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CC - Construction Drawings S\ol\IAL F SHEET INDEX SUBDIVISION IMPROVEMENT PLANS FOR �� GENSF 'ti m CALL BEFORE YOU DIG �o v� O �` _ DEVELOPER Co.O COVER SHEET DELANO SUBDIVISION NO . 1 16970 a_ CALL DIGLINE INC. Co.1 NOTES PRIOR TO COMMENCING CONGER GROUP 1-4-21 UNDERGROUND WORK A PORTION OF LOT 3 BLOCK 1 ASMINE ACRES AND 4824 W. FAIRVIEW AVENUE C) s� v C1 .0 FINAL PLAT SHEET 1 I�now+nha#shel°w (208) 342-1585 BOISE, ID 83706 O 9TFOF`�p .ZP � Call befom you aiq A PORTION OF THE N 1 /2 OF THE SE 1 /4 SECTION 32 (208) 336-5355 E.WAINWRIGHT DR. o �'i�yNE M GAP C1 .1 FINAL PLAT SHEET 2 LAREN®CONGERGROUP.COM cn C1 .2 FINAL PLAT SHEET 3 TOWNSHIP 4 NORTH, RANGE 1 EAST, B.M. o ° C2.0 OVERALL SITE/UTILITY PLAN c3.o GRADING PLAN SURVEY DATUM CITY OF MERIDIAN, ADA COUNTY, IDAHO CIVIL ENGINEER �FE�® N 2020 w - e o C3.1 DRAINAGE PLAN CONTOUR DATA AND ELEVATION CORINNE GRAHAM, PE J u w C4.0 JASMINE STREET PLAN AND PROFILE DATUM ARE BASED ON NAVD CIVIL SITE WORKS LLC 88 D Z E PO BOX 6059 �+ E cn N BOISE, ID 83707 a J C4.1 AMBERWOOD/DASHWOOD PLAN AND PROFILE (208) 946-3874LLJ _ < CGRAHAM®CSWENGINEERING.COM -� C) C4.2 EAGLE VIEW/FIRE ACCESS PLAN AND PROFILE z �+� m o' 0 C4.3 CENTREPOINT/CHELMSFORD PLAN AND PROFILE YJ o 00 ° I o C4.4 INTERSECTION DETAILS SURVEYOR � w bIff,° O 0 30 60 120 180 z m u 00 cn C5.0 SEWER LINE A PLAN AND PROFILE ° ®® a 0 @) O JEFF BEAGLEY, PLS m E w C5.1 SEWER LINE B+C PLAN AND PROFILE SAWTOOTH LAND SURVEYING LLC E. USTICK ROAD fu w LA SCALE: 1" = 60' 2030 S. WASHINGTON AVE. z C5.2 SEWER LINE D PLAN AND PROFILE EMMETT, ID 83617L L 0 w (208) 398-8104 a C5.3 SEWER LINE E PLAN AND PROFILE - - - C6.0 WATER PLANco jz w C7.0 IRRIGATION PLAN X C7.1 IRRIGATION PROFILES 1 10 11 12 13 14 1 ED VICINITY MAP I- C7.2 PUMP STATION DETAILS SCALE: 1"=1000' D C8.0 STREET LIGHT PLAN 1 o C9.0 ROADWAY DETAILScn - - - - - z C9.1 STORM DRAIN DETAILS 9 W. EAGLE VIEW STREET CD Ld - - - - - - z 0 0 U U 1 8 9 8 w 0 LEG EN D 8 10 BLOCK 2 I o Z 1 a I w o D - - SUBDIVISION BOUNDARY 1 7 7 7 1 w 00 cn PUBLIC RIGHT-OF-WAY z w ROAD CENTERLINE 1 7 11 Q LOT LINE I BLOCK 3 I J 6 6 0 3 LOT NUMBER o CURB AND GUTTER 6 1 2 1 0 w LU z 8"SS> SEWER MAIN Q Q � Q w g"yy WATER MAIN 1 6 $0 c 5 w 12"SD> STORM DRAIN PIPE 5 0 O � BLOCK 1 pl PRESSURE IRRIGATION MAIN BLOCK 4 w 5 1 3 = DESIGNED: JKS N - - - - - - - - - - - - - m Q "' DRAWN: JKS i i GRAVITY IRRIGATION PIPE Q 5 9 U Vw 12"GIRR> z 4 CHECKED: C. GRAHAM L FIRE HYDRANT 1 4 z � I z l � APPROVED: C. GRAHAM a..� SINGLE WATER METER/SERVICE 1 4 14 1 o 4 10 DOUBLE WATER METER SERVICE } I a PREPARED FOR: 0GATE VALVE 3 1 5 3 z CONGER GROUP w v �. .x. .. WATER FITTINGS 3 I 3 1 1 I o 4824 W. FAIRVIEW AVE (D SEWER MANHOLE 1 LU BOISE, ID 83706 z O SEWER CLEANOUT BLOCK 2 BLOCK 6 I z Q ° PRESSURE IRRIGATION SERVICE 2 2 BLOCK 3 16 2 12 z 2 u 1 O J ERR IRRIGATION MANHOLE U Y ® CURB INLET I 1 1 ZD 0 STREET NAME SIGN 1 1 1 w TYPE 2 STREET LIGHT I 1 r V) PROPOSED MAJOR CONTOUR (5') _j E.JASMINE STREET O Z PROPOSED MINOR CONTOUR (1') U O Q 0 EXISTING MAJOR CONTOUR (5') BLOCK 5 ce Z EXISTING MINOR CONTOUR (1') 18 Lij w 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 1 U_ Z z w 2.00% 1 W o o O w W - W _ BLOCK 5 > LA > �[ ~ - - - - - - - - - - - - O W SITE DATA < m - U o' Z z z ADA COUNTY PARCELS S0532427810/So532417410/R4582530310/R4582530320 O Ln O NOTICE TO CONTRACTORS IDAHO POWER INFORMATION SITE AREA = f14.09 ACRES z p > ' Z o J PROJECT CONTACT: DIANNE JOSSIS LAND USE ZONE: R-8 / R-15 W CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED m Y (208) 336-5355 ZD CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME �NUMBER AREA % 0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF DJOSSIS�CONGERGROUP.COM W CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;bi RESIDENTIAL LOTS 59 6.56 AC 46.6% Q THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED FUTURE PHASES cn TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO ACHD CERTIFICATE OF COMPLIANCE COMMON LANDSCAPE LOTS 8 1 .35 AC 9.6% J DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF PHASE 2 3.64 ACRES 84 MULTI-FAMILY UNITS pC 0 MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE COMMON DRIVES 1 0.08 AC 0.6% W o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY PHASE 3 1 .12 ACRES 7 RESIDENTIAL LOTS In_ CNIo AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE FUTURE DEVELOPMENT LOT 1 3.64 AC 25.8% N ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR PRESSURE IRRIGATION PUMP STATION (1) 7.5 HP PUMP CSW PROJECT NO. 18010 = UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM (1) 3 HP PUMP PUBLIC RIGHT-OF-WAY N/A 2.46 AC 17.5% DRAWING DATE 01/04/2021 `-' WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE OVERHEAD POLE REMOVAL REQUIRED ALONG SOUTH BOUNDARY TOTAL 69 14.09 AC 100% O APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. SEE SHEET C2.0 0 m E S�c� GENERAL CONSTRUCTION NOTES p 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN Q C,�i�r�VYY1 Q� 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. 16970 w PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CONFORM TO THE PROJECT ESC. 1-4-21 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE �� 0 REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR SUPPLEMENTAL SPECIFICATIONS. EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS �O gTFOF`�P`� .X w BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 'S,/NNE M GAP co CONSTRUCTION. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. Ln 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE 0 OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE AND EXISTING PAVEMENT MARKINGS. 'n SITUATION IS RESOLVED. PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED u# BELOW RIGHT-OF-WAY TO ACHD. Y 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. \/ 0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL i 3: TIMES. 9. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND J w AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. W �+ E ~ 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR TO STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR o TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE J START OF WORK. 10. 6" VERTICAL CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-701. >� D 0' GEOTECHNICAL REPORT. L 0 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 11. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. N o o Q) 00 w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN m ° M 0 ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 0 12. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD X Q z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY . 3 0 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION SD-709 m NOT OPEN OR CLOSE WATER VALVES. L cn OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY 13. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. a m � w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. fu w MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 14. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE fu z N0. 1. 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL PLANS AND CONFORM TO THE ISPWC SECTION 801. L w AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. u 15. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR THE PLANS AND CONFORM TO THE ISPWC SECTION 802. PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS WATER 16. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED % a_ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE ON THE PLANS. w w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 17. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL j CONSTRUCTION PLANS. WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT NOTE NO. 1. OR OTHER STREET WORK: Ii 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING A. LOCAL ROADWAYS SHALL MATCH EXISTING SECTION OR PLACE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX AT 2.5-INCH PRIOR TO CONSTRUCTION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, ° THICKNESS, 4-INCHES OF %-INCH MINUS AGGREGATE BASE COURSE, AND 14-INCHES OF 6-INCH MINUS PITRUN, 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND WHICHEVER IS GREATER. w FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL B. COLLECTOR ROADWAYS (CENTREPOINT WAY) SHALL MATCH EXISTING SECTION OR PLACE SP-3, 0.50 INCH (1/2"), PG z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 64-28 MIX AT 3-INCHES THICK, 4-INCHES OF 3/4-INCH MINUS AGGREGATE BASE COURSE, AND 20-INCHES OF 6" o 0 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). MINUS PITRUN, WHICHEVER IS GREATER. 0 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES U) TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 18. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE w PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. > 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE o ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND O cl z THE WASTEWATER RULES (IDAPA 58.01.16). INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. a 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL w 0000 TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS REPLACE THE ENTIRE ROADWAY SURFACE. ° z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL w SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES QUALITY (IDEQ). CONSTRUCT SERVICE LINE CROSSINGS PER DETAIL 7 OF 2017 ACHD STORMWATER DESIGN GUIDELINES (SECTION 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL z = AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 8200) PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. w J_ O 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE AFFECTED BY CONSTRUCTION. BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. 0 IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION p 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS 0 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08). BEGINS. z V= 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITHLu ( > o DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 0 AND REGULATION. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. PRESSURE IRRIGATION DESIGNED: JKS 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL DRAWN: JKS 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY APPROVAL IS GIVEN TO THE PROJECT. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING L SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. CONSTRUCTED. CHECKED: C. GRAHAM D 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS Ld RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD SEWER PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 0 DRAWINGS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT PREPARED FOR: WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 0 A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE CONGER GROUP w 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 4$24 W. FAIRVIEW AVE Ld al� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, BOISE, ID 83706 z FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND z Q CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL O OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA � 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). U BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 0 COMPACTION. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS THE WASTEWATER RULES (IDAPA 58.01.16). WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF (� ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF THE WASTEWATER RULES (IDAPA 58.01.16). z ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A z STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). CONSTRUCT SERVICE LINE CROSSINGS PER DETAIL 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE O 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 7 OF 2017 ACHD STORMWATER DESIGN GUIDELINES (SECTION 8200). WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN U O Q w0 PROPERLY DISPOSED OF OFF SITE. .SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO ce z 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY SITE CONSULTING, LLC. DATED NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. O JANUARY 18, 2019, FILE N0. 19077-A. Z 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR 7 z a_ 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES NON-POTABLE WATER. LL W 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE 0 w THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. THE SEWER. WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, W W w 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. PRIVATE ROADWAYS AND TRAVELWAYS. > > V) 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF (z) W O ' cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME 8, FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. �C I- COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN 0 z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE z SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL Q m - SPECIFICATIONS AND DRAWINGS. z z GRADING/STORM DRAINAGE 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE O Ln O U) JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND z O LA ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE ; PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. W Q m Y 0 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS J V) 3: DEPARTMENT ON SITE AT ALL TIMES. ROADWAY w w - Q 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY J DEPARTMENT. CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. uj 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 0 TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO 0 SCHEDULE INSPECTIONS. 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CSW PROJECT NO. 18010 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT DRAWING DATE 01/04/2021 CD GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. w 0 O coo1 6 W F_ m O J U_ w F_ U) N SCALE DELANO SUBDIVISION BooK , PAGE So 0 40 So Iso LOT 3, BLOCK 1 OF JASMINE ACRES AND A PORTION OF THE W FEET N112 SE114 OF SECTION 32, T. 4 N., R. 1 E., B.M., J W E J I INCH = 80 FT CITY OF MERIDIAN, ADA COUNTY, IDAHO y 2021 U O W OYi � M 00 o O co p1 Z I �.4 � X0 " m O Co Lu \ \ l ZEBULON HEIG17TS SUBDIVISION NO. 2 / I o \ o U)('5u 0 \ BK 99, PG 12773 o a @) cal ch� \ I E 114 CORNER m � SECTION 32 C114 COR.SEC.32 z PLS 4431 N 89°39'12"E 2656.94' ILLEGIBLE \ l \ I Li CP&F 9203720 N 89039'12°E 276.00' z L ---�- --- --- --- --- --- --- --- --- --- --- --- --- CP&F 109103130 33 u L o ---J�903.04' -- - --�W 451.70' 1026.20' 32 , 3:: wI Y I o N UNPLATTED orf I 10 11 12 13 14 I 00 p a_ o O X 1 co I O +-I W 1 1 N 89042'00"E 276.50' a o_ -----------------------�C1Lu 1 9 W. EAGLE VIEW STREET _ _ �` N 89042'00"E 121 o - - - - - - - - - - -------- POINT OF BEGINNING w � 1 W I 8 / \ 8 I 3 Z ( I o u 1 8 10 1 R7 1 ~ I 7 I pqI zl 7 z z I � O 1 7 11 BLOCK 2 A I 1 O U z !L 1 BLOCK 4 I 19 JASMINE ACRES cy a � W <1 I I o i 6 I N LOT 1, BLOCK 1 of 0 6 W BK 59, PG 5829 U) 00 W~N o l WI 6 12 �I x' Lu U) U z l BLOCK 3 A I 6 8 5 ' N W�a I 5 d'I ZI ZI 0 Z 5 13 I _ N 89042'00"E 564.25' J z 1 w 4 0 1 4 I d z 4 14 I I I I O U 1 ' I 4 10 Z I JASMINE ACRES z LI_ LOT 2, BLOCK 1 o I I 3 a i BK 59, PG 5829 O I 3 ' I W 1 I 3 15 3 11 W. I DESIGNED: JKS BLOCK 3 I BLOCK 2 I W I ire I N I W DRAWN: JKS 0 Li 2 I WMM ^ti 50.90' 1 2 I 2 16 z l 1 ^+ ,I 2 12 BLOCK 6 j M o f 4+ CHECKED: C. GRAHAM W N 16008'24"E I I ' I W ° APPROVED. C. GRAHAM O I I Io o � -�- - - - - - -�- - - - - - -� - - - - - o PREPARED FOR: E. JASMINE STREET i o ° I CONGER GROUP � � I 4824 W. FAIRVIEW AVE Ld w �� ; BOISE, ID 83706 �r Ln I z 9 18 I Q � pp` 17 16 15 14 13 12 11 10 v 9 8 7 6 5 4 3 2 1 .dlo� Gf��` ro I O IS` i U ° -- -- -- -- --- -- -- u Y .dG'.��1 -- S 89°42'00" W 1204.01' � �---------T-- ' �D/ O jr j�ldro \ LL 9 CENTREPOINTE SUBDIVISION N0. 2 1 Z BRICKYARD SUBDIVISION N0. 1 � \ BK 110, PG 15889 o BK 113, PG 116540 �Z$T N a. z V) \ SE CORNER z SEC 32 O O Z > w CP&F 113077810 321333 a 11574 �, Q U \ U E. USTICK ROAD 5 T 4 �1z/14/zo U O J o \ z � 9�OF oC z � OFF BE NG�' O z w LL z uj W o LEGEND orf 0 0 w a_ ----- SUBDIVISION BOUNDARY LINE uj uj W LOT LINES > v , > Ln --- --- SECTIONAL LINE REFERENCES \ —-—-—-—-—-—-— CENTERLINE SEE SHEET 3 OF 5 FOR THE NOTES, LINE AND CURVE TABLES O0 EXISTING DEED OR LOT LINE RI)JASMINE ACRES, BOOK 59, PAGE 5829 Q Z R2)ZEBULON HEIGHTS SUBDIVISION NO. 2, BOOK 99, PAGE 12773 mFOUND Q CC J o� FOUND BRAS CAP NO CAP OR AS NOTED R3)CENTREPOINTE SUBDIVISION NO. 2, BOOK 110, PAGE 15889 G R4)BRICKYARD SUBDIVISION NO. 1, BOOK 113, PAGE 16540 2030 S. WASHINGTON AVE. Q j QQ SET 518"REBAR/CAP PLS 11574 R5)CHAMPION PARK SUBDIVISION NO. 3, BOOK 93, PAGE 11149 D z J z • SET 112"REBAR/CAP PLS 11574 R6) WARRANTY DEED INST. NO. XXXX EMMETT, ID 83617 O Ln z N CALCULATED POINT (208) 398-8104 = 1 LOT NUMBER � �� Z C3 FAX (208) 398-8105 1 z > J 50W0007 w Q ZD OcOOuNeyir�g 000 WWW SAWTOOTHLS.COM W W Q SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: C U) 1 OF 5 1212020 AM JB 18094 18094-FP J 5 W U O CV O N CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 O ci 00 6 W F_ M O W J U_ w F_ U) N SCALE DELANO SUBDIVISION BooK , PAGE Y 60 0 30 60 120 0 J L ( FEET ) W E N 1 INCH = 60 FT L y J r 0) U r1�rn� � Ilr L !�1 Yi p p L Ln M ( � c O I X 2 \cf) of W / / a \ LEGEND m Ln V) � � _ ZEBULON HEIGGIITS SUBDIVISION NO. 2 LOT 14 O - p ? Q / BK 99,\PG 12773 I I O I -- -- SUBDIVISION BOUNDARY LINE a m N lh�Lijz w LOT LINES ra J �y+ / LOT 8 \ LOT 71 LOT 1 LOT 22 1 --- --- SECTIONAL LINE w LOT 11 a w LOT 9 _-_-_-_-_-_ L C114 COR.SEC. 32 0 � ` I A N 89039'12"E 2656.94' CENTERLINE u PLS 4431 l \ I z �- - - - - - EXISTING DEED OR LOT LINE CP&F 9203720 N 89039'12"E 276,00' >- cn o -- 903.04' • � - L -- - - -- • ---�---- - --- -- --- --- --L --- --- -- --- -- --- ---- ---------------- PUBLIC UTILITY, DRAINAGE AND _60.00' 54.00' 54.00' 54.00' 54.00' (n - - � - - � T - - T � - - 180.48' .�451.70' 241.22' � IRRIGATION EASEMENT j I I Fo I Io Fo I N 10'PARKINS NOURSE LATERAL w � � I 1 o to I h I h O M o b' I EASEMENT INST. NO.XXX I d Id I d I to I O d "' w 1 I o I� I I I� all �-+ o o N ACHD SIDEWALK EASEMENT SEE MI I I I I I I I I UNPLATTED o l01 I I I� U i Is a 14 I W w w NOTE 11 ai 10 i o 11 i ko 12 0 1 10 13 I b i l o 0 0 �T w _ I I m I lao I 50 0 00 o C1 L i l�L� ACHD MASTER STORM DRAIN Q I la I to o I to I y N SEE NOTE 8 l o I to I C14 I to I O z o o 30'WATER/SEWER EASEMENT INST. I Z I Iz I Iz I Iz I oy ✓ , z 62.58' 54.00' 25.00' �c15 / 51.50' 54.00' N 89°42'00"E 276.50' _ 30.00'� NO. w • -- - -- -- - -b -- _ •O-�Cr U ~ N 89°42'00"E 141,58' �� in 105.50' `^ FOUND BRASS CAP p I g L15 Gb � N W. EAGLE VIEW STREET N 89°42'00"E 382.00' _ _ N • N 89°42'00"E 121.45' • POINT OF BEGINNING OO U N _ - - - - - � - - - - -0-� �� FOUND 5/8"REBAR NO CAP OR AS NOTED `^ 191.00, 191.00' "' C • N r-- ° 152.50' `� ----------------1 • SETS/8"REBA N 89 42'00' E 119.88'-� L1 ,y 152.50' � R/CAP PLS 11574 orfNI �/ti / G�_ 9 _ _ �-� I �,� 5. 0 4 .5 ' 0' C6 �s \ W\ b • SET 1/2"REBAR/CAP PLS 11574 z O I 8 CIO N 89°42'00"E 197.29' 11 8 i t 0 CALCULATED POINT z L� 9.50' r-----97.29'-----r r-----100.00'--- i I I I�1 1 LOT NUMBER U z I 1 • c,I I a 20.5' 20.5' a • I 11 50' I o w L-N 89042'00"E 104.65'-J \ f I I o I to 0 0 20.5' 20.5' ' ------------� o g 20.5' 20.5' 1 I o f � t o I �-o o p -- 1 8 I d l 10 - t o , � k6 I r-N 89°42'00"E 104.85'--t cUit 00 ------------ I I I Ln I -M Ian o o - rn rn I I w U) N1 Io L_____________J L_---____---__J o o 0 0l lol w z o f I O O 7 ^i rr I 7 rn I v r- ° J r"S 89°42'00"W 100.00`r I o Q I I o 1 N 89 42'00' E 100.00'- I I I w I I z cn � 1 I I 28.98' o, I 10'(TYP)�I _ .� I L-N 89°42'00"E 106.04'-J o f I o f to 7 L/J w L--------------1 ~ 14 o f 7 I o f 11 1 o z 30.00' � o LL LL "' L 10' TYP L,I 1 w BLOCK 2 I� d- r_______________ -+ r-N89 42'00"E 104.89'--t I - ( ) ( ) I D1 ( N W I i BLOCK4 a i -------------J L__ - - ------J ca 1a I- z O lof to I 01 _ 6 to N 0 o I 6 i u°, 1-N 90°00'00"E 100.00'-1 1-S 89024'00"W 100.00'"1 o 35.00'/ � �n i N U I ° 1 0 l t o o f t o 0--I S 89°42'00"W 200.00' 1 1 1 W O W •-i I L N 89 42'00' E 107.44' J o f 6 t o o f 12 I d w l ° � o W ------------ BLOCK 3 fn a t� O c� O I 'n I I O o I`n r- -., r----- 'r' S 89 42'00"W 104.93' 1 w o z ( r J� w I I q I ----100.00'---- 100.00'----- M I I _ I I_ I 1 ,� DETAIL W u� I I L_____________J L_____________J OI I of to �I o Vp O o 0 o aolo NTS NI a to z z I 6 _ 1 I 8 I z of to - ° v �n �r a- 5 O � DESIGNED: JKS o W r-N 89°42'00"E 100.00'-r r S 89 42'03"W 100.26' I d I I q-I I d ry I N111,1'� �I 5 I� �I_ I I ,�42710 Cry 2 a If10'(-- I I _o � I� �I I to I I o L---____---__ L_____________J � I BLOCK I Lnc IIo 0 DRAWN: JKS I �14o O I o f o - o °� O I---------------w h I L_N 89°42'00"E 108.82'--J 6 1 5 I 6 I 13 I� o2 o o r-N 89°42'00"E 100.09' r S 89°42'00"W 100.00'-r O (vo �4c6 ► cv,� "'I I o M N Ln I _ _ ko cn M M r-S 89°42'00"W 104.98'- • CHECKED: C. GRAHAM � ------ M 0 I I N I M OI I o ol� to M w I �w r-------- M �. L------------ J L ---____----_J v of 5 to �1a 9 I I ; ' 20.00'20.00' 1 I w1 o w I I o �I� I 01 of I_ APPROVED: C. GRAHAM r-N 89°42'00"E 100.00'�J r S 89°42'00"W 100.00'" o f I I N I I o 4 I I o 1 z of to o I I I o L_____________J y,�_____---____J o �� I^ _ I�� 4 z o 0 0 o co o I Iv ( ) o f I o l a o 0 1 r-N 89°42'00"E 100.00'-�LL' r"S 89°42'00"W 100.00'" 1 o U O I 4 C) 14 t o o I I o _ I I_ >• L--N89°42'00"E 110.22'--� I z �I �I� 1� 01 10 0l to I �3 PREPARED FOR: p If 10'(TYP) I I�n 10'(TYP) --�I I I 4 I I 10 I� r-N 89°42'00' E 104.99'-t 0 O I _______________� L-------------- L____---------J �1 to dl Id- I I I Io 10'(TYP) w of io z / CONGER GROUP w �)Njf 10'(TYP) 1 o I r-N 89°42'00"E 100.00'-1 "S 89042'00"W 100.00'" I L-------- cn --- NI 3 r.; in O ___J L________ � / 4824 W. FAIRVIEW AVE ao 3 I ov 1 o I a l 1 o r-N 89042'00"E 100.00'- r S 89°42'00"W 100.00' �I I� oI of to I I I 1_ If10,(TYP) ____ -I W O p_ • z BOISE, ID 83706 of 3 of 15 to I of I of to L__----- t p" Iin :V 42� Z I I 1 �I I `n1 I� 01 3 I o1 11 I� I Zco / . - O Q L--N 89°42'00"E 111.62'--3 I 1 I BLOCK 3 I r-N 89°42'00"E 104.99'--I W rn h o p L-------------J L_____-_-_____J I I I BLOCK2 I I �,6 b / h L___---____--_J / ( ---------------� I I oI Io p U I I r-N 89°42'00"E 100,00 r-N 89°42'00' E 100.00'-J I o f t o z J lbi a 1 o I I I r-N 89°42'00"E 100.00'-� r"S 89042'00"W 100.00'" ry I 2 I 2 to I I of 16 a to _ 1 1 1 y 1- �I Ic" (/7 �I ` Id of 2 I of to of 2 I of 12 1p I I o I I o f t o I I I L________-- Y M Ln Ln v c v 13'(TYP) / I I I � I O 44--N 89°42'00"E 101.33'--� �____ J L_____ 20.5' 20.5' L____- J L--___ ~__J 20.5' 20.5' 89 4'00'E 105.11, 20' 120 Pzs o 20.5' 20.5' 100.00'----- 100.00'----- 99.99'----- 100.00'-- (V o 5.09'-� I N 89°42'00"E 200.00' S 89°42'00"W 199.99, < 13.09' Ln 880 Ld rn N S G3 18 �h I m 1 176.00' I 97.08 u, M 2�O` 18 z (/) co • FF p 58.38' 174.00' Q► O ■ J 4� o� ��aT`11� L^ 91.88' - - - _ 241.00' _ - - - - - - 241. - - - 168.58' - w r � � Z U \ b / (Z CIg - - , - • E. JASMINE STREET •S 89°42'00"W 742.47' • - - - o - • �O� 4��jST �sG O �< w40 0 PzS2880 8 O o Z1 C20 rq 704.47' N o 6.0 ' 28.50' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' �9 I w 11574 z fV r----_1 r-----I r----� r----� r----� r-----I r-----I r----� r----� r----, r-----I r----� r----� r-----i r-----i r----� o I I I I I I `4' // io o I o f O o I o O I O I O I O I o I o I o I o I I o I o I o I o t�12/14/20 7� Ii1 I o f o f o I o o I o o I o o 1 o o I o \ o I o o I o 7 �0 20' 20' !!•�' O z L W co d o 0 0 o d o o d o a d o d d o 00 rn I o f o o I o o I o o I o -� I o I o o I o o I o PC O OF W Lu O ado\rrr G w 1 I I I I I I - I I I I Lu I I �n F� BE AGti 0 W a_ �, r1\� 18 i 17 W i 16 w 1 15 i 14 i 13 W is^12 W i 11 W i 10 W iY 9 o i S o i 7 W i 6 W i 5 W i 4 W i 3 W i 2 W o I ,� - �9 �O, I o f o f oo I oo I o I o I o I o I 0 I co I o I o I o I o I o I o W o I o I o I o o I o o I o I , 1 - I o I o I °o I o I o I o 1�� LL.I W _ �r0 o ' o I o I o I o o 10 o o I o pJp p I p o I o o I o o I o > �_ 0 o0 1 0o I o0 I o0 I oo I^ oo oo I oo I o I O oo I oo oo I oo oo I o0 `� `ram cn I I I I I I I I I I I I \ 0 �, o N � �, �, �, SEE SHEET 1 OF 5 FOR SURVEYOR NARRATIVE AND REFERENCES O / �� .\ �L_j8l I I Z I Z I I i I I i 5'(7YP 5' TYP II I I I 113'//TYP �-J L___-J L___-J L__--J L__--J L J L_---J L_---J L_--_J L-----) L---_J L--__J L--__J L--__J L--__- L-1_�Jz A�� 40 40.00' 40.00' 40_00' 40.00' _40.00' 40.00' 40.00' _40.0-0 40.00'_ 40.00_ 4o.00n_ 40.00'_ 40.00_ 40.00n_ 40_00' 26.0 20.000 0.00' oSEE SHEET 3 OF 5 FOR THE NOTES, LINE AND CURVE TABLESG'dlk PLS 787 S 89042'00" W 1204.01' PLS 7876� PLS 7876 110 p jl `S'1 5.00' 5.00' W a 2030 S. WASHINGTON AVE. Q z J z \ CENTREPOINTE SUBDIVISION N0. 2 EMMETT, ID 83617 0 Q BK 110, PG 15889 0 (208) 398-8104 v) z E- �� FAX 208 398-8105 z 0 > LL N ( ) �WTOOT z cn z W Qco ZD 0 Z-cnJ1 SuN(f11W, Z-1-C WWW SAWTOOTHLS.COM W V) \ ~ 'll SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: CC ~ � G c 2 OF 5 1212020 AM JB 18094 18094-FP J 5 W U O N O N CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 O ■ 6 W F_ m O J U_ w F_ U) N SCALE DELANO SUBDIVISION BooK , PAGE Y 60 0 30 60 120 O J L ( FEET ) W E cn 1 INCH = 60 FT L y J PLAT NOTES c O 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY L3 N o M o O DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING: t.p 0 z -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY OR AS DEPICTED X 0 c O -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED O 3 m c� -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS m w u (n U 00 cn DEPICTED '- o E 114 CORNER a m E w SECTION 32 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE ILLEGIBLE N 89039'12"E 2656.94' CP&F 109103130 33 - LINE BEARING DISTANCEFOLLOWING: w ___ ___ ___ ___ ___ _ Ll N 73°51'36"W 20.75' -T N(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS 0) --- --- --- --- --- --- --- --- 32 L2 N 73051'36"W 20.75' DEPICTED 1026.20' L3 N 73051'36"W 20.75' -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS L4 S 73051'36"E 12.08' DEPICTED a LS N 35032'19"E 2 . ' cf) "' i L6 N 33019'26"W 23.8585' w L7 S 31°57'08"E 24.77' 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM o W L8 S 31°21'08"W 24.77' ACT, WHICH STATES "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR x - L9 N 5402744"W 22.20' EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY w L10 S 44042'00"W 25.46' CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES o Lll S 3301926"E 23.85' AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR WHEN THE A L12 N 28030'39"E 22.83' ( ) O o Li3 N 33°18'10"W 23.85' OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR H `" pO., L14 N 3204326"E 23.85' WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A o W L15 S 2402232"E 6.72' NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN a L16 S 09035'41"W 20.82' AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." L17 S 80024'19"E 51.95' z L18 S 08051'36"E 18.92' I'I • POINT OF BEGINNING W 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY z -t APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF o 0 I 0 Z RESUBDIVISION. to 1 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE "'I IN COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED z ---- BY CONDITIONAL USE PERMIT. O z z I 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. a of Llib I MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE of N RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY cn 00 I`^ Lu AND IRRIGATION/DRAINAGE ENTITY. o cn P) i; z ♦ 6. LOT 1, BLOCK 1, LOTS 1, 7, BLOCK 2, LOTS 1, 9, BLOCK 3, LOTS 1, 9, BLOCK 4 AND Q to i 1 d LOTS 1, 18, BLOCK 5 ARE RESERVED AS COMMON LOTS,ARE NON BUILDABLE LOTS, AND Z I o I N ARE OWNED AND MAINTAINED BY THE DELANO HOMEOWNERS COMMUNITYLd �, JASMINE ACRES li i� N LOT 1, BLOCK 1 ASSOCIATION,INC. CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH O - BK 59, PG 5829 Cl 61.28' 70.50' 49048'18" S 65023'51"E 59.37' z _ _L 1 W C2 110.74' 70.50' 90000'00" N 450I8'00"W 99.70' 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. O C3 49.46' 70.50' 40011'42" N 20023'51"W 48.45' t '"'"'''o C4 78.54 50.00 90°0000 S 45°1800 E 70.71 i 8.A PORTION OF LOT 1, BLOCK 1, LOT 7, BLOCK 2,AND LOT 18, BLOCK 5 ARE SERVIENT U �j_ o C5 54.19' 34.50' 90000,00" S 45018'00"E 48.79' TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE a 110 p C6 30.98' 34,50' S1°27'02" S 64°3429"E 29.95' ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE w p F I( ]I Cl C7 23.21' 34.50' 38°32'58" N 19034'29"W 22.78' O ` I`" C8 54.19' 34.50' 90000'00" N 44042'00"E 48.79' EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015-103256,ADA ---"' fil FND 112"REBAR ILLEGIBLE C9 30.98' 34.50' 5102702" N 6305829"E 29.95' COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH DESIGNED: JKS N 89042'00"E_564.25' SET 5/8"REBAR/CAP PLS 11574 CIO 9.44' 34.50' 15040'22" N 3002447"E 9.41' IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER O ----i N• • _ _ __ _- -- - -- -- -- -- -- -- -- • CI l 13.77' 34.50' 22052'36" S 11°08'18"W 13.68' DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO 100 23;10' 20.00' S01.15' C12 78.54' S0.00' 90°00'00" N 44°42'00"E 70.71' DRAWN: JKS I CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE I'I C13 110.74' 70.50' 90000'00" N 44042'00"E 99.70' cn I STORM WATER DRAINAGE SYSTEM. CHECKED: C. GRAHAM I 1 i C14 2.50' 70.50' 2001'56" N 88041'02"E 2.50' � y+ 13'(TYP) 1 C15 27.12' 70.49' 22002'46" N 7603846"E 26.96' APPROVED: C. GRAHAM C16 31.66' 70.50' 25°4346" N 52°4535"E 31.39' 9. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLER'S IRRIGATION DISTRICT,IN C17 49.46' 70.50' 40011'42" N 1904751"E 48.45' COMPLIANCE WITH IDAHO CODE 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE O E- JASMINE ACRES IC18 24.25' 84.50' 1602624" N 82004'48"W 24.16 ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS z I 1 - 28.69' 100.00' 16°26'24" N 82004'48"W 28.59' U I b 1 LOT 2, BLOCK 1 i C20 34.58' 120.50' 16°26'24" N 82°04'48"W 34.46' FROM SETTLERS IRRIGATION DISTRICT. PREPARED FOR: to O BK 59, PG 5829 j a+ 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONGER GROUP a CONDITIONS AND RESTRICTIONS FOR DELANO HOMEOWNERS COMMUNITY ASSOCIATION, 4 8 2 4 W. FAIRVIEW AVE w ----t E-� I M 1 i INC. TO BE RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. BOISE, ID 83706 �� z b U I N 11. THIS SUBDIVISION IS SUBJECT TO THE ACHD SIDEWALK EASEMENT INST. NO.'S z Q Z I 1 I°� W W XXXXX O p J 1 BLOCK 6 j I o i 4O 12. W.JASMINE LANE WILL HAVE ACCESS GOING EAST INTO THIS DEVELOPMENT. 0 N 20' 120 Wo o U O cn 0 Cie O ui W Lon W • I(/) z N `9 0 LEGEND ��ZST `Ilr,� O O 40.00', o I -- -- SUBDIVISION BOUNDARY LINE �' 'd Q - 20' 20' I LOT LINES a 11574 U O o0 o SECTIONAL LINE a t�12/14/20 ` (Y) o I� I ----------- CENTERLINE 9 O ?E 1� 2 0 1 I EXISTING DEED OR LOT LINE ✓�� .L LZ WLd °p P[orfo I PUBLIC UTILITY,DRAINAGE AND F BE AG�' 0 O LJJ a_ o i IRRIGATION EASEMENT w C) I 1 10'PARKINS NOURSE LATERAL w LJJ _ EASEMENT INST. NO.XXX \\ 40.00' 26.03' 20.00' 499.58 __ __ __ __ _ o o - o -- -- -- -- -- -- -, -- -- �r FND 1/2"REBAR ALB 12459• i ACHD SIDEWALK EASEMENT SEE \ PLS 7876J y+ ^ PLS 7876 S 89°42'00" W 1204.01' SET 5/8"REBAR/CAP PLS 11574 NOTE 11 SEE SHEET 1 OF 5 FOR SURVEYOR NARRATIVE AND REFERENCES / Q z d cn 5.00' Ld aACHD C1�i_�L L1� SEE NOTE SER STORM DRAIN � F, I BRICKYARD SUBDIVISION N0. 1 z BK 113, PG 16540 2030 S. WASHINGTON AVE. J Cy 30'WATER/SEWER EASEMENT INST. z z a NO. EMMETT, ID 83617 O Q z cn w SE CORNER (208) 398-8104 O V) = F SEC 32 i FOUND BRASS CAP z CP&F 113077810 �� 32 33 OO FOUND 5/8"REBAR NO CAP OR AS NOTED ,/ FAX (208) 398-8105 z � J U --- --- --- Q• SET 518"REBAR/CAP PLS 11574 y�y z E. USTICK ROAD 5 4 co SET 1/2"REBAR/CAP PLS 11574 w Q m Y 0 CALCULATED POINT Z) O 1 LOT NUMBER �n�SuNeyir�g �� V) 3: WWW.SAWTOOTHLS.COM W Ill SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: C J 3 OF 5 1212020 AM JB 18094 18094-FP ce U 0- 0 N O N CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 O 0 Cl 02 cn CONNECT TO EXISTING I REMOVE EXISTING BLOW-OFF SANITARY SEWER MANHOLE I ANDDERONNECT TO EXISTING �o� \GENS Q MAIN 1 16970 1-4-21 PI P — — PI- — — PI PI PI - - - - - - - PI- - - - - - - - PI - - - - - — PI — - C'O� 9N OF\G�P�P� --� - - - - - - - - - - - - - - - - - �N --T —— E M. L FF, I I I I I I I I 1 20.00' SECONDARY Z Ln Z I I I I I EMERGENCY ACCESS 1 1 a I I BLOCK 4 1 1 1 1 1 pNPSE 1 1 z 0 20 40 80 120 1 1 1 1 1 1 0 1 1 1 Ld 1 I F�T00 I W V) a l I I L N I 1 1 1 I 14 I SEWER LINE 'A'. I n I N w I 10 1 1 0 6 1 1 i i 1 2 i I 13 I 1 1 SEE SHEET C5.0. I � 31 PNPSE o SCALE: 1" = 40' w I 1 1 1 1 1 1 1 1 I 1 .0 001 Fv�URE J w E F I 1 I I I SEWER LINE A. 30.00' SEWER/ I I o 1 I i i 1 I i i i 1 1 SEE 1SHEET C5.0. WATER EASEMENT 1 >r � I 1 _ 1 I _ I 1 I I ' GENERAL NOTES �, o C]N � M o , ' — — — — — — ® ® — 1 1. EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE � °� 0)to 1 a 9 O WITH IDAHO DEPARTMENT OF WATER RESOURCE REQUIREMENTS, WITH x 0 9 s"W 8"W VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. m LLi � _ W EAGLE VIEW STREET — — o ) o FL — 8"SS> — s s <g"S$ s — — > — 2. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN m w >_ — — — — — — — �- — — — ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. ro - - - - - - - - - / \ oo I - a_ Fo - - — - o Oz I L_ w I O O ° ° °•. ° ° ' N O 61 8 I 1 N � g S � — — — — — — — — — — - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - \ 0 1 o 1 \ S 0 1 N 1 - - - - - - - - - - I - - - - - - - - - - I I 1 KEYNOTES w INSTALL CONCRETE I - - - - - - � I L — — — — — — — — — — 1 8 1 1 0 ' MAILBOX PAD. SEE 0 E❑� —� O INSTALL "NO PARKING FIRE LANE" SIGN WITH DOUBLE ARROWS IN ACCORDANCE w — — — — — — — — — _ — 1 1 '� DETAIL 5 SHEET C9.0. A — — — — — — — — — — — WITH MERIDIAN CITY CODE SECTION 7-2-8 AND 2015 IFC SECTIONS 503.3 1 I 1 1 V 0 I AND D103.6. INSTALL PER ACHD SD-1114 AND MUTCD STANDARDS. I BLOCK 3 1 I I I p I I I Lu 0 I 7 1 - - - - - - - - - - � 1 - - - - - - - - - - O 1 7 � 1 n 7 I o N I i 3 i - - - - - - - - - _ - - - - - - - - - - - � M 3 I 11 1 00 1 a I 1 cn 3 SEEPAGE BED #2 00 1 ao ° CD 1 - - - - - - - - - - - 7 I 11 00 ° ,' SEEPAGE BED #3 s o 0 Al1 I I I �1 6 r - - - - - - - - - - - U f - - - - - - - - - - - 1 N I 1 s N 1 - - - - - - - - - � °° I �' I I - - - - - - - - - - � I I g ~ I I BLOCK 2 6 I � 6 r- - — I 1 w o a w I - - - - - - - - - - - - - - - - - 1 1 BLOCK 1 1 o c~-n z I I 'a I I 1 I 1 - - - - - - - - - - I o I 6 I 12 PI - - - - - -pT - - - - �� U O 0 I - I SEWER LINE V. 1 I — — — — — — cn z - - - - - - - - - - - � I I °- SEE SHEET C5.1. ° I - - - - - - - - - - - - - - - - - - - - I � — I o 0000 1 w I - - - - - - - - - - - - - - - - - - - - - - I 6 I I 8 1 j 1 1 w m ° 1 Ln 5 I Q - - - - - - - - - - - - - - - - - - - - - - I 5 1 STUB 8" WATER MAIN AND z w 1 SEWER LINE 'B'. I INSTALL 2" BLOW-OFF w z > — I 1 — — — — — — — — — — ASSEMBLY FOR FUTURE TIE-IN J 0 I 1 i I I 5 1 i 13 I Q - - - - - - - - - ° I SEE SHEET C5.1. I Q — — — — — — — — — — — - B. o I _ I- - - - - - - - - - - - 1 I I I °o I - - - - - - - - - - � F - - - - - - - - - - I I - — — — — — — — — — — — - - - - - - o - - - - - - - - - - I I I — I = 1 I I 9 I > I I z 5 SEWER LINE 'A'. 1 - - - - - - - - - - - - - - - - - - - Q I I Q 1 4 1 � 1 m1 B.O. Lu 0o I SEE SHEET C5.0. 1 — — — — — — — — — — — p — I I - - - - - - - - - - w I 1 I I I DESIGNED: JKS I I 4 I I I - - - - - - - - - - - - - - - - - N s �i BLOCK4 1 I 14 I 3 I - - - - - - - - — 1 f I w I — — — — — — — — — — - 1 1 C.O. DRAWN: JKS D I I - - - - - - - - - - - 1 I I 1 I 00 1 4 I a l 10 1 U r - - - - - - - - - - - 1 1 CHECKED: C. GRAHAM w ^ - - - - - - - - - - - N I - - - - - - - - - I I - - - - - - - - - I I z I I I 1 APPROVED: C. GRAHAM Al 1 I 1 1 I I 1 I ` 11 INSTALL T-TYPE CLEANOUT FOR o I 1 I co V)nL —I - - - - - - - - - - � 3 1 1 FUTURE SEWER MAIN EXTENSION a1 n Z 3 I I o I I I 1 1 1 - - - - - - - - - - - - - - - - I I 1 0 I PREPARED FOR: 1 I 3 1 1 5 ° I — — r — I 0 3 I I 1 w 0o I CONGER GROUP or� I 1 1 — I 1 1 3 j 1 11 1 00 - - - - - - - - - - - J I z I 4824 W. FAIRVIEW AVE w� L - - - _ - - _ _ - - - I 1 Ia 1 BLOCK3 1 _ _ _ _ _ _ — _ - - _ I w v I SEWER LINE D . CONNECT TO EXISTING _ _ _ _ _ — — — — — I — — — — — — — — — — I 1 1 BLOCK 2 1 I I I v ° SEE SHEET #### z BOISE, I D 83 706 Q IRRIGATION MANHOLE - - - - - - - - - - - - 1 - - - - - - - - - - I - I - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - INSTALL CONCRETE I 1 1 1 I MAILBOX PAD. SEE- - - F - - - - - - - - - - 1 — J 2 I I 1 n I DETAIL 5 SHEET C9.0. 1 \ I J I 1 2 I 16 b / \ 1 2 I I6_4 1 2 I \ 1 SEEPAGE BED #1 I I I U 1 - - - - - - - N Ial I S 1 I I I 1 /S ZD s , DC - - - - - - - - - -I L - - - - - - - - - - I - - - - - - - - - - - / \ - — — — — — — — — 1 - - - - - - - - - - � // \ ° ° M w <12"GIRR — 1 \ - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - ° 1 z V) s„w s„W s"W 8"w I ` II II -E.JASMINE STREET 1 7 o � so _ — — — — — s — — 8„SS> s � Z STUB 8" WATER MAIN AND ` 11 s 8 SS> 1 BLOCK 6 Q w INSTALL 2" BLOW-OFF ° m 1 I..L Z z 0 ASSEMBLY FOR FUTURE TIE-IN ° ° ` W 1 o O 7 w — — 1 r — — 1 — — 1 r — — 1 — — 1 r — — 1 — — 1 — — 1 I— — I 3 1 W w Z > Q LSEWER LINE 'E'. I I I I I I I I I I 1 1 I I I SEWER LINE 'E'. 1 IRR 0 I 1 1 1 1 1 1 1 1 SEE SHEET ####• I I I I 1 1 1 1 1 1 1 1 1 1 I SEE SHEET ####• Lu I I 1 I N 1 I 1 °. � � 0 SEEPAGE BED #4 \` 1 7 1 16 1 1 5 1 14 1 1 3 1 1 2 1 1 1 1 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 Z I " 1 STUB 4" PRESSURE m I I I I I I I I I I I I I I — I I I I I I I 1 FUTURE TIE-IN \ ` O IRRIGATION MAIN FOR ZD z Ln � % PRESSURE IRRIGATION z _ I PUMP STATION. SEE I I 1 1 I I I I I I I I I 1 1 m l (n O L � a SHEETS C7.0 AND C7.2. 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 BLOCK s 1 O — \ I I I I I BLOCK s I I I I I I I I I I I I 1 1 1 1 1 1 1 1 \ Or OHP 0 P OHP OHP 0 P OHP P TJB I OHP OHP z —� — -�d — - - — Imo — — - - — - - — — -rd —� — - - - - — — —I — - - — —� — — — — - - - - - <12 GIRR <12 GIRR — — — — <12"GIRR — — — - IRR — — - IRR- - — _ IRR- - — - IRR- - z �, - - - - - - - - - - - - - - - - - - s W Q m cf) w r� JZD w \ EXISTING OVERHEAD POWER I I V_ - _ W - - CONNECT TO EXISTING 0 U) TO BE REMOVED. COORDINATE I J WITH IDAHO POWER. IRRIGATION PIPE SEWER LINE V. 1 L LJ O ` SEE SHEET ####. � c� v CONNECT TO EXISTING o I I 10" WATER MAIN CSW PROJECT NO. 18010 CONNECT TO EXISTING I I DRAWING DATE 01/04/2021 SANITARY SEWER MANHOLE a I0 U 0 / —SS— — — — —SS— — — c2mO i N o ,,` E SFo�ti� a� `YYl � 16970 11 1-4-21 s v n0 �qT�OF U) M.GAP L 0 20 40 80 120 U to A p J Y % 2618 — — —:� — — pp — — �0 yo, 0`� ry"� I� g"� raS g'\ 06 SCALE: 1" = 40' Y� ? 10 1� 0� 0' 0' G. ��. �p�. I MH?S �G ::; � �9 F6� fro ti6 tib �0 �6 l`O Rro `l0 I p 9R FC tirO G— G �LrO G — 2620 — ?� `L6 G sr G G G G p, _ E ~ I I g BLOCK 4 / I p,5E � IIII 267g` 2619 �, _W o I 261 / I F�T�RE PN W 11 261$ / 2617 III U IIII 2618 \ II 10 11 1/ I 14 /�I \\ IIII } IIII \—� r..1N � �; � 0 o I II u IIII � roo o I I N ��`� 1 / co II u IIII TARE PNPSE \ 50.00' So.00' o o �, I N N III w IIII F0 �� m � u � O cn 2619 261 I - 2618 - I III w III a @JN ING 8 �G ro Znl'b'bo G FG FG 2617 ?� I I FG FG FG FG 26�9 F?6',9 \\ \ \ \\ m w 0 & 1 k 1 0 .c• �j �i�/\//\/ i� / /\/\///�r� ro � G • . .. ° ° ° °. °- °° � FG SLOPE TO �`' 9 E. EAGLE VIEW STREET ® ® 2618 �`° 261g EXISTING GROUND V) � ® — s 6�0 _ _ __ GRADE 12" BELLY AT w �6� �� Os 2g1$ 0 \ \ ~ Oh`' MIDPOINT OF LOT I _ wIIII �6�G ? ?s, - , . �1 . — — — — ?s o o. III / _ _ seR ��— _ _ —�� es, _ - - - - _ _ _ �6G _ I '��-_ _ _ _ _ _ _ _ _ _ _ __ti6 _ - - \ 8 TYPICAL LOT GRADIN I DETAIL 1 �. F ? / F�' co O i I I N SCALE: NOT TO SCALE C3.0Lu O 6 ?Slj, N I 0 ivo — w 2619 2� — —__�. o III FG CIE. I _ ��1, 2620 - — _'mac, 9/7• \' -'/ 26 :26�/ ?A I �', \ 1\ III o I �,G ABBREVIATIONS �, I I 7 Zo- l \ll\ 7 I t t — co — _ 26 I \ N CL CENTERLINE I SEEPAGE BED #2 I ?� / a� I I \• I �G I EG EXISTING GROUND z p F.G 6 I e9c \ N . \ ', ^ J I 90 I FFE FINISHED FLOOR ELEVATION z o cv I ��' FG FINISHED GRADE ° z 16.,0' N / 7 11 ♦ , ,' \ I ti6 FL FLOW LINE aCD w -`1 ti0 rn / - 2620 \ I , ,' J SEEPAGE BED #3 I O� � / ,g• 1 I 1 I ?�, r — n I � GRVL TOP OF GRAVELv G 19� M � l' G I HP HIGH POINT w o z F \ 6'' N ' I rn \ 2619 I INV INVERT ° o 6 \ III N/ 6 V ME MATCH EXISTING 0D II° 111 o G I RIM RIM ELEVATION w ? e TBC TOP BACK OF CURB \ \\ ° ?s'9��c I / /7 Q ?6',9 I BLOCK 2 ,�. si9 o BLOCK 1 TOA TOP OF ASPHALT z o ( ��y0 N \ \ rn ��\ 12 p 6,�0� �'I 1 °, �ro'� �; TOC TOP OF CONCRETE w 6 \ 1 o O 1 ti °` Q \ ti6 I \ ; �'�•0 co 9A•' a �� III �G 1 � u \ N FG zLu I o 6 III $ 5 I > 0 5 a ?s� I z FG . III / �,?s7 ?s� w I I GRADING NOTES w o .� o < - - 2620 I 1 0 9 0 9 G '� _ R G ?6 p 6'sr• \ 6�0 I / Rp• l J/ `� Q 1 o�O I DESIGNED: JKS 7 I 5 13 ti 0 g• I 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES O I 0�0 �� I \ \ -�6`Z� I( rn \I �6° 1 PERMITS PRIOR TO STARTING WORK. DRAWN: JKS z O l 0 8s ?9 ; 5 I �, 9 1 g LLJ Ld �ti`O I 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF CHECKED: C. GRAHAM � fro'` Q ` I i w �.�' , I I i _ __= THE PROJECT GEOTECHNICAL REPORT. APPROVED: C. GRAHAM G _ 26G ? ? 4 z BLOCK 4 F z ?si \ 2 1 ` J/ F �� I i Tc 6i96? N �c 6'9ss U N o I 1 i I 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION o .�� 6.,� I z G cv I I N I 14 I I I I �ti N co\ i l I s N 1 �C O AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. r PREPARED FOR: 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2 FROM PROPERTY o I o�` I °, rn IIII 261g , ti`O� ok I I 1 I BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT CONGER GROUP or� °'`� c?6?o N c?s'� o� 4��I, . 10 tii I PROPERTY. 4824 W. FAIRVIEW AVE 6 I I °°9 �'R t 1 �G �� 1 ?6�9 �� \ ?s, t t /FG 111 1 BOISE ID 83706 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL z ��G g I? �o� \I / �A• l ems•° 3 I 11I a I I BE EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND z 3 I q,A,`' 1 \ \�, �— — r �G N III 1 1 I RECOMPACTED. 0 / II I J I N '° 3 0 15 \ � \�6 h� N I 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE J �vG N ` 3 \ '9 1 1 \ 6� I I 1 I . I WITH THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY U N o� N � ?s7 . I \� I �" I 1 I THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. ti oy0 ♦ ♦ s \ 9 °°y I I �, 9? BLOCK 2 0 9?� I ti6rc'o 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. °, N N �6ti ? 6ti I — — \/ III I I GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED T) N to co �G I s? ,c. o 1 P\��o 2 I II • G G BORROW SOURCES. GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 c`o N N o�9 c co 261g R 2620 SEEPAGE BED #1 :� .y INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE Z V) J IN 2 2 c' 2 �/ 1 / \ FGo �w I II 1 °�°�^ 6��'� GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. O z > I J 0 �o I ; ti Q U I �G 6 267j � G ? 6' ? / \ G �o^� \� �� 1 �� ?6 /s \ �o�� 11 I I 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE U O J w �` �` e, s"'9 \ 6 �c 7e I 6� '�Gs 7� lO \ �^ I o O I TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE ce f = h LL L ° ° , '�yrO G ° I I SITE AS SHOWN ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF a • ti / j l \ I G F SITE TO AN APPROVED LOCATION. w \ — �bti — - - - - - - - - — - - - - - - :� �9— — �c 8 6- - - - z z z 2616.66' — - `L �.0, G, ..s _. s rL 1 W O G o• A' 6��' 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY FG ti6�° — — — ti6�� — — — ti ® I THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR O Q �F �� ® \ ® I ?s, ,� ® . 1 OPERATION. CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER W W J w �'\ ti6 � �' ® 26 ® 261g E.JASMINE STREET —► ,\I' 9 c BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL > � so \ _ �,0 � fro 20 — — — — — � -�-- — � — —I — ?�' Qs I T FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. O \ V 2616.66' — O — — s \ \ \ —► /r 2679 I Q I / O — ? I 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, c L 14 z ° ° " a � �° 0`t y1 Z I MUD, ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE CC w 0� -7° °� 0 `% G D 6`' � � � �� ti� 2620 � O O a � h � ti�O �.° o°` i \ ,\° 0ti O I _,� O. °. p. O. O o�• oy q• o� 0 I 0 0 0 ,�0 �0' o ,�°�' O SYSTEM. ti G \G' �� ti� I ti0 ti6 ti 96� ti`O� ti`O� ti`O� ti`O� �6� ti`O� 1 ti`O� �6� ti0'` ti6 ti0 N tib ' I I w I Q Q F_ �y I G G G G G G G G G G G I �G �G �G �G �G N / �G I p�5 1 � G 7 cp rn F ® F F F F F F F \ F I' I 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF Z I \ �, q 261$ I / �l�O; z : I ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION O N I I -/ 2619 °+ I 1 � I C� (A — V �\ / F 1 u 1 204.3.4 AND SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF Q \� 1 "" • �' LA 'IQ I 61G \ `_ — — I I z I BOISE FOR REVIEW. z O \ I 7L 16 1 5 14 3 12 1 1 10 9 8 6 — 5 4 3 2 1 1 1 I 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF ' 7 J SEEPAGE BED #4 �\ \ �` \ — \� ! °' o i I THE CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. Z 0 Lu� cD Q co cf) \ \ \\ — 2618 — 2619 BLOCK 5 261g N N I .e i 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY SITE J ZD \ CONSULTING LLC DATED JANUARY 18, 2019, PROJECT NO. 19077-A. L/) \ \ 2620 _ _ _ \_ I I N I FG LJ..I \ - - - - — 2620 - - - � P -o °� 0 U \ 2619 2619 —2619 � I ti6 J •L6"I tS °�L — — °,\ L b I/ 00 — — �bf0 — — 0� — �Dc °(rj �O — ,\p� �rL �4� A� —�°' — — 4j'` — — �1 — ;\~j rod 6 6 6 6 6 6 6 0 6 6 0 6 0 6 ro ro 6 F \ 0- 04 00 f L `L�G `L t`'G `L�G �' �' N \�/ CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 C� \ o \ \ c3mO N o ,, E SFo�ti� a� `YYl & fA16970 I 1-4-21 s v n0 >qT�OF U) L 0 20 40 80 120 U J J Y 2618 - - - - MH 2 SCALE: 1" = 40' 0 I 2619 ® - - 2618 - c - 2620 -620 - 1 2618 I I , � J w - cn 9 BLOCK 4 I I PSE I\ 1 III 267g BLOCK 1 2619 0 J I I 261 �$ I TARE pN 2617 III � I 26 0) I \ 1 0 1 1 13 14 \ III u 1111 STRUCTURE TABLE L 1 \ I a II o III \ II SE STRUCTURE NAME. DETAILS: t.0 0)to Z N - CB #3A a II 1 U 11II pNP x o O I I Q25 1.57 CFS z (URE RIM=2619.20 O Q100=2.19 CFS w I CB #2A FU CB #1 A „ co w 12 INV OUT=2616.70(W) (n 00 � 11 / 2619 I Ucg� I Q25=1.08 CFS O � o w Q100=1.51 CFS O � N / 2618 I 2617 I I 2619 RIM=2619.20 op w III / CB #1B 12" INV IN=2616.56(E) � Z1 ( ±23 LF 12" PVC ® 1.00% _ _ _261$ _ 12" INV OUT=2616.56(W) f RIM=2617.99 I 9 ° m „ 261g CB #1C 12" INV OUT=2615.50(N) E. EAGLE VIEW STREET ®® - -► ® t23 LF 12 PVC ® 0.50% , N ° 0 - - - - T - - 0 _ _ RIM=2618.02 � 5 2g18 t13 LF 15" PVC ® 0.88% CB #1D 12" INV IN=2615.38(S) " ° - - - - ° CB #26 12" INV OUT=2615.38(N) ° a ° o •.' • • •.° , Q25 0.42 CFS RIM=2617.70 I11 Q / - - - - - - - - - - - - -°- - - - - - - -- - - - - - - -- Q100=0.59 CFS \ 8 CB #2A CB #3B a! 12" INV OUT=2615.20(S) I N \t t/ Q25=1.89 CFS f 13 LF 12" PVC ® 5.84% `n ILu 1 _ - RIM=2617.70 n 2619 , Q100=2.64 CFS N " o U � ' � SG TRAP #2-1 N CB #26 12 INV IN=2615.08(N) o SG TRAP #3-1 j ❑ 12' INV OUT=2615.08(S) w I i' i% / / - 26190 -_ _ 26�a o -I�r \ # RIM=2616.94 / / 0 _ _ I_ 1 CB 3A 12 INV OUT=2614.44(S) BLOCK 3 / i 62 = _ m� i- - z II ® � �� -� t77 LF 18" PVC 00.00% � ��a. I -7 .°j , 2620 - - i 2 621 I � RIM=2616.94 z I i I I� 7 II i , 1 7 /�I CB #3B 12" INV IN=2614.21(N) z I \ N 15 INV OUT=2613.96(S) / I \ I / w 00 ,� I I \. M SEEPAGE BED #2 BLOCK 1 I � a p co _ °' \� N ` 1 10'Wx60'Lx10'D RIM=2616.61 z z N � 100-YR VOL=2,807 CF CB #4A 0 Q 7 1 1 SEEPAGE BED #3 12" INV OUT=2614.08(S) a o w 1 1 \� I 15'Wx92'Lx10'D 1 0 z / �'o ' I SEE DETAIL 1 SHEET C9.1 � g r r t I t rn r -� 2620 - -1 I i I I 100-YR VOL=6,472 CF CB #46 RIM=2616.59 0 / I cO SEE DETAIL 1 SHEET C9.1 1 12" INV OUT=2614.07(N) o 0 Z 6/ \ \ I I I 19 6 RIM=2616.69 00 7 > �I III N/ BLOCK 2 N �I SDMH #4-1 12" INV IN=2614.00 12" INV (S) w III I ,� 12" INV OUT=2614.00(E) z o N 6 12 ( 00 I I I / I ® RIM=2619.83 � N / \ � I ` - -/�� N SG TRAP #1-1 12 INV IN=2614.85(E) /\ Z I \ �� /' ° Q III / I 18" INV OUT=2614.00(SW) o v I I \ v j - 1 6 III /( 8 5 1 I RIM=2618.70 o I 5 \ o �/ _ _ 4 ' z III / „� I SG TRAP #1-2 12" INV 18" INV OUT 22614.00(E) � I I II "6'' I 5 Z 2620 \ 1 3 0 I / >J 1 0 I I RIM=2618.06 DESIGNED: JKS I 1 II �\ ° w I \ �6ti I I( \� ° I��- SG TRAP #2-1 12" INV IN=2614.35(N) DRAWN: JKS w III m I \ 6, rn � - - i _ _ _ 18" INV OUT=2613.50(S) cn \ \ `o I I N N I CHECKED: C. GRAHAM II a 5 N 9 ` i�" l i I 1 „� , _ - - - - - RIM=2617.30 z I rn 1 - - - - - ---- _ z BLOCK 4 \2 2�1 �l °' I I N U N 4 O ° o I SG TRAP #3-1 18 INVVOUT�2613.00(S) APPROVED: C. GRAHAM 0 \ ry III Z 1 � I I N 1 \ 14 1 I I N cv 11 1 5 1 1 0C•0• RIM=2618.22 PREPARED FOR: o I I \\ rn IIII I 2619 , ` i I I ° I SG TRAP #4-1 18""INV OUT INV 226132.85(S) CONGER GROUP \ 11 Ila w l cV a t t �� 4'�I1 �\ / \ 10 / III I 4824 W. FAIRVIEW AVE 9 \ r i'� t 3 BOISE, ID 83706 Q - 1 I N I \ \� '1\c` r N III I J I N 3 0 15 CO \ 3 \s'9 Y N o, cv BLOCK 3 I \ I 11 CB #1B \ 025=0.18 CFS 0 t t N / y I I / \ SEEPAGE BED #1 1 1 I 0100=0.26 CFS o o 13'Wx86'Lx10'D III I I w (o N 1 \ �\ 100-YR VOL=5,210 CF 1 c 00 N co N \ 2679 It \ - J^ 2620 / SEE DETAIL 1 SHEET C9.1 SG TRAP #1-11I I CB #1A z r V) J N 2 cv I / SG TRAP #1-2 1 I Q25-0.32 CFS z r'6, 2 16 / \ 2 1 l / \ I III ° 8100=0.45 CFS Q Q CU I CB #4A 0 cP 6 / \ w Q25=0.15 CFS - - BLOCK 2 \ 1 � / S \ M I • O O Q100=0.21 CFS \ z � 111 l l ' I � / \ I • o t 102 LF 18" PVC ® 0.00% o I t t O t 17 LF 12" PVC ® 0.50% - - - I '�- - - - - - - - �- - - - I f 29 LF 12 PVC ® 0.50% ILL Z w Z w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° IIII F o. ° ° • � SDMH #4-1 t16 LF 12" PVC ® 10.94% J # � - ® I W FliW 0 2620 ® 261g - E.JASMINE STREET t28 LF 12" PVC �1.93% - _Q25 11 06 CFS \ - -`� `ti O - - - - - - s - Q100=1.48 CFS �2679 Qs >- I O Q W cn t6 LF 12 PVC ® 1.17% \ 1 T > u CB #4B - • o / -r I Ice 0C w Q25=0.15 CFS - - z m ° - Z I Z Q100=0.20 CFS CB #1c 1 0 \L i \ 2620 II I I t25 LF 12" PVC ® 0.50% Q25=1.23 CFS / 11 I � I Q m - t58 LF 12" PVC ® 0.52% 7 �, z N rn ® \ I I Q100=1.71 CFS 6�,0 I I Z Q Ce BLOCK 5 2019 a6, p I 2618 i 11 W ; I - - O Ln SG TRAP #4-1 -' 1 N '61 I "6' �\ - - - - z Q IRR \ /10 16, I � O �j t31 LF 18" PVC 00.00% 7l / / 16 15 14 3 12 11 10 9 8\\ 6 5 4 3 2 i ° t t I ^ z cn SEEPAGE BED 4 \ - / - - - - _ N co 1 ° N °. I W m 0 6'Wx24'Lx8'D \ - 2618 - 2619 - - 2618 N I I (/� J 100-YR VOL=550 CF \ o Ln 3 \ 2620 - - BLOCK 5 \ 1 I N I W SEE DETAIL 1 SHEET C9.1 \ N C Q 1� \ �a,n \ / _ - - - - - 2620 - - - O OHP_ G � \ 2619 2619 I I / / -2fi19 /I RR- _ - J Lti"I t5 N \ L CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 C� \ 0 \ c3ml IAL KEYNOTES N 0,< �GE S m p 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH Vm TRANSITION TO NEW ASPHALT. 16970 1-4-21 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H1" OR "H4" WITH TRUNCATED DOMES PER ISPWC p T,9 ,�0 `S O SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". p,Q7 TF0F��P .ZP N^/E M.GAP O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. Ln 0 20 40 80 120 O ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. rn J O5 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. �1# cn HORIZONTAL SCALE: 1" = 40' Y 2 0INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. VERTICAL SCALE: 1" = 5' O7 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1 132A. TYPE II BARRICADES SHALL BE W LL o V) — THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. ". >� 0 N ® INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE.. a, o LL- SITE KEY TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL N o M a) 00 c:_ M O 1»=250' DECALS. �0 00 a, X Q z v O O INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. m wi 3 (n 0 (n u 00 0INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. a m 0 m Ld w 11 5 FOOT TRANSITION BETWEEN 6" VERTICAL CURB AND 3" ROLLED CURB. fu L. z 0, bi 12 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ISPWC SD-712. u DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". ccn f) w m w SEE SHEET C4.1 SEE SHEET C4.1 SEE SHEET C4.3 SEE SHEET C4.3 9 I I I Iui I w TIT 3 I Q I o 3 TIT > I I I I 4. 15 p BLOCK 2 > I z I BLOCK 4 0 3 1 1 i ° 1 i CD zo 0 BLOCK 3 = p 0 V I z al Q BLOCK 1 w U) 0 I u ml zl Lu 2 I , I z I cn O 2 z v 1 6 /n\ zl \ SEEPAGE BED #1 �s RUB I o m W �s 2 1 2 s \ W .��?) O �° D O `��G� / \ �G S n 2 `��°.9 /5 \ /tl�13 y I � I O 2 �� so s� �� a�� ° N 10 Z '9 soss l\ �� `° 10 2 � / / oo I O )G 1 0O 0 � 02m n ,2 °' / 1\ ��g yx0 h0 2 SX 6'` ,`rax / / / / / / / / / / w °o N ' GS I p v `fix �' / \ C� x �' + CJ cn O ti �6�A�Oxti D-�A xD a �19sr 8�. 6tiO.�xAa — — 9Rs 8� �� . �So 9� ° 1 1 �6�0�6xh ?s,9i I Z \ 6 Ld �c �c I O ��'� 5 ® �`' 13+00 � 4+00 � 15+00 16+00 ® 17+00 1 1 11+00 12+00 ao w 11 _ a O 7 0' QQ 1 1 „ 00 0 o —40. 11 3 E.JASMINE STREET 3 1 1 5 ~ I Q oo �G ° w Ox00 6�j 01hG= G o 014 G �� G �� G a 0� G �� GL 0�' G �0 G 0� G 0� w O ti0 '� �Y h x6 x0 6� x� p0 x� y k`L era 0 00 O �a6x`l �0 6x6 �x0 O R O D O 0 �y `L 6 O `t x x x x ra x g ti �O� ��x ry0� �`Lx �O�' .`L ��0 .S �o, �S �O' �S �O' �°� 6 ' 9 p ti6 M ti6 ® ti6 ti6 ti6 ti6 ti� ti� ti6 ti� 1 2 �LrO ti� ti6 ti� ti6 ti6 ti6 °LrO I I DESIGNED: J K S �G ° i DRAWN: JKS j �/ 1 'R" O BLOCK 5 '\A a��00� I I CHECKED: C. GRAHAM wd SEEPAGE BED #4 17 16 15 14 13 12 1 1 10 9 8 7 6 5 4 3 2 ti6�° I z `\ I APPROVED: C. GRAHAM � . I O BLOCK 5 I a I m I PREPARED FOR: CONGER GROUP � \ \ ® TJBL P 1 o 4824 W. FAIRVIEW AVE Vy - IRR BOISE, ID 83706 J � I , II � Y �i II Z:) 0 2630 2630 W -------- ------------------------------------------------- ------- ----------------------------------------------- z -- r z LL w OJ ,,� Q Z) W O ~ Q o � - - II of _0 dO rno -- oo ----------- -------------------- -------------------- --------------------- � ------------------------ ---------------- --------- --------- w - z �+ N O 00 ,na �rn 11) 00 00 n +O 2625 0 + o 0 00 Or- 2625 Zp I L Z wo ------------------------------------------- Q II w o N w c0 N (6 N � o~ U) FINISHED GRADE N 0 + c6 c6 -------------------------------------- a II O 0 a 11 = z w U0 5; ---------- -------------------- ------------------- ------------------------------- w ----------------------------------------- -------------------- ------------------- - ° N [LN w w LL Z w Of + p F- Q N N > W EjQ II II - ->0 a_ c a ---- -------- - NX W J LLJ a a_ N ------------------------------ --------------------------- - � L ' > - = -0.40% - - _-- - - - - - --— a -> ° — r 'C 2620 >2620 U — 0.4 1.00% a -Za> a ---------- 258% ------------------------------------------- -------------- ----------- - ----- ----- ------- -040% ---------- ------------- - - ----- O w a — --------- ---------- ---------- ------------------- ----_-_-_ __ - - -------------------------------------------------------------------- ---------- ---- -------------- ------------------- ---------- ---------------------------------------- - o- — --- —— ^ --- ------------- ---- ------------------- ---------------------------------------------- -------------------- --------- -------------------- ---------- ----------------------------------------------------------------- - w — � -of� J � C LO --------14-0) -kr N of is EXISTING GROUNDLLI II a m W 2615 0� �� a ll w 2615 z 0 04 O N = II oNo �clli II II w 12 IRRIGATION 12 STORM n - w a- CROSSING DRAIN CROSSING z ---- O — 6 m w — z p z 2610 2610 - ------ 12" STORM ------------- ------------------------- -- ------------ ------------------- --- ---------------- --------------- ---------------- --------- -------------------- -- -------- - W a � DRAIN CROSSING J C C p -------- ------- --------------- ----------------------------- ------------ ------------------- - -------------- ------------- -------------- --------- -------------------- --------- ------ ----------------- ------------- ----- -- V) � ------- --- -------- ---- - ---- --- --- -- -------- ------- ---- -- -- C cn J 2605 2605 j n n v co o o o, m n m M m m rn m m coo ro n ro M n ro M ro N ro W co c N 1po OD 01 N OQ O N OQ Lq IR OD 01 N O OR OR 01 1p N I� N Of 1p O 0 0 n of n 0 0 Oo rn Oo of 0 rn 0 rn of of a2 0 a2 0 0 rn 0 of 0 0 of p (0 co co 0 0 co to to to to to to to to (0 (o to to to to to to to to to m w m co co to to 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 O N CSW PROJECT NO. 18010 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 DRAWING DATE 01/04/2021 0 E. ,JASMINE STREET PLAN AND PROFILE o STA. 10+00 TO 18+00 C4m0 KEYNOTES p�`��GE S m 0 20 40 80 120 0 p 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH Vm TRANSITION TO NEW ASPHALT.a_ r 6970 HORIZONTAL SCALE: 1" = 40' 1-4-21 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H1" OR "H4" WITH TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". VERTICAL SCALE: 1" = 5' �O �TFOFA.ZP� �� O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. Ln p ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. J J 'n O5 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. u# 0 © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. 2 wrtft O7 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1 132A. TYPE II BARRICADES SHALL BE W o cn THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. L D u J 1 _ C N ® INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." a, o ,� SITE KEY TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL N o M O 1»=250' DECALS. �o 00 a, X Q z v o O INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. m wi 3 m (n U 00 10 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. a m 0 a Ld w 11 5 FOOT TRANSITION BETWEEN 6" VERTICAL CURB AND 3" ROLLED CURB. z 0, bi 12 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ISPWC SD-712. u DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". ccn f) w a x w o w o z CD w o z O U U) 0 z z O Q p 77 z � O Z a (I w O O U Go Lu SEE SHEET C4.0 SEE SHEET C4.2 z w 1 BLOCK 4 I I Q U) z /� o 4� I Ld BLOCK 3 I _ o 3 a I 2 3 4 5 6 7 � 1 T I ° z � . I . I 0 1 8 9 I I 16 15 14 13 12 11 10 I . Q I 111 o I G s xo w �� 10 0 10 O 6��' °x 00 �G O G G G o G G G G •�°�' z g° 2 Urn 6'j DESIGNED: JKS 0 11 ti ^� �6 0 ° o o oo a a° �° e do ^ a x x 11 �i � �O �g ��h '��h k�h 1�h h O fro O,h G � o G G G � w G G �� S ,S I �C' ° ° x O. �O °`L Oti O� �6 O. O O. h O• O 0 '� 11 rn O O O o �` O �` O cP s ? G ? 8 DRAWN: JKS ti O_ ti x �y x '. ,�x 6� x ��. x 0� yx 0� yx ti h0 rn o+ O g a g �0 `'� 0°` y`? �0 y`? A 's S1j 8 S1j 6 L ro O O co O 6 ti �.`l �ti ti ti G '� h of 0 '�• h c�. ``�' h o G6, S9 j 1 7 I Z `� �l ° `L `L ��,�a 4 3 ��0^� .°x� N °L�O�° °x� ��° ��x� `L6'`�' .x� ��o'`� ��Lx �y6'`� ��Lx 9�� s? I 3 CHECKED: C. GRAHAM w N 1 �x�° I o o I APPROVED: C. GRAHAM � 10+00 oIa) 11+00 12+00 m 13+00 �0 BLOCK 5 — —¢}w — i — — — I p� — - o I— - " G I ° ry o x 10+00 11+00 12+00 00 13+00 i 14+00 0 zo (9 m N. AMBERWOOD AVE 0° i �0 °� Oro m — > — T — _� o — 1 1 'Qo �0' xti N. DASHWOOD AVE q 11 1 o ti D I PREPARED FOR: 1 6 to e'° ° ?OR �O2 �O° 9) 9S `92 `90 °O, �' I ® p x 6' x 9 x sr �,x 9 ��x rr ?x 9 `fx sr o �n �QG �9 �9 �9 �9 �9° �e, �oG=�,° �G I n CONGER G RO U P m I "� so �° ss ''�o `�s �c ss �c `�s �c ss �c ss �c N �6 06� m 'ox As '°x 9s ',x s? ",x s' '?x°' '�x ° x`°0 0� x�� 6� 4 8 2 4 W. FA I RV I EW AVE ,,, N ��, I s�o 0o so so so so so so + ` 1 1 0. h s '� '� '� e '� '� s '� m �. x 1 2 a � s O o rn ,9 �+ s o � O ,� O S C' '� �1' '� �1' a_ ?Q N ti6 .�` ? I S of S S S S S 0 0 O G �s s, Z o + o 0 0 0 o ti ti h� G m BOISE, ID 83706 Q s`�s`�so° 1 0 log G �o� N SEEPAGE BED #3 2 l 0 ��y`2�5a� N O 1 5 a6� 2 �s`�so c tiol 16 J i 2 3 4 5 6 7 8 ,� 1 1 I w ° � U Y I BLOCK3 �I \ 5 o I 12 l I BLOCK 2 Z ZD ce LL e1,11 I I .o O w V) SEE SHEET C4.0 SEE SHEET C4.2 SEE SHEET C4.0 SEE SHEET C4.2 z V p z C) Q v p z J O 2630 2630 2630 2630 ce z Q ---- -------- ------------------- ------------------- ------------------- ------------------------------------------------ ----- ------------------- -------- ----- ----------------------------------- -------- ------------------- ------------------- ------------------- -------------------------------------------- ----- Q OZ LLI w Qo .LoLo o----- ------------------ -------------------------------------------- ----- 0 F Lo N 0 00 OQ --- ------------------- W0a Q+ W ?+ N+ , a JW Q Ow Wo O o w m +(oo 00 o o0 2625 2625 u) o + ai rn 2625 > > NQQ ------------- ------------------------- -------------------- -------------------- ------------------- --------------------------0 ------Q Lo N Q N M -------------------+ 06 N oN > OCCG_ EXISTING GROUND Ovi wN w N '� FINISHED GRADE II c N w> ------------------- ------------------- -------------------- Q II - ------------------- cN ---- ----►2 + O> >— w II wn ---------- N�� — n Q N cowN > I w w > >> > -iLLj ------------------ > > H ------------------- -----old CLa a ------------ -------------------------- - Q \L---------------------------------------------------- _~ + II - -- -- — — — -s — ——— —— — — —-- ———— — — c Li ------------------- -------------------- -_------- ------N — �-.---9-;- w~04% > > \ En N w N � � 0.50% 2620 2620 1.50% a >> > as 2620 c — --0.70% 2.00% —� o --------------- ---_-__— --- _ ---- ----- ------------- ----- -- ---------- I o- LAo — o� - ------------ ----- ----------- ------- ----------------------------------------------- ---- ----- r)00 z O- . 007 N ------------------------------- ----------------- _ cooI ----------- ----------- ------------------- ------------------- --------- --------- ------------------------------- 1 FINISHED GRADE 2.00% o LqEXISTING GROUND V 2615 m; +Z° Nr- 2615 q* all N V) ----- -------------------------------------- ------------------- ------------------- ------------------------------------------- IIw II --- m w -------------------- m c0---------- 04 Ww DC Ld ---------- - - 0 m J 2610 2610 2610 2610 t0 00 N M 00 00 M 00 00 M M 00 00 M 00 I� Lo 00 O M M co O w O) I� (O M (O 17 N d 00 N 0> 0> N Il O d 0> N N 0! 00 Il d Of M 00 I4� n N It M N r- O d O d d LLJ p I.: N r O r O r 0) 00 0) 0) 0) 00 0) 0) 00 r- 00 00 00 00 0 00 0 0 O) O) O) 0) O) O) 00 0) 06 O 00 00 r- �O Co G0 G0 G G G G G G G G G G G G G G cO cO tO tO tO fO G G G fO G G G f; 0 �O G G p N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 0 N . AMBERWOOD AVENUE PLAN AND PROFILE N . DASHWOOD AVENUE PLAN AND PROFILE o STA. 10+00 TO 14+75 STA. 10+00 TO 14+50 C4m 1 77 g F m KEYNOTES o 20 4o so 120 0��V�GE S 00 1D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH Vm � TRANSITION TO NEW ASPHALT. 16970 HORIZONTAL SCALE: 1" = 40' 1-4_21 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H1" OR "H4" WITH TRUNCATED DOMES PER ISPWC VERTICAL SCALE: 1" = 5' �'� ,�O `S SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". �TFOF��P .ZP ��NNE M.GAP O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. Ln U ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. rn J O5 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. �1# U) © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. J Y� w O7 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1 132A. TYPE II BARRICADES SHALL BE �W �+ o V) THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. L D u J 1 _ C N ® INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." a, o ,� SITE KEY TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL N o M 1»=250' DECALS. �0 00 a, X Q z v O O INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. m w 3 °,�' (n o (n U 00 cn -10 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. a m 0 Ld w 11 5 FOOT TRANSITION BETWEEN 6" VERTICAL CURB AND 3" ROLLED CURB. z 0, bi 12 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ISPWC SD-712. u DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". c 13 INSTALL COLLAPSIBLE BOLLARDS AT FIRE ACCESS ROAD. cn w w x w o N w o Z z77w o z O U U cn p O � O 2 O I Z I a CI Ld 1 11 o U) Go ® WMH — Lu 3 O p LJ z I 111 ® I Z BLOCK 4 13 w ID O I 2 m 0 10 11 12 13 14 10 1 ° m Lu SEEPAGE BED #3 I o O o . I > O I o 0 1 3 z n \�\ \ \� \ 5 0 6 OFFUTURE CURB BACK � � z0 G G I G G G r'6� x 6 12 G G G P P p P o � P 12 0 o G s o I �O �O v _ �O o �O o I DESIGNED: JKS J 6'j I o T 61 o T 1 T 1 5 nj y y p 2 x� O 6 h ^� 1 pK � .�'� �O I P P P P O 09 9) 09 `9R .� 09 `9 J, 09 �) Dc6 O6� ti0 �� I Oaj 0� ,�� 06 D6 06 a> rn� 6'j) 1S 6g 6�6 06 00 \� �6 Dc m �' �O O �O O �O O �. st• < d• �. h 0' O '� x� �'� x0 �'� x� A ° �1 x �1. x0 .� x� 0� �o� m 6 g0 0• 0� O h O. �' �' '� h o O 0 DRAWN: JKS w m �O� Dx roe ^fix 0� �h _ ti6 �6 _ �6 �6 _ _ _ 0 '� ro 0 0 ti ry `� `L ,� ti6 _ `L `L `y 2 1 I i�1• x'` Nt xg �O. x0 I �O. 1x V) do CHECKED: C. GRAHAM 13 w 9 n� rn 1 1 3 ® W. EAGLE VIEW STREET �- m ® 18+00 n- I 1 3 N APPROVED: C. GRAHAM 4 1 1 15+00 m 0 16+00 BLOCK 2 I ° 10 00 0 11+00 o - o O 1 1 T ♦— �� 1 1 -2618.32 TRC — _ — I I — 0 1 O �"� �1 [1 m o - 4 �� 1£18+72.87 6'j TO GI �O ] e ~ v ��' Q. �� P �6� Q �O — — — 2 `SOD �y�2 d> q `9 9 14 s o, I I ® e d� _ ,� PREPARED FOR: o °��ii'� Rs'�As a . o�� °° ,�,'�R _ o o— — — — — — — o o — x��ti�,G- I 'ox,o�o '°xs`�ro ''xo R o '�x s?ro CONGER GROUP $ sj — x3° �c — — — — — — — — — — — �Ox ��0 \ 1 / — x)S �� — �� 0, 0 8 3 \ \ \ \ F 9s q °° q °° q�`9B q S o I o 0 0 o e 4824 W. FAIRVIEW AVE 10 �� o w ti6 �� G \ / 26,�j '3 S z 5 ti 1° 10 BO I S E ID 83706 a; 0 2 x`1 g0 \ / ��, s, 10 ' I z zQ �s, D �0 5y6�Y�L ,��s s,�Qc 2 j %, G use BLOCK 1 516 O SEEPAGE BED #2 1 ° Lu 9 BLOCK 3 1 I ° ZDJ ] SEEPAGE 7 / SEEPAGE BED #2 ] I 1 ce W � HHt 1 , BED #3 I l0 O Ld I ' "" T T cn oC V) / z V) 0- J SEE SHEET C4.1 SEE SHEET C4.1 SEE SHEET C4.3 O z Q U O -j z Li- 2630 2630 2630 2630 7 O L ------------ ---------------------------- ------------------- ------------------- ------------------- ------------------------------------------------------------ ------------------- ------------------- ---- -------- ------------------------------------------------------------ O Z ---------------------------------------------- ------------------- ------------------- ------------------- ----------------------- ---------------------------- ------------------- ------------------- - w Q 0 F 00 C) J O -------------- ------------------------ W M ------------------- a_ O M ^ W ^ w 2625 � o ao M o '4 2625 2625 N-oo + o'- a 1,I N �N I..L _ + 00 �n � co > co M N �_ + o co z X 625 > (/� r7 00 � Q � � �N o0 a> + a0 o -II NOW 2 Lo ------ -------------------- - --- QN — co + p + r W + I\ 00 II N W O ~ J O= II II N co o + r U o - co---- -------------------- a II > co N w zU W w Q II co cn c II N II N w LL, II N FINISHED GRADE _ - c�F W w II N 3 n, II N Q ------- Q II N w Q II ------------- > > w Q w > > m W EXISTING GROUND < J Q II w c~i� w 0 v~i w CL a- 00'5 CC ELa-a ---------------- -------------------- ------------ N �, Q N w N w N W > > a s w - _ G 2620 > > > > 5 > m 2620 2620 � 2620 Q U m Q a- o-c: � a aELc� _ _ 41% z z -0.50% _ _ _ _ — — — — — 0.5o% —-0.50%- — — — — Ln O LLJ -------------- -- `_-_ _ _ -- - - -- - - -0.50% L� 1.00% 1.00% ----------- --- - - ao,� O r m rn LA = o ---------- M m LL . cow n� I\� N— Z ------------- c0 + U +o N CO ao 0 EXISTING GROUND7 p J 2615 M N +N +co +co 2615 2615 +oo II w 2615 N O N IIJ ------------------- II----------------- -------------------- -------------------- ---------------- -- ------- -------- -- --------- ----------------- --------- 00 -- -------------------- 0<° --- W m W w wal� FINISHED GRADE U w J N (/) J ------ ------ --------------- --------------------------- � -------------------- ----------------- -------------------- ------------------- 12' STORM ----- --- ----- ------ w W ------------------------------------ w DRAIN CROSSING Q J 2610 2610 2610 2610 V J GO M GO GO M GO GO M t0 GO GO M O) M N Co IA M .-. O G r OD N1 N d OD Il d d N O) O) I� M d O N N N O O) 00 N 00 d N IO lO M W n ro ro ro ro ro ro !2 � !2 � �2 � �2 � � � � �2 �2 w T W 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 O N 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 10+00 10+50 11+00 CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 0 W. EAGLE VIEW STREET PLAN AND PROFILE FIRE ACCESS PLAN AND PROFILE 0 STA. 1 3+50 TO 19+25 STA. 10+00 TO 1 1 +75 C4m2 KEYNOTES 0��c1c,\�ENSFo m p 0 20 40 80 120 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH l TRANSITION TO NEW ASPHALT. 16970 HORIZONTAL SCALE: 1" = 40' cP 1-4-21 J 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE H1' OR H4' WITH TRUNCATED DOMES PER ISPWC � � SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". VERTICAL SCALE: 1" = 5' �TFOF��P .ZP ��NNE M.GAP O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. Ln c) ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. rn J O5 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. �1# U) 0 © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. 2 w O7 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1 132A. TYPE II BARRICADES SHALL BE W LL o cn THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. L D u I� C N ® INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." a, o ,� SITE KEY TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL N o M a) 00 0 1»=250' DECALS. I'D 00 �_ M X Q z v O O INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. m w 3 m U) U 00 0INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. a m 0 m Ld w 11 5 FOOT TRANSITION BETWEEN 6" VERTICAL CURB AND 3" ROLLED CURB. fu L. z 0) bi 12 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ISPWC SD-712. u DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". ccn f) w m x w O w o z 0 w (T) 7) z o Z Z U o o SEE SHEET C4.0 SEE SHEET C4.0 O SEE SHEET C4.2 0 W o I I I a O m ] I 3 o F v o BLOCK 5 Ncn 1TI I BLOCK 2 ` ` t o O o 00 z I 3 I \ SEEPAGE BED #1 5 +� 6 m z D I 1 2 1 1 10 9 8 SEEPAGE BED #2 /BIB I w m O I I \ \ m g G 10 I �c zo �6� e?s U L 2 I I I m(A mI `1 `1�S��O G G G G G G o W l9 10 �p 1)x G`�`� Dp 6�16 6� .\ro 6�Q 16 16 16 w 15 O ?6 ?O° °O 6 �0� m O r�� x 6�°� x 6`°' �x 6�°' ry�x ��0� �px �Ox N�? 1 1 ��°L xS po c) G o cn o G' - - 5 1 1 titi 'L titi ti titi m ° ��, Op s�B DESIGNED: JKS ex9s ��° '°x 9 s ti� �ti ro /gyp, �s 2� s�° S> - 0. ham' ?s? sR �- -6� �� 0 3 ss P�, DRAWN: JKS w �s �o� xo6�°°�?sue o. o ��. �x� 6�p. �x N. CHELMSFORD AVE N. CHELMSFORD AVE -w V \ - - - x 6 0 ti + I �— b+ o p0 s, o ��, `1 �c N N 22+00 21+00 C0 0 0 20+00 1g+ �� 4 CHECKED: C. GRAHAM w� 1 I Z $ 1 1 ® ?s, ?s ?s 2sr �s �s, �s, ,sx�s�p APPROVED: C. GRAHAM z _10+00 a0 rn 11+00 12+00 o_ 13+00 . �9 ° ? 6 00 0 5 6 x�A �'�' xe� '° x`� x�8 ° x?s ° x A �° x?� PREPARED FOR: 0 O ®® N. CENTREPOINT WAY ® QW I 2��? Z s� CONGER GROUP s ? `� o s�o�s a oho �° ° ° o ,�9s2 ° e s?o3s BLOCK 5 `��s9��° SEEPAGE BED #1 4824 W. FAIRVIEW AVE al� �� °x0 - - - - - - - -��xti��°- - - - - - - 'xsR �c'- - - - - - - - - - - - - - �xs >Lc 3 °�s� 8 BOISE, ID 83706 a �x��tio ss�o �� 2 ss o O O o 7 8s I 2 3 4 5 6 7 z DO O O I J J o ° BLOCK 1 BLOCK 1 I U Y 2 1 T ` I Z 0 I °C SEE SHEET C4.0 c~ � zV) � U 0 Q Q wo 2630 2630 2630 2630 z C z ------------------------------ -------------------- ------------ ---------------------------------------------- - ----- --------- -------- ------- ------ --- ------------------------------------------------------------ ------------------- ------------------- ------------------- --------- oF- O 0 -Q � z z Q 0 ,� o J --� o O � ,ri N w co 00 00- (If W ~U) O O w 0 N) N O ------------------------------------------------------------ - --------------Q + N cr O 04 r - N + O. z x 0 CD N + co �`) N- w N t0 + O M W W Q w 2625 o w II N +Li 7 N; 2625 2625 w �� , 2625 O04 = ~ J --------------------------- --Z II N--------- N Q II) -------- ao r�� N N + °o, M ''- O U cn N w N J Q J EXISTING GROUND w) N roN J a, N o+o a0 O O --- ---------------------------- ------- ---- --- -- -- - - - ---------------- --- N co ----------------- -- w Q > > -- Ul W- - - --- --- -- — —] - - W N cD - - - - (n W - -- -- - - - - 11 - - - - m N w a aj Z Q 1 II N EX STING II N LL w �, a a w< J ----- -------------------- ------- I GROUND-------v) w - ------------------- < �- w C ------------------ ---------------- ----------- -- --------- --- -- --- -- _ _ C_L < — N > > Cn w- G ------------------------------------- - - - 0.40%- --- 2620 2620 �'a as a - - ---- - 0.50% a a 2620 z J 2620 - -0.40%- - - - -- - - co - - - - - - ----------------------------------------------------------- ------ --------- ------------ -1.50 0- LJ„I z ��---------- - ---------- --- --_-_-0.50%- - - 0.50% O ----------- ------------------------------------- ------- ----------- ------------ ---. 00 N ------- ------ -- ------ ---------------- -------------------- --- ----- --- -------------------- --_ O = ce O [ ) -- - N---------- v_ ------------------ --- --------- -- ---------------------------------------- ---------- ''� z O >_ \~ FINISHED GRADE r i N N°i 2.00% II 7 12" IRRIGATION 12" STORM w cd FINISHED GRADE 00 M J 2615 CROSSING DRAIN CROSSING w 2615 2615 N N rn N N 2615 CO Z ---------------------- ----------------- -- -------------------- -------------------------- --------------- ---------- ----- - Y 1 W---------- II w Lo W O -------------------------------- ---------------------- --- -- ------------------- ---------------------- ----------------- ----------- ----- --- w ----- ------------ ------------------- ----a cn �,ZD O d CL Lu Lu w — Q _ C V) 2610 2610 2610 2610 J OC O ) O CO 00 i I MCO CO CO N 0) M N r l0 0) 7 N uA I: N N uA r M N 0) CO Il CO � CO N NO O NO NO NO NN W C) N N N 00 0 0 0 0 0 0 0 0 0 00 IV W 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 V O N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 0 N . CENTREPOINT WAY PLAN AND PROFILE N . CHELMSFORD AVE PLAN AND PROFILE o STA. 10+00 TO 1 3+50 STA. 1 8+00 TO 23+00 C43 m E S�c� O 16970 KEYNOTES 1-4-21 s� o v (DSAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH 4 C)goOF\0P��P� TRANSITION TO NEW ASPHALT. 4 I NNE cn L 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H1" OR "1-14" WITH TRUNCATED DOMES PER ISPWC J SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". �G J �r0 a U) O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 4 61q, ti I � R=26.00' � G 5 G ° Y 0 ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE 6" THICK AT DRIVE APPROACH. `�, w — a +d �otio I 6�o�yo d J O5 INSTALL TYPE I DRAIN INLET WITH 12 SUMP PER ACHD SD 601. / / O tib 0 0 M u © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. / / i/ / R=20.00' S d ' D �, LO7 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES SHALL BE / / !c s'9 °° N o M � M O THICKENED EDGE ALUMINUM WITH 6' WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 2 4 �o`.L fie. 13 'D co tib I X � ® INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." d d 4 ° I�o� 0 2 _ _ _ _ _ _ _ _ _ _ _ _ _ m w ? TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6cf) " WIDE REFLECTIVE RED/WHITE DIAGONAL ° o yd d ° a 4 d O U) u o DECALS. 2�, moo' ° ° 4 4 8 ° ° $ d a 4 ° a O cV 0 19 !C rL0 ° 4 a m Ld w Og INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1 109) INSTALLED PER ACHD SD-11 14. �s �G iz 1�h 1.0279 10 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ti6�G 9,2 c I 61�d 4 U 1 1 5 FOOT TRANSITION BETWEEN 6" VERTICAL CURB AND 3" ROLLED CURB. — — — —E.JASMINE STREET `L 1 1 ter, can 1 1 ! �o& w 12 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ISPWC SD-712. o °s. 61� a_ DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". o ry61�. ° J.Zox IN L 4 d o Q N N a O ° ° w 0 z ° d AJ O ° ° ° a d ° a d 3 34r d 0 a 2 00 CG 261� p 1 u 261 . / R=20.00' 2 CD cn 9 R=20.00' ° \ �S8' �G / 3�: U \ ° 0 zR=20.00' ��' , z d 2 ° 2s' !a `Lro 4 d 2 10 O a v R=26.00' w o ro / / 0 0 (n d 00 ~ d d ° / / a u- N N Z 0 INTERSECTION DETAIL INTERSECTION DETAIL w o SCALE: 1 "=20' SCALE: 1 "=20' o z LL > w O DESIGNED: JKS 0 DRAWN: JKS Li cn CHECKED: C. GRAHAM D Lij APPROVED: C. GRAHAM z O U 4 I ° ° ° PREPARED FOR: 0 0 �h CONGER GROUP a �� !o/ \ti�`�. 4824 W. FAIRVIEW AVE Ld BOISE, ID 83706 Q c i 4 I1-1�1? / Q \ / > \ 0 a ZD 2 / d / \ d d O \ R=20.00' o� !o?6' 2 d / Q \ ° / c�c M ��/�� Ld ° R=20.00' a"' = o �s. 2 R=20.00' / r 10 w R=20.00' 2 /`�' z �s,� ° �� / / / O z J �G > 2620.06. ° R=20.00' d / h` !° �� 2 `1 z O ° d 4 4 ° ° 26�9'g0 p CG o\ ° 4 °Z' d d ° tib�� 1 0 d 4 LG 2618.2v U J w e d d ° �� O Ao�i a d ° 1 0 �G 26 R=20.00' 2 d ° 26�a 40 lG o ° O O N w v ° 45 LG 19 1 j, ° ° °d 4 d a° a 0s� a a ° ° ° d co O) N ° °d a ° 4 0� •0fP\y\ ° 4 4° CA� L a 7 f Q N e j Q ry Q e z I _ co - - - m �� ! M , N O O CwC W �• 6tioa�> 2s�e !0 1 1 ti`O1 5 LLI W — — — — `� — — — — j ?, ! 610� o.4ox2s� ! ate.<�' 1 1 3 �s" �G > z rn s9 C)E.JASMINE STREET ��`' ��' 1 1 3 ,? ��' 9A O > s_ 6 ��' � p[ O E.JASMINE STREET z ? 2s �G 9• �0 C5 I w 4 d a ° ° 4 4 ° d a d° E.JASMINE STREET s,9� �'! !� 'B ° d ° d° 4 ° C d v�' O/ W Lu d O O �' 0.40% f_��' d d °al� 4 4 ° � C ° d° 4 4 d ° Q ° d d °4 O 4 ° ° d d° z z d d d ° 4 ° ° °d 4 O Y / O vice ° ° d d d ° ° 4 W U) d Z 12 7 z O L C) ZD J M w Q ■ cn J w N N N ~ w � INTERSECTION DETAIL INTERSECTION DETAIL INTERSECTION DETAIL SCALE: 1 "=20' SCALE: 1 "=20' SCALE: 1 "=20' Lu 0 cV O N CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 O C4m4 m � NOTES KEYNOTES 0 20 40 80 120 Q� 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_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1" = 40' 1-4-21 _ O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: 1" = 5' v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER �TFOF��P .ZP ISPWC SD-51 1 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O3 POTABLE/NON-POTABLE SERVICE CROSSING. INSTALL C900 PVC SEWER SERVICE /VE M.GAP cn 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD OVER WATER MAIN. SEE WATER NOTE #3 SHEET C0.1. DRAWING SW3. U J U J � � � FnI,I � �W o V) N �� o SITE KEY N o M 1"=250' X Q °' zo 0 - 3 m Co L 00 ccn O - (' o Cl m s= w w ru L. z 0, W u 1— co cn z W W' X N w O w I ° w z I — Id BLOCK 3 8 7 6 0 5 4 3 2 = cn 1 00 z I I I I + W = N W�0 - w_" ww�0°O" ww�co-0 _ = v�o_II ^o=�SSMH A-1 (EX) oo � o ( orn 27oc co N c O > o > woWj- n — — " — DV) — ar) — of(Dr) — r) — PI P PI PI PI o o Il co + i T — V)Lo (n vwW N � 0 c�q- = N N N `` > W � > Li > > > I oza oBLOCK4 II zZ ¢ z z ¢ � 0wcn0 3. R/ n co NV W N� � N� NNE N 010 11 12 13 14 30.00' SEWE � WATER EASEMENT 1 .. z w w w w w w w w I I w (n _ U U U U U U U U z a �o � >oih �o� �r�m �ao� �ao;� ��in wain I n I 3 3 3 3 3 3 3 I z wco _ w� ,,�^ wco o" w� O-_ w,� o" wry o" woo o^ wco O" I oo aol SSMH A-4 N (n O (n N (n (n (n_ r N O N V) O N L6 (6 c0 c6 O Lo co co 00 't (fl (O CO M I (n �I O �� of'0- co cp wM n �j 0'c0 M L �n L6 �00 r7 � Ito r) � �I� r� � vI � w + „ w + II w + II w + II w + II w + II w + II w + II 82• z 3� = cD 3"- = cD 3� = cD �'`� = co _ 3to (o 3N = co 3N = co 3— = co I I B,.W 8"W O W� HN W— HN W— HN W� HN W� HN I W� HN W� HN w� F- N cn „ O II cn II c� p (n II (� II cn II c� „ � N II ca „ N II c� II N II c� II � II CD II s� 15+00— — — 16+00 — N. AMBERWOOD AVE 17+00 — -18+00 — r Q I - � w > - � w > - �<- " � w > " � w > I " � w > ^ � w > - 9w > I I <8"SS <8"SS o O I �(n -j �(n -i �(n -j �NJZ �(nJZ �(nJZ �U) -i �(n -1 1 I I . ° ° • ` . � SSMH A-5 ISSMH A-6Lu °a 0 1 3 I I I SSMH E-2 0 3 3 3 oc� — 3— — + ® 2 24 2 2a ° y d m 4 p °. DESIGNED: JKS 0 9 8"W �� g�, w w c Ld c wN w w w � — DRAWN: JKS W. EAGLE VIEW STREET—SSMH A-3 c c SSMH > >> > > > > T 8SS> <F 0OOp 0O)p WO0 O a,- o'rno C) CHECKED: C. GRAHAM SSMH A-2 L w w0p-p ( O�14+00 13+00 , IN 0) °' MN N� N � � `o rn °' �00 C144L6 0� APPROVED: C. GRAHAM LLJ oo 3� 2co 3:Lo 3Lo = co 3CD = co 3co = co 3� = c0 Soo = co O 1 W� HN W— HN W� HN W� HN W— HN W— HCV W— HN U SSMH A-5 ^l 9 I / �� w > < w > nFw > �� w > N�- w > N� w > F- wz 3 / ¢ z ¢ z ¢ z ¢ z ¢ z ¢ z ¢ Z o 8 t(- -i �(nw ? �(nw ? �(n -j �(n -i ? �(n -i ? 'tcnJZ o PREPARED FOR: 00 CONGER GROUP 0 O 7 2 O a_ + 8 7 6 5 4 3 4824 W FAIRVI W AVE W I Ln / N g 10 /' BLOCK 4 v BOISE, ID 83706 Z ao 00 ¢ I BLOCK 2 ' c(A I /' ' ' — — — Id _ Id Id U BLOCK 3 '/ � / / — — — —I — — Id — — — Id 7 co c / cn v W W r� z • J O Q LL 2630 .zl, 2630 2630 .. 2630 U O j O ow ---- ------- --------------------- ------------ -------------------- ---- ----- --------------- ------- ---------------------------- -------------------- ------------------- ------------------------------------------- w .._ . W _ co z ------------------- --------------- -------------------- N _Wc D ------------------------------------------ � `�n3 3 w co I� s O N Z � � O n 0 LLI " c p Q W�-a0N cnLL � xOON L ---------------------------------------- ------------------- QZ� - 03 n � ---------- w N r 11L 2625wzII 00 =cD : O N r� N 0 -00 04 2625 — o co II 2625 2625o —IO °' ? � N II ¢ 0 W W NN z NN co II >0000 N 00� 7 in II II _ ¢ co Z � Lo r = Z + aoo , � ao ZzO O II--------- -------------------------- Q ob ¢ N -------- _ =V)IZ x + O 00 ¢ N � ¢ — N O N FINISHED ¢ FINISHED GRADE NrZ Z ON > > ------ + GRADE cn N N -----------+ --- ---------------- --- ------------ -------------------- ----------------------------------------------IA NN wa0 w = II II zz EXISTING GROUND a 0N > —NH — a w cn cn ro ao n n n N w ro oao ao II a z z z C J G 2620 cn�-- �- -- : (n -- 2620 2620 2620 — cncn w 00 00 z �- - --- _--- - - - - - - -- - - ao NWo ao - - - �-------------------------- ------ ------------------------- ----- -------------- -------- -------------------------- ------ ------------------ --------------------------- ---------------- -- - { l------ --- ------------ - - - � Q � Qz - - ---------- -- - - - - Qo - --------- -- -- --------- --- _ _ _ W - Z ---------- --------------------------- ------- - --------------------------------------------- ------------ ----------------- D=8"_CLASS_200 SDR 21 --- — 2615 D=8" PVC SDR 35 S=0.40% L=213' 1 I --------- - --------------------------- L=334' S=0.40% -- - > 2615 2615 2615 0 --------- - --- J J ------- - ------------------- -------- ------------- -------------------- D-8 PVC SDR 35 S=0.40% L=118' � I m W ------------ ----- ---- ------- W Q p� EXISTING GROUND J Y 8 WATER w" MAIN CROSSING. -------- 8" WATER MAIN CROSSING. ----- ------------- V) ---------------------------------- ACHIEVE w 2610 (LOWVERTICALDTO CLEARANCE (LOWERED TO ACHIEVE L=100' 12" STORM ) 18" VERTICAL CLEARANCE) S=0.40% DRAIN CROSSING 2610 2610 2610 C ------- ----- L=30' -----D=8" PVC SDR 35 ------------- --I----- --------------------------------------------------------- G------ -------------------- ---- S-0.40% D=8" CLASS 200 SDR 21------------------------------------ -------------------- ------- ---------------------------------- CONNECT TO EX. SEWER MANHOLE. > — W c� EX. 8" INV OUT=2612.10' (FIELD 0 ------------------------ --------------------------------------------------------- - VERIFY PRIOR TO CONSTRUCTION N ---------------------------------------------------------------------------------- - O (V CSW PROJECT NO. 18010 2605 2605 2605 2605 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 15+00 15+50 16+00 16+50 17+00 17+50 18+00 DRAWING DATE 01/04/2021 SEWER LINE 'A' PLAN AND PROFILE SEWER LINE 'A' PLAN AND PROFILE (CONT.) o STA. 10+00 TO 1 5+00 STA. 14+50 TO 1 8+50 C5mO m I 0 20 40 80 120 0<�� \G\, E SFQ NOTES KEYNOTES Qom Q� 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 a_ ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. HORIZONTAL SCALE: 1" = 40' 1-4-21 O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: 1" = 5' XA0 `S 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER In OF P�Q ISPWC SD-51 1 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O3 POTABLE/NON-POTABLE SERVICE CROSSING. INSTALL C900 PVC SEWER SERVICE NNE M.G� cn 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD OVER WATER MAIN. SEE WATER NOTE #3 SHEET C0.1. DRAWING SW3. U J J 'n (n u Y V) �w � o p1 N �� o SITE KEY N o M � 00 T 0 1"=250' X °'kD zo 0 m L c n -c m " o m w w ru L. z 0, w U I- Z cn 1' a_ X w � PI O pl PI PI PI Lu BLOCK 1 0 4" SEWER SERVICE 8 7 6 S 4 3 2 w STA=1 1+26.71 \ ` c� z LENGTH=133.07' ` I O INV=2616.20' w co- 0 0 O� o iv o io o iv o io wrn\ I " wrn" w00" wrn" wrn" wrn" U U� O � L)ro UM0o U� or) UMoLo 2Mo00 UMO � � L J� >w) 0_ >00 >I- >0.) >� ` >04 0_00 � 0 �n00 0 000 0 �ncOtD 0_000 0_(flcDtfl W� � � W + � CD W + � CD W + M � W + � co W + � co W + �+ = N N = N NN = N �r7 = N NM = N N = N = N 0_ W� � II W II > w II � > w 1I � > W II (D > W II 0 > LLJ 0 > ` w O �< Zz �� zz �9zz 3-� zz �� zz 3rgzz �� zz z (wn bi W~ W w J w J w J w N J w N J w N J \ - - - Z (n V) J N N V) N N N I Id Id I I O I U� " . . . . . . o ap a 0-1 O - 4" SEWER SERVICE q 3 q 3 3 3 ° ®� O BLOCK 2 1 uvi 00 cn STA=11+21.71 3 11+00 + Lu SSMH A-2 7 6 S 4 3 2 z LENGTH=68.85' o INV=2615.38' IN i I •O BLOCK 2 < •Os • 8„W a B..W 6' w�" w�" w't" w�" w�" z SSMH B-2 — 12+00 Fi —13+00 N. CHELMSFORD AVE 14+00 — U o o � U cD oo N V o o ,Lo V O o 00 V o o 00 <8"S$ <8"SS a cD Sri N co cri co cD >� uj co co cD co O 3 / -SSMH B-3 I ` ` w`nn � w� po - wM "� � w� 'h � Ld ,,; Z 4" SEWER SERVICE �5 . I O I \ \ ± = N N = N N N = N r i = N N = N of E-1" O STA=11+03.81 \ ` ` ` II I- II II II II ao wazz wazz_ wazz_ Wazz ``IQzz I o LENGTH=38.20 P 3 3 �F- L Ld v INV=2615.28' 2 2 2 N � LLI - �cn �cn N cn N cn SSMH B-1 cn o ' oo _ �, O + 0 0 a 0 0 00 of m o a0 0 co o OO o m o I o 3 3 3 3 3 a DESIGNED: JKS WHO WHO" W� Oi� W, OO W� O� O U I NNa) N NW 0) Lo �001' N'woj NUia) OD s• w004 i 0''tNcO O'0' Nc0 O''� Ncri 0'NN � 0 N t a DRAWN: JKS Iii 4" SEWER SERVICE " w + II w + II I,_I + II w + II w + II 1 I I I cn a a 8"W CHECKED: C. GRAHAM STA=10+68.67 UJ 04 W� H N W� H N w� F- N uj 04 'O \ 8"W / w LENGTH=36.03' to II U II N II c� II (n II U II (n II U II N II c� II I 6' — — — — N " w > " w > w > - w > " w > 10+00 11+00- — N. DASHWOOD AVE 12+00- 13+00 — INV=2615.09' 3 I 1 � J z It N J z �N J z I N J z J ? SSMH A-3 I <8"SS <8"SS SSMH C-1 I APPROVED: C. GRAHAM o v 0 8 9 10 1 1 1 2 �� / a o ` 0 3 I 2 2 2 2 w PREPARED FOR: t a CONGER GROUP w W- - - - - 8.�W - - - - Id Id I I I I C) w 4824 W. FAIRVIEW AVE w ��o ��o �'to �'to �'to of�o Woo z BLOCK2 1 I � vwio0� vwioo" vwioo� uwiooa, uwioo� �ooa, N000 BOISE, ID 83706 06a; 0 c6a; v) � 0) r 0� 0) O ui0i 't 0� a) r- � 0i0 N z SSMH A-1 (EX) 11+00 0 7 m N ,ri o'o N ,ri �'n N ,ri 0 0 N c0 Ln N cp af 0 N C6 �'n N � < < 10+I O SSMH A-2 I <8"SS + 6 5 4 3 2 V) w + II w + II w + II w + II w + II w + II w + II _ _ _ o 3o_ 2co 3�_ 2co 3�_ 2co 3N_ 2c� 3N bi_ 2co 3'`� 2co �') = co w — — — — — — — U ~ •o BLOCK 2 w o (n 1 1 c9 c1 (n 1 1 c� c1 (n l l 0 c1 (n l l 0 c l (n l l U c j (n l l U c j (n I I U N J \Z 6' + . � ,Z > . Fa- W > • Fa- W > • H W > H W > H W > H W > A W � JNIh �InJZ It(NJZ �NJZ �NJZ ItNJZ �(nJZ �(nJZ (n �i W V Cn N Y W N O \ \ \ \ <00 0 a O o- I p I o of E-1' w 10 1 1 1 2 1 3 14 BLOCK 3 1 5 16 00 o w IT.A ao Lu w » m V) 0 z 0 U p Q oc w 2630 2630 2630 2630 -j CL ^ ce z- Z _ ------------------------------------------------- -------------------- ------------------- ---------------------------------------------- 10� w ----.---- ------------------------------ ^^ 3 ^^v v z .. WW ... Nw - cD � LL Z Z ------------------------------ - -- ----------- ` ' N N co M cA 00 M 00 N _ 9 i� gym" II ao co 2625 Lu LIJ z � 2625 � r c° =� ri r�i co " � � C° 00 ao N 625 262 r r a0 ~ _ -S NN <p �00^ NN N ItN� NN 00 (1 ��0 � 2 5 & � M to I mOO V -------------------- -" ---- --------------------------------------------- + FINISHED GRADE O 0 ----------------------------------------------- ~ �O00NN N �O � ZZ D N� 06ZZ O M+ 00O �Oj, NN N "") N > (n o r) II II I 0o O I + — — m co O It II II = II II Z N O m± - - m co EXISTING GROUND FINISHED GRADE N > M o Z Z o EXISTING GROUND a pC + � Zzr 0 7 N > > > ----- ------ ------------ 2 z I r O --- ---- N~ —a 7N > > > = II ZZ Z II II _ + � - - (n(n0: a0 Z QoLd 1O > > > - � IQI II zz z V)Q � - - — V) — Qo04 > ------ /\ - - M. (n(n a0 = II Z Z Z a a 00 °° 2620 2620 N� �: : : \ / — — — — _ _ 2620 Q m I II zz z (nV) —. = : (n(n � ao � ao II - - � 2620 (n� -: : : � (n(n D: 00 00 00 _ _ — — — — — — — — — — (n N 00 00 00 _ — — — — co ---------P -_-_-_-_---_-_-----_-_--- __-_-- — — — — — —-_-_-- -- -- ——_ _— — — ——- - ----------------------------------------------------- --- ---------------------- --------- ----------�-----------V---------------------------- -- —- - - - ---------- -----------------------------------------� - -------- W Z - -/ - --- --------------- 1--------- Ln 0 - (n Lu ----- z ----------------- ---------------------- - ------------------- - U 2615 L=331' S=0.40% D=8" PVC SDR 35 J 2615 2615 =365' J S=0.40% D=8" PVC SDR 2615 � z J -------- --------------- - w Q m oc V) J::— ---- ---- - J ZD LU O -------- - - w w -L=42' ----------------------------------------------------- ----------------------------- � 12" STORM L-100' S=0.40% C 2610 " 2610 2610 2610 G DRAIN CROSSING S=0.40% D=8 PVC SDR 35 J -- -------------------- -------------------- -------------------- ------------------------------------------------------------- ------------------------------ --------- D=8" PVC SDR 35 ------------------------------------------------------------- -------------------- -------------------- -------------------------------------------------------- ------------------------------ --------- ------------------------------------------------------------- -------------------- -------------------- -------------------------------------------- 0 ------------------------------------------------------- ------------------------------ --------- ----- ------------------ N O ------ ---- --------------------- ---------------------------- -------------------- -------------------- --------------------- ------------------------------------------------------ ----------------------------- ------------ - ---- N CSW PROJECT NO. 18010 2605 2605 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 DRAWING DATE 01/04/2021 U SEWER LI N E W PLAN AND PROFILE SEWER LINE 'C' PLAN AND PROFILE STA. 10+00 TO 1 5+00 STA. 10+00 TO 14+00 5 . 1 m o \,�GE S�c� NOTES KEYNOTES Q� V. 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. 1-4-21 O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. C)��/'q�FOF`9P�PP� v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER �. ISPWC SD-51 1 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O3 POTABLE/NON-POTABLE SERVICE CROSSING. INSTALL C900 PVC SEWER SERVICE OVER WATER MAIN. SEE WATER NOTE #3 SHEET C0.1. cn 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 0 20 40 80 120 DRAWING SW3. U J 'n cn HORIZONTAL SCALE: 1" = 40' u# Y 2 VERTICAL SCALE: 1" = 5' J w �W LL o V) J N 1L_ 00 SITE KEY — N o � °' M O 1"=250' X °'� zo p m L ccn O - " 00 o d m w w r0 L. z 0, W U cn (L' W X W O w p Z p W p Z O U 3 w O z I w cn w7`11 BLOCK 5 � a of \` cn 0 �? 3 4 5 0 °° cn ci 2co 2 �� BLOCK 1 z Id Id w Id — — — Oz I K ASS\ \ I \o O \SSMH D-1 (EX) 0 v 10+00 170' 9O oz w � o • ccn n <8"SS_ o, w o — 11+00 12+00 13+00 SSMH D-4 <8 S I I <8"SS — TI SSMH D-3 g N+ DESIGNED: JKS o SSMH D-2 N. CENTREPOINT WAY 8"W 8•,W O• DRAWN: JKS m cwn CHECKED: C. GRAHAM W cn e Q e e IY APPROVED: C. GRAHAM ocn cn o PREPARED FOR: o STUB 8" SEWER MAIN � 1 BLOCK 6 FOR FUTURE TIE-IN CONGER GROUP 0 I 4824 W. FAIRVIEW AVE al� z BOISE, ID 83706 < II I O U J UJ Y j ZD 2630 `i 3 2630 w 0) ---------- ----- --- ^-------- 00 00 z 3� w L W J O . . Lo N~ O■ /�� ^ • ------------------------------ ---- 00 O? -------- -------------------- ---- r z z: o � p NZ6 -------- ------------------- J n N F h7 cp o <Z p LL cflI Lo II in Q----------------- 0N � � �U 'tL0 ---- 0 IIX0 N0) 07 II F� Cv)D J Zw 2625 wopN0 NZ + �0 ) + 04 ++ 0 2625 7 O II j + N z C zz---------------- ---- G--- ------------------------------- =P7 CO II ?T + EXISTING GROUND < OOj _ ---------------- -- = ------------------------ ---- ---------------- < LL 1H ZLd N0 nH —: : V)H __ - HN5' 00 11 z 0 n n -00 00 12' IRRIGATION n� V)V) 0 00 00Q nn o a ao ao W o n - �: X CROSSING 0c 00 w IV) Q w 2620 - - - — - - - - - - - - - - - --- - - - - - - - - - - _ 2620 Lu W Q - - - - - — O Z --------------------------- ------ ----------- -- EX. 8" WATER 12" STORM O \\ - --------- C MAIN CROSSING ------------------- - -- --------------- --- DRAIN CROSSING - --------------------------------------------------------------------------" ------ � / � Q z 1 r 8" WATER MAIN 8 WATER MAIN J ----- - ---------------------- --- ---------------------------------- - CROSSING FINISHED- INISHED GRADE CROSSING C w L=95' G 2615 S=0.40% 615 — � D=8" PVC SDR 35 � ■ 2 Q m Q z 1r zLu ---------------------- - ------------------- --- L=165 S=0.40%___D=8 _ PVC_ SDR_3______ — i f- ---------------------- - ------ O Ln O z -------------------- ---- ---- -------- ------ ---- ------------------------------- ----- -------- z O L=39' J 2610 L=118' 2610 Z C) W S=0.40% S=0.40% m -------------------------------D=8" PVC SDR 35 D=8" C900 PVC W Y CORE DRILL AND CONNECT TO - � --------- -------- ------- -------------------- -------------------- ---- -------------------- o EX. SEWER MANHOLE. � W EX. 8" INV OUT=2611.49' (FIELD LIJ w ---- VERIFY PRIOR TO CONSTRUCTION) --------- ----- -------------------- --------------- ------------------------- ------------ --------------------- C- 1 0 2605 2605 C J 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 o W SEWER LI N E V PLAN AND PROFILE 0 N CSW PROJECT NO. 18010 STA. 1 0+0 0 TO 1 4+5 0 DRAWING DATE 01/04/2021 0 C5m2 N E SFo NOTES KEYNOTES ok�� Q� 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. 1-4-21 O2 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. C))� 'x v 2. SANITARY SEWER SERVICES SHALL BE TYPE 'I SERVICE CONNECTIONS PER FOF` �. ISPWC SD-51 1 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. O3 POTABLE/NON—POTABLE SERVICE CROSSING. INSTALL C900 PVC SEWER SERVICE NNE OVER WATER MAIN. SEE WATER NOTE #3 SHEET C0.1. cn 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD 0 20 40 80 120 DRAWING SW3. U J — Y HORIZONTAL SCALE: 1" = 40' u# 2 O VERTICAL SCALE: 1" = 5' J w W LL o � J >� D N �� o SITE KEY Lj N o M 00 O 1»=250' X z O o m L 00 can O — " o d m w w fu L. z 0, W U (n W (L' W X W O w p Z U w p Z O U 0_ U 1 w o BLOCK 4 — o0 I BLOCK 2 2 0 w I 2 00 2 \ o 16 m / \ \ v o — 2 1 2 / \ BLOCK 1 1 0 °° o_ z SSMH A-6— SSMH C— \ SSMH B-3' o M , 0- 0 O 1 / \ a <12"GIRR l \ 1 ' �,/ ,/ fit bi ~ \ 1 I 1 I 1 1 a l o B.O. a a 1 �O Qso g..W 8»W — 8"W — 8»W — O _ SSMH E-2 — —16+00— — �� 15+00 E.JASMINE STREET 14+00 — SSMH E-1— .13+00 — .12+00 —11+00— — 10 00 oz 8"SS> N,1 � 8"SS> SSMH D-3 w 0 _ a m 180' a •06, Z�io o 2 2 2 2 2 2 2 2 DESIGNED: JKS O 'Q ' 1 _ 00 � DRAWN: JKS V) 18 wf� 0 ^ wf) O1, WMO� wf) Wf70� La V) wfM0r, w,.70� uiV�pj� wf�0� WP)pir� wMO1� W�O� WMO� WP70jr) WMO0 � mi U O U O U O U O U O U O U O U O U O U O U O U_O U_O U_O U_O U_O Q orn oN o � orn or oc0 0 � off o � orn oao ocD ou) oP7 ou) oo CHECKED: C. GRAHAM w \ >co of to >co Oi r >co of ri >(o 6 co 0_ >co 0i co >co 6 to >�° 6 co >co of to >N 6 co >co of 6 >co 6 ui >co 6 ui >cD 0; ui >cD Oi u; >c0 0; ui >co 0; Ld 0_cDN � Of Of 00 �� N � 0=0N — 0_cDN — fYNN — O'00N — o''tN — 0=0N — O'cDN � O=NN � of0004 'tN � Of0N � 0_cDN — Ian p UWj + II co cwn + II L, + II co vwj + II cD L, + II co vw) + II cD vWj + II UWj + II co u)) + II cD VWj + II co u)) + II cD vWj + II o vwj+ II cD vwj+ II vwj± II co cwn + II 40, N Z APPROVED: C. GRAHAM z /� O = N O = N = N = N fn = N = N = N � = N fh = N fh = N N = N N = N = N 2 N = N 0 2 N 1cn �� H- II �� II �� II �� II �� II �� II �— H II �� H- II �� II �� II �� II �� II �� II �� II �� F- II �� II O �\ w 11 c� > w 11 c9 > w 11 c� > w 11 c9 > w 11 c� > w 11 c9 > w 11 0 > w 11 c� > w 11 c9 > w 11 c9 > w 11 0 > w 11 c9 > w 11 c9 > w 11 c� > w 11 0 > W 11 c� > 00 � W Z W Z w W Z w W Z w W Z W Fa- W Z W~ W Z W~ W Z W~ W Z W(� W Z W j W Z W U) W Z W N w Z W N J Z W il V) J Z W f j w Z v CLu � j ` \ N(n J Ld N J (n(n J N N J (n J (n N J N J N J N N J N J N J U) J U) U) N V) z PREPARED FOR: O Lu CONGER GROUP u �'� o_ 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 z 4824 W. FAIRVIEW AVE z BLOCK 5 BLOCK 5 TJBm BOISE, ID 83706 Q Id I Id Id Id Id Itl Id z <12"GIRR <12_GIRR <12 GIRR _ o _ _ IRR— — O SSMH I U II „� ZD O Ld Vn 2630 2630 z J O LL J ---- ^ ---------------------------------------- ------------------- ------------------- ------------------- ------------------------------------------------------------ ------------------- ------------------- ---------------------------------------------- Z ■ Ld 0 - ---------------------------------------- ------------------- ------------------- ------------------- --------------------------- ------------------------ ------------------- ------------------- ---------------------------------------------- fn --- U O J O00 N --------------------------------------- ------------------- ------------------- ------------------- ----- 9 ----------------------- ------------------- ------------------- --------------------------------------------- 00 o cp cp N ---- 00 N -04 04 2625 N c`nD ~ N p M oo n a IZI 2625 O z Z rn0 06O II I 0 W I + � + � - - Q O W Z Z p 0 W CO `° ! + °' — 0 EXISTING GROUND � N > > > ____ - = II N z ---------------------------------------- -------------------- -------------------- -------------------- ---- w f2 cD m II II z z z ------------------- ------------------- -------------------- ----------------------------------------------------- � _ FINISHED GRADE =it p z z N W W - - ----------------------------------------- ------- -------------------- ------------------------ -------------------- ----------------------------------------------------- = fn V) 0_ o0 �H — — (N(N 00 00 00 - ---------------------------------------- ------- ---- -------- ----------- -------------------- . fn fn 0_00 00 -------- ------------------------------------ --------- 2620 — ^ " - - — - - - - - — �\-- - - - 2620 Q w --------- ---- ------------ — — __ --_-_-____ --_ —--- — ——— — — — — - -------- -------- ------------------- ------------------- ---------- -------------- ---------- ----- Q --------------------- --- ----- -------------------- -------------------- -------------------- --------------------------- -------------------- -------------------- -------------- --------- ----------- --------------------- - - - - - - - 12" STORM — Lu DRAIN CROSSING ---------------- _ ----- ZD z W Ln O --------------------------- =8 CLASS 200 SDR 21 ---5=0.40%---L=321.- ------------------ - --------------------------------------- - O ------------------ - z 2615 2615 D=8" PVC SDR 35 S=0.40% L=344' z O � ----- -------------------- -------------------- ------------------- - --------------------------------- -------------------- --- ------------ _ — ----------------------------------------------- --- ---- ------------------- ------------------- - ---------------------------------------------------- ------------------- ------------- ---- ------- --------------- z Z W J W Q m al�Y ZD 2610 2610 LLI Lu `� v) W Q J >_ ---------- W 2605 2605 0 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 N O N CSW PROJECT NO. 18010 SEWER LINE 'E' PLAN AND PROFILE DRAWING DATE 01/04/2021 0 STA. 10+00 TO 1 7+00 5C3 0 ai �S\OI\IAL F mENS F4 :I-- Nnn�`YY1 16970 1-4-21 � cl) c� OF 0 �P c~n NNE M.GAP L 0 20 40 80 120 U) — — — — — — — — — — 1�/ 0 PI P PI PI PI PI ®® I PI PI SCALE: 1" = 40' i � III IIII J BLOCK4 1 SE IIII 10 IIII 1 —W � o E pHA IIII IIII 0 >_ I FO�U IIII � IIII 10 11 12 13 14 I ' IIQW) 0 0_ IIII II II PHPSE NOTES C�N 0 � s M z IIII n J IIII FUTORE 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND X 0cf) I IIII N cD IIII THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. m w _ c 1 3 I 3 3 IIII 00 :I IIII 3 0 - " 0 w I 8 10 IIII IIII 9 6 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a 0 N � 6 1 p I I 1 p 1 1 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER MERIDIAN 11 11 11 11 g g 11 10 ® ® SD-W6. L_ z — a, WNo U 9 F 4. COVER OVER WATER MAIN SHALL BE 4 FEET. � 3 _ \\ ±201LF 8" PVC _ f114F 8" PVC — t88LF 8" PVC T , W EAGLE VIEW STREET 5. PIPE DEFLECTION SHALL NOT EXCEED 1/2 THE PIPE MANUFACTURER'S ALLOWABLE w T s 8"SS> s 8"SS> s <8"SS s ��ss`� 3— — — — DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY THE DEFLECTION ANGLE. %11 — _ — w 1 6 a a . o o. 8 0 0 'o� 6 8 t4LF 8" PVC - -10 - - - - - - - - - - - - - - - - - - I / 10 - - - - - - - - - - - - - - - - - - - - U 8 1 0 s w 5 f56LF 8" PVC t44LF 8" PVC \ 00 11 I o 2 16LF 6" PVC / 5 ; ;, ; � KEYNOTES 8 1 , 13LF 6" PVC CD z 1 1 1 13LF 6" PVC ' I O REMOVE EXISTING BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. o 11 ,' , BLOW—OFF ASSEMBLY MAY BE RELOCATED. 0 a I 2 BLOCK 3 2 I , I 5 o_ INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 z 7 ] , AND SD—W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. g ~ n _ n , 11 1 0 � 3 N 11 can ' " 3 O3 INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 z w 1 7 1 1 00 '� BLOCK 2 AND SD—W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD—W6. o Z 11 a � ,' o0I ® INSTALL 8" GATE VALVE AND 2" BLOW—OFF ASSEMBLY WITH CONCRETE COLLAR FOR (Di 3 FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD—W13. w 0 Lu 11 0 0 z 6 ; Q / Q 6 I O 8x6 TEE (MJxFLG) z U) Q 11 0 1 6" GATE VALVE (FLGxMJ) 10 BLOCK 1 6" WATER MAIN (LENGTH PER PLAN) Q 0 O FIRE HYDRANT PER MERIDIAN SD—W8 AND SD—W9. z 1 6 1 2 PI � PI O 0 z p w 6 45' ELBOW (MJxMJ) Q z 11 U O7 22.5' ELBOW (MJxMJ) o 0 g z 11 1 z b s sLu z 6 1 4 g 8x8 TEE (FLGxFLG) 0 I 2 2 0 � � 3 0 8" GATE VALVE FLGxMJ 3 I C) s 13 a t26LF 8" PVC B.O. g (FLGxMJ) DESIGNED: JKS 0 C I0_ t29LF 8" PVC - 0 10 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. IF VERTICAL CLEARANCE IS LESS THAN DRAWN: JKS - 11 3 00 11 11 C �s — — 0 18", LOWER WATER MAIN AT CROSSING TO ACHIEVE 18" VERTICAL CLEARANCE OR CHECKED: C. GRAHAM 3 � 5 9 - g UPGRADE NON—POTABLE MAIN TO WATER CLASS PIPE FOR 10 FEET EITHER SIDE OF w� 11 ao 3 ao 11 4 i B.O. CROSSING. SEE WATER NOTE #2 SHEET C0.1. APPROVED: C. GRAHAM +I to 3 0 4 0_ 11 Lo I I I 4 11 POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET SHEET C0.1. 4 14 I i s I c.o. 12 „ „ „ PREPARED FOR: I BLOCK 4 CONNECT TO EXISTING 10 WATER MAIN AT EXISTING 10 ELBOW. INSTALL 10"x8 TEE 00 11 11 CL 11 I 0 (FLGxFLG), 10"x8" REDUCER (FLGxFLG), AND 8" GATE VALVE (FLGxMJ). CONGER GROUP � n 4 10 11 I I 10 4824 W. FAIRVIEW AVE Ld < I z BOISE, ID 83706 z g °° n 3 I o I O a � 3 1 5 1 1 00 3 I Lu co J Y 1 3 1 1 BLOCK 3 3 3 1 1 i w Lo i BLOCK 6 00 3 3 BLOCK 2 3 I Z N +I a I z N I I 11 I 11 I 2 I . � I � � 11 \ I I z J 1 2 16 z 2 2 12 \ I 110 Q Q 0 1 _ t39LF 8" PVC s 11 t41LF 8" PVC / \ I I U O J t26LF 8" PVC t41LF 8" PVC s s 0 7 10 9 8 5 1p 5 8 a / 9 10 5 8 �/ \ � ,, , , Io OI 5 ce Z 9 o , / \ I O \ 1_ — d — I _9LF 6" PVC- - - — - - - .9LF 6" PVC — I - - - - - - - - - - - - — - -9LF 6" PVC - - -/ - - - - - - - — I 9 I z � �F — a . I 9LF 6" PVC L.L Z W B.O. ° Z i F I t27LF 8" PVC W — W _ �� 4 so t113LF 8" PVC t174LF 8" PVC _ t200LF 8" PVC E.JASMINE STREET — — f173LF 8" PVC — I > > J L 10 — — — — — — s 8"SS> s O O �, 8"ss> 10 z oo LA W c —co > I z z \ M 3 3 a 3 3 3 3 3 3 I I O O 1 .RR p IW °° I Z O c/� J \ 17 16 is 14 13 12 11 10 9 8 7 6 5 4 3 2 — \ +I ; I z C) � ` Ia I W Qco o ��, BLOCK 5 110 " I 6 J � '� BLOCK 5 I � 1_I..1 w \ TJB� I OHP- — Q � • — J Idl Id Id Id Id I Id — — — s W C) f3LF 8" PVC cV v f23LF 8" PVC— V� — — _ CSW PROJECT NO. 18010 IDRAWING DATE 01/04/2021 0 � � 10 c6mO s NAL F ENS m a ' 16970 i � 1-4-21 OF\OP�P,ZQ� N^/E � I J 6 6 7 0 20 40 80 120 oPI P PI PI PI PI = — I PI PI U 0 SCALE: 1" = 40' i i K TO w I _W � E F 1 1 9 1 g 9 � 1 1 1 1 1 1 1 1 1 1 1 f220LF 4" PVC > t221LF 4" PVC t50LF 4" PVC SLEEVED t226LF 4" PVC a rr11'n w 10 1 1 1 2 1 3 14 NPSE � 3 E �3 N L coo THROUGH C900 PVC o FUT�REP N FOTUREPNAS IRRIGATION NOTES o _il w � I BLOCK 4 a 900 1. IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE a � @j o � 3 1 WITH THE ISPWC SECTION 900. m E `. w I t50LF 4 PVC SLEEVED ro THROUGH C900 PVC ® ® 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER rro w - - - - - - - - LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST All " 4 O L BLOCKING IN ACCORDANCE WITH ISPWC REQUIREMENTS. 9 s w 8„w I' N T - W. EAGLE VIEW STREET s s «8"SS s - - -r a s 8"SS> w o_ 1 — — — - w 1 ° o o- - - - - - - - - o -- - - - - - - - KEYNOTES $ 5 - - - - - - -�- - - 9 - - - - - - - - I — - - 8 1 KEYNOTES w s 0 3 \ , t279LF 4" PVC 1 O INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. o INSTALL 2" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. � I 8 10 �� BLOCK 3 1 0 11.25' ELBOW (MJxMJ) _ a_ o a I I Z 1 0 1 , 7 1 ® 22.5' ELBOW (MJxMJ) g 7 7 — a_ 0 45' ELBOW (MJxMJ) z o a �' M 00 00 1 1 00 3 ' BLOCK 2 © 90' ELBOW (MJxMJ) o 9 � 7 11 Z � ' a Of uj 4"x4" TEE f492LF 4" PVC I 1 I ', N a c) xn M t41 LF 4" PVC SLEEVED ao 1 ® 4"x6" TEE o 0 c~n 00 THROUGH C900 PVC 6 1 0 z 6 N 2 f95LF 4" PVC 7 9 4" GATE VALVE (FLGxMJ) a BLOCK 4 1 w ( t100LF 4" PVC 10 6" GATE VALVE (FLGxMJ) z wo I I 6 12 Q PI ri w p 11 SLEEVE PRESSURE IRRIGATION MAIN FOR 5 FEET EITHER SIDE of SEEPAGE BED. �_ 0 I a 1 O I o oQ � 1 9 9 1 z > > N 6 8 > 5 0 5 o t365LF 4" PVC o a 0 1 w 0 ch I � 5 1 1 3 I LL B.C. DESIGNED: JKS - m 1 2 DRAWN: JKS Lu jQ 5 1 9 V 1 T __ CHECKED: C. GRAHAM B.O. w z 1 Z 4 � I a l APPROVED: C. GRAHAM z 1 0 4 a I I I C) 1 I 4 14 1 3 BLOCK 1 i 5 I C.O. PREPARED FOR: o I a CONGER GROUP 4 10 I I 4824 W. FAIRVIEW AVE A f244LF 4 PVC I I LOf d n A I ° I z BOISE, ID 83706 a a 1 g 00 BLOCK 3 0D I I 0 3 I I A I z3 I — 1 1 ±231 LF 4" PVC N 1 I O J 3 15 00 I W J 11 N� U 1 Y I a 3 I co vz o y BLOCK 2 1 I u ° _ I Z EX GIRR MH ±91 LF 4" PVC I I \ I I z z 2 w CONNECT TO EXISTING I GIRR MH #1-7 2 16 / \ 2 12 \ 1 I . ' I Q IRRIGATION MANHOLE /s \ 11 I I U O J U l a 6 s 0 6 g - f49LF 4" PVC SLEEVED s \ 1 / M , , t o O I 1 Z 1 9 THROUGH C900 PVC / g / \ o o �0+00\ \ `12.G�RR 1- - — I - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a I — I U)i I LL z F z — M ° ° — — ° ° - - - - - - - ° 9 I Lu Q o � B.C. O' v I Q O J o_ \GQ o — — — 8"W — — — 8"W I w L u w k 8„W—o 8 W _ _ I / � > z SD E.JASMINE STREET - - - - - „ s O O O cn 9 1 s 8"SS> 8"SS> s 8 SS> w o o a a ce — — BLOCK 6 CC f49LF 4" PVC SLEEVED G Q GIRR MH #1-6 f53LF 4 PVC SLEEVED THROUGH C900 PVC THROUGH C900 PVC I ZD z V 1 I 9 t36LF 4" PVC SLEEVED o0 z � � M f23LF 4" PVC I � O t� a BLOCK 5 THROUGH C900 PVC 9 „ t92LF 4" PVC > I - I � PRESSURE IRRIGATION PUMP \ 9 t92LF 4 PVC a l rn I z O STATION. SEE SHEET C7.2. GQ� g , J �\ 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 � 1 ' v I INTAKE/SCREEN BOX 10 t145LF 4" PVC t245LF 4" PVC t241LF 4" PVC N cf) SEE DETAIL 1 SHEET C7.1 t56LF 4 PVC I ° ° I L J Q m Y ZD 0 ,�, a 5 1 1 1 9 1 1 1 1 1 1 9 1 1 1 1 1 1 I I 1 J � f8LF 6" PVC ;0 1 C i I @-t21 LF 4" PVC w w J GIRR MH #1-5 \ Id d Id _GIRR MH #1-2_ GIRR MH #1-1 <12"GIRR <12"GIRR Id I Id <12"GIRR - IRR- - - - - IRR- - - - - IRR- - — > 13+00 - - 14+00 - - 15+00 - - 16+00 - - 17+00 - - 18+00 - - 19+00 -19+53 - - - - S 0-o t21LF 4" PVC \ � 7 9 9 o � 7 GIRR MH #1-3 7 I � I SURFACEPLUG FORE AND FUTUREATE-IN N GIRR LINE A 1N- - - - CSW PROJECT NO. 18010 GIRR MH #1-4 GIRR LINE A SEE SHEET C7.1 = t63LF 4 SEE SHEET C7.1 I CONNECT TO EXISTING DRAWING DATE Ol/04/2021 c� THROUGH C900 PVC PVC SLEEVED IRRIGATION PIPE CL '�r o � C) IICTO I m ES 0 20 40 80 120 Qom -m a_ 16970 HORIZONTAL SCALE: 1" = 40' 1-4-21 VERTICAL SCALE: 1" = 5' ��g TF OF\0P�.ZP� �NNE M.GAP Ln U J J U) 2635 -------------------------------- 2635 J Y -------------- --------- ------------------------------------------------- ---- ---------- -------- ------ ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- -------� ------------------ ------ ----------------------------------------------- --- --------- ----- ---- ----- ---------------------------------------------------------------------- -------------------- ------------------- --------------------------------------------------------------------------------- -------------------- ------------------- ---- ----- ------------------ �W o ----------------- ------ ----------------------------------------------- - 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- - ---------------- ------------------- - ------- -- ------------------------- - ---------------- — ___ _ _ - -�— t375LF 12" SCH 40 PVC ® 0. ------ --- CONNECT TO EXISTING O IRRIGATION MANHOLE _ Lu _ ----- 1- - ------------------ f264LF 12" SCH_40_PVC ® 0.43% -- --- --- -------------------- ------------------- --------------------- --------------- ---------------------- o 2615 Ll 2615 0 cn ---------------- ------------ -------------------------- ------------------ ----- ------------- ------ ------------------------- --------------------------------------------- -------------------- ------------------- ------------------------------------------------- --------------------------- -------------------- -------------------- ------------ 0 z f72LF 12" C900 PVC ® 0.43% ------------- ------ -------- ----------- ----------------------------- ------------------------------------------------- -------------------- ------------- ~o f73L-- 1-- SCH 4- PVC ® --- -- ------------------- ------------------------------------------------- --------------------------- ------------------- ------------------- z z ------------------- ------------------------------------- ----------------- ----- -------------- ----- --------- - f26LF 12" SCH 40 PVC ® 0.43% ------------------------------------------------------- --------------------- ----------------------------------------------------------------------- ----------------- ---------------- CONNECT TO EXISTING ---------------------------- g------------------- -±55L--------900 .I--------------- ----------------- 2610 f55LF 12" C900 PVC ® 0.30% IRRIGATION PIPE. � f49LF 12" SCH 40 PVC ® 0.43% EX. INV=??? (FIELD VERIFY) 2610 zo ----------------- ------------------------------------------------ ---------- ------------------- -------------------- ---------------------------------------------- ------------------------ -------------------- -------------------- --- ----------------- ----------------- ----------------- --------- -------------------- -------------- ------------ ---- — O f29LF 12" SCH 40 PVC ® 0.30% z a --------------Ld ------- --- ---- -- 0 0 Z a U U 2605 2605 0 z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 0 c w GRAVITY IRRIGATION LI N E W PLAN & PROFILE z STA. 10+00 TO 20+00 O o z V Lu w O DESIGNED: JKS 0 DRAWN: JKS Li cn CHECKED: C. GRAHAM APPROVED: C. GRAHAM z O PREPARED FOR: o CONGER GROUP a_ 4824 W. FAIRVIEW AVE BOISE, ID 83706 z z O CLEMONS CW100 CLEARWATER c� SELF—CLEANING SUCTION SCREEN WITH 12 MESH 12" PVC WASTE LINE TO GIRR MH #1-6 U SCREEN AND 3" FLANGE Y 0 O ° SECURE LID WITH 1/2"x4" LAG (� V) PLACE SUFFICIENT REINFORCING STEEL > ° • ° • BOLTS AT EACH CORNER z r V) TO ALLOW FOR SITE SPECIFIC LOADING p J CONDITIONS AND ACCOMMODATE PIPE 4 LB. RAISED EXPANDED METAL LID O z v PENETRATIONS. ° U O Q LL. 6" MIN. 5.00' ° J A ° Q A RIM ELEV=2620.00' O W Viso •Ld LL z z a ° a d CW LL Q d • < 5.00' • O G O as O > 0 z z p• REDUCER 12" PVC TO WET WELL Q O W • • 12" PVC TO WET WELL d Q m �, z z INSTALL 4 LB. RAISED EXPANDED :� O Ln p V U) METAL LID. LID TO BE EDGED WITH 2" AAAAP p LA = FLAT STOCK AND SECURED AT ALL ° ~ CORNERS WITH 1/2"x4" LAG BOLTS. L>°• • INSTALL PRE—CAST CONCRETE z IRRIGATION BOX WITH 6" MINIMUM 4 J WALL THICKNESS, OLDCASTLE • Z �• Z Fn J PRE—CAST OR APPROVED EQUAL. CLEMONS CW100 CLEARWATER cn SELF—CLEANING SUCTION 12" INV ELEV=2613.94' W m N SCREEN WITH 12 MESH BOTTOM ELEV=2611.94' d J Z:) O GROUT AND SEAL ALL SCREEN AND 3" FLANGE a w V) 3: PIPE PENETRATIONS • ° a• a In •a •a Q W d LL J 12" PVC INTAKE FROM PLAN VIEW W U GIRR MH #1-5 c\l SECTION A-A 0 N CSW PROJECT NO. 18010 INTAKE/SCREEN BOX DETAIL DRAWING DATE 01/04/2021 SCALE: NOT TO SCALE C7.1 O C7m 1 m ES O6" PVC DISCHARGE MAIN _m a_ TO PI SYSTEM 16970 1-1/2' FILTER LINE 1-4-21 TO INTAKE SCREEN cPj p 00 �TF OF 16.00' NNE M.GAP Ln U J J 'n d ° d ° a ° ° (10 ° ° ° d ° da d ° u# p ROOF HATCH ° 2 w Jw o J U a � U Q� O N I� LL. L1N or ,vM O d O 0)O zo ° 1-1/2" FILTER LINE DISCHARGE O 3 m a CO LLJ . ° o U) U 00 O d V-250 FILTER 4 a C0 E Ld P —A r� zLd ° U ° 2" PRESSURE RELIEF VALVE , DISCHARGE TO WET WELLcn BUTTERFLY VALVE � o a PROVIDE PUMP STATION �i a LLd ENCLOSURE WITH HARDY 6" ELBOW BOARD SIDING. SEE NOTE 8. d 3'x3' WET WELL ACCESS ° DOOR WITH HINGE RODS ° zWELDED TO DOOR a cn ° z V-250 FILTER w "NOTE: INCLUDE ELECTRICAL CONTROLS FOR WELL = z _ OPERATION WITHIN PUMP STATION ENCLOSURE. 0 FILTER FLUSH VALVE g U) 1-1/2" FILTER LINE 6" PIPE COLLECTOR AND � BREAKER PANEL TO INTAKE SCREEN DISCHARGE PIPING STEP—DOWN o TRANSFORMER z o 0 6" FLOW METER � � � � w ° MAIN DISCONNECT ° BUTTERFLY VALVE u 0 o Z d a0 DRAIN PLUG a ° ° a d ° ° LL SUPPORT (TYP.) FINISHED FLOOR=2620.00' Z p p o o p D ° a METER 0 o o o o ° ° FINISHED GRADE=2619.50' 1 0 Q ° z U O O O O O O O O O O O O O O O O( O 12" INTAKE FROM w 0 :2 >0 8 xti� Z PLAN VIEW SCREEN BOX o o DESIGNED: JKS U M 6" REINFORCED CONCRETE SLAB ° HIGH WATER ELEV=2618.00' DRAWN: JKS Li ° - PUMP STATION NOTES cn CHECKED: C. GRAHAM iJ 1" DRAIN VALVE AND VALVE 6" OF 3/4" CRUSHED 48" 1. ALL CONSTRUCTION SHALL BE COMPLETED IN CONFORMANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND ANY OTHER PLUMBING OR ELECTRICAL CODES THAT MAY BE APPLICABLE. ALL APPROVED: C. GRAHAM BOX WITH 1 CF GRAVEL SUMP AGGREGATE BASE COURSE ° COMPONENTS OF THE PROPOSED PUMP STATION SHALL BE SUBJECT TO REVIEW BY THE ENGINEER. THE PROJECT DRAWINGS INDICATE MINIMUM REQUIREMENTS FOR SPECIFIC EQUIPMENT ITEMS. THESE DESIGNATIONS ARE zo d INTENDED TO BE A MINIMUM STANDARD OF QUALITY. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE A COMPLETE WORKING PUMP STATION SYSTEM SUBJECT TO THE ENGINEER'S REVIEW. j2. THE PUMP STATION WILL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. PREPARED FOR: 0 6" PVC PRESSURE IRRIGATION CONGER GROUP O DISCHARGE PIPE EAST TO PI SYSTEM 3. THE PUMP STATION SHALL INCLUDE ALL PUMPS, MOTORS, ELECTRICAL AND CONTROL EQUIPMENT, VALVES, PRESSURE GAGES, PRESSURE FILTER, LOCKABLE ALL WEATHER ENCLOSURE, VENTILATION, LIGHTING AND OTHER EQUIPMENT REQUIRED FOR THE PUMP STATION TO MEET THE SPECIFIED REQUIREMENTS. ONCE THE PUMP STATION IS COMPLETE, IT WILL BE SUBJECT TO START UP AND PERFORMANCE TESTING. 4824 W. FAIRVIEW AVE Ld 4. PUMPS SHALL BE SUITABLE FOR THE INSTALLATION WITH AUTOMATIC CONTROLS AND SAFEGUARD PROTECTION FOR BOTH MOTOR AND PUMP. TWO (2) PUMPS TOGETHER SHALL PROVIDE A MAXIMUM PEAK FLOW OF 170 GPM BOISE, ID 83706 Z d WITH 125 FEET MINIMUM TOTAL DYNAMIC HEAD (TDH). PUMPS SHALL BE ABLE TO SUPPLY CONTINUOUS FLOW AT BOTH LOW AND PEAK DEMANDS. THE PUMPS SHALL BE SUBMERSIBLE PUMPS AND FOLLOW MANUFACTURER'S z Q RECOMMENDATIONS. EACH PUMP SHALL HAVE AN ISOLATION VALVE FOR MAINTENANCE. O ° 12" INTAKE FROM SCREEN BOX 5. THE PUMP CONTROL PANEL SHALL BE UL LISTED AS AN INTREGALLY ASSEMBLED UNIT. THE PUMP SHALL BE CONTROLLED WITH AN ABB 'VARIABLE FREQUENCY DRIVE" OR EQUAL THAT CONTROLS DOWNSTREAM PRESSURE AT �-- VARYING FLOWS WITHOUT ANY CYCLING OF THE PUMP MOTOR UNLESS FLOW IS STOPPED. THE CONTROLS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. THE SYSTEM SHALL BE PROTECTED WITH A LOW U U d PRESSURE SWITCH. ALL CONTROLS SHALL BE OF INDUSTRIAL QUALITY. THE DELIVERY PRESSURE SHALL BE SET INITIALLY TO OPERATE AT 70 PSI. FINAL ADJUSTMENTS SHALL BE COORDINATED FOR THE PROJECT SITE. THE Y PRESSURE MAINTENANCE (PMP) SHALL BE SIZED TO OPERATE IN THE PARAMETERS OF THE MAIN PUMP. THE SUBMERSIBLE PUMP SHALL BE SHROUDED TO PUMP FROM THE BOTTOM OF THE MOTOR OF THE PUMP. THE D 48 DIAMETER PRE—CAST ° ° PUMPING OPERATION SHALL BE PROTECTED WITH A LOW WATER SHUT—OFF DEVICE THAT SENSES THE WATER LEVEL IN THE WET WELL. A HARMONIC FILTER PER IDAHO POWER COMPANY SPECIFICATIONS SHALL BE INSTALLED o CONCRETE WET WELL. PROVIDE TO PREVENT HARMONIC DISTUBANCE BY THE VFD. BITUMINOUS MASTIC AT ALL JOINTS. ° a 12" INTAKE INV=2613.89' w 6. AN AUTOMATIC STAINLESS STEEL SELF CLEANING FILTER WITH SUCTION CLEANING OF THE SCREEN SHALL BE INSTALLED. THE FILTER SHALL HAVE A FLOW OF 320 GPM, 150 PSI RATED WORKING PRESSURE, MINIMUM V ° WORKING PRESSURE OF 35 PSI, 224 SQ. IN. 150 MICRON FILTER SCREEN, INLET/ OUTLET OF 6 INCHES, A 2 INCH FLUSH VALVE AND A HYDRAULIC DRIVEN SCANNING DEVICE. THE FILTRATION SCREEN SHALL BE 150 Z V) J ° SEAL PIPE WITH KOR—N—SEAL MICRON. THE FILTER SHALL BE A MODEL V-250 FILTER MADE BY VALVE AND FILTER CORPORATION OR EQUAL. THE FILTER SHALL BE CONTROLLED BY A DIFFERENTIAL PRESSURE CONTROLLER SUPPLIED BY THE FILTER O Z a WATERTIGHT BOOT MANUFACTURER. THE FLUSH LINE SHALL DISCHARGE INTO THE INTAKE/SCREEN BOX. THE FLUSH LINE SHALL BE SLOPED TO DRAIN TO DISCHARGE TO THE INTAKE/SCREEN BOX. THE PIPE SHALL BE 1.5" PE 100 OR EQUAL. U O Q J () L� ° 7. ALL STEEL PIPING SHALL BE SCHEDULE 80 RATED AT 155 PSI WITH STEEL 1/2 INCH FLANGES. ALL FABRICATED PIPING SHALL BE SAND BLASTED AND COATED WITH EPDXY PAINT .05 INCH THICK. ALL STEEL UNDERGROUND 7 J 0 d ° SHALL BE PROTECTED WITH A COLD TAR WRAP OR COATING PER MANUFACTURERS RECOMMENDATIONS UNLESS THE MATERIAL IS DUCTILE IRON. L Ld FIBERGLASS MANHOLE STEPS °° a 8. THE PUMP SHALL BE ENCLOSED WITH A FRAMED WOOD BUILDING WITH A HARDY BOARD SIDING AND A ROOF HATCH FOR PUMP MAINTENANCE. THE CONCRETE SLAB SHALL BE 6 INCH THICK ON GRADE WITH #4 REBAR AT O z Z a_ ° 2 FT. OC. EACH WAY. THE BUILDING SHALL BE FASTENED TO THE CONCRETE WITH ANCHOR BOLTS AT 36 INCH ON CENTER. THE BUILDING SHALL MEET ALL LOCAL BUILDING CODES FOR THE PURPOSE IT IS TO PAINT LLJ U BUILDING AS PER ARCHITECTURAL SPECS. A 3'-0" X 6'-8" LOCKABLE METAL DOOR SHALL BE INSTALLED ON ONE SIDE. A VENT ON EACH END OF THE BUILDING SHALL BE INSTALLED. THE VENTS SHALL BE SCREENED, w � ° ° LOUVERED AND HAVE AN AREA OF 2.5 SQUARE FEET. A TEMPERATURE CONTROLLED FAN SHALL BE INSTALLED AT THE UPPER LEVEL VENT AND CAPABLE OF MOVING 1600 CFM. � O LJ w d 9. THE PUMP COLLECTOR SHALL BE EQUIPPED WITH A PRESSURE RELIEF VALVE CAPABLE OF 800 GPM BERMAD OR EQUAL. DISCHARGE INTO WET WELL. > Ln O z L ° 10. ALL CHECK VALVES SHALL BE SPRING LOADED NON—SLAM TYPE VALVES. 0 �_ cl� O z SEALED BOTTOM END ° ° 11. ALL BUTTERFLY VALVES SHALL BE GRINNELL OR EQUAL. Q � �j 12. THE FLOW METER SHALL BE A BADGER MAGMETER OR EQUAL SUITABLE FOR SHORT FLOW STABILIZATION SIZED FOR A 6 INCH PIPE WITH A TOTALIZER. THE READING SHALL BE IN GALLONS PER MINUTE WITH A DIRECT Q m C cn OPERATING DATA BOTTOM OF WET WELL ELEV=2608.50' READOUT INTEGRATED INTO THE PUMP STATION CONTROL PANEL. z z ° °� ° a °° 13. THE INTAKE WATER INTO THE WET WELL SHALL BE PROTECTED WITH A CLEMON'S CW 100 SELF CLEANING SCREEN OF 12 MESH. A REMOTE CONTROL VALVE ON THE D.S. SIDE OF THE DISCHARGE FILTER SHALL PROVIDE O Ln O U) WATER RIGHTS = 1 INCH/ACRE / 0.30 CFS / 136 GPM ° ° FILTERED WATER TO THE SCREEN AND OPERATE WHENEVER EITHER OR BOTH OF THE MAIN PUMPS ARE IN OPERATION. THE VALVE AND LINE TO THE SCREEN SHALL BE CAPABLE OF 20 GPM AND DELIVER A MINIMUM OF 40 C :I-- PSI. PIPING TO THE SCREEN SHALL BE PE 3406 100 PSI MINIMUM WITH 12" COVER OUTSIDE OF BUILDING. z O G MAX. OPERATING CAPACITY = 170 GPM c� 14. THE WET WELL SHALL BE EQUIPPED WITH STEPS CONFORMING TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. LOCATE STEPS BELOW THE ACCESS HATCH DOOR. — MIN. TOTAL DYNAMIC HEAD = 125 FEET C 15. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS, PUMP SPECIFICATIONS, AND MATERIAL SUBMITTALS TO ENGINEER FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. CONTRACTOR SHALL SUPPLY EQUIPMENT CUT SHEETS LL.I Q m Y PUMP 1: 7.5 HP ABB PUMP PROFILE VIEW FOR ALL SPECIALIZED EQUIPMENT SUCH AS, PUMPS, PUMP CONTROLS, FILTERS, ETC., WITH THE NAME OF LOCAL SUPPLIER. CONTRACTOR SHALL SUPPLY COMPLETE OPERATIONS AND MAINTENANCE MANUAL INCLUDING � INSTRUCTIONS OF HOW THE PUMP STATION IS DESIGNED TO OPERATE, DESCRIPTION OF HOW THE SYSTEM IS TO BE WINTERIZED, AND HOW THE SYSTEM IS TO BE ACTIVATED IN THE SPRING. � J 0 PUMP 2: 3 HP ABB PUMP � w � 16. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE BY THE OWNER. SUCCESSFUL PRESSURE TESTING, LINE FLUSHING, PUNCH LIST COMPLETION, SUBMITTALS, _ Q w PUMP SUPPLIER SHALL VERIFY WET WELL DEPTH IS RECORD DRAWINGS, AND O&M MANUALS ARE CONDITIONS OF FINAL ACCEPTANCE. ALL REQUIRED WARRANTY WORK SHALL BE COMPLETED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. C c~—n ADEQUATE FOR PUMP OPERATION. C J 17. THE CONTRACTOR SHALL DEMONSTRATE ACTIVATION OF ANY AND ALL EQUIPMENT PRIOR TO FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL PIPE MATERIALS AND SIZES, AIR AND c� WATER REQUIREMENTS, CONTROL AND INSTRUMENTATION SYSTEMS, ETC., ARE APPROPRIATE AND COMPATIBLE. LIJ N N 18. THE CONTRACTOR SHALL SUPERVISE STARTUP PROCEDURES, MAKE NECESSARY ADJUSTMENTS, PLACE THE UNIT IN OPERATION, AND INSTRUCT OPERATING PERSONNEL IN OPERATION AND MAINTENANCE PROCEDURES AND o REQUIREMENTS. CSW PROJECT NO. 1 8010 PRESSURE IRRIGATION PUMP STATION DETAIL 1 = SCALE: NOT TO SCALE C7 2 19. PUMPS SHALL BE MOUNTED TO A COATED, 10 GAUGE, STEEL DIAMOND PLATE SKID. THE SKID SHALL BE COATED WITH A 2—PART INDUSTRIAL EPDXY COATING. THE SUBSTRUCTURE OF THE SKID SHALL BE FABRICATED FROM DRAWING DATE 01/04/2021 SQUARE STEEL TUBING (CHANNEL) AS REQUIRED. THE SUBSTRUCTURE SHALL CONSIST OF A PERIMETER FRAME WITH INTERMEDIATE SKID SUPPORTS RUNNING THE LENGTH OF THE SKID AT 2 FOOT ON CENTER. AN ACCESS >_ DOOR IN THE NON—SKID PLATE SHALL BE PROVIDED PER PLAN. a_ 0 20. ALL CONCRETE SHALL HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 6,000 PSI. C7m2 O m ENS F� N Q "YY1 16970 1-4-21 u C)O �o of\0P�P,ZQ� N^/E L U J 0 20 40 80 120 '^ 0 SCALE: 1" = 40' Y BLOCK 4 I EXISTING TYPE II STREET LIGHT W E J C' 10 11 12 13 14 CAN o � �� , � O � 0)kD M X C O 0 Co LLI . cn ° o @) O I I STREET LIGHTING NOTES m Ld w 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT fu z — — — — — — — — — VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND a, w THE NATIONAL ELECTRIC CODE. 9 W EAGLE VIEW STREET 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE cn — — — — THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ w TO OPEN A PERMIT AND REQUEST INSPECTIONS. w I 9 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, j 8 I \ 8 BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 0 I 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE a HYDRANTS AND 2' MIN. FROM WATER METERS. ° 8 10 ','' , , 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS / z ' , , BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR ''�� ,' I SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING I BLOCK 3 I /',' �� FINAL INSPECTION. Z U /// ]/ ',' a_ U) 7 7 ',' I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR = / ' I QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. c� O I z z ] W I I Ld > / / cn U z 6 o a Lu Q 6 I KEYNOTES ° O < I co i 0 1 STORM DRAIN BLOCK 1 10 INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY SEEPAGE BED OW OF MERIDIAN STREET LIGHT DESIGN STANDARDS. g 6 12 %= v, Q O Q Q I I Z w w z z 0 = J_ O z U w 6 8 z 5 I o L� Lu 0 5 O 5 1 3 I DESIGNED: JKS 0 I I DRAWN: JKS w — — — — — j 5 9 1 I CHECKED: C. GRAHAM 4 APPROVED: C. GRAHAM 0 4 I 0 PREPARED FOR:BLOCK 4 4 14 o CONGER GROUP I � 4 10 4824 W. FAIRVIEW AVE w BOISE, ID 83706 z 3 } z 3 i I i O ci I 3 15 z LL, BLOCK 6 U Y I BLOCK 3 3 1 1 BLOCK 2 z I u 2 STORM DRAIN z V) SEEPAGE BED z 2 2 16 2 12 O z I U 0 Q LL.O > > CL J °� z z o � w � O C G W — w w o = Ln E.JASMINE STREET I pC V Ld 0 J w Q m _ w cn ZD z w z v� O oc O 7„ 18 STORM DRAIN 13 12 11 10 9 8 7 6 5 4 3 2 1 z O �,n SEEPAGE BED 17 16 15 14 J \ Y w < m o ZD BLOCK 5 J BLOCK 5 w w C— Q cn ~ — C J Lu U O cV O N CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 O O m E SF� = R/W R/W & I 16970 a_ 13' ACHD 40.00' PUBLIC RIGHT—OF—WAY 13' ACHD 20.00' 5' LANDSCAPE BUFFER 1-4-21 p TFOF1OP Q � SIDEWALK EASEMENT � 2 TYP SEE PLAN SIDEWALK EASEMENT � s�q �p 12" TYP. 2 1/2" ASPHALT PAVEMENT ��N GFZP� 36.00' ^/E M. cn 5' SIDEWALK 8' PLANTER 18.00' 18.00' 8' PLANTER 5' SIDEWALK 2% J I I 3" OF SP-3, 0.50 INCH I I —� (1/2") MIX, PG 64 28 6 VERTICAL 4" OF COMPACTED 3/4" ANDGUTTER PER CRUSHEBASAGGREGATE E COURSE ACHD SD-701 TYP. 1.5% � • / 2% 2% � .. 8" THICK CONCRETE \ / �// U) \ �\//\\//\ �/� /,\/�\ \\ /, /i• J \r\\/\// ♦— —� / /\/\\ \\,�\��/� RIBBON CURB (TYP.) y a a a �2' FLAT LANDING 10" OF COMPACTED 3/4" CRUSHED AGGREGATE r1 N o o Q) M ° ° Q° Q° Q Q° ° ° ° BEHIND SIDEWALK, TYP. LI LL.0 \ \ \ \ " BASE COURSE � � O %\\i\\\ \\//\\//�//\/\/\ /\ /� /� /,� /,\ / �� 5 THICK CONCRETE OVER 4 O \/\/\\�\\�\\,�\\,\\\/\\\/ OF 3/4 AGGREGATE BASE � coS U � COURSE PER ACHD SD-709 COMMON DRIVE/FIRE ACCESS TYPICAL SECTION 4 o o u o 20" OF COMPACTED 6" EXTEND BASE AND g MINUS PIT RUN SUBBASE SUBBASE 6" BEHIND SCALE: NOT TO SCALE C9.0fo a_ CURB TYP. fo Z COMPACTED SUBGRADE 0) r U 36' COLLECTOR STREET SECTION 1 , SCALE: NOT TO SCALE C9.0 N w a_ x w 0 uw MAILBOXES PER OWNER. a INSTALL PER MANUFACTURER'S o 3: R/W R/W RECOMMENDATIONS. 13' ACHD 36.00' PUBLIC RIGHT—OF—WAY o � 0 SIDEWALK EASEMENT o o = C) I I Q oo D o 2' 27.00' I P �� ° D cJn p 5' SIDEWALK 0'-8' PLANTER 13.50' 13.50' 5' SIDEWALK 2' 10' UTILITY ESMT z p P z o o SEE PLANI BOTH SIDES TYP. 0 o a v z 2 1/2" OF SP-3, 0.50 INCH o w (1/2") MIX, PG 58-28 w o U U) O 4" OF COMPACTED 3/4" 3" ROLLED CURB AND p o � D o 0 00 z CRUSHED AGGREGATE GUTTER PER ACHD SD-702 0 BASE COURSE I I D o p ° 2% 2% 1.5% D o D z \/\\ \ ♦— —♦ .— I Q Q D ° D CONCRETE PAD w L� // s 0 Z "I ° ° ° ° ° ° ° �2' FLAT LANDING LENGTH PER OWNER 6" VERTICAL CURB AND \ \ \ \ BEHIND SIDEWALK, TYP. o PER ACHD WALK ADJACENT T K 5 THICK CONCRETE OVER 4 PLAN VIEW Lu g 10" OF COMPACTED 6" OF 3/4" AGGREGATE BASE Of MINUS PIT RUN SUBBASE COURSE PER ACHD SD-709 DESIGNED: JKS 0 EXTEND BASE AND SUBBASE DRAWN: JKS w 27' STREET SECTION - DETACHED WALK 2 6" BEHIND CURB TYP. MAILBOXES PER OWNER. cn INSTALL PER MANUFACTURERS CHECKED: C. GRAHAM COMPACTED SUBGRADE SCALE: NOT TO SCALE C9.0 RECOMMENDATIONS. APPROVED: C. GRAHAM z 0 PREPARED FOR: 0 CONGER GROUP a_ 4824 W. FAIRVIEW AVE BOISE, ID 83706 z IT Z R/W R/W - 12" ° O ° U ° 41.00' PUBLIC RIGHT—OF—WAY _ P° D ° $ ° D c ° °' D° ' cn � DP g p 12" U Y I (j, n D B ° D D. 'D D ° D D D ° p° D 0 2 27.00' 2' ° D 10' UTILITY 5' SIDEWALK 13.50' 13.50' 5' SIDEWALK 10' UTILITY LENGTH PER OWNER EASEMENT EASEMENT Z r V) 2 1/2" OF SP-3, 0.50 INCH I CONCRETE PAD > I (1/2") MIX, PG 58-28 PROFILE VIEW O Q U I 3" ROLLED CURB AND U O J Li- 4" OF COMPACTED 3/4" GUTTER PER ACHD 7 CRUSHED AGGREGATE SD-702 TYP. L � I BASE COURSE w MAILBOX PAD DETAIL 5 z Z 2% 2% 1.5% J 0 f— —► ♦— SCALE: NOT TO SCALE C9.O Q O W Q a a a , s w Lu uj 2' FLAT LANDING W = BEHIND SIDEWALK, TYP. > LA EXTEND BASE AND SUBBASE " 6 BEHIND CURB TYP. 5 THICK CONCRETE OVER 4 CL OF 3/4" AGGREGATE BASE m 10" OF COMPACTED 6" COURSE PER ACHD SD-709 — MINUS PIT RUN SUBBASE Z 0 z O � �_ O Ln COMPACTED SUBGRADE ' 27 STREET SECTION - ATTACHED WALK 3 ~ SCALE: NOT TO SCALE C9.0 Z O v Z J Q J U) w Q o ZD L J 3 W w - QU J U W O N O 04 CSW PROJECT NO. 18010 DRAWING DATE 01/04/2021 C� w O c9mo o m WRAP TOP AND SIDES OF TRENCH IN NON-WOVEN �p� �.�GENSF4 = FILTER FABRIC GEOTEX 401, OR APPROVED EQUAL. 2nncVYY1 O GEOTEXTILES SHALL CONFORM TO THE REQUIREMENTS 16970 a_ Of OF ACHD POLICY MANUAL SECTION 8202.23 SEAMS ui > SHALL OVERLAP A MINIMUM OF 1'. 1-4-21 OBSERVATION WELL C) PER ACHD SD-627 p,Q� FOF0 .ZP N^/E M.GAP L N RIM ELEVATION Y PER PLAN � �� a a a as a a a a a a a a a as JLd W Q E m G� a G� a 2" WASH a� a a G o a a a Qa a a QD I U K w v GRADE RINGS AS REQUIRED a a a a a a a a a a a a a an c 00 p I m (1118" FINISHED.) SET LUSH (Jul O o � M w X a� �D O bi 20" BAFFLE WIDTH m � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O Ld O = p U) u o a w w m E 0 w - - - - ra G �" ^" 4 4 4 4 4 4 4 4 4 4 4 U L AD S,DS, HDPE OR w PVC PERFORATED 12' I " PIPE. PERFORATIONS � PER PLAN BAFFLE BAFFLE "B" N TOP HALF ONLY. ELEVATICN ELEVATION Qj 18" OUTLET PIPE PER PLANG / , AND DETAIL 1 THIS SHEET w a_ x � G w SAND AND GREASE TRAP (ACHD BMP #01). SEE z_ _ p DETAIL 2 THIS SHEET. ASTM C33 PROFILE VIEW w FILTER SAND iCL o o 0 a SAND AND GREASE TRAP (BOISE \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ VAULT OR APPROVED EQUAL WITH 24" DIA. TRAFFIC RATED FRAME AND ~ \�� c� OVEREXCAVATE A MINIMUM OF 2' INTO FREE R E\ / BAFFLES) SIZE PER TABLE STANDARD MANHOLE COVER PER j ACHD SD-617. o z0 DRAINING DRAINING MATERIAL (SEE TABLE FOR PERC \ \ U NATIVE MATERIAL RATE) AND BACKFILL WITH 6" MINUS PIT � RUN OR ASTM C33 FILTER SAND ol \ J ESTIMATED HIGH o PROFILE VIEW GROUNDWATER z o o i z = NOT ENCOUNTERED R a 0 Ld PORTION OF OBSERVATION WELL LYING I u o IN DRAINAGE SAND MUST BE WRAPPED X U) 00 o WITH TYPE I DRAINAGE GEOTEXTILE PER a o z SOLID WALL PIPE BETWEEN ISPWC SECTION 2050. O W 12" INLET PIPE MANHOLE AND BED. f_ uj PER PLAN a 'EXTEND 5 INTO BED. = z 18" OUTLET PIPE PER Z o PLAN AND DETAIL 1 w wo LENGTH PER TABLE o Of THIS SHEET z SAND AND GREASE TRAP w 0 PLAN VIEW 0 (ACHD BMP #01). SEE N Q o Q DETAIL 2 THIS SHEET. z_ z z w �0LL_ > Lu p Q i) O 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY O O ui SAND AND GREASE TRAP TABLE DESIGNED: JKS O DRAWN: JKS L o STRUCTURE NAME SIZE RIM ELEV. INV. ELEV. IN BAFFLE "B" ELEV. BAFFLE "C" ELEV. 18" INV. ELEV. OUT CHECKED: C. GRAHAM D INLET PIPE PER PLAN Lij SG TRAP #1-1 1000 GALLON 2619.83' 2614.85' 2614.75' 2614.25' 2614.00' APPROVED: C. GRAHAM z SG TRAP #1-2 1000 GALLON 2618.70' 2614.85' 2614.75' 2614.25' 2614.00' 50' MIN. PLAN VIEW OBSERVATION WELL 5' MIN. PREPARED FOR: PER ACHD SD-627 ELECTRONIC MARKERS PLACED ON SG TRAP #2-1 1000 GALLON 2618.06' 2614.35' 2614.25' 2613.75' 2613.50' p CORNER OF FACILITY, TYP. CONGER GROUP w A /� COORDINATE WITH ACHD INSPECTION SG TRAP #3-1 1500 GALLON 2617.30' 2613.85' 2613.75' 2613.25' 2613.00' 4824 W. FAIRVIEW AVE w m STAFF FOR PLACEMENT OF MARKERS al� DURING CONSTRUCTION PRIOR TO BOISE, ID 83706 z BACKFILLING. SG TRAP #4-1 1000 GALLON 2618.22' 2613.70' 2613.60' 2613.10' 2612.85' z Q OBSERVATION WELL NOTES U PER ACHD SD-627 SAND AND GREASE TRAP DETAIL (ACHD BMP Ol ) 2 ~ J 1. ACCORDING TO THE PROJECT GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC DATED JANUARY 18, U Y 2019, FOR CONSTRUCTION PURPOSES, GROUNDWATER DEPTH CAN BE ASSUMED TO REMAIN GREATER THAN 20' SCALE: NOT TO SCALE C9. BELOW GROUND SURFACE. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS Z) ENCOUNTERED WITHIN 20-FEET BELOW GROUND SURFACE AT AN INFILTRATION FACILITY AND/OR IF IT IS HIGHER o THAN ANTICIPATED. � 2. REFER TO ACHD BMP 20 FOR ADDITIONAL INFORMATION REGARDING SEEPAGE BED CONSTRUCTION. V) z 3. ACHD STAFF MUST VERIFY FACILITY INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. O z U O Q J 0 oC Z J SEEPAGE BED TABLE � z Za_ LLJ Q w SEEPAGE BED TOP OF ROCK BOTTOM OF BOTTOM OF PERF. PIPE PERF. PIPE 100-YEAR DESIGN Q O W w SEEPAGE BED NO. INFILTRATION _ DIMENSIONS ELEV. ROCK ELEV. SAND ELEV. INVERT DIAMETER VOLUME RATE W W w_ \ Ln > ~ BED SEEPAGE 1 � # 13'Wx86'Lx10'D 2617.00' 2607.00' 2605.50' 2614.00' (1) 18" 5,210 CIF IN/HR z Q z SEEPAGE BED #2 10 Wx60 LX10'D 2616.50' 2606.50' 2605.00 2613.50 (1) 18" 2,807 CIF 8 IN/HR Q C w G Q SEEPAGE BED #3 15'Wx92'Lx10'D 2616.00' 2606.00' 2604.50' 2613.00' (1) 18" 6,472 CIF 8 IN/HR Q m c cn z z SEEPAGE BED #4 6'Wx24'Lx8'D 2616.00' 2608.00' 2606.50' 2612.85' (1) 18" 550 CIF 8 IN/HR O Ln O pC `� LAO z z - v) J 0 Y SEEPAGE BED DETAIL - ACHD BMP 20 Qco ZD SCALE: NOT TO SCALE C9.0 w V) w � Q C G J_ U W O N O N CSW PROJECT NO. 18010 c� DRAWING DATE 07/02/2018 w 0 C901