299 SHEET. DATE: DRAWN BY. CHECKED BY: JOB#: DWG#: --- --- --- — N 89°OS'03"W 2656.14' --- --- --- 1 OF 4 912020 WFJ JB 19428 19428-FP J Lu U 0- 0 CV O N CSW PROJECT NO. 20004 DRAWING DATE 09/16/2020 O cl 00 6 W F- m O W J U_ w F- U) N MOVADO SUBDIVISION NO. 9 BOOK , PAGE Ln LEGEND w --- --- SUBDIVISION BOUNDARY LINE ° EXISTING DEED OR LOT LINE �� �, 16 15 J . . . . . . . . .. . . . • • • .• • • • DIMENSIONAL TIE LINE �/ o o - - CENTERLINE ��r ��,��o, s � 0::, o�C•//0 0 ' ^ r l I O N n U LOT LINE r p 0/ / \� 8, .S r 1 rn I� W Or' `�o o,, I !�I Y� c� � OMO O ZERO LOT LINE 30� yirr 1• Z co tD z ��/r/ 3�//// p0, rn S� �S6 �Ql a1 O --- --- SECTIONAL LINE /<� OoO�i/r�yQ1 31 �OOiir/ goo, 09 0` �♦ i 3 cii --------------- PUBLIC UTILTIY,IRRIGATION&DRAINAGE EASEMENT 50 ?oo�/ /�) p �/� pp, ^ L•� U) u p o <� /° �� 00��/r' 32 OOi�r� �0 29 �� m .N. 0° FOUND 518"REBAR/CAP PLS 14221Lij W o FOUND 112"REBAR/CAP PLS 14221 / 0,�\ '9 F �� o'` ��Or r pp0ir/p°� Sys CO i z / pr 'G\ \� \ 33 c0 O• SET 518"REBAR/CAP PLS 11574 , l°\ so to6 O ss �?oo r/r ///r ��D, / �\�� W 0.pi v\ ` ., �' \ R�r r r , �Fs9� 11 00 • SET 112"REBAR/CAP PLS 11574 0, O, \ R6 s ss \ 6 .9, \ LJ 30�r l2\ 9 0. (n 0 CALCULATED POINT / r0 �? 12 r\ ♦F F oo,� /r/ �y J oo\\ 'r, �'0 9y C �00/ , 35 \ r rJ� W /0/�\`\ s9,, 00� • r� O \ 0., / vi r d r ^tea' orf57 POB POINT OF BEGINNING 3g�/ 'G�\\\\ �y moo, 6' �?�� �/ ,' n>0//,' 65/,r �. I W // ro\ \ 13 r /; ♦ F Oo,\r ,/ op�r rr 36 oo /r \> w 1 LOT NUMBER 33/ rub\`\ C Rpi r `�i V /Q��,/ O O STORM DRAIN EASEMENT 3 i p /, y L5 ♦ o`� ' a6 ' 37 / / ti' > ` �' I O O O pG)� </ �� 14 rO`\\\ r'0 i �' S r'r' r/r'ti0 r'/ \'Sr ��� H \ \INST. NO. o v o 0 F cS� _ /0/�\\\ r9,, O\ \ r g• �° t C13���r rr/i /r rr �5(9, Q Q o_ o_ �1 �,�0py 0 38 �, �1 \, 4 15 d0 /rp / p, Af F\ r r0.6 r / y , /r13 �\SS �` O O 00// �s9�\\ oo /r�gp y pOr^\ \ v r� w 30i3 F GG\\\ / 3� \ ♦� \ rr%,ynj0 39 ,rr.�� '/ rO 16 t\ \ r'` D� O / Op r �s9 BLOCK 13�pO\`v''�0 T, 3x �) 0 r \ \ \p 1 • / r ��'00, / / �. `0 0 / \ O. to r 40 / �� �5s,, •�� �� /' 'S r' jP ' S q] U) / 3 S't°\ \ 17 t r 0 op5 �J 5 l y \ \ ° J \ b 60���/ ,' v, r / �0 rr sr� 29 0� rn`\\\ Oo /' p0 °p5 0 `�1 Ool 0 / `\\tom 45 `\ t< o 9 ��A r//ropy 41 p��r 0y0 9''6, ` w \\rfl,, \ r� �' J �/ r 0.6 �Oi ti F n Q Op0 2 S9�\\\ o, of 0/r \\'G� \ \ \ 9 ui S 60y / �j , 6S Q z O �i' F10 18 �`\`\ 1 3 1\\\10 \\\� \\✓�, �^ L� 6,°3 , l� /r 80' z w � t 1\ \ r'0 y 0 n \ Q \`�v 46 1� \ 4/ I <\ ro 0 0 0�5 �p0� \s9 \ 6303 42 9 gp3 , o �� U BLOCK 11 a Q w Dclop�y �0 1�\\r� A o,� 5 �' \\ \ \'z \\\ \ r� !� S6, �0 \ z g o �>� 9, �� 19 r J r ` y \ \� 47 \ \✓ \` Cl I 3 h u z o \s O p 0 i\ \ \ s9 \ \rs \\�� 9 • IOC tiL U O �0 p \s, o �'00 ��0/ \\\\� \ \ \\\\9� > �Cl RM. '2 L �j0 �` Lu < n o 2 ♦ t� cP 20 o, 3 i r \ \10 N 0 w z N 85 24'01" c j s'v,° s' \9� r, y \ \rv, 48 \\\tom \ \ ��G20 C9 0 : w 171.21' • 9" i p z , ♦�F cPy� rr, \a 3 per \ \'G \ Lij \oo, ,� C8 U \ r \ \9,, \ N. � . i/�' \oo FS o,�♦?f� �Cll ti 3,� \\\Ft f `\\\GL \\\ Lti 59 J: • F C] Opr^�\ \\\�s949 \\\✓s \ �61 •t�� �� �� O Q w vP •�• C7 N.r \ \'G \ \ \Op r> ! i/ N 8,ro „ 21, v11• `� I a' L� //� / \o \� \ \ , p 9 C2 24 01 W 171. 8 /rLL- '�� 58 /rrrryy�� r i C6 o EIGHT MILE CREEK 6 ` 43 9 o N A / r 00 �� C C5 2A <<c>� `\\1ns 51 \1s \ u 3 / Oos 57 / /tip' 6' ��28 G� \ \ \ \m \ `'O 5 / 9 1 ti U r r� ,'r / / C26 `\ \'L \ \� \\\o, L3 s'8., ` 00 S POB LL. / 6 6 . r r� r 0 / /o° I I- \ \ \ 52 `\\�1r \ 3�' ,S1 8S� 6D0s 3� 3h oo, •. ,.a w E 0 20 < , .b� / /tio' I I� \ \a `\ \s .r � ti /` ) O�g, � 44 � O �`. r f° 56 /. I Ip \ \ \ \9,, o, \ \o, / �0 �J !� ,I/ SO 00 IN \ \Q ` ` �� g �� DESIGNED: C. GRAHAM ,'� 1 \� 53 \\ \ J \ 3 ' '�, I , may, L I UJ 0 g FS, `� �e / I W \\ \Q \ \1S \ /� \ I S6'� p 69 O , l 1= \ - \ 6 r, / Li �' �s`� ti / /� I l00 \ \ u DRAWN: C. GRAHAM oti 55 I l0 54 /O1 cn S \ �F6 IF%J l l�' �� \\ \~�' \> °�`� O1 06" I CHECKED: C. GRAHAM w F�°'� FO, `J l I i z BLOCK 11 \\\Q /6ti5 /�(k0 N 59 s� N Oq\ ( �4.05' �3 �TMP) \\\\ ti• / 6Oo N �1�9 APPROVED: C. GRAHAM Z ��` •�"`� 3'(TYP) I I \ \✓��C23 ICI\'•. !p / 6J,� ` o .5,�` �M \cz��,_ -' / CURVE TABLE LINE TABLE C25 CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH LINE BEARING DISTANCE �I o o PREPARED FOR: D Cl 53.25' 2402423" 125.00' N 73011'50"W 52.84' Ti-S 43058'30"E 18.49' INC •o 0O C10 / 0/ C2 100.03' 45°50'58" 125.00' S71°40'30"W 9Z38' L2 S68°40'31"E 10.86' �� �Ln MOVADO DEV LLC ` 59 C3 247.11' 76031'50" 185.00' S 87000'56"W 229.14' L3 N 46001'30"E 7.75' �n W C4 282.60' 29402329" 55.00' S 53049'l 1"W 59.59' L4 N 11°2847"W 13.97' 4 8 2 4 W FAIRVIEW AVE C5 111.96' 87016'30" 73.50' N 8703644"W 101.44' L5 N 8703644"W l Z 94' BOISE, ID 83706 W C6 76.16' 87016'30" 50.00' N 8703644"W 69.01' L6 S 02023'16"W 18.82' z C3 C7 40.37' 87016'30" 26.50' N 8703644"W 36.57' L7 S 35016'51"W 40.00' Q y C9 132.04' 45050'58" 165.00' S 71°40'30"W 128.54' L8 S 41°14'59"E 40.00' C8 70.29' 2402423" 165.00' N 73011'50"W 69.76' L9 N 41°14'59"W 40.00' CIO 193,68' 76031'50" 145.00' S 87000'56"W 179.60' L10 S 0403559"W 40.00' \ Cll 18.25' 39°27'12" 26.50' S 6802837"W 17.89' Lll S 0403559"W 40.00' J C12 22.12' 47049'18" 26.50' N 67053'09"W 21.48' L12 S 29000'22"W 40.00' N \ C13 27.29' 2802527" 55.00' N 79009'50"W 2ZO1' L13 N 29°09'56"E 39.76' Y C14 34.61' 36003'30" 55.00' N 46055'21"W 34.05' O \ C15 27.34' 28029'08" 55.00' N 14039'02"W 27.06' � C16 20.93' 21°4T59" 55.00' N 10029'31"E 20.80' \ C17 172.43" 179°37'25" 55.00' N 68°47'47"W 110.00' 0) � C18 41.69' 14028'38" 165.00' S 87021'40"W 41.58' y N \ C19 37.55' 13002'22" 165.00' S 73036'10"W 37.47' J C20 34.86' 12006'19" 165.00' S 61001'49"W 34.80' 00 > \ C21 17.93' 6013'39" 165.00' S 51°51'50"W 17.92' i O 0 U C22 9.38' 7018'57" 73.50' N 5202429"E 9.38' z C23 45.13' 17050'05" 145.00' S 57040'03"W 44.95' I -• WO C24 27.60' 21030'58" 73.50' N 6604927"E 2Z44' O z C25 81.62' 32015'12" 145.00' S 8204242"W 80.55' Q N C26 27.50' 21°26'O8" 73.50' N 88018'00"E 27.34' I z C27 66.92' 2602633" 145.00' N 6705626"W 66.33' r , W C28 28.11' 21°5448" 73.50' S 70°Ol'33"E 27.94' U O 0 W O C29 19.36' 15°05'39" 73.50' S 51°31'l9"E 19.31' I � w a_ 114 CORNER i V I LJJ Ld SECTION 21122 (% CP&F 114011299� z > O Q Q U J w s �, 2030 S. WASHINGTON AVE. O cZ) O J z ��, 115 4 �, EMMETT, ID 83617 Q �,9/1�/zo� ~ O ; z � SCALE / OF �. / (208) 398-8104 Oz O i so 0 30 so 120 OFF BEAG�'�' FAX (208) 398-8105 Q 2 5d (FEET) Lcn�SuNeyir�q DLO WWW.SAWTOOTHLS.COM cn p O 1 INCH= 60 FT � 5 w SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: G U) 2 OF 4 912020 WFJ JB 19428 19428-FP J �..0 U in- 0 N 10 O N CSW PROJECT NO. 20004 DRAWING DATE 09/16/2020 O O ■ m T �0���,VGLd ENSFO O 00Oo ` 16970 9-10-20 s v \ \ �p, F OF U) J, \ \ 0 30 60 120 180 !w T T 0 `D.�\ SCALE: 1" = 60' J i \ \ >I w tD LL. \ � C]N � o .0) Q) 00 (y) p \ \ Z 00 'o Z \ \ TOF Teo OJ` U Lu (n \J�\ pCLn U O co E W S \ \ \ ro a_ \ \ p ro w Q \ M \0� 0 00 °' r- � \ �\ Qf O / N w 41 \ / / / \ \ \ Lu 0 0 0 Q,O�J CONNECT TO EXISTING // 30 / �^ \ \ < a o 0 8" WATER MAIN / /// \ o�\oJ`` ♦ r i rn CD CD 31 CONNECT TO EXISTING Q\ 8" SEWER MAIN SO / / 32 o / o� �� /�\ ip < / / 33 / / Tobi Z �`' RETAIN AND PROTECT EXISTING SEEPAGE \ ` //j 34 �o� e� Cq o BED DURING CONSTRUCTION. CONTRACTOR 12 \ �S u / / / BLOCK 11 0� 0� tiq z w f << IS RESPONSIBLE FOR REPAIR AND OR \ s / / 3 5 // \ \ ` < o o- Lu > w ♦ REPLACEMENT IF FACILITY IS DAMAGED. / / // / /� a Q 0 z 14 \\ �� � // 37 / / �^ T\ \ 9 o N o a z \ \ / 15 o s / \ \ / r5� /// 39 \ \ z 16 B o </ LOCK SEWER LINE 'B' r8 S �/` / / 40 1 7 � SEE SHEET C5.0 S / / // / / 41 / o m m > N o CONNECT TO EXISTING \\ / �� /� \ \\ 46 \ / / / of 9� \ ♦ m m m Lu 0 8" WATER MAIN // 1 8 \\\ ono Of \\\ ��P �<\ \\\ 4 7 \\\ \ = 4 ✓/ I DESIGNED: C. GRAHAM O \ >v \ \ \\ \\ \ �3�� 43 DRAWN: C. GRAHAM \ 19 \ \ \ PI — �i� c.o. � PI CONNECT TO EXISTING f 20 \ / �� �"\\ \\\48 \\\ j� oo� �t� _ m CHECKED: C. GRAHAM 8" SEWER MAIN D. J,o \ r55 \ \ \\ o —EGEG 2 �'o /\<\ \\\ 49 \\\ �� EG EG —,&j� - - �� EXISTING NMID PRESSURE APPROVED: C. GRAHAM \ \ IRRIGATION PUMP STATION AND z / p \ \ \\ \\\ / �e TB moo O� —C INTAKE STRUCTURE. LOT 44 BLOCK O ' // SS LL /�� \ \ 50 \\ �� — o' �TB - - c� 11 TO BE DEEDED TO NMID. m I m 9 \\ \ \ \\ I _ / � 8"w \ \ \ / � el „\� �a� �o� ro Fc� \ °i ��'\ �� PREPARED FOR: 0p roF / 59 // — �� SEWER LINE 'A' \\ \ / \ el E �FG MOVADO DEV LLC or� e� r Fc // //j/ /// / \\\ SEE SHEET C5.0 \\\�/Q� �� , �� �� ♦ Fc� eX co 4824 W FAIRVIEW AVE 58 /// \ 52 BOISE ID 83706 / / \\ \\\ BLOCK I I a ro �A / // �� \�\ 53 \\\ \� F.�' '�o c Fc� 44 \ e 57 /�/ �\� \\\\ \�\,/ �� �� i�vs�,p�, \ e� ♦ re Fc\ e \ \ T 54 0 �'N' 56 I I 55 �u 'V ���`� \ \ cn ♦ re P �� roF �FG\ \ I �\ O z z .. Q c c o r EG / rem (\FG� / O z z J TB INSTALL GRAVEL ACCESS TO EXISTING PUMP STATION AND Fc CL w U Q -(oE INTAKE STRUCTURE g� roF \ O � ��A� INSTALL GRAVEL ACCESS ROAD. a� roF TgG d �[ a_ SEE DETAIL 3 SHEET C8.0 EG— o (n Lu J w �o� e� FG I Ln \ a z / D cn roF roF w O 0 Q W U w ce F( co 3 : � (ifa O D O U w ILL I p J O > Q a Lu L Ice wQ z CL w 0 mm I w r Q > LLJ Y m o' w > Sri O 00 ~ o wU V O a: C N a ~ C w w U C m I c J >_ a w w U a (Z o w 04 N mm CSW PROJECT NO. 20004 � � 00 °o w I DRAWING DATE 09/10/2020 CD O Ll C/ O 0 O a / C2mO w °�� m R R o�`� GE SF� 0 SLOPE LOT PER PLAN 16970 5' SIDEWALK 9-10-20 v I PAD ELEVATED 4" ABOVE I � OOFOF\OP�O Q� X BACK OF SIDEWALK � �iNNE M G�P � cn - - - - _ ` J T " N �����\\�\�/\�/\�/\ 0 20 40 80 120 w ��\\\i�\\,�\\ \ �� SCALE: 1" = 40' _w � E 0 TYPICAL LOT GRADING DETAIL 1 �66�. \\\ ` � �� o rr11 fn � M � SCALE: NOT TO SCALE RD 1 . \ � �.I N z o \\ \ ABBREVIATIONS o o 0' rn O M \ �` \ CL CENTERLINE U w .. � \ ` EG EXISTING GROUND '~ � U 00 g . ®® � � FFE FINISHED FLOOR ELEVATION oN w \ ` FG FINISHED GRADE co ro FL FLOW LINE oro w \ \ 2668.39' \ ` HP HIGH POINT 00 0, \ FG `� ME MATCH EXISTING / _ \ TOP ,�,, RIM RIM ELEVATION , V) - 2672.37' 9 OF TRC TOP BACK OF ROLLED CURB � o 2668.55' l 'L� TVC TOP BACK OF VERTICAL CURB o \ 66> FG ASPHALTTOA TOP OF w \�\ `q(iCy TOC TOP OF CONCRETE � � M \ 2668.71' ` ` 09iL O O ~ \ 30 FG TOP 9� 0 0 O 2672.51'` a o_ o / FG 2668.87' \J�� / �C `♦ 2667.06' 1 Fc \ �\ \ GRADING NOTES o 0 z `� 1 ■ `�� TOP` 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL o 0 / FG B' FG 32 2669.03' 2672.66 ` AND EPA NPDES PERMITS PRIOR TO STARTING WORK. g / EXISTING SEEPAGE BED 2666 g�' 2ss7.22' �� FGlak ` 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE ~ \ 6$ �♦ \Ln FG 2669.27' \ `�� ` �� RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. a ;;z zz o sO 33 Fc \ ` ` 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH z w - 2667.38' BLOCK 1 1 \ 0 CL > CD FG / CLASS B COMPACTION AND FOLLOW THE RECOMMENDATIONS OF THE w w / 2667g7 11 ♦` O� 2669.54' TOP, GEOTECHNICAL REPORT. a v FG FG \ 2673.08' N g o P�,�� 2s6j�� \ 2667.54' 34 \ v1� \ 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING o z a- 0 cn 2669.82' ` GRADE 2 FROM PROPERTY BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO LD o z �� 28G \ 1 2 FG ®® FG \ O�8� PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. o 0 / \ \ FGN11 Q _ 12 \ <o^ \\ 2667 fig, \ 2667.70' 3 5 \� TOP 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS z \ FG 2670.11' ' AND DRIVE AISLES SHALL BE EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE w � \ � FG � 13 \� \ \ FG 2673.13 � 0 26 36 \ COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. � \ 675g• / \ FG \ zo 2666 9�r \ 2667.86' 1-01, \IN, 2670.31' \O� 9" 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE Q o \ Co FG _ / 3 7 FG �� PREPPED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE PREPPED oz o ° `a FG 14 s \ SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT LL_ \ �� 26674 26 FG \� FG 2670.50'\ ` TOP' GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. w N 0 \ / 6j20' 2668.02' FG FG 2673.39' Cl � �o� 266 G666�8. 2668.20' 38 `� � ` 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR DESIGNED: C. GRAHAM � m ry�o FG 15 / \ ` GENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM O \ ® 266j21, I� 266 FG \\ s 2670.69' 0 ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL DRAWN: C. GRAHAM L �02' \ a Go FG FG MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND cn \ 2666.g r / \ 39 `9 SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER CHECKED: C. GRAHAM w s FG s' N 2668.31' \-16 TOP TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. \� FG \\16 266j 266 FG y o 68 2670.90' 2673.65' APPROVED: C. GRAHAM 02• \ 6.gs. A. FG � J� 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST O \ \\ 2666 FG \ OF REMOVING THE TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR FG 17 FG� 4p. /���� 2s FG 2668.68' ��\ STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PREPARED FOR: 0 2666E BLOCK 1 3 5� 66 6g, �j 41 \ PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN 0 3' F, 46 00 FG o \ \ APPROVED LOCATION. MOVADO DEV LLC 266 ► �' / ,26 2sss.os' / 4824 W FAIRVIEW AVE �`rA \ FG 6211 �P Fc_ - / FG s�44 �N s FG ti66� 2669. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN BOISE, ID 83706 O� 18 / F. 2E6g5�• \ 47 / 4 08 \ MATERIALS CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND Q �� Fc 2666 / p 266s.1s' ti6 _ ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE OGG 2664gs. 2666 F / 266717' �66'I ate°. 26 FG - 3 BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING 9 F 0 266 c FG 68 AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE J 6P B° 1 9 G / 634' 48 \ C.O. 2669.31' _ l6 CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. J °LSO 20 2666 / BLOCK 1 1 26 _ _ - _ _ 2667 - _ s� N C.O. I� 6j0�' - - 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR _ 2gg4 soh 266583! 2666»G FG \ SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND OTHER FOREIGN MATERIALS 0 ��6 \ c 49 // EG EG - EG 2666 - _ _ \ \ FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. � 1 / 26668 / i2E EG. - -=�____ ____ - -_- - - - - �- �� ______ 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD c R 26 FG FG / �18 6 ___ __=T?s - - FG� ^\\ QUALITY CONTROL OF ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL ■ J I\ �.`� a \ ss•oo' 50 i/ / � ��G � _� _ - -__- ss F�-____=L:�s = � , � � �� 6 / F� � \ SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION O - ti6 2 // / / %_--__- __- - - - - ��• \��� �F\\�\ \ 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF O \\ FG FG F 666.67' / - 2665 EGi ��j�i _ ___Z ___ I C�\\�\ z /� - _ _-_ _ - - \ \ BOISE FOR REVIEW. \\ \ FG - 2665E3, G ig4'/ i%� \ 0 59 yti 51 �j/�i/ /// - - - - - ��\\\\\\� \ - l� � �� \\\\\\\ � \ 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL 7 \ `�' ti`O 26 /f \ \ \ G BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF OF ~ Z 6 66 �/ / i \ \\\\\\ or� \� \ �� �� "� 266 FG F g0. 6 /665.93, / / // i \\ - - - - - - - - - ��\\ \\��\\\�T�F SITE. U O \ \ \ Co 6� 5'6E' /r ZD Z � F \\ F . 58 �o g a o,a 52/ 0 2 / / // �d' _ O �C Q G \ g `ti k / \ `L / / / \ - \ \\\\ \ \\\\\\\\� 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT � Ln W J w \ \�\ ��b' 6g� FG ro6y 2666 cc / 266g 33 26 EG / // / / \ / / ~ �\ \\\\\\�\\\\�\\\�� PREPARED BY STRATA. DATED APRIL 19, 2016, PROJECT N0. B015477B. 266° ss?s' Ln > \�� lb'� �� 2666�s' z �\ 66 \ ti�O6y 5 7 �' (if \\� �� \ 2666.02' / fc / \\ \\\ \\ ,\\ 5 4 FG 266 I 1 / ILL 5 5 5 2663. 6 266`' \ \, 9� F 2665 66�. \ 2 �ti/F,��i , > \ el, �°` \ FG �r F, 2664 fc, /� , / / I - I z 0 \ \\\\\��`G 4(, \ \ 66h \ �s' Lu \ vi o \ \\\\\ ��� �\ yh \� � G 266 c_ i Ld lb F(, 2ss \\ \ �\\� rLlro-. \ EG EG f EG s / i / / w CN N - - - ®� ��� Zzz i��i/ / / / CSW PROJECT NO. 20004 DRAWING DATE 09/10/2020 CL 0 ///\\ / � \ - - - ^ - CIO KEYNOTES \ ° �S�OwaL F Ld I_ p�� GENsFp 1D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 G 0 20 40 80 120 o FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. �'° �o� 16970 2O INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH ra0� ` °a , 9-10-20 HORIZONTAL SCALE: 1 = 40 cr p � TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE a v CONCRETE AND COLORED "TRAFFIC YELLOW". VERTICAL SCALE: 1" = 5' ° FOF�O Q ��' � O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 2 \ �°'� 3 \ ° 6 v ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE °°a 6 \ CL oL ° 6" THICK AT DRIVE APPROACH. a I \ 2667 o \ \ LIB y O5 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. a ���, \ LG f V 6'tg3r \2667.27' `-w LL J Lu > OG•1.71% 6�1' �G \ r-11f-n o w0 ��5 ° 61 zw cry O to z tc,�P 5 O / a Uw � .. (n ° \ oC - U 0 g 2 co E N or� a `. w fo w N o fo ui INTERSECTION DETAIL °° °' SCALE: 1"=20' w a_ x w O O (V (V 29 O O O a o 0 o n rn N 0 o ?s6�ss % O 66°c�oxo 1 a o ti 1 a_ nn( �c 1 0 u Q °x 0 41 ?s ss 5 9 s �j o CL > c) z BLOCK 11 40 °? BLOCK 13 0 3 8 3 9 1 \ °w < 120 EXISTING SEEPAGE BED 1 co B 3 0 u N g N J � 37 � , cs.o o Z w z 36 �� N 5 8 ?ss xs� �G 19 18 17 16 1 5 14 13 1 2 1 1 I o m z N 3 0 31 3 2 3 3 34 3 5 ��� �`O� s'� ,> 1 W o �o� ���, N �, ♦ �66 pox ��������; 0 31 u- L` �m 0 BLOCK 1 1 O o + N 00' 5 G G ,A 'r' r1 N N 06 co Zt Z oo of oo co G G a6+ k O 170 > o .°O. oco N N 66y' ryk �° ° �` /-.t�qL 0 > o O °9 ? ' ' ao N fN ro 0 429 57 yy Ge s X �6 '�� 6hxh �g x� 0 � /ra` Gj°' 6> O �0 5 6 O6' 6'° 66,) 8° 6) °° E, ° �� coTff, x 1 — ro 6 �tl. 0 �, �60 ti 0 x lb 66ro��x I 32 ; N 6' ? 2 6' ? 9E 9 $ . O 00 �0 '. ti6 T `Lr° x 6 x rO x� �rO `1' O CPch s ° � o N s , �6 `� �� I 2 Lu O �, o D 6g9 �G co",, 12+00 - �- 13+00 14+00 3 I ®® DESIGNED: C. GRAHAM ch O O 1f+00 p m W�Y—Q1412+00 4 6e O G 11'� y0 r oo O �_ + + —\o— - L 0 G S DEFIO WAY 2 M 0 m O E MATISSE STREET O 33 DRAWN: C. GRAHAM x`L�` �� I 2 I CHECKED: C. GRAHAM P �+ � s o 56 �,'`��o APPROVED: C. GRAHAM w tt� tt� 9 �,�x x hrO x x�` h� x1 1� x6� �� O D �1,s6` �� 6ra• ��j ra. ��j 6 S ra• kx ,�O(L666 �° �6— (LO' _ 3 *?��\\�O xR1°�O w^ O �,y��'o F' ti ti� ti� ty6 ti6 tib 66 0rO '� 66 66 661 // O° 34 j ti �o � �G I sue° o0, �N' ^ , ti ti ^ � ti ti ry �'�oX���G PREPARED FOR: �ExISTING °x�°�o� " 5 �'x '�, N ^ 5 5 " ..°`�,`''o� MOVADO DEV LLC 6�. ss'° `' N ti� I 4824 W FAIRVIEW AVE w SEEPAGE BED 12 tib I s�,� �v �G <"� I 35 BOISE ID 83706 i GRADE z cd 53 52 51 50 49 48 47 BREAK Q 46 I "' � 54 � 13 "' 46 �,� BLOCK 11 36 Y � 0 w e, \ I w c J Q W O w z zLi- H �J v 2675 2675 O ---- 2675 oo N + — z � 0 -------------------------------------- U (D W 00 ----------- N c0 L_ 4 OM + ± t0O 400 O IIN - N N -- Q w ----------------------------------- + W + I-H + M z ---- II N O - Q II -------- N W p U II O - -------------------------------- ---- 0 co II N 0 < � M FINISHED GRADE N W -z • 0)U II N Q II o a u U ---- ----- N W a -------- 50 �o o a'a N w oC Ln Lu oC w 2670 N W H J _ > S LOU 50_ a a s 2670 2670 N o N w o CC a �m >-a a c� 2670 G -------------------------------------------------------------------------------- CL a-- z _ z -----1.42% � J U FINISHED GRADE cn0.50% --- N W Z--------------------------------------------------------------------------------------------------- O > 0.50% o It It w - - - - - -- - - -`°oM� a am 0.50% - z — - - - - - - - - - - - - --- - - - " U m � z �iotoco --------- ------------------- ---------------------------------------------------- -- ---------------- -------------------- --------------------- _— - - — ,---- 2665 +QN N 2665 2665 - - - - - - - - - - - - - - 2.00% ^ 2665 J ~ - 1 11 - - - - - - - - - - 00D II -o_W - - - - - -,- -_-_- - II - - co LL V Z —L I-O �� dN o_ W OM - Nco - II � EXISTING GROUND to o rn r-c`no "� EXISTING GROUND a W O O ; w _ ----------- ------ ------ 10 -------- ------------------ +N-------------------------- ----------------- ------------------- ----------------------------------------- w ---- --------- w F- O+ C)N O Lu - z 0 2660 ^ ^ ^ 2660 2660 m J a Lu id o_ 2660 Q ^ ^ ^ W n 0 U N U M Ip N O 00 --------- -------------------- ---------------------------------------------------------------------------------- \ V cf) Y td W � to 0 � to to to o6 w to to to to to to 0 0 0 0 to toto to to to to to to to to to to to O N N N N N N N N N N N N V) � 10+00 10+50 11+00 11+50 12+00 12+50 ------------------- -------------------- ------------------------------------------------------------- --------- cn 2655 2655 S. DEFIO WAY PLAN AND PROFILE N pp N M CO N n � N Of O O N O rn t` O M r, n T N 4 N to to to to t0 to t0 to 0 0 h ' t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 O O to to t0 t0 t0 t0 LL N STA. 1 0+00 TO 1 3+00 N N N N N N N N N N N N N N N N N N N N O N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 CSW PROJECT NO. 20004 DRAWING DATE 09/10/2020 E. MATISSE STREET PLAN AND PROFILE o STA. 10+00 TO 1 5+00 C4mO m ES 0 20 40 80 120 Q��� �►� o NOTES KEYNOTES 16970 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE 1 POTABLE/NON- UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 9-10-20 0 / HORIZONTAL SCALE: 1" = 40' cP p ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. O v 0 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: 1" = 5' OF o��� FO�P.ZQ 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER NEco M.G ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. Ln J 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. 'n u# 0 J Y 0 Ld W I- o J / D L U W � L1 N u' � (n ,l z 00 ° r, = rn U wi � c O� H U p m E w w O z 00 w U cn 0' w w _ — j — — TOP I N O O o TOP I I < 0 0 SSCO TOP TOP TOP 4" SEWER SERVICE o I o 0 w 41 59 STA=10+10.57 BLOCK 1 3 � TOE 40 LENGTH=29.00' 2 �^ 20 19 18 z TOE O 39 w -0 17 16 15 14 13 O 0 3 8 c� � INV=2659.68' O 1 2 1 1 a_ 70 SSCO-2 0 n -� I a_ � BLOCK 1 1 37 w U)(0 oo I G U U W w U U W W N �^ N OfN. OfN. > > > ~ 36 Of U N 00 4" SEWER SERVICE cn O > > > > ; v U v 1 2 w w �`' > - 0i 0' 00 STA=10+44.57 w� o w� o XN o Of�o Of V)o �,nb ���b >�- a w 30 31 32 33 34 35 U 0-- ;tea, 0- NO — Vi 58 o- o- Wino- waoo^ wry o cn o O > 0 v w � o �- w0o � II cfl LENGTH=29.00 D N �iri NU)04LO NF' Nr Nri040) � N � who- waoo- woo- I I cn W 0_cp� U) O � 0 0 2 (0 < (O � 0ckfj)f N M N M cV L N N z W o �� � � w + ICI co w+ � o'� �t m 0 U NN � O �O- � OrM � O) � W + II c00 W + ICI O W + II cfl W + II c0 W + II TLu w � N INV=2659.85' Do 3� = co �� = co 3N = co 3N = uJ 3�� = c0 3�"� = co M co w + CI CO I O a > Z W > OI\ 00 W� � WOE W 01 (0 II NONZ II w U w W W W W �O �} (Yln � NNN� (n M (C) 00 - II II W > w� ~ N W� HN W� HN W� H � 2cD ?i� 2c0 U U U U WN N 0 2 c� N ui 04 W� HN W� H a (n z O _ _ U �" � O, O aoco 0) (0 z g > > > cn ao w + p co w — N z w J _ 4" SEWER SERVICE 2 cn II c� II cn II c� II N II c� II cn II c� II (n II ca II (n II ca to II c� N N II � N S 2 u > > > � (O I� �N2CO N �� � M N U �F(nJ > �VIJ , It U) �NJ — �NJ — �NJ II �(nJ II �(nJ II 1 .' ` Q J O O O OO afOp OfO" 0-'O" 0'N � w� HN W + II W + II O Z d > Qz > QZ > QZ QZ woo- WOO- woo^ wo 0 o cV r� - II II w > STA=10+75.30 z z Z z z QZZ ' > w z w N �O" 0_O" M 0J N II H W H W H W Z H W Z H W H W H W H W /� N c� r" N �i rn N O o" Woo- woo_ w + II cn II c� 3 N = co = co LENGTH=28.76' (/� c0 c0 II W• Z W J Z cn N � I� nj N N 0i 04 � N 00 N = o Q z > w N N INV=2659.99' "� 2 2 0o c� o w 00 �� � � o-� � � �� o � r� N � wr- � N ~ wz (n II ca II V) II c� II O _ z W + II co w + II w + II (00 w + II (00 w + ICI cND w + N (n II c� II �(/) J — � iZ > ~ wz O rn 7r 2 2 2 2 2 2 N p O Q Q z 3o = co 3o = cD 30 = 0 3� = co 3� = cfl �— _ � ^ Ww > �v� li ? �cnJ — G. O 57 SSMH A-3 xo w (n U) W11— HN W� HN W� HN W� HN LLJ --t -i 98• 2 J N II c9 > cn Q Z II N Q Z (n II c� II II k6j V. - � w � w > ^ sw > ^ Qz > �Qz > NQz 1 �S: o ` �NJZ 'F(nJz It U) It U) sFNJZ �NJZ \ 4 �\G g �8 S 14° 8 W 8"W L� 2 2 2 2 2 2 2 13k00 SSMH C-8 �`'Ox°�< �P ' 3• —12+00 — — —13+00 E MATISSE STREET — — O 2 �'�� �0' p� <8"SS 14+00 SSMH A-5 �6 2 SSMH A-4 <8 SS p 8„W LL. g W, 0. 8 y 0 43 rn k ��`'�� � SO^j�• 11� o I I 2 w = N o _ S DEFIO WAY 16 8"W 2'0. �' ��(b' o�q� Lu 10+00 — r 11+00- — — 12 00 �' 1100, ��' ��O 2 2 2 2 SSCO-2 <8"SS -� zz G �v `P O� r`L S N co w o o w�n^ w N" - w r�. _ W M_ . W M o�t SS <8'SS �ul 56 y>��`,Zrr e c0" DESIGNED: C. GRAHAM Of SSMH C 7 c^ t^ r N c>o 0000 � o� o '`� Va000 o� o � 0000N Lgto W"�o00 1 Z?, �' �� , ^ �o o 'Of 0 rn o rn o rn o 0oi >'t >oo >lli 2 DRAWN: C. GRAHAM g 0� \r N (0 0) O >O >N >CD >O I� \ ^�/ lq w + N O LLI U) V) V) (D W O = N U) co �+ N� 04 O 04 oo `L ° vwi N N II co N + II c N + II co N + II + co N II w + w + N c0 n ao CHECKED: C. GRAHAM G / W 11 11 = N N = N wN N wN W II O > QZZ w II C- > W II c- > cJ) w r WtQ2_Z w II � > w 11 0 > II of� > II � > w 11 0 > it 0 II of 43 ui �� H II I APPROVED: C. GRAHAM ��' � �-j wNwZ w� wz w� wz_ �� izz LuU) wow �Qzz Qzz z0 2 SSMH A-5 rl N J V) U) _j U) J vwi N J N N J W N J w ci J N N 2 12 43 c, / 55 `� PREPARED FOR' F' SSMH C-7 o / MOVADO DEV LLC a_ r Fc A 54 53 52 51 50 49 48 47 46 4824 W FAIRVIEW AVE BOISE, ID 83706 � 2 46 � BLOCK 1 1 1 Q 1 3 2 �C� / PI PI PI P 2 6 J (n J 3 v U) Y O T w V J ^ LLI > ^ � � N 00 COD ^ O U W .Zi " 10 N 7Lu � 2675 " i° oMi L0 00 M^ co 0 c j 2675 2675 ^ 3. ^ 0 2675 z L J Lr) ---------------------- " ------------------------- O OLO �� N N 00N N N N Z ^N v vv & 06 LL N0 + O — — O ...� 00 ------ ------------------- ------------------------------------------------------------------ O Z 04 0K) 04 I OO � z O � N » > o r0) 't or) 't 't�n- II w ------00O rn II O ---- U+ = II II z z z N !s 't 't s 0 L6 �_ w O (6 Z O _ N > > m Q — — — -------------- - 't N------------- a0 N N (C1 - UJ ---------- -------------------- ---------------------------------------------------------------- 00 0) LO ZD O --- N + c° = II II z z vNivU) w 00 `n N---------------- ern_ co co N �c0 (D � N al + cn0 a_ I ON > > �Q � — — �O_ N II � 00NN NCDNN � (0 Q o n z z FINSHED GRADE cn _: N N M u II r�i II u > (� W 2670 U Q II _ _ cn cn o- a0 ro 2670 2670 ao 7 00 II °' uj z z O z z o =II N 11 z 2670 _ :^ � ? O al o+ � - - al + � - - FINSHED GRADE �� - --------- cncn Of 00 00 -------------------------- --------------- ------------------------- ---� ---- -- --------- ----- I rn N > > --------- = II j� z z z = p N z z z --------- -------------------- ------------------------ -------------------------------------- z ., ------ m Q I — u)u) o ao ----------- --------------------------- ----------------- z z af00 o' --------- -------------------- ---------------------------- ------------------------------------ ----- U m_ . . M. _ ^ 0 0 Q NN M: NN ^ " �� _ z ------- _ - - - - - - - - - -- - -- -- — m w -- - --_ - - 2665 ii 2665 2665 - - - - - - - ----- -- - - - - 2665 O ZD O -- -------------- ------- - ------ ----- z II EXISTING GROUND - ----------- ------ --------- -- ------------- 8" WATER MAIN - ---------------�------------------------------------- -- --------- ----------- -------------------- -------------------- ------------------------------------------------- - ----------------- - -------------------- -------------------- ------------------------------------------ EXISTING GROUND � II 8„ WATER MAIN CROSSING ----------------I--------------------------------------- - - - ----------- ------- O > I..I..I = I I CROSSING ---------- - - ------------------------------------------------------------------------------ --------- J 2660 2660 2660 2660 1 W ---------------- _ S=1.12% p=------------ --- ------ - -- -- ---- ------------- --------------------- L-187 --------------------------- - -------------------- -------------------- --------------------- ----- ----------- --------- -I ---------------- _------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- ------------ -- - --------- -------------------- ------------- ----- L-29 0 ------- g_1.10 ------------------- -------------------------------------- ------------------- ------------------------------------------------------------- ------------ ------------------------------------ -------------- --------------------------------- ----- -------------------- -- cn 2655 2655 2655 L=89' S=0.50% D=8 C 2655 C J REMOVE EXISTING CLEANOUT AND MAKE COMPATIBLE ---------------------- j CONNECTION TO EXISTING 8" SEWER MAIN _ REMOVE EXISTING CLEAN OUT AND MAKE w c� EX. 8" INV=2657.15' (FIELD VERIFY PRIOR TO „ L=48' ---------- ------------------- --------------------------------------------------------------------------------- - o CONSTRUCTION) COMPATIBLE CONNECTION TO EXISTING 8 S=0.50% N SEWER MAIN. EX. 8" INV=2654.20' (FIELD D=8„ VERIFY PRIOR TO CONSTRUCTION) ------------------------------ --------- -- ---- -------------------- ------------------- - - --------------- -------------------- ----- CSW PROJECT NO. 20004 � 2650 2650 2650 2650 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 DRAWING DATE 09/10/2020 SEWER LINE 'C' PLAN AND PROFILE SEWER LINE 'A' PLAN AND PROFILE @ STA. 10+00 TO 1 3+50 STA. 10+00 TO 14+50 C5m0 ,VO VAL m ' \ M To � NSFp l ®® & N`' \ 16970 9-10-20 Q , �\� OO,A�NTFOF\OU) �P�P� 0 J \ 0 20 40 80 120 !w N / MQf V 0 ` 1 30 T SCALE: 1" 40' i CONNECT TO EXISTING OF _ / 8" WATER MAIN g w 01 a J ` � 31 ♦ � o •� � > v7 0 9 0 N N o0 ♦� 3 C]N M o �`9 3 2 \ /4 z w o z ,�'`� ToO \ F,I,eq rn � O��i Lc 6 33 \ cgti oc o @) o � OGL 7 \ q� co E ro .. BLOCK 1 1ro \ o z �. 9 3 3 4 \ °° u, w 12 8 / \ 9 35 110(10 \ , ♦ 13 Ld \ 3 36 \ x ui ♦ p \ 9 ♦♦♦ / O�� / \ \ \ 0 0 A** \�5\ 9 f 0 0 �J 14 p 3 7 0 J� s F,�/ g 8 \ o o o Q0 / OAS��C 3 \ �i rn Q, 9 2 9 \ 0 0 BLOCK 13 1 5 3 r QJG AL 38 TOA z ® ® 10 s O 0 p h� 9 z 39 s 16 L w w 3 5 40 0 Q w o \ 3 9 ��� 9 78 SS Q` o w w 17 �� f 16LF 8" PVC 41 � N z o 46 S� P, s o Z LD o oN z CONNECT TO EXISTING 18 4 F� t16LF 6" PVC °ice Of m 8" WATER MAIN / 3 < a f 13LF 6" PVC 4 7 3 4 2 z w ~ 9 3 2 Q` 43 9 C.O. 0 19 4 48 PI z 20 10 PI 0 9 QJG 4 EG o rGj 8s 5 5 Loo 3 49 G EG EG > N F E EG � ��1 0 d',o ��'`�/ 9 P EG 3 _ DESIGNED: C. GRAHAM O � `r /- y 50 G - - � _ _ DRAWN: C. GRAHAM cn w 9 f32LF 8" PVC BLOCK 1 1 / \ CHECKED: C. GRAHAM 51 5 9 APPROVED: C. GRAHAM � A� 5 s 3 z 9 Q` o 58 3 52 \ PREPARED FOR: g 3 L MOVADO DEV LLC 9 a_ 5 3 �G ���. A 4824 W FAIRVIEW AVE \v� / BOISE, ID 83706 z 57 Q` 5 / Fc �G WATER NOTES J \ N \ 55 54 / 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE � ` Ai 56 / MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. F 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. c/) / 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. J d Q w \ P 4. COVER OVER WATER MAIN SHALL BE 4 FEET. z 7 o O L z, \ 5. EXTEND WATER SERVICE PIGTAILS 10 FEET BEYOND COMMON DRIVES.\ 7 FG I / z Q Ld G � O 0 ` EG � DC z or�w KEYNOTES W Q OREMOVE EXISTING 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. MAKE z COMPATIBLE CONNECTION TO EXISTING WATER MAIN. O Q z U Q W w O INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET m 3 Z) METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. O O Q z O3 INSTALL DOUBLE 1" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET LL Ln C METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. O ® 8x6 TEE (MJxFLG) z 0 O �j 6" GATE VALVE (FLGxMJ) C 6" WATER MAIN (LENGTH PER PLAN) ' Qcn G FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. \ Y W vi (if O5 45' ELBOW (MJxMJ) V) O w I- © 8x8 TEE (FLGxFLG) 2 c J O7 8" GATE VALVE (FLGxMJ) W v ® POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 0 N o Og POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET CO.1. n1 CSW PROJECT NO. 20004 = 10 8" GATE VALVE (MJxFLG) DRAWING DATE 09/10/2020 8"x6" REDUCER (FLGxMJ) 0 C6mO S E m \ a_ 16970 9-10-20 EXISTING TYPE II \ q �O U STREET LIGHT \ \ O TFOF�OP .ZP U /U \ V) / o ; 30 J \ \ w o c/) / 31 \ > i U STORM DRAIN r 1 fn o wo / SEEPAGE BED % 32 u La O � Cc:' \ � . a) 't O i �Q U 3 � ���� F'cj0 3 3 Qc o u o Ua � 5� �y� m E ��O / 1 1 ro BLOCK 1 1 \ Z LPL EXISTING TYPE II i i 34 00 STREET LIGHT / EXISTING TYPE II 12 \ . STREET LIGHT / 35 cn 13 36 w / 0 0 p 37 w o 0 14 \ o o o z \ / BLOCK 13 1 J'Q 38 29 \ o w 5 �,<• \ z z \ /O g A C) �/ is 39 \ _ F 16 F`� 40 0 CL > P L w 17 / <<, 41 N zg 0 U J 46 w z o N o 0 Z \ 18 Of 0 N / 47 42 Q w a 1 43 Z LL- w O 19 48 0 20 � / o LL. 49 > N Lu O� 50 DESIGNED: C. GRAHAM O — DRAWN: C. GRAHAM Li cf) BLOCK 1 1 / \ CHECKED: C. GRAHAM Ld 59 — 51 \ APPROVED: C. GRAHAM o C) 58 52 / � / � PREPARED FOR: o ��� MOVADO DEV LLC 4824 W FAIRVIEW AVE 53 BOISE, ID 83706 �V Q 57 45 / STREET LIGHTING NOTES N \ 55 54 / 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND ft�0 56 / THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE in / THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ / TO OPEN A PERMIT AND REQUEST INSPECTIONS. d Q > U 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, z 7 O ., w BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. O z o \ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE Z Q Q / HYDRANTS AND 2' MIN. FROM WATER METERS. u O J a_ 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS DC L BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR � u _ LJ SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING (n \ FINAL INSPECTION. Z /_ � V z 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR O 0 Q QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. U m J Z z O ( C) W o O > z 0 O cn KEYNOTES Q J I— . yO INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY L1J \ vi O OF MERIDIAN STREET LIGHT DESIGN STANDARDS. O w U C G J I..0 U O N O N CSW PROJECT NO. 20004 DRAWING DATE 09/10/2020 C� of w 0 CTO m ENS F� 0 a_ R/W R/W 16970 47.00' PUBLIC RIGHT-OF-WAY 2 1/2" OF SP-3, 0.50 INCH 9-10-20 � 0 v I I (1/2 ) MIX, PG 58-28 C) ��TFOF\OP Q 2 2 U) 10' UTILITY 5' SIDEWALK 16.50' 16.50' 5' SIDEWALK 10' UTILITY L EASEMENT i i EASEMENT 2 1/2" ASPHALT PAVEMENT a a a a a a e^ J I SEE DETAIL 4 THIS SHEET N I 3" ROLLED CURB AND 4" OF COMPACTED 3/4" 0 4" OF COMPACTED 3/4" GUTTER PER ACHD 4 a4 a4 a4 a4 0 I CRUSHED AGGREGATE SD-702 TYP. I CRUSHED AGGREGATE BASE COURSE BASE COURSE 1.5% ✓ a4 a4 a4 a4 H o J a a a a 4 a4 a4 a4 a4 14 COMPACTED 6" MINUS PIT RUN SUBBASE 0 o a) C]N M � 00 T EXTEND BASE AND / / /\/\ \/\/ / \/\/\/\/\/\/\/\/\ \ O p �' o z SUBBASE 6" BEHIND / \ CURB TYP. \/\\�\\ \\ \ /" 5 THICK CONCRETE OVER 4 /\//\//\//\//\//\//\//\//\//\ U Lu 14" OF COMPACTED 6" OF 3/4"RSE PER AGGREGATE CHD SD BASE 709 �j/\//�\//�\//�\//�\//�\//�\//\\//\\ COMPACTED SUBGRADE � o w MINUS PIT RUN SUBBASE E w � � o ro COMPACTED 00 SUBGRADE 33' TYPICAL STREET SECTION 1 TYPICAL ASPHALT SECTION (LOCAL STREET) 4 0' SCALE: NOT TO SCALE SCALE: NOT TO SCALE C8.0 , N w x w 0 0 N N O O O a o 0 o � rn N o 0 z F- 0 z 0 0 U J n n e Ue ° ee D W 0 20.00' 5' LANDSCAPE BUFFER SEE PLAN w 12" TYP. 2 1/2" ASPHALT PAVEMENT ' PEDESTRIAN PATHWAY Q \ \ \ N Z 0 5 DO \\ \\ \\ \\ \\ \\ \\ U) C14 N 2% SEE PLAN D i o CJ Z —► /\\/\\/\\/\\/\\/\\/\\/\ 0 0 z as �\!\i�ii.,/� \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ w LL- LL- 4 as a / z � i � /i//i � /\/\/\\ \ \ \/\ \/\\ \\ \\ � LI) 0 8" THICK CONCRETE \ �\ \\ r\\/\\ , /��j ° o p°�ZJ°�7Ja��°�ZJa�7Ja�Z�° o RIBBON CURB (TYP.) Q z am c w L` 8" THICK CONCRETE _ M�a4 �° �° a4 �° �° L N 0 10" OF COMPACTED 3/4' 0 CRUSHED AGGREGATE RIBBON CURB (TYP.) °�w BASE COURSE �o ��Of ������������ EXISTING ACHD SEEPAGE BED DESIGNED: C. GRAHAM w a� \ DRAWN: C. GRAHAM O COMMON DRIVE WITH PED PATHWAY TYPICAL SECTION 2 °�� �4U`'a4�a4 /�a°�a°� ° CHECKED: C. GRAHAM Ld J/ °� APPROVED: C. GRAHAM SCALE: NOT TO SCALE C8.0 °��° �° PREPARED FOR: o MOVADO DEV LLC 4824 W FAIRVIEW AVE Of R R BOISE, ID 83706 z >z a of J 40.00'zz Z J 0 LuO J M w O aD N O En Y U n N (if I 19.00' _ � BUILDING PAD I I a id 1.0' I J 2% SEE PLAN m �/ // // // // // // // // // // // O Q cn \/\\ MATCH INTO EXISTING �/� /� /� /�/�/�/�/�/�/�/�/� Z z ., 0 FINISHED GRADE a a a a a a a a TOP OF BANK — (3:1 MAX SLOPE) a a a a a I COVER REQUIREMENTS FOR SEEPAGE z a Ln or� \ � \ BEDS LOCATED IN RIGHT-OF-WAY `` \ O ZD Ja Ln w w = 6" DEEP DRAINAGE SWALE 6" OF COMPACTED 3/4" CRUSHED Ln AGGREGATE BASE COURSE OVER 95% COMPACTED SUBGRADE SEEPAGE BED COVER REQUIREMENTS 5 Z � I SCALE: NOT TO SCALE C 8• O Q Q z w m O ce Z) O C) U) GRAVEL ACCESS ROAD 3 u- ILA o a z � SCALE: NOT TO SCALE C8.0 = I EIGHT MILE CREEK ~ C)F- zz 0 O J I I J Cn Y Lu > vi 0 w ~ 2 U) J W U (Z O N O N CSW PROJECT NO. 20004 DRAWING DATE 09/10/2020 C� of w 0 0 C8mO