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CC - Construction Documents 0 0 \o�L m SHEET INDEX Q� GENS IMPROVEMENT PLANS FOR O 16970 Co. COVER SHEET IMPRESSIVE EAST RIDGE SUBDIVISION NO . 2 E.TACONIC DRIVE _ _ —21-20 ® n C1 .0 FINAL PLAT SHEET 1 r `—' o FoF�o Co.1 NOTES P G� C2.0 OVERALL SITE/UTILITY PLAN LOCATED IN THW SW 1 /4 OF THE SE 1 /4 OF SECTION 33 N^/E M. Ln c3.0 GRADING AND DRAINAGE PLAN TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN o J C4.0 BERGHAN/KIWANO LANE PLAN AND PROFILE w cn C4.1 ZEMO LANE PLAN AND PROFILE MERIDIAN, IDAHO U N Q 0 C4.2 JADO LANE PLAN AND PROFILE 2020 3: C5.0 SEWER LINE A PLAN AND PROFILE w W / E I= C5.1 SEWER LINE B+C PLAN AND PROFILE � C5.2 SEWER LINE D+E PLAN AND PROFILE >� 0 �� � c U C6.0 WATER AND IRRIGATION PLAN N rn 0 � C7.0 ROADWAY DETAILS E. LAKE HAZEL ROAD YJ 0 c 0 z C7.1 STORM/GRADING DETAILS O °i x � � 3 0 (n U 00 :20 50 100 200 300 a m VICINITY MAP fu z L. w SCALE: 1" = 100' SCALE: 1"=1000' L. CALL BEFORE YOU DIG wCALL DIGLINE INC. I DEVELOPER 0� PRIOR TO COMMENCING a_ UNDERGROUND WORK 1 LX Know what'sbd09W. (208) 342-1585 C17 LLC (:all Worn you din- 4824 W. FAIRVIEW AVE. ID 83706 IMPRESSIVE EAST RIDGE SUB NO. 1 BOISE, w (208) 336-5355 a LAREN@CONGERGROUP.COM o z w 1 0 U ♦) LEGEND CIVIL ENGINEER � 0 I CORINNE GRAHAM, PE o z i CIVIL SITE WORKS LLC �a w -- -- SUBDIVISION BOUNDARY 804 W. RICHMOND STREET PUBLIC RIGHT-OF-WAY UTURE PNPSE BOISE, ID 83706 w F (208) 946-3874 o w - -z CGRAHAM®CSWENGINEERING.COMROAD CENTERLINE Q Z cn LOT LINE J_ ZERO SETBACK LOT LINE BLOCK4 I w w I O 3 LOT NUMBER I I 1 0 CURB AND GUTTER 1 33 32 31 30 29 28 27 26 25 24 23 v 8"SS> SEWER MAIN Ln SURVEYOR z 21 o I JEFF BEAGLEY, PLS w 0 8"Wy WATER MAIN 1 - - E ZEMO LANE(PVT)- - - � � SAWTOOTH LAND SURVEYING LLC � 0 i Ln 2030 S. WASHINGTON AVE. <12"SD STORM DRAIN PIPE 48 \ 22 EMMETT, ID 83617 DESIGNED: C. GRAHAM 0 PRESSURE IRRIGATION MAIN 20 w (208) 398-8104 35 47 BLOCK 4 \ DRAWN: C. GRAHAM w FIRE HYDRANT J� ck V) 1 �e 19 I CI_ CHECKED: C. GRAHAM SINGLE WATER METER/SERVICE i 46 I 36 o Pam' BLOCK 4 I APPROVED: C. GRAHAM z DOUBLE WATER METER/SERVICE BLOCK 4 a �P� 1 8 oB.O. 2" BLOW-OFF ASSEMBLY NPSE I 45 Q 37 O BTU EP 1 34 R � o ® GATE VALVE FF-44 o 14 16 17 15 SURVEY DATUM PREPARED FOR: 38 i 4824 W FAIRVIEW AVE �i �. J1i �. `� WATER FITTINGS s HORIZONTAL DATUM BASED ON ADA COUNTY GIS. Qs SEWER MANHOLE I , �eOC9 - -- BOISE, ID 83706 CURB INLET 43 39 1 3 �9ti� ALL ELEVATIONS SHOWN ARE NORTH AMERICAN Q ® I 1 1161T auc� VERTICAL DATUM OF 1988 (NAVD 88). J so STORM DRAIN MANHOLE / 12 S BOSCH WAY (P= - J MONITORING WELL 42 40 - fV I , STORM DRAIN SEEPAGE BED 41 11 / 0 O � — — LE BERGHAN LANE(PVT)— — � BARRICADES I z -� STREET SIGNS 10 J STREET LIGHT 1 2 3 4 5 6 7 8 1 z >_ 1 I SITE DATA O U ��Zg�o�� PROPOSED MAJOR CONTOUR (5') O — —— — BLOCK 4 ��262 PROPOSED MINOR CONTOUR (1') — — —— — ADA COUNTY PARCEL #S1132438550 > V) Zs3o EXISTING MAJOR CONTOUR (5') Q Z w --- SITE AREA = f7.91 ACRES O 262a/- EXISTING MINOR CONTOUR (1') E LAKE HAZEL ROAD (PUBLIC) m J a_ — 2.o0X DRAINAGE ARROW WITH PERCENT SLOPE LAND USE ZONE: R-15 V) Lw NUMBER AREA % ~ _ W Z V) Ln RESIDENTIAL LOTS 38 4.76 AC 59.0% V LLJ z Q PRIVATE STREET 1 1 .14 AC 16.2% � W W cn COMMON DRIVES 2 0.18 AC 2.3% O OU z V) cn LANDSCAPE COMMON LOTS 6 1 .83 AC 22.5% Q NOTICE TO CONTRACTORS TOTAL 47 7.91 AC 1 00% LLJ J CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED cn CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME V) 0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF Ln W CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; bi THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE cn 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 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE — o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY N AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE °ols,"­ad."°""°" Sp'A.1 � ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR 0 ❑� CSW PROJECT NO. 19013 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM '}':` ~ � r DRAWING DATE 09/21/2020 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING L OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE 0 APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. ate. . . Como ��o NL ~ GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL GE S zo CONFORM TO THE PROJECT ESC. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. ��C �m � 16970 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 9-21-221-20 SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING AND EXISTING PAVEMENT MARKINGS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE C) C) REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. 9TFOF`�p .ZP BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 'S,/NNE M GAP. 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND �_ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. N SITUATION IS RESOLVED. Y# U) SITUATION PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. i p 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR 3: TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD � GEOTECHNICAL REPORT. SD-709. o V) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO u START OF WORK. ' D 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. c U 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. o w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR 24 HOUR PRIOR NOTICE. 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE N M c: O ( ) 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION PLANS AND CONFORM TO THE ISPWC SECTION 801. � � �,M OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY X Q c z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY 15. PAVEMENT SECTION BASE COURSE SHALL BE 3 4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON O 3 a' NOT OPEN OR CLOSE WATER VALVES. / m w THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. THE PLANS AND CONFORM TO THE ISPWC SECTION 802. U) u 00 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVELa m E o 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. w MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE ON THE PLANS. fu L. z NO. 1. 0) bi 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. OR OTHER STREET WORK TO MATCH THE EXISTING PAVEMENT SECTION OR USE 2.5-INCHES OF ASPHALT, 4-INCHES OF , 3/4-INCH MINUS, AND 14-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. IF ASPHALT CUTS ARE NECESSARY w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. a_ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE CONSTRUCTION PLANS. PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND a PRIOR TO CONSTRUCTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. o BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA cn 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM REPLACE THE ENTIRE ROADWAY SURFACE. zTHE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Ov A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL o 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE w U) TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. > WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE o0 0 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS THE WASTEWATER RULES (IDAPA 58.01.16). BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. z ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. o z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION a M w 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS BEGINS. DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL U) QUALITY (IDEQ). o w z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE PRESSURE IRRIGATION Z SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS U) AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. w 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS CONSTRUCTED. O OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) o v PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. z V= 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH Lu o DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT o AND REGULATION. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL Li L APPROVAL IS GIVEN TO THE PROJECT. 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, DRAWN: C. GRAHAM v SEWER AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CHECKED: C. GRAHAM w 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA APPROVED: C. GRAHAM z CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). O DRAWINGS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE PREPARED FOR: 0 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS � 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE C 1 7 LLC w BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 4824 W FAIRVIEW AVE al� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). THE WASTEWATER RULES (IDAPA 58.01.16). BOISE, ID 83706 z FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ ( ) 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN ci WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF U) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR CV 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. p COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 3: STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE O 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, z ~ ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO PRIVATE ROADWAYS AND TRAVELWAYS. z 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. p 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 LL_o PROPERLY DISPOSED OF OFF SITE. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF N_ 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY STRATA DATED MAY 25, 2016, THE SEWER. \ V) FILE N0. B016057A. z 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. Q a_ Q 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO m � 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. w THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. w 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE N 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 LLI z Lu cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFICATIONS AND DRAWINGS. V W COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN 2 0 z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE 0 W g CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND > z STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE O cn MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. z GRADING/STORM DRAINAGE V) U) 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. Q C ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY W c PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY W DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE Y MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY V) p 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. (n 3: DEPARTMENT ON SITE AT ALL TIMES. W w 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO J DEPARTMENT. SCHEDULE INSPECTIONS. C G c� 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT o TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. N 0 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CSW PROJECT NO. 1 901 3 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. DRAWING DATE 09/21/2020 c� GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS p 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 0 @ coo 1 6 w �_ m 2 O a_ J U_ IY U) (n IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 BOOK , PAGE Y LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, 0 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO J 2020 -W l J U U C]N L 0,0 LL. O SCALE LEGEND kD C, CS1116 CORNER __ O z 6Q 0 30 1 IZO O SECTION 320 LOT LINE CO LLO U) u o (FEET) --- SECTIONAL LINE 0- 0 E L 1 INCH= 50 FT -- - - CENTERLINE I ro z EXISTING DEED R LOT LAVE a - NEW EASEMENTS u � UNPLATTED ------------ ■ -_ L__ __ S 89059'28"E 550.00' __ __ __ _ _ __ ■ - OTHER BOUNDARY LINE , 50.00' 50.00, 45.00' 50.00' 54.00' 45.00' 50,00, 50.00` 45.00' 45,00' 54.00' L3 FOUND BRASS CAP MONUMENT (/� r------I r------� r-----1 r ------i r-------, r-----n r-------p r-------i r-----i r------ r------ Imp (n 5' F� 1 I I I I { I I I I S'�I I I I i I I 1 1 p 1 p 1 b 1 v l v 1 v 1 4 I p I FOUND ALUMINUM CAP MONUMENT d O a v I v I v 1 a I v I Q I d I rn X QI o 0 4 I a I 0 O I o I I a I �v 1 O ° 1 UNPLATTED FOUND 5/$"REBAR/CAP PLS 14221 OR AS NOTED m a I I I BLOCK 4 M I Q• SET 5/8"REBAR/CAP PLS 14221 a � I � I � I � I � 1 � I � I � I 33 - 32 - 31 - 30 - 29 - 28 27 - 26 yr 1 � ° � O O N I rV N I N I rV 1 r� 1 N I N I 2 I I Q n Lu w -� �, I M 1 m I 1 1 m I 1 1 ry 1 - N o 0 FOUND 1/2 REBAR/CAP PLS 14221 _ - 1 1 d l d d l d 1 ? I 24 "' I° ! SET 1/2 REBAR/CAP PLS 14221 o I o a I ❑ I ❑ I ❑ I ❑ I ❑ I a I C) 0 F_ iv I d d d a d d d a v 23 22 0 Q I o I v d I d v I v 1 v I v I v I o l o °d L7 S 89059'28"E 131.00' cn 1 a y ■ ■ rn __ -- • CALCULATED POINT I I I i 1 i I�5' 1 1 1 I I I L6 LS 105.00'---- - d L------J L- -J L-----J L�-----J L_------J L-----J L- -J L- -J :L J I ■ w I z I 50A0' 50,00' 45,00' 50.00' 54,00' 45.00` 50,00' 50.00` L5 C7' L__ r. i a I POB POINT OF BEGINNING Z I S 89 5928"E 405.62' 1 p I r - - - • - - - - - - - - � - s •� 1 � U ! Oir i�I 1 LOT NUMBER 0 I L1 102.63' y E. ZEMO LN. (PRIVA TE) 302.99' `� �D O ❑v�ti �'� L--S 89°5928"E I10,75'-- g 80.50' 46 Q- l L''� Z S 89059'28"E 265.49' cog . �3 FAQ , ' ---------------Iv I (VOTES: Q o ' I >--S 89°59'28"E 103.00-�� ,r-S 89°5928"E 103.00'' s C3 v I z F9 o C2 ■ V� 20 "' +-+ 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES,PROPERTY DRAINAGE AND PRESSURIZED IRRIGATION Lj a1 1 "I 35 1 ss 0 --� ❑ TO BE OWNED AND MAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION,INC., SAID EASEMENTS v ,�y 5 89 59`2$"E 138.18`- 1 W1 47 I M ui 1 s� ___ ____________ __ a) HEREBY RESERVED ALONG THE FOLLOWING: a rj 12 jv`r• ` ' �s r c8�rr j I o j -TEN(10)FOOT WIDE OR AS DEPICTED, WHEN LOCATED AT FRONT LOT LINES,ADJACENT TO PUBLIC RIGHTS OF WAY U o L-S 89°5928"E 205.00'-J I ° `^ �3'f Lr, BLOCK 4 1a ui r, OR SUBDIVISION BOUNDARY Lu - S$9 5928"E 105.00'- f �� 19 �ry I n w -THREE(3')FOOT WIDE OR AS DEPICTED WHEN ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES Z 10.00, i y l a 1 1 b �F I N Q [7 w i 1- ui 1 36 I�p X6� ?r , 1I� � Q 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT WHICH STATES"NOla �1 1`r �� ---N89°59'28"W 113.b8'--Ji _ z 46 to W �1 10.00' f p '� 'p ry sn AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, w 1� h a En PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES J ~ L 1 0 1 r-S 89°5928"E 105.00'- �j 1 � r 77 18 Lr�o O LLl AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR WHEN THE OPERATION FACILITY OR EXPANSION li L-5 89 59'28"E 2 05.00'-J 1 �]/ 1 = N 89°59'28"W 122.86' ry o Y O __ ___ [� _ fib' L� t7 I p ❑ WAS NO A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT BLOCK 4 I_ a al la - °�� p0.� "� 1 `L24 � 50.00`-, � 60.00'-� �n N `� APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL O I 61 37 16 o BLOCK 4 y�0 ti q l I I I I I OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF." p 1q er �I Imo' ❑i 34 Gi 1 I I 5` Icx 1 45 1 Lti M! I 1 m 1 b I I O Q a 1 I v ❑ J t / W I v 1 I b Q d I L I I 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPL Y WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS z U i I u r Q T i S 89°59'28"E 105.00' ] L I S 89°5928"E 105.00' ry .��� Q�y o I I I I I OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. Lu r ------------ .1 d I I rn 14 v 1 15 w 1 16 w 1 17 1v O ui bi ' 1a ao 41 Q4 / ti °v I t 1 iy 1 1Q 4.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II v al u la °v �l 38 v a ti� ` r•r I o I o I -+ OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. DESIGNED: C. GRAHAM ch M`r N I 44 Z �I I`^ cn oti° ��� o o yko-001 O u, I I ,-10.DQ` d S' I v I v I 1 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. DRAWN: C. GRAHAM v L-S 89°5928"E 105.00'-J L-S 8905928"E 105.00'- Q� f �'F I I I I MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT 15 THE RESPONSIBILITY OF THE LOT OWNER, w ''�^ '� �, �4, 9° 1Er 1 1 r�5' CHECKED: C. GRAHAM � d` r--------------1 r--------------� �� g90 � �D- l p ---� L------J �------J I UNLESS SUCH RESPC?NSIBILITYIS ASSUMED 8YANIRRIGATIONIDRAINAGEENTITY. w a W ] 10.00'-I I F� C� ��- ��. 26.15, _ 50.00,_ 60,00' d _ I of la I I 10 i o� `�'r,, tt 1 0 o APPROVED: C. GRAHAM d �I o !y �'� 9F N 891159'28"W 136,15` 6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN. 01 43 is 61 39 6 yti3 'P1L 8 d p l I�L-S 89°5928"E 1Q5.QO'- h I 1 - °+�Ln L17 13 �Q��Cc a, �'�/ 7. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, BUT I o S$9 5928"E 105.00'- o 40 �'L J IN COMPLIANCE WITH IDAHO CODE 31-3805(B).ALL LOTS WITHIN THIS SUBDIVISION WILL RECEIVE WATER FROM A Q i ;--- Iry �i--------------- �p �p 12 y5, PRIVATE WELL, OWNED AND MAINTAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION,INC. PREPARED FOR: Cl 7 LLC � I 1 1 40 la ]' y 8.LOT 1,BLOCK I,AND LOTS 1,2, 17 AND 18,BLOCK 2 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, a_ I I�1 42 I� t �I f S 89°5428"E 48.00' f 'y��` �❑' AND ARE OWNED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION INC.LOT 10,BLOCK 2, 4824 W FAIRVIEW AVE Ld -5$9�59'Z8"E 2 03.00'-J^ �L-N 89�59'ZS"W I03.00' • i r ,���8 IS RESERVED COMMON AREA,IS A NON-BUILDABLE LOT,AND IS OWNED AND MAINTAINED BY THE EAST RIDGE �' I b �hf y ` Z o, ESTATES COMMUNITY ASSOCIATION,INC. B O I S E, I D 83706 CJ- z 80.50, 41 G�Z ti4 ���C�� N 89°59'28"W 94.44' b C15 I 1 I ��f o'y�� �ry�y Q I - - -G - - C� X-) 0 <1 9. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT INST. NO.XXXX-XXXXXX,ADA COUNTY RECORDS. 118.00, 131,94' �' ' R� (�� ■d ■- G L_ -S 89°5928"E 128.12'k-JI / �7� �P 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BESET A MINIMUM OF 12-INCHES ABOVE THE 40 U E. BERGHAN LN. N s9°59' $"W 249.94' (PRIVATE) J40g _R r r_ _________ �� �0, ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 45,00' 54.00' 50.00, 50.00' 45.00, L16 �� ----- °s ---- - 1 - 5' �- 1 1 1 1 i � I 1�5' j r< o �" 10 ( a ¢CG_3�� 11, THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INSTRUMENT NO.2018-052339. O $' b a b o o a ao ~ � ry O 1 d v v 1 d a I,A o o o a 1 a 1 BLOCK 4 `r W �� 92. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND w o M L--S$9°5928"E I07.43'-�� RESTRICTIONS FOR EAST RIDGE ESTATES COMMUNITY A55OClATION,INC. 7 t o W W I W 1 w W ! 8 6 ---------------� 1 M N Z cn l 0 2 i N 3 ry 1 4 ry 5 6 ry l 7 0 1 a 13. LOT 13,BLOCK 4 IS A PRIVATE ROAD, j + o o v d d 1 a o Q 14. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED,UNLESS SPECIFICALLY APPROVED BY A.C.H.D. U i j j v v o 0 o I a 9 �� Ln O LL $, �I z I "`' o 15, LOTS 8 AND 18,BLOCK 4,ARE SUBJECT TO A COMMON DRIVEWAY EASEMENT AS SHOWN HEREON. VEHICULAR (f p I 5'- i o ACCESS FOR SAID LOTS SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS,AND NO DIRECT ACCESS TO ANY - S 89�59'ZS"E 24b.02' PnB 45.00' _54.00' 50.00' _ 50.00' 45.00' 65.00` Z5.00' _91.43' __ STREET OTHER THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. THE OWNERS OF SAID LOTS TAKING > ° „ - ° �' ACCESS THROUGH SAID COMMON DRIVEWAY EASEMENTS SHALL HAVE PERPETUAL RIGHT OF INGRESS AND EGRESS Z I N$9 59 28 W 425.43 T I Q m a AND SAID EASEMENTS SHALL RUN WITH THE LAND.SEE CC&R DOCUMENTS FOR ADDITIONAL INFORMATION w p I v IMPRESSIVE EASTRIDGE SUB. NO. 1 I J REGARDING USE AND MAINTENANCE OF SAID EASEMENTS. m J W BOOK 116, PAGE 17499 Z) CLd _ r v 4.1 L u z � 32 ' 33 I , S114 CORNER T. 3 N. CPF 2015-013745 ' / L u --- --- --- --- --- 2 Q z SEC77ON 32 N 89°59'28"W 1329.49' --- T. 2 N. E111 C6 DRNER N 90°00'00"E�1 1329.66' S \ Ld E. LAKE HAZEL RD. CPF 111066375 SECTION 3215 Lu � ILLEGIBLE BASIS OF BEARINGS RAAP RANCH SUB. ILLEGIBLE 2030 S. WASHINGTON A VE. O Q z BOOK 105, PAGE 14503-I4505 �o��, Lea EMMETT, ID 83617 Q z (208) 398-8I04 w - 11574 FAX (208) 398-8105 w cn **SEE SHEET 2 OF 3 FOR LINE& CURVE TABLE** �` �' / 1 ���� > Y °� �� Lrrd�urveyirc LLB WWW.SAWTOOTHLS.COM w w F AGti pC SHEET. DA TE: DRAWN BY. CHECKED BY: JOB#: DWG#: I OF 3 8/2020 WFJ JB 19116 19116-FP J_ U O N O n1 CSW PROJECT NO. 1 901 3 DRAWING DATE 09/21/2020 C� w O 0 cl ■ 0 o i p 5g GE m LJ IMPRESSIVE EAST a0 I i RIDGE SUB NO. 1 16970 W TOE TOE TOE 9-21-20 TOE TOE n �q `ZO c� TOE TOE O TFOF0 .ZP M.GAP U o Ln REMOVE EXISTING CLEAN-OUT m 0 AND CONNECT TO EXISTING 0 25 50 100 150 8" SEWER MAIN V) Y 0 20.00' SEWER SCALE: 1" = 50' Y � EASEMENT/SECONDARY J w FIRE ACCESS ILIw l ;_ n 0 c/) � In U 00 (� o _ J k Op G XO c �� 5 8"SS> s 0 Co LLi .. cn m O U) u o a CaJ w S ��oo m fo L Z w °' � SEWER LINE UTORE PNPSE 1 V) SEE SHEET C5.0 w m x w 20.00' SEWER D EASEMENT/SECONDARY p FIRE ACCESS n - - - - — - - - - - - — - - - - a 00I I I I I BLOCK 4 I I I I I I I I I I I I I STUB 8" WATER MAIN z I I I I I I I I I I I I I I I I I STUB 8" SEWER MAIN I FOR FUTURE TIE-IN FOR FUTURE TIE-IN o II II II � gp 0 I 33 I I 32 I I 31 I 30 29 28 27 26 25 co I I I I I I 1 1 ° 1 I I I I 1 241 I II TUB 8" WATER MAIN 23 C.O.c.o. o. FOR FUTURE TIE-IN SEWER LINE 'B' W m 0 SEE SHEET C5.1 I I I I 1 z I I I I I I I I I I I I I I I I I I I SEWER LINE 'C' z \� L — — J — — J L_ - - J — — J L_ — — J — J — — J L — — J w — J \ SEE SHEET C5.1 I I UQ o s„W s"W I I 21 w I 0 I w - — E ZEMO LANE (PVT) — — s BLOCK 4 zS <s'SS S <8"SS � / _ - - _ _ - - _ J N �3 0 Z = 48 22 -- - - - - - - - - - m w •a J w I — — — — — — , INSTALL DECORATIVE �� / 20 p I z I I x xINSTALL DECORATIVE x x . x x� STREET LIGHT PER OWNER V p I 47 n I STREET LIGHT PER OWNER + L — — — — — — — — — — — o S D 5 D / S W uj—co I Z - - - - - - - - SEEPAGE BED #1 �.` No Lu 00 r - - - - - - - - � k, 19 Z - - - - - - - - � I ° INSTALL CONCRETE " O 0 DESIGNED: C. GRAHAM � I 36 MAILBOX PAD PER J i ASS, \ rLO��' _ — N 0 DRAWN: C. GRAHAM p I 0 I 46 I I DETAIL 4 SHEET C7.0 + i i �� SO — — — — — — 00_ J ~ � - - - - - - - - � j I I a A- �Q s CHECKED: C. GRAHAM w L - - - - - - - - J w r - - - - - - - - - / z �P I I APPROVED: C. GRAHAM m- - Q I I + o 0 0 E PSE I i 45 7 a I I /-4 `�� I I I I I I PREPARED FOR: R PN F0�0 I - - - - - - - - N - - - - - - - - � / I 15 I I I I I C17 LLC or�w _ _ _ _ _ _ _ _ SEWER LINE 'D' 4824 W FAIRVIEW AVE Of r I SEE SHEET C5.2 I x x + / 14 I I 16 I I 17 I BOISE, ID 83706 BLOCK 4 z I 38 44 I SEEPAGE BED #2 REMOVE EXISTING BLOW-OFF Q I I I AND CONNECT TO EXISTING B 8" WATER MAIN sn _ _ V) r _ _ I B — — — — - r - - - - - - - - � ® / �v� — J L - - - J - - - � N Y IO I � I I ® M - - - - TOE o I 43 39 �o I ® 1 a - - - O INSTALL DECORATIVE I I I I I �,j, 41 d - - - STREET LIGHT PER OWNER L — — — — — — — — — — — - INSTALL DECORATIVE FAA J I — — — — — — — _1 / \ r — — — - STREET LIGHT PER OWNER 1 2 >- I \ I Z v STUB 8" WATER MAIN I i 42 I 40 i _ // — �iB Q FOR FUTURE TIE-IN HWAY �P_ / \ — — — D - - - - - - - - � / / SBOSC CL J SD S 1 SD 7 w 41 o e.o. 8 W _ — E BERGHAN LANE (PVT) wS 8"SS> 5 <s"ss 5 L - - - - - - - - - - J ,// /� Lu ZD z I I I I I I I I I I I I 10 / / Lu w I I I I I I I SEWER LINE 'E' 1 1 1 / I _ Lu 8 SEE SHEET C5.2 I � I I I I I I I I I L — — — — — — — — / I > z I I 2 I I 3 I I 4 I I 5 I I 6 I I 7 j r - - - - - - - - / I 0 J STUB 4" PRESSURE IRRIGATION I 1 CL FOR FUTURE TIE-IN I I I I I 11 1 1 1 1 I Q 2 Q 1 1 BLOCK 4 11 1 I 11 20.00' SHARED I 9 I..0 _ ce I I I I I I I I COMMON DRIVI I I Lu W TOE TOE — _ _TN — _ _ LOE — J TO d > > — — — — — — — — — — — — — — — — Y PI PI PI PI PI I 0 3: Lu I I w ILI � I � E LAKE HAZEL ROAD (PUBLIC) 0 EGEP EGEP p E G EF�G E�G EF�G EF�G E G E G E G E G EF�G EGEP 0 N p n1 CSW PROJECT NO. 1 901 3 = CONSTRUCT 4' KEYSTONE BLOCK CONNECT TO EXISTING 4" DRAWING DATE 09/21/2020 p WALL. SEE DETAIL 2 SHEET C7.1. PRESSURE IRRIGATION w 0 0 C2m0 �S,OrwL F �o � ENS m = I N C6,,. -I vl a I 16970 9-21-20 IMPRESSIVE EAST U I I RIDGE SUB NO. 1 _ _ - _ _ D,A7 TFOF�OP .ZP l � - _ ___- __ -_-_- - 2740 ECG 2750 -^�G- - - �G ��' _ �v �C� �C� �C� �C� _ �C� -_�,C� _2745 �.G_ _�.G _-_�.G _�.�' =F/�' ;2745�G -=_�G •\ T� '\O ham' D�`i t O� 01 ��_ - - ��' - - - DLO- - - O� 6�_ - - - p�L_==_= � ___- Oy-=_ U - 1h�- - AhP=___ ,�h�-__=-;�4j�'=2755 ,�h�- - - - .�`o�- - - 1�� ,�0 ,���`' ,�g�' ��D� �,�Dc ��.y. + - -��y._2750=��'y - - - 1��= /�h�_ :E: _ ���L 0 25 50 100 150 � ^ /� IiIIIIIIIII IIIIIIIIIIIIII o I ' 2�53 \ II, Ills 10 SCALE: 1" = 50' i I N I NI NI w l E I� I W Lo N N ^ I I N N N N a °`/ I I I I I I I I I I I I I I I Q 1> N � N I� U , / / I I IIIIII I I I I L3In �, M � � o ? ? ? ? ? ? ? o 0 0 o 0 0 /� o 0 0 0 0 o III 6' I ABBREVIATIONS � CO 0,M > > > > > > > F F F F F F F F I Z F� s�,� � s �, s�,s �, ss9 �, sss �, ssR �, ss? \ I �. o � h / o 5 N �, I I x o w h ti o w � o I o rn �_ >' ?' ?' S• 8- 6'• S• 0 �,,�� �,,�� ��a � � � S S y �, L S 'y �I III CL CENTERLINE m LLi cf) ? w ti ti ti ti ti ti ti ti ti �. ti �. ti ti G 11 EG EXISTING GROUND p � o �.or� c�,p6 EG - EG- E - - - - - - I I I 1 FFE FINISHED FLOOR ELEVATION m >2, O 2753 ���,� 3I 1 FG FINISHED GRADE ro a_ 4 �L I �I FL FLOW LINEro OrO 0 0N a� 11 0,0 1� g`�' Win, 01 �� 6�l' p0 ,�1 Oh O I 1 HP HIGH POINT L w �0 5 / �� - - °` °` °` o°` °` �y�y '� '� ,��'� ,��ti �`i''� ?,S?S .c�, "I I I I I I I 1 INV INVERT °' `L �L - �Co F�' FG ,- FG FG FG FG ��, F�' F1' FO 5 FG F�' F�' F�' '1. G ,, I ME MATCH EXISTING r'> h� �5 I F I II C�� RIM RIM ELEVATION , N ? s� 1�1°l° �� ,`L I I II'��� II TRC TOP BACK OF ROLLED CURB cf) Fc,S>6S, \ \1 w 'Lo n UREPHPSE „ �I �1��1 I OA TOP OFTVC TOP CK OF ASPHALTRTICAL CURB x N \ N �vT N 1 1?j I I I I I I I I I TOC TOP OF CONCRETE � I N s2s�.�� � \ I II �,�'' FG o I o 0 0 0 0 0 0 0 0 0 0 0 o IIII I < GRADING NOTES o = N F F F F F F F F F F F F F F a � > ti o o o o I ti�I I I I S h - 1``�� 1. SLOPE FINISHED GRADE AWAY FROM BUILDINGS PER INTERNATIONAL BUILDING CODE. , I I III I w �� 1 \ �S, I I I G I I 2. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' z \ \ ��h I \ BLOCK 4 2�5� \\ � IIII��1 111 FROM PROPERTY BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE Z ti \,� 753 �,n _ I I I it I a_ U \ \ \ 1g� \'per s 2 - - Ag`�'�I I 0 PROJECT SITE ONTO ADJACENT PROPERTY. N \ I ti / \\s N 2 752 - `L I �n Fc S60 ' ^ 4, / w ?j I o I I,I1 N 3. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF Z � N / ��$ I 33 /� 32 31 29 28 27 c5 26 2752 Q s'y �G' IN INI REMOVING THE TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR z ,� 5 � �• ,.I. I Ld h \ 2�52 2 4 o I I I I�v , I W o R w STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PE p CD z N / ���Ox I `r, Z INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED a v 2.199; `� > CB #1 A 2 3 a 0 \ I I ���``� I , m LOCATION. w I I ?, C� C� C� 2752 A t - o ar� s / `- 11 �` 'ti F0 � '� F6 \ � '� F a � o F ,� � � � '� F � F � II� I11111 � � w N I FO > I h ti o h O o �' I I I v, 4. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR o z >. I I/ / II, ,fig c�K' I t`' �`' ,IK "�' "�' `L' '`' '` O' ` S� �c III I I GENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM `l' 21 I I G I I ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL MATERIAL SHALL O O 1 G I 1 HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF a I g� � O3 � ®® � t21 LF 12" PVC ® 0.50% �' S E ZEMO LANE (PVT)- - - - s O'S O BLOCK 4 IIII ��I EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL w wo ? III I%FG,1 ��_ F / - O - - O ��g0' F�' / I �1`?i ` REPORT FOR ADDITIONAL REQUIREMENTS. 73 z c�` ,S> 11 IIII ` gg / 48 2754.13' FG- 2754 -2753.90' �og2 2>S T IIIIIIIII�,I 5. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED o C S I I I I \ tiv CB #16 ,�� ' / �R O I I I I I I IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE FIG 2753.94' FG q SDMH #1-1 ti S' 20 IIII�G I PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT 'nc �jiS " .0 i I Og I GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. ±41 LF 12 PVC ® 5.16% f 10 LF 12 PVC ® 1 00% I III ��' \ \ os, 0 35 ?, `� ° Lu FG I I 11i1���' \ °'� f / ��' ?> �� c `� , SEEPAGE BED 1 1 \ 10 � w SDMH '1-��FB 2751.21' tillllll I \v 6. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN I I IIIIN Q9)9 ��' SS egg 6' 20'Wx108'Lx10 D \ o� ±49 LF 15" PVC ® 4.97% III IIIIII I MATERIALS CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS DESIGNED: C. GRAHAM ?> I u� Ill I(� ti �' �° S- �L _ r'� o III IIII AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER o I F� S)Q. " IIIIIII 1 \ \ \ \ \ `I1 / ��g SEEODETAILYR V1 SHEET 8C7 1 �`'�/ G® I oo�° ?> 19 IIIIII GII I AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR DRAWN: C. GRAHAM I I I I \ \ 1 I 1 1 / I I i r QJ O' S� '��, G ?j I I�. UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND CHECKED: C. GRAHAM 1 1 ® S F II � I � - 275� . � � I I I, �• GI F � S ��^ _ � .� I I JG CB #1D O• ��, �, ? �• I i DEQ EROSION CONTROL PROCEDURES. I III.iAg \ \ 1 1 1 ) 1� / I o`0 c %��\\\ 1 Q / ?>3 ,� �. 9 h I APPROVED: C. GRAHAM N I I�III�`�,�c, / \\ < < �A� FG 46 ?>S ,,�'S 2754 sR' /l/%j����\\\\\\\ ,�� .�� / >>j,G' 1`'� G 2752 O' �1 I I 7. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT o I ^ �`_ �� I o�O �' `�s �' S(�`'/\\ \\J IIIIII ,'` ► F __ O�� ��g I I I I i i I I I i I PREPARED BY STRATA DATED MAY 25, 2016, FILE N0. 60116057A. ?� I N ��_=_ill \\\\\ ti s• �\ 2755 '�� ^� III \ \ ) I '`�` ��III�I\�\�. >/ CB #1C (DOUBLE) ,��`L II II I s 111 I I III ti ,�� , II / / //////// o �., `\ l `� o II PREPARED FOR: ?, �'� III.,III C 1 7 LLC / / / `� F�' i ?> <<< < / f21 LF 15 PVC 01.00% s? �� �� I 0 l /or� / I / g�6o `�' / ���',� / I �G 45 ?, �° �� s`�s \ ��\\\\ ��J I I 34 '�. FG INI�N 4824 W FAIRVIEW AVE ✓�y� ,� I ,'� '�� s� w `� BOI S E ID 83706 271 ���� ' g' / I � ss, a ti� 1 rn r ` _ 1 5 � i \ Q F� '�. / I I I ti o - 27�3 - - 2752 � I I I I I I I I I \ ,y� / I UTUREPNPSE a 38 ,� 15W 97ELBEODD 2 14 16 N 17 llliiil STRUCTURE TABLE J / �� I F FG 44 ?j v, FG ?j cV 100-YR VOL=5,833 CF II N / �g6 �1 G / �'L I �� �� SS, �.ySS, 2752 SEE DETAIL 1 SHEET C7.1 80� _ _ • 2753 ,\ Ilillll� \ STRUCTURE NAME: DETAILS: CV ?�S // / /�' r / �� O�, �p� \ II �� CB #1A RIM = 2750.21 6'?�• / / I / I I BLOCK 4 \09�9 �5�� OAo M / \ S 1�, 1�, 1�y - 1h�, a 12" INV OUT=2747.21(S) y 1 1 o 1 3 �pC `L `L `L - - - �L 1d TOE " RIM = 2750.21 Z �G 43 ?� ��, 39 ?j ® _ o1° 9� - CB #1B 12 INV. IN=2747.10(N) Z Z J �A 6 �c S� I '� �c S? g`L G o \ - � ' %��� 12" INV OUT=2747.10 S Q U ? ��g150 / 1 w FG,>S � 2755 \ � � ( �, � \ ti � - -G / ' � _ CB # C 15 INV OUT=2747 6 ( ) M ,� , �� � � ® 1 �� RIM 2750 65 � � o SR>• I 1 /�i, ��I I d I i` l \ 2753 - Q / `l� 1 % // Y (P�gLIC) 5 NW w v 42 ? N / \ C� 40 �o� -�'`� VG/ / SgOSCHN►- RIM = 2750.65 > z V 0 F N F > F SDMH 2-2 i IN .� S # x `' // , ® ® CB #1D 15 INV. IN=2747.44(SE) � ��� g6g c �60, / \ �,`° - ,�o�` �205� p3 // 15" INV OUT=2747.44(NW) Q Q I �� \\\FG' I 1g 1g I �`' 'S s t 11 LF 15" PVC ® 21.21% / so m J Z m ? J N \\ \`°\ r\ \�� f8 LF 12" PVC ® 1.25% _ 2752 / _ CB 2A 15" INV = 2750.39 NW Z CB#2B� it 1 # ( ) B.O. -i-E BERGHAN LANE (PVT)- - SDMH=1 2> c s� " W S Al / 9, c CB #2B 15 INV. IN 2747 68(SE) V z C) f 21 LF 15" PVC ® 1.00% O �'A,c `'> ?j 15" INV OUT=2747.68(NW) 'n(,' C � W ?>s R9. SS .cc S� .cc S2 .mac S? ,cc S� ,cc\ S� 1<0 S� ,cc S• N �� sz, �,9• RIM = 2750.96 � > Z �O- - I > ?S' -S?• /" •AO- �O�• 1 0 '� � SDMH 1 1 12" INV. IN=2745.00(N) cn _ ) 12 INV OUT=2746.00(SW) Q a6 I��\ \�\`\\\\ ���/ CB #2A 8 -I-FG Ss O� 12" INV OUT=2745.00(SE) cn \ \ Sg �• �-� J �✓ v / N BLOCK 4 /N 2752 119. \ V _ �1g RIM = 2750.93 Q Z ~ / s� �II((((�1111 I 2 3 4 i 5 6 7 N // I g`L I a SDMH #1-2 12" INV. IN=2744.90(NW) w - - v \ (` J / N 15 INV. IN=2745.00(SE) W Q / ��\� �� / ` / F 18" INV OUT=2744.15(SW) > - 2752 - ? U) .� s .� s .� s .� s .� s .� s .� s .� s ,� s 9 6' Y � I _ o � , \ � R� o � As I o � Ro o � �� o � �s o � �o o � ��I o � �R� o �c ?s o o _ / ? � sR. " RIM = 2751.01 � DC ?>S S• F S'F S' F S' F S'F S' F ?•-F S' F A' F 1 F -,�, >s 15 INV. IN=2745.50(SE) u o F 8 - �'l• h ti- - O 'h O 6_ �_ > SDMH 2-1 �' 6'9 ti �'� 0 _ - g - - - 'S - O g �' A / ❑❑ ❑❑ # 12" INV OUT=2746.50(NE) W w 1g r%i 1g 1g 1g r� 1g 1g 1g N 1g 1g N 1g 1g - - Ki >3. �O 12" INV OUT=2745.50(NW) ===-�- `9S 6L cn r,• - _- ?> T - - - �> T ?> I ?> 1- - - ?j ?, - - -?> I ?> I ti' ? ? S• RIM = 2751.24 O - -6' O - 6' 0 - - -6' O 2760 - - 6' O - - - 6' 0 - - - -6' O - 6' O - - 1�O - ->6 /O - - 2760 - „ _ ? /y - - - _ ly ? ly _ _ _? ly - ? ly �, yj - - _ ly - - -_ O �y SDMH #2-2 12 INV. IN=2745.40(SE) _ 18 INV OUT=2744.65(NE) oj I , 2�5-7 / 0 2757 - - E LAKE HAZEL ROAD (PUBLIC) �1g`O ❑ \ \p \� �P/ / // // // // CSW PROJECT NO. 19013 EP = EP EP EP EP EP EP N EP EP EP 21 \ \ / EP[ l l EK- _ DRAWING DATE 09/21/2020 CL - J CONSTRUCT 4' KEYSTONE BLOCK O / WALL. SEE DETAIL 2 SHEET C7.1. c3mO KEYNOTES o \GENS�o,�� o lO CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-709. -yy a_ O2 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601. � 970 9-21-21-20 33 INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. F`�P�.ZP� j ® INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN NNE M.GAP ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC 0 20 40 80 120 L SECTIONS 503.3 AND D103.6. U O5 INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES HORIZONTAL SCALE: 1" = 40' N cn SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Y VERTICAL SCALE: 1" = 5' DIAGONAL DECALS. INSTALL 3' VALLEY GUTTER PER DETAIL 3 SHEET C7.0 AND TRAFFIC I=w r4 4� MARKINGS IN ACCORDANCE WITH MUTCD REQUIREMENTS. 0 V , U INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER DETAIL 5 SHEET C7.0. O o M O I K Y v O / ® TRANSITION FROM 6LL_ " VERTICAL CURB TO 3" ROLLED CURB. I'D Q 0 zp 50 o / O INSTALL PEDESTRIAN RAMP AND TRUNCATED DOME PANEL PER ACHD O L 3 °i c o SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED m0 U) u o N 4 3 "TRAFFIC YELLOW." a m E N w 5 0 �. a_ 4 r� 10+00.00 00 u 2753.09 TRC 42 cn / \ o of 'n J w / 4 � cfl + 4 m o 'n cn a_ 10+45.00 � 0 3 N + / w 2752.70 TRC N rLol N o / \ ice / / w / 2 N / a C� \ 8 / x \ 2752.27 TRC F 10+99.00 00 \ 11+30.50 39 \ c� Ld 2752.24 TRC 37.501 ~ 0\ \ o ov 3 \ \ U 1 2751.97 TVC 40 s 24 Q 11+49.00 11+55.50 \ 0 0 2751.81 TRC \ 34 SEEPAGE BED #1 o o c z ` 4 \9_ a r7 Ld 4 F a U ~ OF �C �xo 9 �, SEEPAGE BED #2 Q i i �: i 2 / ° w z \ 2751.38 TRC ��� �O��o'D� �~ �� ❑o �i /ice/ �G� /ice �i �� �jxRs , ��b 4 / z cn FARO 00 ti1�� bi x G izD + 0 6 �1G so�jsO So`O`9 O,�h Qr O� �j xG tea' cso wo 5 4 �� 0 '`�J�� ^ M '"� ``��``� o`°�� 9s `i1`'� �6�����o^M S��BOO Gn 5 12+44.00 k s���p•�x�' �. ,� �,S x,O 4 Lc 4 o \ emk 2751.00 TRh�C O � yx 4 1kk 08 � �0 s? o N�x z Z ob'\ 4 w 6 0 R0 0. 8 14+00 15+00 S KIWANO LN 16+00 17+00� �j .\)X6S 0 S C o \ ^ry ^gyp 12+ag'a, G Z 1 I ® � -I- R'100� ,j 6O\E9S0 DESIGNED: C. GRAHAM \ N 2—_ r ZR 9 ® ® xa,O DRAWN: C. GRAHAM V) FA�c r\ 2750.85' 7 a 4 G 9 7 . c�js �js 4 �S,RA Od O CHECKED: C. GRAHAM Ld 7 TOA M ��� 3 �S 'A� 4 �0��� :�O �O�.O x T� APPROVED: C. GRAHAM x O 6' �' o \r �0 00 � ���� �8�� I o°?�Is x�G ELO �O'��� 8 x`S6' EGG' X,`9 �,-' �9 21 \ \ \ 00• + �- + �- 1 � g0� NG O �8 TIC � A�2751.2s' 8 �, Q N g �o PREPARED FOR: TOA r O g1• Ski 4 20 FARO LF��p�� TOA N ~ 2� ��� G 1 3 2,,5� So R C 1 7 L LC � �o 1 1 Z � 'O \ 4824 W FAIRVIEW AVE w J F 2751.68 ��x�� Off` to �`Sx A O \ 2751.73' �`1• � s� O ��, BOISE, ID 83706 TOA `L� O `�A•S> 19 / Q \ TOA > 1 5 / 2752.13' 10 z 1 8 nn., i W U) N J Y 01� 0 3: O p Ld 2765 2765 z Vn ------------------------------- --------------- ------------ ----------- -- -------------------------------------------- ------ ------- --------- - ---------------- J ------------------------------- ----------- -------- ----- ------------- -------------------- ----------------------------------------------- -------------- ------- ------ ------ -------------------- ----- -------------------------------- Z p U -------------------------------- ----------- --------- -------------------- ------------------- ---------------------------------------------- ------------- ------ ------ ------ ------------------- -------- ---------------------------------- , � --------- Z v^ , z 0 O O 2760 0 2760 > V Q 6 00 0 z oa ----------------------------------o ------------------------- ------------------- ------------------- ----------------------------------------- --------- o ------------------- o Q Z I L od Qa n O in 0)O ----------------------------------- ---------------------- �n � U + N + N O Q N � O J w W Z Q N W +-O r Q 1 W r tD L r ------------------------------- � N Z I..L -------------- > > w a~i w � r EXISTING GROUND N II N 'n II N H J 0_ II N r N Q II O 2755 a a m cn N Q II cn w � Q II II Q II w F- w O W z W > > Q II Uw > > N Nw � � U) wa Nw0 2755 - ----------a s c� ---------------------- ------------------- --------------� w -------------------- a o & ------------------- N w ~ - > z V W Z NW > > 5; 5; _ > > o D_ w CC as aoc� Q G Q -0.86�-- -5-> - W w o_ _ --------- ----------------- — — o - ----- - — _—_ — —— _ _ _ _ — __ — = 0.�6� - - - - - -- — - - — - - — 1.50 - - - - 1.5�9� — - - — - - - - - - — co 00 7 o ----------------------------------------- — — — 0.50% - 50% _50% 0. 0 O O z_ 2750 0`n r N o C c Lo 2750 Q[ z r �� --- a N FINISHED GRADE o Q Qi �Y�Lo N _ m w --------------�^ ---- -------- IF ,� +N r- W NN. M N ---------------------------- J E J W Ld ----- v ----------------------- a w ---J W a W \ J �j W Y 2745 a a 2745 V) z --------------------------------------------- 15" STORM 15" STORM --------------- ----------------------- ------------ -------------------- ------ o DRAIN CROSSING DRAIN CROSSING (A _ 3: ---------------- ------------------------- --------------------------- ---------------- -- ------------ -------------------- ------------------------------------ ------------ ----- -------------------- -- ------------ ------------------------------------------------------------------- LLI w 2740 2740 C W rn Z m o M o o o n n i0 m U o o N i0 rn cc rn �n cc r� L o o a, V) m rn o i0 co M N o 00 n ro M rn n co n rn n n n ID ID rn n o Lq M ao Lq 0 N M N N N N N O O O O N n n n n n n n r, o N N N N N N N N N N N N N N N Nn Nn n N N CSW PROJECT NO. 19013 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 DRAWING DATE 09/21/2020 CD o STREET B PLAN AND PROFILE U STA. 10+00 TO 1 8+00 C4m0 KEYNOTES N <����E s Fes% m Q�� V F� o lO CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-709. -yy m O2 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601. � 970� — — 9-21-21-20 O3 INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. OOF��P�.ZP� ® INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN /ENELn M GAP ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC 0 20 40 80 120 SECTIONS 503.3 AND D103.6. U J O5 INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES HORIZONTAL SCALE: 1" = 40' N J Y — SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE VERTICAL SCALE: 1" = 5' o DIAGONAL DECALS. © INSTALL 3' VALLEY GUTTER PER DETAIL 3 SHEET C7.0 AND TRAFFIC J MARKINGS IN ACCORDANCE WITH MUTCD REQUIREMENTS. o V) U O7 INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER D °1 N DETAIL 5 SHEET C7.0. O a in 0 Ln M Q) 00 0 SITE KEY ® TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. I'o Q a, zo T 1"=250' x � O 3rn m L ca O n " 00 o d m E w w r� z 0, W u cn — W' X w � W O w = O w I o z 33 32 31 30 29 28 27 26 25 `' I 24 o I 23 B.O. o w C, CG CG C, C, C, C, C, C, 'S � 'S o, 'S 'S 'S g 'S ti 'S 'S 'S p 'S 0 'S ,�� — — — — S S O S p 4 0 0 ti' O 1 4 1 0 1 ti Q w 4 �• x�j �. x� �• x�j �• x� ti x`L �,• x� xti 1 gyp. x0, � O� o .�`L 1� ti 1� S 1� S 1� 1� �x 1 h o o ti ti ti ti ti ti ti ti ti �O'`fix 4 4 0 ~ B.0 ��C) WB8 21 a_ r7 10+00 93 93 11+00 12+00 ® 1 13+00 14+00 6 o m 15+00 2 (o O� —� I — — — R,1p �o ox0 u/ I w O 5 O E ZEMO LN N 0° S Q00, ti� '` �G G o z 03 03 03 - - - - - - -1 �6Xp �o� o�000 Q � 1 JG 48 O JG 8 �js� O JC,. 2�S> O JG O ,\ojp�6x z 2 gyp• xrb�pv z Ili CD cp 4 x x ^� X. T x x x O O a L 4 u S s L �, p• 6 'S 20 4 O ti� I ti� 3 o) -NzO i3` �9 o 0 35 `�'o ,o 47 ��x 1�p pa 'fix A "o ks � pox p� 4 / o Q .y �. �j R 'p M 4j0' h� Vol L '� ,gyp O JG / z ED Lv o 'Q 1 �px gyp°' / � 4 1 8 � 1 3 19 DESIGNED: C. GRAHAM 2 7 O i I 36 SEEPAGE BED #1 1 pp0� �G SOP , �oP �pP DRAWN: C. GRAHAM V) I 0Li x h0 �, 0`L ^�� 00 CHECKED: C. GRAHAM 1 I �'�� �1 �1 �1 APPROVED: C. GRAHAM z I I 4 O 18 O 1 p y �o z o PREPARED FOR: Cl 7 LLC a �O �O O O 4824 W FAIRVIEW AVE 34 4 0o I BOISE, ID 83706 z / 15 0 Q N U J J U) N Y O O Ld 2765 2765 Z ------------------- ------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------- Lu J z J_ > -----------------o z O O � ; - O ---W O M U O O O + � Ord � O 2760 o N ± 6 °M' 2760 00 � V L Q II --------------- ----- --- N Z z ; � + o w _O N w w U Q II m II N m Q ---- PVI STA=10+10.50------------------- - -------------------- --- O zN w a II w ---- J Ln a VI EL=2755.11 Ja EXISTING GROUND N 0)P ------ 11 I Oa_ W _ > U) \ m a a > > + m ----- -W ------------------ -- ------ -------------------- Lo Ar— — II a -0.50% N2755 -0.50% af Lu 2755 W Z — -- - ------------------- ----- ------------------------------------------ w P STA- NN -2.00% - - - - - - N PVI EL=2750.88 > a -------------------0N----- ------------------------------------------------- -------------------- -------------------- ----------------------------- ----------------- > - -------------- ------ — a �' JO .079 — a w O � a- --------II N --- 0.50% ---- --- C) W a 2750 II z m -1W FINISHED GRADE 2.00% 2750 V) C � ------------------ ------------------------------------------------------------ -------------------- ------------------- ---------------------------------------------------------------------------------- -------------------- ----------- 0)-- ---------------------- MtNO----------------------------------- ---------- coo- J - roan 00� W + - +(rV �N o WO J III-- III > C HLU Y 2745 a 2745 () W ------------------ ----- ------------------- ------------------- ---------- -------------------- --- ------------- ---- ------------------- ------------------------------------------ ----------- ------- ----------- -------------------- ---------- --- --------------------------- ------------ N 0 12" STO RM W W DRAIN CROSSING ce ------------------ -- ----------------- >_ 2740 2740 — U t0 I� N t0 M M O t0 t0 O) M N O) N 0M N N_ I� M N O M O Of t0 Of 00 n n t0 Il q N N (D O) Iq t0 q a0 a0 00 O O 4 4 4 In In t7 V) N V) N V) N N O N O O Lo Lo Lo O Lo Lo L U) U) U) U) N N N N to to to N to N to to to to N to N n N N n N N N n n n n n n n n n n n n r n n n n n n n n 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 CSW PROJECT NO. 19013 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 DRAWING DATE 09/21/2020 o E ZEMO LANE PLAN AND PROFILE STA. 10+00 TO 1 7+00 C 4 . 1 KEYNOTES .0 \GENS�o,L m a� zo lO CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-709. -yy O2 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601. 16970 9-21-20 O3 INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. C�OFOF0P�.ZP� ® INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN NNE M. G P ACCORDANCE WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC 0 20 40 80 120 Ln SECTIONS 503.3 AND D103.6. U J O5 INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES HORIZONTAL SCALE: 1" = 40' N cn SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Y I VERTICAL SCALE: 1" = 5' o DIAGONAL DECALS. 2 � I © INSTALL 3' VALLEY GUTTER PER DETAIL 3 SHEET C7.0 AND TRAFFIC MARKINGS IN ACCORDANCE WITH MUTCD REQUIREMENTS. o V) U L O7 INSTALL DRIVE APPROACH PER ISPWC SD-710A AND COMMON DRIVE PER >= D 0 N DETAIL 5 SHEET C7.0. O o M O SITE KEY ® TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 00 a, 0 3 1"=250' m x � O 3rn m w v, ,-, can O - c' o d m W a r0 z 0, W U I— co cn W W' W x W o I Lu Q v O ma's ?� �� 4 ° �c� s2 �,�� s2 �c / z + s9, \ 90. s9, LG/ 2 9 I / \ 2750.54' 8 2751.09' 0 z / \ LG oR=26 / \ o Q � 2 4 4 z 4 / O Lij N I z / \ LG / o c� z w = / �G G� �G 2750.54' / 4 I a M �c� / VK �� OHO / o 30 �,G O r'� � m h`t' I �`1'' h`l' 4 / uvi 35 36 37 38 39 40 s s Lu 8 �� �� 1 �� / w )ZI 5 Q, c� c`A. .� 3 z / 2751.09' 4 Q G G G G n G ~ r'�k r c I O LG(HP) Z �' �' �Q �Q` �Q` O + S o � 0 3 w p O 0 0 o 00 N c? 4 Q / 8 �^0 �pX O� h1`? �6 ,�0,. 6a �'�. 4 .,00 0�• ,�`L �� N x O Gjj Ox 4j j ,max 4j0 x �x , p0 to 31 O �� ti� �� ti� N �,� N I ��• LG O a ® 00 V Q — 11+00 o m 12+00 — -13+00 I 4 — , 27 a7 8 — — �� 8 N LG oLu S JAD LN o 2750.65'' DESIGNED: C. GRAHAM o �� SR Ss ss ss Ss c, I �`'� 1 E B E RG HAN LN `��' cS o s `L E O DRAWN: C. GRAHAM 3 2 �o sr �o >> > >> A o ,�`�' G� 2 1g �o r, xs� c x�, o x1-: x- o no- �x�, TIC' ro � o^' co C 3 / CHECKED: C. GRAHAM w r'� so �� �� 4 s� �� r- �i � �, �p� n N N ti M ^ 4 3 APPROVED: C. GRAHAM A Z O I Ok,��� N p co 47 46 45 44 43 42 N N PREPARED FOR: 0 33 ^ M N INTERSECTION DETAIL INTERSECTION DETAIL Cl 7 LLC 4 1 t SCALE: 1 "=20' SCALE: 1 "=20' 4824 W FAIRVIEW AVE 4 I 2 BOISE, ID 83706 Q J m U) N Y O O 3: 2765 2765 W z W J z J > ------------------- ------ ------------------------------------------ -------------------- ------------------------------------------------------------ ------ 0 — LL o ----- ------------------------------------------ ------------------- N O O 2760 o 0? 0 2760 �-�. , cn oC + ro O N v o ^ to o, cD E ZEMO LN 00 — z CL w L II N PVI STA=10+10.50 --------------------------------- -------------------- ------------------------ + 04 4 o --------- `�^0 1 o � w PVI EL=2753.77 FINISHED GRADE N + N0��G v, a II � ---- PVI STA=10+37.50 v~i w PVI STA-13+34.12 a i w ��0 z = 2755 a PVI EL=2751.87 c~n w� — — — - — - c 2755 `L 1.00% ----- - - � � - - - - - - - - - - NQW z -0.50% LLJ z --00% 09—1.s Qz . 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SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. G97 a 1697O ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 0 � 2 POTAB LE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cPj p v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER �� �TFOF��P� Q� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 0 20 40 80 120 Ln DRAWING SW3. U J J HORIZONTAL SCALE: 1" = 40' N Y VERTICAL SCALE: 1" = 5' , / � 3 Y 0 � z 3 � w III �'�/ I b N i PROVIDE KNOCKOUT FOR I W LL 0 o p FUTURE 8" CONNECTION > D J U � N -1 8 10+iSSMH C.O. (EX) 11+00 O ry) 0 o <8"SS SSMH A-1 00 SITE KEY 0 1"=250' 9p. p 3 Q' m L cn 0 4" SEWER SERVICE I a m w STA=11+50.89 E a_ LENGTH=20.50' 4" SEWER SERVICE z INV=2749.92' ra W STA=11+65.77 LENGTH=29.50' INV=2749.99' LJ (n U) w 4" SEWER SERVICE m 00 v %�N; a_ + STA=12+03.39 w 4" SEWER SERVICE `V LENGTH=20.50' STA=12+15.27 INV=2750.18' LENGTH=29.50' INV=2750.24' U) LJ ~ a 0 00 � 0 20.00' SEWER z 4" SEWER SERVICE EASEMENT Ld 4" SEWER SERVICE STA=12+53.39 z p STA=12+60.27 LENGTH=20.50' U LENGTH=29.50' INV=2750.43' a_ INV=2750.46' 0 0- ~ LJ 3: z m ww w O o ( O C) ~ �`� (U'� 00 I ~ r� Lii4" SEWER SERVICE SSMH A-2 x�o �l�s. 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INV=2731.73' FIELD VERIFY PRIOR N TO CONSTRUCTION. ------------------- N CSW PROJECT NO. 19013 U 2725 2725 DRAWING DATE 09/21/2020 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0 o SEWER LINE W PLAN AND PROFILE C5m0 STA. 10+00 TO 14+00 NOTES KEYNOTES ENS Fo'tip 0° 0 20 40 80 120 O 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. lA ► � 1 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 16970 = � — — — HORIZONTAL SCALE: 1" 40' 9-21-20 O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. cPj, p v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' 00 �TFOF0P�.ZP� ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 'Q/NNE M GHQ 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD L DRAWING SW3. 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HN � oO a0 W Z ----------------------------------------------- — — — _ Z_ Z Z _ _ — (n 00 [ = = = (n(n 0_ 00 00 00 —- W — —(n(n 0_ 00 � 00 fn(n 0_ 00 00 (n(n 0_ 00 00 00 z ------- ----------------------------------------------------------- ------- ----------- ------------- - --- ------------------- ---------------------------------------- -------------------- - — — _ _ _ _ --- - -----_ ---_---- -- --------- -------- ----- ------- Q w -- ------ ------------- ------------- - ---- ---------- ---- --------------------------------------------- -------- -------------------- ------------ --- — _ ----------- FINISHED — — — — — — — _ W_ _ U GRADE —— — — — — — — 2750 2750 275 750 > 8„ WATER MAIN Q z CROSSING ------------------ ----------- ------- --------------- - DC m - -------- ------------------------------------------------------------ -------------------- ------------- - ---- - ----------- --------------------- - - ------------------- ------------------- ------------------------------- - --------------- ---------- --------- --------- - -- 8" WATER MAIN C LLI _ ------------------------------------------------------------ -------------------- - - ---- ----- CROSSING -------------------------------------- -------- -------------------- --- - -- ------------ - -------------------------------- ----------------------- - - ------------------- ------------------- --- ----- ------ ----- - --------------- ---------- --------- C Z � 15" STORM W — ------------------------------------------------------------ -------------------- ------------- - ---- -------------------- -------------------------------------------- ----- - ---------------- - --------------------------------------------------------- - ------------------- DRAIN CROSSING ------------------- ------- - --- - --------------- --------- - --------- 2745 2745 8' WATER MAIN LLI J 2745 CROSSING 2745 \ ------------- - Y ------- ----------------------------------------------------------- ------------------- ------------ --- ------------------- --- ---- ---------------- - --------------------------- --------- ---- ------------------ L=7 8' S=0.42% D=8" -------------------- -------------------- - ------ ------------------------------------------------------------ - --- L=313' S=0.42% D=8" -7L=40 --- -------- -------------- -------------- - ---------------- - - ------------------------------ ----- ------------------- ------- ---------------------------------------- " ------------------- ------------------------ - -------------- ------------ - -- L=232' S=0.42% D=8 ---- ------------------- 2740 S=0.60% .60% J -------- ------------------------------------------------------------ - L-42' L-67 p-8" - ------------------- 2740 274 D=8" 740 C ------------------- - -----5=0.42% - 0 2 G t S=0.42% -- -------------------- - D=8" -------------------------- -------- - ----------------- ------------------- -------------------------------------- ----- ------------------ o -------- ------------------------------------------------------------ ----- -------------------- ----- ------- ---------- -------- O -------- --------------------------------------------- N ------------ ---------- ------------- --- ---- CSW PROJECT NO. 19013 = 2735 2735 2735 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 10+00 10+50 11+00 11+50 2735 DRAWING DATE 09/21/2020 c� w o SEWER LINE W PLAN AND PROFILE o SEWER LINE 'C' PLAN AND PROFILE STA. 10+00 TO 1 7+75 TA. 1 + T 1 1 + 5 S 0 00 O 50 NOTES KEYNOTES E sFo'tip m 0 20 40 80 120 0 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. `A 16970 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. J r O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. HORIZONTAL SCALE: 1" = 40' O �,�9-21-20�0 v 2. SANITARY SEWER SERVICES SHALL BE TYPE D SERVICE CONNECTIONS PER VERTICAL SCALE: 1" = 5' OF SOP Q PISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. NE M 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD L DRAWING SW3. U J J 'n u# Y 3 0wJ —w LL o J >� 0 N L1 La 0 M � M O I'D 00 �D 0 1 =250' X v " O 3rn CO w (f) cn O n " 00 o d m E tY Ld w r0 L. z z 0, a � I M / U cn � SSMH E-2+ ^ - a_ > w w 0 Q I f- Lu O -� Q 0 N / I ` / 4" SEWER SERVICE cn w I 5D 0� SSMH E-3 Z I °0 1 1 SD N,L'� STA=12+03.87 LENGTH=40.92' z uj L) 0 0 - - > 90. INV=2745.61' o p > > > > > > (n O 9 _ — 149 h ago a 0 0' 0 W;o C o 0'_0 (n �• i U wren_ wa0 �. wry 10- w,� 10- wro �- wry 0 w : 8-W 8„W cn cn cn n cn O (n (n zo cn o z 0 B.O. `n Oi cn o m * w 0) N o 0; 0, "t 0) (0 N 0) Q v 8+01 9+00 — — 10+00 E BERGHAN LANE (PVT) -11+00-SSMH E-2 ♦� �'� Npp �'ON00 �MN00 of0) Nr of �'ONr J , 2 w w + II w + II W + II W + II W + II W + II � KI 8'SS> <8"SS 3: 30 30 3� = � 3� = � 3N = r 3:04 z SSMH E-1 w O LLI HN W— HN W� HN Ld N W— HN W— HN Q (n II c9 II cn II c9 II to II c9 II (n II c9 II (n II C9 II (n II C9 II = H —1 z cn aZ > aZ > QZ > az > aZ > < Z > o c) 3 " � wz " < wZ " � wz � wz " < wz � wz U W I 1 't(n J — (n J — (n J — (NJ — (NJ — 4(n J — W 2T 2 2 d m WO" w0" WO" WO" WO" WO' w0' U� 04O u O � I � — c�Ln I (�o c�,n 2� �� 2 O �'-'r 4 SEWER SERVICE 2 2 2 2 2 2 0 0 0 0 o ao o co o iv o 0 0 o N � STA=12+03.87 U w >ao >- `n0' >0i `n `n >00 � � >oi° r >o `n � >006n �� <° `n LENGTH=72.50' w �0000 �(0Or �OOr OfLoOr of— Oct of(0O (D �OOIt W N � 9 N + N , + N r I + N r + N r + N r + N r + N r + N W � o,� w w w w w w w cn� II INV=2745.94' z ,O• 8"W 8"W 00 = = N = N = � _ � _ � _ H II N � N O N O N O N O N N Q 10+00 — 11+00— S JADO LANE (PVT) 12+00 — < 13+00 II II II II II II II II � � II of— � II II w II c� > Z <8"SS <8"SS �`'� zz w� zz W� zz W� zz WQzz wQzz Wazz �� wz _ SSMH D-1 LNw — 3(nW - 3Nw - 3Nw - LJ 3� w - W(n V)Ld w SSMH B-1 I �0 N J w N J N J N N J N N J (� J N J 0 w wo 2 2 2 1 '��' 4" SEWER SERVICE Ao wr7o � w� OO W - o � w� 0 � w - OO w - STA= =122.37 U � 0 U� Lnr7 vao � � 9 - Lo (m �aoLo0 UMo4 I LENGTH=122.52 Q >oo � >No � >Oo � >� or >� or >ror I INV=2746.48' o ��n Of � t WO WM Wa0 U W + N W + N 'It W + N 't W + N 't W + N t W + N w (no II N N� II N U� II N cn� II N cnN II N cnN II N I w Es � II H II of II H II II � II ( II � II � II � II ( II � II O w 0 > w 0 > w 0 > w c� > w � > w � > TOE TOE OE T E TOE TOE W V) W fN J — W(n J — W cn J — W cn J — Ld V) id id id d DESIGNED: C. GRAHAM U) N (n (n (n (n O -t qt DRAWN: C. GRAHAM wi cn CHECKED: C. GRAHAM Ld APPROVED: C. GRAHAM — O > — — > — — > — — > — — > — — > — — > < — — < — — < — < — > — — > — — > — — > — — > — — > — — > - PREPARED FOR: ao 0 m v A EG EG EG EG EG EG EG EG EG EG EG EG C l 7 LLC cn EP EP EP EP EP EP EP EP EP EP EP EP — a_ o — — _ 4824 W FAIRVIEW AVE 0° BOISE, ID 83706 z Q U J J U) N Y 0 2765 2765 2765 2765 O W Ld z J ^^ 3 ---------------- ^ LLI N - J .�.� -------------------- -------------------- ---------------------------------------- ------------ N N O- ------------------- - ^ ^ O B ^^v � ^^v U 2760 a0 0 't -t N 2760 2760 n ^^ 3 w 2760 , ^ L.Lqt O" r II I�I� 00 N I�I� W (n N o rn p p ~ --------------------- ------------------- r r o- II r r -- .... �o u) Z Z 0 EXISTING GROUND O 0 ^ `n "�' - v C,4 z o ------------ ------------ ------ ------------------- ----------------------------------- ---- �� M 00O C�1 � N N L mLd 0rjj j ��MNN N I OL0 qt�ihNN II 9 N rj q � w = II (j z z z _� O II II I ---- w00 N j ------------ - �O O II II --- 00 N z r r - ------------------------------------------ - O �Q � . . I Nzz p = II II z I + Nzz p 1*�noN II 00ar0- r (I N m J (n H —s . " ------------------------- ------ -------------------------- + LO ---- Q — — ---- -------------------- --- H N------------------- cn cn ao ro ao _ __ 0 r� r (n 0 N j j j EXISTING GROUND N o z r) co II 2755 — — — — — — — =it p z z z 2755 2755 N�' °0 = II II z z z I + ,O - o j'+ LO z o 0 2755 N z w M-- m- UIH -: - " w— r j j WN r ----------------- ------------------- ~ 00 00 00 — N(n �' 00 00 00 (�/l a Z N a ICI Z_ Z_ Z w Q ------------------ ------- -------------- ----- ----- --- ------------------ -- _ — - - - - - - - - - - - — (n(n cn cn 00 V Ld ------------------- --------------------------- ------------ -------------------- -------------------- -------------------- ----------------- ---- -------- ]�E FINISHED GRADE F 7 > + 2750 2750 2750 2750 ------------------ Q C) ---- ----- ---- ------- z ------------------- ---------------------------------------- -------------------- -------------------- -------------------- -------- FINISHED GRADE -------------------- - ------ --------- ---- - ---- -------- U) ------------------ ----------- ------ ----- -------------- -------------------- ---- ------------------ --------------------- ---------------------------- --------- -- ------------ -- CROSSING---- ----- ------- Q CC --- --------- ------------- 12" STORM W G z ----- - ----------- J 2745 8„ WACROSS NTER K IG 2745 2745 �=195'S_2.009; 2745 W J DRAIN CROSSING ----------------- --------------------------------------- ------------------- - ---- ------------------- ----- ----- ------------ ------------------ -------- ------------------------- -- ---- D-8"---------------------- - - ----------------- ------------------- ---------------------------------------- ---Y ---------------- ---- ------------------- ----- ----- ----------- ------------------ -------- ------------------------- ------------------------ ---- = S=0.42% D=8" ----- L 139' � - L=341' S=0.42% D=8 ------------------ ---------------------- - w ------ ------------ L=57--- --------- 2740 Lj 2740 2740 S=0.60% 2740 JD=8"------------------------------------ CC O -------- --------------------------------------- -- ------- ------------------- ------ ---------- ------ ----------------------------- ------------------ -------- ------------------------- ----------------------------- ----- ----------- ----- ------ ----- ------ ------------------------------------------------------------ N O -------- ---------------------- ----- ----------------------------- ---- -------- ------------------------- ---------------- - -- ----- ----- ------ ---------------------------------------------- N CSW PROJECT NO. 19013 2735 12735 2735 12735 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 DRAWING DATE 09/21/2020 o SEWER LINE 'D' PLAN AND PROFILE SEWER LINE 'E' PLAN AND PROFILE STA. 10+00 TO 1 3+50 STA. 7+50 TO 1 2+50 C5m2 m ENS F� 16970 9-21-20 C)o���rF OF 0P�P�P� N^/E L 0 20 40 80 120 cn (N Y 3: coI BLOCK 4 SCALE: 1" = 40' J 2 I I —W o `� , > J + + � > 33 32 31 30 29 28 27 26 Z �YJ 0 °' WATER NOTES 25 � 00 0 0)"' 24 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE X It p I 23 C.O. B 0. ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. m w 3 m 4 4 3 u 00 f9LF 6" PVC 5 4 5Io I 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. m U)p @J 0 2 f9LF 6" PVC — — — — t36LF 8" PVC m fu fu 11 11 8 11 11 11 11 11 11 6 11 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER 1 MERIDIAN SD—W6. fu 6' U 03 �� B4O 11 6 4 6 21 4. COVER OVER WATER MAIN SHALL BE 4 FEET. f60LF 8" PVC _ _t59LF 8" PVC _ E ZEMO LANE (PVT) t285LF 8" PVC _ _ _ f38LF 8" PVC s BLOCK 4 I , s <8"SS s <8"SS I 5. WATER SERVICE PIGTAILS FOR LOTS ALONG COMMON DRIVES SHALL BE cn EXTENDED 10 FEET BEYOND THE COMMON DRIVE. 48 7 9 f32LF 8" PVC 12 s 11 22 11 w 10 10 9 4 ±41 LF 8" PVC �� / 20 o I I 1 1 61, 6 Lu A IRRIGATION NOTES 47 4 35 SD t47LF 8" PVC ° cn 4 A SD 11 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE cn z / I / s WITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT z o0 I 10 8 IN WHICH THE PROJECT IS LOCATED. o o 19 z v 11 4 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS g U) 11 ~ WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN a 36 / I Jv `rS ACCORDANCE WITH ISPWC REQUIREMENTS. w w z ti 0 46 z Q 3. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL BE SERVED BY A Q PERENNIAL WELL THAT WILL PROVIDE A YEAR—ROUND SOURCE OF IRRIGATION cl w O L I �P� �`�� s WATER. THE SYSTEM WILL BE OWNED AND MAINTAINED BY THE IMPRESSIVE EAST a ,� Q �f �O 1 2 4 \ RIDGE SUBDIVISION COMMUNITY ASSOCIATION. u 0 11 Q o V)cn 0 4 37 �� I Q 0 I­ 4 - 34 t39LF 8" PVC f9LF 6" PVC 0 J / 15 0 5 o M 9 KEYNOTES 11 -H 11 8 14 16 17 (5 REMOVE EXISTING BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. > 3 8 t33LF 8" PVC I 10 Lu 0 44 BLOW—OFF ASSEMBLY MAY BE RELOCATED. 0 B 1 O INSTALL 8" GATE VALVE AND 2" BLOW—OFF ASSEMBLY WITH CONCRETE COLLAR FOR DESIGNED: C. GRAHAM 0 cAl FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD—W13. U) DRAWN: C. GRAHAM Li I BLOCK 4 \ O3 INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 CHECKED: C. GRAHAM Lij AND SD—W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. ft� , 11 _ M G 13 S APPROVED: C. GRAHAM z 43 39 _ Q� �O� d ® INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 0 4 4 _ 9� d AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. oq�F�L / d O5 8x6 TEE (MJxFLG) PREPARED FOR: O ` _ / / 1 2 T W 6" GATE VALVE (FLGxMJ) Cl 7 LLC w I 11 _ / _ 6" WATER MAIN (LENGTH PER PLAN) 4824 W FAIRVIEW AVE � I 11 // W _ FIRE HYDRANT PER MERIDIAN SD—W8 AND SD—W9. BOISE, ID 83706 >_ 42 40 f Q ` t31 LF 8" PVC —/ // / CH WA UY pP gLIC) © 22.5' ELBOW (MJxMJ) 9 � / S gOS NOT USED U 5 SD Z 41 10 t9LF 6" PVC 1 Z SD SD s 6 / _ _ � �M ® 8x8 TEE (FLGxFLG) N Y O � f26LF 8" PVC / °C.o. g 8' GATE VALVE FLGxMJ O B.O. _ t134LF 8" PVC E BERGHAN LANE (PVT)— —t144LF 8" PVC_ / w s 8"SS> s <8"SS s 11 0c.o. C.O. 10 POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. z V J 6 11 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. Z Z 11 8 d 11 a 4 12 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" O J p 4 4 4 3 10 VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. V SEE WATER NOTE #2 SHEET C0.1. \ � � I 8 0 /- z Z � 13 4" GATE VALVE (MJxMJ) Q O 0 co a_ 2 3 4 5 6 7 D w N Q STUB AND PLUG 4" PI V MAIN FOR FUTURE TIE—IN I W z BLOCK 4 9 V w 13 W :�E I I TOE TOE OE T F TOE TOE t471LF 4" PVC ❑ O 0 a PI PI PI PI P PI z Z cn 13 Q C Q ce IRR � G w W V Q al� 0 E LAKE HAZEL ROAD (PUBLIC) El EP EP 3: EP EP EP EP EP EP EP EP EP EP EP EP EP LIJ w ce J_ O O cV 0 N CSW PROJECT NO. 19013 DRAWING DATE 09/21/2020 O O m E SF� 0 Ylr} o a_ 10' UTILITY 26.00' PRIVATE STREET LOT 10' UTILITY 970 EASEMENT EASEMENT 20.00' 5' LANDSCAPE BUFFER s 9-21-20 v 25.00' BACK-TO-BACK I SEE PLAN n� �TFOF�OP��P� 12" TYP. 2 1/2" ASPHALT PAVEMENT U I 2 1/2" ASPHALT PAVEMENT L I 2% 4" OF COMPACTED 3/4" I —� J CRUSHED AGGREGATE CURB AND GUTTER fn cn 2' BASE COURSE SEE NOTE. p ' B p ° Qf O 2% 2% 8" THICK CONCRETE ����/� / cn m ° ° ° ° ° ° ° ° ° p RIBBON CURB (TYP.) u p > 0) J OF COMPACTED O ° O 4 4 a4 a4 a a4 a4 4 4 O AGGREGATE 3/4- CRUSHED rn a) � LL.0 / / /\/\r�\/\/ / / BASE COURSE N o C°M° O /\/\/\/ // // // / / /, / / / //�//\//\\//\//\/\/\/\/ o o co w .. COMMON DRIVE TYPICAL SECTION 5 U) vul U) 14" OF COMPACTED 6" O � MINUS PIT RUN SUBBASE SCALE: NOT TO SCALE C7.0 a m w ro w z COMPACTED SUBGRADE L- w °' r U V) NOTE L w 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SD-701 ADJACENT TO ALL COMMON LOTS AND x LANDSCAPE AREAS. w 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SD-702 ADJACENT TO ALL RESIDENTIAL LOTS. O w o PRIVATE STREET TYPICAL SECTION I w SCALE: NOT TO SCALE C�-o z U O o U uj J O z O U I Z a M :2 2 1/2" OF SP-3, 0.50 INCH U) (1/2") MIX, PG 58-28 w o w N Z z cn w = 3' CONCRETE VALLEY GUTTER J w a a a a a a Q O ASPHALT PARKING U z ( 4" OF COMPACTED 3/4" = ASPHALT 0 4 a4 a4 a4 a4� ` CRUSHED AGGREGATE ROADWAY BASE COURSE oLu 4 a4 a4 a4 a4 14" COMPACTED 6" p ° DESIGNED: C. GRAHAM p MINUS PIT RUN SUBBASELi DRAWN: C. GRAHAM CHECKED: C. GRAHAM CRUSHED APPROVED: C. GRAHAM o �//\\//\\//\\//\\//\\//\\//\\//\\//\\ COMPACTED SUBGRADE AGGREGATE BASE 0 PREPARED FOR: 0 0 3' CONCRETE VALLEY GUTTER 3 Cl 7 LLC TYPICAL ASPHALT SECTION (LOCAL STREET) 2 SCALE: NOT TO SCALE C7.0 4824 W FAIRVIEW AVE w SCALE: NOT TO SCALE C 7 0 B I E, ID 83706 z a U J J ('V Y O O w z J_ z U O O \ v)Ld (� Ld MAILBOXES PER OWNER. Q z J 0- INSTALL PER MANUFACTURER'S � RECOMMENDATIONS. MAILBOXES PER OWNER. INSTALL PER MANUFACTURER'S Z W = RECOMMENDATIONS. (/� Q W z Q C ° p ° w D D p � ° ° B ° ° O (if D D Q z o D D° ° Q L o Del D D Q O ° D P D ° J ° ° D ° ° D D ° Q ° D ° D °p D pD D ° \W\ t> ° 12" - D ° ifl ° D D' ° B D ° Dp 12" / Y ° ° p ° CONCRETE PAD p D U ° ° p p ° D p V w I 27.50' 27.50' F i' J PLAN VIEW PROFILE VIEW CONCRETE PAD U O N MAILBOX PAD DETAIL 4 CSW PROJECT NO. 19013 SCALE: NOT TO SCALE C�-o DRAWING DATE 09/21/2020 C� w 0 CTO m E SFD o z OBSERVATION WELL 16970 i14 4' 9-21-20 /� /� /� 12" 2„ CAP UNIT �D,A��TFOF\OP�P�Q� � FRONTAGE BERMING UO/7 ALONG LAKE HAZEL Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa Qa 1/4" cn °°SHE �°° (4:1 MAX SLOPE) o _ Da Da Da Da Da Da ^Q�a Da Da Da a Da Da WRAP TOP AND SIDES OF TRENCH IN 12" �/� �/� NON-WOVEN FILTER FABRIC. SEAMS SHALL oDRAIN ROCK �/�� �/�� OVERLAP A MINIMUM OF 1'. 8" BASALITE GEOWALL PRO o 0 � �[�a a QQ a QQDa��� a a�Da w " o cn r J w M ��� m BLOCKS. COLOR BY OWNER. 0 E Qa Qa Qa Qa a Qa QaM a Qa QaM a a QaM Qa J 3/4 CRUSHED o INSTALL PER MANUFACTURERS Ory F Q/QQ�Q�Q/QQ�Q�Q�Q/QQ�QW �QW AGGREGATE RECOMMENDATIONS. Cl m L� a QaU/��LIU i�4v�QiZG1U i U�Qila i�4Qi�L1U -War 'iaar ��U� a ��v�Qa, w 00 w io >r 0) J �Q C U 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 C 0 0 0 0 0 = FILTER FABRIC. EXTEND o `i'w m 0 n o CL AND STAKE FROM 24 u u! o c m Z 7g'_D- ��� ABOVE FINISHED GRADE r X 0 TO BOTTOM OF WALL 0 � 10 ­7� Da Da Da�y/J�/Da I(�//Jp�/Da I�//J� /Da D I�y/J�/D I�//J� /D D D D O rn ��/1 PE R PC CJ U U U U V v Qv V v � 0 0 0 \\j\\\ m Ln U 00 Qa�MM Lu ADS, HDPE OR PVC a� a&) aQ\QaQ� a� aQ�Q1-1 a a�Q11 " /.�r/ p , 0 w W PERFORATED SIZE ER PIPETABLE. nQ� Qn Wn n�Q� Qi�n Wn �i� W SLOPE ENTIRE ENG H OF WALL. \//\\\ m E DaQ�c�vU�c�vLl DaO�/va0�DaO�/DaQ�`DaQ\DaO�/DaQ�`D11 aQ�DaQ\Da ,r\/\ �o Z WD- 6 j1�M�n��n1���M�� �n1� � �jQJQQQJ DAYLIGHT AT 100' INTERVALS \\r/\ \ WSTORM DRAIN MANHOLE VV�� W lJ�/�/ LV/�U W �IIJJLJ��// VV�U W C,4 WWITH 2 FOOT SUMP PER Da a Qa a Qa Qa Qa a Qa Qa a Qa Qa RECOMMENDATIONS. `\j\\ > ; u' �j/� L��j/ �j/� PER MANUFACTURERui 'S �'� X ACHD SD-611. QCN L/°�L/°CN L/°CN L/°�L/ '161'Wir � =a �n a a a a N 6" MIN. OF 3/4" cn ASTM C33 ;n CRUSHED GRAVEL Ld FILTER SAND LEVELING COURSE \ \\ x w �\\\/Q�\\r w DRAI i c/\ \ \ \ \ \�\�\�\�\ t 13.00, , rr r\\r\\ir\\ir\\ir\\ir\\ir\\ir� � Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /NATIVE�MAT ER�L \ \ \ \ \�j\�j\�j\�j\Q /�/ '` o z `/\\/\\/\\/\\/\\/\\/\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\/\\/\\/\\/\\/\\\/\\\, G EOWALL PRO RETAINING WALL DETAIL 2 w o SCALE: NOT TO SCALE PROFILE VIEW w U Q C J co w Q � 0 I O z O : p U z Q OOf M W Q (� O g < rn J U W Q STORM DRAIN MANHOLE 0 o w cn LENGTH PER TABLE Z WITH 2 FOOT SUMP PER '� Q ACHD SD-611. Z cn U' R R w O z 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY O O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I I z v D PAD ELEVATED 4 ABOVE BACK OF CURB (MEASURED AT CENTER OF LOT) I Lu w J 0 m DESIGNED: C. GRAHAM Of Of DRAWN: C. GRAHAM Ld 12" PERFORATED PIPE WITH FULL PERFORATIONS o � � �\� � � � � � �\� ' - CHECKED: C. GRAHAM Df INLET PIPE PER PLAN SD a APPROVED: C. GRAHAM 10.00' 15.00' z 0 0 M PREPARED FOR: 0 OBSERVATION WELL z `o TYPICAL LOT GRADING DETAIL 3 4824 W FAIRVIEW AVE w SCALE: NOT TO SCALEOf C •1 z 20' MIN. PLAN VIEW BOISE, ID 83706 10' a MIN. (3 A/� STORM DRAIN OVERFLOW MANHOLE �/ WITH 2 FOOT SUMP PER ACHD SD-611. ('V Y OBSERVATION WELL NOTES PER ACHD SD-627 z c/) 1. GROUNDWATER WAS NOT ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. CONTACT DESIGN ENGINEER J IF GROUNDWATER IS ENCOUNTERED DURING SEEPAGE BED EXCAVATION FOR BED RESIZING. z U 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. O J LA > un Q w 0 Q w 0 m 0 w SEEPAGE BED TABLE ZD V z SEEPAGE BED NO. SEEPAGE BED DIMENSIONS TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BOTTOM OF SAND ELEV. PERF. PIPE INVERT PERF. PIPE DIAMETER 100—YEAR VOLUME DESIGN INFILTRATION RATE L u Z _ V LU 0 z BASIN #1 20'Wx108'Lx10'D 2749.00' 2739.00' 2737.50' 2746.00' AND 2744.15' (1) 12" AND (1) 18" 8,588 CIF IN/HR LJJ Q D BASIN #2 15'Wx97'Lx10'D 2749.50' 2739.50' 2738.00' 2746.50' AND 2744.65' (1) 12" AND (1) 18" 5,833 CIF 8 IN/HR O V U I:e 1--, �' Q �_ oC SEEPAGE BED DETAIL (ACHD BMP #20) 1 LEI J SCALE: NOT TO SCALE C 7. > (� Y () 0 In Lu W ♦� I..L J_ U O N O (`1 CSW PROJECT NO. 1 901 3 DRAWING DATE 09/21/2020 C� a_ O C7m I