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CC - Construction Drawings m SHEET INDEX IMPROVEMENT PLANS FOR �5�`°�L � �GENSF o CALL BEFORE YOU DIG E. OVERLAND ROAD IL C0.0 COVER SHEET MOVADO SUBDIVISION NO . 7 CALL DIGLINE INC. 16970 PRIOR TO COMMENCING o 1-3-20 co.1 NOTES LOCATED IN THE NE 1 /4 OF SECTION 21 Q ° UNDERGROUND WORK < pp 9TF P� U Know mhat�below. r } OF C1 .0 FINAL PLAT SHEET 1 (208) 342-1585 Q w N Callaeforeyaudlg- � � n C1 .1 FINAL PLAT SHEET 2 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN 0 0 C1 .2 FINAL PLAT SHEET 3 0 < 'o MERIDIAN IDAHO C2.0 OVERALL SITE/UTILITY PLAN 2019 un u U) C3.0 GRADING PLAN C3.1 DRAINAGE PLAN w C4.0 DEFIO PLAN AND PROFILE N JW ;_ C4.1 SPORTIVO/FACETO PLAN AND PROFILE C5.0 SEWER LINE A+B PLAN AND PROFILE Lcu'� °1 C5.1 SEWER LINE C PLAN AND PROFILE (Jul in o incC � C6.0 WATER PLAN o 40 80 160 240 zoo - I z C7.0 STREET LIGHT PLAN o ED 0) C8.0 ROADWAY DETAILS ® VICINITY MAP U w Ln ° V) SCALE: 1 = 80 SCALE: 1"=750' � - " o 2 C8.1 STORM DRAINAGE DETAILS m w fu a -C o a z 00 a, Ld U BLOCK 111 DEVELOPER Ln Ld J 4824 W. FAIRVIEW AVE. LEGEND I 1 2 3 4 5 6 MOVADO DEVELOPMENT LLC ix BOISE, ID 83706 (208) 336-5355 rn rn ONSUBDIVISION BOUNDARY O LAREN®CONGERGROUP.COM o N 0 = PUBLIC RIGHT-OF-WAY - - 7 o N r o — ROAD CENTERLINE a 0) o -1V) � 8 0 o w LOT LINE o CIVIL ENGINEER z ZERO SETBACK LOT LINE 'o U 3 LOT NUMBER z V 9^ CORINNE GRAHAM, PE CIVIL SITE WORKS LLC w w CURB AND GUTTER 2 804 W. RICHMOND STREET w � o 10 BOISE, ID 83706 Q z o c.) [if 8"SS> SEWER MAIN BLOCK 11 (208) 946-3874 z z g"yy WATER MAIN I 3 11 CGRAHAMOCSWENGINEERING.COM w 00 w a V w o <12"Sp STORM DRAIN PIPE � J z0-1 00 Pi PRESSURE IRRIGATION MAIN 12 z SURVEYOR 0 � FIRE HYDRANT 1 4 0 � Q z o Z � 13 o w SINGLE WATER METER/SERVICE \ 5 \ CARL PORTER, PLS v SAWTOOTH LAND SURVEYING LLC a � DOUBLE WATER METER/SERVICE 14 2030 S. WASHINGTON AVE. EMMETT, ID 83617 o B.00 2" BLOW-OFF ASSEMBLY 6 15 � (208) 398-8104 Q v ® GATE VALVE 0 BLOCK 12 \ GCS z C >LL_ T N r7 o L V 04 ti `� WATER FITTINGS \ \ 7 16 \ 9�,9! Lu � O SEWER MANHOLE 17 0 ® CURB INLET 1 8 1 $ SURVEY DATUM DESIGNED: C. GRAHAM \ DRAWN: C. GRAHAM Ld so STORM DRAIN MANHOLE 9 so 19 28 \ HORIZONTAL DATUM BASED ON ADA COUNTY GIS. CHECKED: C. GRAHAM LiOM MONITORING WELL �`�� 20 ALL ELEVATIONS SHOWN ARE NORTH AMERICAN APPROVED: C. GRAHAM BARRICADES 10 z 9i- I 21 VERTICAL DATUM OF 1988 (NAVD 88). }� -r STREET SIGNS 11 \ o STREET LIGHT 22 \ PREPARED FOR: BLOCK 11 MOVADO DEV LLC Qf ��2g3o�� PROPOSED MAJOR CONTOUR (5') 12 13 23 4824 W FAIRVIEW AVE PROPOSED MINOR CONTOUR (1') 24 BOISE, ID 83705 14 Q EXISTING MAJOR CONTOUR (5') 1 2 5 �j EXISTING MINOR CONTOUR (1') 15 26 J J 2.00% DRAINAGE ARROW WITH PERCENT SLOPE 16 / 27 Y / BLOCK 12 / 0 17 / SITE DATA w 18 9 1 Q SITE AREA = f 10.67 ACRES 19 8 0 0 / 20 ��,� � LAND USE ZONE: R-15 _ A� 7 z o � / / NUMBER AREA % z ACHD CERTIFICATE OF COMPLIANCE Py / 21 ��P� 6 RESIDENTIAL LOTS 62 5.74 AC 53.8% z Q Df o� 5 O o o THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE o�P� \ \ / COMMON DRIVES 1 0.09 AC 0.8% p[ a_ PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY s i \ ssPORriv° / 4 / Ln W LwLI w AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE WA LANDSCAPE COMMON LOTS 8 3.18 AC 29.8% \ ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR / ` 3 BLOCK 13 /_ V) cn ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM 2 PUBLIC RIGHT-OF-WAY N/A 1 .66 AC 15.6% >- ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING / / Q oC w VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE 69 68 67 1 TOTAL 71 1 0.67 AC 1 00% m � W APPROVED FOR THIS PROJECT: NONE. 66 0 / 65 0 / 70 64 63 62 � 0 z Q O NOTICE TO CONTRACTORS 71 BLOCK 11 61 0 O 60 Q CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED F� 00� CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME o SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 3. CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; c1p, Lu_ THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO J DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. Pubk �"'v Desipn 6 ConsUupNpn Bupplpmcmpl8peplllpeQom 0 N � CSW PROJECT NO. 18048 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS '1r = 7 DRAWING DATE 01/03/2020 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES c >_ OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE o APPROVED BY THE PREPARER OF THESE PLANS. Como o S\oNAL F m GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL � ��cENsFO = CONFORM TO THE PROJECT ESC. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. p 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 16970 w 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING AND EXISTING PAVEMENT MARKINGS. 1-3-20 ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE CONSTRUCTION. ��9T PLO REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. �'A/N OF BE BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 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. v OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701.SITUATION IS RESOLVED. uJ cn 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION uJ AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. 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 TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD III GEOTECHNICAL REPORT. SD-709. �! 1- o U) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO w v START OF WORK. 'F D w a) 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. �� c >_ ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 0 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS or- (v 00 w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR 24 HOUR PRIOR NOTICE. 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE p ( ) 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION PLANS AND CONFORM TO THE ISPWC SECTION 801. z � 61 M OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY 0 0 c z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY = ~ rn 0 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON NOT OPEN OR CLOSE WATER VALVES. ULd N THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. THE PLANS AND CONFORM TO THE ISPWC SECTION 802. � 00 o :2 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL m E w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED u AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. w ON THE PLANS. MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE o z NO. 1. °D 0) bi 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT 3: PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. OR OTHER STREET WORK TO MATCH THE EXISTING PAVEMENT SECTION OR USE 3-INCHES OF ASPHALT, 4-INCHES OF , 3/4-INCH MINUS, AND 20-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. IF ASPHALT CUTS ARE NECESSARY Ld9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. w DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE CONSTRUCTION PLANS. PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. °' a' o 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, w 0 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 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND a � PRIOR TO CONSTRUCTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. in N o BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA °' o 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 58 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL o o z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM .01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). REPLACE THE ENTIRE ROADWAY SURFACE. Li z 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 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS o 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. z v> TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE w w WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF w � o 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE Q z o 0 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS THE WASTEWATER RULES (IDAPA 58.01.16). BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. o p c� o ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. o w N 3: Y z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION a Q > 00 Ld 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS BEGINS. cc V) b co D DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL cf) w z QUALITY (IDEA). o z Q Z z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE PRESSURE IRRIGATION of of o z SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS o AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING w a 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS CONSTRUCTED. 0 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE o IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) o U PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. z 2 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH > T N o ui DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT AND REGULATION. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. DESIGNED: C. GRAHAM 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL Li o APPROVAL IS GIVEN TO THE PROJECT. SEWER 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, DRAWN: C. GRAHAM V) AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CHECKED: C. GRAHAM Li 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA APPROVED: C. GRAHAM z CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). o DRAWINGS. v 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 0 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PREPARED FOR: A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 0 NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL MOVADO DEV LLC w 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 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 58.01.08) AND SECTION 430.02 OF 4824 W FAIRVIEW AVE [If23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). THE WASTEWATER RULES (IDAPA 58.01.16). BOISE, ID 83705 z FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN v WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. -� 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF J V) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 NON-POTABLE WATER. Of COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, ~ ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF Lo 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO PRIVATE ROADWAYS AND TRAVELWAYS. ■ 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. O 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 LL_o PROPERLY DISPOSED OF OFF SITE. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF 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. 60154776. w C) Q 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. a 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO Q[ of 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. a_ THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. �_ CW w 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE > C V) 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL LIJ cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFICATIONS AND DRAWINGS. Q Q COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN O z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE z 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 STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE 0 Ln z MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. 0 GRADING/STORM DRAINAGE O Q U) 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. > ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY O v PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY Q J DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE 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 > t/) of 0 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 3. DEPARTMENT ON SITE AT ALL TIMES. C w 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. G ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO J DEPARTMENT. SCHEDULE INSPECTIONS. p 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 TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 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. 18048 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 01/03/2020 c� GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.Of 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 0 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. coo ci J _m O a- J _U In V1 MOVADO SUBDIVISION NO. 7 BOOK , PAGE LOCATED IN THE NE114 OF SECTION 21, N T. 3 N. R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO J N1/4 CORNER I'I SECTION 21 2�2� W CP&F 108008840 BASIS OF BEARING w o E. OVERLAND RD. S 89013'35"E 2676.87' CP&F105155109 6 j Jr a--- --- --- --- --- --- --- --- --- - - �� --- --- --- --- --- --- --- --- PLAT NOTES V) o L U Irl, --- --- C N 21 22 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 00 � �''� Z CO , O HEREBY RESERVED ALONG THE FOLLOWING: O p tD z . TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS H ct� DEPICTED = 3 w W i . TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS H (n U m V) i Q DEPICTED c� O @) CD THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT ?� m E Ct Ld U FOR WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED z i U A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED ALONG 0 I rn THE FOLLOWING: TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTEDOf , MOVADO GREENS SUBDIVISION NO. 1 2. THIS DEVELOPMENT RECOGNIZES SECTION 22 4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH W I PG. 114, BK. 17017 STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE � UNPLATTED CLOVERDALE WEST SUBDIVISION OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE a PLS 14221 o PG. 39 BK. 3260 SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN X I _ _ _ _ _ _S 89 13'17"E 531.08' POB S 89013'17"E 288.69' ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT J N0. 2 4 — — — — — Wtc - w - �_____-- -_----IT7, - -__ -.(•(� , BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A OOo Ln BLOCK 11 1 NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL o o O [h i i i I w N N N SUB 1011 ^ o N ; ; I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." \ \ \ E ICI VPDOGGEII4,BK' °�' � o o;00 1 2 3 I 4 II 5 6 �� o N r o 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED \ \ \ MO P z I — 0) o 0 cn z• I I o SURVEYORS NARRATIVE SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. O ~ PLS 14221 _ _ _ _ _ �,� — — — W IL------- -------J L- - W S 89°13'17"E 703.00' PLS 14221 U I 6 •i� I No 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN U z J oo d 7 ' THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. O m I •0�— •O� ----""11_-_-_-_'___________ I THE OWNERS TO CREATE RESIDENTIAL LOTS. THIS SUBDIVISION rn IS ADJACENT TO S. MOVADO WAY ON THE EAST SIDE. 5. THE VILLAGE AT MOVADO ASSOCIATION,INC. ('ASSOCATION")SHALL NOT DISSOLVE WITHOUT THE z g �a I �, • _ 8 i� ' CONSENT OF THE CITY OF MERIDIAN. w � \ -----------------J I N w J Q THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM ! U) M a W 9 I 6. LOTS 1, 7 28 69 AND 70 BLOCK I1 LOTS 1 AND 13 BLOCK 12 AND LOTS 1 AND 10 BLOCKI3 Q z O z �'_ AN APPROVED PRELIMINARY PLAT AND THE MONUMENTS SHOWN o U - O I p N�- ; "--- l\ \L -----� I ' ARE RESERVED AS COMMON AREA ARE NON-BUILDABLE LOTS AND ARE OWNED AND MAINTAINED BY z O I�n 1 -------------; 1 HEREON HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS o 0- V_> O ; THE ASSOCIATION. g w U z i I I^ 2 __-; • 1 10 1 ;28 AND RECORD OF SURVEYS. THE RIGHT OF WAY FOR S. MOVADO a Q �j I O 1°a ____________ 11- _-} 1 WAY WAS PREVIOUSLY DEDICATED TO ACHD. 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2019 zl ; ; • \ U J 0 O LEGEND 3 11 ;; 1 8.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN p z o w ~ i __ _ ; ;" \ COMPLIANCE WITH IDAHO CODE 31 3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO U_ Z In PROPERTY BOUNDARY LINE 1 z I 4 12 = �� '\ IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT PER Of U _ I I CRAWFORD PLACE SUBDIVISION RECORDED AGREEMENT INST. NO. 2019- O p z EXISTING DEED OR LOT LINE I I , ,= _ � _ - : PG. 79 BK. 8411 J - - - CENTERLINE 1 1, = 5 13 ,'\ ' • \\ ' 9. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF Q LL_O ___ ___ \ \ �, THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. SECTIONAL LINE %' 14 ;= % `�,n z • 6 \,��F 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES O I LOT LINE \ 1 Jr ��\ ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. O Q \ 9G z U EASEMENT MOVADO SUBDIVISION NO. 2 I ,= :' \ 11 THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO 201 -------------------- PG. 112 BK. 16383 7 16 •�� cv' 9 5 - N r7 Lu p ------------------- CANAL CENTERLINE ' \ 17 `r\ O 12 ANON EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THE HOMEOWNER �J �/ /T/�/�j ACHD DRAINAGE EASEMENT / ` S y c� ASSOCIATION UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED _Z _Z �1/1 ` I i18 �:s\ BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR HOMEOWNER ASSOCIATION MAY USE THE DESIGNED: C. GRAHAM PER INST. NO. ;' .�, O ( l EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR DRAWN: C. GRAHAM ZERO LOT LINE I ! '' 9 ;` �. �9 CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY �y I !;'20 ;' 28 ��s\ DOCUMENTS, OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION CHECKED: C. GRAHAM o I Oo FOUND 518"REBAR AS NOTED `S r9; lO \� \ IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS APPROVED: C. GRAHAM J o I Fi(� y`' ' 21 ; • EASEMENT INCLUDES WITHOUT LIMITATION RIGHTS TO INSTALL OPERATE MAINTAIN REPAIR AND o I % FOUND ALUMINUM CAP MONUMENT I I �` f \ cn 1 11 O� �:' 22 `� REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. z I FOUND BRASS CAP MONUMENT 1 I �. 9� �� \ ' V L�12 \ Z3, 13. THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS, U I \ \, CONDITIONS AND RESTRICTIONS FOR MOVADO COMMUNITY ASSOCIATION,INC., PER INSTRUMENT NO. ® FOUND BRASS PLUG , 1 BLOCK 12 P ' �� PREPARED FOR: C� \ 24 \ 2017-121068 AND ANY SUBSEQUENT AMENDMENTS. MOVADO DEV LLC p SET 518"REBAR/CAP 1 14 14.A PORTION OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254 H, 4824 W FAIRVIEW AVE • SET 1/2"REBAR/CAP • REVISED TO REFLECT A LOMR. O1 CALCULATED POINT / 1$ 26 B O I S E, I D 83705 / 16 ;%' 27; 15. THIS PLAT IS SUBJECT TO NAMPA&MERIDIAN IRRIGATION DISTRICT, LICENSE AGREEMENT INST. z `� '\ NO.2017-096129. Q POB POINT OF BEGINNING 16. DIRECT ACCESS TO S. MOVADO WAY FROM ANY LOT WITHIN THIS SUBDIVISION IS PROHIBITED 1 LOT NUMBER U / 18 / oO UNLESS SPECIFICALLY APPROVED BY ACHD. 9 / 19 ��C 8 • 17. LOT 7,BLOCK 1 CONTAINS A SEWER EASEMENT IN FAVOR OF THE CITY OF MERIDIAN. THIS Y �O SUBDIVISION IS SUBJECT TO SANITARY SEWER AND WATER EASEMENT INSTRRMENT NO. o /Py • 20 PLS ,' 7\ 2021- / O �o •o�G 21 /�' 6 17. A PORTION OF LOT 1,BLOCK 12,AND LOT 10, BLOCK 13,ARE SERVIENT TO AND CONTAIN THE r Ld G�P/� L�3 C•��D�6 BLOCK 13 00 ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED • J I / C�.\ ~ 0•�0 • 5 ✓; �Dc� MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS 3 INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS O Q y � '�� • E SPORT REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT'). THE MASTER EASEMENT AND THE — U / `�6�/ \��R ZE �.�� STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO z MOVADO SUBDIVISION NO. 5 °��/ (% 3 ;', 0Dc� CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER z PG. 17705, BK. 117 �<3 Ir j -? • • 2 �� DRAINAGE SYSTEM. w ,� BLOCK 11 '' %% %% . 1`, % UNPLATTED Z Q 68 %;' %' %% %' '% '' , 18. THIS SUBDIVISION SHALL BE SUBJECT TO ACHD SIDEWALK EASEMENT PER INST. NO. O //�. 70 ;; 67;r 66 SCALE 2021 — W p[ W 64%' 63 '' • w\ 100 0 50 100 200 19. LOTS 2 THROUGH 6, BLOCK 11 SHALL TAKE ACCESS FROM LOT 7,BLOCK 11. THIS IS A COMMON (� W V DRIVEWAY FOR THE PURPOSE OF A PERMANENT INGRESS/EGRESS EASEMENT,AND SHALL CONTAIN r_ r r i, J ` 71 �� , ,r; �; ' ' �`. • �1��°j'y BLANKET TYPE WATER,SEWER AND UTILITY EASEMENTS.ALL COMMON DRIVEWAYS/LOTS SHALL BE ;';' 61 i o� CONSTRUCTED IN ACCORDANCE WITH UDCll-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE /0`O°�p� RA,•w �� <j (FEET) WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON DRIVEWAYS/LOTS SHLL BE OWNED i • 20.27' �'--•---��_ ��% //' 60 ��p�• �j 1 INCH= 100 FT AND MAINTAINED BY MOVADO COMMUNITY ASSOCIATION INC. Q z Iw��_ o•RM li-3 W ` � �b•RM v` /� W Q J ---- 5 77 33 EIGHT MILE CREEK 2s %%o c30 � ZD ��0 6��5�, ��°o o� L L� 2030 S. WASHINGTON AVE. � OQ Q z MOVADO SUBDIVISION NO. 3 81,9 5� ZST `sG EMMETT, ID 83617 PG. 112, BK. 16387q� � t4. O z /ii (208) 398-8104 LINE TABLE CURVE TABLE a 14221 FAX 208 398-8105 � � J LINE BEARING DISTANCE CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH t� � Y �OO� ( ) Q G J Ll S 27°0657"E 100.00' Cl 166.58' 47043'16" 200.00' N 7803447"W 161.81' ��,, N I� L2 N 43058'30"W 18.49' C2 122.66' 3204234" 214.86' N 8404957"W 121.00' fn 4 1 (/) 0 i L3 S 07 14'14"E 30.28' C3 414.32' 23006'01" 318.00' N 42012'45"E 385.63' 9RL POR'��' �G/7U ��/�l/eI///7� ��i VVWW.SAWTOOTHLS.COM 0 0 I L4 N 07°17'56"E 31.18' C4 414.32' 74039'00" 318.00' N 11°29'OS"E 385.63' l � C1/4 CORNER L5 N 4504644"E 28.28' C5 130.99' 2603647" 282.00' N 12031'58"W 129.81' C Lli SECTION 21 L6 N 44013'35"W 28.29' SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#: G (n CP&F 2018-107365 1 OF 5 1212019 WFJ CP 19291 19291-FP _J U O N CSW PROJECT NO. 18048 DRAWING DATE 01/03/2020 a- O U c ci W _m O a- J _U V) V1 BOOK , PAGE V, N MOVADO SUBDIVISION NO. 7 O J L w � o U) N1/4 CORNER w _J SECTION 21 c CP&F 108008840 BASIS OF BEARING Ln o E OVERLAND RD. S 89013'35"E 2676.87' S La p a� oo o --- --- --- --- --- --- --- --- --- --- ----��--- --- --- --- --- --- --- --- --- --- CP&F 105155109 1 Z Q. E-c+) --- --- --- O p c %.D z o I 21 22 LLd n (n V) d' �--q CD O � N W W m E v I MOVADO GREENS SUBDIVISION � Ls Lu MPG. 114, BK. 17017 CLOVERDALE WEST SUBDIVISION W v UNPLATTED PG. 39, BK. 3260 , O PLS 14221 S 89013'l7"E 531.08' POB C�OJ i S 89 1317E 288.69 __I 44.35' 42.50' 40.00'V) 46.00' 40.00' 48.06' 27.78' • V) o ------- w -------71--------7 ------- -------� Df I I coo 1 i i i BLOCK 111 i ' LEGEND CURVE TABLE o f o of I of W 061 I W 1 co I `^ `^I I `^I I 1 �, 1 -- -- PROPERTY BOUNDARY LINE CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH W � O1 rn �I �I m 1 0° o 0 I C4 414.32' 74 39'00" 318.00' N 11 29'OS"E 385.63' ON '-Np I �i I 11 I - - - - EXISTING DEED OR LOT LINE C5 130.99' 2603647" 282.00' N 12031'58"W 129.81' w o 0 0 O o 1 1 2 � 3I I 4 5 - 6 1 "' I C6 142.43' 81°36'22" 100.00' S 48°25'06"E 130.69' \ \ \ o I O I v I n- I °I I I m 1 CENTERLINE o 0 0 N r 0 C7 301.43' 36 21'35" 475.00' S 25 47'42"E 296.40' o f o of I of I o ko I O 1 I C12 244.57' 40°02'12" 350.00' S 23°5724"E 239.62' o \ i z 1 --- --- SECTIONAL LINE C13 286.52' 36°21'35" 451.50' S 25°4T42"E 281.74' 18' jg' -� �I I cnl cn I '' C14 175.90' 81036'22" 123.50' N 48025'06"W 161.41' o o z I • I I I I I 1 I, LOT LINE C15 21.47' 3030'58" 350.00' S 05041'48"E 21.47' _________ 1 C16 30.44' 4°59'00" 350.00' S 09°5646"E 30.43' o S89°13'17"E 703.00' ------- -------� �-------� L------- 1 ____________________ 4221 I C17 31.14' 5005'54" 350.00' S 14059'13"E 31.13' •z O - �� - I !6 24.34' 17.21' 25.29' 40.00' 46.00' 40.00' 61.63' 1 v EASEMENT C18 31.28' 5°0T17" 350.00' S 20°05'48"E 31.2T V g O PLS 14221 U W•o N 89°13'17"W 'C3�, N 89°13'17"W 212.92' N 1 IN I ------------------- CANAL CENTERLINE C19 31.11' 5°05'32" 350.00' S 25°12'13"E 31.10' w cn I _ M N I 7 ' I w - C20 31.30' S°0T24" 350.00' S30°IS'41"E 31.29' j V N S 89°13'17"E I in t o ACHD DRAINAGE EASEMENT o o w g J o �(•�- • --------- 'SEE NOTE 17 SHEET 1 D 1 1�'_ I �1Z�/0j C21 31.16' S 06'01" 350.00' S 35025'23"E 31.14' a Z o z_ I � 0 7 0 41.55' ___ _ ____ ��/1/1/1/1J PER INST. NO. C22 31.67' 501101" 350.00' S 40 33'S4"E 31.65' 0 0 U w O o c� IV 89°13'17' W 139.87' -� 1°' 1 rn C23 5.00' 0°49'05" 451.50' N 43°33'57"W 5.00' o N I ^� L22 sr I I N I ZERO LOT LINE o o Z S 89013'17"E \ ��\ I w Im C24 39.56' S 01'12" 451.50' N 10 0T30"W 39.54' g w U w • C� .� \ I Lo 1O1 !� C25 40.26' 5°06'31" 451.50' N 15011 22"W 40.24' a Q ti 27 21 \\ 8 I IN 1 I OO FOUND 5/8"REBAR AS NOTED C26 40.40' 5°07'34" 451,50' N 20°I8'25"W 40.38' u 0 LINE TABLE J I 1� C27 40.22' 5°06'13" 451.50' N 25°25'I8"W 40.20' u') J z 000 m ------------------� 1 ' 1 1 C� I FOUND ALUMINUM CAP MONUMENT o o w Q __ C28 40.41' 5 07'40" 451.50' N 30 32'15"W 40.39' o Z o w LINE BEARING DISTANCE a I • c� �' \ IV 89°13'17"W 111.71 1 7o C29 40'-, - 06'36" 451.50' N 35°3923"W 40.25' c� Q z z Ll S 27°06'57"E 100.00' tv d' \ 8.75 1 I- FOUND BRASS CAP MONUMENT o o w >- �o C30 39.93' 5 04'02" 451,50' N 40 4442"W 39.92' c9 L5 N 4504644"E 28.28' 0 1 ° Q �n S 85 47'09"W 84.88' w\� 1 1 z 1, C31 48.21' 22°22'05" 123,50' N 18°47'57"W 47.91' o \ z L6 N 44 13'35"W 28.29' _______ -- \ 9 u, \ ® FOUND BRASS PLUG o o m C32 46.89' 21 45'14" 123,50' N 40 51'37"W 46.61' _ = L7 N 04012'51"W 27.35' O ^1 r--N 85°47'09"E 101.35 \ -___J 1 I D o o C) w o 001 1 \ n \ 1 _-----__ 1 C 1 • C33 80.80' 37 29'03" 123.50' N 70 2845"W 79.36' _J L8 S 04 12'S1"E 30.68' O \ w - -- I SET 5/8"REBAR/CAP Q I ,o t.-----_ 1 � , C34 108.96' 81°36'22" 76.50' N 48°25'06"W 99.98' Ii LL- L21 S 00°46'43"W 1.50' j W I I \ __ 0 17 fin/ 100.00' 1 L = ° ° O L22 N 00°4643"E 1.50' O I C� ,�„ I 2 • i $82 06 11 rn 1 p • SET 1/2"REBAR/CAP C35 316.35' 36 21'35" 498.50' S 25 47'42"E 311.06' L29 N 04°12'S1"W 33.69' N o I n 1 C36 425.36' 40003'04" 608.50' S 2305657"E 4169.75' z I 1 1 D C37 31.83' 23050'16" 76.50' S 77018'09"E 31.60' O 1 1 110.�1_--J o n 1 10 ,,� 1 I z 1 CALCULATED POINT ° ° W _ 28 D C38 42.83' 32 04'40" 76.50' S 49 20'41"E 42.27' vi I 0 1 11 S 82006'17_'--- 1 1 r C39 34.30' 25041'25" 76.50' S 2002736"E 34.01' z 111 1 IL052 51, �L\ �11 1 POB POINT OF BEGINNING C40 10.42' 1 of 1'51" 498.50' S 08o12'50"E 10.42' `j N ro LL-p i 1 1 �-'S 76 1 • \` 1 LOT NUMBER C41 38.01' 4 22'07" 498,50' S 10 5949"E 38.00' Lu 1 3 1 j C42 38.01' 4022'07" 498,50' S 15021'56"E 38.00' g I • 11 111 1\ C43 38.01' 4022'07" 498.50' S 19044'04"E 38.00' DESIGNED: C. GRAHAM 1 - -'� C44 38.01' 4022'07" 498.50' S24°06'l1"E 38.00' p �I 1 1 ° 25"W 110'p1 \I \� �gg;95 \\ \\ C45 38.01' 4022'07" 498.50' S 28028'18"E 38.00' N I I 1 1 �� S 77 40 �\n \�,,�' 039 25 W \\`p \\ ` EXIST. 100'WIDE(50'EACH SIDE OF CENTERLINE) C46 38.01' 4°22'07" 498.50' S 32°50'25"E 38.00' DRAWN: C. GRAHAM w N RIDENBAUGH CANAL OPERATION AND MAINTENANCE C47 38.01' 4022'07" 498.50' S 37012'32"E 38.00' O j2 �, �� EASEMENT C48 38.01' 4022'07" 498,50' S 4103439"E 38.00' CHECKED: C. GRAHAM J o I I 1 4 \� \ \ \ �, \ \ C49 1.85' 0012'47" 498,50' S 43052'06"E 1.85' O 1 \ p 02�- �,\\ 99;93/ \\rfl \\ C50 1.85' 00I0'28" 608,50' N 43053'15"W 1.85' APPROVED: C. GRAHAM o I 1 1 \\ ° 46"W 11 �\ \ \ `N \ CRAWFORD PLACE SUBDIVISION C51 47.95' 4030'54" 608,50' N 41°3234"W 47.94' z z \ S 73 39- ;,- \ � \ / 0?55a, > \ C52 46.09' 4020'25" 608,50' N 37006'55"W 46.08' PG. 79, BK. 8411 C53 46.48' 4°2235" 608.50' N 32045'25"W 46.47' � �' \ \\ ` \. C54 47.25' 4026'56" 608.50' N 28°20'40"W 47.24' o \ \ 1 �/ 5 \\\ \ p \\\ %,,999a \\�`Jo `\\ • �\ C55 46.86' 402446" 608.50' N 2305449"W 46.85' PREPARED FOR: O i 1 \ \ r,\ „\IJJ C56 46.48' 4 2235" 608.50' N 19 31'OS"W 46.4T MOVADO DEV LLC Df I \ ` n\\ 110�Z \ \ �l \ �01232 �� \\ C57 45.71' 40I8'14" 608.50' N 150I0'44"W 45.70' w �\ pa"N1 \\ n \�' '61 ,��\ \\ ♦ C58 46.52' 402248" 608.50' N10°50'13"W 46.51' 4824 W FAIRVIEW AVE � \ ` \\ 5 6go15 \\Q �'�\ <' S 14 ,�','95 \\r'l \\ ♦ �\ C59 50.16' 404323" 608,50' N 0601707"W 50.15' BO I S E, ID 83705 C79 301,43' 36021'35" 475.00' S 25°47'42"E 296.40' z C80 142.43' 81°3622" 100.00' N 48025'06"W 130.69' Q \ 6 15 J f1�\ o3S \ \ < MOVADO SUBDIVISION NO. 2 PG. 112, BK. 16383 \ \ \ �'' 7 p6 \ \23' \\ ,' X 16 °po `> O Is ` \\ \� 11 `\"a L3� <' BLOCK 11,' g3 \ \ \\ i V8 vPSG � L Lid O � > I 1 1 `\ „��'��' \\ % 18 O o � I sV,\ 5�' 9 °� \`\�'Q • ma's �\ Gam', O Z a �+ z Q N w �� O Q W � w z I \ by �> \ 44- OF °�� 10 POR'��`�' W W w Cr cn �` m 1 ti� � I � 1 001�'°L`T� I BLOCK 12 5 Cn SCALE 2030 S. WASHINGTON AVE. O J _z v 1 a s`\ 50 0 25 50 100 EMMETT, ID 83617 0 ' O Q z (FEET) i. / (208) 398-8104 LL 1 INCH= 50 FT O / FAX (208) 398-8105 Q J / OOOOOO V1 Cl/4 CORNER / / SECTION 21 c) CP&F 2018-107365 / / cO OuNeyir�q� OOO WWW.SA WTOOTHLS.COM O w SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG#: L U) 2 OF 5 1212019 WFJ CP 19291 19291-FP _J U O N CSW PROJECT NO. 18048 DRAWING DATE 01/03/2020 a_ O o ■ 6 W _m O a- J _U !Y V) V1 MOVADO SUBDIVISION NO. 7 BOOK_, PAGE PAGE U) N Y (Y O L W LL o LEGEND CURVE TABLE LINE TABLE r U-1 0) J > -- -- PROPERTY BOUNDARY LINE L CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH LINE BEARING DISTANCE (n O U EXISTING DEED OR LOT LINE Cl 166.58' 47043'16" 200.00' N 78°°3447"W 161.81' L2 N 43058'30"W 18.49' y N p N Q) 00 w C2 122.66' 32 42'34" 214.86' N 84 49'57"W 121.00' L3 S 81 14'14"E 30.28' Z cp O _ _ _ C3 113.70' 23006'01 282.00' N 42012'45"E 112.93' L4 N 07°17'56"E 31.18' \ O 0)to CENTERLINE 0 � z C4 414.32' 74°39'00" 318.00' N 11°29'08"E 385.63' L9 N 36°14'14"W 22.95' ♦ (D C8 56.84' 32034'01" 100.00' N 60015'30"W 56.08' L10 S 36014'14"E 22.95' ♦ \. = LLi 3 SECTIONAL LINE \ EXIST. 100'WIDE(50'EACH SIDE OF CENTERLINE) (n u 00 (n C9 39.75' 22°46'36" 100.00' N 55°21'47"W 39.49' Lll S 53°45'46"W 28.40' ` U U) N LOT LINE CIO 17.09' 9047'26" 100.00' N 71°38'48"W 17.07' L12 S 36014'14"E 22.95' " t jd C)�\ RIDENBAUGH CANAL OPERATION AND MAINTENANCE '- CI1 39.39' 40018'16" 56.00' S 5602322"E 38.59' L13 N 76°06'15"E 11.95' ^ \\ ♦♦ EASEMENT m [ifw -------------------- EASEMENT C49 1.85' 0°12'47" 498.50' S 43°52'06"E 1.85' L14 N 02023'16"E 18.82' ,:c�� ?o�` \ C50 1.85' 0010'28" 608.50' N 43053'15"W 1.85' L15 S 8703644"E 17.94' ,'00 \ \\ CRAWFORD PLACE SUBDIVISION o r- Z ------------------- CANAL CENTERLINE C60 22.86' 40°18'16' 32.50' S 56 2322"E 22.39' L16 S 48 45'01"W 13.19' /00' > ` ♦ \ L Ld C61 13.69' 24008'37" 32.50' N 64°28'13"W 13.59' L17 S 48°45'01"W 13.19' '� /',^\�'� \\\ ♦` `\ PG. 79, BK. 8411 av ACHD DRAINAGE EASEMENT C62 9.17' 16009'54" 32.50' N 44019'09"W 9.14' L18 N 02023'16"E 18.82' o' 11TT1T17 C63 55.92' 40 18'16" 79.50' S 56 2322"E 54.78' L19 N 48 45'Ol"E 13.63' ,Opy ��' 0 \� ♦ \ _ PER INST. N0. 17 C64 43.48' 32034'01" 76.50' N 60015'30"W 42.90' L20 N 76032'31"W 10.49' /,�0 �,S /,�po / \ ♦ . I (n ZERO LOT LINE C65 199.89' 47043'16" 240.00' N 7803447"W 194.17' L23 S 5304546"W 1.50' V) C66 92.78' 33013'34" 160.00' S 8504938"E 91.49' L24 N 5304546"E 1.50' / `\ So Df @ FOUND 518"REBAR AS NOTED C67 5.64' 4°03'46" 79.50' S 38°16'07"E 5.64' L25 S 02°23'16"W 18.82' \ �/00� 1$ ,' Q� `� \\ C68 27.70' 1905755" 79.50' S 6603333"E 27.56' L26 S 48045'01"W 4.32' �s\ /� /�D�° �/�, �//^ s \\ ♦ .S, \ x FOUND ALUMINUM CAP MONUMENT C69 25.82' 1803635" 79.50' S 67014'13"E 25.71' L27 S 5304546"W 6.53' ✓ / ' /``� w C70 40.46' 30°18'14" 76.50' S61023'23"E 39.99' L28 0 S76°32'31"E 2.63' • \ /',ip FOUND BRASS CAP MONUMENT C71 3.02' 2015'46" 76.50' S 45006'23"E 3.02' ��\ /,%/N/OoO� 19 /,i'�Opo /� `\\ ♦ 9�. \ 0 0 0 O C72 35.03' 8 21'47" 240.00' N 62 4836"W 35.00' \ Oo\�, ,5 , / , \ - w N N N SET 518"REBAR/CAP C73 34.18' 8009'39" 240.00' N 71004'19"W 34.16' /,' � /,'�; \�'oo `rn,° 28 \ �` Q , ,\o C74 34.07' 8 07'57" 240.00' N 79 13'08"W 34.04' y \ , /� , /00 \ s ♦ \'nl o N O • SET 112"REBAR/CAP C75 34.65' 8016'22" 240.00' N 87025'17"W 34.62' ,po1`\ '6 ��\ // ,'Oo0 20 , //00 �� ♦ O \ \ \ 07 O U) C76 42.25' 10005'15" 240.00' S 8405236"W 42.20' / \s oo-`\' ,5 ,/ ,� , ,^\��, < O 0 w CALCULATED POINT C78 19.52 6.3T 3°54'33" 240.00' N 56°40'26"W 96.3T /�/ \� y`r �\ ///„'y30 //',(Z6 \\oo ''�-- `♦ \9GG, ~ 1 LOT NUMBER C81 5.49' 0°41'47" 451.50' N 43°3736"W 5.49' ,' \\ y SS \ OFT ��\\ /,/,�600 21 /, /Npp• 00- ♦ \\C� \ 5? v O N U RM REFERENCE MONUMENT WC WITNESS CORNER ��0 22 w Ld p Gh0 �P 12 0. , \ 6' \ 50 �' ' \ "y /00/ \s? \ \ \\ z ~ O w � \ Q O Z 600_n,� '�'��/ `mac' 'L�' � /' /.,�0 ,, / \oo, \ ♦ 0 Z U `\ \, ��/ "NO 23 , ,'p0' > `\ ♦ p 0- co I 2 •1s\ �cp Q jw o0 Ld 6, 13 24 /','p0� \) \`\ ♦ uvj z w w Q Z SO" <\ rp r✓,\\ r \\ / /o0ti 25 ' /'Op ` \\ p/ O C� p (n 00 /�` ` s9 J • �`,O\ /'/'�0 p p\ Z U 15 'oOp N�� ,,//00P 26 '///Opp \\ z ' BLOCK 12 °o , / cL r�y 1 SJ�F 16 100\\\ y ��SO 5.48'15 1�5 s?,`\ ////Nlo y� 27 p0/ �� z Lu � / �1 ��, 2\\\\ !y /) 3p0, \\ p6 Fss O� /, O 5 N r) / \ \ 3 / � y / // \\\ 17 0 C 'G � c9�0� \ 0"'3 a / AO RCS d�s9\\\\ O� / 0 / O / / �OF\ 10 p \' 0 g. O , s9� �� y DESIGNED: C. GRAHAM y y 2 y � ' \ O / ^ l'/ 18 r000\�\ oo <�/ 2�1 9 �'' �i , / s o"\ \ / g• DRAWN: C. GRAHAM cn 00,' `\\ 9- \ ✓ 3 y 6 ,'\ \ s9., �'` CHECKED: C. GRAHAM W y y ° s 3pi' 'G`\`\ 'Z ,� 30 30pi' �ti6 • L�hj y / / Lt0 r �/ 19 rOo ',� �g0i / 2�0\�\ 8 roo �•� • s I �y�' APPROVED: C. GRAHAM O / / • 0.6 �\ � R0�' 2 !2\\\\ /, �g°� °��j0 !�'�� 300 .�Q��'' 2 s'9''`,`L\\\ ''y 2 � s`Sd�, v / ti� °k5 20 moo`\`\ ,' ti /' �10 1\�\ ��° s� 5 I � r O 6 5 0 7 0 F PREPARED FOR: O y rr p •O\ \ / 0 5 1 6\ \ , / r a \\2 , o,\\ �G' .9", oo\\\\�/,36p0 srs.9,, O F / �6° ° `\F1° y �` 3w°' `\`\BLOCK 13 / MOVADO DEV LLC a- �0 ! N� ,D'6 I<I `� s ��\ rFs 21 ��o / 2�`\`\ 6 �O ,o / �Oo 4824 W FAIRVIEW AVE Ld 66R � 00 rr' !k6 �� 6�0 \ 9,, p / p0 / ro\ \ O , O ° P 3 o A5 °�� °o � �s�2 \\� /' 3�' y 6 / ��s\ �� w� O. N BOISE, ID 83705 001 tiC QO • L3 z 0 P 0 s O 3 '/ 2 �� ` / / ° / y 0 \I • ti C6 \ . , , \ \ , OFF SITE STORM WATER DRAINAGE / F� �' �C / 3 9 • Cho ° I I N63 \ �/'00 y �� p�1 5 moo\\\ /'� INST. N0. °\16 U / G�� Q��C 9ti 1S' o c1l p I g13s y'8„ �' \ ' 's o / ^ \ \ s o,\\ J �� N,16°323 ��8 17 3' ?s C 30i' 2`\`\ ,� / P i/ �l ,/ V` 1„1V Zs 18�' I / p r V y o ` ' cn �6� a6 c6 I.gg, s ' ` ` 4 0 ' 6 Y / , `•y oA� /i' i'/iI'y\�6O C6� p \ E SPpRT � �ZO L13 O- 1�.5\\\ '00, ', ��/ O�• 3 r h I(r 5 O / / oDc�N6 N,6 �R o� MOVADO SUBDIVISION NO. 5 / �153/ r l i i 34.0 , 6 3 O w / % i �i \ 0 NJ °3Z31„ '\ \ 4� p / ~ / l / 1 / / v/ / -� 3g 11i IS y N PG. 17705, BK. 117 y l / l l / / oo' �6g, �; • '"� \\�1 .3 ti c ° / >_ // ^/l�l ��i �l 4��, 410 9 2 \\�Fr9 2 100 /'p� / UNPLATTED O • BLOCK 11 `° i / / i i i C c64 y Leh ��s 1 \ / 3� z w l l i l l l 1 1/ / �o °r� O y ti / 69 a/ / 68 a,/ / / / / / ^•/ / / /o`O 5� `Ql o-, V.o Z / ti / %�i 65i Fcp, O / / C� / ,ov � / / / 64tee' Lu W 63 �i i / '/ \\ s \ 5 LJJ w I i t L--- l l l ° > C75 _ / / / o/ / 62 C77 C76 Cjq �_� �� o,% i l // /'� \`��'' ti� �oDc �O C)/ 45.97 L 'y z C6 C�3 �� l l l ~l l ")/ / p�,, // \\ • p, p1' o s / / �/ / °^°/ / o/ , > Q Q z / D� • 6.33' 63.43'°3334 W 109•40' c • 0 71 Cad l �l� o� / 61 '/ / m J w g / / ti N z 5 77 RM oZD N o o ° _ _ / / �/00/ 2030 S. WASHINGTON AVE. O J p• C66 0 o Cj8 / l / / O/ / / z Oo� oyWC R N•rn� ��'- Cr `�� OO o� �t\v/ '/ //// yti��//�� EMMETT ID 83617 _ O Z `' ' ' y�°`' L L �- W 109 40 ` �p°��• gyp' 'L •g6 �` ///, ,/ _ o `< - 7033 34 EIGHT MILE CREEK • �,`' RM SF F Ism\/ , ,'/ A _ c2 ° tip' �� s� ,,/�3 /ii (208) 398-8104 O LL 6Fo s o .� FAX (208) 398-8105 /�� w 14221 SCALE 5d�CCC C QQ\ V) MOVADO SUBDIVISION NO. 3 �'o� WC yo cl�, 50 0 25 50 oo / (/') PG. 112, BK. 16387 o G�` 1� � Lp. c9R � CcnCCuNeyir�y CCC WWW.SAWTOOTHLS.COM O w Po (FEET) � L (FEET) 1 INCH= 50 FT SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: U) 3 OF 5 1212019 WFJ CP 19291 19291-FP _J U a7 O N CSW PROJECT NO. 18048 DRAWING DATE 01/03/2020 a- O c i �S\ONAL F ENSF� %jam _ IX BLOCK 11 STUB 4" PRESSURE I I II I I 16970 II II I �1-3-20 O s IRRIGATION FOR I (D 00 FpF�O FUTURE TIE-IN I 2 3 I I 4 I I 5 6 I �qT P P I I wm Nl1/E M.GFL � I II II J M U) 0 30 60 120 180 CONNECT TO EXISTING <8"SS I III Y 8" WATER MAIN — O o I 8'y, - - - - - - - - � w wl v 1 60'SCALE: " = 8 I I I w �'' \ �~�/� ss, - - - - - - - I II L V/ Q �� %/ i/ / SD w J0 I t0 Q - - - -\ \ \ 9 — J w i� � o r 1��J a) 00 0 o SEEPAGE BED #1 L =____ _ -1 I w1 r'�+ O � zo a I 10 J -W \ y V, I L _ - - ___ - � , ' ' W .. BLOCK 1 1 \ \ . 0 CONCRETE PAD FOR MAILBOXES. \ m Ld SEE DETAIL 5 SHEET C8.0. 3fu 1 1 O \ \ \ i ■ \ 4 , 12/ w � i 13 x \ 549 ON i \ o C� 14 / o j// \ \ a In r, ri \\ 6 �� \ / / i i / Li o BLOCK 12 7 /SEWER LINE 'C/ \� ` \ \�y� o U \ SEE SHEET C5.0 O y � z 17 //j \ �� L N m w C) // p U cn I \ /// \ /// 18 /// of �!o ` o N w U LLI i \� g \ F,c� //j 19 //j \ U J 0 00 O / / / / ^ ` o z o w f II I �y < / / / / \ \ 3 < z w N \ 10 U z 21 /j/ \ \ Ld > < o a \\ /// 1 1 \ s, s ��/ ///22 BLOCK 1 1 \\ 12 \ u / / \ w 24 [if / \�,/ / 1 4 \ v� /// /// \ \ DESIGNED: C. GRAHAM O 1 ^C 25 / / \ DRAWN: C. GRAHAM CONCRETE PAD FOR MAILBOXES.Lid Aa SEE DETAIL 5 SHEET C8.0. / //// 26 //// �O� \ \ CHECKED: C. GRAHAM LLJ APPROVED: C. GRAHAM / ✓` 16 o BLOCK 12 / \\ 17 \ ss / PREPARED FOR: o CONNECT TO EXISTING \\ / �� \ u% \0 MOVADO DEV LLC Qf 8" WATER MAIN / 18 \�\ / / � / 9 \\ �o ` �� 4824 W FAIRVIEW AVE � SEEPAGE BED #4 ^< \\ </ \ \ STUB z 1 9 �v / \\\ 8 10 c e.o. WATER MAIN BOISE, ID 83705 N \ < CONNECT TO EXISTING / \\\ / ,` J 8" SEWER MAIN / 20 \\\ / OL / / STUBFOR 8" SEWER MAINLINE 'B' oq \ \ \ J <\ SEEPAGE BED #3 \\ P�'�� \ SEE SEWER SHEET C5.0 \\v/ / \ \ Pl CONCRETE PAD FOR MAILBOXES. / \ \ / SEEPAGE BED #2 C` M SEE DETAIL 5 SHEET C8.0. \ / oJP�O \ 5 FUTURE PHASECD W > LL. o // �� <8'SS S SPORT 3 \ / lVpwgY \ BLOCK 13 / v O O �l -EG / \ / / / / / � E G- - - - EG 69 _/ / 68 / / 67 / SEWER LINE 'A'/ / /` \ , \ / / w / -EG / 66 SEE SHEET C5.0 / \ / \ CONNECT EX NIJ 0PRESSURE T IRRIGATION MAIN \/ / / / 64 / 63 /// /// \ 0 Q W J � _ � _ w �G� \ / L L / �FG / / // 62 / B.o. STUB 8" WATER MAIN PIRR m FOR FUTURE TIE-IN - - � o OE � -EGA O - — pigR J � / l / 61 // \ � se EG_ — —EG— TB — — Ln 0 z / - - - -� � \ \� / BLOCK II // STU68" SEWER MAIN � / AEG_ - - - -EG- - -EG- _ _ - -EG- rE - 0 J FOR FUTURE TIE-IN Q�Q` 1B T - G - -EG- _ - F O Q 60 TB EG- 1OE �O �( i� el OF w E Y \ TO a� �eF� �G\ / �`�C' TB \ O wF INSTALL GRAVEL ACCESS ROAD. FUTURE PHASE �G / J SEE DETAIL 3 SHEET C8.0 o `F �.C-) CSW PROJECT NO. 18048 G DRAWING DATE 01/03/2020 FG —EG— AEG e� - -�- - - - C200 ABBREVIATIONS I I 6 - - TP O0�' O0� �� 01 Ok p prO 2673.10 � 5' \C'ENSF m O O r O� O 1 1 �``'\. � ti ti co O CL CENTERLINE ��, �r, =o EG EXISTING GROUND FFE FINISHED FLOOR ELEVATION o I� 266 I II N 16970 FG FINISHED GRADE 1 co I,_ 9 I 1 3-20 FL FLOW LINE N 3 4 S �° I O J'2q �O v HP HIGH POINT I ho BLOCK 11 rod w O TFpF INV INVERT c<` s I Im �i�N GAP ~ c 8R GS G6 2ss / cuss c2ss� c?G9 2673.06' TOP ME MATCH EXISTING a c c c B 8 �' RIM RIM ELEVATION SEEPAGE BED #1 �o, // _ sR �9' `SS• 9S: A9 i I I o TRC TOP BACK OF ROLLED CURB _� FG I TVC TOP BACK OF VERTICAL CURB ® Al 7 I 0 30 60 120 180 TOA TOP OF ASPHALT -e OO1 Lro1 2669.09' cD I TOC TOP OF CONCRETE \ `L�- FG w w 0 } �G I TOP ,\0�0 8 �`� 673.04' SCALE: 1" = 60' � O O�6 �0� R �6rO 2668.86' 2 1 I I W LL O L _ \ o GRADING NOTES < ti��, F � % I $� \ G 922 FG III 'F D � �, O OO 266 2669.38' cI�1 V) O v 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES \\ N I ti I 66�' �� FG w �'ITOP c� 00 LL_ PERMITS PRIOR TO STARTING WORK. y ti O- z 00 _ O 1 G 2 FG I 2673.02' R F'L O D � z 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS �� ,� �I �G -26 266s.54' OF THE PROJECT GEOTECHNICAL REPORT. iO� �v 01°' u� OOP' un �� 0 -FG TOP U Lu OG O 'be 2673.05' SLOPE LOT PER PLAN @� CD3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B ti tiO \T O \ [ifw COMPACTION AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. O 166 O 1fu OA_ FG I/ 2 b . l FG \ \ I 5' SIDEWALK O 6� �� I �� ` I PAD ELEVATED 4" ABOVE o z 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM / c, O°f- OO _ -< jN 2' \ \ °� 0) w ro ro 2669.88' \ STOP BACK OF SIDEWALK I u PROPERTY BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO I DLO F�' `LO 12 ADJACENT PROPERTY. \ I 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES 2670.05' - --- - - - --- - - - - , w SHALL BE EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, OIL `LOG \ OOO 13 FG AND RECOM PACTED. \ \ �wO BLOCK 12 Oy ��, 2670.22' 2673.04 >7\\77\17/-\� /%\/ \ w 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN \\ rn o ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED \ r6 h `l �, OOO 14 \\\ 15.00' / / 0 0 0 66 y F 2670.3s' \ �- \ \ \ \ w N N N oz AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL \ v,6 2 s•26' OO. 1,30% \\ `TOP \ \ \ \ \ \ � MATERIALS. \ \�G °LrO 6 OA \ FG � FG 2673.19' \ N r O \ ti60� OHO 1 5 2670.33' \ o 0 0 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. \ I F LLJ �/ �G �LOO FG l\ TYPICAL LOT GRADING DETAIL 1 z GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR - d R \ \ CD APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE I �' 0`l' \ 2670 -2670.00 \ \ o rorO 7 O BLOCK 11 SCALE: NOT TO SCALE zo LESS THAN 6 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. ti BOO FG \ ) \0 \ Z U cn REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. FG FG , 2669.68' �\ J'TOP� z a_ FG 06 2669.07' 1 ] Lo FG 2672.78" bi C ~ 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE Off OOO' �� \ \ Q N o 0 o TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR \ BOO 0.61% G FG 18 2669.36' �\ \ z o zo < ON THE SITE AS SHOWN ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR \ 1 F 2668.99' FG �� \ o N � CD wHAULED OFF SITE TO AN APPROVED LOCATION. \\ /®I OO°'1� \ FG 2669 2669.04' \� \\ a a w h / 6� I ® 10 9 ti \ 1 9 TOP cc N0-1 00 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS \ 6s 2 6 I OO FG 2668.67' FG J c� 36. O 2672.32' z CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION \ `E `L O`' FG 2668.72' \ \ o z o w ro z OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, FG �OOO 2668.35' 20 0 FG \\\ �� < z SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE 9�' 10 FG \ o \ u� (� 0 w CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. I r,� OO• h6 FG �21 2668.40' \ \ \ o z & `L6 266 j • 2669 ro0�. \ 2668.03' FG d''\ .TOP Q w 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ��O , 1 1 FG FG- 2668 2668.08' 2671.87' o ALL DIRT, MUD, ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND 2667.71' FG �;\ zo STORM DRAINAGE SYSTEM. \ 66� 000 Z 266812' FG 2667.91'' \ \ G Q 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL 2664,7 , H \ 2667.39' ` FG v OF ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC fG 4 + Ode F 1 3 �\ \\\ > T N 2 6 G FG 2668.070 \\ TOP w o SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO / I tiO 2s68 24 cC o THE CITY OF BOISE FOR REVIEW. � r'6 24' \266j1,, 2ss7.o7' FG 2672.12' N I bo \ FG 14 FG, FG 2668.23" �J�\ DESIGNED: C. GRAHAM / I 2668.03' 26 26 �� \ 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE � 1 � 68.10� 66.50• 2666.75' FG \ � i O I \ \ DRAWN: C. GRAHAM PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. I 1p FG \ FG \\ \ w 6G FG jr FG 2668.39' \ \\ \ �` V) I 6' ?8 66 \ 26 \ - CHECKED: C. GRAHAM z 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY 67�2' L 2666 2666.580 \ FG \ \STOP Lli STRATA. DATED APRIL 19, 2016, PROJECT N0. 60154776. F 1 6 'TCP� FG 03 FG \ 2668.55' 2672•37 APPROVED: C. GRAHAM z 266 j / / FG` 2666.74' 2 ° \FIG �n co 13 2665, ?6ss•4 . \ \2 \ \O / co F �3' 2' •�� FG \ 2668.71' \ \ •TOP SEEPAGE BED #4 AA N FG BLOCK 12 \,/G Fc 2666.so' 30 FG PREPARED FOR: 2663 84, I` 2669 53. 266 / 2666 14, 2672.51'. \ 'EG I \ FG 542' /� R Fc N6, 2668.87' " \ �\\ MOVADO DEV LLC \ „� / /\ FG 2666 FG 9 \ 2667.06' rn1 FG \ \ , 4824 W FAIRVIEW AVE ?66583, \ TOP w co I 2665.94, 2665.1 ' FG 2669.03' \ \ N� I �sss F 2 /\ 10 FG 32 2672.66' BOISE, ID 83705 z // 26 FG �19 c / 2 FG 2666 g7 2667.22' FG Q / \ 65.34, 266 5% 66553, SEEPAGE BED #2 FG \2669.22' U i8318, 6� ui FG \� N F 481 G�0 / F 7 F BLOCK 11 FG Ana \ \ \ \ 2 0 � G � �{` 2667.38' G G 2669.41' \ STOP J PQO EG Q �u ?664�3, ~2665 266 / l�,QP 2665?? 2,� 266jg� 1 26 ^` \OF,i FG FG 2673.08' \ \' 4.51, �9° _ 6 34 \ 9 Y S�G O` ~ SEEPAGE BED #3 FG FG 6 FG \ 12 FG\,4p'�4 0�9 2667.54' 2669.62' p \ \\ /2662g1 ppy. 2664 / 2664 g2 ^ 266j�8 266j 1g �" FG 3 5 FG �\OP \ \ / ro \ FG 2667.70' 2669.83' w \ \ 0`L FG 5 FG 3 36 FG 2673.13', \\ \ ro 26 26 c� \ \ FG C' c \` 2 84.61, 6/.5g' 26 / �6 2670.0s' J \\\ \ O(L I F 66388' / ro F 66.9T 2667.86' 9 .��\:Y�\ • 6 O 0 � F 14 G 7 FG \ \ 2 TOP \ 26 G ti� 26 G � 64'31' 6�40' 6� 2666 266 R 2668.02' FG - - - \ 26 38 FG \2673.39 \ LL_ r \ \ OOh 0 roC° 3 FG 15 FG / 2668.20' 2670.61' �� z z O `er\\_ - - / ti G Oy`L 26 FG �' BLOCK 1 3 021' 26 s / 26sZ FG FG FG \ 63,g5,/ 66,Sg /� 02' cD 3 9 \� \ EG_ - - 62 _ _ `L G O� o,`L FG 2 FG 1 6 FG N �pq° 68 2670.90' \ / / -26 C� O \ FG 2668.31' �6 \ TOP \�\� \ \ AEG 1 F DLO G rorOy �,� \ 2664 52 2$ ?66�02, ?6g P`� 2666 85, \ _ 66) 402673.\5� O -icy \\\ \ \ \ / 2661 - - an co `L S9, t � 6 40' FG a \\ ^� /� �\\�� \\ G' \ \\ E G g3'/ er- E�G =_ N 67 2664 �C� \ BOO 1 FG 1F / � F0 2668.51' ' � \ L/ W\ .r \� �\� \ iG- -- - - � FG o FG o \\\ - CC V w �\\�\\\\\ \\\\ \ \ \ �h - FG �666 Off' Sq 6.83' 2666 /OQ` N FG FG FG FG- Z 18 5 \ - cn BLOCK 11 �L \ 2s66.51, 266 47 26s� 'I 42 2sss.12' / 43 2663 tiO Off: O G O 26 FG 2666 o, 1 6rO \ 0 64, / c c L \ Q Q z \ \\\\ \\�\,� 6�� F�' G 62 6ro`' �o�� 9� g5' 19 FG �s - \ \ \ \ \ MEW \ �_ 0 �' 6 0 266 6j - - - - \ \ \ \ / 0 / 2666 48 01 01= - - - - -_- 2sss.46' \ \ - row i 2665. G- 0 p0�` FG FG 5.83, /c FG FG 7g - \ \ \ \ \ �1 h BLOCK 1 1 �T� G- l �G- - - \ \\ \ V 286p `L _ •_ �L A FG 2669 E - - o \ \ 0 \ \\ \� 95'' _ '� - pc$ c ° °' Op. I/' 26 �i -EG- _ cn �\ \ �\ �• G - fs' 0�` i rod' = \ J ry 0�� C' `LrO \ 86'84' /i i 1 -EG= - - - \ \ \\ \\ \ �\ Z \\\\ / %'� 6 rLb p`� FG XFG i i 65. -- - - \\ \ \\ \ \ \ O ��, � G ti 26 �26 g8,= (� G 60 0 _ Co - \ 6 S G'- \\ Q - � . w-_ _ Zz k.G \\ h� \ \ `LrO C� OO s6.62' / EG �� -_ e - s6,. E`G� �\� \ \ \ J� CC - ,EGOOCREEK = roO \\ G FG FG- / 2665 �� _- __�i•: _ \ \\� \ \ \ \ \ \ \ O G _ s,8 51 \ TOE - = V, ,__ - - \\\�,, �� \� ah 58 F h 65.s 52 Y _-=_ - \ \ ��\ \ \ vi O• OO �0 8' 2s66 3 ti6 G �G Toro FG / � 26 ol 5.j 2666. < 6y 1 1 � < w S F ¢ fG \ \\ \\ \ \ /`" d / 266<066 E SFG G 55 / 2665 56 2665 g4. / ,j��j/j 66°`' 6h� Fc 26 N \\ \ � \` \ �6 / � /Q�� \\\ \\��\\ \\\ � � \ CSW PROJECT NO. 18048 / ?664 - DRAWING DATE Ol/03/2020 O / - - � - �\ L -EG- - �fG��`2` OOP`' ?664.4 �GENSF� N \\ I I w 16970 I 1-3-20 I I I 2 I s� v \\ 0 3 s69 4 5 , J II II ' ��TF OF\OP�P,�Q� co NNE M.GFL ±29 LF 12" PVC ® 0.50% I I CB 1 A w a I Q25#0.97 CFS w w SEEPAGE BED #1 co1 1 J 1 5'Wx55'Lx 1 O'D Q100=1.35 CFS 1 Fn Y 0 25 50 100 150 100-YR VOL=3,308 CF �� I II 1 LIJ SEE DETAIL 1 SHEET C8.1 ® S v CB #16 I 7 1 11 I J w SCALE: 1" = 50' \ - Q25=0.84 CFS I I'I \ I Q100=1.17 CFS w 1 �++ 0 N \\ I �� 1 ' w a, ±25 LF 12" PVC ® 3.48% 8 I = Lu �LL- � R I I rr 11 cn o au N 0 / M // / / / 1 01 o • .. a 0 \� •. 9 I III � � 3rn ±61 LF 18" PVC CAD 0.00% � U w � SDMH #1-1 w "� @ o 2 m E �- STRUCTURE TABLE Q ILd I �� \ 26,,0 , 10 II o fu z II \ \ o0 0) STRUCTURE NAME: DETAILS: p \ RIM=2667.28 Q I BLOCK 1 1 y l CB #1A 12" INV OUT=2664.76(S) p V) II / 266 rn \ � RIM=2667.26 Ln I III \ ��J CB #1B 12" INV. IN=2664.61(N) I N 9� w 12" INV OUT=2664.61(S) O 12 o CB #2A 1-1RIM=2666.28 III I 4 \ 0 0 ON = 12" INV OUT=2663.76(SW) II11 a o 0 1-1 0 N O \ \ \ � RIM=2666.21 1 11I' 13 \ o 0 o cn CB #2B 12" INV. IN=2663.61(NE) CD z 12" INV OUT=2662.00(SW) 1111 5 \\ \ \ 3: RIM=2663.65 \ z O CB #3A 12" INV OUT=2661.13(NW) ` \ 14 \ z n RIM=2663.52 I \ \\ w w \ 'Pj w z CB #3B 12" INV. IN=2660.97(SE) I 6 \ \ \ O� Q z o a p 12" INV OUT=2660.97(NW) 1 S \\ ��9GC o w o z RIM=2662.64 BLOCK 12 \Ld �. a CB #4A Ld 12" INV OUT=2660.12(NE) R R \ \ �y� u 0 7 \\\ 1 6 26 70 \ \ 9� w Q z o RIM=2662.62 �o, o z Q Z Oo z CB #4B 12" INV. IN=2659.98(SW) \ \ \ \� f o N 12" INV OUT=2659.98(E) \ \ 1 7 O \ \ \ < = RIM=2667.74 \ �� c> z w SDMH #1-1 12" INV. IN=2663.75(N) \ \ \ \\ \ a Ld C) 18 INV OUT=2663.00(W) \ 1 18 zp RIM=2666.46 Q SDMH #2-1 12" INV. IN=2661.75(NE) \\ / �� I ® 1 g 2669 9, p 2 18" INV OUT=2661.00(SE) g \ \ z \ \ f o RIM=2664.16 \�� \ N w SDMH #3-1 12" INV. IN=2660.25(SE) I 20 ��`�� DESIGNED: C. GRAHAM 18" INV OUT=2659.50(NW) I 10 � � \ DRAWN: C. GRAHAM 0 Li RIM=2663.14 _ .� 21 \ \ CHECKED: C. GRAHAM SDMH #4-1 18" INV VOUT=2658 50(NE) / I I ss� 1 169 • \ s \\ 26 8 �\� \ 68 �� APPROVED: C. GRAHAM zo �ss-iN /O� \ BLOCK 1 1 \ 12 9� s118 0 \ \ \ \ PREPARED FOR: 0 I \ ��' �,� MOVADO DEVLC 13 \ \ � \ 24 s\ \ 4824 W FAIRVIEW AVE Ld 'l I � �i \ BOISE, ID 83705 / N / I s 14 CB #2B NN Q i / I - Q25=0.77 CFS 25 �,� �x� 1 /� %Q100=1.08 CFS CB #2A c3 I 1 Q25=1.53 CFS \ w X` 6'I Q100=2.13 CFS 6 \ 3: ® I I u') \\ t31 LF 12" PVC ® 0.50% w II 0 BLOCK 12 M ~ a 17 SDMH #2-1 cn SEEPAGE BED #4 �\ \ \ 15'Wx62'Lx10'D 100-YR VOL=3,700 CF 01 �II \ N \ \ 7 SEE DETAIL 1 SHEET C8.1 ® Q� I �\\ 2666 g z J �d� �p \\ \ \ p ��o d II SEEPAGE BED #2 A \ z `V c00 III 66s SEEPAGE BED #3 1 O'Wx168'Lx8'D 10 Lp \\ \ z Q N III \ L=5,374 CF 15'Wx73'Lx10'D / SEE DETAIL SHEET C8 1 ®O z w # III \ 100-YR VOL=4,408 CF p� \ \ _ o //,SDMH 4-1 SEE DETAIL 1 SHEET C8.1 / \ l \ M \ LV a_ f 19 LF 12" PVC ® 3.77% I+ \\ 20 7 \?A \ \ L u J Li 1 9\ CC ®® Q\ f 68 LF 18" PVC 00.00% 2665 �� / / ��\ ��\ G W SDMH 6 / V / CB #413 w Py Q25=0.17 CFS m y i \\ �' �o^ / \ p� 00=0.23 CFS CB #36 / �� Q25=0.76 CFS 5 / z D p0 Q1 G�1 ±29 LF 12" PVC 0 0.50% Q100=1.06 CFS O r'ss � Q f 0`8" PVC ® 0.00% / / L CB # S PO Q25=1 86 CFS \O wAY �h \ 266l Q c� Q100=2.59 CFS �� 3 \ J / ® f21 LF 12" PVC ® 3.50% N ® `\�t32 LF 12" PVC ® 0.50% CB 3A BLOCK 1 3 00 # /� y / Q25=1.65 CFS / � O p S Q100=2.29 CFS \ �s CC w / o a \\ s� G c n 2664 1 \ \ U) EG- - - - - - - - EG / w - -0 ! 66 /I / \ U EG- - \ G- - - -EG- - - -EG \ 65 \70 BLOCK 1 1 64 / \ \ �\ / / R 266S / o / o \ \ 266,3 \F \ - / / 63 `O \ \\/ \ \ CSW PROJECT NO. 18048 \\ i 62 COg 26si ' DRAWING DATE 01/03/2020 tK [if \ o - - _ �`Or 2665 d� _EG-/�J3� �� - 2664 -61 C.O. ,EG- - - - -EG- - - - TB�- �L i ,�q, E✓_ -EG- -E \oNA Ld / KEYNOTES ° \ 2666.78, 9 �� Ns m HP 1D = SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 LG ' 0 20 40 80 120 �u;,�, o If FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. '�� ;� M� 16970 a `� to a 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH cv �G tto O co c� HORIZONTAL SCALE: 1" = 40' 1-3-20 O TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE 2 06 N � CONCRETE AND COLORED "TRAFFIC YELLOW". ti0 3 \ VERTICAL SCALE: 1" = 5' O TF OF P N \ O CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. co \ CL \ 00 \ 2666.85' U / ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 1 FOOT SUMP \ f SITE KEY / °° ass l \\ Lc \ �F� U) 0 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II s c Y 1"=250' ° a6, .R�, \ 2666.57' O ° a BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE a �� \ �9� RED/WHITE DIAGONAL DECALS. a t,, <�, \ J w < � \ 6 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO lc ss� o N y / 6 to BE EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED O� \ l� sss 0'8�% �66 ��' 'F D w o�P N \ EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. �� — — — ��'- — 0 66ti� 0 � C_ O0 / \ O7 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-7106. SIDEWALK TO BE �,�P as `ti�O 4 4 ( pro Q C) 00 u�f� M O / \ 6" THICK AT DRIVE APPROACH. / ° SD \ z °� � ' z / 5 0 CF Tob a ` � 0 � � �ss9 Toy ® INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) ° 2 L N_ N 0 09• INSTALLED PER ACHD SD-1114. @) o BLOCK 1 1 T0F \ 8 M m E �w / 4 0 Lo \ Og INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED 00 DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND N 0 w N 7 ?s T COLORED "TRAFFIC YELLOW INTERSECTION DETAIL °D u 0 sy �b y roA SCALE: 1 "=20' , 3 ~ 6 0 9�Fp �o. \ RIDENBAUGH CANAL x X N M to + D w 2 N _ A10 �OD 1 0 rn rn 0 Top __ 28 O O O U Lo ^ ± 7 �QG TOE TOP TOP TOP TOP TOP � � � � � � g 00 / of (o ® o ,• 11 TOEin / M + 4 R=100.00 _ �'�x`t TOE TOE TOE TOE ) o V) c� n / �— 1 X lq_ O6 O o (o 2 2 00 G 1 z \ U 00 + N o O 0 12 /a Li g ^ o� 11k \ 1 �`L yro CD 0 \ 0 o!4 Il 2 h G° `L6�O�`'Lx6 G 13 BLOCK 1 1 o to = 66Z4j 00 �Q w w ~ N ��0jc ��xe6��0 G �\ °��x°°o 14 15 v) � o Z 0 Q� 26 25 o 16 17 18 19 20 21 22 23 24 27 1 w cl) \ 2667.90 SS �`L 06A• o\ y� �h �Oh g -- w I z \ s D �C m w / 26gg Og �rs234 ° o X 00 �y° `S OrO 1 cc v~iof w q' O Oro`\ 00 u J CD ro 00 I \\ 5$ 2 'o �\ 00�0 xS 6 ,\�o �Q�G ��' G G G 9 G G O < z �D 0 h• O '\^� 0 O� �` rL `L `L 'I,\:' 'll\:' G G G G 0 O Q \ 60 x x^ O. `l ` ,� ti0 1• 00 0� 0 ,� `1 O ti h 0 o Z \ 1 �O `► O' 00 y �o,• O o,'L °o h� � `� h ti O �� `� �� o U' x° o'` ' R�4 � ti '� °° h o x o�' x o�• x �• x�` �• � o• ° o�• �• o h• � � 00' P �500' 4�00 `1 ��----RrO �t� ry`° �h e ry6 �6 Oro ^6 �6ro �Ox 66 �,\x OOro ��x OOro•fix'\ 60. x° 06. xy O6� x00 w ~ SEEPAGE BED #1 3 I V �° �r' �o m o ti . ti `l ti6 �O `\O ti6 �O a � o yx�° M m —�— w�.r0 0 5 00. O — I'm --► 16+00 --� 17+00 (9 3 4 0 zo \ /a 4 ti0 x16�� ` 0 g�m — , — r— — — —— I — — + — 18 i 00 o m— —o \ 18 0 6 �.�� x �� 6.�G�� S DEFIO WAY Z 0 ,`�,, m O ° T �• o n. G• >LL_ O 5 '. �OrO ��x��00 \ 000°O � �G oy�'�G �O �G O� �G. — — � ti o x o 13 ° \ 9�0 `lrO6 �h 600 �O 660 `O 060 16x OHO \ // xs ��, 1 7 x00 00 5 DESIGNED: C. GRAHAM x�l' O'y x6 �O/ p �y O. o Gy BLOCK 12 6 ti ti u ti6 ��, �� ° 06 6� G \ / ss � ti0 DRAWN: C. GRAHAM 9L R=20.00' vwi �d 7 ��h x R=20.00' I CHECKED: C. GRAHAM \ 8 14 ��666 ss �R° 9 SEEPi GE BED #2 APPROVED: C. GRAHAM \ o \ 9 10 11 12 1 ~ I PREPARED FOR: 8 MOVADO DEV LLC BLOCK 12 15 4824 W FAIRVIEW AVE w \ BOISE, ID 83705 > /d z \ 11 a I 16 7 I V) Y O 2680 2680 w LLJ V) -------- ---------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- --------- -------- -------------------- --------------------------------------- U -------- ---------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- --------- -------- -------------------- ------------------------------- ------ Z Z o O wp --------------------------------------------------------------------------------- - O 2675 o M +~ J 2675� (o = a; OZ 7 O' (C) (o N Z pO • --------- ------------------------------------------------------------------------ ---- ------- - ------- -------------------------- OO C)IL + O ai w o (D � S o6 m o c) Q_ o (o -- to z + ------------- ------------- ---------------------------------------------------------------------------------- ------------------- --- ------------------------------------------------------------------------ ---- o (o (O Nao N O N r Lq + � II N ------------- ---- ---- C) + --------- 0 (D 7 H II v ,w N wZ -1 > > Nz Lu w -------- o --------- n w - ---------- -------- ------------------------------------------------------------------ --------------- -------------------- ------- w ------------------------------------------------------------------------ ---- N ----------------------- = — . - - - - - - Q w II w N as m wF5; C 2670 � a n � 2670 _ m .- d------- ---- ---------- aa- w Qcn -10 % c 2. 0o o -- J Z 1.10 — — . 0%- — --—— - - Q -------- ------------------ 77: — — --w -------- ---------------------------------------- -------------------- ------------------- ---- ---------------- --- -- - 1.0 m� N mo�rn -- O� ------------------- ------------------------------------------- ------ ------------ +c (o C)+ r (o / V) 2665 a)o 2665 0 O ^co Q +(o N N FINISHED GRADE II (0 r O Q ----- ------------ ------------------------ -- = mJ II W \ °DN-------------------------------------------------------------------- -------------------- -------------------- -------------------------------------------------------------------- w a_ 12' STORM DRAIN I�wl w CROSSING ------------------------ w O w ------- ------------------------- ------ ------- ------ --- ------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------------- --------- cU 12" STORM DRAIN LL CROSSING J --------- ------ ------ --------------------------- -------------- -------------------- --------------------------- 2660 2660 > LJJ Y -------- ------------------------- ----- -------------------- ------ ----- --- ---------- ---------------------------------------------------- -------------------- ------------------- -------------------- ------------- -------------- ---------- -------------------- ------------------- ----- ----------------- O O w -------- --------------------------------------- -------------------- ------ --------- -------------- ------------- ---------- ---------------- -------------------- -------------------- -------------------- ------------- -------------- ---------- -------------------- -------------------- -- ----------------- cn -------- ---- ------------------------------ ----- --------- ------------------- --- ----------------- ---------------- --------------- ---------- ----- --------- ------------------------ ----------------- -- --- ---------- -------- ----- ---------- ----- ----------------- J 2655 2655 >_ �n ro o_ _ u0 to (o r, M 0) <o - N n (o t M r, o 0 '0 - n (D N - N (D n �_ m � co c, ro UO In fo 1, UO 01 M Ol 17 co In n N 0) 0 n co In M co N co O co Il Ol ri ri ad ao of ri o r�: of is of ao ao ao ao ao ao ao ao ao ao of ri ao ri ao ri � ri rZ ri w ri m m <o m <o co n m co m <o m <o m <o m <o m <o m <o m <o m <o m <o m <o m <o m <o <o <o <o _ to to to to to to to to to to (o 0 (o 0 (o 0 (o 0 (o <o (o <o (o <o (o <o (o <o (o <o (o <o (o (o (o (o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CSW PROJECT NO. 18048 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 DRAWING DATE 01/03/2020 0 S DEF10 WAY PLAN AND PROFILE 0 4 STA. 10+00 TO 19+00 CmO o KEYNOTES $ ° ° �5s\oNAL ° ��GENSFp m 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 I I ,SD L� 0 20 40 80 120 Q� p FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. I ° �FP / 2 16970 o_ 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH 4 1-3-20 TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE ° ° ° 4 HORIZONTAL SCALE: 1" = 40' (Pj U CONCRETE AND COLORED "TRAFFIC YELLOW". ° �s VERTICAL SCALE: 1" = 5' �T- OF SOP P•Z•P s �QN FZ N O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. °1 U / ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 1 FOOT SUMP °6�°0 �y6 N. s�s� c � �ss� O SITE KEY 0INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II �G S• ° 1aJ Y 1"=250' BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE S RED WHITE DIAGONAL DECALS. $ P RT \ °°° ° ° 2 O 'VO LrL Ld I/ © INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO WAY otK' 'W o J % / BE EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED ti°G� \ �o` L w EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. a ° ° Ord 1� D G In o U �.0� O7 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE ^ °� ° M00 p S 6" THICK AT DRIVE APPROACH. ° J N O 00 \ v g o I ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ° p ° U Lu ° N S99 LG a U- CD CD g 0 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED O w DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND 9 ° 2664.20' m E COLORED "TRAFFIC YELLOW". \ \ L z °D a, W U N � INTERSECTION DETAIL w SCALE: 1 "=20' " O w SEEPAGE BED #4 20 0 0 0 p / 5 I-\ �r1 I a 0 �_ n 12 \ \ \ g \ 21 �� o 0 0 0 %kI w / Q� SEEPAGE BED #3 Q m 19 z / �k 4 BLOCK 11 0 O O cn > O 0 / i i z O ® \ Ld pG,� BLOCK 12 20 Ld N a R=20.00' �� 2Sxss 4 G i i� SEEPAGE BED #3 z o z o I 0 �6 �1 0� x' 9 ! U _ _ y xo �o� �� 6s s� 66�' k96' BLOCK 1 3 w I 1' �P `�°° ^^ ti°6� ��x n R'� s° �, `�ye9° ' 21 20 19 1 8 1 7 16 1 5 1 3 of N R=2o.o0' 14 u 0 00 JQ4O M 4 'Qo56 �O ��G R=20.00' �� I 21 o z_ o w z / �,20 �G 00' 11+L00 f- 0 3 o m 12+00 ® ® 2 0�o�ti �25 2 J` M I R=20.00' ��° ' I Of 0 0 6��^ �,� G 0 �� ml - �— - —+— _ �y6rO 1yk` J,o = o rn / / U 2S6j as 9R o U z ° Ld O = +� 0 1 owl o / °x6 � "' S SPORTIVO WAY R,1p00n_l 1 �� oN ry I `�° �G° G° �G° �G° �Go �Go �Go �' ° 6 22 a LL_ �� G� G \ O N M o 1� �j(L° 6�°x 0� p(°x rod •�� tK..L °� tL / ti 'L ti `L y ti o + Qr O x� °h �^� �Q h°' �` �°' �G ti� �° ti� `° �LrO6 `1 `LrO� �,�x 0rO x 66h tix °6h `lx- 3 O Q\ rlro �� 6y �1x y� ��x y6 �x x �1 eF71*9111- N � ry�O6 � rorO'h ,sty 66p�. 9 rL ,ERG ® 4 U o ti xo`' 0P, �'I� 10�+0o® �-- 11+00 0 m 12+00 0 / ® z u '�� 6�' p 26 1�k9 - - _o I +_ O 3 13+00 / 13 89W 23 > T N r7 �— - \�- ui "�0�0 5 `moo Z ~ E FACETO ST 00 O g.0• o DESIGNED: C. GRAHAM 6 2 O DRAWN: C. GRAHAM ct? `t ° xrO �'` x0 2 4 Li 68 67 66 65 ,� °o C.O. 6 0 x° (y° x g �`�° � 64 63 62 o I �s � � ° ° ° ° ° ° �. ° �. 6�• �s CHECKED: C. GRAHAM W 69 sR o N `� ti ti ti ti6 ti) ti1 �� , o_ �a• �`° 5 A? -6) ,�� Q �QJ�' APPROVED: C. GRAHAM n 6b °x R=20.00' ,yx 0 0_ BLOCK 1 1 61 O 8 `�RSA�' R=20.00' 25 I PREPARED FOR: U 1 2 3 4 5 6 7 8 9 MOVADO DEV LLC o 0 60 I 4824 W FAIRVIEW AVE W 26 BOISE, ID 83705 Q EG � BLOCK 13 EG U J J V) Y w 3: 2675 2675 2680 2680 J w --------- ---------------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- O J > --------- --- --------------------------------- -------------------- It W ^ Mp --------O- -- -------- --- Q Z � r- O)p ------------ Z O 2670 -o � M z Lo 2670 2675 2675 o O No N N O 0 Z 0- . Z0 ----------- -N II O Oco + N J U Lo+ N W O II °' 0 co co J N W - co O IL - c° IN0 HE GRADE N W Z rLo c ON I ----------- --------- -------------------- ------------------- - N --------- --------- 5; 5; -------- ------------ ------------------------------------------------ -------------------- -------------------- - L0.L ------------------------------------------------+ 6 + -------- wzcn Q II U— ± �( > aa,cnw w -- -------- � O WNwoF- J a ------------------------------------------- -------------------- -------------------- ------------------------------------- / N W w . O00PI) IIN w CCG Q > o n ui o0 PI) FINISHED GRADE a II -1 a 2665 Sa . 0% 13�—° -n 2670a m * wNo_ o +0.62% - mO O > L I � _ > a o_� 000) w Q 11 N o_ C)2.007 2.00%_ - --_ w < II --------- Q�� Mo J � n Ld N w -------- ------------------------------- ------------- ------------------- v> w .00 ------------- 5; IL >W O o � + 0 0 _ > W -------- ------------------ -- ff ------ --------------- 0 ------------------- M N _ OCO )O IN + +c0 II o %- 04n N nN 0.80 II II __ _ _ _ _ _ 2660 Co 11 0_w 2660 2665 `n 2665 Ln +N EXISTING w Nm zC)Co o N N ----------------- -GROUND---- ------------- a w ---- ------ . oi ------ Jf1 IICo II ( N II J H J +co �.L m_j a -2.00% EXISTING GROUND II In 0_ W--- a-LJ - �N ------------------ II 2 w Q ---------------------------------------------- - O ~ Or7 O_w U O4 ui ------------------- ---------------------------------------------- ---------- --------- J 2655 12" STORM DRAIN 2655 2660 II N 2660 \ > CROSSING (L II / cn 12" STORM DRAIN � Y - °°w o CROSSING p - 3. - OLL.l ----- ------------------------ --------------- ---------- ----- ---------- ------ --------- ----------------------- --------------- ---------- ---- -- --------------------------- ----------------------- --- ---------- --- ---------- ---- ------------------- ----------------- ----- ------ J 2650 2650 2655 2655 w N N In M O ti to O w1� N 01 O N co N N In (0 O (0 (O (0 In (0 0) w 0) 0) 00 N O to (0 a0 M N t0 IM t0 0> O M M n t0 Lo Lo 0/ 0/ M U N N N N N M M IM 4 Mj 4 4 4 4 4 4 0 a a a Ni N a N a In In (U In (U In (U (U w w w w t0 t0 t0 (O t0 t0 t0 t0 t0 t0 t0 co (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 O (0 (0 (0 (0 (0 co t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 N CSW PROJECT NO. 18048 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 DRAWING DATE 01/03/2020 0 S SPORTIVO WAY PLAN AND PROFILE E FACETO STREET PLAN AND PROFILE STA. 10+00 TO 14+00 STA. 1 0+00 TO 14+00 C4m 1 o E S�� o NOTES KEYNOTES 0 20 40 80 120 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970 ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1" 40' (P 1-3-20 = p J O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' FOF�� .Z.P ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. cn ® 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD U \ DRAWING SW3. SITE KEY \ 1"=250' \\ O \ J Ld W L� o >FD U L1J � o 5 5 z � � co I � � T o o V) ' ' ' f / ® 2 j:j� - U o [ifLd J r �J \ 2 1�5 `° _ r O raz l 12 00 a, U LOCK 11 -< 1 O v 21[ifPL`� 2 BLOCK 1 2 28 �� / // / I 2 x M / 21 20 19 18 17 16 15 14 20 D, a, 0 W 1 1 2 � 2i � N Q\ / / / W W 0 04 0 0 U U U U U U U W < L0 r r) Ld WOE �n-0 afa) 't �N� �Cnj� >Npp >00 >�- 2 p\j p / V)6 ,6� �� (Dio Nr �o N°0coI Nr �00 �OR (DN NI� N(0 w� c^o- 13 21 0 - o cn s / Sri � r�i L i o (Al It � rn Z 2 4 A / / W + O O ^ O O N N 00 00 I ) r') OD 1t n �00 (y N O II �Ld N (n II �Ld N w� � N W� HN W� HN W� HN W� HN W� HN w + II (D w + II (D 3: II (o w + II (o w + II (D w + II (o w + II (D 3: to �N2 (D 3N2 (O ?iN2c0 �� = (0 Q O / so 2 / Qz > Qz > NaZ II NaZ II (n II u II cn II C9 II - II Q II W II u II cn w/ / - � wz � wz - Hwz - � wZ - P:LL1 � wz � wZ " < I? > z w 4w �(nJ — �W dW J _ �(nJ — �(nJ _ �(nJz s 22 w SSCO (EX) M 3 9� sa 1 2 Li Q 2 2 2 2 2 2 Q z o o s M o• 8„w / 1 BLOCK 13 0 o I 2 0 o / S SPO VO WAY I r- o_ N � w SSMH A-1 —11+(�— RTI + �5 \ 8„W 8 W a Q w w �,, SSMH A-2 2 2S• — — — _ /_ z E FAC ETO ST O 2 3 u N o w 0 J r — w Ja ro / ��O' O +00 12+00 13+00 o z o w o,0 co"� 2 4 'P <8"SS <8"SS � 3 w z AVi��^ VAN 2 �8 8 -� SSMH A-2 SSMH B-1 2 0 c� o z 2 Wn(O w 2 2 SS I o w ��/ C9 (vim v� ado 0Mo cwiN o wrn a w0) wo- x 1 2 2 2 2v 24 a LL �Z/ (O �� I- I� j p O 0 » O N _U`V o � U"? o cMo V�^ \ _ _ O �v // h N w + N � �aOO � �� 00 >°JCnap >N M N I WO MCD NO WO- Wa0" w�. 2 �Q NO II (O W + N � w + N In w� N Ln BOO N06 � O^ 00 U� � LaI0' WO" WO0 4- W0) 0000 (O N = N W II N (O N + II W co M ON U� p � LoL UV) U� ) � � Ur7 U� o cn� II (o + ai �rioi Ltioi ULO (Do �� (oo (DO >rn ^ � >1� 0? 0 �L6N�o O a v II H II = 2N = N N� 2N co m(D 0=0 w c� > L- II II N / cD >ao > > >00 > Q W II ca > II w� � > II � > V��, B.0 N � w N � � N (0 �OON (D � + 0_LOco �o ^ � �M 00 NCNO 2 Q wv~iwz 31- 3 zz Qzz Q ^ r /%v "� 2 + N + N w + N� cn II w Nco + N � ui + II (D 25 z U N NZZ Wa W - w �Q , \ O p (n� II N� = co + = (O + = (0 N N NN II N W + J w J - N WHw - 3rzZ �h' SSCO-1 = = N _ N _N cn II _ Li 69 . N N -� NNJ NN _ � rjQi2 �vo� O ^� a w II 0 > II C� > II C� > w II C� > � II c� > II c� > II N 1 W T oi' w I- II w H II w H II H II > N r7 �� II o d - 'i �,X `LO' 0. °° 1 �� IZZ 3< zZ 3< zz 3r< L`'azz Wazz L`'azz wac9 > n I O 7O d v �� // h w� J wN � - wNw - 1i1� w - wow - 3� w _ 3� W _ 3r z ao p `•ZOO V� 180' 2 W N W J W J v>N J NN J Ujo J No � vi 68 Gj�"�P�O,�� S Off' I " - - - - N DESIGNED: C. GRAHAM o a 67 66 65 64 63 �v� ��X�o�p�� 2 26 DRAWN: C. GRAHAM L 62 ��"��"A�-4 r`OO 2 4 5 6 7 8 9 00 CHECKED: C. GRAHAM Ci�� BLOCK 13 10 BLOCK 11 61 v�� I 2 APPROVED: C. GRAHAM PIRR z - - - - — 27 60 d SSCo-1 i °• a PREPARED FOR: p EG Ec pR9 — — — MOVADO DEV LLC 180• EG SSCo-2 4824 W FAIRVIEW AVE ° v° BOISE, ID 83705 z Q U J J W Y 2675 � 2675 2680 2680 3 O � - ^ L� > d W 3 > ------------------- ^ -------- W W I O) - W ------------------- ^ Z ------ ^ Z ------------------------- -------------------- ------- --- v ------------------------------- ---- -------- ----- ---------------------------------------------- -------------------- ------------------- ----------------------------------------------------------------------- W � " v v� N .B '6 Wj (p LO N - ---------- N - -OD ^ J ' N N L O 0 0(0 L0 L0 N 9. N N I I ^^^ N 0 L0 00 N (0 (D W 3r W — — 2670 N LO 's • � '� O N N II 00°' 00 II D 2670 2675 N z z - 2675 -------------------- ----------------------------------------------------- U e N (O � � (0 OM II II 4Z ...... 0 (n 00 N N N d O + co O O M -------------------- ----------------------------- O (D 't r,. (D (D II I + (D - - O T r2 'co, 0 (0 0) LO ----------------------------- _ L� O" ^N N ^ . � N IIN H Q 1..� N 9. H uJ W Z O � CA W v In In In r II II O Z Z O II II � O � » > II _ _ - � w+ � z o Q+ � zz o FINISHED GRADE IQI p zz z v�i m: (� - 00 'tNiONNN N O (0 ------- - NH _- -------------------------------- (D (fl Ki --------------- ---------- � N > > � (O`I » > NNx0000 00 NN � ao a0 II II II Z) O W O II II z z- � IQI II z z z ------- ------------------- ---------------------------------------------- -------------------- . �`� �'`� (O � (O Z Z Z Q a 00 O LQ � N FINISHED GRADE m r i Woaf00It 00 -0NN N » > > W 2665 can c~n ao ao ~ \ — — — — 2665 2670 0 II II ~ =II z z z z 2670Ln— — — —— — � / N+ 4Zz p - �< � W Q p (00 N N E 00 00� 00 \ 2 Z _ ------------ ——— —— —— -- -------------------- ----------------- -- -------------------------------------------- --------------- N > > > ---------------------------------------------- -------------------- ------------------- ---------- ------------------------------------ / Q �- -------------- ------------- ----- N -------------- ------------------- -- ------------- ----------------------------- ------------------ --------------- - -- -------------------------------------------- --------------- ---- -------------------------------------- _ _ Q w 2660 2660 2665 _ — — — — — — — — — — 2665 - II EXISTINGGROUND-------------- -------------- 12" - m STORM DRAIN CROSSING ----- ------------------- ------------------------------------------------------ ------------- L O Q z ----- - W ��-------- - --------------------------------------- -------------------- --------------- - - ------------------------------------------- Q -------------------- --------------- - EXISTING GROUND i 1f 2655 D-8" 2655 2660 2660 " L----- S-0.50% - --- STORM ---------------- ------------------------------------------------------ ---------------- J DRAIN CROSSING if------------ --------------------------L-_199' S=0.50% D=8 --------- - ---------------------------- -------------------- -------------------- -------------------- ---- �.�/ ------------------� --- - - ----------------------------------- -------------------- --------------- ---------------------------------------------------------------- ------------- -------------------- -------------------- -------------------- ------------------------------------------------------ ---------------- L.L N C 8" WATER MAIN W � ------------------ -- - ------------------------ -------------------- -------------------- -------------------- ----------------------------------------------------------- CROSSING ------ -------------------- -------------------- -------------------- ------------------------------------------------------ ---------------- O ------------------ ---- - L=36' D_8 ------------------------------- --------- --------------- LJ..I -------------- -------------------- -------------------- - 2650 S=0.50% 2650 2655 �`' D-8' L=377' S=0.50 0 - 2655 � (/') U) ------ - ---------------I-------------------- -------------------- -------------------- ------------------- ---------------------------------------------------- --- -------------------- -------------------- ------------------- ------------------------------------------------------ J REMOVE EXISTING 8" CLEAN-OUT AND > CONNECT TO EXISTING 8" SEWER MAIN. v INV=2652.24' (FIELD VERIFY PRIOR TO ------------------- ------------------------------------------------------------------ rn ------- CONSTRUCTION) --- ------ --- ------ ------- --- ------------------------------- ---- ------- ---------------------------------------------------------------- 0 2645 2645 2650 2650 CSW PROJECT NO. 18048 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 DRAWING DATE 01/03/2020 a_ SEWER LI N E W PLAN AND PROFILE SEWER LI N E W PLAN AND PROFILE C500 STA. 10+00 TO 14+00 STA. 10+00 TO 14+00 o �s�owa� F'yc m /VYI/ NOTES KEYNOTES ��C��GENSFO 0 20 40 80 120 2 �JJ �`YVl / 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 16970 ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. J \ 0 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. HORIZONTAL SCALE: 1" = 40' ��1-3-20 0 v / \ 2. SANITARY SEWER SERVICES SHALL BE TYPE VSERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' �� TFOF / ISPWC SD-51 1 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'AE M.G� N 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 6 DRAWING SW3. _' A•, J SITE KEY / F -sF` \ Y 1"=250' / CF�\�A 00 o 5 A, ass `-J, \ J A �• F / BLOCK 11 ti�� s �2 \ 1- O J Py �.y``'Lc Rs L o o / XLd sF'p 38, 7 8 \ = o rn y\ A s ~ Ln U 00 O [ifw sT 1s �0�'�' F ^ SSMH C-6 g�-5 9ra m �)T,S XRA s SF�S `�'D�x�itx �°' �� \ 00 a, sr" s F� �ti�F P' �� `� `moo; A / 2 F�ps s�sso� �� 119�' C, 'Co. ��• h 10 — — — — — — — — — — — — — — V, y�9� RA,'I'L o� �a �662 >o SR, ��'F SSMH C-5 ^ti 2 �v��// �4�) // � 2 8 x s• a 2 �� 12 Ld / 2 /_SSMH 2 "_ ��a� �°`Q,� 13 0 0 0 O / �• 4+00 ,C-3 C3 40 x//�V �'ico o, v 14 BLOCK 11 I a � � � 'd �_V N o SSMH C-4 �4�• �`�� /� �w /�� ^ � 15 1 2 vim, /��? cV canOcVr(ON cW) w 16 sl? 17 18 19 20 21 22 23 24 25 26 27 0 o w 'L! X p �?' cu � 4 > O U U 0 W W w w w CD l?(10 (D�O N f+') � > > > � J > U U U U U z <v 2 c� N C w iv > > O \ ,�V�ti, 8S d ��2 U ,� 11 �M' "tCD o ,,�_ vwi(OD vwi� o N- wo w > > o �N_ NO O O" N- W� lo W m" w0 OO ENO ENO �N^ (n U Di s, UJ /!Z(O WN o r� O0) O 00 �� N� N (n�F (D N� O NO 0) W000^ WOo O^ W0D O_ WO O I z I I ��• a "� � 2 // II (D �o � o (D o ,n cn ao N N o- z cv C N + Lu(D II W rn M M - O d ap N 00 ,- o N N N (C) 00 O SOX (�, � �y ��l WIC � N + = (D + II (° W (D W(° � w°� II (�O WN II M wOU � M �N 't N W� � N FOOD � 't I g /i (o cn 3 = v, 3 + + N LEI- N wrnF_ � w + II (D 3_+ = co 3_o = cfl 3_o = cp �_� � N w w " 2 � = II WI� � N UJ 2 (D 2 (D 2: co WOF= (D � + (D Co W + II (D W + II co LU 11 O U Q Z > N II (� F N W aO F- N W OO F- F_ W O I=- O (O ��Q � cv 2 2 �ci z Q z j NQ Z II cn II C� II (n II C� II cn II c� II V) II u II (n II C� �n II c� N vwi II � N v� II N (n II N - II - N O �O,// ,�G poi, SSMH C-2 - i- w > Q z > Q z > a z Q z II II II II p o in z in ^ V) :j ^ F- wz ^ � w > ^ F w > ^ � w ^ � w ^ F- w > - F- > Qz 1 Qz II _ r �(/ �(nJ - �tNJZ d NJ - d (nJ - �cnJZ > > QZ QZ v \ �^ Q� 8' 2 d'(n J Z d-(n J Z (n J Z (n J Z It N J Z d(n J Z d N J Z d Q W I w hX/�� Vim^ 2 2 cc N o w // � S 8„ 2 2 2 2 2 U CD \[if \� 2 ��,/(�`D ��y�(��;� SS, 2 2 2 2 2 w Q z !v X r 0 z Q L z ��Q 9 co 6, ;/, vh w ^44j 2 �� 162• 8 W S DEFIO WAY 8„W 8„W 0� O U z _ o \ a co� /N v(o, SSMH C-1 g"SSA +60 SSCO-2 Q C) W LL_ O �Q �N N ,V 4,h, 2 — SSM B-1 <8"SS °. cv� 2 (4 � MO V� 4 J = /co�/ N co 0 tn' Ory� 2 1 z \ �� tv f � cov cn+N'� v� `nm Wo�� w�- wc.F- 10 T N LL_ 5 3� o / o >� U� N� min Lu "v - co( // Z of N 0o ri >W) co U o 0 0) U N �� BLOCK 12 '��J= ��Q��N NN = N w+ o (D waV) � w M � 2 6 �= wQ � > ^ = N Nao = N NCC) 14 DESIGNED: C. GRAHAM 3v zz wa0 > II II o' u r u 9 O \ \ ui J w N iz z �cn z z N z z I DRAWN: C. GRAHAM vw) \ 7 N J N -' ui N J I CHECKED: C. GRAHAM Ljj \ /d 8 2 APPROVED: C. GRAHAM 2 o 10 11 12 BLOCK 12 8 PREPARED FOR: MOVADO DEV LLC 00 4824 W FAIRVIEW AVE 16 2 BOISE, ID 83705 z \ 7 Q U J J V) 2680 2680 Y - w ------(n - ^ w 3 .. w .. w .. N _ Z N -------------------- -------------------- ------------------- w � � W^� (n W ?i (n � w ~ z W w Z ^. z Z 'J Z =� v CV O ^ H ---------------------------- ----�,00 Lo------- --- v 00 ----- vv � ----------- - � Lo ------ ----------------------- ----------------------------------------------- -- (p----- -------------------- ---------------------------------------------------------------------------------- ----------- ------------------- ------------------ � Z---- J 0o 00 0) N (D 0) O M 00 O O r x O W W 10 > 2675 a ai of (n a (r) e. (n (D ao ^ �n (n N O 0 L.L (n _ (D (D 2675 N Z Z - O - ao (n N ao O N CO ao O O (D 0) N II II II ...... o (O ------- N (D tD N ------ 00 (D ------ �N^ O 00 N --- N -----0 O f� I\ (D (D ---------------------- ------------------------------------------------ ----- -------------------- ---------------------------------------------------------------------------------- (n_ II t 0o- (D (D II t p)- II (D �_ N O co (D a) (!i r Lf) (DNN OONN 0) NNN NN II II �� OOZ O (f) c0 Z wp ----------------------- II II L')� ^ II II 00 (� II II o r II ------ ----------------------N 00 Oo z Z) --------------------------------------------- - I (D --- -------------------- ---------------------------------------------------------------------------------r (fA (n u) (D----- ----- N cD N -- Z ce 06ZZ O � I� zz O I F, I� zz O Moirz O I L0 O U� (0 > > 000 (n (nin N a00V) N II 0) to I (D - - (D I � - o c,) + co = N FINISHED GRADE o_ co (D (D II 00 of 0) II '- ------- ---- U + (D U + U + II Z Z (DN N N � (O (D U + (D (n N > > II - - H M6Z NN » >- (� N » > V) 10 > � nF > > 2 II II z Z � � - �ooco II II II O + (D - O - = II II z z z = II II z z z = II II z z z 2 II z z ------ --------------------- Q - - -------------------------------------------- --------------- -------------------------------------------------------------------- (D z z z O----- -------------------- ---------- N w �Q - - - gQ - - - �a - - - II - - cnv) 0. 0o 00 ----- I + (D 0 w v)� �: - - V) _ U) � ^ - �� _ - NEEnw'm ao mo (D - - - O II Nz z 0 2670 v)v) W 't 't 00 cn cn O: 00 't 00 v)v) X 0o� 00 — _ _ _ - cn cn � co ao N N� 670 -------------------------- ------- - ----------------- --- -------------- — _—--,_ __ ---------- ¢ I II Z Z ----- -------------------- ---------- N N 0_00 00----- 2 Lu N w - - - - - - - (n(nw00 C -- _ - w 2665 2665 m 0- g - 8" WATER MAIN EXISTING GROUND ----------------------------- ----------------- � CROSSING - ---------------------------- ----------------- ------- ------------- ----- -- ---------- -------------------- --------- -------- --------------------------------------------------------- --- - -------------- -------------------- ------------------------------------------ - 12" STORM - L1J OROSSIN N - DRAIN G _--------------------- -------- 8' WATER MAIN - O CROSSING 2660 Q O J= 2660 L=106' S=0.50% D=8" v L=149 S=0.50% D=8" --------------------------------------- ---------------- ------ ------- ------ - N L-284 S=0.50% p= " - S=1.12% D=8 --- ------- ------- ---- --- ------- -- ---- 8 ------------------------- L=138 Y ------------------------------------------------------------------- ------------------ L=45' ------------------------------------------ -------------------------- --- -- ------------------ -- S=0.60% S=0.50% 2655 5 � S=0.50% L 0 LA 2655 D=8" D=8" D=8" w ------------------ --- J ------------------------------------- --------- ------ --------- ----- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- --------------------------------------------------------------------------------- -------------------- ------------------- ---------------- -------------------- ------------------- U rn 2650 2650 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 CSW PROJECT NO. 18048 DRAWING DATE 01/03/2020 U SEWER LINE 'C' PLAN AND PROFILE STA. 3+00 TO 11 +50 5 . 1 NS N I a WATER NOTES 16970 s 1-3-20 J 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE n 2 �O `S 3 4 5 MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. O �TFOF\OP Q N 6 'A/ 2 t47LF 8" PVC NNE M.G� 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. � 13 11 f37LF 8" PVC 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN 10 a 7 7 3 x2 SD-W6. r Y 0 25 50 100 150 lz '{ u� 0 4. COVER OVER WATER MAIN SHALL BE 4 FEET. Qf o M . 7 i w 5. EXTEND WATER SERVICE PIGTAILS 10 FEET BEYOND COMMON DRIVES. J SCALE: 1" = 50' f51LF 4" PVC SLEEVED 1 12 11 Lu o N THROUGH C900 PVC t17LF 6" PVC F D w I �1 3 8 PRESSURE IRRIGATION NOTES -- S f8LF 4" PVC S� S cn o ' 10 S 1. THE PRIVATE TWO-WIRE PRESSURE IRRIGATION SYSTEM WILL TIE IN TO THE PRESSURE p w z � �? Lo M f64LF 8" PVC BLOCK 1 1 IRRIGATION MAINLINES EXTENDED THROUGH THIS SITE. ALL PI MAINLINES, THE PI PUMP O p o"o t25LF 4" PVC SLEEVED 1 3 6 9 I STATION, THE PRIVATE TWO-WIRE IRRIGATION SYSTEM, AND ALL COMMON LOT = ~" � m o THROUGH C900 PVC LANDSCAPING WILL BE OWNED BY MOVADO DEVELOPMENT LLC. U w U " can I > 2 1 1 - " o 2 2. SURFACE WATER IS PROVIDED TO THE SITE BY NAMPA MERIDIAN IRRIGATION DISTRICT. A m ;_ � I t17LF 8" PVC 11 m BACKUP CONNECTION TO THE CITY OF MERIDIAN MUNICIPAL WATER SYSTEM WAS Q 10 o INSTALLED IN MOVADO SUBDIVISION NO. 2. o L w " 3 ° a' O " 0f p o , 0 3 3 11 11 Ld KEYNOTES 146m; 11 7 w O REMOVE EXISTING 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. 11 12 MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. BLOW-OFF ASSEMBLY MAY BE °? °? ON O d 4 \ REUSED ON SITE. = 3 � � � -0 ta 0 inr- n d \ O2 INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 0 ' u 13 ,p AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. o o z 1 d r 3 1 1 'A c� w �\ 5 ,o O3 INSTALL DOUBLE 1" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 z cp �< AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. z 1 1 J. '� v `;'I 14 ® INSTALL 8" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR w n \ FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. � w 6 3 /�F Q� Z O a o 1 5 N6'9G O5 8x6 TEE (MJxFLG) o o 37 C 6" GATE VALVE (FLGxMJ) w 0 z BLOCK 1 2 3 �. a a -> 1 w 6" WATER MAIN (LENGTH PER PLAN) N w 00 9 FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. u z i o 7 1 1 16 ToF \ ��l o Z Q z 0_0 z 1 1 t 13LF 6" PVC �o © 45' ELBOW (MJxMJ) L w \ 7 1 1 3 ° oCD 0 a _ 0 17 O7 22.5' ELBOW (MJxMJ) z w a $ A 5 ® 8x8 TEE (FLGxFLG) a o Lo 18 zo 11 3 \ 11 0 8" GATE VALVE (FLGxMJ) v I I ( 9 1 1 � O 1 1 3 19 2$ 10 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. L� W T N II I I 9� 11 TO 11 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. of 20 F 104 DESIGNED: C. GRAHAM 10 1 2 LOWER WATER MAIN AT STORM DRAIN/IRRIGATION CROSSING TO ACHIEVE 18 VERTICAL O 11 3 CLEARANCE OR UPGRADE STORM DRAIN/IRRIGATION MAIN TO WATER CLASS PIPE 10 FEET DRAWN: C. GRAHAM Li3 �•. �, 21 EITHER SIDE OF CROSSING. SEE WATER NOTE #2 SHEET C0.1. �� I a SS,�\ / \ CHECKED: C. GRAHAM 22 13 4" GATE VALVE (FLGxMJ) APPROVED: C. GRAHAM z I ALS 1 1 o BLOCK 1 1 14 6x4 TEE (MJxFLG) 12 2 23 PREPARED FOR: a ® 13 8 �oF �o MOVADO DEV LLC a- o ; ® 11 24 4824 W FAIRVIEW AVE ui ®J \� ® 14 M 3 NII) BOISE, ID 83705 Q � 1 / � _ 10 \ 11 12 25 5 �`d � r �x 1 5 ��,� 1 1 3 g 26 cp1 ® M. f 13LF 6" PVC / �0F 3 17 11 S`rS .Zc 11 3 / .o V) / 3 4 • �5 x \9�� O 0 z _ v Q� 1 1 L�55 11 Q 1 8 , d`AG � ZLL_ J o / BLOCK 12 �O 9 0 4 z 3 11 Q/ 10 Z Q z w 19 3 g c.o. O 0 O IL o t51 LF 4" PVC SLEEVED ^�� Ce Of � THROUGH C900 PVC 10 "" 20 11 11 / Too LJJ Li 12 7 �, ' ; ; ' � Q 13 21 11 �O `� 6 DC 13 \ PC. 3 / s° t31 LF 8" PVC Q i � � OAP 6 M 11 JP� M 5 D O z SRO se e\ t7LF 8" PVC 6 9 0 z S SPORT/VO wqY g o BLOCK 13 4 O Q Q 1BjLF 1 2 3 �8'SS 8„ PVC 3. . 1 1 0 CO LL I J / 3 \ f46LF 8" PVC Q G ® 11 f5LF 8" PVC / > Q o ® 6 3 11 s 5 2 / O w / o ,a 3 13LF 6" PVC o a 69 68 67 7 8 1 J 66 3 1 0 �o N 65 ss sh \70 BLOCK 11 64 oL C� \ 1314 63 C2 1 1 4 PIRR CSW PROJECT NO. 18048 \ B.O. / \ o o— — P\RP` PRR 61 3 � C 0 DRAWING DATE Ol 03 2020 � — - o \\ / / EG EG EG _ Q�-� c6mO 60 / o — GENS F�%� N I I STREET LIGHTING NOTES 16970 1 1-3-20 1 2 3 4 5 6 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT U VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND TFOF THE NATIONAL ELECTRIC CODE. 'Ai�NE M GAP cn 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE U THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. r U) 0 25 50 100 150 un 7 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, , J o � I BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. Y SCALE: 1" = 50' J BLOCK 1 1 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE W 1-- 0 V) I \ 8 HYDRANTS AND 2' MIN. FROM WATER METERS. \L D Lu U /r j 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS kD U Q BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR f11 1,f a) °0 w SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING z 00 _ 0 9 1 FINAL INSPECTION. O 1 = 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR ULd 2 QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. — @j o O w �, I 10 CO E 0 a z 00 a, bi U [if 3 N KEYNOTES " w x I 12 O INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY w EXISTING TYPE II I 4 OF MERIDIAN STREET LIGHT DESIGN STANDARDS. � STREET LIGHT °' °' ON O0 0 0 13 o N r 0 rn o \ V) 5 o o CD z w z ~ 14 z z = 6 V) /p � 0 Ld 1 5 ��9G z o `-' w BLOCK 1 2 C,S, D a- 0 3: 0� Ld \ �9ti cc v~i w 7 1 6 y� u �, 0-1D c> \ � -1 z \ 1 17 of z 00 0 0 8 ~ \ 18 a z w O o I I 9 19 � \ s� 2 8 o W T N n 20 � 10 �-9� DESIGNED: C. GRAHAM EXISTING TYPE II 21 O STREET LIGHT I \ DRAWN: C. GRAHAM Ld 11 22 CHECKED: C. GRAHAM w APPROVED: C. GRAHAM BLOCK 1 1 0 12 \ 23 \ o 1 3 PREPARED FOR: 0 24 MOVADO DEV LLC / 14 1 4824 W FAIRVIEW AVE Ld / \ 25 BOISE, ID 83705 � 1 a 15 26 U J J \ V) / 16 / 27 17 / cn • EXISTING TYPE II O 0 j STREET LIGHT 18 9 7 / BLOCK 12 10 Z 0 / 19 / 8 Z � 1 / z Q Q 0 0 20 7 w Li o`� > 21 O�� 6 0 Q V w Py 5 m [If �POO� 1 0 W Ln V) O / / BLOCK 13 4 / 0 W z 5� O Q ce 3 O J EXISTING TYPE II / � � S SPORT/VO WAY Q / STREET LIGHT V) 2 / Y O 3 / 69 68 \ 1 Lu 67 66 / cn J 65 v / 70 BLOCK 11 64 \ 63 0 62 N CSW PROJECT NO. 18048 61 DRAWING DATE 01/03/2020 71 0 — 60 / CTO ENSF� m R/W R/W 16970 2 1/2" OF SP-3, 0.50 INCH 1-3-20 O (1/2") MIX, PG 58-28 OOFVDP" � J 47.00' PUBLIC RIGHT-OF-WAY �' U 2' � 2 I NNE M.GFL 10' UTILITY 5' SIDEWALK 16.50' 16.50' 5' SIDEWALK 10' UTILITY EASEMENT EASEMENT J 2 1/2" ASPHALT PAVEMENT a a a a a a J I SEE DETAIL 4 THIS SHEET 3" ROLLED CURB AND I 4" OF COMPACTED a aaa a 3/4" 4" OF COMPACTED 3/4" GUTTER PER ACHD Q 4 4 4 4 CRUSHED AGGREGATE i Ld 1.5% W rTr� 'aO CRUSHED AGGREGATE SD-702 TYP. BASE COURSE JBASE COURSE )WSP S Lu o o LL- a a a a a a a a a //\/\/\/\/\/\/\/\/\/ MINUS PIT RUN SUBBASE 0 0 a) M fYf�l a�i � � � O EXTEND BASE AND /D/D D/D/ \/D\/D\/D\/D\/D\/D\/D\/D\/ \ O zo SUBBASE 6" BEHIND D�\\DD/•�DD � D �/ �� \ \ \ \ \ \ \ \ \ NCURB TYP. OF 3/4K CONCRETE OVER AGGREGATE BASE 4.. \ \ \ \ \ \ \ \ \ D COMPACTED SUBGRADE ~ � " m :214" OF COMPACTED 6" COURSE PER ACHD SD-709 i/�\/�\/�\/�\/�\/�\/�\/�\/�\r a 0 @j CD Of w MINUS PIT RUN SUBBASE m E �- o L- bi COMPACTED °o SUBGRADE 33' TYPICAL STREET SECTION I TYPICAL ASPHALT SECTION (LOCAL STREET) 4 � SCALE: NOT TO SCALE SCALE: NOT TO SCALE C$ V w x w rn rn O O O o 0 O N r O O) O \ V) O O MAILBOXES PER OWNER. w INSTALL PER MANUFACTURER'S z RECOMMENDATIONS. 3 O cn o U Vj Z J W w W Z o 0 20.00' 5' LANDSCAPE BUFFER D o o z o c� 0 D D O a_ N z SEE PLAN D D o D a m �iLl Elf j ono g J bi ro 12" TYP, 2 1/2" ASPHALT PAVEMENT m D D Q Z 0 0 Q Z Q Q ~ 2% SEE PLAN O o Z Ld a , a a a a a a a , . a , r\/\ r�\,�\ o D D Q o D D C)a a WO l/v a a a a a a D D DDQ D D D Q D 0 0 CONCRETE PAD \/\/\/\/ 0 D D D // // //i D/ram \ \ \/\\ \D \ \\r\\/\\/, o O 8" THICK CONCRETE D/� /\D/ U RIBBON CURB (TYP.) z w 10" OF COMPACTED 3/4" r_ 9'-11" VERIFY WITH OWNER > T N r7 o CRUSHED AGGREGATE BASE COURSE PLAN VIEW DESIGNED: C. GRAHAM O DRAWN: C. GRAHAM N COMMON DRIVE TYPICAL SECTION 2 CHECKED: C. GRAHAM Li SCALE: NOT TO SCALE C8.0 MAILBOXES PER OWNER. APPROVED: C. GRAHAM INSTALL PER MANUFACTURER'S z RECOMMENDATIONS. O PREPARED FOR: o MOVADO DEV LLC 4824 W FAIRVIEW AVE � R R BOISE, ID 83705 > �w a o? 40.00' Z zz J Ow O J MW O 00 O I w [if 19.00, I = 12" ° ° >D ° °io c °D ° ° ° 12 BUILDING PAD I ° ° c d iN ° D 6 ° I °z 1.0' 0 V 9'-11" VERIFY WITH OWNER J 2% SEE PLAN m O 0 U —♦ MATCH INTO EXISTING N CONCRETE PAD PROFILE VIEW Z LL. TOP OF BANK O FINISHED GRADE a a a a a a a � I z (3:1 MAX SLOPE) a a a aCN�° a Z Q Ln Ld [if , , D D 'D��D�\ '\\'�\/�\/ MAILBOX PAD DETAIL 5 °C _ w w m SCALE: NOT TO SCALE C$.0 C Li 6-DEEP DRAINAGE SWALE 6" OF COMPACTED 3/4" CRUSHED C Q AGGREGATE BASE COURSE OVER 95% COMPACTED SUBGRADE I Q z ZD V) GRAVEL ACCESS ROAD 3 O o z 0 N SCALE: NOT TO SCALE CB.O Q = I EIGHT MILE CREEK o J I J N Y O O 5 w G J_ U rn 0 N CSW PROJECT NO. 18048 DRAWING DATE 01/03/2020 O C8mO o �S\OrwL F WRAP TOP AND SIDES OF TRENCH IN NON-WOVEN DENS m FILTER FABRIC. GEOTEXTILES SHALL CONFORM TO THE REQUIREMENTS OF ACHD POLICY MANUAL SECTION Q � ` 0 8202.23 SEAMS SHALL OVERLAP A MINIMUM OF 1'. 16970 tL w 0 OBSERVATION WELL s 1-3-20 J o �� qTF OF\OP�O Q� PER ACHD SD-627 .A� N^lE M.GAP N e e D 00 �o �o �o �o �o�oo �o �o �o /i/ii/ii/ii/ii/ii/ii/% w N a4�J a4�J a4�J a4�J a4�J D4�2" WASHED 4�a4�J a4�J a4 4�J a4rJ a � � � � � � �, w a4�`o�`o�`o�`o�` D SOCK �o��o�Do�a4 �o�Do� / >� 0 � ' a4 0,0 °�`°�J`°dJa4 �� 4 4 4 4 a4 4Lj 4 d 4 0 0)4�D4� 14�D4�D4 U L u 00 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O = w a4�a4�a4�a4�a4� w � o � z 18 ADS, FOR E[ / w1 u w D4� PVC PERFORATED �4��4��4��4��4��4�a4 �4��4� G Z �J a4 Al a4 a4 Al a4 v iv PIPE. PERFORATIONS �M��j��j�_' �j��j w� IN TOP HALF ONLY. W �/U WW �/U W W �/U �/u 4� a�4��4��4 a4v� w��w a4 n�a4 a4 a �a4 a4 a4 n�a4 4 a4 a4 V) 61)� a4 a4 n�a4 \ J, a4 n�a4 a4 oo�oo�oo�oo�oo�oo�oo�oo�oo��o0 4��0��0 4� �a4� 4� 4�a4�J_z ° °�J`` ``jJ`6J` dJ``dJ N STORM DRAIN MANHOLE WITH D4 �4 �4 �4 �4 �4 �4 _ 0 2' SUMP PER ACHD SD-611. ASTM C33 a N N 0 = FILTER SAND o �� o 0 0 4 ^^a4 a4 a4 ^^a4 a4 ^^a4 a4 Q (a�va 4'1 11 (a-v4rW_-a" 0 0 0 OVEREXCAVATE A MINIMUM OF 2 INTO FREEFREE\DRAININE 0 DRAININ RATE)GAND BACKFILL MATERIAL E WITHB6E MFOR PERC NUS PIT \NATIVE, MATERIAL /�\/�\/�\/ RUN OR ASTM C33 FILTER SAND // \//\ w J ESTIMATED HIGH Q z 0 0 o PROFILE VIEW 17 GROUNDWATER z0 U PORTION OF OBSERVATION WELL LYING = NOT ENCOUNTERED U N Of ro \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ w J z � IN DRAINAGE SAND MUST BE WRAPPED X � / / / / / / / / / / / / / Ln w Q � WITH TYPE I DRAINAGE GEOTEXTILE PER < SECTION 2050. w `/\`/\`/\`/\`/\`/\`/\`/\`/\`/\`/\`/\ < Q z SOLID WALL PIPE BETWEEN o Of 0 0 z N MANHOLE AND BED. 0 o w EXTEND 5' INTO BED. z a go COVER REQUIREMENTS FOR SEEPAGE Q wo LENGTH PER TABLE w o BEDS LOCATED IN RIGHT-OF-WAY mOf zo STORM DRAIN MANHOLE WITH w 0 2' SUMP PER ACHD SD-611. Q p Q z_ z z w (n > T N r7 o m L w :218" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY a N w DESIGNED: C. GRAHAM 0 SD ui DRAWN: C. GRAHAM Ld V) CHECKED: C. GRAHAM Li m 3 INLET PIPE PER PLAN APPROVED: C. GRAHAM z 50' MIN. PLAN VIEW 5' MIN. U OBSERVATION WELLPREPARED oPER ACHD SD-627 ELECTRONICCORNER OF MACILITARKERS PLACED CED ON MOVADO DEV L C Of COORDINATE WITH ACHD INSPECTION 1 1 NOTES STAFF FOR PLACEMENT OF MARKERS 4824 W FAIRVIEW AVE DURING CONSTRUCTION PRIOR TO BOISE, ID 83705 >_ BACKFILLING. z 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY STRATA DATED APRIL 19, 2016, Q GROUNDWATER WAS NOT ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. CONTRACTOR SHALL NOTIFY OBSERVATION WELL PER ACHD SD-627 THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN J ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. Y 2. ACHD STAFF TO VERIFY SOIL INFILTRATION RATES AFTER STORM FACILITY IS FULLY EXCAVATED. 3. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. w 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, V) CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. O Q U z Q J � O o Q 0 SEEPAGE BED TABLE DC W w 100-YEAR STORAGE W 0 = SEEPAGE BED NO. SEEPAGE BED DIMENSIONS TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER VOLUME DESIGN INFILTRATION RATE \ z cn SEEPAGE BED #1 15'Wx55'Lx10'D 2666.00' 2656.00' 2654.50' 2663.00' (1) 18" 3,308 CF 1 IN/HR 0 Q w SEEPAGE BED #2 10'Wx168'Lx8'D 2663.50' 2655.50' 2654.00' 2661.00' (1) 18" 5,374 CF 1 IN/HR m m SEEPAGE BED #3 15'Wx73'Lx10'D 2662.50' 2652.50' 2651.00' 2659.50' (1) 18" 4,408 CF 1 IN/HR O V) L V) n SEEPAGE BED #4 15'Wx62'Lx10'D 2661.50' 2651.50' 2650.00' 2658.50' (1) 18" 3,700 CF 1 IN/HR 0 > O O SEEPAGE BED DETAIL (ACHD BMP #20) 1 \Q Y SCALE: NOT TO SCALE C$. 0 w J_ U rn N CSW PROJECT NO. 18048 DRAWING DATE 01/03/2020 tL O C8m I