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HomeMy WebLinkAboutConstruction Drawings �S\ptAAL PRESCOTT RIDGE SUBDIVISION NO , 5 \,\c E Ns 22114 CONSTRUCTION PLANS MERIDIAN , ID N 9/4/2024 U.S.HIGHWAY 26 0 � o MERIDIAN, a N ID o Y Lu U U O LOCATION MAP z z PROJECT SITE I I I I � I Ik l w w w \ .. .s•. LEGEND -PRESCOTf - w w j w w w w 0 20 40 80 120 z SUBDIVISION NO. 31 0 VICINITY MAP > Lu Lu BOUNDARY LINE I w w w w w Plan Scale w BLOCK 17 � — w NO SCALE OFFSITE BOUNDARY LINE BLOCK 17 Y BLOCK 17 w w w w [)�: u w y s BLOCK 17 SETBACKS w y ' .s. BLOCK 17 I ' ROAD CENTERLINE 14 29 30 31 32 33 34 35 INDEX OF DRAWINGS LOT LINE LINE 3 : � R/W R/W RIGHT—OF—WAY LINE I y 39 1 s GENERAL IMPROVEMENT PLANS FOUND 1/2 INCH REBAR I :. 40 41 42 43 BLOCK 12 ' OO FOUND 5/8 INCH REBAR I w y y r• r , $ - r.° y I C1.0 COVER SHEET z w w w w w w w s — Q w +a , FOUND BRASS CAP � C 1.1 NOTES AND AC RONYM NS ® FOUND ALUMINUM CAP w w w w w w w w N. HIGHFIRE LOOP a C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN 0 CALCULATED POINT y - - -- ---- --� • • C1.3 STREET LIGHTING AND SIGNAGE PLAN r � � � � � w w w • ' �• '. —_�_ PRI3 PROPOSED IMPROVEMENTS IVISION NO. 1 C1.4 MASTER UTILITY PLAN s s s SEWER LINE 4. d w 2 27 w ROADWAY IMPROVEMENT PLANS BLOCK 12 w w WATER LINE BLOCK 17 w L a C2.1 N. HIGHFIRE LOOP ROADWAY PLAN AND PROFILE � w � w ° • SD—SD— STORMDRAIN LINE O O O O C2.2 N. HIGHFIRE LOOP ROADWAY PLAN AND PROFILE PI PI PRESSURE IRRIGATION LINE SEWER MANHOLE 52 51 C2.3 ROADWAY DETAILS wv s w 50 w w WATER VALVE 25 GRADING IMPROVEMENT PLANS (n ® WATER METER 15 s } 48 47 46 45 I 0 z w w 0 w O O w I C3.1 GRADING IMPROVEMENT PLAN z Q FIRE HYDRANT �. I Z J w w� SINGLE WATER SERVICE DRAINAGE IMPROVEMENT PLANS 0 OL y C4.1 DRAINAGE IMPROVEMENT PLAN w w� DOUBLE WATER SERVICE Z DRAINAGE ARROWS 23 C4.2 DRAINAGE DETAILS > 0 Lu w w w w w w w w w w w w I S w w w w w w w w w � '. ;y.: ::. ... : v w. 0 G W 16 I SEWER IMPROVEMENT PLANS w w w w w w w w w w BLOCK 17 w w w w w w w w w w w l mz Lu Lu EXISTING IMPROVEMENTS I 22 ° C5.1 N. HIGFIRE LOOP SEWER PLAN AND PROFILE Q c=i1 s s �� C5 2 N HIGHFIRE LOOP SWEWER PLAN AND PROFILE s s s SANITARY SEWER LINE .v w •..�. w � � w w � � � � � w W W WATER LINE I s w I . L u W V DC O WATER IMPROVEMENT PLANS Lu U G G G GAS LINE 0 BLOCK 17 . w w w � � � � � � •: I BLOCK 17 f 1. �.: C6.1 WATER IMPROVEMENT PLAN oP—OP— OVERHEAD POWER LINE I w 60 61 62 w BLOCK 12 PRESSURE IRRIGATION IMPROVEMENT PLANS GI GI GRAVITY IRRIGATION LINE I 20 63 17 I w O O O O w 64 1 C7.1 PRESSURE IRRIGATION IMPROVEMENT PLAN w SEWER MANHOLE O I O wv O z WATER VALVE p4 19 w w 65 w w/ V) W W (� ® WATER METER I q: i' O r FIRE HYDRANT 18 66 j • n • 1. . , POWER POLE , m POWER BOX / W. WILDFIRE DR. 67 EP EP EDGE OF PAVEMENT / EG EG EDGE OF GRAVEL a M TREE DECIDUOUS N y0 I y y y i BLOCK 10 PRESCOTr RIDGE SUBDIVISION NO. 3 40 '/ LL 2645 — — EXISTING GRADE CONTOUR 3 0 a 0 N CONTACT INFORMATION BENCHMARK z OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT POINT NUMBER POINT STYLE NORTHING FASTING ELEVATION DESCRIPTION HUBBLE HOMES, LLC KM ENGINEERING, LLP 0 701 S. ALLEN ST. #104 5725 NORTH DISCOVERY WAY 1 X 727648.76 2435941.10 2534.79 CHISELED X z MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 CONTACT: AUSTIN EDWARDS PHONE: (208) 639-6939 x 139 E N G I N E E R I N G o PHONE: (208) 433-8800 FAX: (208) 639-6930 5725 NORTH DISCOVERY WAY EMAIL: aedwards@hubblehomes.com CONTACT: Bryan Redsun, P.E. BOISE,IDAHO 83713 o EMAIL: bredsun@kmengllp.com SAFETY IS IN YOUR HANDS. PHONE(208)639-6939 ® EVERY DIG. EVERY TIME. kmengllp.com N DESIGN BY: BSR z "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." g DRAWN BY: BSR a z s CHECKED BY: KWK DIGLINE DATE: 08/23/24 LEGAL DESCRIPTION PROJECT: 24188 A PORTION OF LAND BEING A A PORTION OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE SHEET NO. SUBDIVISION, SITUATED IN THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT > PHONE4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. ANY AND A80 L0D COMMENCING WORK. DAMAGES TO EXISTING UNDERGROUND UTILITIES.� CONTRACTOR IS FULLY RESPONSIBLE FOR 1. a N d MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS s\14cEN r*�'� 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER �}�} (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE LL '� 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION J,� O CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. FLG - FLANGE R - STATION OFFSET RIGHT tp� OF a� 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE Y,�IV R 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER 9/4/2024 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE CITY OF MERIDIAN GENERAL NOTES (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK STANDARD NOTES FOR REVISED 3/1/18 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE COMMERCIAL PROJECTS WITH PUBLIC MAINS PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL GENERAL CONSTRUCTION DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT ui 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. ORDER UNTIL THE SITUATION IS RESOLVED. 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE I CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT N WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR NUMBERS) FOR DETAILS. ALL TIMES. ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE N 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE z PRIOR TO START OF WORK. ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES NO 'TOLERANCES" ALLOWED. O IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT cn 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BEui j REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. w AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM PRESCOTT RIDGE SUBDIVISION NO. 5 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING FINAL PLAT. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A GENERAL CONSTRUCTION NOTE NO. 1. 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE NO-CHARGE RIGHT-OF-WAY PERMIT. PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND S. WORK SUBJECT APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BAC g. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC AT THE CONTRACTOR'S EXPENSE. WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE o REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, z DEQ/QLPE APPROVED CONSTRUCTION PLANS. BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WRITING PRIOR TO CONSTRUCTION. WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN TRAVEL LANE. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT THE REQUIREMENTS OF THE 404 PERMIT. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE WATER ROUGH GRADING PLAN. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY GENERAL CONSTRUCTION NOTE NO. 1. FROM ALL BUILDINGS. 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL SANITARY SEWER, STORM 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING DEVICES" FOR STREETS AND HIGHWAYS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS ( CONSTRUCTION. DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 16. D ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ALL MATERIAL FURNISHED MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, APPROVING AGENCIES E AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ITEMS. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE PROOF THAT ALL MATERIALS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). REQUEST FURNISH PR R THE AGENCY AND/OR THE ENGINEER. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. Ln 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 GRADING NOTES 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM 0 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE THE EDGE OF THE TRAVEL WAY. z CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. z Q (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION ACTIVITY WITH THE EPA. J 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. O AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. � . c/) � z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 3 THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A _ z AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO > PUBLIC WORKS INSPECTOR ANY CONSTRUCTION. 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY Esz SEWER EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO 0 IDAPA CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ANY CONSTRUCTION. m Z W oC 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES ( PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER Q > u 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE 0 SITE. IRRIGATION NOTES Q p 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM = 0 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD Lu - VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO J= a- z MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). V� W Q THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF p c/) DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT _ _ LLJ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS PLANS. J SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES Q 0 0 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. O V,J PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE ENGINEERING REPORT. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE U z CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION DEMOLITION NOTES FROM DEQ PRIOR TO ANY DEWATERING. LLu Lu ROADWAY 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE I= 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER CONSTRUCTION. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND PIPE ZONE. REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE 1 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC PRESSURIZED IRRIGATION DURING DEMOLITION AND REMOVAL OPERATIONS. STANDARD DRAWINGS SD-301 AND SD-302. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. -- BEING CONSTRUCTED. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND X THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR FINAL ACCEPTANCE. N QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. g. IRRIGATION COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL ALL IRRIGATN MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC m DRAINAGE REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL SECTION 4 TEST PRESSURE SHALL BE 150 PSI. IO o EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE o PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION 7, COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING o OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE CONSTRUCTION. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45, PROVIDED THE PIPE N MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. UTILITY NOTES 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. Z 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE Im, a IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 0 REGION (334-2190). 5725 NORTH DISCOVERY WAY w BOISE,IDAHO 83713 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN Z SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER PHONE(208)639 6939 COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. kmengllp.com N 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: BSR Z ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL g QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC DRAWN BY: BSR o TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: KWK FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: 08/23/24 OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM o GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION PROJECT: 24-188 OF THE DRAINFIELD TTHEWETLAND STRIPPINGS H DRAINFIELD SHALL DISPOSED E S O IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION EXCAVATED MIXED I CAVAT D SOILS, SHEET NO. THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. CIA a N d LEGEND SS\ptAAL �Nc - - - -- - - - - - - ASPHALT SAWCUT LINE LIMITS OF CONSTRUCTION 22114 OF SHEET NOTES �r�N RV_ S) a A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. 9/4/2024 PXG I B. COORDINATE ALL DEMOLITION, GRADING, AND EARTHWORK I OPERATIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL Pi Pi • . • • • • . . . . . • ENGINEERING SHEETS. qD \ LOC C. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND PRESCO DETAILS FOR ADDITIONAL REQUIREMENTS. SUBDIVISION NO. 31 — I LOC I .�1 IILOC I 1 D. LIMITS OF WORK ARE IDENTIFIED ON PLANS. Lu \ E. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN o JIPXI I 1 PROFESSIONAL IMMEDIATELY. I — � � . — _ 04 KEYNOTES II I SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) ED AND PAVEMENT PATCH PER ISPWC SD-301, III SD-303, SD-806, AND ACHD REQUIREMENTS. LOC LIMITS OF cn CONSTRUCTION..II z0 LOC 1 RETAIN AND PROTECT EXISTING O cn 'III \ I PXC CURB AND SIDEWALK. W \ \ PXS RETAIN AND PROTECT EXISTING SEWER MAIN. o ~ PXG I CONNECT TO EXISTING MAIN PER SEWER LOC I II IMPROVEMENT PLAN. RETAIN AND PROTECT EXISTING WATER MAIN. ED CONNECT TO EXISTING MAIN PER WATER RXB R U ly RETAIN AND PROTECT EXISTING PRESSURE IRRIGATION. CONNECT TO EXISTING IRRIGATION PER WATER IMPROVEMENT PLAN. \ II \ \ PXC PXG AND PROTCT EXISTI NG GRAVITY IRRIGATION. - - - - RETAIN AND PROTECT � o \• 'a PX3 `3', PxW PX1 EXISTING WATER SERVICE. z N. BACKCOUNTRY PL. III \ RXG PX2 RETAIN AND PROTECT 1• — — O EXISTING SEWER SERVICE. RETAIN AND PROTECT PX3 \ SCA S_ PX3 EXISTING IRRIGATION SERVICE. II \ O RETAIN AND PROTECT PXS I ° PX4 EXISTING STORM DRAINAGE FACILITY. RETAIN AND PROTECT PXC PXS EXISTING HYDRANT. � II PX3 PX6 RETAIN AND PROTECT -d Rx6 EXISTING STREET LIGHT. \ i RXB REMOVE EXISTING BARRICADE. II PX3 \ I REMOVE ROASTING ED PXG � Ln \ I z I z LOC ' +I PX3 \ LOC I— I s z J O \ I o � �_ � I IIS � J I I — z0 Lu 2 PX3 \ I 0 I , mz Luo \ PXI ► / ::) Q > z II / I v' � ON PX3 z I \ oc , � 2s � , �. ``� � � Lu — \ \ao PXG / — 0 z PX3 \ Q O II h I I SCA RXG O r W I 2s3o PX2 •��' U z z I PX2 PXS PXW W W 17— LOC II � I PX3 PX1 \ p[ X I PXC PXC PX2 PX2 \ PX2 / CL Lu PX3 —s I RXB PX5 PX1 �` PX2 1 II I \ RXB I I D PX1 I a I _ N M/a ( 'M/ PX4 3 ° ° PX2 / ° � � y —+� w w w w w w w w w w w \ I Q 0 LOC T W PX2 PX 1 W. WILDFIRE DR. / / a S S S S s S S S s S S S S a °y a LOC \ / PX2 aM/ M a / —�—nn/a nn/a—�—nn/a MIN a M/ M/�1 MIN M/a—or—M ja � M/a= � LOC / Z \ � � i a PXI PRESCOTT RIDGE SUBDIVISION N 3 s � L RV" PXG I II I � , �-�_ ` .. Ste\ .; �\a , � ,' s z E N G I N E E R I N G 5725 NORTH DISCOVERY WAY G BOISE,IDAHO 83713 w PHONE(208)639-6939 kmengllp.com N DESIGN BY: BSR zz g DRAWN BY: BSR a z s CHECKED BY: KWK DATE: 08/23/24 EXISTING CONDITIONS AND DEMOLITION PLAN o PROJECT: 24-188 SHEET NO. 0 30 60 90 ti Plan Scale: 1" = 30' C 1.2 a N d SHEET LEGEND SS\ptAAL 1.Nc, R/W RIGHT—OF—WAY LINE LOT LINE 22 114 PROPOSED MAILBOX CLUSTER BOX OF SHEET NOTES �r�N REpS�I 9/4/2024 I I 1. SEE SHEET C1.1 FOR GENERAL AND SIGNAGE NOTES. 2. REFER TO ACHD STANDARD DETAIL TS-1112 FOR ADDITIONAL STRIPING AND SIGNAGE INFORMATION. 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS y J \1/ J/ \1 ° J J J J \1/ J/ \1/ \4/ \1 I CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE Lu ° 1° 'r' r f I I WITH POLICY AND EXISTING PAVEMENT MARKINGS. a PRESCOTT .I/ \/ o SUBDIVISION NO. 3 L V V V �..<. •: .^. .." 1: ^w d A/ � .V � .V A/ °S KEYNOTES 1 �, �, �, �, �, �, ,�, �, ,�, �, �, �, • _ �, �, ,�, �, ,�, �, �, �,: �, CD INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. y'. 9 _f 1 EXISTING \1/ 4/ � ■ • J A/ XFH FIRE HYDRANT. C .a. ° S •1 EXISTING STREET L3 f, XSL LIGHT. D 14 i■r O O O • BLOCK 13 EXISTING STREET z L 29 30 31 32 33 34 35 36 1 XSS NAME SIGN. O O J ° - PRESCOTT RIDGE STP 36" STOP SIGN PER � W ^<� FH 37 38 3 I S BDIVISION NO. 4 O MUTCD R1-1. � BLOCK 17 O 39 I INSTALL 16—UNIT MAILBOX CLUSTER BOX UNIT. CBU L s , 64 QUANTITY PER PLAN. ° 40 41 42 43Ar o BLOCK 17 s d. ° ,. t Mib I ; , d a , ,� • ° I BLOCK 9 :d XFH • I a ' . I xsL a .I/ 28 \ \V 4 s 4 ° • a � , A/ A/ \I/ � � � \I/ � N. HIGHFIRE LOOP XFH o z G a v v V V J o. , d , V ' S 1a M/8 v n , d N. BACKCOUNTRY PL. EA d< • a 2 — D W. LOST RAPID ST. a 27 • - °+ n • SUBDIVISION NU. 1 �I g • 3 I °A. n o. I' v_ .� v: , .. a ° A. 53 z ESCOTT RIDGE � STP 1, UBDIVISION NO. 4 • Ln <�I� ° 52 51 - I XSS °. a •R/W 25 °> s 50 I o V) BLOCK 14 z ° 48 I z z � •1 e.� I z J W 24 V' O � �. 1 �' z Q A/ z I w > ,.e ¢ MMLu � D Q > z 16 FH \V 4/ \1/ BLOCK 17 \1/ 4/ � � \V � °` ..a :. a� �. �. I �I/ .V �I/ �I/ \I/ � \ .V V w . s V V v V V V V w BLOCK 17 ° s j 1`. •1� J t J J s J — .° : .. . j< v ,. v , ° .. .� 1 .. • s 4n9 � � � � Q � v V V V �.4 V V . . V 17 I— W a ` LLI w JA ° a 1 ` I 1, ^ J/ A/ •:s � � J J Ji \/ � . i I � (! 1 w � CBU v s v v v v v f \v V� 4 � � A/ � � � XSL \1/ n XFH all- XSL A/ 19 A/ 1 XSS XSS M 18 - 's N 1, d a / d or / >>V ♦ 'e O W W. WILDFIRE DR. — — — '..,r .:. '. 67 oo �A/ , 14 / d •s .. z j/ a rn/ ° /a M/a d M/a M/a M/a d M/a• ,M/a , M/° M/a M/a M/a M/a M/a Zm� XSS i XSS y BLOCK 14 38 XSL \ XFH ENGINEERING z PRESCOTT RIDGE SUBDIVISION NO. 3 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 XSL BLOCK 10 \ / PHONE(208)639-6939 ilj s kmengllp.com J al e J \ / .°�• ♦/ DESIGN BY: BSR z z 5 DRAWN BY: BSR a z g CHECKED BY: KWK u DATE: 08/23/24 STREET LIGHTING AND SIGNAGE o PROJECT: 24-188 SHEET NO. 0 30 60 90 ti Plan Scale: 1" = 30' C 1.3 a N d SHEET NOTES SsotAAL 1.4,0 A. SEE SHEET C1.1 FOR GENERAL NOTES. �,CENS B. SEE SHEET C1.1 FOR SEWER NOTES. �7��}} C. SEE SHEET C1.1 FOR WATER NOTES. L L 11 4 D. SEE SHEET C1.1 FOR IRRIGATION NOTES. QF 'Sam KEYNOTES N RED UTILITY MAIN/MAIN CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION g/4/2024 OF THE POTABLE WATER AND NON—POTABLE ° I I PIPELINES (SEWER, STORM DRAIN, IRRIGATION, [_ I AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER � 3 I I NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING A � � � � � � � a � PI •PI.a I PI Pi P � � � � � � � � � � � �kL2 � � I � I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w I •s �' 3 OF THE POTABLE WATER AND NON—POTABLE a i P� • a.PI1e J © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, ° AMENITY, ETC.), PER CITY OF MERIDIAN I BLOCK 17 BLOCK 17 — — REQUIREMENTS. SEE SEWER NOTE 3 AND WATER I \1/ 4/ `1 ; ° �. 3 s 1 _ _ NOTE 3, SHEET C1.1 FOR MORE INFORMATION. y. • • J _ � � � � � . ■�. � � � PI PI PI J �. J o. J BLOCK 17 I INSTALL STANDARD SERVICE MARKER PER ISPWC i STANDARD DRAWING SD-512. PAINT TO BE GREEN. I. 3 BLOCK 13 INSTALL STANDARD SERVICE MARKER PER ISPWC 14 I 29 30 31 32 33 34 35 BLOCK 17 I I STANDARD DRAWING SD-512. PAINT TO BE BLUE O O O 36 I I IRESCOTT RIDGE INSTALL STANDARD SERVICE MARKER PER ISPWC z I I PUBDIVISION NO. 4 � STANDARD DRAWING SD-512. PAINT TO BE 0 BLOCK 17 I 28 37 39 3 3 I PURPLE. V) Lu 0 38 I I > s I I 64 L s 41 BLOCK 12 i O O ° 40 42 43 � 3 I �I/ BLOCK 17 ° • A/ � O 0 o I 1 a d d /y I c I d `. ° I I BLOCK 9 d ° I A/ \1/ \I/ i1c, 7�t - - 1 4 i_ ' Ivr- M W W W \ N. HIGHFIRE LOOP H d J J J ° I 1 d _d� d s S w �» — M � SDI: S W _Zo s MY� M z I W W W W W W� . Od. � S I c N. BACKCOUNTRY PL. d a °° s .y s 2 tRESCOTT IDGE W. LOST RAPIDS ST. S UBDIVISIO N0. 1 I BLOCK 17 s 3 s s s s s s s s s- BLOCK 17 �' �s ,�' � � . � v.49 �< BLOCK 17 `: . o • d na— I 59 58 57 56 �, 3 a i ' • y �� �, 26 �, �, 55 S4 • . ,1. O 53 BLOCK 17 77 <�I� y 52 51 w BLOCK 17 a���� I a° � � N 25 . �' 3 s 50 I I Ln � BLOCK 14 15 a ' 48 47 46 �, I 3 I Ia I V) S: O44 I PI I s 3 PRESCOTT I — a I a I PRESCOTT RIDGE 4 > 0 W SUBDIVISION NO. 3 I 23 ;. p1' ° SUBDIVISION NO. — — C ML G° I Y0. I Co Z w _ 16 I co v� — — —� l .I/ .I/ � .E � .E 4/ � 4/ \k sa . P I I s < > J I . I �I 13 N I PI PI PI O \I/ �/ �/ \I/ \I/ \I/ .� \I/ J/ �I/ J/ .� �I/ � �I/ J/ �I/ J/ � �I/ � I� I V!. to Y I w \I/ \I/ \I/ A/ � \I/ \I/ \I/ � A/ \I/ \I/ � � � Q I� W 03 a Q N ° — - - Id Ida Id • • .I ;1,... v v A v I � v v v I o a r. - -�- - d I— 17 ,. � A/ \1/ A/ .I/ � � � I 49 � I � • � j I � O J 21 d s s s BLOCK 17 /d I I , I BLOCK 17 a 1 .I/ .I/ I , , a O W /d s U z I/ 60 .17 BLOCK 12 a 16 � I BLOCK 17 — O O � � � ° I s 19 =s I I 65 iy / N l I I I � co . ° a R/W —��LI W W W W W W W W W W W {— •� BLOCK 17 �' / I / o ,. W .. rn rn rn N W~ / l a /w W. WILDFIRE DR. `" „- 67 0 / Q v+ w S S S S S S Ts-s- S s s / S S S W /J( ,•. . O Q m/m �—M/a M/a° a ° M/° M/A M/a M/a—per—M/a M/a o .. M��� I �M. a d ... I y I 35 36 37 38 39 ,� s BLOCK 10 PRESCOTT RIDGE SUBDIVISION N 3 d. s ENGINEERING 5725 NORTH DISCOVERY WAY N BOISE,IDAHO 83713 PHONE(208)639-6939 00 kmengllp.com N z DESIGN BY: BSR z 5 DRAWN BY: BSR a z g CHECKED BY: KWK u DATE: 08/23/24 MASTER UTILITY PLAN PROJECT: 24 188 0 30 60 90 SHEET NO. ti Plan Scale: 1" = 30' C I A a N d ° I ry KEYMAP R/w F F IVIDN N0<- 22114 � L e �� -� N.HI6HFIflE LOOP V A �4 ° .�..' �•�. r: - 'F•.. F F F F F F �- F F F F F F F F F F �,��� of � a� 31.00 TBRC/HP F.°rt,`?; F F F F F F F F F r4 N R��5 +98.88, 14.50'L F F F F F F F F F 30.47 TBRC 9/4/2024 +09.00, 14.50'L F F F F F F F F F 30.71 TBRC/HP/MA F F F +44.59, 14.50'L 30.51 CL/LP 30.62 TBRC/LP 30.76 CL/HP/MA +09.00, 0.00' +75.00, 14.50'L F F F F +44.59, 0.00' F F F 35 °' 18 19 20 21 22 BLOCK 17 F F F • I 31.04 CL/HP 30.73 TBRC/PC SHEET LEGEND F U 0° +98.88, 0.00' +53.05, 14.501 ` '' w IC4 0 - BLOCK 17 :._:. : .;: F F F F 28 F F F F F I I VG1 VG1 F::-<<�:.:'. .�': F BLOCK 17 F F : '' F F F I �ELE. & DESCRIPTION FINISHED GRADE ELEVATION 1 J e STA., OFFSET SIDE 'F F F VG1 VG , . .a . VG1 " m � F F F F F F F F VG1 a' s a VG1 1� FINISHED GRADE SLOPE �. j VG1 F F F F F F F F' •° F F F 36 $CA o 0.40% o ° 0.60%a�7- TA, 0.50% F F F IC4 F F F F F F F I GRADE BREAK F F F N 1 1+00 0 10S1 N. HIGHFIRE LOOP oo ��� N o o C CD O r• p F F F F F F F F F z 0.60% N o.50% oo�' R°9 °F ° CIVIL ACRONYMS O 0.40% Ln IVI: i.y `�' p) F F ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS uj • �9 v' uj 30.66 CL/LP FOLLOWS: w F F F F F F 30.74 TBRC/HP F F F o +75.00, 0.00' E IC4 o 98.88, 15.00 R IC4 o 29 I STA. - ROADWAY STATION FROM CENTERLINE VG1 O CL - ROADWAY CENTERLINE F F F 37 3 °y�/ VG 44 " :f b I PC - POINT OF CURVATURE O sSEE SHEET C3.1° E PT - POINT OF TANGENCY F ELE. - ELEVATION P*RKING FDETAILS� L - STATION OFFSET LEFT ° O 30.79 CL/PC MATCH LINE - SEE S HaE ET C 2.2 30 R - STATION OFFSET RIGHT F F F < .:' 60 F F F +50.00, 0.00' 59 TBC - TOP BACK OF CURB 3 :4 VG1 d. F F F 30.52 LIP 30.62 TBRC/LPj BLOCK 17 RIM - RIM OF STRUCTURE BLOCK 10 \30.71 TBRC/HP/MA 30.47 TBRC/LP - +53.05, 12.50'R +75.00, 14.50'R R. v +44.60, 14.50'R +09.00, 14.50'R ;`� LIP - LIP OF GUTTER MA - MATCH EXISTING F F F F PRESCOTT RIDGE SUBDIVISION NO. 3 F F F , 6 31 I SW - SIDEWALK `;!. EP - EDGE OF PAVEMENT z VG1 BLOCK 17 F F F $ FL - FLOW LINE BLOCK 17 '° TOC - TOP OF CONCRETE HP - HIGH POINT F 4 F 57 32 PCC - POINT OF COMPOUND CURVE a. POC - POINT ON CURVE p F I INT - INTERSECTION 3 w PRC - POINT OF REVERSE CURVE F F F ey. F F F F d°•. . F . F F F F F F F F ° ° � I SHEET NOTES 56 VG1 F o A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 3 °• 62 - + • NOTES. W. ° ° 33 B. SEE SHEET C1.3 FOR STREET LIGHTING, PAVEMENT F F F F F>• ° ,. ,. . ,.. . ° . .. I MARKINGS AND SIGNAGE PLAN. C. SEE SHEET C2.3 FOR ROADWAY DETAILS AND TYPICAL ROAD SECTION. Ln W D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO J TOLERANCES WILL BE ALLOWED. 0 Ln z O N . HI HFIRE LOOP ROADWAY PLAN AND PROFILE E. ALL STATION AND OFFSET LABELING RELATED TO EACH 0 30 60 90 0 3 6 9 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD z Q c- ALIGNMENT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Z 0 F. SEE SHEET C4.1-C4.2 FOR STORMWATER PLANS. 0 z c_n Z z KEYNOTES Q CDINSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED m z Lu Q CURB) PER ACHD DRAWING SD-604A. > \ ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. Z) Q S CDSAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) O AND PAVEMENT PATCH PER ISPWC SD-303 AND LJJ 0 Q ACHD REQUIREMENTS. = Q 2541 2541 TS1 CONSTRUCT STREET SECTION PER DETAIL 1 ON W SHEET C2.3. 0 2 � O CONSTRUCT GUTTER SECTION PER DETAIL ON rn � o VG1 SHEET C2.3 Q 0 0 o ao O C6 00 + ui O INSTALL 4' WIDE VALLEY GUTTER PER ACHD S Of 2538 + + 2538 VG SUPPLEMENTAL DRAWING SD-708. O Q N O 11 ,U/� < r_z II Q L II � II N v ' V U) a L u 0 -_ Q � N � u)cfl �N YO U) O NN a Q Y M w N Q W N 2535 N m m �� m 2535 � W w II Q o FINISHE GROUND � a w 0 J U W (.�W (�W OLJ a N 2532 2532 N M 1 -0.4 ------------ 2529 2529 u N EXISTING GROUND 0 z z = 2526 2526 Z 0 z z a 0 E N G I N E E R I N G EXISTING GROUND CENTERLINE 5725 NORTH DISCOVERY WAY 2523 FINISH GROUND CENTERLINE 2523 PHOINE(08)6 9-6939 IF kmengllp.com N ^ r� o ,n ^ rn DESIGN BY: BSR Z o 0 0 � o of F) o co o Cq 0 0 o ao o ^ o o ao o o 0 0 0 0 o DRAWN BY: BSR g M M M V) N M M V) M M 11)M Lr) r7 Ln M LO M r7 r7 M M pLO N N N N N N N N N N LO N N N N N N N N N N CHECKED BY: KWK t- V F DATE: 08/23/24 ° 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 PROJECT: 24-188 SHEET NO. C2. 1 N d KEYMAP �p�AL .s 1� � 22114 S. .�,. •S J4\1 N HIIHFiaeL-P ��, �p BLOCK 17 Y,� p) � lJ 31.16 TBRC/PC BLOCK 17 9/4/2024 �, ,�, ,�, �: ,�, • ,�/ �, .14/ 30.85 TBRC/PT ,�, 41 +20.00, 14. +82.23, 14.501E 20 0 501E .� BLOCK 13 c 36 I .I/ _ .s 1 \1''.. POCOTT RIDGE 31.20 CL/PC 31.17 TBRC 37 3 n SUB IVISION NO. 4 00 0 +82.13, 0.00' +85.871, 14.50'L 31.76 TBRC/PT 38 39 D SHEET LEGEND 31.22 CL +02.97, 14.381E w . S � � Q v .I/ �/ .I/ .I/ .I/ .I/ S _ ° r I •. �/ +85.85, 0.00' 31.86 TBRC .I/ D 64 +22.75, 14.501E 40 41 < -ELE. & DESCRIPTION FINISHED GRADE ELEVATION BLOCK 17 ,4/ .I/ \I/ BLOCK 17 14/ \1/ o • ` • . 31.80 CL/PT . \4/ \4/ 42 43 CR I ,1 I STA., OFFSET SIDE Mir I r W CR .. « r n ,1, 32.56 TBRC/PT FINISHED GRADE SLOPE s +02.97, 0.00', , BLOCK 17 +63.63, 14.501E 1 BLOCK 9 1 14/ .I/ .I/ .1/ .I/ 14/ v I. .1 rn a31.90 CL 32.58 r. �ITBRC/HP/MA 1. -� - .I/- -w .I/ .I/ �I/ .I 1 0.499;50% +22.60, 0.00' a« •<a - - - - - - - - - - - - X0� - 14 i 00 ° . . L-I, --j- \1/32.00 TBRC/PC ° +67.65, 14.501E �i�d GRADE BREAK I .5 A.+51 28, 14 0'L''.. if a. z o a TS1 32.63 CL HP cn .%•.i, ,-.':.'.:<:'��L', 1"'a�';:i'i.;:j;''.': �l/ 0 1 -�. d�° p. / m 0.50% O 00 0 . , +67.65, 0.00' Z :-= ` s '' ° I 4 CIVIL ACRONYMS o CR 31.16 TBRC/PC �° 0 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS uj w +82.18, 14.50'R o 1% FOLLOWS: rn 5 v« « W • HIOHF� 16+oo SCA N. rn _ 30.89 CL/PT 31.76 TBRC/PT' °:. STA. - ROADWAY STATION FROM CENTERLINE N. BACKCOUNTRY PL. +20.00, 0.00' RE�OOP I ° 31EA 1 .17 TBRC +02.98, 14.62'R I 2 - -W. LOST RAPIDS ST. - CL - ROADWAY CENTERLINE �' 27 - n BLOCK 17 +85.87, 14.50'R III c�TT PC - POINT OF CURVATURE 31.86 TBRC CR • SUB IVISION NO. 1 PT - POINT OF TANGENCY BLOCK 17 +22.75, 14.50'R o 3 I ELE. - ELEVATION 30.85 TBRC/PT ' ri L - STATION OFFSET LEFT �I/ I +20.00, 14.50'R �< BLOCK 17 ° : 0 32.61 CL/PT o,�. � � � +63.63, 0.00' . .� .;. °<....^ R STATION OFFSET RIGHT ` TBC - TOP BACK OF CURB I 59 58 57 56 32.04° CL/PC CR • M/a RIM - RIM OF STRUCTURE +51.28, 0.00 .: Q. �f. ,. LIP - LIP OF GUTTER BLOCK 17 32.56 TBRC/PT MA - MATCH EXISTING • 32.00 TBRC/PC SW - SIDEWALK +63.63, 14.50'R I/ 5.,., SCOTT RIDGE EP - EDGE OF PAVEMENT z ° ' I U DIVISION N0. 4•4 `� .RIB �, �/ a as ,�, `• 52 +51.28, 14.50'R BLOCK 17 �\ .� FL - FLOW LINE 0 51 O TOC - TOP OF CONCRETE o s 50 32.58 TBRC/HP/MA �/ HP - HIGH POINT N +67.65, 14.50'R BLOCK 14 PCC - POINT OF COMPOUND CURVE 15 I •f •. 48 47 46 45 r POC _ POINT ON CURVE INT INTERSECTION PRC - POINT OF REVERSE CURVE ••.:.1: � .! a 30 SHEET NOTES I �, �, �, �, �, �, S: A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. I ° S B. SEE SHEET C1.3 FOR STREET LIGHTING, PAVEMENT < . �/ .�/ `L `L `L `L `L `L v `L `L `L ' :. `L MARKINGS AND SIGNAGE PLAN. C. SEE SHEET C2.3 FOR ROADWAY DETAILS AND TYPICAL ROAD SECTION. Ln W D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO J TOLERANCES WILL BE ALLOWED. 0 Ln z O N . HI HFIRE LOOP ROADWAY PLAN AND PROFILE E. ALL STATION AND OFFSET LABELING RELATED TO EACH off 0 30 60 90 0 3 6 9 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD z Q ALIGNMENT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z F. SEE SHEET C4.1-C4.2 FOR STORMWATER PLANS. O z c_n Z z KEYNOTES Q C) INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Lu CR SUPPLEMENTAL STANDARD DRAWING SD-702. > Q OSAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) O SCA AND PAVEMENT PATCH PER ISPWC SD-303 AND Ln Q Q ACHD REQUIREMENTS. Lu O CONST2541 (0 2541 TS1 SHHEETRC2.3 STREET SECTION PER DETAIL 1 ON 0 Lu CD CONSTRUCT GUTTER SECTION PER DETAIL ON � CD SHEET C2.3 Q Q II J LO Lu N O o = 2538 N 2538 N (/) O 0 m w o II _ of z �w 2535 2535 0 a -0.55% 2532 - - - - - 2532 ° - - - d - d Z 0 2529 2529 v 0 m vi z Z z 2526 2526 0 z Z a 0 E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 u 2523 2523 PHONE kmeng181p.com6939 Co z 0)Co DESIGN BY: BSR o0 0o rn rn rn o o �n rn r� 3 0 Ci o 0 0 o � 0 _� o C° ^_ °'• � o N N `n CV N DRAWN BY: BSR d MCi M M M M r7 ro N N o N N N N N N N N N N N N N to LO N LO N N N N N N N N N N N N CHECKED BY: KWK V F DATE: 08/23/24 0 PROJECT: 24-188 0 s 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 SHEET NO. 8 a N d 22114 OF R W N RV_pSa 30.0 9/4/2024 14.5' 14.5' 1 .0' LEVEL CL—TBC CL—TBC LANDING TYP. - 2% 2% 3: 1 MAX w \ \ \ \ 1 \ a.... . .: ..:. ......:.:.::...: A-* a / O O O O \ 3 ROLLED CURB 8c GUTTER N z \ \ PER ACHD SUPPLEMENTAL \\ \ o STANDARD DRAWING SD-702 L 2 w 2.5" OF PLANT MIX PAVEMENT (CLASS III) af 4" OF 3/4"—MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1 . 14" OF 6"—MINUS PIT—RUN SUBBASE. SEE NOTE 1 . 8" OF COMPACTED SUBGRADE NOTE: 1 . BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY ALLWEST TESTING AND ENGINEERING, INC. DATED AUGUST 6, 2018. Z 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1 /2") MIX, PG 58-28. TYPICAL ROLLED RB ROADWAY S Scale: NTS Ln Ln 99 O z 2 ' — 8 9 - 8 z Q z 9 99 9 ))1 — 2 1 — 6 0 z 1 - 099 > o WJ � w Q °° z o> Z) Q a a O � Lu 99 4 Ln C) p[ Q Lu Q — � — O 99 4 BAR CONTINUOUS (TYP . OF 3 oQ 6un 99 W O 6 " - 3/4 MINUS CRUSHED °C 2 " MIN . COVER AGGREGATE BASE MATERIAL 0 a X NOTE : N M PROVIDE FIBER EXPANSION JO NTS AT 45 ' CENTERS AND CUT JOINTS AT 15 ' CENTERS . d z 0 Z a u v N O W W vi z Z TYPICAL CONCRETE VALLEY GUTTER DETAIL 0 Q 2 Z NTS 1(m 0 E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 0 PHONE(208)639-6939 kmengllp.com N DESIGN BY: BSR z 3 DRAWN BY: BSR d z s CHECKED BY: KWK V F DATE: 08/23/24 Z 0 PROJECT: 24-188 u SHEET NO. N d SEE SITE PLAN GRADING LEGEND R 1" 2.5" ASPHALT PAVEMENT (SEE NOTE) SEE GRADING PLAN 2 FINISH GRADE - - � ;� ��14 ASPHALT ;rr:,�:r:s-,- ,".. 4.0" OF 3/4"-MINUS 25.29 �1C, ° "'="""``"'" '' ._--t'°' �• CRUSHED AGGREGATE BASE FINISHED GRADE ELEVATION � o•� .Oo tti oa cl3Y@Bo}�C"go.0 e�°C•Qo = . ..T � ...,=,> FG 10.0" OF 6"-MINUS PIT-RUN SUB-BASE �2114 ic) \\\�\\\\\\\\ \\\\\\\\\ �'' o•oo•o0 0° 1.50% FINISHED GRADE SLOPE o,cJ o II I II I II I II I II I II III III I II s o o - - - - - - IMPORT BACK FILL OR APPROVED Qf �Q 4" MIN. COMPACTED �°O C' °o NATIVE MATERIAL. COMPACT AND ��2626 --�- FINISHED GRADE CONTOUR �f' Sa GRAVEL BASE COURSE °O O O O PROOF ROLL SUBGRADE. (95 MIN A R�� PROCTOR COMPACTION) NOTE: _2645- EXISTING GRADE CONTOUR 1. STREET SECTION PER GEOTECH REPORT PREPARED BY SITE CONSULTING, 9/4/2024 NOTES: \\/\\/ LLC., DATED SEPTEMBER 9, 2021. 1. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 5' MAX SPACING. 2. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL 2. MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700. BE A SP-3, 0.50 INCH (1/2") MIX, PG 64-28. GRADE BREAK THICKENED EDGE SIDEWALK WITH 6" REVEAL ASPHALT PAVEMENT SECTION DRIVE ISLE NTS 1 Scale: NTS CIVIL ACRONYMS uj �- - �� - - - - - _ _ \ _ ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a PRESCO RIDGE o FA/ PI 41 Pi PI� - - - - - � - - FOLLOWS: 62 +/- \I/ \1 4/ Si ° . s . . � A/ � + I SUBDIVI NO. 6 s 31.65 +/ STA. - ROADWAY STATION FROM CENTERLINE m ° . MA I I CL - ROADWAY CENTERLINE I I i 4s -31.34- 31.34-P 31.34-P ° 31.34 P CP5 31.87 ° 31.87a° 31.87 ICP5 s 0 SW a SW a SW 0 SW I SW I SW 0 SW i� �< - ° ':� 1a. 'ws _ r'cS `I' 3 .213 °s J I PC - POINT OF CURVATURE PT POINT OF s I- ELE. - ELEVATION TANGENCY s 31.87 32.34 32.36 32.36 I-32.36-P r' OC 1 I U SW 4 SW 0 SW �� �I / / L - STATION OFFSET LEFT \I/ A/ BLOCK 17 SW SW ° 1 I BLOCK 17 ° - - - R - STATION OFFSET RIGHT y . s TBC - TOP BACK OF CURB I I (:fee° ..: s • 32.83 w 32.83 32.83 32.83 LIP - LIP OF GUTTER N O13 I J 31,39� °� BLOCK 17 SW Q i SW I SW 0 SW � ` _ _ SW _ SIDEWALK z - _ CP5 I z TOA TOP OF ASPHALT 0 14 I I � A/ 31.62 SW I I 32.25 BLOCK 13 TOC - TOP OF CONCRETE cn SW '� CP5 30 31 32 33 SW/MA TOE - TOE OF SLOPE/WALL � I PRESCOTT RIDGE TOW - TOP OF WALL w uj uj > v J v v v v V 36 v S v 1 � SUBDIVISION N0. 4 GB - GRADE BREAK � 1 MA - MATCH EXISTING 37 3g N 3 BLOCK 17 I ,,, 39 L I SHEET NOTES m J' J J' s \1 N 40 41 N I 64 A. SEE SHEET C1.1 FOR GRADING NOTES. BLOCK 17 y ° B. SEE SHEETS C2.1-C2.3 FOR ROADWAY IMPROVEMENT 0 o s. - 30 83 30.93 31.03 31.14 31.21 31.32 e 31.42 a I PLANS. TBRC TBRC TBRC BLOCK 9 /a M�� I 30.74 TBRC Q TBRC' TBRC �; TBRC 31.52 ° TBRC, . TBRC d 31.62 �31 73 • BLOCK 1 I C. SEE SHEET C2.3 FOR TYPICAL ROAD SECTION. ��d 2 TBRC TBRC � N a 31.84 u, \ 31.95 I d z I TBRC N. HIGHFIRE LOOP \ TBRC . TBRC • ° / KEYNOTES l r 2 32.06 32.13' ° ° :�: d ° del/ I `r't',>:':>.ir, `:.' ;;i .;': '. l -.:`:.s.Sj .', J X " a• I _ s S31 TBRC TBRC r9 I °32.26 32.58� TBRC' °32.36 3247 e :s INSTALL CONCRETE PATHWAY 5 FOOT WIDTH. TBRC- ' CP5 ° °. ` I I !�• .. .,....:. 9S0 30.95 ° 31.05 31.15 ° - TBRC/MA` M/a ° I - ' ° 31.34 `31.46 TBRC I M a O 31.68 \ REVEAL PER DETAIL THIS SHEET.WALK WITH 6 33.42 +/ A/ �/ A/ �/ RC, TBRC TBRC' TBRC 31 56 d° INSTALL THICKENED EDGE SIDE WA •. d° 3 \ I MA O .: TBRC a� TBRC 30.83 • 31.76 ® 30.69 TBRC TBRC TSR I TBRC CP5 �. ..° e TBRC INSTALL ASPHALT PAVEMENT SECTION PER DETAIL N. BACKCOUNTRY PL. TBRC 30 97 TBRC PRESCOTT RIDGE AP1 NO. 1 THIS SHEET. CP5 a31.98 2 SUBDIVISION NO. 1 W. LOST RAPIDS ST. / 27 ° TBRC BLOCK 17 TBRC. 32.09 \ / <aI f I 33.30 +/- BLOCK 17 °. ' ' 32.16Lc - 3 \ I 32.27 MA 31.32 °° ° TBRC TBRC TBRC TBRC 32.47 32.56 I I - A/ sw �< BLOCK 17 \. a 32.12 TBRC d TBRC/MA t 1 30.82 Cq MIN M/a TBRC 59 58 57 56 C ' ° a f 33.20 +/- 26 55 54 53 e CP5 .°da I MA ..ao API TSR BLOCK 17 \I, -� s. PRESCOTT RIDGE °e ,Rly� J I 30.94 30.97 52 51 BLOCK 17 °r.• °���� SUBDIVISION NO. 4 O TBRC/HP / I ' z Z d Ai °.W I s TBC HP O 50 I ' Q < ' 33.10 +/- O �' N I BLOCK 14 z Z 15 MA v ° �V w 48 '1 \� 30.87 30.87 30.87 30.87 30.87 N CP5 O 45 J I 0 Q 30.93 SW SW SW SW FG I I I \ �• a. -I TBRC A/ 31.27 31.28 31.27 3 .27 \ O O \ 30 2g / w Z 24 O P% SW SW SW G \ 33.00 +/- ° a 44 A ° I ' • w MA 2531 .Fi P 'P4 o w 2i hi 31.68 31.68 31.68 II PRESCOTT ° 30.78 �� SW SW SW 31.68 1 m z > W SUBDIVISION NO. 3 I I TBRC FG I } I Q > A 31.05 : PI •L.. . 31.64 Q 23 ° 31.64 31.64 31.64 1 p[ 32.89 +/- � SW \ CP5 � � A/ � � � � � \ ,I, SW SW SW SW I Y �f w _ OL / I ) - - 1 MA / ° CP5 \ A/ .I/ A/ .I/ A .I/ � � � s -� _I =fib-1= l: r PI. O ; w - 30.64 30.51 \/ 53 \/ .I/ 41 � I/ .I/ .I/ A/ 31.64 O TBRC TBRC FG s ' / - - - Z a e' 31.59 \1/ �I/ 31.59 \I/ `I/ 31.59� \I/ I \I. \I/ � \1/ A/ � � \I/ I vr. � I � � � - 22 ® ` SW SW 31.59 31.58 z BLOCK 7 I O SW 32.78 +/- ^7 ° •. , °. y I v t J 131.59\I/ v t V J v W z I SW S . IMA N /Q •s . SW sr / I Q OC 30.46 Id id Id Id Id�-Id Id I Id °s° 31.59 • TBRC/LIP r 30.71 SW I kd\ ' s 31.59 I I �\ 4 `SW I SW s id I I L \I/ \ A/ 32.08 CP5° (/) 32.50 +/- s `30 '..s SW A I°u MA iy\\ ° 1 SW 59 I I I y I BLOCK 17 30.56 \ BLOCK 17 i �d � � \ \ � d 1 A/ ° I I TBRC CP1 30.46 BLOCK 17 ° : 31.59 > I TBRC LP s. �a �. SW 32.1 1 +/- 20 60 / 61 62 2532 63 / \I, �� SW I s 7 MA 64 A/ ° 31.59 v� 30.66 30.71 SW I I TBRC TBRC/MA 31.70 +/- 19 I s O 30.71: X ®MAC \ I t .; I I I / I TBRC/MA ° . 7 N 31.00 +/- I 31.60°+/- :31.60 + - 31.59°+ - ate. \ ,MA / / 31.59 +/- 31.59 + - / q 18 ,MA MA I -MIN .� _ _ _ ;MA MA - MA / 'e e 6 s 15 _ 51.59 \ 30 d a d d MA a t Raw BLOCK 17 / \ N / 31.59 +/- A/ _ W. WILDFIRE DR. / MA a` / A/ I Z \ a < / Q \ x: Z . 31.58 +/- a MIN / MIN M/a MIN MIN° MA 31.58 +/- M/� -� / °MIN ° M/° MIN M/a M/a M/a M/a s MA NORTH DISCOVERY WAY Z MA E N G I N E E R I N G \ MI 35 36 37 38 39 I %\. \31.58 +/- v 0 4 �aa • ` 5725BOISE,IDAHO 3713 ' BLOCK 10 PRESCOTT RIDGE SUBDIVISION NO. 3 L 40 d \ \ \ PHONE(208)639 6939 kmengllp.com N I •.\I I I I j ` \ 1 I / / 1° DESIGN BY: BSR DRAWN BY: BSR o I I ���� CHECKED BY: KWK DATE: 08/23/24 GRADING IMPROVEMENT PLAN PROJECT: 24 188 0 30 60 90 SHEET NO. ti Plan Scale: 1" = 30' C3. 1 a N d SHEET NOTES SS\ptAAL 1. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY EN5 NOTES. 2. SEE SHEET C4.2 FOR STORM WATER DETAILS. 22114 3. GROUNDWATER ELEVATIONS ARE LISTED IN SEEPAGE BED •s. s s I_ 1 s TABLE ON SHEET C4.2. FOR ADDITIONAL GROUNDWATER DP5 INFORMATION AND WELL LOCATIONS, REFER TO THE YARD INLET 12 20' of 6" 0.56% YARD INLET 18 I "MID-SEASON GROUND WATER REPORT" PREPARED BY �� OF a� DP5 25' of 6" @ 0.56% NCB RIM:2531.34 20' of 6" 0.56% NCB RIM:2532.36 20' of 6" © 0.56% DP5 I I I a SITE CONSULTING LLC, DATED 7/31/23. CONTRACTOR TO r-4N RV_pS RIM:2531.34 DP5 RIM:2532.36 YARD INLET 21 NOTIFY ENGINEER IMMEDIATELY IF GROUND WATER IS RIM:2532.83 ENCOUNTERED. THE SEEPAGE BEDS SHOULD BE YARD INLET 10 INV IN:2528.53 6" INV IN:2529.46 6" INV OUT:2528.53 6" YARD INLET 19 SUMP:2529.94 NCB 3 NCB RIM:2531.34 DP5 DP5 20' of 6" ® 0.56% INV OUT:2529.46 6" � n EXTENDED INTO THE POORLY GRADED GRAVEL WITH RIM:2532.36 NCg INV IN:2529.94 6' SAND, WHICH SHOULD HAVE AN INFILTRATION RATE OF 9/4/2024 SUMP:2528.29 SUMP:2529.58 INV OUT:2529.9_4 6" 20' of 6" @ 0.56% ,° . I - , <1 ,1, 4IN/HR OR GREATER. REFER TO THE "GEOTECHNICAL INV IN:2528.29 6" YARD INLET 15 INV IN:2529.58 6" I I I�f.. .� � I RECOMMENDATIONS REPORT" PREPARED BY SITE INV OUT:2528.29 6" NCg RIM:2531.87 YARD INLET 17 INV OUT:2529.58 6" 20' of 6" @ 0.56% DP5 y CONSULTING LLC, DATED 7/11/2022. SUMP:2528.98 RIM:2531.87 NCg SDCO 4 INV IN:2528.98 6" SUMP:2529.20 I 1 YARD INLET 22 I °, I 4. PROVIDE WATER-TIGHT SEALS AT PIPING ED INV OUT:2528.98 6" INV IN:2529.20 6" I ENTRANCES/EXITS FOR MANHOLES AND CATCH BASINS. RIM:2531.43 �. RIM:2532.83 _ SUMP:2528.24 INV OUT:2529.20 6" NCB _ _ I I fi. SUMP:2530.06 20' of 6" 0.56% 1 1 5. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE w PI PI PI PI PI ��- INV IN:2528.24 6" - - - - - - - - - _ DP5 `- INV IN:2530.06 6" Lu r PI - I COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF o � INV OUT:2528.24 6" DP5 25' of 6" ® 0.56% ,. ° =s° . W �-•,.. 1 °. � � � � � � � � � � IN OUT:2530.06 6' . I ROW OR WHERE COVER IS GREATER THAN 2 FEET THE - - - i 2 20' of 6" ® 0.56% DP5 I ° I STORM PIPE SHALL BE ADS N-12 HP PIPE OR \4, PRESCOTT 1 �L �L L �L �L ! / PI PI PI 'Pi PI PI I I NL \1L �L �L \11 1L 1 � SUBDIVISION N0. 3 p/ APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN Ah DP5 70' of 6" ® 0.56% v� INV: 2529.80 ,y ,R 1 ••20' of 6" @ 0.56%� DP5 A LESS THAN 5-FEET OF SEPARATION BETWEEN S 'f STRUCTURES. 1 .L L ED / , PI I • % YARD INLET 24 1 T H ISPWC YARD INLET 11 6. ALL DRAINAGE STRUCTURES SHALL BE PER S WC �, YARD INLET 14 I I RIM:2532.83 NCB 1 _ _ STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. 1 I I * RIM:2531.34 RIM:2531.87 NCg �, SUMP:2530.29 PI P STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC Nj, ED80' of 12" 0.00% NI' �' • SUMP:2528.42 SUMP:2528.85 _ .t' Py PI° INV OUT:2530.29 6" I RATED LIDS UNLESS OTHERWISE SPECIFIED. i INV IN:2528.42 6" INV IN:2528.85 6" 1 1 N \1' \1' NI' �' �' �' INV OUT:2528.42 6" INV OUT:2528.85 6" 13 1 SDCO 3 r f „ I 1 _ 7. THE CONTRACTOR SHALL COMPLY WITH ALL THE z � 14 1 � � N DCO ° 25' of 6" ® 0.56% `I' 20 0 6 @ 0.56% DP5 BLOCK 13 I REQUIREMENTS FOR STORM WATER DISCHARGE 0 RIM:2531.19 32 I 1 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES cn `1 SUMP:2527.86 �' �° DP `Y I I 1 I IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPPLu j INV IN:2527.86 6" 25' of 6" 0.56% I PLAN PREPARED FOR THIS SITE, REGULAR SITE w DP5 85' of 6" 1® 0.50% 10' of 6" ® 0.56% DP5tSUMP:2528.64 YARD INLET 13 .S DP5 I �''.. I `i' - INV OUT:2527.86 6" I RIM:2531.34 NCg I I V) a INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE 1 I � � I 4 DP5 3 a I 1 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN BLOCK 17 DP5 BLOCK 17 INV IN:2528.64 6" I I THE NPDES GENERAL PERMIT. I SGT 1 35' of 6" ® 0.56% SDCO 1 55' of 6" ® 0.56% sa RIM:2530.83 SG1 INV OUT:2528.64 6" LA CO . .l I 1 64 8. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN a O ENGINEER AND ACHD. RIM:2532.24 INV IN:2527.56 (N) ' ` ° INV: 2529.32 YARD INLET 23 SUMP-2528.04 \1, INV IN:2527.56 (S) ,INLET 1 , � N RIM:2532.83 NCg ; 1 `L I I 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM O O INV IN:2528.04 6" DP5 INV IN:2527.06 (E) "' RIM:2530.37 IC4 I S DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN t t SUMP:2527.10 '"'. �, UMP 2530 17 1 J NV OUT:2528.04 6" INV OUT:2526.86 INV IN:2530.17 6"5' of 12" ® 1.00% INV OUT: 27.10 12" ,. MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER INLET BAFFLE:2526.46 % ? • a'. INV OUT:2530.17 6" ,, PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH INV OUT:2527.10 12" '6 d oOUTLET BAFFLE:2526.96 r - 1 SECTION 8018 OF THE ACHD DEVELOPMENT POLICY w w w .. RES TT (RIDGE- �- - - �- -� 20, of 6" ® 0.56% DP5 I 10 NO. 4MANUAL AND ISPWC SD-623.^^ \ D I S ° .v OW .� �' N. HIGHFIRE LOOP w .P DP5 SB s s s 3 3 w KEYNOTES r . �d :....:. :..:... LET 1 I YARD INLET 9 '• ` ' - 10 of 6 ® 0.50% ... .. ... ,.....:..: s YARD IN 6 NCB RIM:2532.24 RIM:2531.87 NCg " `� Q �, eg:1 .a UTILITY MAIN/MAIN CROSSING O I • INLET 2 s ° Mil- MAINTAIN HORIZONTAL AND VERTICAL SEPARATION ,. SUMP:2528.0937 w _ .r :. •;::-........:...:: :.:.:.::, ;::. >. N. �. ° SUMP•2529 09 INV IN:2528.09 6" 'k � ° V IN:2529.09 6" �, OF THE POTABLE WATER AND NON POTABLE IC4 I d.• : oT 3 6"SD 6"SD SUMP:2527.37 IN PIPELINES SEWER, STORM DRAIN, IRRIGATION, w INV OUT:2528.09 6" : .p asi INV OUT:2529.09 6"-s 3 O DP5 INV OUT:2527.37 12" s w w w w w w AMENITY, ETC.), PER CITY OF MERIDIAN I 25' of 12" ® �1.0a% " YARD INLET 20 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER DP4 ° � s RIM:2532.36 NCB P ESCOTT RI GE W. LOST RAPIDS ST. NOTE 2, SHEET C1.1 FOR MORE INFORMATION. YARD INLET 8 A.25' of 6" ® 0.50% • ° Ib- I I I q, O EDSUMP:2528.22 RIM:2532.13 I, 2- s' S_ of 12" ® 1.00% SUMP:2529.69 Sk�BDIVISION 0. 1 INV IN:2529.69 6" s I UTILITY MAIN/SERVICE CROSSING ..� I I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION DP1 ° •>' ° ._ INV OUT:2529.69 6" s 3 s s s s s s s- INV IN:2528.22 6" `� 10' of 6" ® 0.50% OF THE POTABLE WATER AND NON-POTABLE INV OUT:2528.22 6" DP5 °sn• BLOCK U `4 • . ° ° `� • © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a. "° Via- AMENITY, ETC.), PER CITY OF MERIDIAN DP5 25' of 6" ® 0.50% e<• `L a v REQUIREMENTS. SEE SEWER NOTE 3 AND WATER �\ NI, NI NI $ o �. ! I NOTE 3, SHEET C1.1 FOR MORE INFORMATION. YARD INLET 7� � L.-s U) 3LOCK 17 EDSUMP:2528.34 RIM:2532.02 '°' SDCO 2 .I 1 _ Ln ° PRES RIDEAL 'RIM:2530.74 DCO J ° I '% bu IS NO. 4 IC4 INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED Ln INV IN:2528.34 6' 'L I DRAWING R ACHDA. /�I I °° SUMP:2527.61 1 ) O z INV OUT:2528.34 6'. o `-'s CURB PER ACHD SUPPLEMENTAL STANDARD Ln a /�45' of 6" ® 0.50% <n � :INV IN:2527.61 6" Q SKr'° INV OUT:2527.61 6" 1 I I �, I BLOCK 14 INSTALL 12" ADS N-12 HP POLYPROPYLENE PIPE. z J EDYARD INLET 6 pp5 15 NI SUMP:2528.55 RIM:2531.91 ° 1 3 : 1 �' Ia I DP1 LENGTH AND SLOPE AS LISTED ON PLANS z ZQ `1' w � 55 � I I I ED INSTALL 12" PVC PERF PIPE PER BMP 20. OINV IN:2528.55 6" \ � %, . 1I LENGTH AND SLOPE AS LISTED ON PLANS. 0 z INV OUT:2528.55 6 . ° s. ° I PI 'P.I ' ' • : PI 1 N 1 I 30 INSTALL 12" C900. _ F ,11 \11. o NI, 1P � DP4 LENGTH AND SLOPE AS LISTED ON PLANS. > Q LLJ z 3 1 _ _ W ED25' of 6" 0.50% I In �' �' �' �' �' 4' 1 �' 1 DP5 LENGTH AND NSTALL 6" SLOPEAS LISTED ON PLANS W W YARD INLET 5 -�, �, � �, � � � °, � �, � �, � I ' �, I NCB RIM:2531.91 i ,: `� a 45 11 I I a 1 INSTALL SEEPAGE BED PER m z \ > SUMP:2528.69 � � � � � Nv Nk Nk Nk �, 3 �. SB # DETAIL ON SHEET C4.2. Z) Q O Ln off INV IN:2528.69 6rr 1 : .PI I..... of I _ . °.: I I I _ O INV OUT:2528.69 6" `� 1 ° I CD INSTALL 1,000 GALLON SAND AND GREASE TRAP 0 � a- O PER ISPWC STANDARD DRAWING SD-624. LJJ - 16 1 e w JL - SIG - -� � � � � � � � � � `_IP . 6 rPI. 1 s S 1 � 1 = DP5 25' of 6" C�? 0.50% YARD INLET 4 �.< `I' `1' `I' `1, I � � � `I' `1/ `I' `I' `I' `I' `v Nv \V Nv Nv � � � � •1/ .I• �, 3 a I OW CONSTRUCT OBSERVATION WELLS PER ACHD 2017 1 .. P1 F O STORMWATER DESIGN GUIDELINES SECTION 8200 0 W W N s STANDARD DRAWING BMP 20 AND ACHD RIM:2531.77 1 �` :'? °.ti-.?`•' '�:'.�` I .t/ .t, .t/ .t/ .t/ .t/ .tr .t/ .t, .t/ .t/ .t/ .t/ .tr .t/ .tr .t/ .t/ .t/ .t/ �.. . � � � NCB `. I �1 SUPPLEMENTAL STANDARD DRAWING SD-627. W Q SUMP:2528.82 I 1 rn 22 s. 3 ,1, ,1, ,1, ,1, � ,1, \V ,1, ,1, � ,1, \V ,i, u, ,1, ,1, � ,1, 14 ,i, INTERNAL WELL SHALL BE INSTALLED 5-FEET V z INV IN:2528.82 6" INV OUT:2528.82 6" 1 ,1 ° `. . •.' S': •1 a r c� 1 f• FROM THE END AND EDGE OF THE BED. OUTSIDE ° • 3 i Q � � � � � � � � � � � WELL SHALL BE INSTALLED A MINIMUM 50' FROM O o a - - 1d -Id d�Id d Id s I a_ I THE PERIMETER OF THE BED. PLACE THE WELL z Q DP5 25' of 6" C�? 0.50% NI, • ,I, ,I, /d .1. .I. •11 .1, .I. .1. ,t' .1. I '. IN THE SIDEWALK FOR PROTECTION. THE PORTION ONCB YARD INLET 3 tO -Is �/d e OF PIPE LYING IN DRAINAGE SAND MUST BE U Q RIM:2531.77 BLOCK 17 21 s s 1 `1' I `1' `1' `1' `1' `I' `1' I' , `i 3 s: I a WRAPPED IN DRAINAGE GEOTEXTILE, TYPE I (ISPWC SUMP:2528.95 U) � � � \11ld �, \1, 14, \1, I SECTION 2050 w Q INV IN:2528.95 6" ��/ f INV OUT:2528.95 6" 1 BLOCK I w d r INSTALL 6" NYLOPLAST INLINE DRAIN OR BLOCK 3 I NCB APPROVED EQUIVALENT. RIM AS NOTED. DP5 25' of 6" ® 0.50% .. ' .� t /d .I. .I. .I• .I. .I• .I• a Ni, INSYARD INLET 2 I c `� V. ,e a DCO RIM TAND ALL 4INVDERTI SGASC NOTED. UT. NCB RIM:2531.77 r'y o SUMP:2529.08 (- - • � � INV IN:2529.08 6" X 11 INV OUT:2529.08 6" ,... .•:•� s f / m DP5 25' of 6" @ 0.50% I `, s I rd YARD INLET 1 1 I .1, ° d / a r NCB RIM:2531.77 1 !° ZSUMP:2529.21-M/� o INV OUT:2529.21 6" a , 3 f _ • z .Q.. .. d .. ... •d _ 3 �►. ..'. O a o .... -,� T w w w w w w w w w w w tom- ... � . / e.. W ° W v N w_+ d ♦ / OQ WILDFIRE DR. d° Z w w s s s s s s s s s s s s s s s a M/a-�-M/a M/a-o�M/a nn�a°. a M nn a .a •. ip /C9 J IV A `I' 1 37 38 39 M�yd ° s �° a / • /�, BLOCK 14 14 E N G I N E E R I N G ° \41 N4, I NI, �, 36 \ S72S NORTH DISCOVERY WAY 1 L ��`�• �' � BOISE IDAHO 83713 o _ _ o PR SC%OTT RIDGE UBDIVISION 0. 3 d A. s ry :d. a � Ni/ i BLOCK 10 40 S \ °R�w `I'°// `I' PHONE(208)639-6939 co 1 / kmengllp.com N I ��d a• . \ /Q DESIGN BY: BSR 3 :°' DRAWN BY: BSR z s CHECKED BY: KWK V DATE: 08/23/24 u DRAINAGE IMPROVEMENT PLAN Z PROJECT: 24-188 0 SHEET NO. 0 30 60 90 Plan Scale: 1" = 30' C4. 1 a N d SHEET NOTES SS\ptAAL 1. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY EN5 NOTES. 2. SEE SHEET C4.2 FOR STORM WATER DETAILS. 22114 3. GROUNDWATER ELEVATIONS ARE LISTED IN SEEPAGE BED TABLE ON SHEET C4.2. FOR ADDITIONAL GROUNDWATER INFORMATION AND WELL LOCATIONS, REFER TO THE OF �q@ .i. "MID-SEASON GROUND WATER REPORT" PREPARED BY ►` '��s a 1 SITE CONSULTING LLC, DATED 7/31/23. CONTRACTOR TO �rA 25 y. NOTIFY ENGINEER IMMEDIATELY IF GROUND WATER IS ENCOUNTERED. THE SEEPAGE BEDS SHOULD BE 3 EXTENDED INTO THE POORLY GRADED GRAVEL WITH w / INLET 4 IC4 I v SAND, WHICH SHOULD HAVE AN INFILTRATION RATE OF 9/4/2024 RIM:2530.21 4IN/HR OR GREATER. REFER TO THE "GEOTECHNICAL U) \,INLET 3 SUMP:2526.94 RIM:2530.21 IC4 SGT 2 RECOMMENDATIONS REPORT" PREPARED BY SITE SUMP:2527.21 PI INV IN:2526.94 12"INV OUT:2526.94 12 R SG1 " IM: 2531.30 CONSULTING LLC, DATED 7/11/2022. 24 INV OUT:2527.21 12" -,,INV IN: 2526.59 INV OUT: 2526.39 .-pr 4. PROVIDE WATER-TIGHT SEALS AT PIPING INLET BAFFLE: 2525.99 ENTRANCES/EXITS FOR MANHOLES AND CATCH BASINS. OUTLET BAFFLE: 2526.49 • -� 3 BAFFLE SPACING: 20" 5. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE w 23 ;.Pr "r COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF o ROW OR WHERE COVER IS GREATER THAN 2 FEET THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR OW APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. S B 2 .� .1/ .� .t/ .� .� .l .� .t/ .lr 6. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC 22 ,�, �, �, �, ,�, �, �, �, STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. . ° s STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED Ln 35' of 12" ® 1.00% 25' of 12" 00.00% DP3 ,i, ,1 id 7. THE CONTRACTOR SHALL COMPLY WITH ALL THE z 3 DP1 �� '' REQUIREMENTS FOR STORM WATER DISCHARGE p 21 s `t . a-1.. ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES Ln N OW IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 5;PLAN PREPARED FOR THIS SITE, REGULAR SITE w BLOCK 17 w INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THEaf 25' of 12" ® 1.00% BLOCK JIF 1 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN ED T•. v THE NPDES GENERAL PERMIT. 20Oa _- 8. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN 19 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER pk PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH • •: SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. ci %-d z 3 1.a - a . �­4 KEYNOTES "' . UTILITY MAIN/MAIN CROSSING w ,, ,, . ,., 'o.. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE DRAINAGE IMPROVEMENT PLAN SEEPAGE 6 E D #2 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. Ll) CDINSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED (/') CURB) PER ACHD SUPPLEMENTAL STANDARD O z DRAWING SD-604A. z EDINSTALL 12" ADS N-12 HP POLYPROPYLENE PIPE. LENGTH AND SLOPE AS LISTED ON PLANS z EDINSTALL 12" PVC PERF PIPE PER BMP 20. - LENGTH AND SLOPE AS LISTED ON PLANS. NO TREES ARE ALLOWED WITHIN L Z INSTALL 12" C900. 10' OF THE OUTSIDE PERIMETER FINISHED GROUND DP4 LENGTH AND SLOPE AS LISTED ON PLANS. > Q LJJ J ELEV. - "A" (MIN.) OF THE SEEPAGE BED INSTALL 6" PVC. Q KEY Q ED LENGTH AND SLOPE AS LISTED ON PLANS m z W W ELEV. - "B" 1. 1.5 FEET OF ASTM C33 FILTER SAND. INSTALL STANDARD CONCRETE CATCH MANHOLE Lu 3 2. 3/4" - 2" ANGULAR ROCK.3. 1811 PER ACHD SUPPLEMENTAL STANDARD DRAWING� PERFORATED PIPE. INSTALL PERFORATIONS PER 2017 ACHD SD-611. (./� - O W ELEV. - "C" STORMWATER DESIGN GUIDELINES DETAIL BMP 20. ?' 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL INSTALL SEEPAGE BED PER LLJ a Q S w ENGINEER. SB # DETAIL ON SHEET C4.2. z = 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 5 EQUAL MEETING SPECIFICATIONS STATED IN ACHD STORMWATER DESIGN INSTALL 1,000 GALLON SAND AND GREASE TRAP w G Q w GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND CD 0 E PER ISPWC STANDARD DRAWING SD-624. SIDES ONLY. j 6. SEASONAL HIGH GROUNDWATER ELEVATION IS EXPECTED TO REMAIN AT W 0 CONSTRUCT OBSERVATION WELLS PER ACHD 2017 A DEPTH OF 5' TO 14'. REFER TO THE MID-SEASON GROUNDWATER =w OW STORMWATER DESIGN GUIDELINES SECTION 8200 I n F--J REPORT PREPARED BY SITE CONSULTING, LLC DATED 7/31/2023. 2 w m STANDARD DRAWING BMP 20 AND ACHD w Q CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF o GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM SUPPLEMENTAL STANDARD DRAWING SD-627. z w DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS INTERNAL WELL SHALL BE INSTALLED 5-FEET O cn HIGHER THAN ANTICIPATED. FROM THE END AND EDGE OF THE BED. OUTSIDE U Q LO 7. INSTALL GROUND WATER OBSERVATION WELL PER ACHD WELL SHALL BE INSTALLED A MINIMUM 50' FROM SUPPLEMENTAL SD-627. EXTEND TO A MINIMUM OF 1-FOOT BELOW THE PERIMETER OF THE BED. PLACE THE WELL w THE BOTTOM OF SAND. THE PORTION OF PIPE LYING IN DRAINAGE IN THE SIDEWALK FOR PROTECTION. THE PORTION ELEV. - "D" SAND MUST BE WRAPPED IN DRAINAGE GEOTEXTILE, TYPE I (ISPWC OF PIPE LYING N DRAINAGE IN D MUST BE M Z r1 SECTION 2050). WRAPPED INDRAINAGE GEOTEXTILE, TYPE II (ISPWC SECTION 2050 MAX. HSGW NCB INSTALL 6" NYLOPLAST INLINE DRAIN OR OR ROCK WIDTH VARIES, APPROVED EQUIVALENT. RIM AS NOTED. ELEVATION SEE TABLE THIS SHEET DCO INSTALL 4" DRAINAGE CLEAN-OUT. RIM AND INVERTS) AS NOTED. X SEEPAGE BED SCALE: NTS m GENERAL NOTES LL A. GROUNDWATER IS EXPECTED TO REMAIN AT A DEPTH BETWEEN 5' TO 14' BELOW EXISTING GROUND. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF z GROUND WATER IS ENCOUNTERED. REFER TO THE "MID-SEASON GROUNDWATER REPORT" PREPARED BY SITE CONSULTING, LLC DATED 7/31/2023. z B. BEDROCK IS EXPECTED TO BE ENCOUNTERED AT DEPTHS GREATER THAN 14' BELOW EXISTING GROUND. REFER TO THE "GEOTECHNICAL RECOMMENDATION u REPORT" PREPARED BY SITE CONSULTING, LLC DATED 7/11/2022. N C. ALL MANHOLES AND SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. D. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. E. BED WIDTH SHALL REMAIN CONSTANT. F. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT F FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. a G. STORAGE VOLUME DOESN'T INCLUDE SAND FILTER. Z H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. a I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. 3 0 a E N G I N E E R I N G S72S NORTH DISCOVERY WAY BOISE,IDAHO 83713 SEEPAGE BED TABLE PHONE(208)639 6939 kmengllp.com co BED LENGTH BED WIDTH AVG. BED 100-YR VOLUME DESIGN INFILTRATION N SEEPAGE BED (FT) (FT) DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. PROVIDED (CF) RATE (IN/HR) DESIGN BY: BSR Z 3 DRAWN BY: BSR o SB #1 80 15 3.5 2530.85 2529.35 2526.86 2525.85 2522.Ot 2,082 4.0 CHECKED BY: KWK V SB #2 25 10 3 2531.36 2529.86 2529.86 2526.86 2522.4t 381 4.0 DATE: 08/23/24 Z PROJECT: 24-188 u u SHEET NO. 4. N d KEYMAP �p�AL BEN �% 22114 N.HIGHFIHE LOOP BLOCK 17 q�f 1qP STA: 11+18.58 STA: 11+69.47 m :`.`> . - F F F OF INV: 2525.90 INV: 2525.90 0 STA: 10+48.57 �f'� ❑S� rINV: 2525.70 L: 24.0' L: 24.0' \ I STA: 1 1+03.03 ' STA: 11+99.55 .:;`: < �F L: 24.0' STA: 1 1+52.54 ■ STA: 10+15.39 STA: 10+65.67 INV 2525.90 INV: 2525.90 SSMH L-2 28 INV: 2525.90 9/4/2024 INV: 2525.70I I INV: 2525.70 L: 24.0' L: 24.0' STA: 12+03.54 OFFSET: 0.00' F � < - L• 24.0' L• 24.0' L: 24.0' r 23 24 25 ° (N: 727186.64, E: 2435438.21 3 19 :• 20 21 a ,.: 22 a 4 ,, .a �,..`::'A?. F F BLOCK 17 < o `� US 0 0 ° d • 6a 36 Y F F F F F < °. u SHEET NOTES s s s N s s s s s s's F F F Lu m �. � � � � A. SEE SHEET C1.1 FOR GENERAL NOTES. o N. HIGHFIRE LOOP 44 F�s,so < F F F PRESCOTT RIDGE SUBDIVISI B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE.0. 3 w w w �w w w w w w w w y s"sD .s S C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' SSMH L-1 I M ,M IN �• .' . BEYOND PROPERTY BOUNDARY. STA: 10+00.00 OFFSET: 0.00' N: 726983.11, E: 2435436.17 F F F F < < �+ D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD o 29 MANHOLE TYPE A PER ISPWC STANDARD DRAWING COVER ER ISPWC STANDARD D AWINGE SD-507 AA D MANHOLE COVER � " PI PI f y PER ISPWC STANDARD DRAWING SD-508. 37 °°' e • Q � ° N z E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC O s F F F 59 a.. 30 STANDARD DRAWING SD-51 1 A AND SD-512. MINIMUM Ln ' 60 �.'. COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. uj uj 3:4 ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM Lu w D-3034. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE LENGTH OF THE SERVICE. F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS N . H I G F I R E LOOP SEWER PLAN AND PROFILE FROM CENTER OF MANHOLE TO CENTER MANHOLE. PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE 0 30 60 90 0 4 8 12 OF MANHOLE. G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =4' SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR o TO INSTALLATION. SERVICE LENGTH AND INVERT ARE z BASED ON SD-511A. STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT. KEYNOTES 2545 2545 UTILITY MAIN/MAIN CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. 00 0) 0 _ UTILITY MAIN/SERVICE CROSSING 2540 0 - to N 2540 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 0 of in N c0 `� OF THE POTABLE WATER AND NON-POTABLE +0�Lo N J +to © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, z = N 0 AMENITY, ETC.), PER CITY OF MERIDIANLn ••N - 0 N > REQUIREMENTS. SEE SEWER NOTE 3 AND WATER N > > N ZEE: NOTE 3, SHEET C1.1 FOR MORE INFORMATION. LLJ (n FE K O J O REMOVE CLEANOUT AND CONNECT TO EXISTING Z z O 2535 2535 Cxs 8" SEWER MAIN. z Q offO J IZ 12" STORM DRAIN z CROSSING Ln z INISHED GROUND > Q z z z w Q 2530 - - - - - - - - - - 2530 mz ZLnp w LLJ '-) XISTI G GROUND ( I"1 O 2525 PARRALLEL WATER MAIN 2525 O J LLJ w off O LL U cn w = w cn z 2520 VC @ -1.00% 2520 of 8" Pvc ® 0 a 2515 2515 X N M >1 CO n 1 z 0 z v 2510 2510 0 m vi C7 z a x z 0 2505 2505 ENGINEERING o S72S NORTH DISCOVERY WAY BOISE,IDAHO 83713 c . (0 0 rn � o ' ONo 'n � PHONE(208)639-6939 u 0 o of o o o kmengllp.com co Ln LO `n � N Lo LO LO `n V) N N N N N N N N N N N DESIGN BY: BSR z 3 DRAWN BY: BSR d z 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 CHECKED BY: KWK V F DATE: 08/23/24 0 PROJECT: 24-188 0 u SHEET NO. 5. 1 N d KEYMAP SS\ptAAL . {d 22114 °, I T 45 O O T T T T T T T T T T T T T T e , s 46 48 ' j° 47 � � ° N.HI6HFIflE LOOP �� T N .9 T j. 50 51 52 ° T T T T T T �� d.. I r,� BLOCK 17 44 4, BLOCK 17 T o 41� T 24 T 53 54 55 T 9/4/2024 I T T O T M T SSMH Q-3 BLOCK 17 56 57 58 59 25 RISC TT RID E STA: 10+31.45 STA: 10+65.81 OFFSET: 0.00' rn U B D I N . 4 Q INV: 2527.60 N: 727186.00, E: 2435763.71"' r. T L: 22.8' ° STA: 10+06.06 STA: 10+43.17 STA: 10+65.81 STA: 1 1+26.51 .•j. O �' INV: 2527.60 INV: 2527.60 INV: 2527.60 INV: 2527.15 T I J T v L: 20.1' L. 23.9' L: 27.3' L: 27.8' SSMH Q-2 SHEET NOTES w a STA: 1 1+07.64 STA: 1 1+47.64 STA: 12+36.33 OFFSET: 0.00' T A. SEE SHEET C1.1 FOR GENERAL NOTES. o r N b ° STA: 12+0911\ .48 ° a °• US c� a INV: 2527.15 INV: 2527.15 N: 727218.58, E: 2435596.33 26 L: 24.4' L: 31.7' INV: 2526.60 I B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. z 9 7 T °..` L: 25.1' STA: 12+98.45 T M STA: 1 1+90.96 STA: 12+33.58 INV: 2526.10 C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' T T BEYOND PROPERTY BOUNDARY. INV: 2526.60 INV: 2526.60 L: 21.1' 27 s s FRESs S ° ' L: 21.7' L: 30.3' STA: 12+68.57 STA: 13+09.50 STA: 13+37.80 SUBDIVISION NOS, 1 I S vi- INV: 2526.10 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD 2 S +00 I : 25 INV: 2526.10 INV: 2526.10 S MANHOLE TYPE A PER ISPWC STANDARD DRAWING ° L: 21.1' L: 21.1' SD-501. INSTALL MANHOLE FRAME AND COVER PER ^^ EX. SSMH L-4� M S ; ; T: T ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER STA: 10+00.00 OFFSET: 0.01' s Gs..s I PER ISPWC STANDARD DRAWING SD-508. N N: 727178.73, E: 2435829.12 M ® T T T T Z E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC O M " - STANDARD DRAWING SD-51 1 A AND SD-512. MINIMUM v� S S '1'' < ''i``' >13+ COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. e�.s ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM w • o o T N. HIGHFIRE LOOP 'I` '1` 'I` D-3034. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE f' STA: 10+10.10 ,t, M M M T o ,�, r 4, ,1 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE INV: 2527.60 STA: 10+80.98 ° M M INV: 2527.60 y LENGTH OF THE SERVICE. T L: 43.4' STA: 10+36.70 . . : &.. a.> 'r 'r T T INV: 2527.60 L: 35.4' F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS L: 40.7' I STA: °1 1+60.55 T a T °�e,.o°. r • rn SSMH_Q-1 FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. STA: 11+12.79 °� , . T _ STA: 10+49.01 INV: 2527.15,1, ,1, ° b . ,�, o STA: 13+63.04 OFFSET: 0.00 PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE INV: 2527.60 INV: 2527.15 L: 38 8' N: 727219.84, E: 2435469.6: OF MANHOLE. N L: 47.6' I STA: 1 1+99.82 STA: 12+27.68 ' • L: 39.4' STA: 1 1+33.64 STA: 12+59.55 STA: 12+94.64 •STA: 13+58.05' r T T T T T INV: 2526.60 INV: 2526.60 S G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER INV: 2526.60 INV: 2526.10 STA: 13+19.17 INV: 2526.10 ,� SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY r INV: 2527.15 L: 41.4' L: 37.1' BLOCK 17 RE�C , RID E T L: 35.4' L: 35.4' INV: 2526.10 L: 35.4' EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR UBDIV 1. .�4 c�, I L: 43.7' T L: 35.4' STA: 13+33.26 T T T T 2$ T N ��1y INV: 2526.10 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE z I 4\ /T' L: 35.4' 'r T T T BASED ON SD L: STATIONING TAKEN FROM 36 °' CENTERLINE OF SEWER ALIGNMENT. 43 42 41 40 :�'�• r 35 34 33 32 31 30 29 T o T T T T T BLOCK 13 ,I, T BLOCK 17 T T T T T KEYNOTES 39 T T• T T T UTILITY MAIN/MAIN CROSSING i�. F� Id Td i� o. T O 38 37 T T r , .�TQ� MAINTAIN HORIZONTAL AND VERTICAL SEPARATION �' ° F "F .' `9 BLOCK 17 0 OF THE POTABLE WATER AND NON-POTABLE 1 I I T T T I T of nry I �., T T T T O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN N . HIGHFIRE LOOP S W E W E R PLAN AND PROFILE REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING 0 30 60 90 0 5 10 15 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 5' © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN L.n W REQUIREMENTS. SEE SEWER NOTE 3 AND WATER J NOTE 3, SHEET C1.1 FOR MORE INFORMATION. 0 LL V) CXS REMOVE CLEANOUT AND CONNECT TO EXISTING z z 2545 2545 O 8 SEWER MAIN. z Ld U)" Ld O z 00 V � � N z (0o > o zQ Lo � o � � � N � N 2540 - - w 2540 NN +) '� � � N N � Lo0 N rN Q S (n +L0Z) Cl+IMNN H Lo +� NN C7 +� N W z L (n Np = Nzz O m NZZ p = NZ Q LJJ w Ld .F Z W .. Z Z Z Ln F Z Z Z � .. Z , ^ Q > v , W w � � � 2535 2535 0 w 0- NISH GROUND O W LU 2530 - - - - - - - - 2530 O XISTING GRO NO � V / vV w V y PARRALLEL W ^ z IL 2525 2525 125 of 8 P C ® -1.00% 2520 770 of B P c @ -1.0" a 2520 m 6 of 8 PVC ® -1. d m r` z 2515 2515 0 a u v 0 m vi 2510 2510 a x z 0 z E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 2505 2505 PHONE(208)639-6939 co kmengllp.com N L L N N o M 0) c0 00 ' 00 r n DESIGN BY: BSR z . N O I� N 0) I- 3 ,�� N P)- N ro N ro o 0 0 0 0 o DRAWN BY: BSR L 0 n M M o N N N Lo N N Lo N N N N N N N N N N N CHECKED BY: KWK V F DATE: 08/23/24 ° 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 PROJECT: 24-188 SHEET NO. 5. N d SHEET NOTES SsotAAL A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. \CrENS B. SEE CITY OF MERIDIAN STANDARD DRAWINGS FOR WATER DETAILS. 22114 C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. q�f QF 14P D. WATER MAINS SHALL HAVE A MINIMUM OF 48" AND A �r�N R�❑S� MAXIMUM OF 72" OF COVER DEPTH. SEE SEWER SHEETS C5.1 THROUGH C5.6 FOR PARALLEL WATER MAIN �� I PROFILES. 9/4/2024 E. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, AND ACHD REQUIREMENTS AS NEEDED. S c> U) 3 I PI Pli PI PI PI PI PI PI PIS � �• � � � � � � �� � � � � � � �\I/ \1/ \I/ A/ \I/ \I/ � � °s 1 ° ° KEYNOTES PRESCOTT / PI PI PI• •PI I I I I I I I ° , .`1/ \V `1/ \V J/ \I/ J' \I/ HSUBDIVISION NO. 3 " P UTILITY MAIN MAIN CROSSINGp s f SO 6s 4/ \1/ a\I/ I \I/ \1/ 3 J MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 1 S a"sp piT If 11 PI OF THE POTABLE WATER AND NON-POTABLE rn I BLOCK 17 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, e I 1 _ _ _ AMENITY, ETC.), PER CITY OF MERIDIAN BLOCK 17 s1 _ FH `-f � PI PI P REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 9.1-FIRE HYDRANT ASSEMBLY PI° —�� NOTE 2, SHEET C1.1 FOR MORE INFORMATION. <s BLOCK 17 1-8" MJ X MJ 6" FLG TEE m 13 1-6" FLG X MJ GATE VALVE GU ' - UTILITY MAIN/SERVICE CROSSING 14Ln N: 727220.26, E:2435650.50 TEE c� BLOCK 13 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION PRESCOTT RIDGE NON- POTABLE 29 30 31 32 33 34 35 36 1-8" MJ 1 1.25' ELBOW E11 I SUBDIVISION NO. 4 PIPELINES POTABLE OF THE (SEWER, STORMATER NDRAINON IRRIGATION N N: 727232.15, E:2435589.43 3 I © ( Z � W W _ AMENITY, ETC.), PER CITY OF MERIDIAN O 37 a REQUIREMENTS. SEE SEWER NOTE 3 AND WATER v) BLOCK 17 � 28 A/ O 38 39 3 NOTE 3, SHEET C1.1 FOR MORE INFORMATION. �' > w ui D - _ LF OF PVC S E45 1 8" MJ 45.0 ELBOW s o D D D O O REMOVE EXISTING PHASE VALVE, CONNECT NEW 8" rn a WATER MAIN TO EXISTING 8" WATER MAIN. m _u N: 727233.36, E:2435466.44 s \ v e 64 CON BLOCK 17 o ° y • 40 41 42 43 I INSTALL 1 1.25' BEND MJxMJ AND THRUST BLOCK. d d 0 0 d • D WSM 1-8" MJ 11.25' ELBOW E11 I CD SIZE AS INDICATED. (MJxMJ) �b 20 LF of 8" PVC �' J' - a < J' e r4.' N: 727197.99 E:2435764.93 I BLOCK 9° BLOCK 17 _ a INSTALL 45.0° BEND (MJxMJ) AND THRUST BLOCK. 1-8" MJ 45.0' ELBOW :1 ° I v CD J O N: 727219.26, E:2435452.03 W yy yy e�', d ; D I `-' 3 ° SIZE AS INDICATED. S -M M 125 LF of 8" PVC e FH INSTALL FIRE HYDRANT PER CITY OF MERIDIAN �, ° s STANDARD DRAWING W8 AND W9. - s s s s N. HIGHFIRE LOOP W ' p `n INSTALL GATE VALVE (MJxMJ). M : .. s 180 LF WN �n Q NOTED. z a � GV SIZE AND QUANTITY AS s s g I I .a;': :;.::. : ys-^'. :,`:� .::; ;: �, o s of 8„ P ° ' s .. MYlI M INSTALL TEE (FLGxFLG). I T /2 ® s �N �s W �, SIZE, AS NOTED. s I d. TEE soco s CON yy yy ° w INSTALL DOUBLE METER SERVICE CONNECTION PER 1� 3 s ICI w ED CITY OF MERIDIAN STANDARD DRAWINGS W2 AND p b s `n SUeDIVISION N 1 W3, —N. BACKCOUNTRY PL. a� N D s CD D ° a ° g ° ° s — — �, L4 WSM .� s s s 2 — EW. LOST RAPIDS ST. INSTALL SINGLE METER SERVICE CONNECTION `O I I WSM PER CITY OF MERIDIAN STANDARD DRAWINGS x O BLOCK 17 BLOCK 17 D s s s s s s II I ° e- s s s W1 AND W3. e ,v, RETAIN AND PROTECT ° I I o 'WSM EXISTING WATER SERVICE. v n e, a /a. n�11a `n 59 58 57 56 , \� 26 °� s 55 54 53 a °1 e: Lz BLOCK 17 D ° 4/ 70 LF of 8" PVC 777 4 BLOCK 17 ..�� 25 N 44 s Is— J/ O 50 Ln R/ O I BLOCK 14 z z `n 30 29 z Q z I PI PI PI. O �T s oo 3 o� I P API �. J N V � z Ln 1-FIRE HYDRANT ASSEMBLY FH s I > — Lu z o D ° � \1 A/ � � � + \I/ � � 3 I W cn °L° .:<PI EI 5 23 c� 1-8" FL X MJ 6" FLG TEE GV ° I I PRESCOTT RIDGE m z G`I' 1-6" FLG X MJ GATE VALVE N: 727050.34, E:2435450.34 N SUBDIVISION NO. 4 Q LU LU 16 J ° a TEE \I/ \I/ \I/ J/ J/ v/ J/ \1/ J/ J .. ` .I �¢r P . d' r PI s s I \ > \/ \I/ mil/ \I/ + .I/ \1/ \I/ \I/ I \I/ I \I/ 41 A/ I + I I I " .' I I Ir. to P� V � � G ° e' a '.°. • . . ° J I J I J J J J 3 f• _ W D N 12"SD s Id�—Id Id♦ Id Id� Id Id I Id s S 49 � a • BLOCK 17 ° 1 yL /d e O � �/ �ld �/ J/ J/ J/ J/ J/ J/ � 3 � L.I..I I a . N BLOCK 17A. o BLOCK 17 �/d I I I I I s U `n BLOCK 17 L 20Lu p a ° (n 17 64 ° v V` 1 ° 19 s PX1 PX1 O /d s � WSM N �/ .s °, � ° �/` Q 3 �/ PX1 ��� O a �M/a .� _ _ — CON — �« _ •.,� 66 J co 41 / O m R/W M' W—,��-� w w w w w w w w w w w �y� s BLOCK 17 n / a 15 v a d. o — N N N N W —W. WILDFIRE DR. _ w PX1 67 � 3 0 � a s s s s s s s s s s s s s s s a 00 8 _ , .. d A ° °• a -,. d° d a - `I ° a M/a—�, m/a nn/a— -nn/a d M/a e a ° nn/a nn/� nn/a nn/a- —M/8 n1/a= ly v' z , O °° MI ®] v M�a Is, d • v v BLOCK 14 14 Q � /y n 2 d a - - o `n PRESCOTT RIDGE SUBDIVISION N 3 d° s � \V ° 3 � R/`" � � � ENGINEERING N/ :a � � � � 5725 NORTH DISCOVERY WAY hi 2 BOISE,IDAHO 83713 a d' .° Q , PHONE(208)639-6939 4. BLOCK 10 kmengllp.com \I/ A/ \I/ A/ \I I f1/� , 4\k N > s 13 DESIGN BY: BSR .' s Q s DRAWN BY: BSR Z w o a . s CHECKED BY: KWK DATE: 08/23/24 WATER IMPROVEMENT PLAN PROJECT: 24 188 0 30 60 90 SHEET NO. ti Plan Scale: 1" = 30' C6. 1 a N d SHEET NOTES SsotAAL A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. ��CrEN B. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS THE LARGEST DIAMETER PIPE COMING INTO THE FITTING �� 114 LANDSCAPE PLANS ARE NOT COMPLETED OR VALVE. C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL `r� �p CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING q�f 0 SD-403. ��f.�A RV_❑Sam D. CONTRACTOR SHALL REMOVE EXISTING FENCE AS NECESSARY TO INSTALL NEW PRESSURE IRRIGATION • s I SERVICES ON EXISTING MAIN LINES; THEN REINSTALL OR 9/4/2024 REPLACE FENCE AND LANDSCAPING AS NEEDED. 1-4" 22.5' MJ ELBOW 2 3 COORDINATE WITH DEVELOPER, ADJACENT PROPERTY 1-4" 22.5' MJ ELBOW E22 N: 727336.56, E: 2435648.81 E22 OWNERS, AND CITY OF MERIDIAN AS NECESSARY. SEE N: 727348.67, E:2435438.77 O Fj SHEET C1.2 FOR MORE INFORMATION. 100 LF 4" PVC 25 LF 4" PVC 185 LF 4" PVC 25 LF 4" PVC 1: Ir. I E. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND -PI PI PI PI PI �� � �� °1-4" 22.5' MJ ELBOW E22 _ _ _ 1-4" 22.5, MJ ELBOW E22 3 I I F PRESCOT PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, N: 727338.42, E:2435462.82 N: 727326.62, E: 2435672.13 - - - - RSUBDIVISIO AND ACHD REQUIREMENTS AS NEEDED. w.• -1. °1,. ° 1 ., .1.a. 1-4" 45' MJ ELBOW E45 NN PRESCOTT 60 LF 4" PVC N: 727326.00, E: 2435733.71 I I F. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 Lu v I CEI v W W W W W v - O SUBDIVISION NO. 3 S1S PVC OR APPROVED EQUAL. 6"s 1. 25 LF 4" PVC °1 3 s s"so s 1-4" 45' MJ ELBOW G. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE I SIS SIS SIS SIS SIS SIS SIS SIS N: 727308.13, E: 2435751.23 ( CEI I OWNED, MAINTAINED, AND OPERATED BY THE 1 HOMEOWNERS ASSOCIATION. o BLOCK 17 BLOCK 17 SIS SIS SIS y ' • 85 LF 4" PV 3 - ■ v, PI PI PI- H. SECONDARY PRESSURE IRRIGATION WATER SOURCE SHALL �Co. s' `° F_ � � � BE PROVIDED BY THE CITY OF MERIDIAN VIA REDUCED \j, BLOCK 17 PRESSURE BACK-FLOW ASSEMBLY LOCATED ON LOT 1, 0 13 $ _ BLOCK 11 OF PRESCOTT RIDGE SUBDIVISION NO. 1. OI I I I I I I I SIS SIS SIS SIS Q 3 BLOCK 13 I. TOTAL OF SQUARE FEET OF THE COMMON AREALn 14 FN 29 30 31 32 33 34 35 36 LANDSCAPING REQUIRING IRRIGATION. z O I O t O cn v N u a g BLOCK 17 I 28 37 38 39 I Lu Ln 3 KEYNOTES o s o O O UTILITY MAIN/MAIN CROSSING v � ° J \ � \k J s J 40 • W Z a 64 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION BLOCK 17 d 41 42 43 c� 3 ( OF THE POTABLE WATER AND NON-POTABLE o a p p .� s d d • d. " ° PIPELINES (SEWER, STORM DRAIN, IRRIGATION, ° a . I BLOCK 9 AMENITY, ETC.), PER CITY OF MERIDIAN BLOCK 17 _ REQUIREMENTS. SEE SEWER NOTE 2 AND WATER .a . d ° �� I s d ° a • d a 3 s a PRESCOTT RIDGE NOTE 2, SHEET C1.1 FOR MORE INFORMATION. o w w w ° ' SUBDIVISION N0. 4 -M M ,�i � W d � CO N. HIGHFIRE LOOP W UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION ;::r•. :..>:. :, s s s s S W OF THE POTABLE WATER AND NON POTABLE S © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, W 1 J ` s • • + s• M M AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER r W 3 � Soto 6 SD 6"SD s _ NOTE 3, SHEET C1.1 FOR MORE INFORMATION. S ol;° �:. j s w w w w w. v o- w �v XPS Q d m °� ° s s N RESCOTT DICE CEI CONNECT TO EXISTING IRRIGATION MAIN. ,.� s 2 UBDIVISIO NO. 1 W. LOST RAPIDS ST. O COORDINATE WITH CITY OF MERIDIAN PRIOR TO s INSTALLATION. N. BACKCOUNTRY PL. I ° 27 ► --s '� ° �, s 3 d\ BLOCK 17 BLOCK 17 s s 5 3 s s s s s 15 s s INSTALL PI LONG-SIDE SERVICE. XPS �, BLOCK 17 INSTALL PI SHORT-SIDE SERVICE. I 59 58 57 56 3 a /a . Ny SIS �\ 26 55 54 O s O EXISTING PI SERVICE. z -°-sai � 53 BLOCK 17 XPS /XPS 3 . 1-4" 45' MJ ELBOW E45 <e `� s a PRE OTT RID E INSTALL 11.25' BEND (MJxMJ) Q ,RIB E90 N: 727107.24, E: 2435577.45 52 51 BLOCK 17 c� 3 \� SUBDIVISION N 4 E11 SIZE, AS NOTED. 1-4" 90' MJ ELBOW 10, LF 4" PV•CJ I ,�, 50 �, INSTALL 22.5' BEND (MJxMJ) 25 N: 727108.17, E: 2435484.93 E45 BLOCK 14 E22 SIZE, AS NOTED. O Q I R/� 15 ° a - 3 1-4" 45' MJ ELBOW E45 48 's LIS LIS N: 727099.70, E: 2435584.85 1-4" 45' MJ ELBOW O 47 46 45 �, 3 I E45 INSTALL 45° BEND (MJxMJ) z Z XPS o N: 727099.07, E: 2435647.25 ( O SIZE, AS NOTED. W I I fO I LIS I.. I I INSTALL 90' BEND MJxMJ Z Z s. 90 LF 4" PVC 25 LF 4" PVC I �.;I E45 E90 ( ) P al I I 1-4" 45' MJ ELBOW o 30 O SIZE, AS NOTED. O W W �' 60 LF 4" PVC 1-4" 45 MJ ELBOW E45 3 Ts. O N: 727080.61, E: 2435733.90 P PI N: 727081.30, E: 243 67 s. V) Lu � �, � � LIS LIS � � � - XPS a� . LIS 15 LF 4" PVC J � - O O �a I LIS LIS 70 LF 4/ 4/ \1/ \k \v \k4" PVC LIS LIS s 3 23 _ SIS PI - �. O 85 LF 4" PVC \1/ f/ - - de,� e 16 3 � LIS LIS ` . _P I s s Ln z Z XPS v 3 W - O oa 1-4" 90' MJ ELBOW aE90 1-4" 45' MJ ELBOW se P� PI PI PI 0 e N: 727069.74, E: 2435744.56 E22 LIS J LIS CEI N �� W - Q 22 N: 727039.64, E: 2435484.24 Q E45 41 SIS CC • v S 1 S. .1 . 1-4" 22.5' MJ ELBOW a v XPS �2"sD I Id Id d ° d 1•.. N: 727037.93, E: 2435655.05 17 BLOCK 17 170 LF 4" PVC '.1 49 ti O W 3 °IS 1-4" 22.5' MJ ELBOW 21 0. 1 SIS SIS . � E22 , 3 $1$ SIS 80 �d N: 72701 1.07, E: 2435728.73 _ I ` I S° BLOCK 17 I GF 41, p�. ° s � , , a U W c%j XPS BLOCK 17 /d w 3 . 1-4" 1 1.25' MJ ELBOW W BLOCK 17 4/ SIS �e N: 727000.17, E: 2435740.61I E11 a 3 a a (n Ln W 17 3 64 15 LF 4" PVC I / 1 3 XPS s �'. \ � �a CL a . I ° 19 �.s. 65 SIS 8��'� iy I , 1-4" 90' MJ ELBOW E90 X XPS O �, ° a J 726958.03, E: 2435808.03 N I a IF O /a-�/a d�� - d •d -a ., , aa� 4 ' a.S 66 SIS /0 a R/W ! / a � M�/ ��� aW Wa .°W W W W N ° ° w w w w w � BLOCK 17 d / W n V' \w a 3 / W. WILDFIRE DR. ... 67 2 0 z W I W N a` a s s s s s s s s s s s s s s s ;'. Q _ 4 7- _a d �. d _/ \ ryO / Q 3 /M/ M/a-vim-M/a M/a-vr-M/a A a M/ M/� M/a M/a-per-M/a m M/a d � ] 35 M/ . CEI BLOCK 14 14 41 36 37 38 39 s 4 O d " �• \ a _ o N BLOCK 10 PRESCOTT RIDGE SUBDIVISION N 3 d° s 13 E N G I N E E R I N G : :. � � � 40 Raw a S \ , / 5725601SET IDAHO 83713 WAY f PHONE(208)639-6939 kmengllp.com DESIGN BY: BSR zz g DRAWN BY: BSR a z s CHECKED BY: KWK DATE: 08/23/24 PRESSURE IRRIGATION IMPROVEMENT PLAN o PROJECT: 24-188 SHEET NO. 0 30 60 90 ti Plan Scale: 1" = 30' C7. 1 a N d W. CHINDEN BLVD. (HWY 20/26) ,,��a�������y,�� r -EP EP EP NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER CITY OF MERIDIAN ���` �$OFIo UDC AND ARE NOT OPEN SPACE CALCULATIONS. REFER TO THE OPEN SPACE EXHIBIT FOR OFFICIAL QUALIFIED .` �P' .••••..`91y '•, OPEN SPACE CALCULATIONS. Ar OPEN SPACE TREE CALCULATIONS (1TREE/5000SF) '•�vCCA tl � i I LOT QUALIFIED `L' = BLOCK # LOT # AREA (SF) QUALIFIED AREA (SF) AREA (AC) REQ PRVD �v' . .A 9 17 18 672 672 0.02 0 0 �••� hND•••F�Qt�•,, - - \ • 17 28 31,502 31,502 0.72 6 9 ��00881181116"�, 17 49 36,642 36,642 0.84 7 9 TOTAL OPEN SPACE TREES 13 18 - - PATHWAY TREE CALCULATIONS (1TREE/100 LF) L — — BLOCK # LOT # LF CALC REQ PRVD Lu 17 28 789 789 LF/100 8 8 0 / C-G I FUTURE HOSPITAL 17 49 1294 1294 LF/100 13 13 I / TOTAL PATHWAY TREES 21 21 MITIGATION REQUIREMENTS I THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL I TOTAL TREES REQUIRED/PROVIDED 34 39 L' z 0 FUTURE PRESCOTT RIDGE cn SUBDIVISION PHASE TREE PROTECTION NOTES w W — 1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL ROOT ZONE OF ALL TREES AT ALL TIMES THE CRITICAL ROOT ZONE. THROUGHOUT PROJECT. 5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL APPLY A MIN. 1.5" OF WATER OVER THE CRITICAL ROOT . INSTALLED I AROUND IMPACTEDZONE PER WEEK THIS IS A MIN RECOMMENDATION. ON 30 32 34 36 . BY DEMOLITION OR CONSTRUCTION. FENCING SHALL BE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF (MORE I 38 MAINTAINED THROUGHOUT THE COURSE OF THE ENTIRE WATER IS NECESSARY DURING CONSTRUCTION. 33 35 41 43 } DEMOLITION AND CONSTRUCTION PROCESS. 6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION 42 Q BLOCK 17 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY. THE N. HIGHFIRE LOOP Y DEBRIS AND WASTE SHALL NOT BE STOCKPILED WITHIN CONTRACTOR SHALL PERFORM REMEDIAL WORK TO o 0 THE CRITICAL ROOT ZONE. DAMAGED TREES AT THE CONTRACTOR'S EXPENSE. z 27 u W. LOST RAPID ST. 2625 59585756::55 53 S2 s0X ACHD LANDSCAPE NOTES 54 48 46 24 44 51 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR { 47 45 z ZONE OF ALL ACHD STORM DRAIN PIPE, STRUCTURES, OR BLOC 17 + FACILITIES. 21 fi 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL 20 60 61 62 63 64 +. CONTAMINATION DURING THE CONSTRUCTION AND — — - INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 18 19.. .. 65 66 3. ALL TREES SHALL BE PLANTED A MINIMUM OF 5' FROM ALL W. WILDFIRE DR. 67 ACHD CURBS AND/OR ATTACHED SIDEWALK, UNLESS 7/7 PLANTED WITHIN THE PARKSTRIP. ALL TREES PLANTED IN U PARKSTRIP SHALL BE CENTERED. "4 PLANT SCHEDULE NOTE: SEE L2.0 FOR COMPLETE PLANT SCHEDULE. (/) - - p z SYMBOL CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY z Q PRESCOTT RIDGE DECIDUOUS TREES z 0L SUBDIVISION NO. 4 O � �D > 0 Lu Al ACER TRUNCATUM PACIFIC SUNSET'TM 2"CAL. B&B 35 X30 CLASS II 7 (n z PACIFIC SUNSET MAPLE _ w GLEDITSIA TRIACANTHOS'SKYLINE GS2 2"CAL. B&B 35 X30 CLASS II 13 w SKYLINE HONEY LOCUST m z > U Lu °C PRESCOTT RIDGE Q Q pSUBDIVISION NO. 3 + FA TILIA CORDATA'GREENSPIRE 2"CAL.B&6 45 X35 W CLASS II 13 2 PRESCOTT RIDGE GREENSPIRE LITTLELEAF LINDEN , n Q I.0 SUBDIVISION NO. 1 �•J w _ o w Q EVERGREEN TREES J • PP3 PICEA PUNGENS 6'-8'B&B 60'X30' EVERGREEN 3 ~ Q COLORADO SPRUCE U O PINUS FLEXILIS'VANDERWOLF'S PYRAMID U PV VANDERWOLF'S PYRAMID PINE 6 8 B&B 25 X15 EVERGREEN 3 W z -10 SOD/SEED PRESCOTT RIDTURF SOD GE v w / TOUS SUBDIVISION NO. 2 TR RH ZOMATOUSOTA L FESCUE SOD 49,650 SF a_ z 0 z u II a N O M Q z zz mz z Q v U N Y 0 Z Lu z — — — — — H All u z 0 u I z 3 a w a LANDSCAPE COVER Z E N G I N E E R I N G 35725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 0 150 300 450 ti PHONE(208)639-6939 " Plan Scale: 1" = 1501 kmengllp.com z z 3 DESIGN BY: KAC a CONTACT INFORMATION DRAWN BY: KAC u OWNER/DEVELOPER LANDSCAPE CONSULTANT CHECKED BY: KAC o HUBBLE HOMES, LLC KM ENGINEERING, LLP DATE: 08/23/24 701 S. ALLEN ST. #104 5725 NORTH DISCOVERY WAY PROJECT: 24-188 w MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 SHEET NO. CONTACT: AUSTIN EDWARDS PHONE: (208) 639-6939 3 PHONE: (208) 433-8800 FAX: (208) 639-6930 L1.0 EMAIL: oedwards®hubblehomes.com CONTACT: KAYLEE CANDRIAN, PLA a EMAIL: kcandrian®kmengllp.com N d 9 8 3 4—RN 3—BF 10—SM 5—CK3��5—HS 3—BF 5 1 8 7 1 PLANT SCHEDULE ...% ,, ,TEDFID�g�'•, 2—PP 1—PV 3—GS2 2—FA 5—HS 3—BF 5—CK3 9—MM 3—BF 4—RN 4—GS2 I �`� C. ���N •,�O ., PI PI W I W W W PIS ®® ® p O p O + + + + + + + + O O' O O ® ® W w w W w w w SYMBOL CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY �•� w . w . w . y w w . ., w . . . . w w = • , PI° PI PI PI PI w WWWWWWW WW WWWWWW w w wWWWwWWWwW � Ww w w 15 DECIDUOUS TREES Zv `� • W W w / Wtw W W W W W W W W W W s 4-SM 6"S w p 6^ W W s' W W W W W W w I AJ ACER TRUNCATUM 'PACIFIC SUNSET`TM 2'CAL.B&6 35`X30` CLASS II 7 A 9 7839 \� HS- S Pj I I PI I '• •• •• W w W w w W W w W W 0 s w W w W w PACIFIC SUNSET MAPLE ' • 9/O•:.�f�• • • •L`9NDSCA4� . • RG2-4 �' �' . °. w . . w W w W W W w W W W W W 5—CK3 30 32 5 34 36 w 0 4—RN 2—AJ , O GLEDITSIA TRIACANTHOS`SKYLINE' ou GS2 SKYLINE HONEY LOCUST 2"CAL.B&B 35`X30` CLASS II 13 w w O w W W W W W w 5—HL2 W W W W W W W W W W + I � 11 W 12W W 3—HS W o + 31 33 v W 5—LM2 1 TILIA CORDATA`GREENSPIRE` g w w W W W W W W W W W W W W W w W W W W W W W W N 29 35 w w 41 43 � + FA 2"CAL.B&B 45`X35` CLASS II 13 W w W W w W w w W 13 W W 6 W + 3 a ® 1-FA 1 7 GREENSPIRE LITTLELEAF LINDEN L4 + w 5-CK3 FA- 3-RG2 W W 37 �, I 4 WWWWWWWWWWWWWWWWW28 W . . w . wW . . 4—RN LM2-5 4—SS2 W 39 I EVERGREEN TREES a PP3 rest w w w w W w . 4—SM HS-3 I 4�wn°"° o WW W W W W W W W W W W W W W s a v SS2-4 PICEA PUNGENS W w W W W W W W W W W W W W W W W W W W W W W W b y W RG2-3 O 40 42 i 16 z PP3 COLORADO SPRUCE 6-8'B&B 60`X30` EVERGREEN 3 w w w w w W w W Q a w 4. a a I non, ' 40 W W W W W F W ° 7r- PINUS FLEXILIS`VANDERWOLF`S PYRAMID` BLOCK 17 w w w <Q 4-RG2 BF_2 I 1 PV VANDERWOLF'S PYRAMID PINE 6'-8`B&B 25`X15` EVERGREEN 3 w . w . w . w . w . w . w . w . w . w . w . w . w w r a `� a 3—HS � W w w w w f 0 � � a �T W W WWWWWWWWWWWWWWWWWWWWWWWWWW �' N. HIGHF LOOP OOP W W a EXISTING TREES N W I EXISTING TREE TO REMAIN Z M S S 3 S 3 S S S W S °Q s 1 � I PER PRESCOTT RIDGE SUB.N0.1 a O W vi a ° I SP EXISTING VARIES 10 yy n �' a LANDSCAPE PLAN.PRESERVE AND PROTECT. to W SEE KEY NOTES AND TREE PROTECTION NOTES. W "SD* W6"�D �6�S� _ � � � v � >o y, s s I W W � � H_ W W W W W W W W W W s SM-5 ° o s s S w w — w SYMBOL CODE BOTANICAL/COMMON NAME SIZE MATURE HXW CITY AJ— e W W N S 4—SM P HS— ° o o s 1 SHRUBS _ 3 4—RG2 `� S S 3 `� 2 5-CK3 BB-4 D p o S s I S o BF BUXUS MICROPHYLLA`FAULKNER` 2 GAL. 4'X3` 14 LM2-5 `s 6 1 1 O FAULKNER BOXWOOD 5—HL2 FA— w ;. + 5—RG2 > P �'° o HYDRANGEA PANICULATA`LITTLE LIME' } + HL2 2 GAL. 4•X4' 16 �_ 0 3 O 4—SS2 W W Q LITTLE LIME HYDRANGEA 59 57 W s< p ,` I Y ROSA X'NEARLY WILD` I 0 0 RN NEARLY WILD ROSE 2 GAL. 2'X3` 16 0 2—GS2 SS2-4 % Q / W 3—HS N v z 3 RG2— ® 4—BB 1 N GRASSES w W 52 ® —FA Is- 3 5—CK3 RG2-4 50 I °C � � BOUTELOUA GRACILIS`BLONDE AMBITION' 4—RG2 S8 56 I I Z 1yC BB BLONDE AMBITIONS BLUE GRAMMA GRASS 1 GAL. 3 X3' 33 ° a o GS2— M _-1—AJ SM-6 BB-5 W 5—LM2 54 5 ® 46 c I 1 •_j CK3 CALAMAGROSTIS X ACUTIFLORA`KARL FOERSTER` 1 GAL. 4'X2' 30 w 2—SS2 1—FA MM- HS- v FEATHER REED GRASS 9—SM Wit, � _ 3—MM 5—LM2 I +} MM MISCANTHUS SINENSIS`MORNING LIGHT` 1 GAL. 5•X4' 25 24 44 PI PI P[ w 6 I -yvf' EULALIA GRASS 51 I SCHIZACHYRIUM SCOPARIUM`STANDING i , P PI w W GS2- RG2-7 4-RG2 SS2 OVATION` 1 GAL. 3•X3` 23 N W W W W W W ® W W W W W W 47 45 I 16 STANDING OVATION LITTLE BLUESTEM g w w w + + w 2—FA MM-3 6—BB _ HL2 o —° a W W w W W W w W w W W w W W-�W W w WW W w W 3—HS 1—MM BB—3 1 PERENNIALS 23 0 WWWWWWWWWWWWWWWWW WWWWW WWWWWWWWWW W WWWWWW IW PIW I 6—LM2 6—RG2 FA— HS-3 � O I HS HEMEROCALLIS X`STELLA DE ORO` 1 GAL. 1•X2• 40 WBLOCK 17 STELLA DE ORO DAYLILY LJJ w w w w w w w w w w w w w w w w w w w w w w w w 1° u= W w W W w W W W w 3 W W W w W w w w W W W W W W w w +, ®® 0 I W ;WI W P W I LAVANDULA ANGUSTIFOLIA'MUNSTEAD` (n w-_ wLn �. ® LM2 1 GAL. 2'X3` 49 o W 5 O g + I F MUNSTEAD ENGLISH LAVENDER p w w w w w w W w W W w W W w w 49 w W W W W W w W w W RUDBECKIA FULGIDA`GOLDSTRUM` Q 22 Z s w w w +W w w w w w w w ti • ) RG2 1 GAL. 2•X2' 65 z ® + w W W W W W w W w w w W W W w W W w W w I �/ GOLDSTRUM BLACK-EYED SUSAN J SALVIA NEMOROSA'MAY NIGHT' ' ® 7 SM MAY NIGHT SAGE 1 GAL. 2'X2` 66 O N 12"SD Id T Id Id♦ I Id Id I ° Id a1°W W W W w W W W H�- -� 1 W 2—SS2 W W W /d / W W W W W W W W W W W W W W 1B SYMBOL Y W ° 1 1—FA ° W W W W W W W W W W W Lw S OL CODE BOTANICAL/COMMON NAME CONT CITY — w 1—AJ MM— /y + W c > zQ N W RG2-5 MM— FA— �\ s. + W f-G2 W w W 11 OTHER W_ 2—SM ld w f w W 1. I) LLJ J N _ 6 LM2-7 RG2-7 EXISTING LAWN,SHRUBS,AND PERENNIALS 7 \ � 1—AJ ® W W W W W W EP2 TO REMAIN PER PRESCOTT RIDGE SUB.NO.1 NONE 8,670 SF m z / W 10 GS2— 1 1—AJ o ii° �W W W W W Q LANDSCAPE PLAN.PRESERVE AND PROTECT. Q O Lu 20 1-PV W 1 S w w SEE KEY NOTES 60 61 62W w W W w W 15 63 SM-8 , SOD/SEED W — cif F w 64 MM-.3 W � W ,, nn 0 w TURF SOD RHIZOMATOUS V W W w W PV- W / W W 3 TR SOD 49,650 SF W ` z RHIZOMATOUS TALL FESCUE Q Q J s I ' q ° a W 65 �. LM2-6 /y w w W W ° a s SM-7 s ° / MM— ra. +° + ~ Q 7 FA— KEY NOTES TYPICAL # U 0 BB-3 �/ � � z —W w w w w w w w w v' HL2-3 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL TREES WITHIN TURF AREAS. LLJ w w w w Q CA (n T1 I `� W Q/ ? / ♦ 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT J W. WILDFIRE DR. 67 / / ♦ OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE I W , ♦ �' ADJACENT STREET GRADE. ` > a /� , / ♦ 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK (ROCK) MULCH WITH PERMEABLE FABRIC LANDSCAPE PLAN \ /� WEED BARRIER. MATCH PREVIOUS PHASES. THE USE OF MULCH OR ROCK AS THE ONLY GROUND COVER IN Z ip / ♦ REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. z 0 30 60 90 a `, / ♦ 4 4. 10' EXISTING ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL a� Plan Scale: 1" = 30' 7 /� ¢ / ♦ ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. N / , � / / ♦ 5. INSTALL FLAT—BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE L3.0-2. z o W 6. 5' WIDE PATHWAY. SEE CIVIL PLANS. a w Q 7. 5' HEIGHT CLEAR VISION WROUGHT IRON FENCE. SEE L3.0-8 AND L4.0 FENCE PLAN. w Y 4f 8. 8' HEIGHT SOLID CONCRETE WALL. MATCH PREVIOUS PHASES. SEE L3.0-7 AND L4.0 FENCE PLAN. 3 M 9. EXISTING FENCE TO REMAIN AS A PART OF PRESCOTT RIDGE SUBDIVISION N0. 3 LANDSCAPE PLAN. PRESERVE AND o PROTECT. SEE L4.0 FENCE PLAN. 10. MAILBOX CLUSTER. SEE ARCHITECTURAL PLANS. 0 "� 11. ARBOR STRUCTURE BY OWNER. SEE L3.0-3 REFERENCE IMAGE. Z 3 w 12. PAVILION STRUCTURE BY OWNER. SEE L3.0-4 REFERENCE IMAGE. a Z 13. BBQ STATIONS BY OWNER. SEE L3.0-5 REFERENCE IMAGE. E N G I N E E R I N G 35725 NORTH DISCOVERY WAY 14. FIRE PIT BY OWNER. SEE L3.0-6 REFERENCE IMAGE. BOISE,IDAHO 83713 PHONE(208)639-6939 15. LIMIT OF DISTURBANCE. SEE KEY NOTE #16. kmengllp.com Z 3 16. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN PER PRESCOTT RIDGE SUBDIVISION NO. 1. RETAIN, PROTECT, DESIGN BY: KAC o AND OR ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND PATCH BACK ALONG DRAWN BY: KAC PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW AND EXISTING LANDSCAPE SHALL BE NON N RECOGNIZABLE AND COHESIVE WHEN FINISHED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE CHECKED BY: KAC 0 PLANTING AREAS AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION. THE CONTRACTOR DATE: 08/23/24 o SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THAN EXISTED PROJECT: 24-188 w PRIOR TO THIS PROJECT. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS SHEET NO. N DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO MAINTAIN Z OPERATION OF THE EXISTING SYSTEM DURING THE COURSE OF CONSTRUCTION. 3 ti a N d ��////Ifff1III REMOVE DEAD DAMAGED GENERAL LANDSCAPE NOTES ,• •,S P��oFID��Io�• BRANCHES AND PRUNE TO 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND ;0y�� NL'�•: *10 INTERNATIONAL SOCIETY OF SHOWN ON THIS LANDSCAPE PLAN AND IN THE PLANT EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE •^z y;, , ,� ARBORICULTURE STANDARDS; SCHEDULE SHALL BE THE RESPONSIBILITY OF THE WITH SITE GRADING PLAN. SLOPES FOR TURF AREAS SHALL _ t- • ' �' IMPROPERLY PRUNED TREES LANDSCAPE CONTRACTOR. IF QUANTITIES LISTED DO NOT NOT EXCEED 3:1. '%� : W p (AS DETERMINED BY THE CORRELATE WITH WHAT IS SHOWN ON THE PLAN, THE % �; LA-9 7839 ; ti QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. THIS 10. PRE-EMERGENT HERBICIDE SHALL BE APPLIED PER J' • • •� 41 p LANDSCAPE ARCHITECT) INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, ROCK, MANUFACTURER'S RECOMMENDATIONS AND SHALL OCCUR ,<"IJ�•�9r'O� ?.�f�•• C,••• p p p SHALL BE REMOVED AND • (2)-BVC WOOD TREE p p REPLACE. TOPSOIL, MULCH, SEED OR SOD, EDGING, AND DRIP LINE AFTER TOPSOIL PLACEMENT AND PRIOR TO INSTALLATION OF ��L`9NDSCA4�P`• • STAKES(MIN. 6' HT) p p p QUANTITIES.TRUNK FLARE. LOCATE PRIOR PLANT MATERIALS AND MULCH. ������///////���•• CHAINLOCK pOpO p TO PLANTING. FLARE SHALL 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN TREE TIES BE VISIBLE AFTER PLANTING. LANDSCAPE ARCHITECT OF AVAILABLY OF SPECIFIED PLANT NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. p MATERIAL FROM COMMERCIAL NURSERIES. IF A SPECIFIED PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING 6" MULCH PER PLAN KEEP PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL CONDITION. 3„ MIN 1"-2" AWAY FROM TRUNK + PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. SUCH FLARE ;v CHANGES SHALL NOT ALTER THE ORIGINAL BID PRICE 12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED UNLESS A CREDIT IS DUE TO THE OWNER. FROM AROUND THE UPPER PORTION OF THE ROOT BALL. r FINISH GRADE 3, MULCH AT 3 METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK _ 3" HT. WATERING BASING PLANTER 3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON BALD = - BERM TURF 8" BEDS - UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP w DEPTH� I FERTILIZER TABLETS WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, SHALL BE REMOVED FROM ROOT BALLS PRIOR TO < INC. @ 1.800.342.1885. PROVIDE ADEQUATE MEANS OF BACKFILLING. o -I � -III I FOLD BACK BURLAP FROM PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO III III- I TOP j OF ROOTBALL. _ _ _ �:'. REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD -� � REMOVE WIRE BASKET. - I I-I - = -III h I��I OPERATIONS AT CONTRACTOR'S EXPENSE. OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE NOTE: REMOVE TREATED ROOT- BACKFILL SOIL MIX GENTLY _ ^ [��� 1 BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD BALL PACK BACKFILL USING WATER III=III- _ _ �� 4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH OR SYNTHETIC BURLAP WIDTH " ' o -III III- , r �� THROUGHOUT THE DURATION OF THE CONTRACT PERIOD. COMPARABLE SIZE AND SPECIES AT NO COST TO THE COMPLETELY. REMOVE TO SETTLE SOIL AROUNDI SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS OWNER. ANY SOIL AND/OR ROOTBALL FINISH -� I i I I II 1= =1 I I I=I �[ 1} [ [ THAT REQUIRE MITIGATION, NOTIFY THE RESPONSIBLE MULCH AWAY FROM 8" MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED GRADE I-III-III -III I �_ -� TOPSOIL PERSON IMMEDIATELY. FAILURE TO NOTIFY THE RESPONSIBLE 14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM TREE CROWN AFTER INSTALLATION. PIT SHALL BE A MIN. 2 TIMES WIDER SOIL } } 1s, s PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS EXISTING PLANTING TABLETS. QUANTITY PER MANUFACTURER'S THAN ROOTBALL AT BASE AND A CUT EDGE w - CONDITION. RECOMMENDATIONS. N MIN. 3 TIMES WIDER THAN ROOTBALL ti; ,�. z AT FINISH GRADE. DEPTH SHALL BE f. . = 4"' -'t 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: O NOTES: SAME AS THE ROOTBALL. _ ""��.! x PREPARING ALL PLANTED AREAS. ALL DELETERIOUS N .- �r - ». a .. MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, PRUNING, CULTIVATING, WEEDING, WATERING, AND _ 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED -�.w .if + ; , w STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL 1 �� - AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BE APPLICATION OF APPROPRIATE INSECTICIDES AND STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. REMOVED PRIOR TO ANY FILL OPERATIONS. FINISH GRADES FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF TO TOLOW DECIDUOUS TREE PLANTING AND STAKING DETAIL SHOVEL CUT EDGE ARBOR STRUCTURE REFERENCE IMAGE ANDBHIGHOOTH P INTSNANDVTO PROVIDETPOSIITIVEEMOVE DRANAGE. OWNERS AND DISEASE UNTIL FINAL ACCEPTANCE BY NTS 2 NTS 3 NTS 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS 0 RE-SET SETTLED PLANTS TO A PROPER GRADE AND PER SPECIFICATIONS. SOIL SHALL BE FREE OF HEAVY, STIFF POSITION. CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. REUSE EXISTING SURFACE TOPSOIL IF AVAILABLE. 0 RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE AND REPLACE DEAD MATERIAL. 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED 0 TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED SEEDS, ROCKS, GRASS, OR OTHER FOREIGN MATERIALS AND ONLY IF ORIGINALLY NEEDED. A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT o MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE 0 CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER z RESPONSIBLE TO EITHER: PROVIDE APPROVED IMPORTED DEFICIENCIES BECOMES APPARENT AND WEATHER AND TOPSOIL OR, AMEND THE ON-SITE TOPSOIL. SEASON PERMIT. 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6" MIN.; PLANTER BEDS - 12" MIN.; CURB ISLANDS - 18" MIN.ALL PLANTING BEDS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. - GENERAL IRRIGATION NOTES 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A - UTILITIES ARE SHOWN, OR SHOWN CORRECTLY. CONTRACTOR COMPLETE UNIT PRODUCED BY A SINGLE ACCEPTABLE SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION MANUFACTURER, INCLUDING HEADS, VALVES, CONTROLS, OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY AND ACCESSORIES. DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S * RESPONSIBILITY. 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL LAWN Ir 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND AREAS. DRIP IRRIGATION TO BE USED IN ALL PLANTER INSTALL A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES BEDS. Ln ir ADEQUATE WATER COVERAGE TO ALL LAWN AND PLANTING 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE V) AREAS. THE WORK SHALL CONSIST OF PROVIDING AND CIRCUIT PIPING. WATER VELOCITY IN ALL PIPES SHALL NOT Z INSTALLING ALL MATERIALS NECESSARY FOR A COMPLETE EXCEED FIVE FEET PER SECOND. MINIMUM PIPE SIZE TO 0 SYSTEM INCLUDING POINT OF CONNECTION, PIPE, VALVES, BE 1„ z FITTINGS, HEADS, AUTOMATIC CONTROLS, AND ALL - _ ASSOCIATED LABOR. THE CONTRACTOR SHALL FURNISH THE 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES z - - LANDSCAPE ARCHITECT WITH A SHOP DRAWING SHOWING _ UNDER ALL ROADWAY, PARKING, AND WALKWAY SURFACES. EXTEND 6" MINIMUM BEYOND SURFACE EDGE. IDENTIFY _- THE DESIGN LAYOUT, PIPE SIZE AND TYPE, VALVE ENDPOINTS OF SLEEVING. (/O z LOCATIONS AND TYPE, HEAD LOCATIONS AND TYPE, - ) CONTROLLER LOCATION AND TYPE WIRE SIZING ETC... FOR _ w APPROVAL PRIOR TO CONSTRUCTION. J 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD > 0 : Q PAVILION STRUCTURE REFERENCE IMAGE 5 BBQ STATION REFERENCE IMAGE FIRE PIT REFERENCE IMAGE 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND SURFACES NOT PROTECTED BY A VERTICAL CONCRETE -NTS NTS NTS Co ii FEES REQUIRED FOR THIS WORK CURB SHALL BE PLACED 18" FROM THE EDGE OF THE 0 ROAD SURFACE. z > 0 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR Q O W DEFECTS. 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO Lu PROVIDE 120 VOLT POWER AND ALL REQUIRED CIRCUITS 0 Q 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND FROM THE ELECTRICAL PANEL TO THE IRRIGATION w - U LOCAL LAWS AND ORDINANCES. CONTROLLER. SIZE WIRE AND CONDUIT AS REQUIRED. r n US 6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING 0 w 0 UTILITY SUPPLYING WATER FOR PREVENTION OF BACKFLOW IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW - w Z AND BACK-SIPHONAGE Lu Q CONSTRUCTION, INCLUDING ADJACENT PROPERTIES. REPAIR J INCLUDES BUT IS NOT LIMITED TO PIPING, VALVES, HEADS, ;. ` 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED DRIP COMPONENTS, CONTROL WIRES AND EQUIPMENT, AND Q TO PROVIDE ONE HUNDRED PERCENT (100%) COVERAGE SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR SHALL U WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS O APPROPRIATE. OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING r , Ln } CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS `/ } 8. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL GOOD, OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. (n z - HAVE MATCHED PRECIPITATION RATES WITHIN EACH w 'rt CONTROL VALVE. 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE Q --- x` OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS X �► PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TOInL 9. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE ly� -` = OR OTHER HIGH WATER DEMAND AREAS SHALL BE COARSE OF CONSTRUCTION. CIRCUITED SO THAT THEY ARE ON SEPARATE ZONES FROM 3 - ---- THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED 22. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR WATER DEMAND AREAS. DISCREPANCIES BETWEEN DESIGN DRAWINGS AND ACTUAL 10. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO SITE CHARACTERISTICS. CONTRACTOR SHALL FIELD VERIFY ° REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS ALL INFORMATION PROVIDED ON DRAWINGS. CONTRACTOR _. SHALL STOP CONSTRUCTION AND CONTACT THE OWNER STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. IMMEDIATELY FOR FURTHER DIRECTION IF DISCREPANCIES N x -~ }• 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM OCCUR. PSI IS ADEQUATE TO FURNISH AND INSTALL A COMPLETE 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE z _ �:.�;;1+-y' - - = -^ ..• _ IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE WATER IRRIGATION CONTRACTOR SHALL PROVIDE A NEAT AND LEGIBLE - COVERAGE TO ALL LAWN AND PLANTING AREAS. SHOULD AS-CONSTRUCTED IRRIGATION PLAN, AN OPERATION AND dr ,,ep !.ti:. �. h: THE PSI BE LESS THAN ADEQUATE, NOTIFY THE MAINTENANCE MANUAL, AND UP TO (8) HOURS OF ORIENTATION L,rAgg�: .. .� �,, :•+� ,;;;•.-.'.,:.. . ARCHITECT IMMEDIATELY. IN THE EVENT THAT THE AND/OR TRAINING FOR THE OWNERS MAINTENANCE AND �: •� fi. L a ;- :;.,,b 'x,:± ' ',�ito:e ;, ,_ {Sf; l:,::; _ 4� ,•r ,:_;.":y_? ti ARCHITECT IS NOT NOTIFIED PRIOR TO THE START OF OPERATIONS STAFF. vzi. CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL s ti r, yt•f !� y� !,•,'- RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF vA ONE YEAR FROM THE DATE OF IT'S ACCEPTANCE. REPAIR OR 0 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR W HEIGHT SOLID CONCRETE WALL REFERENCE IMAGE T HEIGHT CLEAR VISION WROUGHT IRON FENCE REFERENCE IMAGE FAUCETS, VALVE BOXES, AND VAULTS WITH DURABLE TAGS SHALL BE COMPLETED PROMPTLY BY THE IRRIGATION N7 CARRYING THE WARNING "DANGER-UNSAFE WATER OR CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. o NTS NTS NON-POTABLE WATER." 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE z OWNER, SPRING START UP AND WINTERIZATION DURING THE 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS GUARANTEE PERIOD. w WHERE POSSIBLE, AND LOCATE ELECTRIC CONTROL AND a o QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, E N G I N E E R I N G 3 6" TO 12" AWAY FROM EDGE OF PAVEMENT FOR EASE OF ACCESS. 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 kmengllp.com z Z a DESIGN BY: KAC z DRAWN BY: KAC CHECKED BY: KAC z DATE: 08/23/24 0 u PROJECT: 24-188 w 0 SHEET NO. z L3.0 a N d •`,, TE OF I o ,,,,• �•.......••/x s' I t A-9� 7839 i %•Q910312�.•• •� 30 32 34 36 ' I ,,"""'sc13 Ap��•,•• S 38 nmo om 29 31 33 35 1° 41 43 I I 28 37 I 39 F- S 40 42 .d d BLOCK 17 a ° 4 < ° N. HIGHFIRE LOOP ° I a Q d N d z 4 0 rT 4 3 27 o A o �. Ir v B \� 26 I Y 53 p O H a° a 52 N 25 58 56 I z a > ° 44 51 i S° 47 45 o as °o ° 23 0 S w BLOCK 17 I S p z Ln EL 22 /� .S °S. d° S I z LL Lu 1 I p LEI z s mz > Q s I � Q O � 60 61 62 63 / L Q LU 64 / — U W o � LEI LL L u L-j °1 S 7 ui r , N W. WILDFIRE DR. N N1 C z FENCE PLAN n 0 30 60 90 / Plan Scale: 1" = 30' / m w c R� z FENCE SCHEDULE w Y SYMBOLS DESCRIPTION 3 Z 5' HEIGHT CLEAR VISION WROUGHT IRON FENCE. SEE L3.0-8. 0 X X 8' HEIGHT SOLID CONCRETE WALL. MATCH PREVIOUS PHASES. SEE L3.0-7. r z 0 EXISTING FENCE TO REMAIN PER PRESCOTT RIDGE SUBDIVISION NO. 3 PHASE. z' PRESERVE AND PROTECT. 3 a w a E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 °° PHONE(208)639-6939 z kmengllp.com z 3 DESIGN BY: KAC a z DRAWN BY: KAC z CHECKED BY: KAC z DATE: 08/23/24 0 PROJECT: 24-188 w 0 SHEET NO. z s 4. a N d CURVE TABLE CURVE TABLE CURVE TABLE PLAT OF Book Page CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD Prescott Ridge Subdivision No. 5 C1 455.00' 221.74' 27.55'22" S14.32'10"W 219.55' C16 519.67' 20.12' 2'13'07" S83.09'08"E 20.12' C31 489.67' 14.31' 1*40'28" S7729'51"E 14.31' A PARCEL OF LAND BEING A PORTION OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS C2 173.50' 95.70' 31'36'09" N73'37'27"W 94.49' C17 519.67' 23.27' 2'33'55" S80'45'37"E 23.27' C32 489.67' 0.67' 0'04'43" S7637'16"E 0.67' SUBDIVISION, SITUATED IN THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, C3 173.50' 5.48' 1.48'40" S89.40'09"W 5.48' C18 519.67' 19.36' 2'08'03" S78.24'37"E 19.36' C33 515.00' 18.65' 2.04'28" S77'35'20"E 18.64' TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. ON C4 42.00' 65.97' 90'00'00" N45'34'29"E 59.40' C19 519.67' 6.91' 0'45'42" S76'57'45"E 6.91' C34 515.00' 14.22' 1'34'54" S79'25'01"E 14.22' 2024 C5 504.67' 120.84' 13'43'09" S8326'28"E 120.55' C20 485.00' 12.42' 1'28'03" S77'17'08"E 12.42' C35 515.00' 23.22' 2'35'01" S81'29'59"E 23.22' 0 40 80 120 I C6 500.00' 112.34' 12'52'24" S82'59'19"E 112.11' C21 485.00' 14.24' 1'40'57" S78'51'38"E 14.24' C36 515.00' 20.09' 2'14'08" S83'54'34"E 20.09' Plan Scale: 1" =40' C7 27.00' 41.42' 87'53'30" N44'31'14"E 37.47' C22 485.00' 23.25' 2'44'47" S81'04'30"E 23.25' C37 515.00' 20.03' 2'13'44" S86'08'30"E 20.03' LINE TABLE I C8 27.00' 0.99, 2'06'30" N89'31'14"E 0.99' C23 485.00' 20.10' 2722'30" S8338'09'E 20.10' C38 515.00' 19.50' 710*09" S88'20'26"E 19.50' LINE BEARING DISTANCE SHEET INDEX LEGEND C9 57.00' 11.14' 11'12'08" N06'1O'33"E 11.13' C24 485.00' 20.04' 2'22'02" S86'00'25"E 20.04' C39 455.00' 22.83' 2'52'30" NO2'00'44"E 22.83' L1 S89'25'31"E 7.09 SHEET 1 - OVERALL SUBDIVISION MAP, LEGEND, ® ALUMINUM CAP AS NOTED C10 57.00' 52.05' 52'19'15" N37'56'14"E 50.26' C25 485.00' 18.92' 2'14'06" S88'18'28"E 18.92' C40 455.00' 115.22' 14'30'33" N10'42'15"E 114.91' NOTES, AND LINE/CURVE TABLE QO FOUND 5/8-INCH REBAR WITH PLASTIC CAP C11 57,00' 23.92' 24'02'30" N76'07'06"E 23.74' C26 489,67' 21.79' 2'32'59" S89'02'21"E 21.79' C41 455.00' 83.69' 10*32'19" N23'13'42"E 83.57' SHEET 2 - CERTIFICATE OF OWNERS MARKED "ALB 12459" C12 57.00' 2.42' 2'26'08" N89'21'25"E 2.42' C27 489.67' 14.01' 1'38'23" S86'56'40"E 14.01' C42 173.50' 39.51' 13'02'49" S64'20'47"E 39.42' POINT OF BEGINNING N 1/4 SECTION 28 SHEET 3 - CERTIFICATES AND APPROVALS O• SET 5/8-INCH REBAR WITH PLASTIC CAP C13 519.67' 11.60' 1*16*44" S89'38'55"E 11.60' C28 489.67' 23.08' 2'42'01" S84'46'28"E 23.08' C43 173.50' 37.52' 12'23'20" S77'03'51"E 37.44' FOUND ALUMINUM CAP MARKED "ALB 12459" PER CP&F INST No. 2018-046039 21 C14 519.67' 23.01' 2*32'14" S87'44'27"E 23.01' C29 489.67' 20.16' 2'21'32" S82'14'41"E 20.16' C44 173.50' 18.67' 6'10'00" S86'20'31"E 18.66' - - - - - • SET 1/2-INCH REBAR WITH PLASTIC CAP C15 519.67' 20.05' 2'12'39" S85'22'00"E 20.05' C30 489.67' 23.34' 2'43'51" S79'42'00"E 23.34' C45 150.00' 82.73' 31'36'09" N73'37'27"W 81.69' W. Chinden Blvd. 28 REFERENCES MARKED"ALB 12459" Lot 18, Block 1 CALCULATED POINT, NOTHING FOUND OR SET R1. PLAT OF PEREGRINE HEIGHTS SUBDIVISION, Peregrine Heights Subdivision N89'25'31"W M BOOK 68 OF PLATS AT PAGES 7026 AND O LOT NUMBER o S89°25'31 "E 501.59' 26.47' (TIE) 001 7027, RECORDS OF ADA COUNTY, IDAHO. O R2. RECORD OF SURVEY No. 13153, RECORDS 1 ADJACENT LOT NUMBER N89'25'31"W 86.00' N89125'31"W 86.00' OF ADA COUNTY, IDAHO. SUBDIVISION BOUNDARY LINE 23.00' 20.00' 20.00' 23.00' 23.00' 20.00' 20.00' 23.00' N89'25'31"W 66.00' 28 ago cv R3. RECORD OF SURVEY No. 13704, RECORDS 23.00 20.00' 23.00' d z OF ADA COUNTY, IDAHO. LOT LINE " _ - - SECTION LINE N89'25 31 W 86.01' {. o C ao in o 0 o iO ,, ._ R4. PLAT OF PRESCOTT RIDGE SUBDIVISION No. rn o 0 0 0 0, c0 0 N u, 23.00' 20.00' 20.Q0' 23.01' 0o 'N 1, BOOK 127 OF PLATS AT PAGES 0 0 0 0 0 rn 0 oN ^ to N 20528-20534, RECORDS OF ADA COUNTY, ADJACENT LOT LINE IDAHO. � � rn `� n � - EASEMENT LINE 0 0 0- o W I �0000�o� 14 0 29 Co 30 --0w 31 -aw, 32 m � 33 w 34 w � N R5. PLAT OF PRESCOTT RIDGE SUBDIVISION No. m N �t N N N N N 35 w 36 ;� d ACHD EASEMENT (SEE NOTE 13) �t �t �t � It d N N 28 d 0 ( 3, BOOK --- OF PLATS AT PAGES ``� ' ``� O O3 - ___, RECORDS OF ADA 28 0 o b o o 0 0 '� 'P M N 37 ;2 38 �' w o 06 ----- ----- 0 0 0 0 0 0 0 b O 39 = 0 °O 00 COUNTY, IDAHO. U Z 0 o O d N 0 O BLOCK 17 z z z z z z z z 0 � d N w C12 z z z o 0 N 40 N 41 N 42 N 43 W o o N c� NOTES C14C�1 17.59' 20.00' 23.00' C13 C14 C15 z z b o M n I) Lo u�l �� 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST C16 C�7 C19 z 0 0 0 0 Nm ESTABLISHED NORMAL GROUND WATER ELEVATION. C1g o •- - N Highfire LOOP (Private) lg 72. 20,4 �0 c� 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF _ . S89'2531"E 63.10' 8' M cn 4- MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. G C5 �60C 3,02' CV �� V, a N7 / GtK a 4g 32, 0 C22 C23 4.07 M 0m 3. IRRIGATION WATER HAS BEEN PROVIDED FROM IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION 22.01' 20.00 20.00' C26 C27 C28 Sys C24 C25 0 z z DISTRICT AND NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). N89'26'27"W 97.11 G� C8 N C29 C30 C31 33�0j"E =_ 44 O LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR 15.03' N ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT AND NAMPA MERIDIAN IRRIGATION DISTRICT. 0 rn 22.9 _______ _ p �t c� 2' 20 `� C6 • • O2 co 0 27 N • o 0 0 o n C32 52' C3 L1 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: U 6 06 o 0 0 0 00 � � 1n 3 C34 15.02' I "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A ca r, 0 0 0 0 0i ,� C35 NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING aD M N89'25'57"W 96.00' 0) d Oo C36 C37 C38 0_ o_ o NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE z o o I 49 59 58 57 56 N 55 o rn o OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE 26 N N N N 0, 54 53 . '' � N � PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR CV N O N 4 NON O 0, O o, 49 0 , o NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF". N89'26'03'W 96.00' M '� N N 0 Oo o To N -_ ;0 0 0 0 0 0 "' "� M 52 °' co rMi `t "' 5. LOTS 18, 28, AND 49, BLOCK 17 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE i- V) 0 0 0 b b N rn 51 S0 0 o o � I PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS z 6 25 con N M N N FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. 15 N N89'26'03"W 96.00' 144 0 "' M 0) 48 -0) N O N N N N 6. LOT 44, BLOCK 17 (COMMON LOT) IS A PRIVATE ROAD, AND MAINTENANCE FOR SAID LOT IS AS PROVIDED IN 23.00' 20.00' 20.00' 23.00' (n 0 0 M d d d l THE COVENANTS, CONDITIONS, AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR o a 15.00'15.00' 0 "� '`� r MAINTENANCE OF THE PRIVATE ROAD CANNOT BE MODIFIED, AND THE HOMEOWNER'S ASSOCIATION CANNOT BE N89'25'31"W 86.00' 23.00 20.00' 23.00' 0 0 0 0 U-) 24 LO 0 0 0 o DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. N N89'26'03"W 96.00' N N N89'25'31"W 66.00' (n V) z m �0 O 7. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY AND PRIVATE ROAD v j 23.00' 20.00' 23.00' RIGHT-OF-WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, z 0 O 0 S- v l HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. C r; 23 � a N89'25'31"W 66.00' `. 10i 0i 23.00' 20.00' 20.00' 26.01, - :0 16 N N89'26'03"W 96.00' N Q- N N BLOCK 17 N89'25'31"W 89.01' I 8. UNLESS SHOWN OTHERWISE, ALL REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, V) .>_ 0 w o �T HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. a 00 o v N I' N/j 9. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY " � L- It OF MERIDIAN. N N89'25'27"W 96.00, N t b N89'25'31W" 149.00' 40 . 37.00' 37.00' y6z 800' 10. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE 0 0 = I 19' 3�0 958�8,w 49 SANITARY RESTRICTION RELEASE. O 2 `n 21 `r' z �S.p4, I 11. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE FILED FOR RECORD `" N89'25'57"W 96.00' `" o 0 0 0 0 38 o AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. co 0 0D Co 00 0000 "�' 12. DIRECT LOT ACCESS FROM N. RUSTIC OAK WAY IS PROHIBITED, UNLESS OTHERWISE APPROVED. 0 20 N 0) 60 0) 61 0 62 0, 63 0) O N89'25'27"W 96.00' N N N O &01 S9. 0 0 0 0 `y Q) � 7 kk BLOCK 12 N19 N �� 65 N �� R8?69• SURVEY NARRATIVE \ONP.L LAND S JL N89'25'15"W 96.00' �`� 79. I THE PURPOSE OF THIS SURVEY IS TO �C-.> ST O O 7.01 18 90.52' g,gg 5.00�5.00 19.24' 37.00 38.00' 37.00' 18.36' C44 0 ^ 66 qy SUBDIVIDE THE LAND SHOWN HEREON. THE C3 N89°25'31"W 270.12' - O C43 �j`.`� o � I SURVEY IS BASED UPON THE RETRACEMENT OF o 1245� m NOO'34'29"E 0 C2 ^o PLATS, SURVEYS AND DEEDS LISTED IN THE 23.50 W. Wildfire Dr. LO C�2 �� REFERENCES HEREON AND A FIELD SURVEY OF 1p o 105.52' O - 164.60' N �o EXISTING MONUMENTATION. MONUMENTATION 67 RECOVERED WAS FOUND TO BE IN SUBSTANTIAL 9 F �O O N89'25'31"W 270.12' C S 3WITH THE REFERENCES LS.69, cis HEEREON. ALLCONFORMANCEPROPERTY CORNERS WHERIETED 9�'pN L P��,P`� NS>° 1(m MONUMENTS OF RECORD WERE NOT FOUND 9. 1092E N GNORTH I WERE SET/RESET AS SHOWN HEREON. DEVELOPER 2 OR H E G DISCOVERY WAY Prescott Ridge /y s? BOISE,IDAHO 83713 Subdivision No. 3 NS�Q9, 8�)S�' I H U B B LE HOMES, LLC PHONE(20 1pom 6c39-6939 kmenglMERIDIAN, IDAHO S74°07 45 W C 1/4 SECTION 28 8)�, 7.67' FOUND 5/8-INCH REBAR PER O CP&F INST No. 2022-085773 [JOB NO. 24-188 SHEET 1 OF 3 O PLAT OF Book Page Prescott Ridge Subdivision No. 5 CERTIFICATE OF OWNERS KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. A PARCEL OF LAND BEING A PORTION OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68, PAGES 7026-7027, RECORDS OF ADA COUNTY, IDAHO), SITUATED IN THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND ALUMINUM CAP MARKING THE NORTH 1/4 OF SAID SECTION 28, WHICH BEARS N00'43'55"E A DISTANCE OF 2,635.29 FEET FROM A FOUND 5/8—INCH REBAR MARKING THE CENTER 1/4 CORNER OF SAID SECTION 28; THENCE FOLLOWING THE EASTERLY LINE OF SAID NORTHWEST 1/4, SOO'43'55"W A DISTANCE OF 983.99 FEET; THENCE LEAVING SAID EASTERLY LINE, N89'25'31" A DISTANCE OF 26.47 FEET TO A FOUND 5/8—INCH REBAR ON THE BOUNDARY LINE OF PRESCOTT RIDGE SUBDIVISION NO. 1 (BOOK 127 OF PLATS, PAGES 20528-20534, RECORDS OF ADA COUNTY, IDAHO) AND BEING THE POINT OF BEGINNING. THENCE FOLLOWING THE BOUNDARY LINE OF SAID PRESCOTT RIDGE SUBDIVISION No. 1 THE FOLLOWING THREE (3) COURSES: 1. SOO'34'29"W A DISTANCE OF 253.03 FEET TO A FOUND 5/8—INCH REBAR; 2. 221.74 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 455.00 FEET, A DELTA ANGLE OF 27'55'22", A CHORD BEARING OF S14'32'10"W, AND A CHORD DISTANCE OF 219.55 FEET TO A FOUND 5/8—INCH REBAR; 3. S74'07'45"W A DISTANCE OF 7.67 FEET TO A FOUND 5/8—INCH REBAR ON THE BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 3; THENCE LEAVING SAID SUBDIVISION BOUNDARY LINE AND FOLLOWING THE BOUNDARY LINE OF SAID PRESCOTT RIDGE SUBDIVISION NO. 3 THE FOLLOWING FIVE (5) COURSES: 1. N57'49'22"W A DISTANCE OF 87.76 FEET TO A FOUND 5/8—INCH REBAR; 2. 95.70 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 173.50 FEET, A DELTA ANGLE OF 31'36'09", A CHORD BEARING OF N73'37'27"W, AND A CHORD DISTANCE OF 94.49 FEET TO A FOUND 5/8—INCH REBAR; 3. N89'25'31"W A DISTANCE OF 270.12 FEET TO A FOUND 5/8—INCH REBAR; 4. 5.48 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 173.50 FEET, A DELTA ANGLE OF 01'48'40", A CHORD BEARING OF S89'40'09"W, AND A CHORD DISTANCE OF 5.48 FEET TO A FOUND 5/8—INCH REBAR; 5. N00'34'29"E A DISTANCE OF 396.64 FEET TO A FOUND 5/8—INCH REBAR ON THE SOUTHERLY LINE OF PARCEL A AS SHOWN ON RECORD OF SURVEY NO. 13704 OF ADA COUNTY RECORDS; THENCE LEAVING SAID SUBDIVISION BOUNDARY LINE AND FOLLOWING SAID SOUTHERLY LINE, S89'25'31"E A DISTANCE OF 501.59 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 4.679 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. MITCHELL S. ARMUTH, AUTHORIZED AGENT HUBBLE HOMES, LLC I I I ACKNOWLEDGMENT CERTIFICATE OF SURVEYOR STATE OF IDAHO I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF SS IDAHO, AND THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 5 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS ADA COUNTY ))) SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 20_, BY MITCHELL S. ARMUTH, AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING AUTHORIZED AGENT, HUBBLE HOMES, LLC. TO PLATS AND SURVEYS. \�NPL LAN©s G 1ST E SIGNATURE OF NOTARY PUBLIC AARON L. BALLARD, P.L.S. 12459 12459 MY COMMISSION EXPIRES 9 OF Q L. BA�-�'P � ENGINEERING °L DEVELOPER 5725 NORTH DISCOVERY WAY S•�•� HUBBLE HOMES, LLC PHONE(208)639-6939 kmengl(p.com MERIDIAN, IDAHO I JOB NO. 24-188 SHEET 2 OF 3 PLAT OF Book Page Prescott Ridge Subdivision No, S APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DISTRICT COMMISSIONERS ON THE DAY OF 20 SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20— BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA COUNTY TREASURER 1, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CITY ENGINEER APPROVAL OF MERIDIAN CITY COUNTY TREASURER DATE I, t CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 5 WAS FILED AT MERIDIAN CITY CLERK THE REQUEST OF AT MINUTES PAST O'CLOCK .M., THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRU 1, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT 1 HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE INSTRUMENT NUMBER RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR DATE FEE: N pal. L A N�S �G1STE 12 59 99�9TF OF OP�!;p �0lcrn N i $•`L� ENGINEERING DEVELOPER 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 H U B B L E HOMES, LLC PHONE(208)639-6939 kmengllp.com j MERIDIAN, IDAHO FBO. 24-188 TSHEET 3 OF 3