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24-120 Full Set (signed copy) 240714
SS\ONAL f PRESCOTT RIDGE SUBDIVISION 1 NO , 4 119 CONSTRUCTION PLANS J�g07/14/24�P�o� OF 9TTyEW S• MERIDIAN ., ID N Digitally signed by I I I i Matthew Derr I W I I U.S. HIGHWAY 26 I� FUTURE PRESCOTT RIDGE I I Date: 2024.07.14 W I SUBDIVISION I a 22:28:36 -06'00' W V W f I MERIDIAN, Yffl ID � g L' O w z o W I i LOCATION MAP z W I W 56 3 I BLOCK 9 i O PROJECT SITE FUTURE PRESCOTT W W 64 63 62 61 60 59 O RIDGE SUBDIVISION 1 W 58 W i 54 I NLEGEND z 0 30 60 120 180 O Ln BOUNDARY LINE _ I 2 I W. LOST RAPIDST. I Plan Scale VICINITY MAP w W OFFSITE BOUNDARY LINE a NO SCALE y — SETBACKS ' ' 53 W ROAD CENTERLINE I W LOT LINE LINE I l`' I W W s2 BLOCK9 I INDEX OF DRAWINGS R/w R/W RIGHT—OF—WAY LINE y I : 30 29 28 27 26 25 24 GENERAL IMPROVEMENT PLANS W FOUND 1/2 INCH REBAR W i ' y BLOCK 14 w C1.0 COVER SHEET 00 FOUND 5/8 INCH REBAR — W I 51 C1.1 NOTES AND ACRONYMS z y FOUND BRASS CAP _ C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN I w. Q I � - �Ir IW I 23 .'• C1.3 STREET LIGHTING AND SIGNAGE PLAN FOUND ALUMINUM CAP Y ® I 17 I 50 I C1.4 MASTER UTILITY PLAN 0 CALCULATED POINT U �It I ROADWAY IMPROVEMENT PLANS 20 21 22 49 C2.1 N. BACKFIRE WAY AND W. WILDFIRE ST. ROADWAY PLAN AND PROFILE PROPOSED IMPROVEMENTS W C2.2 W. LOST RAPID ST. ROADWAY PLAN AND PROFILE s s s SEWER LINE w C2.2 N. STATIC LINE AVE. ROADWAY PLAN AND PROFILE w w WATER LINE C2.3 N. STATIC LINE AVE. ROADWAY PLAN AND PROFILE W / W —SD—SD— STORMDRAIN LINE O ° / GRADING IMPROVEMENT PLANS PI PI PRESSURE IRRIGATION LINE SEWER MANHOLE / W. WILDFIRE ST. 47 C3.1 GRADING IMPROVEMENT PLAN W W W W W C3.2 COMMON DRIVEWAY GRADING PLAN wv WATER VALVE DRAINAGE IMPROVEMENT PLANS O (� © WATER METER �•. . z W W W W W W W W C4.1 DRAINAGE IMPROVEMENT PLAN Z FIRE HYDRANT :% W W > z 13 y y Q 45 C4.2 DRAINAGE DETAILS w w� SINGLE WATER SERVICE / Lu O OL ? SEWER IMPROVEMENT PLANS-W—W DOUBLE WATER SERVICE y W W y W u () z C5.1 N. LOST RAPID ST. SEWER PLAN AND PROFILE DRAINAGE ARROWS �� W W W W y W W W W W N 44 I C5.2 N. STATIC LINE AVE. SEWER PLAN AND PROFILE > LJJ 4 C�--� r �• p LEI C5.3 N. BACKFIRE WAY SEWER PLAN AND PROFILE CoZ W W Q _ EXISTING IMPROVEMENTS j/ W 11 Z ' .W W W W W W W W W W W 15 ,; 43 WATER IMPROVEMENT PLANS Q cn W W C6.1 WATER IMPROVEMENT PLAN cn p O oc s s SANITARY SEWER LINE •� .� W W � W W � . _ � W w w WATER LINE 10 W W W W W W W W W W W 14 O PRESSURE IRRIGATION IMPROVEMENT PLANS G G G GAS LINE O " " y y " y O 42 I p W U W W W W W W W W W C7.1 PRESSURE IRRIGATION IMPROVEMENT PLAN OP OP OVERHEAD POWER LINE �/""� W \\ O9 � • " "W" W"" WW W" "1"8W LANDSCAPE IMPROVEMENT PLANS — J GI GI GRAVITY IRRIGATION LINE W \ W W W W W W W W W W 41 1-1.0 LANDSCAPE IMPROVEMENT PLANS ®S SEWER MANHOLE Og \\ W W W W W W L2.0 LANDSCAPE IMPROVEMENT PLANS O W wv WATER VALVE \\ W W W W U Z Da " W W W' 3 W W W W 12 I L3.0 LANDSCAPE IMPROVEMENT PLANS (/) W ® WATER METER O7 \ �� 40 L4.0 LANDSCAPE IMPROVEMENT PLANS FIRE HYDRANT W y W W y y y y W y W EX1.0 LANDSCAPE IMPROVEMENT PLANS OL W W W W W W W W W W W POWER POLE O W W W W W W W W 11 EX2.0 COMMON DRIVE EXHIBIT W W W W W W W W W EX3.0 COMMON DRIVE EXHIBIT m POWER BOX W W W W W W W W W W W W EP EP EDGE OF PAVEMENT 1 W W W W W W W W W W W W W W W W W W W O EG EG EDGE OF GRAVEL W W W W W W W 38 TREE DECIDUOUS PRESCOTT RIDGE M - - - 37 - - - 3 O ) 9 N SUBDIVISION NO. 2 ACHD COMPLIANCE 2645 — — EXISTING GRADE CONTOUR n a THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF " CONTACT INFORMATION PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD " BENCHMARK ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL z POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, HUBBLE HOMES, LLC KM ENGINEERING, LLP LISTED BY DATE AND SHORT DESCRIPTION, WERE 701 S. ALLEN ST. #104 5725 NORTH DISCOVERY WAY 4 0726809.72 2433259.62 2523.49 5/8" REBAR APPROVED FOR THE PROJECT: MERIDIAN, ID 83642 BOISE, IDAHO 83713 PHONE: (208) 433-8800 PHONE: (208) 639-6939 E N G I N E E R I N G o CONTACT: AUSTIN EDWARDS FAX: (208) 639-6930 "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." • NONE 5725 NORTH DISCOVERY WAY w EMAIL: aedwards@hubblehomes.com CONTACT: MATTHEW DERR, P.E. BOISE,IDAHO 83713 o EMAIL: mderr@kmengllp.com PHONE(208)639-6939 o kmengllp.com N r1 N DESIGN BY: KWK g DIGLINE LEGAL DESCRIPTION , DRAWN BY: KWK o CHECKED BY: MSD THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE A PARCEL OF LAND SITUATED IN THE WEST 1/2 OF THE NORTHEAST 1/4 OF SECTION SAFETY IS IN YOUR HANDS. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. , ® EVERY DIG. EVERY TIME. DATE: 7/10/24 PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR o ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. PROJECT: 24-120 SHEET NO. 1. a N d MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS �SS�oNAL f 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 Q \ FO yFF 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 119 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 CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 7/14/24 0 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.ora 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY �, \Ij 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED T0. CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. G - GRAVITY IRRIGATION RIM - RIM SON OTRUCTURE FFSET HT OF GI gTTyEW S 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 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. 4 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 8. 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 THE AGENCY AND/OR THE ENGINEER. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF OF 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 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 O 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 0L 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. V) N 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A _ 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA 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 > Q Lu . PUBLIC WORKS INSPECTOR ANY CONSTRUCTION. Q 0 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 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 1 CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ANY CONSTRUCTION. m Z uj 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 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 Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM SITE. IRRIGATION NOTES Ln p 0 z 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 12L Q 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 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 Lf) DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Lu 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 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.MATERIALS. J 0 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES Q z 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. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. BEING CONSTRUCTED. -- 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 THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION PROPOSED TO BE TILED AND/OR FINAL ACCEPTANCE. m QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING g. IRRIGATION ALL IRRIGATN MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC N " DRAINAGE REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL SECTION 4 TEST PRESSURE SHALL BE 150 PSI. IO EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER,PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 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 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 o 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 N PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER N APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. z UTILITY NOTES 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO Q CONSTRUCTION. w 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: KWK 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: KWK o TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: MSD 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: 7/10/24 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: 24-120 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. N CIA 0 a N d LEGEND SS\ONAL f - - - - - - - - - - - ASPHALT SAWCUT LINE �� \ F40 Q LIMITS OF CONSTRUCTION 119 ASPHALT PAVEMENT REMOVAL 07/141/24 0 0 F SHEET NOTES TTyEW S•�� LOC \ A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. LOC \ LOC B. COORDINATE ALL DEMOLITION, GRADING, AND EARTHWORK / OPERATIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. \• _ C. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND PITPI �I Pi PI DETAILS FOR ADDITIONAL REQUIREMENTS. \ I D. LIMITS OF WORK ARE IDENTIFIED ON PLANS. Lu PPI I E. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN o I i PROFESSIONAL IMMEDIATELY. � � I I I I KEYNOTES II I SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) RXC I I I SCA AND PAVEMENT PATCH PER ISPWC SD-301, LOC I SD-303, SD-806, AND ACHD REQUIREMENTS. LIMITS OF cry PXC \ �\ I / CONSTRUCTION. ZO RETAIN AND PROTECT EXISTING cn RXB / I L7z_R CURB AND SIDEWALK. wLOC2533 / — R w R RETAIN AND PROTECT EXISTING SEWER MAIN. PXW M PXS CONNECT TO EXISTING MAIN PER SEWER \ i I w w w IMPROVEMENT PLAN. RETAIN AND PROTECT EXISTING WATER MAIN. / \ SCA / N. STATIC LINE AVE. _ CD CONNECT TO EXISTING MAIN PER WATER / I h s s s s s IMPROVEMENT PLAN. \ \ PXS , CD RETAIN AND PROTECT EXISTING PRESSURE \ \ AMN IRRIGATION. CONNECT TO EXISTING IRRIGATION PER RXB / � �� WATER IMPROVEMENT PLAN. REMOVE EXISTING BARRICA \� PXC I 1 z \ — EP I I CD REMOVE EXISTING o GRAVEL ROAD REMOVE EXISTING RXC I RXC TEMPORARY CUL DE SAC. • / � PPI / I I OrTt LOC - - - co z z �3s Qz _ z O CL > o I Lu w 3 Q 0 Lu p I / r � Q > z LOCCD I \ W — cn SCA RXG \ I / PRESCOTT RIDGE I z Lu XS SUBDIVISION NO.3 I 'a' O PXW P \ I / 3 : Lu _ - o — — PPI PXC y PXC PPI \ I a PXC Q O RXB RXB / I PXS 17C RXB I U I I O Lu / \ U z z —c Id I —F Id �d �� �Id I \ ` _ = yd ' I SCA LOC y X _ /i ^ w AA AA Al AA LOC M ^^�_=/� �� F I PXW ��• �' / N. RUSTIC OAK WAY M M— �s o > �, _ � _ � — � •� — / = � PXC �� ,� ��• _ / a. o GI GIG1 G) GI'--�GI GI�— G GI GI �,L '� ♦ �a / S a I — — �^ / ��� � � ♦ PPI X 4 r n } Z \S t X �i � s ° E N G I N E E R I N G o \s \ 5725 NORTH DISCOVERY WAY \4 \ / �/ \ �\ BOISE,IDAHO 83713 I? PHONE 639 6939 kmengllngllp.com DESIGN BY: KWK z z g DRAWN BY: KWK a z g CHECKED BY: MSD r u DATE: 7/10/24 N EXISTING CONDITIONS AND DEMOLITION PLAN o PROJECT: 24-120 0 40 80 120 SHEET NO. N ti Plan Scale: 1" =40' C1.2 a N 11 SHEET LEGEND SS\ONAL f R/w RIGHT-OF-WAY LINE <c�' \ 'tF Q FO F LOT LINE Q �� 1 PROPOSED STREET LIGHT ��14/24 0 PROPOSED STREET NAME SIGN PROPOSED MAILBOX CLUSTER BOX gTTyEW SHEET NOTES 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 CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE 1 i WITH POLICY AND EXISTING PAVEMENT MARKINGS. ~a I � I o � II KEYNOTES 34 56 55 54 S3 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 I 37 36 35 CD STALL DI S DRAWING Wg INSTALL TYPE 2 STREETLIGHT SPACED 260' APART SL2 PER CITY OF MERIDIAN REQUIREMENTS AND N STANDARD DRAWING T1. STREET SIGN PER MUTCD D3-1 XSL GD (N. STATIC LINE AVE. X W. LOST RAPID ST.). j ui STREET SIGN PER MUTCD D3-1 owC ~ ------------ a GD STATIC LINE M a M WILDFIRE S )M a M a M a M a M a M a M a M a M a M a W Ra a w STREET SIGN PER MUTCD D3-1 a M SN3 I (W. WILDFIRE ST. X N. BACKFIRE WAY). LIMIT— —N. STATIC LINE AVE. — — — — — I SPD PEREMUTCD R2G 2 2Ox30", 25 MPH NG FIRE ITIHYDRANT. 23 a- -M a a a a a a a nn a ne a M a M a a XISTING STREET 58 I a a° a a XSL LIGHT. SL2 SL2 I XFH EXISTING STREET � I NAME SIGN. z SL2 I I SN1 3` SN2 FH FUTURE PRESCOTT I 59 I F I 17 16 15 14 13 12 11 10 I 9 g 7 3 IO O Oor RIDGE SUBDIVISION I mLu •• 25 21 3 4 O Lu `9� � BLOCK 16 I o I I PRESCOTT RIDGE 3 SUBDIVISION NO. 2 60 M I �' a - 3 SN3 4 4 4 4 4 4 4 4 4 4 4 4 4 , ^ 3 0 v l 61 I SL2 z z BLOCK 9 27 19 FH 4 4 4 4 4 4 4 4 4 4 4 4 XSL 3 0 0L Lu I 28 i d a, M — 0 3 cn — 0 Q \ �., = V SPD 29 M N a R w 0 GC � Z 17 O 15 \M C�F�RFR 4 4 7 4 4 4 4 4 W G 2 �qY 4 3 J CD 64 °} w 30 14 SL2 �,. 0 W Lu - - - , p F_ XFH XFH U z c~i� w Lu XSS O \� 4 / W XSL — — O Vi — — — — — — — — — — — — — — — — — — — — — — _ ti` � �- � � � � 12 FH �� � � - - - - - - - - - ° \ XSL N. RUSTIC OAK WAY 1 �` \ e•- --> - - - - - - - - - - � y � - - � XSS - \� ♦ 10 \4 o ♦ �i x — 3 \ C ftft� 4 ��� \ 8 / O x � .: ENGINEERING 0 \ ti F 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PH 39 U \ \• �,\ � � ONE(208)639-69 0 22 kmengllp.com z _ DESIGN BY: KWK z g DRAWN BY: KWK a z s CHECKED BY: MSD �/ DATE: 7/10/24 STREET LIGHTING AND SIGNAGE PLAN o PROJECT: 24-120 SHEET NO. 0 40 80 120 > N Plan Scale: 1" =40' C 1.3 ti a N d SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. SS\ONAL E y B. SEE SHEET C1.1 FOR SEWER NOTES. Q F40 FF C. SEE SHEET C1.1 FOR WATER NOTES. 119 D. SEE SHEET C1.1 FOR IRRIGATION NOTES. J�07/14/24 0 qTF OF \Ij KEYNOTES 9TTyEW S• 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. IT _ UTILITY MAIN/SERVICE CROSSING P� PI P� pl PI PI I PI P PI — PI — — pl — —pl — pl I — T— — — — MAINTAIN HORIZONTAL AND VERTICAL SEPARATION PI + PI T PI �I PI T PI PI— < 1 OF THE POTABLE WATER AND NON—POTABLE a © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN la 3• I I REQUIREMENTS. SEE SEWER NOTE 3 AND WATER BLOCK 9 I I BLOCK 9 NOTE 3, SHEET C1.1 FOR MORE INFORMATION. 34 INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. PAINT TO BE GREEN. 56 55 54 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 I 37 36 35 INSTALL STANDARD SERVICE MARKER PER ISPWC la I STANDARD DRAWING SD-512. PAINT TO BE BLUE N INSTALL STANDARD SERVICE MARKER PER ISPWC z I STANDARD DRAWING SD-512. PAINT TO BE PURPLE. cn IT 5; :E w � Ma Ma Ma a a• b Ma a Ma I S �. M $ a � M a Ma Ma a Ma Ma M Ma R R R S S v. J. M I S W W W W W W W W w w w w w --- — — — — N. STATIC LINE AVE.— a ' S S S S S m S S S S S S :t a c v d O . a a a a a a• a. ., a;a y 23 �' I - - - - - - - - - - - - — — — — — — — — I l 1 • 1 I Lu � 0 � 59 , � °C 17 16 15 14 13 12 11 10 I 9 8 7 3 _ N a BLOCK 16 I I PRESCOTT RIDGE a I I I SUBDIVISION N0.2 3 ' 26 — — — — — — � — � Id I Id Id Id FUTURE PRESCOTT O 20 RIDGE SUBDIVISION 4-o Co — 4 4 4 a a I 4 4 4 4 3 (n 4 _> 4 4 _> 4 4 4 > 4 BLOCK J _ I 3. co Lu W S \� 3 18 4 / BLOCK 14 \ 4 4 0 0 D Lu ON 4 4 4 4 BLOCK 16 W S �/ 4 4 4 4 4 17 16 a � a" 14 s � W o 4 4 z g ; — — — — — \Id _id—ld—ld � / W — s 3 co — — — — — - - - - - - — — — � — — _� old ld 12 `y �L M a 11 / Zit N M M M M M M M M M M M��M \ •\� 2 � N. RUSTIC OAK WAY M o •�\ �� \ \ 1 M � / —S N S S S S S S S S S N S S S S N O M- \ \ S 4 m ' \ N � — cl GI I a �i— r N / I rl n z G/ S \M u FUTURE PRESCOTT — RIDGE SUBDIVISION _ G, // \S � 4 \� a\� / y \ 0 O \S ,. / ENGINEERING 5725 NORTH DISCOVERY WAY y \ � BOISE IDAHO 83713 PHONE(208)639-6939 o kmengllp.com N - - / - - `? \�\ �\ \ \ \ .\ _ \ S 22 DESIGN BY: KWK z z g DRAWN BY: KWK a z g CHECKED BY: MSD u DATE: 7/10/24 MASTER UTILITY PLAN PROJECT: 24 120 0 40 80 120 > SHEET NO. N Plan Scale: 1" =40' C I A ti a N d KEYMAP JAAL F 15 /� SEE GRADING SHEET 3.2 w.os aA s - / - - , � \32.08 TBRC/GB/PC FOR COMMON DR 119 E �V_ +39.38, 16.501 / // J�07/14/24V_ ov 0 14 �� // 19 24 V_ �,9 9TF OF \�P _ 32.76 TBRC/BVCS w 1 7 TT/�EW S Off' V_ +78.66, 16.501 - BLOCK 14 +52 OS 32.16 CL/GB/PC 31.70 TBRC/GB/PT BR6 6E LP 3 \ 0 +39.38, 0.00' I /� +02.47, 16.50'L 50 � 32.84 CL BVCS 13 9) I III SW6 20 V_ - +78.66, 0.00' o . I1 I 12 a R/K 3.25 TBRC/HP SWA RiW 31.78 CL/GB/PT +17.52, 16.50L 0.477. +02.47, 0.00' +52.05, 0.00' /Q- V_ �/ v 1 32.85 TBRC/GB �< <�� CR . SWA 21 BLOCK 14 \�eo•. SHEET LEGEND ' 11 +78.65, 16.501 \o 0 ° s O 23uj RI Rx`1' � 31.81 TBRC/GB/PC ao 32.48 TBRC/GB ' 33.33 CL HP \�' �o r' CR +31.39, 16.50'L / ELE. & DESCRIPTION FINISHED GRADE ELEVATION 10 / �z p 0.85% +62.30, 23.50'L O +17.52, 0.00' �' RIB os p+ Q\ . STA., OFFSET SIDE 32.93 CL/GB O9 \ +78.65, 0.00' �p ° ti QR29 IC4 32.21 TBRC/PT / 33.21 TBRC/EVCS RIB 1�k / /a ° . 22 +51.38, 36.50'L �\ 1.50% FINISHED GRADE SLOPE O$ +28.66, 16.501 �w 31.89 CL/GB O / w V_ w ® ® +31.39, 0.00' 33.29 CL EVCS RI o O� 00�° +28.66 0.00' / ® ° • 49% ° ® � 2y 0. \� \� GRADE BREAK ' RIw (3 � V_ V_ � 32.43 CL/GB w TS1 opt° •\� +62.30, 0.00' RI ,�I� V_ ti' GL� ,.. a z R w \yo_ -iq° ,� V_ V /4(o� °10 PRH / �\ CIVIL ACRONYMS O R/W Xoo PC�� p°r ' MIS ,� V_ CR /,p 9 FS ° ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 5;o� V_ V_ V_ SWA ° �Ox .��W o ��.P \� FOLLOWS: Lu uj � g O o rW R/W N N V_ V_ %y Oy X o ��,�' STA. - ROADWAY STATION FROM CENTERLINE No V_ V_ ' $ P� CL - ROADWAY CENTERLINE N o� � �/ MIS/ CR V_ � IC4 TS1 �� �° PPC - POINT OF T - POINT OF CURVATURE .5176 11+p0 0�0% V_ �� .. o TANGENCY N d 00 1g% SEE SHEET TIO FOR ELE. - ELEVATION o 1- SWA L 32.08 TBRC/GB/PC 31.70 TBRC/GB/PT CONTINUATION L - STATION OFFSET LEFT 0 0 \ �l° R - STATION OFFSET RIGHT N ,g . °M/a/ � � � +39.38, 16.50'R � +02.47, 16.50'R o O SCA o V_ V_ V_ � 17 �� p TBC - TOP BACK OF CURB V_ V_ • 31.49 TBRC/GB/LP 31.81 TBRC/GB/PC °/ 49 RIM - RIM OF STRUCTURE V_ LIP - LIP OF GUTTER ° va_ V V MA - MATCH EXISTING M/� CP 32.85 TBRC/GB v- +52.05, 16.50'R +31.39, 16.50'R °00 32.21 TBRC SW - SIDEWALK +78.65, 16.50'R V_ V_ V w � VG +84.38, 36.50'L EP - EDGE OF PAVEMENT z _d•a�M/a M/a � 61, � V_ � PRH TOC - TOPW LINE OF CONCRETE M/ 1 V_ V_ � „ 6'` V V_ � 16 HP - HIGH POINT � V_ V V_ V_ V_ � O �\� 48 PCC - POINT OF COMPOUND CURVE L +28 66 BR16.50'R S V_ V_ V_ � 32.21 TBRC/PT VG IOC _ NTERSEOCTIONRVE BLOCK 16 +51.38, 36.50'R / 32.17 CL/INT/GB PRC - POINT OF REVERSE CURVE ,� V "A V_ ,_ 0 / ��\ +67.88, 0.00'R SHEET NOTES 62.3 TBRC/GB V_ 32.76 TBRC/BVCS 33.25 TBRC/HP V_ V_ V_ O +62.30, 16.50'R +78.66, 16.50'R +17.52, 16.50'R v- � V_ V_ V V_ � - V_ V_ V_ V_ V_ � 15 ° 32.21 TBRC 47 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD W � � �\ V v+84.38, 36.50'R O NOTES. J V_ � � 18oe V_ V_ V_ V_ � �\ V_ B. SEE SHEET C1.3 FOR STREET LIGHTING, PAVEMENT 1z � /� </ V_ MARKINGS AND SIGNAGE PLAN. O DC C. SEE SHEET C2.3 FOR ROADWAY DETAILS AND TYPICAL ROAD SECTION. Q 1�t z N . BACKFIRE WAY AND W. WILDFIRE ST. ROADWAY PLAN AND PROFILE D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. 0 zz 0 30 60 90 0 3 6 9 E. ALL STATION AND OFFSET LABELING RELATED TO EACH z Q SPOT ELEVATIONS ARE REFERENCED TO THE ROAD J j ALIGNMENT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z Q F. SEE SHEET C4.1-C4.2 FOR STORMWATER PLANS. O \ (� z Q W Q KEYNOTES :E O M 1 2544 2544 CP INSTALL CONCRETE PATHWAY, WIDTH AS INDICATED. m z \ N INSTALL 3" ROLLED CURB AND GUTTER PER ACHD LLn O w CR SUPPLEMENTAL STANDARD DRAWING SD-702. Q = 2� INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED W LL 2541 0 IC4 CURB) PER ACHD DRAWING SD-604A. � W 2541 J ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. Q C _ \ CA PVI STA: 11 03.66 + 0i 00 ED INSTALL PEDESTRIAN RAMP TYPE "H5" WITH 4'X4' -+ PVI ELEV: 2 33.47 N o cro LANDING PER ACHD SUPPLEMENTAL DRAWING K: 15.5 II � + Ln In SD-712H, WITH TRUNCATED DOMES PER ACHD Q II LVC: 50.00 a + SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL HIGH PT. STA: 1+17.52 rn II II BE RIGID INSERTS WET-SET INTO THE CONCRETE Q 2538 N � HIGH PT ELEV: 2533.33 Y V) � N II II I < �_ 2538 (CONCRETE STAMP AND ADHESIVE MATS NOT p Q Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC a,'O cD cD N Y r�i N i c�i YELLOW'. U Q m N Q + N Q II m N N N O N SCA SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) W 11 II o' N w II O AND PAVEMENT PATCH PER ISPWC SD 303 AND Q w CD w o m II m II ACHD REQUIREMENTS. 0L Lu w w of J o w II � z _j INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK 2535 m w 0 w <� QLr- � J - w 2535 SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING � _j EXISTING GROUND � SD-709. U SW6 INSTALL 6" THICK 5' WIDE ATTACHED CONCRETE Q Q _ - SIDEWALK PER ACHD SUPPLEMENTAL STANDARD m DRAWING SD-709. CONSTRUCT STREET SECTION PER DETAIL 1 ON z 2532 - - - - - - _=o.s�; - - -_- - - - - - - - - - - 0.97% 2532 TS1 SHEET C2.3. m 0.427. INSTALL 4' WIDE VALLEY GUTTER PER ACHD x VG SUPPLEMENTAL DRAWING SD-708. N N1 V a FINISHED GROUND 0 3 2529 2529 0 a 0 r z X 2526 2526 E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY a EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 cF FINISH GROUND CENTERLINE PHONE(208)639-6939 2523 2523 kmengllp.com N r1 N _ DESIGN BY: KWK 1 00 rn r� rn O O N � N c0 00 O r7 N O) a0 c0 N Cfl c0 a0 z � O � r N � M O a0 � M N M � � c0 I� _ rn M ga M 04 N PO PO rj PO N PO N N pry N N N M N M rN M nj M N DRAWN BY: KWK z r7 M r� M r7 r� to r) r7 r7 r7 M M M M r7 0 LO Ln LO in in U) d LO N In In to 0 � � � 04 In � in N in 04 in N Cq in N N in N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CHECKED BY: MSD DATE: 7/10/24 z 0 PROJECT: 24-120 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 SHEET NO. ti a N d KEYMAP SS\ONAL f SEE GRADING SHEET C3.2 Q FO F FOR COMMON DRIVE _ - - - - - - - - - - - -T62 - _ w.osrnnviosr. 119 III07/14/24P�o 32.51 TBRC/GB 33.06 TBRC/GB 32.60 TBRC/GB/PC I 56 7� lF OF \� +22.38, 16.501 +60.24, 16.501 +76.55, 16.501 BLOCK 9 I III BLOCK 9 CD W W11DFIRFST 9TTNEW S. 32.21 TBRC 31.86 FL 32.21 TBRC P _ 32.53 TBRC/GB/PT/LP +32.74, 16.501 +85.74, 15.67'L +05.74, 16.5016.5015.00' 64 63 62 61 60 59 58 I I � ti � +54.35, 16.501 c) � 32.17 CL/INT/GB 32.12 CL I 0° I II +69.24, 0.00'A +05.74, 0.00' 32.59 TBRC/GB 33.15 TBRC/GB 32.68 CL/GB/PC O S2 51 50 49 48 47 46 45 +22.38, 0.00' 0 +60.24, 0.00' +76.55, 0.00' I ( BLOCK 9 55 0 SWA SWA I I I 31.86 FL SHEET LEGEND +52.74, 15.67'L a CR m � SCA N I I I ~ cc �ELE. & DESCRIPTION FINISHED GRADE ELEVATION s s CR I I 32.61 CL/GB/PT/LP 01 32.13 CL M STA., OFFSET SIDE /a M M a 1 +32.74, 0.00' II III / / /a /a M/a ° M/a M/a M/a M/a MIN +54.35, 0.00'R C) J N 1 FINISHED GRADE SLOPE < ° 0.40% mi SW6 L~L Ln SWA MID U �� III 5410 o� O 0.40% o O CA 9+00 N 10+00 N J ' N CR VG ' ~ GRADE BREAK W. LOST RAPID ST. TS1 1- - - I- I 32.21 CL/GB/PT/LP M/z M/a 4 M/a Mhl a M/a M /a /a a / M/a VG � W LLJ q4, 1 0 �xpp +55.09, 0.00'R �_LLJ W y 0.40% 0.40% o pA� a a o _�, Ln N g 0.40% N CIVIL ACRONYMS O ° ` a ° s ° ° 32.13 TBRC/GB/PT/LP � cn +55.09, 16.50'L W 12+00 13+00 14+0 W ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS°M/a M/a M/a M/a M/ M/a M/a M/a M a ° M/a M/a M/a �S \ �I -�-N. STATIC LINE AVE.� TS1 - - - FOLLOWS: wui a 53 z V) oC CR ���,o a TS1 IC4 J o.40% 1 STA. - ROADWAY STATION FROM CENTERLINE ° CL - ROADWAY CENTERLINE a a a W PC - POINT OF CURVATURE 2.009 - .00% ���Vi M/a a a z PT - POINT OF TANGENCY 32.51 TBRC/GB SWA 33.06 TBRC/GB 32.60 TBRC/GB/PC IC4 1 - -TM/aT aTM/ M®a o M/a a , M a- ELE. - ELEVATION +22.38, 16.50'R +60.24, 16.50'R +76.55, 16.50'R �� 23 �p ,A,, W L - STATION OFFSET LEFT �p R - STATION OFFSET RIGHT `b� p ' = 32.13 TBRC/GB/PT/LP - CR p- TBC - TOP BACK OF CURB U RIM - RIM OF STRUCTURE +55.09, 16.50'R 52 SWA 3 LIP - LIP OF GUTTER O O O O O O O MATCH LINEI - SEE RIGHT PRH PRH Q MA - MATCH EXISTING 30 29 28 27 26 25 24 SW - SIDEWALK o 24 I af BLOCK 14 22 EP - EDGE OF PAVEMENT z BLOCK 14 O FL 32.53 TBRC/GB/PT/LP 32.21 TBRC/PC 32 FLOW LINE a .21 TBRC/PT TOC - TOP OF CONCRETE 0 3 +54.35, 16.50'R 3 +05.74, 16.50'R HP HIGH POINT , 16.50'R PCC - POINT OF COMPOUND CURVE N POC - POINT ON CURVE af `) 17 INT - INTERSECTION 51 31.61 FL PRC - POINT OF REVERSE CURVE I +52.74, 30.67'R 2U- I 25 21 31.61 FL SHEET NOTES <a +85.74, 30.67'R a: A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 31.81 TBRC PT 31.81 TBRC/PC NOTES. +52.74, 36.50'R +85.74, 36.50'R O III I a MARKINGS SIGN AGE SHEET AND FOR STREET PLAN. LIGHTING, PAVEMENT C. SEE SHEET C2.3 FOR ROADWAY DETAILS AND TYPICAL ROAD SECTION. W W W. LOST RAPID ST. ROADWAY PLAN AND PROFILE N . STATIC LINE AVE . ROADWAY PLAN AND PROFILE D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO J TOLERANCES WILL BE ALLOWED. O z O L.L o E. ALL STATION AND OFFSET LABELING RELATED TO EACH p[ 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD z Q - - - - ALIGNMENT. J Q Plan/Profile Scale: 1 - 30 Profile Vertical Scale: 1„ - 3 Plan/Profile Scale: 1„ - 30 Profile Vertical Scale: 1„ - 3 z Q z F. SEE SHEET C4.1-C4.2 FOR STORMWATER PLANS. O z Q V) z z z W Q Q KEYNOTES 2544 2544 2544 2544Lu CP INSTALL CONCRETE PATHWAY, WIDTH AS INDICATED. m z \ Q INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Ln O 0 p CR SUPPLEMENTAL STANDARD DRAWING SD-702. Lu Q = Q Q O INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED W 0L 0 0 NLO IC4 CURB) PER ACHD DRAWING SD-604A. 0 oc 2541 °n coo 2541 2541 o 2541 ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. Q CWC _2 LLj + a' + oO + oN 0) cn GD INSTALL PEDESTRIAN RAMP TYPE "G" PER ACHD - G > N00 II o `n + + ao O SUPPLEMENTAL STANDARD DRAWING SD-712G. Q � + `� � � ri INSTALL YELLOW TRUNCATED DOMES PER ACHD 0 W II Qt N II II SUPPLEMENTAL STANDARD DRAWING SD-712. > z 0) r) Q II a o II I II II II INSTALL PEDESTRIAN RAMP TYPE "H5" WITH 4'X4' ~ > Q 2538 Y r7 W N `� cv 2538 2538 `� N N N m N �M 2538 PRH LANDING PER ACHD SUPPLEMENTAL DRAWING O Q J of Y N Q SD-712H, WITH TRUNCATED DOMES PER ACHD � U w N II w N Y M N Y LO M Z LO Y M y M SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL U Q (/) I- m w o- LLI Q`n N `-) O N n `n Q,n BE RIGID INSERTS WET-SET INTO THE CONCRETE V) 00 Q w II < r?i m II �N m II m N Of N of N (CONCRETE STAMP AND ADHESIVE MATS NOT W J F.- of p _j w m W II W II m m FINISHED GROUND w a W II FINISHED GROUND Q �, o > II w o II W II ALLOWED) AND SHALL BE COLORED 'TRAFFIC c�w w o � w a w > �i > o >> YELLOW'. OL w J C.� W D_' J J Z J Of J Q irJ Z 2535 �'w 2535 2535 "W W W W 0 w 2535 Q SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) CL DESIGN AND PAVEMENT PATCH PER ISPWC SD-303 AND PROFILE ACHD REQUIREMENTS. - - - - O INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING 0.40% -0. 0% - - - - - - - - - -- - - - - - - - - -- _ _ _ - 2532 r - - - - - - - - - -- - - - - - - - - - - - - o.so% 2532 2532 .40% - - - - - - - - - - - - - SD-709. - -0.40% 0.45% -0.4 % -0.40% 2532 SW6 INSTALL 6" THICK 5' WIDE ATTACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD 7.67q 2.35 ° '2.35, 1.61% DRAWING SD-709. 0 a CDINSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE EXISTING GROUND EXISTING GROUND r THICKENED EDGE ALUMINUM WITH 6" WIDE 2529 2529 2529 LQ + 2529 REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED o 2 SIGNS NO LONGER ALLOWED. N I II TS1 CONSTRUCT STREET SECTION PER DETAIL 1 ON 00 00 Q SHEET C2.3. r M N O INSTALL 4' WIDE VALLEY GUTTER PER ACHD 2526 2526 2526 u J u 2526 VG SUPPLEMENTAL DRAWING SD-708. � o� W �w ENGINEERING 0 3 5725 NORTH DISCOVERY WAY a EXISTING GROU D CENTERLINE EXISTING GROU D CENTERLINE BOISE,IDAHO 83713 OF FINISH GROU D CENTERLINE FFINISH GROUND CENTERLINE PHONE(208)639 6939 2523 2523 2523 2523 kmengllp.com N r1 N _ DESIGN BY: KWK v, (0 00 O N r7 O O 00 O r r O � r Ln In N 07 z in to r7 r � O O . - . O rn O r � N I r. r7 N N N N Ki r7 00 °. � ^ r) °. 00 °� rn r j DRAWN BY: KWK g N N �j N Cj N Cj N 'i N 'i N vi N nj r7 N M N M N M N M N M N M N M N N Cj N N N N N N Cj z n V) r7 n r7 V) r7 M r7 M n V) r7 r7 V) r7 M r7 r7 n r7 n r7 r7 r7 n r7 r7 r7 M n �,) r) � � r� r� r7 r7 r7 r� r7 �� O � UO 0 0 V) u) � l(•) V) V) V) U) U) LO L LO Ln L L V V) lf') U N � In lf') Ln Ln Ln LO 04 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Ln N CHECKED BY: MSD DATE: 7/10/24 o PROJECT: 24-120 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 SHEET NO. ti a N d KEYMAP 0JAAL f BLOCK 9 33.69 TBRC/HP 119 +56.01, 16.50'L 07/14/24 0 32.69 TBRC/GB 33.44 TBRC/GB 33.65 TBRC/BVCS 33.78 CL/HP 33.49 TBRC/EVCS 33.11 TBRC/EVCS �q�9TF 0 +25.58, 16.501 +00.02, 16.501 +40.25, 16.50'L +56.01, 0.00' +90.25, 16.501 +22.74, 16.50'L M/a 45 M/va M/a 44 M/a 43 42 41 40 39 3a8 I III I 37 z w wD aFs1 TTyEW 4 4 M03278 CL/GB 3352 CL/GB 33.73 CL BVCS 33.58 CL EVCS TBRC _ N4 I +25.58, 0.00' +00.02, 0.00' +40.25, 0.0 +90.25, 0.00' +24.74, 16.50'L SHEET LEGEND Q 0 0 �ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDEly0 ,n SWA SWA CO N 33.20 CL EVCS +22.74, 0.00' 1� FINISHED GRADE SLOPE W CR I33.2t CL/MAMAJ Aa M/ M/a /a M/a M/a / S•� +24.74, 0.00' GRADE BREAK W 1`�0 15+00 00 17+0o Ln CIVIL ACRONYMS O i STATIC LINE AVE.- TS1 - SCA ) I.JJ I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS j uj �z FOLLOWS: Lu t= STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE M/a M a M/a M/a M/a M/a M/a M/a M/a M/a MA M/a M/ M/a M/a ° %= PC - POINT OF CURVATURE /u ' CR CR PT - POINT OF TANGENCY ELE. - ELEVATION SWA SWA I L - STATION OFFSET LEFT Q R - STATION OFFSET RIGHT G TBC - TOP BACK OF CURB G RIM - RIM OF STRUCTURE 33.1 t TBRC/MA LIP - LIP OF GUTTER 32.69 TBRC/GB +24.74, 16.50'R MA - MATCH EXISTING +25.58, 16.50'R 33.44 TBRC/GB 33.65 TBRC/BVCS I SW - SIDEWALK +00.02, 16.50'R +40.25, 16.50'R EP - EDGE OF PAVEMENT z R/W FL - FLOW LINE TOC - TOP OF CONCRETE 17 16 15 14 13 12 11 10 O 47.0 HP - HIGH POINT 2.0' 5.0' 16.5' 16.5' 5.0' 2.0' 1.0' LEVEL PCC - POINT OF COMPOUND CURVE CL-TBC CL-TBC LANDING TYP. POC - POINT ON CURVE 33.69 TBRC/HP 33.49 TBRC/EVCS I 33.11 TBRC/EVCS 1.75% 1.75% INT - INTERSECTION +56.01, 16.50'R +90.25, 16.50'R i+22.74, 16.50'R -� -2% 2% -► 3:1 MAX PRC - POINT OF REVERSE CURVE BLOCK 16 �� �� .. '..:;.• . °. . . :' .....:.. � �� 0 SHEET NOTES \//\ / A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD \ NOTES. B SHEET O STREET LIGHTING, PAVEMENT 3" ROLLED CURB & GUTTER \ � /\ MARK NGSAND SIGNAGEPLAN, PER ACHD SUPPLEMENTAL / / STANDARD DRAWING SD-702 C. SEE SHEET C2.3 FOR ROADWAY DETAILS AND TYPICAL 5' WIDE SIDEWALK PER ACHD 2.5" OF PLANT MIX PAVEMENT (CLASS III) ROAD SECTION. W SUPPLEMENTAL STANDARD J N . STATIC LINE AVE. ROADWAY PLAN AND PROFILE DRAWING SD-709 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. L.L 14" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. O z Q 0 30 60 90 0 3 6 9 NOTE: 8" OF COMPACTED SUBGRADE E. ALL STATION AND OFFSET LABELING RELATED TO EACH z SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. ALIGNMENT. J Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY ALLWEST TESTING AND ENGINEERING, INC. DATED AUGUST 6, 2018. z Z 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. F. SEE SHEET C4.1-C4.2 FOR STORMWATER PLANS. O Q TYPICAL ROLLED CURB ROADWAY SECTION w Q 1 Scale: NTS KEYNOTES 2Q 1 Q 2544 2544 CR INSTALL 3" ROLLED CURB AND GUTTER PER ACHD m z W O SUPPLEMENTAL STANDARD DRAWING SD-702. Q > OSAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) Ln O SCA AND PAVEMENT PATCH PER ISPWC SD-303 AND = Q o ACHD REQUIREMENTS. L LI cL O 2541 00 + N INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK 0 2541 SW'4 PER ACHD SUPPLEMENTAL STANDARD DRAWING Q W _ LW N SD-709. _ LO II P I STA: 16+65. 5 CONSTRUCT STREET SECTION PER DETAIL 1 ON Q VI ELEV: 2533.87 II TS1 SHEET C2.3. Q W II � K: 29.29 a, rI Y M LVC: 50.00 cn 04 (N HIGPT. STA: 16+ 6.01 2538 w N U N II i in co II Q m > N in W a LJ O_j It 11) O 11) p w Q 11) 0) 11) Q p Oof V) W EXISTING GROUND 0Of� w w Z 2535 > m w 2535 m W 0.40% 2532 2532 a X N N1 V a 0 a O 3 2529 FINISHED GROUND 2529 0 v 0 n r z X 2526 2526 E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY a EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 oF FINISH GROUND CENTERLINE PHONE(208)639-6939 2523 2523 kmengllp.com N r1 N DESIGN BY: KWK z V) N L L n O � n t0 r7 M O g r� �i r� N N r� N r� N r� �`j r) r7 r� r) r) DRAWN BY: KWK �O M) r7 r7 r7 r7 r7 r7 M M Z LO L in V) V V V M V M L M in M in M L M LO o N 'n N N N N N N N N N N V N � N � N N � N CHECKED BY: MSD N N N N N N N N N N N DATE: 7/10/24 z o PROJECT: 24-120 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 SHEET NO. ti a N d GRADING LEGEND SS\ONAL f � 25 F � 29 FINISHED GRADE ELEVATION k Fp tiF Q 1.50% FINISHED GRADE SLOPE 119 07/14/24 0 2626 ---- FINISHED GRADE CONTOUR �'9TTy aFS\0��� EW -2645- EXISTING GRADE CONTOUR GRADE BREAK CIVIL ACRONYMS ui _ ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a - - FOLLOWS: � 33.977 33.97 33.84 33.78 33.80 33,g2 33.83 33.83 3 33.6 33.6 34.05 34.16 34. 34.66 STA. - ROADWAY STATION FROM CENTERLINE FG FG FG FG FG FG FG FG FG F FG FG G FG FG FG FG � � � CL - ROADWAY CENTERLINE 33.72 ° 34.57 I PC - POINT OF CURVATURE FG PT - POINT OF TANGENCY TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' LO TYPE'A' LOT TYPE'A' LOT TYPE'A' LOT TYPE'A' MA I ELE. - ELEVATION LOT TYPE'A' L - STATION OFFSET LEFT 34 R - STATION OFFSET RIGHT O O O 53 O O O O O O O O O O O O O TBC - TOP BACK OF CURB 56 55 54 52 51 50 49 48 47 45 44 43 42 41 40 39 38 37 36 35 LIP - LIP OF GUTTER N - - I BLOCK 9 SW - SIDEWALK z . TOA - TOP OF ASPHALT 0 TOC - TOP OF CONCRETE CP5 BLOCK 9 I I TOE - TOE OF SLOPE/WALL � � TOW - TOP OF WALL w �_ 34.81 33.05 32.89 32.44L-1 L '.32.24 133.20 32.24 32.36 32.52 32.55 32.39 32.23 32.32 32.48 32.64 32.84 33.24 33.58 33.78 33.57 GB - GRADE BREAK G FG FG SW SW SW SW SW SW SW SW SW SW W SW SW SW SW SW/MA MA - MATCH EXISTING 32.16 34.91 32.15 32.28 32.44 32.46 32.30 32.14 TBRC 32.24 32.40 32.56 2.75 33.15 33.50 33.69 33.48 33.11 FG TBRC TBRC TBRC TBRC TBRC TBRC TBRC TBRC TBRC BRC TBRC TBRC TBRC TBRC TBC/MA - -----__ M a M a a a a a M a a a M a SHEET NOTES SEE SHEET C3.2 FOR COMMON I p a . afzl, R w v a • + < ' R W LOT DRIVEWAY DETAIL 57 '� `' - A. SEE SHEET C1.1 FOR GRADING NOTES. , : . a a a • ;R W II ---- - - N. STATIC LINE AVE. `J 2 I B. SEE SHEETS C2.1-C2.3 FOR ROADWAY IMPROVEMENT S PLANS. 35 0 ��, . I C. SEE SHEET C2.3 FOR TYPICAL ROAD SECTION. M *� M a�-M a M a M a M a M a w M a M a° a M MIN M a M a, AA 21 M a°4 Z 34.30 58 32.13 FG TBRC 32.21 32.22 32.36 32.52 3 .68 33.06 33.45 33.66 33.57 33.11 TBRC TBRC TBRC TBRC T RC TBRC TBRC TBRC TBRC TBC/MA KEYNOTES A 32.22 a a TYPE'A' SW LO TYPE'A' 32.5 32.30 32.30 32.45 32.61 32 77 33.15 33.54 33.75 33.66 32.69 33.20 24 22 SW 31 89 a S SW SW SW SW SW SW SW I I SW/MA CP5 INSTALL CONCRETE PATHWAY, 5 FOOT WIDTH. 4.31 32.71 SW L T TYPE'A' 31.81 LOT TYPE'B' L TYPE'B' LOT TYPE'B' LOT TYPE'B' LOT TYPE'B' 4.25 TBRC H 32.60 FG 3.` LOT TYPE'B' LOT TYPE'B' LOT TYPE'B' G N TBRC 32.62 Q TBRC 4.45 59 SW a '; G 32.78 LOT TYPE' ' 0 17 16 15 14 13 12 11 10 I 9 g 7 LOT TYPE'A' v~i SW 25 FG 33 31.74 Lu O O I O O O � 0 32.70 O 34.4 21 SW u= J TBRC F L T TYPE'A' 31.65 BLOCK 16 I I LOT TYPE'A' 32.91 TBRC 31. 7 PRESCOTT RIDGE 3.=' TBR 34.73 O TBRC 32 94 34.89 35.05 35. 4 35.82 36.04 37.44 35.03 34.97 SUBDIVISION NO.3 r FG 60 60 32• W �,'* SW T TYPE'A' 4 49 3 FG FG FG G FG FG FG MA MA -\ X-32.85 G W TBRC 26 20 31.SW 34.64 31.7 FG L T TYPE'A' 31.49 TB 4 4 4 4 4 4 > LOT TYPE'A' 33.07 TBRC 3 .79� 4 4 O z 34.61 TBRC - 33.10 yy 3 Q FG 61 32. 8 M SW LOT TYPE'A' W 4.64 2.95 Z Z 33.01 27 G 31.75 32.17 4 4 4 4 > M 4/ O6 Q TBRC 34.57 19 SW SW 4 4 > J FG TY 31.66 3 32.08 , - z TBR 3 .. LJ..I Z I LOT T PE'A' 33.07 34.45 TBRC 33.04 -- --- / F. R / LLJ FG 62 32.)9 SW LOT TYPE'A' --- --i / 5 yy I ___ SEE SHEET C3.2 \ 32.60 32. 6 1 L 32.96 28 II 18 FOR COMMON LOT / R SW A m z W LU �' TBRC DRIVEWAY DETAIL / 32.51 - - / 0 � Q � > � F BRC � � � � � � � � � 4 _ 0 LOT TYPE'A' 32.91 W CP5 4 0 O 3 • DC 34.47 32.72 32.56 32.01 �•a 4 L u _ d TBRC cc 4.29 63 32.83 SW 88 LOT TYPE A' FG FG FG TBRC �M.�:. 4 33.516 > :.. 4 18 4 .96 a G - G O SW f : 32.80 29 32S 32.25 M /l!Bqc \ 4 4 7 M 4 BLOCK 9 TBRC O 34.2 BLOCK 14 RC w KF�RF BR G Z F 15 32.34 M �q y V 32.75 17 O SW 32.49 LOT TYPE'A' TBRC O 16 TBRC 32.38 O 3 r z < 32.72 32.67 ` SW LOT TYPE'A LOT TYPE'B' 32.58 MA O 32.26 64 32.64 LOT TYPE'B' 14 SW 32.73 - - - - MA TBRC 30 31.53 LOT TYP TBRC 32 '0 31.69 R 32.60 -- 32.60 MA 31.81 32.82 / a W - r .SW/MA. w -SW/MA _ _ MA OTTYPE'B' 13 SW 32.52 32.52 O � 1 ;TBC/MA t -> -> - � MA TBRC yid 0 - - - - - - - - - - - - - - - - - - 2 - - 3 LOT TYPE'B' O - - _ �' IBC/MA M� - - - 1 MA O 33.12 SW/MA � -�- � � � � L 12 SW O 3 .26 32.35 A ~ - - - - - - - - - - MA LOT TYPE'B' O 33. • TBC/MA O / 2 11 TBRC N. RUSTIC OAK WAY / O �� � � 32.32 33.28 32. �• 1 \ MA LOT TY B' SW � ,� - - - - - - - - - - � --� �\ 'MA 32.44 N -� ., 30.93 S MA • • ,' / 0 93 W ' P ` a �\ MA // ��• P� '� �'. E, d . \ � .42a 3 r I I �. = �� \\ ` , \3 MA TYPE'B' 0 33.50MA �. w z 3 z ENGINEERING z 5725 NORTH DISCOVERY WAY O , BOISE,IDAHO 83713 PHONE(208)639-6939 N kmengllp.com DESIGN BY: KWK z z g DRAWN BY: KWK a z s CHECKED BY: MSD DATE: 7/10/24 GRADING IMPROVEMENT PLAN o PROJECT: 24-120 SHEET NO. 0 40 80 120 > N Plan Scale: 1" =40' C3. 1 ti a N d GRADING LEGEND SS\ONAL f � F �25 29 FINISHED GRADE ELEVATION k Fp tiF Q 1.50% FINISHED GRADE SLOPE 119 07/14/24 0 2626 FINISHED GRADE CONTOUR �'9TTy oFS\OF`�� EW -2645- EXISTING GRADE CONTOUR GRADE BREAK CIVIL ACRONYMS ui ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a 2C FOLLOWS: � 2RC STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE _ PT - POINT OF TANGENCY ELE. - ELEVATION 33.23 - L - STATION OFFSET LEFT 33.42 TOC 33.2TBIR R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB 32.86 32.67 LIP - LIP OF GUTTER N TOC TBRC SW - SIDEWALK z TOA - TOP OF ASPHALT 0 TOC - TOP OF CONCRETE cn TOE - TOE OF SLOPE/WALL 5; :E TOW - TOP OF WALL w Lu_ GB - GRADE BREAK 2.00% 2.00% MA - MATCH EXISTING CR SHEET NOTES A. SEE SHEET C1.1 FOR GRADING NOTES. 2RC B. SEE SHEETS C2.1-C2.3 FOR ROADWAY IMPROVEMENT PLANS. CR C. SEE SHEET C2.3 FOR TYPICAL ROAD SECTION. 57 18 z KEYNOTES OINSTALL 3" ROLLED CURB AND GUTTER PER ACHD CR SUPPLEMENTAL STANDARD DRAWING SD-702. OINSTALL CURB TERMINUS PER ISPWC CT STANDARD DRAWING SD-707. OCONSTRUCT STREET SECTION TS3 PER DETAIL 3 THIS SHEET. 33.25 33.00 b� CD INSTALL 2' RIBBON CURB PER ACHD TOC TBRC � SUPPLEMENTAL STANDARD DRAWING SD-703. 0 0 19 b� o o � 0 o J 0 � � O 32.65 1.5' MIN. Of SUBGRADE OF PAD O Ln � TOC 0.30' 0.30' 0.0% Z o.o% o.0% Z � H rr\\n\u.0 irk\ aI\v�\\Yrr\Yn\\ a J J TS3 TS3 TBRC 'T• WIDTH z 15.0' VARIES 50.0' 20.0' O Q Q 2RC z a a CR TYPE A LOT GRADING TYPICAL SECTION > Lw 1 Scale: NTS 1 G Q Q 32.89 TBRC Q > tY tY O w = Q Q 2.00% OPTIONAL REAR LOT SWALE 0.30' 30'.0 W SUBGRADE OF PAD � 0.0% 0.0% 0.0% - > > 32.29 2 7 /A\m\\ir1\\Y/I\\Y/T\\ Q Q TBRC MAX WIDTH 50.0' (TYP.) 10.0' z Z Z 5 VARIES O Q Q Q 2RC 32.52 TYPE B LOT GRADING TYPICAL SECTION � � \ SW 32.802 Lu (D 0 0 M% TBRC Scale: NTS CT 0L PL PL 25.0' 32.36 24.00' TOC ° BACK-TO-BACK 32.44 � i/ a 3:1 MAX. --2.0% 3:1 MAX. \ RIB ° SLOPE SLOPE TBRC \��\��\��;' :.:. .� ..r:,:,:, ..... •�v:- :,.. :.:.. :,., ..,•,..°'.:;.. ; �������� 2' RIBBON CURB PER ACHD SUPPLEMENTAL 3" ROLLED CURB & GUTTER STANDARD DRAWING SD-703. PER ACHD SUPPLEMENTAL STANDARD 2.5" OF PLANT MIX PAVEMENT (CLASS III) 3 d CT / DRAWING SD-702 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. ° 10" OF 6"-MINUS PIT-RUN SUBBASE. N a ��� ° 8" OF COMPACTED SUBGRADE } TYPICAL SHARED DRIVE SECTION Z TBRC SW 38 Q X Scale: NTS a 0 E N G I N E E R I N G zz 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 PHONE(208)639-6939 COMMON DRIVEWAY GRADING PLAN LOT 57 COMMON DRIVEWAY GRADING PLAN LOT 18 kmengllp.com N DESIGN BY: KWK g 0 10 20 30 0 10 20 30 DRAWN BY: KWK a o Plan Scale: 1" = 10' Plan Scale: 1" = 10' CHECKED BY: MSD DATE: 7/10/24 z o PROJECT: 24-120 SHEET NO. ti a N d SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY SS\ANAL f NOTES. O 2. SEE SHEET C4.2 FOR STORM WATER DETAILS. Q F F 3. GROUNDWATER ELEVATIONS ARE LISTED IN SEEPAGE BED 119 TABLE ON SHEET C4.2. FOR ADDITIONAL GROUNDWATER 07/14/24 0 INFORMATION AND WELL LOCATIONS, REFER TO THE "MID-SEASON GROUND WATER REPORT" PREPARED BY �q F OF SITE CONSULTING LLC, DATED 7/31/23. CONTRACTOR TO TTyEW S•�� NOTIFY ENGINEER IMMEDIATELY IF GROUND WATER IS ENCOUNTERED. THE SEEPAGE BEDS SHOULD BE EXTENDED INTO THE POORLY GRADED GRAVEL WITH SAND, WHICH SHOULD HAVE AN INFILTRATION RATE OF 41N/HR OR GREATER. REFER TO THE "GEOTECHNICAL RECOMMENDATIONS REPORT" PREPARED BY SITE CONSULTING LLC, DATED 7/11/2022. 4. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR MANHOLES AND CATCH BASINS. 5. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE uj _ COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ao ROW OR WHERE COVER IS GREATER THAN 2 FEET THE PI T PI PI T-PI �I P T-PI Pl Pi PI Pi Pi P1_ Pi Pi PI F I Pi PI T-PI lPl PIT PI P� P1 T P PI P1 I STORM PIPE SHALL BE ADS N-1 2 HP PIPE OR 1 j 1 1 j 1 APPROVED EQUAL. PLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN BLOCK 9 I I STRUCTURES. BLOCK 9 6. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC a I I STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 I RATED LIDS UNLESS OTHERWISE SPECIFIED. O 37 36 N 7. THE CONTRACTOR SHALL COMPLY WITH ALL THE Ia O INLET 1 REQUIREMENTS FOR STORM WATER DISCHARGE z IC4 V) RIM:2531.92 :4 I ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES cn SUMP:2529.13 I IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP j INV OUT:2529.13 12" C900 PLAN PREPARED FOR THIS SITE, REGULAR SITE Lu Lu a Q25: 0.45 CFS 30' of 12" C900 ® 0.22% DP4 °� INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE °C Q100: 0.63 CFS I I r I I SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN 1 T 1 I THE NPDES GENERAL PERMIT. INLET 2 a 10' of 12" ADS N-12 HP ® 0.22% DP1 � Ia IC4 a a aI a M 8 ALL CHANGES REQUIRE APPROVAL BY THE DESIGN RIM:2531.92 M a ENGINEER AND ACHD. SDMH 1SUMP:2528.97 q INV IN:2529.07 12" (E) w w M H RIM:2531.49 w w w v w w w 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM I SUMP:2528.35 w w w w w w w INV OUT:2528.97 12" ADS N-12 HP DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN Q25: 0.25 CFS I INV IN:2528.45 12" C900(N) I MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER Q100: 0.35 CFS O :INV UT28.45 12" ADS IN 12 HP(S) FL N s s s 130' of 18" Perf Pipe © 0.00% DP2 s INV UT2528.35 12' ADS N-12 HP(W)� s PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH s 3 s s s s I s s s SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC #1 . ° o Z v 58 •..:<•.. ,•.,,._: _< 10' of 12" ADS N-12 HP ® 0.39% a-o� 4 � ' � ..�, 23 a / t\ I DP1 M a a M M a-vfM•a a. a KEYNOTES SGT 1 10' of 18" ADS N-12 HP @ o.On% DP5 �'. 1 INLT 4 SG1 RIM:2532.26 � OW RIM:2531.28 IC4 1 1 1 1 1 1 UTILITY MAIN/MAIN CROSSING O N SUMP:2528.49 O INV IN:2528.95 12" ADS N-12 HP(E) MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE INV OUT:2528.10 18" ADS N-12 HP(S) 24 22 �� INV OUT:2528.49 12" (N) a INLET BAFFLE:2528.85 3 , N 025: 0.95 CIFS BLOCK 16 � O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, OUTLET BAFFLE:2528.35� 0 I AMENITY, ETC.), PER CITY OF MERIDIAN BAFFLE SPACING:24" �' REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 59j DP4 20' of 12" C900 ® 0.22% NOTE 2, SHEET C1.1 FOR MORE INFORMATION. N 17 16 15 14 13 12 11 10 O9 O8 a: UTILITY MAIN SERVICE CROSSING N 25 3,a 30' of 12" ADS N-12 HP @ 1.62% DP1 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION '� 21 OF THE POTABLE WATER AND NON-POTABLE INLET 3 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 2 CD RIM:2531.28 20' of 12" ADS N-12 HP ® 0.28% DP1 I © AMENITY, ETC.), PER CITY OF MERIDIAN FLSUMP:2528.49 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER INV OUT:2528.49 12" (S) 20' of 18" ADS N-12 HP ® 0.00% DP5 I NOTE 3, SHEET C1.1 FOR MORE INFORMATION. 60 025: 0.75 CFS 3 y Q100: 1.04 CFS �' °' °' * ' tt Id Id 80' of 18" Perf Pipe ® 0.00% DP2 I Id Id id fd- - •Id INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED (/') a � I 20 ° CURB PER ACHD SUPPLEMENTAL STANDARD z ' SDMH 2 VSF #1 IC4 ) O BLOCK 9 M H RIM:2531.61 DRAWING SD-604A.- `� SUMP 2527.79 z Q - '�; INSTALL 12" ADS N 12 HP POLYPROPYLENE PIPE. J 3 INV IN:2527.89 12" ADS N 12 HP(E) f ED LENGTH AND SLOPE AS LISTED ON PLANS z Z 61 INV OUT:2527.79 12" ADS N-12 HP(S) °. , ,,....... ;"-.. . .:.".,,. _..,.:. Q 27 a .` ;; ;:;;,:<. ;;::.,:..: :. . ,:•, ; : ' , �� 6 EDINSTALL 18" PVC PERF PIPE PER ACHD POLICYO�� - z; O WITH PERFORATIONS ON TOP HALF ONLY PER BMP z - '•`' OW '- 20. LENGTH AND SLOPE AS LISTED ON PLANS. (/) z �. . 3 SGT 2 PRESCOTT RIDGE W ~ a RIM:2532.17 R INSTALL 12" PVC PERF PIPE PER BMP 20. � 0 z $G1 INV IN:2527.73 12" ADS N-12 HP(N) SUBDIVISION NO.2 DP3 LENGTH AND SLOPE AS LISTED ON PLANS. - 2 W 62 `� INV OUT:2526.88 18" ADS N-12 HP(S) R 1 W s I QW INSTALL 12" C900. W INV OUT:2527.73 INLET ADS N-12 HP(W) `` " ED LENGTH AND SLOPE AS LISTED ON PLANS. m Z \ > • � 28 INLT BAFFLE:2527.13 d •• . s .,N�\ � � � � � � � � � � � � � � � Q OUTLET BAFFLE:2527.63 \ 80' of 12" Perf Pipe ® 0.00% DP3 5O DP5 INSTALL 18" ADS N-12 HP POLYPROPYLENE PIPE. - O u, BLOCK 14 I BAFFLE SPACING:24" W s 4 4 4 4 a..1g LENGTH AND SLOPE AS LISTED ON PLANS ° 80' of 12" Perf Pie ® 0.00% W I DP1 15' of 12" ADS N-12 HIP ® 0.10% P DP3 � :,3 � � � � � INSTALL STANDARD CONCRETE CATCH MANHOLE la 63 3 1 1 I SDMH 3 W s\c• r \� �i. MH PER 6A ACHD SUPPLEMENTAL STANDARD DRAWING VI W C W O GD RIM:2532.63 M 20' of 12" ADS N-12 HP ® 0.00%R DP1 a CD / 29 SUMP:2527.72 �\ �s .•.: SB IFDETAIL ALONE SHEET C4.2. PER W Z f INV IN:2527.72 12" ADS N-12 HP(E) 20' of 12" ADS N-12 HP @ 0.00% DP1 rr nn INV OUT:2527.72 12" ADS N-12 HP(W) 15 / > ry R INSTALL 1,000 GALLON SAND AND GREASE TRAP V A INV OUT:2527.72 12" ADS N 12 HP(S) 1 �t �\D O SG1 PER ISPWC STANDARD DRAWING SD 624. Q ' 17 16 10' of 12" ADS N-12.HP ® 0.10% DP1 y a CONSTRUCT OBSERVATION WELLS PER ACHD 2017 O z 0 O I O I Ow STORMWATER DESIGN GUIDELINES SECTION 8200 U Q 30 SDMH 4 14 �y` w \ STANDARD DRAWING BMP 20 AND ACHD V) MH RIM:2533.45 s R `a BLOCK 16 SUPPLEMENTAL STANDARD DRAWING SD-627. W INTERNAL WELL SHALL BE INSTALLED 5-FEET- - SUMP:2527.71 / FROM THE END AND EDGE OF THE BED. OUTSIDE INV IN:2527.71 12" ADS N-12 HP(E) 13 �," � Jsl 3 = Id_ i��Id� _ Id s . / WELL SHALL BE INSTALLED A MINIMUM 50' FROM INV OUT_2527.71 12" ADS N-12 HP(S) �� 3 �, d 4 O THE PERIMETER OF THE BED. PLACE THE WELL - - 1 - - - - - - - - - D MUST BE - - - - _ 3 IN THE SIDEWALK FOR PROTECTION. THE PORTION - - �� d W PPEDPIPE LIING IN DRAINAGEINAGE GEOTE TILE, TYPE II (ISPWC WRAPPED N SECTION 2050 -M M M m M M M M-+ � /d BLOCK 14 11 O CONSTRUCT VERTICAL SAND FILTER PER ACHD M�M \\ �/d �� s e VSF POLICY SECTION 8200, STORMWATER DESIGN MANUAL BMP 21. HIGH GROUNDWATER DATA s OBTAINED FROM REPORT PREPARED BY SITE s s s s s �s s s s S N o M s CONSULTING, LLC DATED 7/11/2022. AA AJ m a a S- S oI GJ- GI��GI�- �� G Ga GI GI GI -6I 41 /71 4 'ham z z M \ / A.• s M BLOCKI4 s a ENGINEERING / \S 5725 NORTH DISCOVERY WAY z G/ / \ BOISE,IDAHO 83713 o I - N \ O \ PHONE(208)639-6939 \ / �.� �s \ °� �i�.'° kmengllp.com DESIGN BY: KWK z z g DRAWN BY: KWK a z s CHECKED BY: MSD Li DATE: 7/10/24 DRAINAGE IMPROVEMENT PLAN o PROJECT: 24-120 SHEET NO. 0 40 80 120 > N Plan Scale: 1" =40' C4. 1 ti a N d SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY SS\ANAL f NOTES. HIGH FLOW 2-YR STORM FLOW Q FO F BYPASS 2. SEE SHEET C4.2 FOR STORM WATER DETAILS. REQUIRED 3. GROUNDWATER ELEVATIONS ARE LISTED IN SEEPAGE BED 119 15 TABLE ON SHEET C4.2. FOR ADDITIONAL GROUNDWATER 07/14/24 0 INFORMATION AND WELL LOCATIONS, REFER TO THE �9T P� "MID-SEASON GROUND WATER REPORT" PREPARED BY �q F OF �� 1 SITE CONSULTING LLC, DATED 7/31/23. CONTRACTOR TO TTyEW S. i f- NOTIFY ENGINEER IMMEDIATELY IF GROUND WATER IS TRANSITION 5-F1' IN OBSERVATION NOTES:5 5' WELL #2 ENCOUNTERED. THE SEEPAGE BEDS SHOULD BE BED NON-PERFORATED &ACROSS STREET 1. THIS BMP MUST BE APPROVED FOR USE BY ACHD AND IS ONLY ALLOWED WHERE 3-FT SEPARATION EXTENDED INTO THE POORLY GRADED GRAVEL WITH TO PFRFORATED PIPE 1 IN SIDEWALK OR MIN TO HSGW IS NOT POSSIBLE_ BMP SHALL ONLY BE ALLOWED IN COMMON AREAS. SAND, WHICH SHOULD HAVE AN INFILTRATION RATE OF (TMP) v LN-� 50' DISTANCE 41N/HR OR GREATER. REFER TO THE "GEOTECHNICAL 2. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. RECOMMENDATIONS REPORT" PREPARED BY SITE `1 CONSULTING LLC, DATED 7/11/2022. v v v v v = 3. CONTACT DESIGN PROFESSIONAL FOR VERTICAL SAND FILTER REDESIGN IF GROUNDWATER IS ENCOUNTERED 4 ' ABOVE MAX HSGW ELEVATION 4. PROVIDE WATER-TIGHT SEALS AT PIPING LLJ v ENTRANCES/EXITS FOR MANHOLES AND CATCH BASINS. a ~ 4. ALL VAULTS, MANHOLES, & SAND. AND GREASE TRAPS SHALL BE H525 OR GREATER LOAD. RATED A aw A 5. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE W LLJ v a - 5. VERTICAL SAND FILTER SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF o ROW OR WHERE COVER IS GREATER THAN 2 FEET THE Q 6. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS STORM PIPE SHALL BE ADS N-12 HP PIPE OR v vLj SECTION 18" PIPE APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN PERFORATION 7. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM LESS THAN 5-FEET OF SEPARATION BETWEEN a v v w DETAIL STRUCTURES. N n N.T.S. 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES a 6. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC aGo 9. BED WIDTH SHALL REMAIN CONSTANT STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC o RATED LIDS UNLESS OTHERWISE SPECIFIED. OBSERVATION WELL #1� - COVER NOTES: N -9 7. THE CONTRACTOR SHALL COMPLY WITH ALL THE z v v a r THIS BMP IS ALLOWED IN THE RIGHT-OF-WAY ONLY FOR CAPITAL AND. MAINTENANCE PROJECTS. REQUIREMENTS FOR STORM WATER DISCHARGE p 5•' ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES cn T FOR VERTICAL SAND FILTERS IN PUBLIC RIGHT-OF-WAY: IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 5;r PLAN PREPARED FOR THIS SITE, REGULAR SITE wui TO A 10. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE 15 REQUIRED INSPECTIONS, DOCUMENTATION NT MODIFICATIONSS AS SET FORTH IN THE °C 1.5' ASTM C-33 SECTION 12" PIPE ==BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN SWPPP AND OTHER REQUIREMENT PLAN FILTER SAND PERFORATION --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED THE NPDES GENERAL PERMIT. N.T.S. DETAIL --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE NTS 8. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. 11. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REQUIRED WITH MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM FILTER FABRIC 1 5' DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN OBSERVATION WELL TOP & SIDES SAND WINDOW 12. FULL ROADWAY SECTION IS REOUIRED OVER VERTICAL SAND FILTERS. VERTICAL SAND FILTERS SHALL NOT MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER [ EXTEND ABOVE SUBGRADE PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH t 18" PERFORATED PIPE SECTION 8018 OF THE ACHD DEVELOPMENT POLICY SEE COVER 2-YR STORM 13. THE DESIGN PROFESSIONAL IS 'SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE MANUAL AND ISPWC SD-623. o NOTES - SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE z CLEAN 1.5"-2" CLEAN 1.5"-2" DRAIN ROCK RAIN ROCK 6 MIN FOR VERTICAL SAND FILTERS OUTSIDE PUBLIC RIGHT-OF-WAY: ' 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED 1' WOVEN GEOTEXTILE FABRIC TPVC LINER, ACROSS BOTTOM HIGH FLOW BYPASS SLOPE BOTTOM OF OF ROCK AND ALONG OUTSIDE LINER UNDER ROCK PORTION EDGES OF ROCK. LINER SHALL 12" PERFORATED PIPE OF SEEPAGE BEDS BE CONTINUOUS (SEAMS MIN 1% TOWARDS SAND FACTORY SEALED) OR PROVIDE 12" OVERLAP AT SEAMS. SECTION A-A N.T.S. 2017 VERTICAL SAND FILTER STANDARD DRAWING 2017 VERTICAL SAND FILTER STANDARD DRAWING 0 Ln ACHD STORMWATER DESIGN ACHD STORMWATER DESIGN z z GUIDELINES BMP21 GUIDELINES z BMP 21 SHEET 1 OF 2 SHEET 2 OF 2 z J 0 � cn z 0 w 1 � Q SEEPAGE BED TABLE m z \w w BED LENGTH BED WIDTH AVG. BED 100-YR VOLUME DESIGN INFILTRATION / 0 SEEPAGE BED (FT) (FT) DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. PROVIDED (CF) RATE (IN/HR) L O Lu SB #1 135 10 3.5 2532.265 2530.766 2528.101 2527.171 2524.170t 2,358 4.0 Lu z VSF #1 85 LINED: 8.5 4.5 2531.280 2529.513 18":2526.879 2525.013 2524.009t 4,572 1.0 0 L u Q UNLINED: 30 12":2527.705 - - cr_ p[ W 0 Q 0 z NO TREES ARE ALLOWED WITHIN U Q 10' OF THE OUTSIDE PERIMETER FINISHED GROUND V ELEV. - "A" (MIN.) OF THE SEEPAGE BED Lau Q ELEV. - "B„ KEY � � � � � � � � � � � 1. 1.5 FEET OF ASTM C33 FILTER SAND. VARIES SEE TABLE THIS SHEET 2. 3/4" - 2" ANGULAR ROCK. ELEV. - "A" (MIN.) 3 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER 2017 ACHD ELEV. - "C" STORMWATER DESIGN GUIDELINES DETAIL BMP 20. NO TREES ARE ALLOWED WITHIN 10' OF THE `? 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ELEV. - "B" OUTSIDE PARAMETER OF THE VERTICAL SAND FILTER 5 z t' 5 w ENGINEER. w 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED + + + + + + + + + + + + + + + + + + + + - N EQUAL MEETING SPECIFICATIONS STATED IN ACHD STORMWATER DESIGN 1.5' w GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND + + + + + + + + + + + + + + + + + + + + SIDES ONLY. a \�/ j 6. SEASONAL HIGH GROUNDWATER ELEVATION IS EXPECTED TO REMAIN AT A DEPTH OF 5' TO 14'. REFER TO THE MID-SEASON GROUNDWATER X ELEV. - "C" UNLINED 1 w N a-m REPORT PREPARED BY SITE CONSULTING, LLC DATED 7/31/2023. N 2 2 = 2 w¢ CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ELEV. - "C" LINED ~w ~ GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM v ® w w w w DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS _ w m V) cn HIGHER THAN ANTICIPATED. o MAX. HSGW' 7 ® > "4 n 7. INSTALL GROUND WATER OBSERVATION WELL PER ACHD 3 SUPPLEMENTAL SD-627. EXTEND TO A MINIMUM OF 1-FOOT BELOW ELEV. - "D„ THE BOTTOM OF SAND. THE PORTION OF PIPE LYING IN DRAINAGE SAND MUST BE WRAPPED IN DRAINAGE GEOTEXTILE, TYPE I (ISPWC �\ \ \ \ \ \ 5 \ \ \ \ \ \ \ \ z r; SECTION 2050). w o Q MAX. HSGW WIDTH VARIES, OR ROCK x KEY ELEVATION SEE TABLE THIS SHEET a 1. 1.5 FEET OF ASTM C33 FILTER SAND. 2. 3/4" - 2" ANGULAR ROCK. 0 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER 2017 ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 21. SEEPAGE BED E N G I N E E R I N G a 4. 12"0 PERFORATED PIPE. INSTALL PERFORATIONS PER 2017 ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 21 5725 NORTH DISCOVERY WAY a 5. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. SCALE: NTS BOISE,IDAHO 83713 0 6. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING SPECIFICATIONS STATED IN ACHD PHONE(208)639-6939 STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND ONE SIDE ONLY. GENERAL NOTES kmengllp.com 7. WOVEN GEOTEXTILE PER 2017 ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. A. GROUNDWATER IS EXPECTED TO REMAIN AT A DEPTH BETWEEN 5' TO 14' BELOW EXISTING GROUND. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF N 8. PVC LINER PER 2017 ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.17.9 AND DETAIL BMP 21. GROUND WATER IS ENCOUNTERED. REFER TO THE "MID-SEASON GROUNDWATER REPORT" PREPARED BY SITE CONSULTING, LLC DATED 7/31/2023. DESIGN BY: KWK z 9. SEASONAL HIGH GROUNDWATER ELEVATION IS EXPECTED TO REMAIN AT A DEPTH BETWEEN THE ELEVATIONS OF 2520.4t B. BEDROCK IS EXPECTED TO BE ENCOUNTERED AT DEPTHS GREATER THAN 14' BELOW EXISTING GROUND. REFER TO THE "GEOTECHNICAL RECOMMENDATION g 2522.1f. REFER TO THE "ANTICIPATED HIGH GROUNDWATER" PREPARED BY SITE CONSULTING, LLC DATED 7/31/2023. REPORT" PREPARED BY SITE CONSULTING, LLC DATED 7/11/2022. DRAWN BY: KWK o CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE C. ALL MANHOLES AND SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. CHECKED BY: MSD BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. D. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 10. INSTALL GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL SD-627. EXTEND TO A MINIMUM OF 1-FOOT E. BED WIDTH SHALL REMAIN CONSTANT. DATE: 7/10/24 BELOW THE BOTTOM OF SAND. THE PORTION OF PIPE LYING IN DRAINAGE SAND MUST BE WRAPPED IN DRAINAGE F. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. o IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT PROJECT: 24-120 SCALE: NTS GEOTEXTILE, TYPE I (ISPWC SECTION 2050). FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. SHEET NO. STOVOLUME VERTICAL SAND FILTER H. FORRUNDERGROUND AGE OINFILTRATION ESN SAND SHEET FINS ALL 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. /1 . ti I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. 4 a N d KEYMAP � NAL Fo 'yFF W,LOST PAPID ST. 119 FUTURE PRESCOTT I J�07/141/24 0 EX SSMH A-15 I I RIDGE SUBDIVISION STA: 15+04.16 OFFSET: 0.00' lF OF \� N: 727I 78.49, E: 2435870.249TTyEw S• - SSMH L-6 _ STA: 18+41.99 OFFSET: 0.00' W - PI PI PI� PI PI P PI Pi N: 727175.06, E: 2436208.03 64 63 62 61 60 59 58 STA: 18+53.71 O �I INV:22 0 28.12 56 STA: 16+29.16 STA: 17+09.16 STA: 17+94.16 BLOCK 9 N I W INV: 2526.20I INV: 2526.31 I INV: 2526.18 SHEET NOTES L: 46.5' L: 46.5' L: 46.5' Lu II 3 ('A STA: 15+87.89 STA: 16+69.16 STA: 17+49.16 A. SEE SHEET C1.1 FOR GENERAL NOTES. a W INV: 2526.01 INV: 2526.36 INV: 2526.36 STA: 18+35.0 STA: 18+58.71 L: 46.5' . ' L . ' INV: 2526.24 L: 465 : 465 INV: 2527.98 55 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. L: 46.7' L: 20.0' 3 •. � I:ml� I C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' �r. .r MINI BEYOND PROPERTY BOUNDARY. - STA: 18+63.71 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD w Us w w w w w INV: 2526.58 54 �I MANHOLE TYPE A PER ISPWC STANDARD DRAWING 3 16+ 0 17+OC W. LOST RAPID ST. 1 + 0 ,C7 L: 18.9 SSMH L-7 SD-501. INSTALL MANHOLE FRAME AND COVER PER 5 5 s 5 S S STA: 18+70.71 OFFSET: 0.00' ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER N: 727154.54, E: 2436228.14 PER ISPWC STANDARD DRAWING SD-508. N a N EX SSMH 5: E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC O L ; 53 I STA: 15+75.82 OFFSET: 0.00' I 3 BLOCK 9 STANDARD DRAWING SD-511A AND SD-512. MINIMUM ) N: 727177.77, E: 2435941.90 I COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. j � STA: 15+82.89 ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM i STA: 16+61.49 STA: 17+41.49 STA: 18+21.49 w � `INV: 2526.04 INV: 2526.33 INV: 2526.39 INV: 2526.02 D-3034. SEWER SERVICES WITH LESS THAN 18" °C i I L: 30.7' L: 30.6' L: 30.6' L: 30.6' VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 3 I STA: 16+21.49 STA: 17+01.49 STA: 17+81.49 > 52 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE INV: 2526.17 INV: 2526.46 INV: 2526.23 - SEE SHEET C5.2 FOR LENGTH OF THE SERVICE. L: 30.7' L: 30.6' � L: 30.6' ` SEWER ALIGNMENT F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS SSMH Q-6 FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE OF MANHOLE.w 51 s W O Q v_ w G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER Pi P Pi P PI z SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 23 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR o y�i ly `o I BLOCK 14 U TO INSTALLATION. SERVICE LENGTH AND INVERT ARE z BASED ON SD-511A. STATIONING TAKEN FROM y < 50 41 CENTERLINE OF SEWER ALIGNMENT. 3 I a M I N W W a M / E I � UTILITY MAIN MAN KEYNOTES CROSSING �y 16 19 20 21 22 _ 49 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION N W I �I O OF THE POTABLE WATER AND NON-POTABLE 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 N . LOST RAPID ST. SEWER PLAN AND PROFILE OF THE POTABLE WATER AND NON-POTABLE POTABLE © PIPELINES (SEWER, STORM DRAIN, RRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN 0 50 100 150 0 5 10 15 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER W NOTE 3, SHEET C1.1 FOR MORE INFORMATION. 0 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' LL CDREMOVE CLEANOUT AND CONNECT TO EXISTING Z z o 8" SEWER MAIN. z Q CC Q J 0 z V Q > 0 Z z w Q 2545 2545 m z 2 a_ � a > W Lo o w � Z w w _ w - A 00 � � 2540 �, o - o M _ 2540 w a N 06 N C C (� J °° C() Cfl N N LO r- N N N G c� 0 N +rCjN H J N N +V) ? J +r) � N nLO Z Z Z = > EXISTING GROUND LU pa[ N N - O 2 N - - W FIEZ Z_ (jj Cn Z Z m > > > L u 2535 FINISHED GROUND 2535 � u - - - - - w 0 - - - - - - - - - - DC z CL 12" 2530 STORM 2530 PARAL EL TER M IN C 0 D 18 0 2525 2525 o , � a X N N1 a 0 0 2520 2520 3 0 v 0 N N CXS INV: 2513.24 r 2515 265' of 8" SDR-35 .18% 30' of 8" SDR-35 ® 0.60% 2515 X E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY 3 EXISTING GROU AD CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 FINISH GROU D CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 2510 2510 kmengllp.com N r1 N DESIGN BY: KWK ga r) L � 00rn 0) 00 O (0 N � K) 0 DRAWN BY: KWK N Cal Cal N Cal N Cal M Cal M Cal Cal PO Cal o LO LO 0 LO 0 LO 'n U) 0 to U) 0 U) � L0 V) V) CHECKED BY: MSD u N `V N N C14 `V N `V N `V N `V N N N N N DATE: 7/10/24 z o PROJECT: 24-120 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 SHEET NO. ti 5. a N d KEYMAP JAAL E E E E E E E E E E E � I i FQ F E E E E E E E E E E E E E E E E E S S 3 28 y Q • s '' J W,LOST PAPID ST. E E E E E E E E E E E E E E E E E E E '•- 3 ^ E E E E E E E E E E E E E E E E E E ms' ..ti 9 a E E E E E E E E E E E E E E E E E E E v -- to 07/14/24 0 E E E E E E E E E E E E E E E E E E E E E %" •;f;' � ?K•;:, C:;.: ';1;: MH W 5 OF E E E E E E E E E E E E E E E E E .x:Y,fir,. _ r `7 ly[+"., s•1#�. CE a- 27 w.wii T E S.0 E E E E E E E E E E E E E E E E E ''�}{�%•'" �`�s'4' j"•=' �';( '`^ ' ,,,,�'? E ,� - '; ,.. SMH W-6:r'_:.S - 3 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 3 9 E W :-. r � 20 26 PI PI PI PI Pi� I�PI PI PI BLOCK 14 a PI LL � Q J SSMH Q-6 N STA: 22+89.79 OFFSET: 0.00' _p 10 11 12 13 14 15 16 17 N: 727123.66, E: 2436230.54 J 21 SSMH w-7 25 SHEET NOTES O STA: 17+51.29 STA: 18+31.29 STA: 19+11.29 STA: 19+91.29 t Lu INV: 2526.84 INV: 2526.45 INV: 2525.78 INV: 2525.29 SSMH Q-5 A. SEE SHEET C1.1 FOR GENERAL NOTES. o L: 28.6' L: 28.6' L: 28.6' L: 28.6' STA: 20+74.79 OFFSET: 0.00' ISTA: 17+91.29 STA: 18+71.29 STA: 19+51.29 STA: 20+36.29 N: 726908.67, E: 2436228.38 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. INV: 2527.09 INV: 2526.71 INV: 2525.39 INV: 2525.58 .` L: 28.6' 22 24 C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' L: 28.6' L: 28.6' L: 28.7' 3 BEYOND PROPERTY BOUNDARY. EX SSMH Q-4 � . . ? D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD E E .,, •ry*-�. E 23 E E MANHOLE TYPE A PER ISPWC STANDARD DRAWING n 0 F COVER 2 - - •:• e �- • � �- SD-501. INSTALL MANHOLE FRAME AND V PER S g g S S I ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER W. SSMH L-6 PER ISPWC STANDARD DRAWING SD-508. N N. STATIC LINE AVE. j = z ML M M M M M M s E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC O IILM M M - - _STANDARD DRAWING SD 511A AND SD 512 MINIMUM CXS ,. /W COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. > W e E SSMH L-7 ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM w 1 D-3034. SEWER SERVICES WITH LESS THAN 18" °C STA: 17+82.79 E E I VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE TINV: 17+8 6 STA: 18+62.79 STA: 19+42.79 STA: 20+22.79 F STA: 20+82.79 STA: 21+62.79 STA: 22+42.79 STA: 23+25.29 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE INV: 2526.78 INV: 2526.111INV: 2525.77 E E INV: 2524.10 LENGTH OF THE SERVICE. L: 48.6' L: 48.6' L: 48.6' L: 48.6' INV: 2525.84 INV: 2525.81 INV: 2525.72 L: 48.6' L: 48.7' L: 48.6' L: 52.0' ISTA: 17+43.35 STA: 18+22.79 STA: 19+02.79 STA: 19+82.79 E E I F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS INV: 2526.71 INV: 2527.05 INV: 2526.41 STA: 21+22.79 STA: 22+02.71 STA: 22+82. FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 37 INV: 2525.42 E. INV: 2525.68 INV: 2525.37 BLOCK 9 L: 48.6' L: 48.6' L: 48.6' INV: 2525.92 PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE L: 48.6' E E L: 48.6' L: 48.6' L: 48.6' OF MANHOLE. E E G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER F SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 38 39 40 41 42 43 44 45 E 46 E 47 48 49 50 51 52 53 54 l EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE z E } BASED ON SD-511A. STATIONING TAKEN FROM d dd lid dd _ d-T _ id _1i_ d id I Id-T_1d T id d _ id Id T Id T Id _ id i1 _ _id_ CENTERLINE OF SEWER ALIGNMENT. KEYNOTES 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. UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION N . STATIC LINE AVE . SEWER PLAN AND PROFILE OF THE POTABLE WATER AND NON-POTABLE POTABLE © PIPELINES (SEWER, STORM DRAIN, RRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN 0 50 100 150 0 5 10 15 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER W NOTE 3, SHEET C1.1 FOR MORE INFORMATION. J Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Q Li- REMOVE CLEANOUT AND CONNECT TO EXISTING z 0 8" SEWER MAIN. QcLCD O ___I 0 CL ZQ V) ~ Z > 0 z Q 2545 2545w J mzM � � � Q > Lu zv zv ) (n - �- �- O w 00 00 00 w o � � 2540 Co r 2540 w "' Ca •'i ON Lp N •� N N c D O `N w g +r N F- C3+; N � I30 N LL C +I'7 N L Z O = � Z O � D ..N N - ..N - = N 0 N Z x m > > N > > > I..L J w F ? ? V) E ? z N z LLI U 2535 EXISTING GROUND 2535 O �: _ U w Q - - - _ _ � - - - - - - - - - - - - - - - - - - - - - - - - w � 12" 2530 FINISHED GROUND STORM 2530 ARAL L A ER MIN C9 DR 8 �� 2525 2525 0 a X N N N1 a 0 0 2520 2520 r t� 3 0 CXS INV: 520.42 N N r w 215' of 8" SDR-35 ® 0.6 % a z 2515 2515 X a 340' of 8" SDR-35 ® 0.40% E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY w EXISTING GROU D CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 3 FINISH GROU D CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 2 510 2 510 kmengllp.com N N DESIGN BY: KWK �+ N I- O O O N N 00 z cfl N N � M n 00 M N O O n c J N 00 O N N O M 00 g C14 V) r�i r�i raj r�i rM N N CV r7 r7 r7 ri DRAWN BY: KWK a I'7 M rM N N N N N N N nj N N z M M M M M LO M M M M M M M M M M r7 M U) M U) M U) M M M r7 M M U N N N CV N N N CV N N N CV N CV N N N N N N N N N N N N N LO N N CHECKED BY: MSD DATE: 7/10/24 z o PROJECT: 24-120 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 SHEET NO. 5. a N d KEYMAP / SS\ONAL f C. - � O 2^ W,LOST PAPID ST. STA: 16+92.97 0' O 119 INV: 2527.83 J, 07/14/24 0 L: 20.0' IN 87 V: 2527..71 / 9TTNEW S 0�� s i L: 18.4' / 41 _sue •�" '� 15 Q• STA: 16+70.80 BLOCK 14 INV: 2525.53 STA: 16+49.22 L: 51.3' /STA: 16+97.96 O ' 13 INV: 2525.59 INV: 2525.19/ 24 L: 47.9' L: 48.5' 20 P' STA: 16+07.15 INV: 2525.83 STA: 17+44.29 A' = SHEET NOTES 12ui 1 INV: 2525.03 11 STA: 15+55.13• 46.3' L: 48 7' A. SEE SHEET C1.1 FOR GENERAL NOTES. o O 21 INV: 2526.07 1 +0 � 23,Y. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. STA: 17+84.29 10 O STA: 15+01.86 L: 47.6' INV: 2525.03 ' ' / "` C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15'INV: 2526.33 , Rs !Z� L: 48.6' 22 ,'' y BEYOND PROPERTY BOUNDARY. OSTA: 14+48.38 L: 49.3' i STA: 18+25.46 H HA DIAMETER O STA: 14+04.54 INV: 2526.59 6k0 �O,c D. SEWER MANHOLE SHALL BE 48' D ETER STANDARD L: 46.8' M ..'+:• /gyp INV:4825525.21 MANHOLE TYPE A PER ISPWC STANDARD DRAWING INV: 2526.25 ; i:• ?;, s SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER �8 COPER ISPWC STANDARD DRAWING SD-508. N x 00 / z 5 E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC O SSMH W-5; : M WAY STA: 16+77.79 OFFSET: 0.00 Q� 17 STANDARD DRAWING SD-511A AND SD-512. MINIMUM v) BACKFIRE N: 726894.99, E: 2436040.80 '' O COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. j W w A 4+ 0 N _ \ ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM w � S Y s ,r OC • � •,� D-3034. SEWER SERVICES WITH LESS THAN 18" 5 e` VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE SSMH W-6 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE s s v STA: 17+04.97 OFFSET: 0.00' 16 �' :._. � � J LENGTH OF THE SERVICE. •• v L N: 726910.33, E: 2436063.24 �P P 1 ply UsL, V :;: L �� ? F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS SSMH W-4 �C� FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. STA: 15+28.92 OFFSET: 0.00' 15 `Q� PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE N: 726758.98, E: 2435980.27 OF MANHOLE. v �. � � � _v v v \/ SSMH W-7 �• ` V_ � V_ � � SSMH W-3 STA: 18+32.46 OFFSET: 0.00' � G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER N: 726909.05, E: 2436190.72' i SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 18�..' V_ STA: 14+86.31 OFFSET: 0.00' .` 14 a EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR o N: 726722.57, E: 2435958.14 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE z EX SSMH W-2 O v �. BASED ON SD-511A. STATIONING TAKEN FROM v STA: 13+88.52 OFFSET: 0.00' � � � � Q� CENTERLINE OF SEWER ALIGNMENT. 'N: 726646.43, E: 2435896.77 13 V " C' v �i 46 KEYNOTES Q SEE SHEET C5.2 FOR UTILITY MAIN/MAIN CROSSING 12 SEWER ALIGNMENT 45 / MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE 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 N . BACKFIRE WAY SEWER PLAN AND PROFILE OF THE POTABLE WATER AND NON-POTABLE POTABLE © PIPELINES (SEWER, STORM DRAIN, RRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN 0 50 100 150 0 5 10 15 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER w NOTE 3, SHEET C1.1 FOR MORE INFORMATION. 0 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' (' LL CDREMOVE CLEANOUT AND CONNECT TO EXISTING Z8" SEWER MAIN. Q cr- O 6 z � H Q > 0 Z z w Q 2545 2545 UJ N wZ �- � a > w a0 00 000 00 00 0 r 0It �00 (Njn •,N - MM Z (n � LLu L.LLJ (0 N O) CON C' O Ln � u CO 00 N W CL >_2540 00 n `oN � � N 2540 � + N +M (N 04 I N �++ +MN C�LO N ln + oZ ZZ CnZ D D N N N O N - O CnZ0 N O =5 > >> > O W _ ZZ ZnW __ Z Z o __ Z > > N � Z WV) F Z Z 2535 2535 u EXISTING GROUND V) L.LI m LLI - - - - - - - - - - - 2530 2530 CL FINISHED GROUND P R LLEL ATER MAIN 900 R1 12 STORM 12" 2525 STORM 2525 0 a X I N N1 V a 0 0 2520 2520 r t� 3 0 v 125' of 8" SDR-35 0 0.60% N r 25' of 8" SDR-35 0 0.40% 2515 45' of 8" SDR-35 0 2.00% 150' of 8" SDR-35 0 1.50% 2515 X 100' of 8" SDR-35 0 1.71% CXS INV: 2517.36 ENGINEERING 0 5725 NORTH DISCOVERY WAY 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 2 510 2 510 kmengllp.com N N zg Or 00 M O_ _ o N DESIGN BY: KWK I- N 0 � N O C'i rj DRAWN BY: KWK�i �i N z M r7 MM LO `n M`n U) Cq r7 rN LO LO rn7 M `rng � `n `nLn V) V) 7 M LO CHECKED BY: MSD u N N N N N N N N N N N N N N N N N N N N N N N DATE: 7/10/24 z o PROJECT: 24-120 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 SHEET NO. ti S. a N d SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SS\ONAL f y B. SEE CITY OF MERIDIAN STANDARD DRAWINGS FOR WATER DETAILS. C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 1 1 9 CHANGES OF DIRECTION PER CITY OF MERIDIAN J�07/14/24 0 REQUIREMENTS. qTF OF \�P� D. WATER MAINS SHALL HAVE A MINIMUM OF 48" AND A 9TTHEW S• MAXIMUM OF 72" OF COVER DEPTH. SEE SEWER SHEETS 35 LF 8" PVC C5.1 THROUGH C5.6 FOR PARALLEL WATER MAIN PROFILES. E. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND E11 1-8" MJ 1 1.25° ELBOW 1-8" FLG TEE 1-FIRE HYDRANT ASSEMBLY FH PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, N:727140.6048, E:2436251.21 GV 1-8" MJ X MJ 6" FLG TEE AND ACHD REQUIREMENTS AS NEEDED. 2-8" FLG X MJ GATE VALVE 1-6" FLG X MJ GATE VALVE GV TEE N:726928.97, E:2436249.09 1-8" MJ 1 1.25° ELBOW N: 726894.46, E: 2436248.74 E11 i:727156.1438, E:1436248.28 PITF - - - - - - - - TEE - KEYNOTES l T PI Pi I�PI PI P PI PI PI PI�P PI PI T PI PI T PI PI PI�PI :I PI W 4 1 1 1 UTILITY MAIN/MAIN CROSSING ~a �a E22 1-8" MJ 22.5° ELBOW i MAINTAIN HORIZONTAL AND VERTICAL SEPARATION I N:727161.66, E:2436246.06 BLOCK 9 BLOCK 9 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. O O O 53 O O O O O O � • � O O O O O O O I 56 55 54 52 51 50 49 48 47 45 44 43 42 41 40 39 38 I 37 36 � UTILITY MAIN/SERVICE CROSSING E11 1-8" MJ 11.25° ELBOW I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION N:727185.5907, E:2436222.61 :4 OF THE POTABLE WATER AND NON-POTABLE N I I © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, z D D D D °a D D ED D I AMENITY, ETC.), PER CITY OF MERIDIAN O a I CON REQUIREMENTS. SEE SEWER NOTE 3 AND WATER v� DAL IF NOTE 3, SHEET C1.1 FOR MORE INFORMATION. j W I °C D Lu a Ma Ma Ma a Ma a M a � M a Ma a Ma a Ma Ma M MaWATER MAIN TO EXISTING 8" WATER NEW 8_T C REMOVE EXISTING PHASE VALVE, CONNECT s4 -Ei-s-- s- s w w w :: . ; (MJxMJ) AND THRUST BLOCK. O INSTALL 11 25° BEND --- -J----_- w w E 11 210 LF 8" PVC W w W w w w w SIZE AS INDICATED. 325 LF 8" PVC 1-8" MJ 22.5° ELBOW N. STATIC LINE AVE. I INSTALL 22.5° BEND (MJxMJ) AND THRUST BLOCK. E22 N:727189.27, E:2436217.22 ti s s s s s s N s s s s s s s I I E22 SIZE AS INDICATED. •:. L.... :.:.., :.,.. .. �. s s N s s s s INSTALL FIRE HYDRANT PER CITY OF MERIDIAN m-. a FH STANDARD DRAWING W8 AND W9. a O a -or-M - a - a M a� 58 a_ M a M a•1 8" MJ 11.25° ELBOW 23 a a O N:727193.6589, E:2436196.24 " � � � I INSTALL GATE VALVE (MJxMJ). A l I GV SIZE AND QUANTITY, AS NOTED. o 10 LF 8" PVC 15 LF 8" PVC D z A u. E I TEE SIZE, AST NOTED. LGxFLG). 24 5 LF 8" PVC 22 D °� D 1-FIRE HYDRANT ASSEMBLY FH I a 0 1-8" MJ X MJ 6" FLG TEE I BLOCK 16 c� D D ED INSTALL DOUBLE METER SERVICE CONNECTION PER WSM 35 LF 8" PVC �' � N-7 26930 66,JEG GATE VALVE GV I CITY OF MERIDIAN STANDARD DRAWINGS W2 AND W3. O 5 LF 8" PVC '� 17 16 15 TEE 14 13 12 11 10 I WSM INSTALL SINGLE METER SERVICE CONNECTION O H I Og Og PER CITY OF MERIDIAN STANDARD DRAWINGS 20 LF 8" PVC � ,n 1-FIRE HYDRANT ASSEMBLY -� WSM 25 3 a O � I W1 AND W3. GV 1-8" MJ X MJ 6" FLG TEE 21 r_-Q 1-6" FLG X MJ GATE VALVE N: 727193.79, E: 2436183.40 J O60 D a � 1-8" MJ 11.25° ELBOW E11 o � D 26 BLOCK 14 D d N:726930.7315, E:2436073.18 -� _� Cl- 3E o Id Id d Id Id Id d I Id a Fa_ -1-8" MJ 1 1.25° ELBOW Cf a N:726927.2915, E:2436054.38 N .° r:; ::>:, :: ;<1-8" MJ 22.5° ELBOW O p :: E22 61 D J d�N 726919 79, E:2436035.74 Q a > 5 LF 8" PVC -. � 4 4 4 4 4 4 C > D a =.1-8" MJ 22.5° ELBOW Z BLOCK 9 27 <"; E22 �� O6 z cn 19 °"t �::=;`r N:726912,53, E:2436028.33 ao D s 4 1-8 MJ< 11.25' ELBOW E11 PRESCOTT RIDGE O Z la , R N:726889.2122, E:2436015.12 Q SUBDIVISION NO.2 - Q 4 J O62 0 `� == M - �%� y . . . 1-8" MJ 1 1.25° ELBOW E 11 4 4 �-' a- N s � N:726828.3705, E:2435995.02 O� 0 z ~ Lu tl.• ' .ZJ a 20 LF 8" PVC S \ 4 4 ►� Q L u �u I 10 LF 8" PVC W S � � � � � � � � :•3 a � � � � � � � O 63 D a 25 LF 18' PVC M S 8" MJ 11.25° ELBOW \ 0 of E11 Lu 29 \R w N:726723.1666, E:2435937.63 3 D LLJ M w �I e�4C ;1-FIRE HYDRANT ASSEMBLY FH - a 15 , 17 O �RF s 1-8" MJ X MJ 6" FLG TEE .1-6" FLG X MJ GATE VALVLu E QGV O - 65 LF 8" PVC D 8., N: 726720.86, E: 2435935.71 Q / - TEE W 30 14 a•` � � � � � � O � ti s \a Co Lu - - - - - - - - - - - - - 3=d �d 12 D M M M M M M M M Mom- \ \ d 11 d'' � O M A �/ CON N. RUSTIC OAK WAY M M�M 0 s 1 -s-s s s s s s � s s s s � s o M�M � �� �j BLOCK 14 10 S a 4 / s M- \ �\ 4 ♦ /d WSM 4a o a a - - S-S M \\� `� /d �d S Ply\ `� -S- 5 \4 a N GI I (� -GI'r��GI��GI-�-��i, G Ga GI 4 GI GI -0.S \ O / a•. S N _ ti 11 o L - - - 11 Is, \ \ 4 /a / S o � ti N � ♦ BLOCKI4 O \ j 41 E N G I N E E R I N G /° s 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 \ \ /d PHONE(208)639-6939 s \ O41 kmengllp.com 41 DESIGN BY: KWK z g DRAWN BY: KWK a z s CHECKED BY: MSD DATE: 7/10/24 WATER IMPROVEMENT PLAN PROJECT: 24 120 0 40 80 120 SHEET NO. N Plan Scale: 1" =40' C6. 1 ti a N d SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS\ONAL f y B. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE. 1 1 9 C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL J�07/14/24 0 CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING qTF \OQ� SD-403. 9TTyEO S. 1-2" BLOW—OFF ASSEMBLY FOR CAP D. CONTRACTOR SHALL REMOVE EXISTING FENCE AS FUTURE WATER MAIN EXTENSION NECESSARY TO INSTALL NEW PRESSURE IRRIGATION N:727311.63, E:2436375.01 SERVICES ON EXISTING MAIN LINES; THEN REINSTALL OR REPLACE FENCE AND LANDSCAPING AS NEEDED. COORDINATE WITH DEVELOPER, ADJACENT PROPERTY OWNERS, AND CITY OF MERIDIAN AS NECESSARY. SEE 5 LF 4" PVC SHEET C1.2 FOR MORE INFORMATION. E. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND TEE PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, 1-4" FLG TEE AND ACHD REQUIREMENTS AS NEEDED. 2-4" FLG X MJ GATE VALVE W N:727307.40, E:2436374.97 GV F. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 a PVC OR APPROVED EQUAL. GV G. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE CEI OWNED, MAINTAINED, AND OPERATED BY THE — — — — 415 LF 4" PVC — — — — — — — — — — — — HOMEOWNERS ASSOCIATION. p PI P I PI PI PI PI pI 330 LF 4" PVC — PI PI PI PI PI I PI Pi ♦ —PI �I PI�PI Pi H. SECONDARY PRESSURE IRRIGATION WATER SOURCE SHALL BE PROVIDED BY THE CITY OF MERIDIAN VIA REDUCED I PRESSURE BACK—FLOW ASSEMBLY LOCATED ON LOT 1, BLOCK 11 OF PRESCOTT RIDGE SUBDIVISION NO. 1. ARV � GV SIS SIS SIS SIS SIS SIS SIS SIS SIS SIS SIS SIS SIS SIS SIS V. SIS SIS $I$ $I$ I. TOTAL OF 51,141 SQUARE FEET OF THE COMMON AREA N I I LANDSCAPING REQUIRING IRRIGATION. z O 34 � ul IW 56 55 54 53 52 51 50 49 48 47 45 44 43 42 41 40 39 38 I 37 36 35 KEYNOTES Lu ~ LIS I— I O O O UTILITY MAIN/MAIN CROSSING a = I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION I BLOCK 9 BLOCK 9 I I BLOCK 9 D NON—POTABLE O PIPELINES (SEWER, STORM OF THE POTABLE WATER NDRAINN, IRRIGATION, a� 4 I AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER T I NOTE 2, SHEET C1.1 FOR MORE INFORMATION. Ma Ma Ma a Ma a Ma a � M a tL S A 4 M a a M a M a M a M a M M a R W R W b-- s R UTILITY MAIN/SERVICE CROSSING � s w w w w w w w w w : — ION MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Q w w w w w w w w w w w w OF THE POTABLE WATER AND NON POTABLE z -----w— w 4°--W ^ PIPELINES (SEWER, STORM DRAIN, IRRIGATION, N. STATIC LINE AVE. I I © AMENITY, ETC.), PER CITY OF MERIDIAN ' N s s s REQUIREMENTS. SEE SEWER NOTE 3 AND WATER N NOTE SHEET C1.1 FOR MORE INFORMATION S S 3 S � 3 S S S S S fn � S S s is s � Ma ^ a O LIS ° M/H ., � � � � � � � _.,.�,•....:. .. � � , . a -vim—M a�TM a M a• INSTALL AIR I N a a CD RELEASE VALVE. I SIS A SIS ARV ED INSTALL CAP. SIZE AS INDICATED. FUTURE PRESCOTT SIS a LIS 3 N BLOCK 16 I PRESCOTT RIDGE CEI CONNECT TO EXISTING IRRIGATION MAIN. RIDGE SUBDIVISION a SUBDIVISION NO.2 O COORDINATE WITH CITY OF MERIDIAN PRIOR TO I �' I INSTALLATION. Lu I ' INSTALL CROSS. V) 59 3 SIS LL 17 16 15 14 13 12 11 10 I O9 Og O 3 CR$ SIZE AS INDICATED. z I � 25 3.� � I INSTALL DRAIN LIS $I$ 21 � DV VALVE. Is SIS SIS SIS $I$ GV INSTALL GATE VALVE S NOT) z �a _ � � a LIS � � Ls Is—, $I$ SIS 3'°. SIZE AND QUANTITY AS NOTED. O Q CEI INSTALL PI LONG—SIDE SERVICE. z Z � 60 N N $I$ 280 LF 4" PVC 3 LIS Lu INSTALL PI SHORT—SIDE SERVICE. z 2i Z 3 a A� 26 o Id Id Id I Id Id Id I i i •Id ~ ;T 07 Q ;� 20 310 LF 4" PVC $IS O SIS - Lu LIS as Cl — Lu BLOCK 9 REMOVE EXISTING VALVE. 3 REV INSTALL BLIND FLANGE. — w LIS 61 —�- A BLOCK 14 SIS A > O O DV ;:: ";; I 3 INSTALL TEE (FLGxFLG). Q CD SIZE, AS NOTED. D/�C O N - LL 19 - SIS 3 LIS �: s • _ 44:;...: �. . ..,� 4 4 > ° G — _ 3 _ tea_ ON f M AL-_ ti R 4 4 4 _> Lu O 62 SIS s �� _ 3 � O . 3 28 LIS s sS d ° s R 4 4 4 4 4 4 4 4 � ' Q Lu SIS A W � 63 SIS y0. ,' �s. _• \ � � � � � �.... � � � � � � � � � s ,` Ln SIS w �!B '^ BLOCK 16 U L LI cn 15 M qck,�� R 7 7 7 V) N w 17 16 O 'M 7R�c s �\a O 3 L u _ SIS 64 SIS a REV 0L V) - — — — LIS N 30 SIS 14 w \ L u CEI SIS s p a CEI SIS 13 BLOCK 14 6.. 3 2 — —� —� — 1 — — — — —4 �d id SIS — — — — o — 1-4" FLG CROSS CRS �. - d SIS 3-4" FLG X MJ GATE VALVE X M M M M M ELEVATION: 2529.649 GV M M M�i�- 1-4" FLG TEE N:727311.85, E:2435928.43 M 2-4" FLG X MJ GATE VALVE \ SIS S �^ m CAP 1-2" BLOW—OFF ASSEMBLY FOR �M N:727059.72, E:2435925.90 FUTURE WATER MAIN EXTENSION M—M °' \ \ 1 Co N:727317.10, E:2435928.48-s s 5 LF s 4" PVC s s s M SIS o GV S S S S o \` \ S 4 ♦ id 10 \�° -Mcl N ' S / s n y1 GI GI GI i - 3 G1��GI 2 G Ga a Gi G1 Gi - R�STiCO \ \ ` �d S S I SIS \\� % �i�' S ENGINEERING 5725 NORTH DISCOVERY WAY G/ s \� \\ / S A' BOISE,IDAHO 83713 FUTURE PRESCOTT \ 1 d / O] PHONE(208)639-6939 N RIDGE SUBDIVISION .y 23 kmengllp.com DESIGN BY: KWK z g DRAWN BY: KWK a z s CHECKED BY: MSD DATE: 7/10/24 PRESSURE IRRIGATION IMPROVEMENT PLAN o PROJECT: 24-120 SHEET NO. 0 40 80 120 > N Plan Scale: 1" =40' C7. 1 ti a N d ACHD LANDSCAPE NOTES GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES .```""""'••O •`� 0 F ••• NOTE: CALCULATIONS SHOWN BELOW ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER CITY OF MERIDIAN 1. TREES SHALL NOT BE PLANTED 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND �•��,SSe.�•'••••'�,��p,�•• UDC AND ARE NOT OPEN SPACE CALCULATIONS. REFER TO THE OPEN SPACE EXHIBIT FOR OFFICIAL QUALIFIED OPEN SPACE CALCULATIONS. WITHIN THE 10' CLEAR ZONE OF SHOWN ON THIS LANDSCAPE PLAN AND IN THE PLANT UTILITIES ARE SHOWN, OR SHOWN CORRECTLY. CONTRACTOR * ••ASS EA,s; *.0 0. ALL ACHD STORM DRAIN PIPE, SCHEDULE SHALL BE THE RESPONSIBILITY OF THE SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF �'T7 F�•� OPEN SPACE TREE CALCULATION (1 T R E E/8,OOO SF) STRUCTURES, OR FACILITIES. LANDSCAPE CONTRACTOR. IF QUANTITIES LISTED DO NOT ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE E CORRELATE WITH WHAT IS SHOWN ON THE PLAN, THE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. y,,n 2. SEEPAGE BEDS MUST BE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. THIS QUALIFIED 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL Jr L. -161177 • ti BLOCK # LOT # LOT AREA (SF) QUALIFIED AREA (SF) REQUIRED PROVIDED PROTECTED FROM ANY AND ALL INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, ROCK, • �, . AREA (ACRES) CONTAMINATION DURING THE TOPSOIL, MULCH, SEED OR SOD, EDGING, AND DRIP LINE A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE :�t�'•1�7/12/2" •'¢C���� d01 dol d01 dol dot Tnv CONSTRUCTION AND INSTALLATION QUANTITIES. WATER COVERAGE TO ALL LAWN AND PLANTING AREAS. THE •,� L •••••• Q, ��• 9 46 2,237 2,237 0.05 0 0 /- --rOn � TOPEP EP OF THE LANDSCAPE IRRIGATION MATERIALSKSHALL NECESSARYCONSIST OF PA COMPLETE AND SYST INSTALLING ALL INCLUDING ,,••�•�D cp 4%%% 14 23 1,956 1,956 0.04 0 0 SYSTEM. 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE 16 18 40,411 40,411 0.93 5 7 LANDSCAPE ARCHITECT OF AVAILABLY OF SPECIFIED PLANT POINT OF CONNECTION, PIPE, VALVES, FITTINGS, HEADS, 3. ALL TREES SHALL BE PLANTED A MATERIAL FROM COMMERCIAL NURSERIES. IF A SPECIFIED AUTOMATIC CONTROLS, AND ALL ASSOCIATED LABOR. TOTAL OPEN SPACE TREES 1.02 5 7 MINIMUM OF 5' FROM ALL ACHD PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL CURBS AND/OR ATTACHED PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. SUCH 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES PATHWAY TREE CALCULATION (1 TREE/100 LF) SIDEWALK, UNLESS PLANTED WITHIN CHANGES SHALL NOT ALTER THE ORIGINAL BID PRICE REQUIRED FOR THIS WORK THE PARKSTRIP. ALL TREES UNLESS A CREDIT IS DUE TO THE OWNER. PLANTED IN PARKSTRIP SHALL BE 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS. 5'+ WIDE MULTI-USE PATHWAY WITHIN RESIDENTIAL BOUNDARY PATHWAY CENTERED. 3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND UNDERGROUND AND OVERHEAD UTILITIES WITHIN CONTRACT LOCAL LAWS AND ORDINANCES. BLOCK # LOT # CALCULATIONS REQUIRED PROVIDED - - WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG LINE, 9 46 114 LF/100 1 2 I INC. ® 1.800.342.1885. PROVIDE ADEQUATE MEANS OF Lu6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF F- \ PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO a \ I REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK UTILITY SUPPLYING WATER FOR PREVENTION OF BACKFLOW o 16 18 79 LF/100 1 2 \ \ OPERATIONS AT CONTRACTOR'S EXPENSE. AND BACK-SIPHONAGE TOTAL PATHWAY TREES 2 4 4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO T PROVIDE ONE HUNDRED PERCENT (100%) COVERAGE WITH THROUGHOUT THE DURATION OF THE CONTRACT PERIOD. MITIGATION REQUIREMENTS SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS -L_ - APPROPRIATE. THAT REQUIRE MITIGATION, NOTIFY THE RESPONSIBLE PERSON IMMEDIATELY. FAILURE TO NOTIFY THE RESPONSIBLE 8. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS EXISTING HAVE MATCHED PRECIPITATION RATES WITHIN EACH CONTROL TOTAL TREES REQUIRED/PROVIDED 7 11 FUTURE HOSPITAL CONDITION. VALVE. N 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR 9• IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN z PREPARING ALL PLANTED AREAS. ALL DELETERIOUS MATERIAL OR OTHER HIGH WATER DEMAND AREAS SHALL BE CIRCUITED Si SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE V) - - - - BASE MATERIAL, ASPHALT, ETC., SHALL BE REMOVED PRIOR SO THAT THEY ARE ON SEPARATE ZONES FROM THOSE Lu Lu W IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER TO ANY FILL OPERATIONS. FINISH GRADES TO BE SMOOTH DEMAND AREAS. ~ AND EVEN GRADIENTS TO REMOVE LOW AND HIGH POINTS AND TO PROVIDE POSITIVE DRAINAGE. 10. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO PLANT SCHEDULE NOTE: SEE L2.0 FOR COMPLETE PLANT SCHEDULE. 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS REDUCE O ONTO IMPERVIOUS SURFACES SUCH AS SIDEWA PER SPECIFICATIONS. SOIL SHALL BE FREE OF HEAVY, STIFF STREETS, SIDEWALKK S, DRIVEWAYS, AND PARKING AREAS. CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM PSI SYMBOL CODE BOTANICAL/COMMON NAME QTY SIZE MATURE HXW CLASS SIZE. REUSE EXISTING SURFACE TOPSOIL IF AVAILABLE. IS ADEQUATE TO FURNISH AND INSTALL A COMPLETE 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE WATER DECIDUOUS TREES AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED COVERAGE TO ALL LAWN AND PLANTING AREAS. SHOULD THE SEEDS, ROCKS, GRASS, OR OTHER FOREIGN MATERIALS AND PSI BE LESS THAN ADEQUATE, NOTIFY THE ARCHITECT ACER TRUNCATUM'PACIFIC SUNSET'TM A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT IMMEDIATELY. IN THE EVENT THAT THE ARCHITECT IS NOT AJ PACIFIC SUNSET MAPLE 2 2"CAL.B&B 35'X30' CLASS II 7 MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE NOTIFIED PRIOR TO THE START OF CONSTRUCTION, THE 5.0' CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY o LANDSCAPE RESPONSIBLE TO EITHER: PROVIDE APPROVED IMPORTED NECESSARY REVISIONS. z BUFFER TOPSOIL OR, AMEND THE ON-SITE TOPSOIL. • PC2 PYRUS CALLERYANA'CAPITAL' 2 2"CAL.B&B 35'X15' CLASS II 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS WHERE 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, FAUCETS, CAPITAL CALLERY PEAR - - ( VALVE BOXES, AND VAULTS WITH DURABLE TAGS CARRYING APPLICABLE): LAWN AREAS-6" MIN.; PLANTER BEDS - 12" THE WARNING "DANGER-UNSAFE WATER OR NON-POTABLE BLOCK 9 MIN.; CURB ISLANDS - 18" MIN.ALL PLANTING BEDS SHALL s6 WATER." BE TREATED WITH A PRE-EMERGENT HERBICIDE. TILIA CORDATA•GREENSPIRE' 64 63 62 61 60 s9 5g 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS WHERE FA GREENSPIRE LITTLELEAF LINDEN 4 2"CAL.B&B 45'X35' CLASS II 57 ss I 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK 0 EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE COUPLING VALVES IN GROUND COVER/SHRUB AREAS, 6" TO "" sa WITH SITE GRADING PLAN. SLOPES FOR TURF AREAS SHALL W. LOST RAPID ST. 12" AWAY FROM EDGE OF PAVEMENT FOR EASE OF ACCESS. EVERGREEN TREES - - PRESOSURE S3 NOT EXCEED 3:1. 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE 10. PRE-EMERGENT HERBICIDE SHALL BE APPLIED PER IRRIGATION 52 MANUFACTURER'S RECOMMENDATIONS AND SHALL OCCUR UNIT PRODUCED BY A SINGLE ACCEPTABLE MANUFACTURER, PP3 PICEA PUNGENS 1 6'-8'B&B 60'X30' EVERGREEN EASEMENT 30 29 28 27 26 25 24 • �` O O O O O O '' INCLUDING HEADS, VALVES, CONTROLS, AND ACCESSORIES. COLORADO SPRUCE - - i}'/,�j[/X/f',}[�' AFTER TOPSOIL PLACEMENT AND PRIOR TO INSTALLATION OF 5 0' BLOCK 14 s1 PLANT MATERIALS AND MULCH. LANDSCAPE 23 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL LAWN BUFFER 17 so 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN AREAS. DRIP IRRIGATION TO BE USED IN ALL PLANTER BEDS. I PV PINUS FLEXILIS'VANDERWOLF'S PYRAMID' 2 6•-8•B&B 25'X15' EVERGREEN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. VANDERWOLF'S PYRAMID PINE 16 18 19 20 21 22 a9 PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE �-" - - - CIRCUIT PIPING. WATER VELOCITY IN ALL PIPES SHALL NOT SEE L2.0 48 CONDITION. EXCEED FIVE FEET PER SECOND. MINIMUM PIPE SIZE TO BE O Z SYMBOL CODE BOTANICAL/COMMON NAME QTY CONT s4 15 12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED 1 Z Q 1W. WILDFIRE ST. FROM AROUND THE UPPER PORTION OF THE ROOT BALL. J SEE L3.0 14 - METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES 0L SOD/SEED - - UNDER ALL ROADWAY, PARKING, AND WALKWAY SURFACES. z TURF SOD RHIZOMATOUS 13 v 46 AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON 37,619SF SOD `�`�'" as ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP EXTEND 6" MINIMUM BEYOND SURFACE EDGE. IDENTIFY O Z 12 Q SHALL BE REMOVED FROM ROOT BALLS PRIOR TO ENDPOINTS OF SLEEVING. RHIZOMATOUS TALL FESCUE O 16 LLi 44 BACKFILLING. j O " > " BLOCK 9 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD - Lu tY ......... 15 w 43 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD SURFACES NOT PROTECTED BY A VERTICAL CONCRETE CURB > 0 5 u-i / 10 C,� 1a z OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE SHALL BE PLACED 18" FROM THE EDGE OF THE ROAD - - G > Q BLOCK 16 O 42 BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD SURFACE. 0 Lu 0 9 13 OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH Co > U 41 COMPARABLE SIZE AND SPECIES AT NO COST TO THE 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO j 12 Ln OWNER. PROVIDE 120 VOLT POWER AND ALL REQUIRED CIRCUITS Q 0 Lu a FROM THE ELECTRICAL PANEL TO THE IRRIGATION Ln Q / 11 z' 14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM CONTROLLER. SIZE WIRE AND CONDUIT AS REQUIRED. Lu - U 39 PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING (3 LL.I 0 IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW 0 - z 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: CONSTRUCTION, INCLUDING ADJACENT PROPERTIES. REPAIR - Lu Q INCLUDES BUT IS NOT LIMITED TO PIPING, VALVES, HEADS, J PRESCOTT RIDGE DRIP COMPONENTS, CONTROL WIRES AND EQUIPMENT, AND PRUNING, CULTIVATING, WEEDING, WATERING, AND SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR SHALL ENSURE Q SUBDIVISION NO. 3 APPLICATION OF APPROPRIATE INSECTICIDES AND THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF O U INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE BY DURING CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, (� PRESCOTT RIDGE OWNER. THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER U Q THAN EXISTED PRIOR TO THIS PROJECT. SUBDIVISION N0. 2 RE-SET SETTLED PLANTS TO A PROPER GRADE ANDlo LuPOSITION. Z • 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS FAILURE TO LjL. J • RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE REMOVE AND REPLACE DEAD MATERIAL. COARSE OF CONSTRUCTION. • TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED 22. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR a ONLY IF ORIGINALLY NEEDED. DISCREPANCIES BETWEEN DESIGN DRAWINGS AND ACTUAL N SITE CHARACTERISTICS. CONTRACTOR SHALL FIELD VERIFY M CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER ALL INFORMATION PROVIDED ON DRAWINGS. CONTRACTOR DEFICIENCIES BECOMES APPARENT AND WEATHER AND SHALL STOP CONSTRUCTION AND CONTACT THE OWNER 3 SEASON PERMIT. IMMEDIATELY FOR FURTHER DIRECTION IF DISCREPANCIES OCCUR. 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE o IRRIGATION CONTRACTOR SHALL PROVIDE A NEAT AND LEGIBLE AS-CONSTRUCTED IRRIGATION PLAN, AN OPERATION AND MAINTENANCE MANUAL, AND UP TO (8) HOURS OF ORIENTATION o AND/OR TRAINING FOR THE OWNERS MAINTENANCE AND ti OPERATIONS STAFF. a 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF o ONE YEAR FROM THE DATE OF IT'S ACCEPTANCE. REPAIR OR a REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR w SHALL BE COMPLETED PROMPTLY BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. a Y PRESCOTT RIDGE 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE o OWNER, SPRING START UP AND WINTERIZATION DURING THE Z SUBDIVISION NO. 1� GUARANTEE PERIOD. 3 a w a o E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY o BOISE,IDAHO 83713 ti PHONE(208)639-6939 z LANDSCAPE COVER kmengllp.com g CONTACT INFORMATION DESIGN BY: RSW Z 0 150 300 450 DRAWN BY: RSW OWNER LANDSCAPE CONSULTANT N CHECKED BY: AY Plan Scale: 1„ = 150 o PROVIDENCE PROPERTIES, LLC KM ENGINEERING, LLP DATE: 7/10/24 0 701 SOUTH ALLEN ST 5725 NORTH DISCOVERY WAY SUITE 108 BOISE, IDAHO 83713 PROJECT: 24-120 w MERIDIAN, IDAHO 83642 PHONE: (208) 639-6939 SHEET NO. 0 PHONE: (208) 433-8800 FAX: (208) 639-6930 Z ti EMAIL: oyens n®kmengllp.com L1.0 a N d •••• E O F/D �i� t �.• P•.......;� '•. Id I I PI PI PI Ti- I PI I P� PI PI�PI PI PI PI PI PI # PI PI PI PI PI PI SSA I'E��r �Id •I 0 0 0 PLANT SCHEDULE * , • ytr I U = 3 I I SYMBOL CODE BOTANICAL/COMMON NAME QTY SIZE MATURE HXW CLASS BLOCK 9 7 C� s � s6 DECIDUOUS TREES W L.�-16E77 •0 ssc x '• •.Q7/12t-.0 F upsco ACER TRUNCATUM PACIFIC SUNSET TM uc ,,, •••••• • 3 I AJ 2 2' CAL.B&B 35'X30' CLASS II 4q� �is �••• I I PACIFIC SUNSET MAPLE I 64 63 62 61 6� 59 3 I I 58 + N PYRUS CALLERYANA CAPITAL' T • PC2 CAPITAL CALLERY PEAR 2 2"CAL.B&B 35'X15' CLASS II I a I 57 s Ss TILIA CORDATA GREENSPIRE • FA 4 2"CAL.B&B 45'X35' CLASS II d I ssco GREENSPIRE LITTLELEAF LINDEN w IF 3 EVERGREEN TREES ��un ��. M/2I� M/ M a /a M/a /a M/a M/a M/a M/a M/a M/a • PP3 PICEA P N SPRUCE 1 6'-8'B&B 60'X30' EVERGREEN COLO`� J PICEA PUNGENS o 54 fiin, W 3 W W W W W W W W ° W W W W W W . a O/ ss o �� � PINUS FLEXI LIS'VAN DERWOLF'S PYRAMID' I W. LOST RAPID ST. � o.—♦ PV VANDERWOLF'S PYRAMID PINE 2 6'-8'B&B 25'X15' EVERGREEN I Oi_, s = s s s 3 s Ts---s s s3 s s s 3 s 3 s s s � ° ' Lil SYMBOL CODE BOTANICAL/COMMON NAME QTY SIZE MATURE HXW z O we/a /a 4 M/a M/a . MA e M/a �n M/a M/s M e s �� /a /a M/a s SHRUBS j W Lu I s BUXUS M ICROPHYLLA'FAULKNER' ~ o BF FAULKNER BOXWOOD 20 2 GAL. 4'X3� -0 HYDRANGEA PAN ICU LATA LITTLE LIME' 32 2 GAL. 4 X4' LITTLE LIME HYDRANGEA I as \I I 1 I 2 GRASSES 3 I I NDE AMBITION' 2 O J BOUTELOUA BB BLONDE AMBITIONS IBLU GRAMMA GRASS 38 1 GAL. 3'X3' I I S 52 CK3 CALAMAGROSTIS X AC UTIFLORA'KARL FOERSTER 20 1 GAL. 4'X27 FEATHER REED GRASS O a° + MM MISCANTHUS SINENSIS'MORNING LIGHT 24 1 GAL. 5 X4' z I I 3 EULALIA GRASS a° SCHIZACHYRIUM SCOPARIUM STANDING 3 S52 S 16 1 GAL. 3 X3' STANDING OVATION LITTLE BLUESTEM BLOCK 14 I s 51 PERENNIALS 1 + ) HS HEMEROCALLIS X'STELLA DE ORO' 40 1 GAL. 1'X2' 3 I • I �/ STELLA DE ORO DAYLILY P� I PI PI Pi PI Pi PI PI PI PI PI PI PI PI PI PI Lu cn Q t)/ LM2 LAVANDULA ANGUSTIFOLIA MUNSTEAD 32 1 GAL. 2'X3' I I 23..; BUY/ MUNSTEAD ENGLISH LAVENDER w 3 I a 7 I Z RUDBECKIA FULGIDA'GOLDSTRUM' RG2 20 1 GAL. 2'X2' I 17 s + I v S 50 GOLDSTRUM BLACK-EYED SUSAN co o I I g SALVIA NEMOROSA'MAY NIGHT' vssc 3 + N O SM 20 1 GAL. 2'X2' I a ♦—M M I 14 3 MAY NIGHT SAGE I I — SYMBOL CODE BOTANICAL/COMMON NAME QTY CONT z M a SOD/SEED 7z J I 16 L 19 20 21 22 I S � 49 �� W W W TR TURF SOD RHIZOMATOUS 37,619 SF SOD z OL I y... RHIZOMATOUS TALL FESCUE O so I � z 2 > � 2z Lu Q a KEY NOTES (TYPICAL) ® m z > w � � 48 e _0 1. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE Q O a- ��a 8 s O MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE (� Q U O SHALL BE 3' FROM THE ADJACENT STREET GRADE. a 15 R/W ° ° r /W—.R/W /W R/W < W co RA Q a a � 2. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL L.LJ _ Z R� Now — ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. Q M M M M M 3. 6' HEIGHT SOLID VINYL FENCE. MATCH PREVIOUS PHASES. SEE FENCE PLAN L4.0. W N W. WILDFIRE ST. Q �, � '1 \' 111111111 w 06M I 4. 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. MATCH PREVIOUS PHASES. SEE FENCE PLAN L4.0. U � MATCH LINE - SEE SHEET L3.0 5. EXISTING FENCE PER PRESCOTT SUBDIVISION PREVIOUS PHASES. PRESERVE AND PROTECT. SEE FENCE s\' PLAN L4.0. 0 (/) U 0 6. INSTALL FLAT—BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE L2.0-2. V) z LANDSCAPEPLAN 7. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK (ROCK) MULCH WITH Lu oc Q PERMEABLE FABRIC WEED BARRIER. MATCH PREVIOUS PHASES. THE USE OF MULCH OR ROCK AS THE 0 30 60 90 ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED OL Plan Scale: 1" =30' REMOVE DEAD/ DAMAGED BARRIERS ARE PROHIBITED. -- BRANCHES AND PRUNE TO 8. DUMOR BENCH MODEL 140-60 SURFACE MOUNTED BENCH. COLOR BLACK OR APPROVED EQUAL. SEE X INTERNATIONAL SOCIETY OF N ARBORICULTURE STANDARDS; L3.0-3. N IMPROPERLY PRUNED TREES 9. TOT LOT SAND WINDOW. SEE CIVIL PLANS. 3 0 (AS DETERMINED BY THE LANDSCAPE ARCHITECT) 10. ACCESSIBLE TOT LOT ACCESS RAMP. SEE L3.0-5. O O O SHALL BE REMOVED AND Z (2)—BVC WOOD TREE 0 00 o REPLACE. 11. 5'+ WIDE MULTI—USE PATHWAY. SEE CIVIL PLANS. Z STAKES(MIN. 6' HT) O TRUNK FLARE. LOCATE PRIOR CHAINLOCK 0000 O TO PLANTING. FLARE SHALL 12. TOT LOT. STRUCTURE BY OWNER. N TREE TIES 067 BE VISIBLE AFTER PLANTING. 13. SAFETY SURFACING AND CONTAINMENT CURB. SEE L3.0-4. 6" MULCH PER PLAN KEEP 3° IN 1"-2" AWAY FROM TRUNK a FLARE a a FINISH GRADE 3 3" HT WATERING BASING MULCH AT Y BOOL—:_ I- .BERM PLANTER FENCE SCHEDULE DEPTH I - FERTILIZER TABLETS TURF 8" BEDS o _ _ SYMBOL DESCRIPTION Z -I I—I I—III I I FOLD BACK BURLAP FROM 3 I III III—II II TOP OF ROOTBALL. x x 6' HEIGHT SOLID VINYL FENCE. MATCH PREVIOUS PHASES. SEE FENCE EXHIBIT L4.0. o —I I I IROOT— I I I � I I—I = —I I- `0 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. MATCH PREVIOUS PHASES. SEE FENCE EXHIBIT L4.0. E N G I N E E R I N G a REMOVE WIRE BASKET. Z NOTE: REMOVE TREATED BALL BACKFILL SOIL MIX GENTLY I I � —I I—, I I= '\ -I I 5725 NORTH DISCOVERY WAY 3 OR SYNTHETIC BURLAP PACK BACKFILL USING WATER — i== EXISTING FENCE PER PREVIOUS PRESCOTT SUBDIVISION PHASES. PRESERVE AND PROTECT. BOISE,IDAHO 83713 WIDTH i o COMPLETELY. REMOVE TO SETTLE SOIL AROUND I o, III -III- -I PHONE(208)639-6939 —III—III III—I a ANY SOIL AND/OR ROOTBALL % _ Z MULCH AWAY FROM 8" MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED FINISH —I I i III—III—III—�I— —III I=I kmengllp.com g TREE CROWN AFTER PIT SHALL BE A MIN. 2 TIMES WIDER SOIL GRADE —I I I ,IIIIII I i II I I=IIII I I—I I— I TOPSOIL DESIGN BY: RSW Z INSTALLATION. THAN ROOTBALL AT BASE AND A MIN. 3 TIMES WIDER THAN ROOTBALL CUT EDGE DRAWN BY: RSW F AT FINISH GRADE. DEPTH SHALL BE CHECKED BY: AY Z SAME AS THE ROOTBALL. 0 1OT E: CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED DATE: 7/10/24 . STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL PROJECT: 24-120 a STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. SHEET NO. z DECIDUOUS TREE PLANTING AND STAKING DETAIL SHOVEL CUT EDGE 6 2 NTS NTS L2.0 a N d ttttttttttlt��, ��•�� C E 0 F ID e'SSA Y99 9 : ; co / MATCH LINE - SEE SHEET L2.0 • = ~ ` 164� o47 PLANT SCHEDULE J, ' ��, s s W. WILDFIRE ST. 41 . \ 10 '•.•••• 4 ' —s s s s s s s DE BOTANICAL/COMMON NAME QTY SIZE MATURE HXW LA ' L• O�/12�� SYMBOL CO C CO O Q S CLASS ''•.` )VDSCA4� \ 5 s ° 4V M/a • M/a ° M/a a DECIDUOUS TREES RSW / I `� _ `� S ♦ �'cy v 46 ACER TRUNCATUM PACIFIC SUNSET TM PACIFIC SUNSET MAPLE 2 2"CAL.B&B 35'X30' CLASS II + 0 0 0 + 0 0 0 •�j tD '. .v,..Jul 3 PYRUS CALLERYANA'CAPITAL'� PC2 2 2"CAL.B&B 35'X15' CLASS II • CAPITAL CALLERY PEAR w ''`''ice ' :; ?'`<'"', cn cn TILIA CORDATA`GREENSPIRE` w 3 • FA 4 2"CAL.B&B 45'X35' CLASS II �rh / r:�'��:':;,1-`�:`��k=°• I GREENSPIRE LITTLELEAF LINDEN s / N �, EVERGREEN TREES ` / Ir 12 \ , �L " ;�I� ;`: ;'.'• ' � PP3 PICEA PUNGENS 1 6`-8' B&B 60'X30' EVERGREEN °� °Q: S 44 y COLORADO SPRUCE Ln 3 / m PINUS FLEXILIS'VANDERWOLF'S PYRAMID / 1 PV VANDERWOLF'S PYRAMID PINE 2 6 8 B&B 25'X15' EVERGREEN _O 2 -1 w g OLu 11 � \ — `1' „ `I' � I 15 ~— ° SYMBOL CODE BOTANICAL/COMMON NAME QTY SIZE MATURE HXW °C ~ / SHRUBS / _ F BUXUS MICROPHYLLA'FAULKNER' / w o BF 20 2 GAL. 4 X3' / \ � � •_ � FAULKNER BOXWOOD / �\ S HYDRANGEA PANICULATA'LITTLE LIME' / w `" Q + ) HL2 LITTLE LIME HYDRANGEA 32 2 GAL. 4 X4 1—l 10 14 9 w v O � < • s `� `� BLOCK 16 `L `1' `1' � � Z / • � GRASSES � Q °\� a2 BB BOUTELOUA GRACILIS'BLONDE AMBITION' 38 1 GAL. 3'X3' z BLONDE AMBITIONS BLUE GRAMMA GRASS IN,\ ° S ,i�.• z { O } CK3 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER 20 1 GAL. 4'X2' \ � � � a (n '1,r� FEATHER REED GRASS 7 /O ° e + MM MISCANTHUS SINENSIS MORNING LIGHT` 24 1 GAL. 5'X4' pp 13 EULALIA GRASS 6 �, �, �, �, °Q ' _ SCHIZACHYRIUM SCOPARIUM'STANDING o0 s SS2 OVATION' 16 1 GAL. 3'X3' 118 lO 41 STANDING OVATION LITTLE BLUESTEM PERENNIALS \ s • (� + HS HEMEROCALLIS X\STELLA DE ORO' 40 1 GAL. 1'X2' 8 ® ® STELLA DE ORO DAYLILY 13 ®® 12 LM2 LAVANDULA ANGUSTIFOLIA'MUNSTEAD' 32 1 GAL. 2'X3' \ / �;• _\\h �� N MUNSTEAD ENGLISH LAVENDER / 7 0 s 40 RUDBECKIA FULGIDA'GOLDSTRUM' �\\ i 6 °O 3 a4 RG2 GOLDSTRUM BLACK-EYED SUSAN 20 1 GAL. 2`X2` �\ ° _ � z \ � \ \ 100 `� % SALVIA NEMOROSA'MAY NIGHT' O / , O SM MAY NIGHT SAGE 20 1 GAL. 2'X2' Q Joe®° z / _ SYMBOL CODE BOTANICAL/COMMON NAME QTY CONT IZ 5 10 11 g :. O • a ° 9 ; �4G s 39 SOD/SEED z / Q` ° • j (D W y W TURF SOD RHIZOMATOUS / 12 a TR 37,619 SF SOD Q z � � � (D w RHIZOMATOUS TALL FESCUE I� _ — Q Q a i I n (D m z Lu O Q cn oC U 38 KEY NOTES (TYPICAL) ® W DC p O alp °Q: � / n w Q` ® � a v�u�mw — — _ _ 1. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE 0 — z id Q O 4 o , � — — — — — — — — — — — — — — — — MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE — w / d_ d O �� • - SHALL BE 3' FROM THE ADJACENT STREET GRADE. �y e\ 'd_ i �nrF���r — — — — — — — — — — — — 2. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL Q � d� _ ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. O u LANDSCAPEPLAN 3. 6' HEIGHT SOLID VINYL FENCE. MATCH PREVIOUS PHASES. SEE FENCE PLAN L4.0. U 4. 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. MATCH PREVIOUS PHASES. SEE FENCE PLAN L4.0. () z 0 30 60 90 Lu Q 5. EXISTING FENCE PER PRESCOTT SUBDIVISION PREVIOUS PHASES. PRESERVE AND PROTECT. SEE FENCE J Plan Scale: 1" =30' PLAN L4.0. IZ z "WOOD CARPET" 6. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE L2.0-2. RECREATIONAL SURFACING OR Q M „ APPROVED EQUAL, SHALL BE 7. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK (ROCK) MULCH WITH X 4"X2 4" 27 NSTALLED AT A DEPTH WHICH 0 PERMEABLE FABRIC WEED BARRIER. MATCH PREVIOUS PHASES. THE USE OF MULCH OR ROCK AS THE N STAINLESS �� WILL COMPACT TO NO LESS c� CONCRETE VERTICAL CURB ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED STEEL THAN 12" w 3 FLATHEAD w 6" Y2' RADIUS (TYPICAL) BARRIERS ARE PROHIBITED. pc� tz CAP SCREW ` GEOTEXTILE FABRIC SHALL FINISH GRADE PER PLANS ,> CONSIST OF WOVEN, NEEDLE a N MATERIAL VARIES 8. DUMOR BENCH MODEL 140-60 SURFACE MOUNTED BENCH. COLOR BLACK OR APPROVED EQUAL. SEE 31 PUNCHED POLYPROPYLENE N z HOLES ® , SUBSTRATE BONDED TO A 9. TOT LOT SAND WINDOW. SEE CIVIL PLANS. a 1 7 NONWOVEN PLYPROPYLENE ,'..: i FABRIC, WEIGHING NOT LESS FINISH GRADE. SEE 10. ACCESSIBLE TOT LOT ACCESS RAMP. SEE L3.0-5. N � THAN 4.8 OZ. PER SQ. YD. � = \ 21 \ COMPLETELY COVER AREA }':.. , CIVIL PLANS " / \� "WOOD CARPET" _ INDICATED ON PLANS RECREATIONAL 11. 5'+ WIDE MULTI—USE PATHWAY. SEE CIVIL PLANS. SIDE VIEW OVERLAPPING EDGES AT A \\/\�\�\\ SURFACING OR CONCRETE SIDEWALK. z MINIMUM OF 12". WRAP TOP !.. '1/�/ \ \/ /\ SEE CIVIL PLANS z , AND SIDES OF GRAVEL WITH •. _' APPROVED EQUAL 12. TOT LOT. STRUCTURE BY OWNER. 3 ;`;l.'y:;: .. \ \\/\/\/\\ PER PLAYGROUND EXPANSION g 71 4 FABRIC. 1�; /\/\\ \\/ CURB AND SAFETY JOINT 13. SAFETY SURFACING AND CONTAINMENT CURB. SEE L3.0-4. SURFACING DETAIL. °1 Y 8" DEPTH OF N f 5% MAX y' 3 WASHED I._ _ —, GRAVEL T. .< CRUSHED N AGGREGATE BASE /\/ �� /2,✓ \ / «_ .. \%/\/\\\/\�\�\\j \\�\�\j E N G I N E E R I N G Z FENCE SCHEDULE 5725 NORTH DISCOVERY WAY o NOTES: EXISTING SUBGRADE / /. /\ \ \�/��\\ \\� BOISE,IDAHO 83713 73 // \ \\ �/� SYMBOL DESCRIPTION PHONE(208)639-6939 COMPACTED TO 95� a FRONT VIEW 1. SCORE JOINTS 10' O.C. DRY DENSITY PER #4 REBAR / / \\/ / kmengllp.com z 2. EXPANSION JOINTS ® 40' O.C. AND WHEN CURB ABUTS ASTM D698 4" DEPTH CONCRETE 5% MAX x x 6' HEIGHT SOLID VINYL FENCE. MATCH PREVIOUS PHASES. SEE FENCE EXHIBIT L4.0. 3 SIDEWALK. 1' DEPTH SLOPE PER ADA REQUIREMENTS. NOTES: '%\ \\\� DESIGN BY: RSW z 3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF CONCRETE /- COMPACTED 4" DEPTH, 3 ❑ 0 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. MATCH PREVIOUS PHASES. SEE FENCE EXHIBIT L4.0. 0 1. 140-60 BENCH BY DuMor WITH NO CENTER ARM REST /4" CRUSHED STRAIGHT CURB AND RADII. RAMP FOOTING SUBGRADE AGGREGATE ROCK COMPACT TO DRAWN BY: RSW 2. FINISH TO BE POWERCOATED BLACK. 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER 6» EXISTING FENCE PER PREVIOUS PRESCOTT SUBDIVISION PHASES. PRESERVE AND PROTECT. 3. REFER TO LAYOUT PLAN FOR BENCH LOCATION. MAX. DRY DENSITY CHECKED BY: AY 0 4. INSTALL PER MANUFACTORY RECOMMENDATION. OF 3/$" THICKNESS. 5. SCORE JOINTS SHALL BE MINIMUM Y8" WIDE, 1Y2" DEEP, DATE: 7/10/24 AND ROUNDED CORNERS. PROJECT: 24-120 w 3 STREETSCAPE BENCH DETAIL TOT LOT CURB AND SAFETY SURFACING ACCESSIBLE TOT LOT ACCESS RAMP SHEET NO. 3 NTS 4NTS NTS 0 L3.0 ti a N d �— ••• Z E p p ID •• SSA YE71. •. * : ~� 1- - •BLK9FENCE SCHEDULE rqm SYMBOLS DESCRIPTION Lb'-1607112Cam. x x 6' HEIGHT SOLID VINYL FENCE. SEE L4.0-6. �•, d •'••....••• ••� 64 63 62 61 60 69 58 ,,,,, ADS {� �•• 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. SEE L4.0-7. 57 ss EXISTING FENCE PER PREVIOUS PRESCOTT PHASES TO REMAIN. PRESERVE AND PROTECT I I Ma a a a Ma Ma Lu o W. LOST RAPID ST. 1 i •a • Ma ° Ma • nna Ma M/a eMa nna a. � 53 3 — - o V) a W Lu30 29 28 27 26 2s 24 L — e I 3 BLOCK 14 . I 51 x A I � 23 S 17 5p O 3• .� Z Of OO 19 20 21 22 O 16 18 i 49 6' HEIGHT SOLID VINYL FENCE x NTS 15 3 W R W R W R W R af R 't p W. WILDFIRE ST. x 3 WN. 47 p z / M a M a aZx � � ` �, •.3 46 O Z 17 " \ Lu 13 / 3 0 3 ° Of 45 Q Lu z Of pp z > Q W 3 16 3 af L u z x 12 Q• 44 `J w � 3 ' G uj 16 U 11 a V4 _ 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP w Z LuNTS Q l0 BLOCK 16 14 Q 3 3 w 42 o a f J U N O L N ; a OX Z 10 m LL z z 1 3 3 z � Of N � o ` 12 D z ♦ �� ♦ / / 3 � � �\ 3 '• '•� 39 o Q- , g /a ENGINEERING Of 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639 6939 a kmengllp.com 3 / DESIGN BY: RSW a z DRAWN BY: RSW Cif CHECKED BY: AY z i FENCE PLAN DATE: 7 24-12 PROJECT: 24 120 N 0 0 40 80 120 SHEET NO. z 6 Plan Scale: 1" =40' L4,O 0 ti a N d N 28 FOUND/ALUMINUIMNCAP PLAT OF Book Page CP&F INST No. 2018-046039 21 Prescott Ridge Subdivision No. 4 28 A PARCEL OF LAND BEING A PORTION OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION, AND UNPLATTED LANDS SITUATED IN THE WEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA,COUNTY, IDAHO. 2024 O Unplatted to O N 0 N 1 — POINT OF 0 60 120 180 z ui BEGINNING Plan Scale: 1" =60' m co I S89.25'31"E • S89°25'31 "E 451.41' LL 63.62'(TIE) • o'n SHEET INDEX U) �' S6 SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND mol m O oo SHEET 2 - DETAIL PLAT MAP AND NOTES N 63 62 O I � `i 64 61 60 59 58 SHEET 3 - DETAIL PLAT MAP, LINE AND CURVE TABLES O L, BLOCK 9 57 55 SHEET 4 - CERTIFICATE OF OWNERS p SHEET 5 - CERTIFICATES AND APPROVALS z o I 54 REFERENCES W. Lost Rapids St. R1. PLAT OF PEREGRINE HEIGHTS SUBDIVISION, BOOK 68 OF PLATS AT PAGES I 7026 AND 7027, RECORDS OF ADA COUNTY, IDAHO. �g p 53 Unplatted R2. RECORD OF SURVEY No. 13153, RECORDS OF ADA COUNTY, IDAHO. No BLOCK 9 R3. PLAT OF PRESCOTT RIDGE SUBDIVISION No. 1, BOOK 127 OF PLATS AT PAGES 20528-20534, RECORDS OF ADA COUNTY, IDAHO. M rn R4. PLAT OF PRESCOTT RIDGE SUBDIVISION No. 2, BOOK XX OF PLATS AT w 30 29 28 27 26 25 24 Q 52 PAGES XXXXXX, RECORDS OF ADA COUNTY, IDAHO. I o O O O O O R5. RECORD OF SURVEY No. 1767, RECORDS OF ADA COUNTY, IDAHO. 00 BLOCK 14 1 0 51 R6. RECORD OF SURVEY No. 9358, RECORDS OF ADA COUNTY, IDAHO. of 0 4+ cO zo n LEGEND w 23 Z ® ALUMINUM CAP AS NOTED to 17 50 1 M FOUND 5/8-INCH REBAR WITH PLASTIC CAP d MARKED "ALB 12459", UNLESS NOTED OTHERWISE to I Z 16 1S 19 20 21 22 49 O FOUND 1/2-INCH REBAR WITH PLASTIC CAP MARKED "ALB 12459" WITH PLASTIC SET 5/8-INCH REBAR I C L H LAS CAP MARKED "ALB 2459" e`he e� 48 L • SET 1/2-INCH REBAR WITH PLASTIC CAP MARKED 15 ^ "ALB 12459" See Sheer et3 I O CALCULATED POINT, NOTHING FOUND OR SET I � W. Wildfire St. 47 16 LOT NUMBER io y 14 Q O ADJACENT LOT NUMBER SUBDIVISION BOUNDARY LINE ° ` LOT LINE � a SECTION LINE See Sheet 2 ADJACENT LOT LINE 12 16 44 See Sheet 3 - — —— — — — — - EASEMENT LINE ��A BLOCK 14 O v CENTERLINE � m ACHD EASEMENT (SEE NOTE 14) BLOCK 16 43 v�` O 110 14 • > 42 Unplatted Q SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON tis O 13 J THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD 00 I 41 SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL REFERENCES4-J CONFORMANCE WITH THE PROPERTY CORNERS WHERE MONUMENTS OF m RECORD WERE NOT FOUND WERESET/RESET AS SHOWN HEREON. 8 g 4-J N 15.8 12 Z 40 o�ypL LAND `SO' 18 BLOCK 9 �co`� �GISTER SG� �� O °?�4q`°�°' L3 o BLOCK 16 0. 12459 11 �� •��` I 39 N49°32'43"W 60.00' 0 9q 9TF Of �QP I so 38 ��N L. B A�-�'P mJ r N61°22'39"W o 0 0 `T-�•Zt?Z`r 48.25' N77.5 , � N89°25'31"W 158.50' , o Developer 817 W 110.009 O L1 N8925313W 111.68 p ENGINEER 1 N G Prescott Ridge Prescott Ridge 5725NORTHDISCOVERYWAY 6 BOISE,IDAHO 83713 Subdivision No. 2Properties, P ro p e rt�e S, ��� PHONE(208)639-6939 POINT OF COMMENCEMENT kmengllp.com Meridian Idaho ° C 1/4 SECTION 28 FOUND 5/8-INCH REBAR PER CP&F INST No. 2022-085773 FBO. 24-120 SHEET 1 OF 5 PLAT OF Book Page Prescott Ridge Subdivision No. 4 -0z , c O Unplatted � o N �' 0 40 80 120 o .> S89°25'31"E 451.41 ' 50.00' 40.00' 40.00' 40.00' 40.00' 50.00' 54.24' 25.00' 112.18' • Plan Scale: 1"=40' a � ( N �10' (SEE � - io - - - - - - NOTE 8) o Uj V) 00 56 �n 'n w to to I w w w w w A o 0 0 "' NOTES oJo I (N 0rn o, Na No No z N o 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE 64 LO 0 63 M o 62 0 61 M o 60 ,�� 0 59 M 58 'r N89'25'31"W HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. I o o o o 0 0 - O N U') 112.15' 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS z z BLOCK 9 z z z z M 0 Unplatted OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. 0 57 !d 0 I 5.84' z O 0 N 0 55 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT AND NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS 0 I S41'18'30"W WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE N89'2531"W OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT AND NAMPA MERIDIAN 46- CIO 37.51' 40.00' 40.00' 40.00' 40.00' 50.00' 14.65' z 112.13' IRRIGATION DISTRICT. 0 0 ul 0 0 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, 54 0 O WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF 0 - - N89'25'31"W 253.35' - �9 SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR W. Lost Rapids St. N89'25'31"W MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION N cR S57'51'34"W 112.11 SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION z 12.01' 53 o OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF". 29.85' 40.00' 40.00' 40.00' 40.00' 40.00' 23.50' CJ J 0 5. LOT 46, BLOCK 9, LOT 23, BLOCK 14, AND LOT 18, BLOCK 16 ARE COMMON LOTS AND SHALL I BLOCK 9 d BE OWNED AND MAINTAINED BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. LOT 46, 10 (SEE I ; N89'25'31"W BLOCK 9 AND LOT 23, BLOCK 14 ARE ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC NOTE 8) UTILITIES, STORM DRAINAGE AND HOMEOWNERS ASSOCIATION PRESSURIZED IRRIGATION. LOT 18, ao 23.50' 23.50' • C7 112.09' BLOCK 16 IS SUBJECT TO THE EASEMENTS PER NOTES 7, 8 AND 9. in o 6. LOT 57, BLOCK 9 AND LOT 18, BLOCK 14 ARE SUBJECT TO A BLANKET EASEMENT FOR w I rn °' N LO N � N in N to 23 > 52 0 COMMON DRIVES TO PROVIDE ACCESS FOR LOTS 54, 55 AND 56, BLOCK 9 AND LOTS 16 AND 30 M 29 M I 28 ,t `P 27 � tO 26 `0 25 't `0 00 Q to I 17, BLOCK 14, RESPECTIVELY. SAID LOT 57, BLOCK 9 AND LOT 18, BLOCK 14, SHALL BE 0 O 'Mo 0 O 'Mo 0 O ``� 0 O '� 0 24 Co 0; I OWNED BY BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC., OR ASSIGNS. COMMON 0 0 0 0 0 0 0 rn _� �_ N89°25'31"W DRIVES SHALL BE CONSTRUCTED OF A PAVED SURFACE CAPABLE OF SUPPORTING FIRE VEHICLES I z z z z BLOCK 14 z z I co "U 111.96' AND OTHER EMERGENCY EQUIPMENT AS SET FORTH IN UDC 1 1-6C-30.8. SAID LOT 57, BLOCK I � 9 AND LOT 18, BLOCK 14 ARE ALSO SUBJECT TO A BLANKET EASEMENT FOR PUBLIC UTILITIES 0 I 5' (SEE m '0 '0 AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. Z NOTE 14) 4 0 51 0 � Z d 0 7. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN 12.66 Om A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, 1 43.60' 40.00' N89'25'31"W N89'25'31"W N89'25'31"W N89'25'31"W N I N89'25'31"W HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. N89'25'31"W 96.26' 25.00' 37.66' 37.66' 37.66' 40.00' w 11 1.94' 8. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL 2.34' 2 34• a, REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S 17 0 2 34' 2.34' M 0 50 Oo ASSOCIATION PRESURIZED IRRIGATION AND LOT DRAINAGE. °,�'y 0/ 9. UNLESS SHOWN OTHERWISE, ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, 0' 0 `f EACH SIDE, FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND N89'25'31"W tO rn z N89'25'31"W LOT DRAINAGE. p� N 100.47' 0 w !w w w ( 111.92' i� co 10. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY o O !� N 19 N 'On 20 -Nd `0 -dN o o AND THE CITY OF MERIDIAN. M 16 00 0� 18 O M O ,� 21 M 22 0 0 0 49 0 v o 0 0 o r 11. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM z z z z APPROVED IN THE SANITARY RESTRICTION RELEASE. N89'25'31"W Oo N89'25'31"W 107.71' z 40 111.90, 12. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE i FILED FOR RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM b IR in TIME TO TIME. 0) N f 9.58' L11 48 Oo 0 o to 13. DIRECT LOT ACCESS FROM N. RUSTIC OAK WAY IS PROHIBITED. It 15 C13 40.00' 40.00' 37.82' � L12 14. A PORTION OF LOTS 22-24, BLOCK 14 AND LOTS 15-18, BLOCK 16 ARE SERVIENT TO AND � N89'25'31"W � L CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT 111.88 CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ��254'5 N I L ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF ADA q� 2"Iy ,�h S89'25'31 E 165.42 0 N 1 J?. G �- - - - • 0 0 �p COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE `' 94' � W. Wildfire St. o w 0 47 0 M "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE m t 0 DEDICATED TO ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS see S O 0 FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. heet N N 3 14 V N89'25'31"W 111.86' 15. THIS PLAT IS SUBJECT TO AN ACHD TEMPORARY LICENSE AGREEMENT PER INSTRUMENT No. N68.423 2350, • ,{ z 0 46 0 202--------- RECORDS OF ADA COUNTY, IDAHO. J 1 J S 4 W v 23 50, ( N N `off 17 N89'25'31"W 111.85' BLOCK 16 0 45 _0 Unplatted 0 0 /18 pL LAND .� �.■ ��� I ���N89'25'31"W c�`'�JN Nt LA SG 44 See Sheet 3 12459 99 qTF or SOP �O L. B Developer 1(m Prescott Ridge ENGINEERING 5725 NORTH DISCOVERY WAY 3713 Properties, L LC BONE, 208)63DAHO -693 PHONE(208j 639-6939 Meridian, Idaho kmenglip.com [;0B NO. 24-120 SHEET 2 OF 5 PLAT OF Book Page Prescott Ridge Subdivision No. 4 LINE TABLE CURVE TABLE LINE BEARING DISTANCE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD N L1 N00'34'29"E 8.50' C1 545.00' 336.71' 35'23'54" N22'10'09"E 331.38' 0 40 80 120 L2 SOO'34'29"W 21.40' C2 680.00' 256.20' 21*35'14" N29'04'29"E 254,69' Plan Scale: 1" =40' L3 N39'52'06"E 2.89' C3 50.00' 63,09' 72"7'37" N54'25'41"E 58.99' L4 N39'52'06"E 20.88' C4 50.00' 78.54' 90'00'00" N4425'31"W 70.71' I LO L5 N46'00'42"E 17.63' C5 703.50' 265.06' 21*35'14" N29'04'29"E 263.49' i (0 L6 N00'34'29"E 47.00' C6 26.50' 33.44' 72'17'37" N54'25'41"E 31.26' 0- - S89'25'31"E 165.42' _ �i° » r » r See Sheet 2 �� W. Wildfire St. o w L7 N44'51 44 W 17.53 C7 73.50 3.85 3'00 13 S00'55'38'E 3.85 � cv LO L8 N00'34 29 E 93.20' C8 73.50 35.34' 2732'54 S16'12 11 E 35.00 14 N L9 N39'52'06"E 20.88' C9 73.50' 35.34' 27'32'54" S43'45'05"E 35.00' 6 30.42' 96.98' I o N68• G I z L10 N39'52'06"E 20.88' C10 73.50' 40.92' 31'53'59" S73'28'32"E 40.39' 42 3 N44 25'31"W 171 SO 4 W 2350' b 20.53' ( See Sheet 2 1-11 N45'34'29"E 6.39' C11 26.50' 17.81' 38'30'33" N70'10'14"W 17.48' j O I U) L12 N45'34'29"E 14.14' C12 26.50' 23.82' 51'29'27" N25'10'14"W 23.02' 13 BLOCK 16 Lo 45 C13 73.50' 23.93' 18'39'12" N81*14'53"E 23.82' iy N89'25'31"W CO 64 3 18 C 14 73.50' 25.00' 19'29'18" N62'10'38"E 24.88' G 777 �'15,. 111.50' N89'25'31"W 77.50, � G 1 1 4 i C15 73.50' 30.00' 23'23'10" N40'44'24"E 29.79' 111.83' 12 0 16 0 C16 73.50' 13.81' 10*45'57" N2339'51"E 13.79' G SEE NOTE 14 o O 0 o 0 BLOCK 14 m 00 44 00 C17 656.50' 34.48' 3'00'34" N19'47'09"E 34.48' �ryh N6p. / I N89'25'31"W aj J 7�, ¢, c, > C18 656.50' 48.18' 4'12'19 N23'23'36"E 48.17' 177 s6y� -5.00' 111.50' N89'25'31"W S O�- C19 656.50' 48.18' 4'12'19" N2735'54"E 48.17'�' m 0 15 0 I.0 111.81' a� o o J C20 656.50' 48.18' 4'12'19" N31'48'13"E 48.17' �O U 0 o J O •O� V� tis I 0 43 o C21 656.50' 48.18' 4'12'19" N36'00'32"E 48.17' 4; ; E� I N89'25'31"W N d �t t� a�J 777 `s3j,, C22 656.50' 20.13' 1'45'25" N38'59'24"E 20.13' Q 150, !y 1111.50' Z N89'25'31"W O � I o o b o 111.79' C23 545.00' 16.71' 1'45'25" N38'59'24"E 16.71' I o o C24 545.00' 40.00' 4'12'19" N36'00'32"E 39.99' r7 O LO0 42 o Unplatted \ h����1 77�53� ( =aw, N89'25'31"W M 0 C25 545.00' 40.00' 4'12'19" N31'48'13"E 39.99' \ .150, S ,9 I N ' C26 545.00' 40.00' 4'12'19" N27'35'54"E 39.99' M N89'25'31"W \\ Og ri I bo b o 111.76' C27 545.00' 40.00' 4'12'19" N23'23'36"E 39.99' z 13 I .o -0C28 545.00' 40.00 4'12'19" N 19'1 1'17"E 39.99' NOTE 8E� 41 0 - C29 545.00' 39.11' V06'42" N15'01'47"E 39.10' O), `L N89'25'31"W LO 40 G� i 111.50' N89'25'31"W n C30 545.00' 40.66 4'16'28" N 10'50'12"E 40.65' 'r \ �O I 0 111.74' 3�: C31 545.00' 40.23' 4'13'46" N06'35'05"E 40.22' o Prescott Ridge 2�S I o 12 0 40 0 Subdivision No. 3 O 2 19 18 I N89'25'31"W ( BLOCK 9 M 0 L3 111.50' N89'25'31"W N39'52'06"E v� 20.88' BLOCK 16 I -00 111.72' 0 11 0 0 39 0 \ �v \ o I N89'25'31"W > " \ o N49 3260 00' I w 111.50' N89'25'31"W O I b V)�� 0 11 1.70 w S o 0 LOzo00 10 0 �n "o wuj o o U) z 00 0 �A N61022'39"W ��, - - - - - - - - - - - - 23.50' ° 23.50' ° `r d 48.25' `' - I ° N89025'31"W 158.50' - - - - - - - - - -� - N77°58,170�W 110. _ --� J L1 ° N89025'31"W 1 1 1.68' o °0f ° Prescott Ridge 0 O Subdivision No. 3 NpL LAND T SG 12459 9,9�9rF OF t. Developer Prescott Ridge ENGINEERING 5725 NORTH DISCOVERY WAY 3713 Properties, L LC BONE, 208)63DAHO -693 PHONE(208)639-6939 Meridian, Idaho kmengllp.com JOB HEET 3 OF 5 NO. 24-120 S PLAT OF Book Page Prescott Ridge Subdivision No. 4 CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER STATE OF IDAHO DESCRIBED. SS ADA COUNTY A PARCEL OF LAND SITUATED IN A PORTION OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68 OF THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 20_, BY MITCHELL S. ARMUTH, PLATS, PAGES 7026-7027, RECORDS OF ADA COUNTY, IDAHO) AND UNPLATTED LANDS SITUATED IN THE WEST 1/2 OF THE AUTHORIZED AGENT, HUBBLE HOMES, LLC, AN IDAHO LIMITED LIABILITY COMPANY. NORTHEAST 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 5/8-INCH REBAR MARKING THE CENTER 1/4 CORNER OF SAID SECTION 28, WHICH BEARS S00'43'55"W A DISTANCE OF 2,635.29 FEET FROM AN ALUMINUM CAP MARKING THE NORTH 1/4 CORNER OF SAID SECTION 28, THENCE SIGNATURE OF NOTARY PUBLIC FOLLOWING THE WESTERLY LINE OF SAID NORTHEAST 1/4, NOO'43'55"E A DISTANCE OF 1,619.40 FEET; THENCE LEAVING SAID EASTERLY LINE, S89'25'31"E A DISTANCE OF 63.62 FEET TO A 5/8-INCH REBAR ON THE MY COMMISSION EXPIRES SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 1 (BOOK 68, PAGES 7026-7027, RECORDS OF ADA COUNTY, IDAHO) AND BEING THE POINT OF BEGINNING. THENCE LEAVING SAID SUBDIVISION BOUNDARY, S89'25'31"E A DISTANCE OF 451.41 FEET TO A 5/8-INCH REBAR; THENCE S00'36'17"W A DISTANCE OF 755.15 FEET TO A 5/8-INCH REBAR ON THE SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 2 (BOOK ---, PAGES -----------, RECORDS OF ADA COUNTY, IDAHO); THENCE FOLLOWING SAID SUBDIVISION BOUNDARY THE FOLLOWING NINE (9) COURSES: 1.N89'25'31"W A DISTANCE OF 1 1 1.68 FEET TO A 5/8-INCH REBAR; 2.N00'34'29"E A DISTANCE OF 8.50 FEET TO A 5/8-INCH REBAR; 3.N89'25'31"W A DISTANCE OF 158.50 FEET TO A 5/8-INCH REBAR; 4.S00'34'29"W A DISTANCE OF 21.40 FEET TO A 5/8-INCH REBAR; 5.N77'58'17"W A DISTANCE OF 110.00 FEET TO A 5/8-INCH REBAR; 6.N61'22'39"W A DISTANCE OF 48.25 FEET TO A 5/8-INCH REBAR; 7.N49'32'43"W A DISTANCE OF 60.00 FEET TO A 5/8-INCH REBAR; 8.N39'52'06"E A DISTANCE OF 2.89 FEET TO A 5/8-INCH REBAR; 9.N50'07'54"W A DISTANCE OF 158.50 FEET TO A 5/8-INCH REBAR ON THE SUBDIVISION BOUNDARY OF SAID PRESCOTT RIDGE SUBDIVISION NO. 1; THENCE LEAVING SAID SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 2 AND FOLLOWING SAID SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 1 THE FOLLOWING SEVEN (7) COURSES: 1.N39'52'06"E A DISTANCE OF 20.88 FEET TO A 5/8-INCH REBAR; 2.336.71 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 545.00 FEET, A DELTA ANGLE OF 35'23'54", A CHORD BEARING OF N22'10'09"E AND A CHORD DISTANCE OF 331.38 FEET TO A 5/8-INCH REBAR; 3.N01'18'03"E A DISTANCE OF 93.28 FEET TO A 5/8-INCH REBAR; 4.N46'00'42"E A DISTANCE OF 17.63 FEET TO A 5/8-INCH REBAR; 5.N00'34'29"E A DISTANCE OF 47.00 FEET TO A 5/8-INCH REBAR; 6.N44'51'44"W A DISTANCE OF 17.53 FEET TO A 5/8-INCH REBAR; 7.N00'34'29"E A DISTANCE OF 93.20 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 8.263 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. 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. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS SHOWN 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, AN IDAHO LIMITED LIABILITY COMPANY CERTIFICATE OF SURVEYOR 1, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 4 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. \ONpL LAN,o S ,S T f,,.Q� GAP AARON L. BALLARD, P.L.S. 12459 12459 Developer Prescott Ridge 99 qTF 0f SOP O L. B �P Properties, LLC -7 . 1 > Z,0704 Meridian, Idaho Ian E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE,IDAHO83713 PHONE(208)639-6939 kmengllp.com [;0B NO. 24-120 SHEET 4 OF 5 PLAT OF gook Page Prescott Ridge Subdivision No. 4 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 SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR DISTRICT COMMISSIONERS ON THE DAY OF 20 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. i 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 I, 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 i SUBDIVISION HAVE BEEN PAID IN FULL, THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CITY ENGINEER i APPROVAL OF MERIDIAN CITY COUNTY TREASURER DATE I, 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 CERTIFICATE OF COUNTY RECORDER DAY OF A.D. 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. STATE OF IDAHO ) SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 4 WAS FILED AT THE REQUEST OF AT MINUTES PAST O'CLOCK _.M., � MERIDIAN CITY CLERK THIS _DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS I BOOK OF PLATS AT PAGES THRU CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE INSTRUMENT NUMBER RELATING TO PLATS AND SURVEYS. DEPUTY EX—OFFICIO RECORDER i ADA COUNTY SURVEYOR DATE FEE: *NL LAND 61 S T SG G 0 1 459 99 qTF OF Developer Prescott Ridge ENGINEERING Properties, LLC 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 Meridian, Idaho PHONE(208)639-6939 kmengllp.com JOB NO. 24-120 SHEET 5 OF 5