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CC - Construction Drawings INDEX OF DRAWINGS S` AL PRESCOTT RIDGE Q � STE NO , 1 SHEET SHEET TITLE SHEET DESCRIPTION 1 NO. CONSTRUCTION PLANS 09-23-21 0 C1.0 GENERAL IMPROVEMENT PLANS COVER SHEET ��9TF F ��C1.1 GENERAL IMPROVEMENT PLANS NOTES AND ACRONYMS 9lINEW S �F-� N Ei MERIDIAN , ID C1.2 GENERAL IMPROVEMENT PLANS EXISTING CONDITIONS AND DEMOLITION PLAN 7 C1.3 GENERAL IMPROVEMENT PLANS EXISTING CONDITIONS AND DEMOLIITON PLAN Digitally signed by W.CHINDEN BLVD.(HWY 20/26) C1.4 GENERAL IMPROVEMENT PLANS EXISTING CONDITIONS AND DEMOLITION PLAN Matthew S. Derr, PE EP EP EP EP d3 d3- Date: 2021.09.23 W.CHINDEN BLVD.(HWY 20/26) �� � C1.5 GENERAL IMPROVEMENT PLANS STRIPING AND SIGNAGE PLAN C1.6 GENERAL IMPROVEMENT PLANS STRIPING AND SIGNAGE PLAN 16:10:49 -06'00' x Lx-x-x-�Lq. - N MERIDIAN, C1.7 GENERAL IMPROVEMENT PLANS STRIPING AND SIGNAGE PLAN IDLu Y C1.8 GENERAL IMPROVEMENT PLANS MASTER UTILITY PLAN o V LOCATION MAP m ® C1.9 GENERAL IMPROVEMENT PLANS MASTER UTILITY PLAN o Z C1.10 GENERAL IMPROVEMENT PLANS MASTER UTILITY PLAN 0 C2.1 ROADWAY IMPROVEMENT PLANS MCDERMOTT RD. AND W. STURGILL PEAK ST. PLAN AND PROFILE C2.2 ROADWAY IMPROVEMENT PLANS N. JUMPSPOT AVE PLAN AND PROFILE PROJECT SITE Z z � - C2.3 ROADWAY IMPROVEMENT PLANS W. PARACHUTE DR. PLAN AND PROFILE LEGEND C2.4 ROADWAY IMPROVEMENT PLANS N. STREAMER WAY PLAN AND PROFILE Z 0 100 200 400 600 p C2.5 ROADWAY IMPROVEMENT PLANS W. SMOKEJUMPER ST. 1+00 TO 7+50 PLAN AND PROFILE cn BOUNDARY LINE Plan Scale VICINITY MAP D C2.6 ROADWAY IMPROVEMENT PLANS W. SMOKEJUMPER ST. 7+50 TO 14+50 PLAN AND PROFILE Lu � NO SCALE v OFFSITE BOUNDARY LINE j C2.7 ROADWAY IMPROVEMENT PLANS W. FIRELINE DR. 4+50 TO 1 1+50 PLAN AND PROFILE - SETBACKS I C2.8 ROADWAY IMPROVEMENT PLANS W. FIRELINE CT. 11+00 TO 15+00 PLAN AND PROFILE ROAD CENTERLINE I C2.9 ROADWAY IMPROVEMENT PLANS N. TRIDENT AVE. AND N. JUMPER PL. PLAN AND PROFILE LOT LINE LINE C2.10 ROADWAY IMPROVEMENT PLANS W. RUSTIC OAK WAY 1+00 TO 7+50 PLAN AND PROFILE R/W R/W RIGHT-OF-WAY LINE z C2.11 ROADWAY IMPROVEMENT PLANS W. RUSTIC OAK WAY 7+50 TO 14+50 PLAN AND PROFILE O FOUND 1/2 INCH REBAR I BLOCK 13 C2.12 ROADWAY IMPROVEMENT PLANS W. RUSTIC OAK WAY 14+50 TO 21+50 PLAN AND PROFILE QO FOUND 5/8 INCH REBAR I C2.13 ROADWAY IMPROVEMENT PLANS W. RUSTIC OAK WAY 21+50 TO 28+50 PLAN AND PROFILE z FOUND BRASS CAP 1 3 I C2.14 ROADWAY IMPROVEMENT PLANS W. RUSTIC OAK WAY 28+50 TO 32+00 PLAN AND PROFILE ® FOUND ALUMINUM CAP I I I I C2.15 ROADWAY IMPROVEMENT PLANS ROAD DETAILS CALCULATED POINT 2 W.LOST RAPIDS ST. C3.1 GRADING IMPROVEMENT PLANS GRADING IMPROVEMENT PLANS .I C3.2 GRADING IMPROVEMENT PLANS GRADING IMPROVEMENT PLANS PROPOSED IMPROVEMENTS BLOCK 12 PEREGRINE HEIGHTS C3.3 GRADING IMPROVEMENT PLANS GRADING IMPROVEMENT PLANS s S S SEWER LINE SUBDIVISION 1 C4.0 DRAINAGE IMPROVEMENT PLANS OVERALL DRAINAGE PLAN w w WATER LINE C4.1 DRAINAGE IMPROVEMENT PLANS DRAINAGE IMPROVEMENT PLANS SD-SD- STORMDRAIN LINE 1p/zoFjRk- / C4.2 DRAINAGE IMPROVEMENT PLANS DRAINAGE IMPROVEMENT PLANS PI PI PRESSURE IRRIGATION LINE R C4.3 DRAINAGE IMPROVEMENT PLANS DRAINAGE IMPROVEMENT PLANS SEWER MANHOLE I C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT A 10+00 TO 16+00 wv x WATER VALVE O I / 1 C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT A 15+50 TO 21+00 ® WATER METER z � O BLOCK 14 C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT A 21+00 TO 27+25 Q FIRE HYDRANT is O 8 10 11 12 13 l C5.4 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT A 27+25 TO 34+00 w w� SINGLE WATER SERVICE I Q 14 1s 16 17 1s lg zo 21 / C5.5 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT A 34+00 TO 41+00 �, w w� DOUBLE WATER SERVICE I ;` 0 O �w F'RE"NE zz 23 z4 25 z6 C5.6 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT A 41+00 TO 44+00 z z DRAINAGE ARROWS OZ �R. 27 zs W zz 21 z0 _ O Zg ,30•'•'• 1 cyq�'L C5.7 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT B 11+00 TO 17+50 Lu - S : : : O G z LLJ W_STURG ILL PEAK ST..�i •: 19 18 17 16 15 w FIRE(INECT s9�s C5.8 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT B 17+50 TO 24+00 � z W Lu O 14 13 12 � •-` / ..'L � T ID \ = EXISTING IMPROVEMENTS o 0 z LL.. O O O O8 O O o : : C5.9 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT E _Q / s s SANITARY SEWER LINE O O Q O O 11 g O Q O :: i C5.10 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT C Lu v g > -w w WATER LINE 1 Q o -.W PgRAC O 10 10 : :r,;;l �. 1 C5.11 SEWER IMPROVEMENT PLANS SEWER ALIGNMENTS L, M, AND N LuO -c G G GAS LINE 0 c HUTE pR_ o / �. BLOCK 11 C5.12 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT D O S V BLOCK 4 "' 1 z 0 Q Qs O (� -1oP oP OVERHEAD POWER LINE O6 BLOCKS O O O 1 � C5.13 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT H 11+00 15+50 W 9 10 0 GI GI GRAVITY IRRIGATION LINE N101 C5.14 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT H 15+50 TO 21+00 z SEWER MANHOLE 11 "K. / Lu D O I � � C6.1 WATER IMPROVEMENT PLANS WATER IMPROVEMENT PLANS wv WATER VALVE 12 � C6.2 WATER IMPROVEMENT PLANS WATER IMPROVEMENT PLANS Lu WATER METER 13 D Ln BLOCK 6 - - o BLOCK 10 C6.3 WATER IMPROVEMENT PLANS WATER IMPROVEMENT PLANS ® I j O7 O8 O9 10 11 :...: . 12 . :':'.. 13 14 1s 16 17 19 r I OAKS NORTH � FIRE HYDRANT I �.15 14 _ _ I O 6 ::::: :•: : : 0 I C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS PRESSURE IRRIGATION IMPROVEMENT PLANS 1 SUBDIVISION NO. 16 18 . POWER POLE .z - W.SMOKEJUMPER ST. - .l C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS PRESSURE IRRIGATION IMPROVEMENT PLANS IV 'IV o Fjq POWER BOX O O O O O 6 1 O O O O I BLOCK 9 C7.3 PRESSURE IRRIGATION IMPROVEMENT PLANS PRESSURE IRRIGATION IMPROVEMENT PLANS Ip 07 80 90 10 11 12 13 14 15 I 1 2 M EDGE OF PAVEMENT - BLOCK 7 O C7.4 PRESSURE IRRIGATION IMPROVEMENT PLANS PRESSURE IRRIGATION DETAILS BLOCK 8 V EG EG EDGE OF GRAVEL OAKS NORTH m C8.1 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT A o I SUBDIVISION NO. 15 OAKS NORTH C8.2 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT A F TREE DECIDUOUS _ �-.---1 - I I I I O LJ L L I L I� / SUBDIVISION NO. 12 C8.3 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT B T D C8.4 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT B T- IOTOI T a2645 - EXISTING GRADE CONTOUR OAKS NORTH - Z I SUBDIVISION NO. 14 I r C8.5 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT F 4 C8.6 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT F d CONTACT INFORMATION J1-1 I / O C8.7 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT A a C8.8 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT A OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT 1-1.0 LANDSCAPE COVER C PROVIDENCE PROPERTIES KM ENGINEERING, LLP ** 701 S. ALLEN ST. #104 5725 NORTH DISCOVERY WAY L2.0 LANDSCAPE PLAN z MERIDIAN, ID 83642 BOISE, IDAHO 83713 3 PHONE: (208) 639-6939 L3.0 LANDSCAPE PLAN E N G I N E E R I N G o FAX: (208) 639-6930 ** 5725 NORTH DISCOVERY WAY CONTACT: MATTHEW DERR, P.E. L4.0 LANDSCAPE PLAN BOISE,IDAHO 83713 KEVIN McCARTHY, P.E. PHONE(208)639-6939 EMAIL: mderr@kmengllp.com ** SWPP PLAN TO BE SUBMITTED FOLLOWING ** L5.0 LANDSCAPE PLAN kmengllp.com kevin®kmengllp.com PLAN ACCEPTANCE AT ACHD L6.0 LANDSCAPE PLAN DESIGN BY: MSD/WHB m 0 z L7.0 LANDSCAPE PLAN FENCE EXHIBIT DRAWN BY: MSD/WHB 3 EX2.0 COMMON DRIVE EXHIBIT LOTS 4-9, BLOCK 1 CHECKED BY: MSD/AY DIGLINE DATE: 9/23/21 LEGAL DESCRIPTION PROJECT: 21-099 o A PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 4 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE SHEET NO. NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO. CONTRACTPHONE OR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT ANY AND ALLLOO)AMAGES TO EXIS 342-1585 TING UNDERGROUND RE COMMENCING OUTIILITIES. CONTRACTOR IS FULLY RESPONSIBLE FOR 0 a CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS ASS\OVAL f�c, STANDARD NOTES FOR REVISED 3/1/18 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 �p� ��\STf RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND 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 COMMERCIAL PROJECTS WITH PUBLIC MAINS (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE 1 GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL SSTANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION I DISTRICT. CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 09-23-21 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 0 (ISPWC), ( 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY 9T� � Q� PUBLIC WORKS CONSTRUCTION ISPWC , THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND ANY _ FLANGE R _ 0 ADDE//NDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), q CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. GLG - GRAVITY IRRIGATION RIM - RIM TIOF SON TRUCTURE ET HT 9lTNEOFS QF-� THESE STANDARDS REQUIREMENTS OF THE THE CONTROLLIONG TRANSSTANDPORTATION OR DEPASPECRICANTN ITD). THE MORE STRINGENT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 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 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 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 OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE SITE, IT COULD BE GROUNDS FOR "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. 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 (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "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 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE 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 PRIOR TO START OF WORK. 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 Lu 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 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 o REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 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 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 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING (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 AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH (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. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING ) NUMBERS) FOR DETAILS. PHONE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. ANY AN ALL 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL 800DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE cn 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 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 WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES NO "TOLERANCES" ALLOWED. _O FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. 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 BE 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 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN 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 WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM PRESCOTT RIDGE NO. 1 FINAL PLAT. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT. WATER 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL. GENERAL CONSTRUCTION NOTE NO. 1. 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 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. o DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, Z MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. ( ) 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO TRAVEL LANE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS THE REQUIREMENTS OF THE 404 PERMIT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A ( ) CRITICAL FACTOR. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE BEFORE CONSTRUCTION BEGINS. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ROUGH GRADING PLAN. 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY TRAFFIC CONTROL NOTES STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION. DEVICES" FOR STREETS AND HIGHWAYS. PUBLIC WORKS INSPECTOR 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID SEWER FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE ITEMS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA REQUEST OF THE AGENCY AND/OR THE ENGINEER. 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM GRADING NOTES 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM V) DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER THE EDGE OF THE TRAVEL WAY. z MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 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. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC CONSTRUCTION ACTIVITY WITH THE EPA. J DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. O v, WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A z z 2 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 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 w } (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ANY CONSTRUCTION. L u 2 O 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DE 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE (DEQ). THE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF ANY CONSTRUCTION. Z Lu = PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER 0 Q > Q ROADWAY GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE - SITE. IRRIGATION NOTES 0 0 z ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 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 EE E Q SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). O Lu V) 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT 5 _ � PIPE ZONE. STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. U PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS V) J 0 MATERIALS. PRESSURIZED IRRIGATION 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES W Q Z 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 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. 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. Lu PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND ENGINEERING REPORT. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE z THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION Lu QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DEMOLITION NOTES FROM DEQ PRIOR TO ANY DEWATERING. DRAINAGE 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE 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 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY CONSTRUCTION. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. REMOVAL FROM THE SITE. CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I 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 M DURING DEMOLITION AND REMOVAL OPERATIONS. STANDARD DRAWINGS SD-301 AND SD-302. N M 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. 0 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 Z 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR FINAL ACCEPTANCE. REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL g ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING 0 REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL SECTION 400. TEST PRESSURE SHALL BE 150 PSI. EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE Z PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING CONSTRUCTION. 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER a APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. M UTILITY NOTES 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE lcm 0 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 o REGION (334-2190). 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 0 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: MSD/WHB ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: MSD/WHB N QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC 3 TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: MSD/AY FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC o TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: 9/23/21 h OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM D GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION PROJECT: 21-099 OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH o THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, SHEET NO. o THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. 0 C1. 1 a RA DING LEGEND I "AL ENC I— — — — — — — — — _ —2645� _ EXISTING GRADE CONTOUR o�C�' \S 14- E �. (1' AND 5' INTERVALS) RGI 3 �! \�\ \ I SHEET NOTES J, 09-23-21 0 LOC\ �\ \ \ W / � � W � \\ \\\ I A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. '� � OF PG1 ,9�, �0��� W \ \\ \\ \ I B. ALL WELL ABANDONMENT SHALL BE COMPLETED IN yEW S. _\ \ I I ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO w \ �\ \\ I I CODE. 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SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. 4V lF OF TT 0� \ I \ B. ALL WELL ABANDONMENT SHALL BE COMPLETED IN yEW S \ ACCORDANCE WITH THE REQUIREMENTS OF THE IDAHO \ \ \ PGD I III I DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO 1 \ I I CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL \ DRILLER FOR ABANDONMENT. KEYNOTES \ \ I I I 1 SCA SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, II II I 1 SD-303, SD-806, AND ACHD REQUIREMENTS. 1 \ \ LIMITS OF < I II II \ o LOC CONSTRUCTION. \ \ II \ I Cr RETAIN AND PROTECT EXISTING \ I I II PGR GRAVEL ROAD \ \ N RETAIN AND PROTECT \ i N XPT EXISTING TREE. RETAIN AND PROTECT GRAVITY \ PGD IRRIGATION OPEN DITCH. \ N \ w N I \ PXA RETAIN AND PROTECT EXISTING \ O ASPHALT.REMOVE cn �o RGI STING 0 GRAVITY IRRIGATION OPEN DITCH. N �� I / I \ REMOVE EXISTING GRAVITY > LL' Lu N II \ PG1 IRRIGATION PIPE. ~ REMOVE EXISTING \ II GRAVITY IRRIGATION BOX. REMOVE EXISTING TREE. I I N I RXF REMOVE EXISTING FENCING. I N I I \ REMOVE EXISTING GRAVEL ROAD EXISTING SWALE TO p lone \ SWR BE REMOVED. z / N BXR REMOVE EXISTING BUILDING :M \ AND CONCRETE. N \ I \ ' `REE N I I EEEE I I I N m m / N\ N Ln a: / i N � / C\ I / km t, E E E LOC z E � 2s3 I u) Q XPT z RGI 2 I z h az w E \ p%E E I I �► I\ J I J _O / E E E E E E E / / I \ / I I I \ \ 2"G30\ I— E E \E E I I NCf � J E\� �E F I I BXR I W I i o z o c EP RXG N ry�� 53 PG1 I EP z W G _ Lu 5 Loll �- $- PXA / Z ( l a OP op-op-op RXT E M I E E E `1 E E E / / / n`".�J I I I RXT 0 ( I to I I I H z r. \�� �E .VJJJ II / D RGI N SWR W 0 -ti E E ' E �E / PG 1 _ O ON PGD PGR PG1 EEE Raw EEEEEE E / L I 1 / / D / _ U m — — — _ — E EM�� RGI \— \R�w�� E E E �_� �� -� PG 1 I // RXT 1/�� XPT • 2533 BXR �l I I W Q Z E E E E E ��E �C^� �E E E E E E E E E E E E E C) RGB / 1 � C1v SCA OC U Aq 03 03 �E E E — 3 N� � �- 6I ri GI z^cP GI �f��3 — 93 �3 `J-3 23 03 ��- �3— — 03 D `J3 _� „_�3 03 53 �3 Z X �T — L - - - - - - - E— E F '"—�a�_- - - - - - - - - - - - - — - - - - - — — _ — _ — - - - — _ N. Levi Lane (Private) W E`E F F E M — — — - - - - — _ Ln — XPT RXT r RXG .� E E E E /� / — _ - - - - - - - — -- - - �� — - - — - - - - - - — �3 — — _ - - X - - - - - - - - - - - - - - - - - d s E E E E E RXG M/a<-- '* ( M/a M/a M/a M/^ — o �— _ E F F E F E E F Fw �� E E F E E F F E E F EX �, / M/ RXG M/a�M/a RXF m N 7 1 PG 1 w E E E E E LO E E mmr E E E E E E E E E E E RGI RXG X� O Xo o �"' R RXT LOC —,, � O z � " m — " 1 .00) N � N RGI 0 I O � m I � Z � � �IZ � tnN V I ` o cn z �� m i ^'N'n l I SWR o \ m N O i m O m N a ` $ I I \ Z � - Jxm I N Z � � Zf�� N � N� w Z xN \ cD o LOC m rn m \ I / T "m- F, c� J � M J� � � m ao Jim I cV �I I 10 \� I I o"o o = N I �N I I I LOC Lo � �m � J N I 1 PXA \ �x CA D z A ^�D C� ' (n n � Cn 1 m W� Z (n m-0 _ Ncn* o � m �X ZP ZCnBXR 5 ° `'1 � �n mcJo m � 1 o I BXR I / `� m � ' IN ,"'i zz �� X � mo I Cn PER INST. No. 112021 3 I I I I / No I�I N W �Ui v o I 20' ITD PER. ESMT a o J \sue I _ �' r7N I I I 1I I00 NDLIBXR PGD o �� D 253 ?534 u'' I z i 1 W I `s2S�S \ ` _ XPT v o o a �s ti`' I I _ �/ 1 I ENGINEERING z m m-0 I 1 5725 NORTH DISCOVERY WAY \ ( I n X o BOISE,IDAHO 83713 -0 z' I PHONE(208)639-6939 j S34 \ I 0 -'� 1 kmengllp.com \ I I Z o I I DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a 0 DATE: 9/23/21 EXISTING CONDITIONS AND DEMOLITION PLAN PROJECT: 21-099 SHEET NO. 0 60 120 180 a Plan Scale: 1" = 60' C 1.4 0 N a LIGHTING LEGEND OSS\ONAL ENS R/W RIGHT-OF-WAY LINE p��' G\STE w w I LOT LINE P POWER LINE ; ,, 09-23-21 0 F° Q PROPOSED STREET LIGHTO ��9T�, a w w \FD a PROPOSED STOP SIGN 9l jNEWFs Q�c-� FD — — � PROPOSED STREET NAME SIGN w 0'\ F—m] PROPOSED MAILBOX CLUSTER BOX ED w w W SHEET NOTES 7 1. SEE SHEET C1.1 FOR GENERAL AND SIGNAGE NOTES. w w FD 2. REFER TO ACHD STANDARD DETAIL TS-1112 FOR Lu W I ADDITIONAL STRIPING AND SIGNAGE INFORMATION. W FD w 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 10 ®' ED ED I 8 w w w O 12 ED=ED 13 ED-ED KEYNOTES ED SL 14 15 cl INSTALL STREETLIGHT PER CITY OF MERIDIAN z ' O 16 ED O STANDARD DRAWING T1. COORDINATE WITH CITY OF 0 W 40 5 —� O 17 ED MERIDIAN AND OWNER FOR SIZE AND TYPE. N W w w BLOCK 1 18 O 36" STOP SIGN PER > w \ JC2 ED STP MUTCD R1-1. ~ 21 �� SPEED LIMIT SIGN PER i \ 9F� $PD MUTCD R2-1. $L 24 PSB INSTALL 24" THERMOPLASTIC STOP SL 25 F° BAR PER MUTCD STANDARDS. 26 INSTALL THERMOPLASTIC LADDER w w' FIRELIN 27 LSC STYLE CROSSWALK. SN1 SL o E DR. _ 28 22 29 W� O STREET SIGN PER MUTCD D3-1 30 •� SN1 (N. MCDERMOTT RD. X W. STURGILL PEAK ST.). . , � � F $TP SN2 O 21 _ $L ° SN2 STREET SIGN PER MUTCD D3-1 0 20 2 EA CBU (N. JUMPSPOT AVE. X W. STURGILL PEAK ST.). z w PS W CBU 2 EA 19 STREET SIGN PER MUTCD D3-1 18 _ W SN3 (N. JUMPSPOT AVE. X W. PARACHUTE DR.). w F° STREET SIGN PER MUTCD D3-1 LSC W. STURGILL PEAK ST. w w W 16 15 _ F�RE��NE CT , SN4 (N. STREAMER WAY X W. PARACHUTE DR.). 14 �� a3 STREET SIGN PER MUTCD D3-1 w I BLOCK 3 13 SL a 03 a3 SN5 (N. STREAMER WAY X W. SMOKEJUMPER ST.). ? SPD 25MPH \ Fo a3 a3 SN6 STREET SIGN PER MUTCD D3-1 SfV7 SL =� a3 (N. TRIDENT AVE. X W. SMOKEJUMPER ST.). rri 3 �j SN7 XTREEFIRELINEPCT. XUN�DSTREAMERW WAY)ELINE DR. 0T SIGN w O z 50 O 4 CBU INSTALQUANT 1 -UNITER MAILBOX c CLUSTER BOX UNIT. W O 11 ' w w o SN3 ' '' f 10 CBU 1 EA W 1 W 1 1 W 1 W 1 W 1 ■ (/ 7ri1 z BLOCK 4 1 SL SLPAI d W PA a R�C�UTE DR. SN4 � 1 z W w � W 1 w _ C� z W z� W i 0 O O O O O •", � 1 oQ > � o a l W O 8 SL BLOCK 5 1 � � 10 ~ W Q O � � 1 J O w a � z 1 � � w 11 1 z I > W 1 12 I I a L ■ x O I 1 N W W W W W dol� - TO ■_ W I W P O WI S r 7 8 W W W W W W 13 14 15 16 17 z Z 14 O BLOCK 6 W W W I rn w I SL W W W W 19 W W W CBU 2 EA 15 / SN5 6 W SL $L rn a 18 rn W. SMOKEJUMPER ST. — _ Qs N YLi H .- m/ rn i rn SN6 I SL SL z (� ENGINEERING 1�1 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(2081 639-6939 6 z O O O O O 1 O O O O a 1 kmengllp.com BLOCK 7 < O O O 10 11 BL DESIGN BY: MSD/WHB o L m N BLOCK 8 DRAWN BY: MSD/WHB g —x _ x x x x x w 1 CHECKED BY: MSD/AY — o -0.3 I J 3 — — — — _ _ ■ DATE: 9/23/21 vI I -t— E.C— —c .. D PROJECT: 21-099 STRIPING AND SIGNAGE PLAN SHEET NO. V 0 60 120 180 C 1.5 O a Plan Scale: 1" = 60- / MATCH LINE — SEE SHEET C1.5 LIGHTING LEGEND I c,S\ AL ENS R/W RIGHT-OF-WAY LINE r _ LOT LINE P POWER LINE 09-23-21 w ;Q PROPOSED STREET LIGHT sJgP�o r - 10 _/vq F Of \ I N a PROPOSED STOP SIGN l � TNEWS•0 PROPOSED STREET NAME SIGN \ I I m E PROPOSED MAILBOX CLUSTER BOX 18ui �, 19 SHEET NOTES � r _Fj1. SEE SHEET C1.1 FOR GENERAL AND SIGNAGE NOTES. 0 2. REFER TO ACHD STANDARD DETAIL TS-1112 FOR w \ I I $L ❑ o o ADDITIONAL STRIPING AND SIGNAGE INFORMATION. a \ \ I 12 W W 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS } p CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. / \ ( BLOCK 81 N.JUMPLIST PL. k Elo 0• k \ \ E SN7 2 KEYNOTES \ \ \ \ \ I E INSTALL STREETLIGHT PER CITY OF MERIDIAN z \ \ o o $L STANDARD DRAWING T1. COORDINATE WITH CITY OF\ \ \ I O I W W MERIDIAN AND OWNER FOR SIZE AND TYPE. 0 O 8-INCH WIDE WHITE > g PT1 O \\ SLID LINE w _ \ 14 I E 8-INCH WIDE WHITE DASHED � \ E PT2 LINES, 3' / 9' GAP \ SL STREET SIGN PER MUTCD D3-1 / ® PT2 PT1 PT2 E E !� w w SN7 (W. SMOKEJUMPER ST. X N. JUMPLIST PL.). L44)T•- / < E� STREET SIGN PER MUTCD D3-1 ® E E SN$ (N. RUSTIC OAK WAY X W. CHAINSAW ST.). BL o I _ E O STREET SIGN PER MUTCD D3-1 N. RUSTIC OAK WAY gL — E E SN9 (N. RUSTIC OAK WAY X W. SMOKEJUMPER ST.). • \ E D w BIKE LANE SYMBOL AND BIKE LANE ARROW PER P12 \ E BL ACHD STANDARD DRAWING TS-1113. o 'E E E 1 E E E SL E p PT1 • PT2 -- -- -- — — — SN9 E E • I �E ~E' W PT1 < I I O < E •• E•. E E BLOCK 9 < PT1 .� E E - - E E SL E I � �E0 E ` \ E ` E E E E E E ' A zE W IIN. h' E Q <_ BLOCK 11 .E < �E z 1\ � '� Q - - - �� � •E' < E z a .<• E EE W W E W C (7 I $L ties < � � G Q E Wz I E E < < E '' F�• � E E' E �U � � z E - I _ SL Lu Q .E PT2 E E W W < , E z W . E ' E . E E E• E ` W SN8 E BL IE E o E V N E B L E d1 z Z E E w oo r o I W W PT1 o z. E ® o E 1'T1 E z / < •• E � i I \ m ° < m a w W E BLOCK 14 (/) 1 = N O M E rrj Q ®E o m E E• \ E• E E O ` ° ' E EBLOCK12 ENGINEERING R II II \E E \ E 1 E 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 z _ — E E — kmengllp.com 03 �3 03 03 _ 93 93 E E DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 STRIPING AND SIGNAGE PLAN PROJECT: 21-099 0 SHEET NO. 0 60 120 180 Plan Scale: 1" = 60' C 1.6 O N a LIGHTING LEGEND x I x x x x—J � SS\pN AL ENG x x x x x x R/W RIGHT-OF-WAY LINE �F``' �p\STER /yF LOT LINE P POWER LINE 1 9 s 09-23-21 0 ;Q PROPOSED STREET LIGHT �9T� a OF PROPOSED STOP SIGN 9ljNEw S. PROPOSED STREET NAME SIGN m l PROPOSED MAILBOX CLUSTER BOX SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND SIGNAGE NOTES. 2. REFER TO ACHD STANDARD DETAIL TS-1112 FOR Lu ADDITIONAL STRIPING AND SIGNAGE INFORMATION. a 0 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. KEYNOTES OINSTALL STREETLIGHT PER CITY OF MERIDIAN cn SL STANDARD DRAWING T1. COORDINATE WITH CITY OF z MERIDIAN AND OWNER FOR SIZE AND TYPE. cn OSTREET SIGN PER MUTCD D3-1 $N10 (W. WILDFIRE DR. X N. RUSTIC OAK WAY). L ~ SN11 STREET SIGN PER MUTCD D3-1 (W. LOST RAPIDS ST. X N. RUSTIC OAK WAY). $N12 STREET SIGN PER MUTCD D3-1 (W. CHINDEN BLVD. (HWY 20/26) X N. RUSTIC OAK WAY). O36" STOP SIGN PER STP MUTCD R1-1. OSPEED LIMIT SIGN PER SPD MUTCD R2-1. OINSTALL 24" THERMOPLASTIC STOP z PS6 BAR PER MUTCD STANDARDS. OINSTALL THERMOPLASTIC LADDER LSC STYLE CROSSWALK. O8-INCH WIDE WHITE PT1 SOLID LINE PT2 8-INCH WIDE WHITE DASHED LINES, 3' / 9' GAP BDBIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD STANDARD DRAWING TS-1113. m r*i I D � I I v) z = m Q rE J F o a z z nEF . I p �-- i Imo, E z z a •K' E EP EP I W Lu V)\ . F BL SL per' d3 d3 Wm k/ � G m a — Q > w pLn O o T� E I n I OC z T F E SN10 <: E a z l H w Q F �\ E ` PT2 BLOCK 12 O I� w Z I U — z J h Y� e•' F. 1 e e ��� �� W W E \N R(� E F E F F F E F F 2 < 3 BLOCK 12 E SL ® SL - < Q F F ' — — — ST�cOgK _ SL (25 MPH (SPD BL Lu EF < o y PT1 PT2 0 - - - - - - _ z F - - - - - - BL BL N W F e < �� CD F F N. RUSTIC OAK WAY— SL m IN PSB m rn � BL LSC E E _ SN11 F o F F E F F 1 F BLOCK 13 < F 2 m Ln a STP SN12 m 0 — — — ••''• w I X z O a z I W Z w 0 I a � I Z w I I I d I V I I o I a a w '-i N I O N M w I E N G I N E E R I N G I I 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 PHONE(208)639-6939 kmengllp.com m DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 STRIPING AND SIGNAGE PLAN PROJECT: 21-099 SHEET NO. 0 60 120 180 a Plan Scale: 1" = 60' C 1.7 O N a SHEET NOTES \Fo A. SEE SHEET C1.1 FOR GENERAL NOTES. c�`�S`'\ONSTE B. SEE SHEET C1.1 FOR SEWER NOTES. Quo G FO FF� W 36 CM 6 C. SEE SHEET C1.1 FOR WATER NOTES. 1 09w \ D. SEE SHEET C1.1 FOR IRRIGATION NOTES. `�� -23-21 � e° �9lTF OF W W W KEYNOTES THEW S•v w UTILITY MAIN/MAIN CROSSING ° MAINTAIN HORIZONTAL AND VERTICAL SEPARATION o W a O E OF THE POTABLE WATER AND NON—POTABLE eo O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER W o W O NOTE 2, SHEET C1.1 FOR MORE INFORMATION. 6 Eo w W E0 UTILITY MAIN/SERVICE CROSSING O 10 ED MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu ED OF THE POTABLE WATER AND NON—POTABLE a W 8 11 ED I © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, W AMENITY, ETC.), PER CITY OF MERIDIAN w w O 12 36' MP ED_ ED_ I REQUIREMENTS. SEE SEWER NOTE 3 AND WATER w 1 a 13 14 _D_ED NOTE 3, SHEET C1.1 FOR MORE INFORMATION. O W W 15 INSTALL STANDARD SERVICE MARKER PER ISPWC O16 QED / v STANDARD DRAWING SD-512. PAINT TO BE GREEN. 4 17 _ ED i INSTALL STANDARD SERVICE MARKER PER ISPWC W w BLOCK 1 18 W19 BLOCK 1 ED STANDARD DRAWING SD-512. 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SMOKEJUMPER ST. o S S S S S S S S S S S S a S S Y S � — a N O �N M/ z 1 m O22 w I 1 3 O O O O O 6 z 1 O O O O E N G I N E E R I N G o O O O 10 11 12 1 5725 NORTH DISCOVERY WAY m W BOISE,IDAHO 83713 f t X X PHONE(208)639-6939 —X X — — X X Ia . w 1 a �I I I — — — — — • � Id kmengllp.com Id � a, — — — — — 1 DESIGN BY: MSD/WHB E.G. _ DRAWN BY: MSD/WHB — E.GE.G� — E.G. E. E.G. E.G. o — do — � TOP E.G. E.G. E.G. _ E.G. E.G. g I I I I I TOP 1 — _ — CHECKED BY: MSD/AY 0 1 DATE: 9/23/21 MASTER UTILITY PLAN PROJECT: 21-099 SHEET NO. 0 60 120 180 'Plan Scale: 1" = 60' C 1.p O N a MATCH LINE - EE SH EET C1.8 SHEET NOTES In �IU A. SEE SHEET C1.1 FOR GENERAL NOTES. SS\GNST E,yG/y� B. SEE SHEET C1.1 FOR SEWER NOTES. / C. SEE SHEET C1.1 FOR WATER NOTES. 1 I I I I I 17 o W D. SEE SHEET C1.1 FOR IRRIGATION NOTES. ���9TF O - - N p�� � KEYNOTES EW S• O UTILITY MAIN/MAIN CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON—POTABLE O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, I m v W AMENITY, ETC.), PER CITY OF MERIDIAN N 18 19 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER I L I NOTE 2, SHEET C1.1 FOR MORE INFORMATION. \ / / Tff I / / UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION ,, cp� / I I ❑ o o OF THE POTABLE WATER AND NON—POTABLE a \ W W © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF REQUIREMENTS. SEE SEWER NOTE MERIDIAN3 AND WATER } / / \ N.JUMPLIST PL. o NOTE 3, SHEET C1.1 FOR MORE INFORMATION. x / \ M N o 0 \ / \ W W ` INSTALL STANDARD SERVICE MARKER PER ISPWC v STANDARD DRAWING SD-512. PAINT TO BE GREEN. _ INSTALL STANDARD SERVICE MARKER PER ISPWC �' STANDARD DRAWING SD-512. PAINT TO BE BLUE E INSTALL STANDARD SERVICE MARKER PER ISPWC z z \ E I w STANDARD DRAWING SD-512. 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SEE SHEET C1.1 FOR GENERAL NOTES. SS�GNAT �cy� B. SEE SHEET C1.1 FOR SEWER NOTES. C. SEE SHEET C1.1 FOR WATER NOTES. 1 D. SEE SHEET C1.1 FOR IRRIGATION NOTES. s� 09-23-21 �o qTF OF KEYNOTES 9lTNEW S•1��� UTILITY MAIN/MAIN CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE m 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. m UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION LL, OF THE POTABLE WATER AND NON-POTABLE a PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. d3 INSTALL STANDARD SERVICE MARKER PER ISPWC H v STANDARD DRAWING SD-512. PAINT TO BE GREEN. - INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. PAINT TO BE BLUE EP INSTALL STANDARD SERVICE MARKER PER ISPWC z do STANDARD DRAWING SD-512. PAINT TO BE p PURPLE. cn Lu > Lu w o z m m r� m D ul) z m Q j z• o � EP EP W Q z w rn vo o Q / ---I _ w� _ rn rn E � \ I H � � w LLJ z 0 cn 0 r , 5 2 GI 3 G GI GI GI x -. w l0 F F RUS � F F _ � GI OC 04 — — — — — o — — — o w � E F F •.qy� _ — � -� — s — s _ � m — — —�- z I PI PI m N w F F 01 PI PI w w w PI PIN. RUSTIC OAK WAY— PI PI PI 1 N � —41 W W W W W W W W W m ►� E F 2 o F E E F 1 F x D I m V w a (J N O Q r z V I W 0 0 I z a o w a r N d o w N m \ Im z 0 3 w E N G I N E E R I N G 5725 NORTH DISCOVERY WAY I BOISE,IDAHO 83713 PHONE(208)639-6939 N kmengllp.com m DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 r MASTER UTILITY PLAN PROJECT: 21-099 0 0 60 120 180 SHEET NO. Plan Scale: 1" = 60' C 1 0 N a SHEET LEGEND SS\o A L ENG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION Q�p��. `GIST STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 1 `'(� 09-23-21 0 Ae GRADE BREAK �S'9TH OFS�o��� EW CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY w ELE. - ELEVATION a L - STATION OFFSET LEFT 28.2t CL MA R - STATION OFFSET RIGHT +46.26, CL/MA 27.6t CL/MA 26.1 f CL/MA TBC - TOP BACK OF CURB 25.7t CL/MA w rn SCA 28.4t CL/MA +00.00, 5.84'L +48.81, 16.00'L RIM - RIM OF STRUCTURE 0 25.6f MA LIP - LIP OF GUTTER +50.00, 0.00' SCA � o 0 +11.68, 0.00' MA _ MATCH+00.0 , 0.00L/MA J 0 00 0 26.2t CL/MA 27.2t CL/MA 27.74 CL/INT/MA 28.4t CL/MA/HP +95.25. 16.001TBVC SW - SIDEWALK XISTING 25.47 TBVC _ +00.00, 0.00' +00.00, 0.00' +53.68, 0.00' +03.56, 0.00' +02.87, 18.00'L FL - FLOW ONE PAVEMENT EP EP EP EP EP EP +95.68, 0.00' EP EP EP EP tr EP EP EP EP EP EP EP EP TOC - TOP OF CONCRETE /1+0// 2+0 N. MCDERMOTT RD. EP EP 3+00 4 OO SCA EP EP EP EP EP EP HP - HIGH POINT PCC - POINT OF COMPOUND CURVE cn TS1 POC - POINT ON CURVE z 23.42 CL INT - INTERSECTION +00.00, 0.00' PRC - POINT OF REVERSE CURVE cn -► ` EP - EP EP EP EP- Lu Lu SWD 23.50 TBVC / \ SHEET NOTES ~ 2, +00.00, 18.00'L 25.83 TBVC 25.85 TBVC . . ° R ° ° F ` CV 26.29 TBVC 27.33 TBRC/PC �� 2.0q ° A NOTES. E+50.00, 18.00'R +00.00, 18.00'R C1.1 FOR GENERAL, GRADING, AND ACHD 25.97 SW +00.00, 18.00'R +95.68, 18.00'R 25.99 SW +50.00, 26.00'R 1 F F 26.43 SW F < F F F F , B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, +00.00, 26.00'R SWD +00.00, 26.00'R 27.56 SW PRA CV O TB3 PAVEMENT MARKINGS AND SIGNAGE PLAN. L +95.68, 31.00'R 26.73 TBRC/PC 28.26 TBVC PC � . TB2 /26.73 TBVC/PT °. 3 +81.68, 48.00'R 7 00 / C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL +25.68, 48.00'R SWD +47.11, 18.00'R 2.09,. 23.19 TBVC ROAD SECTION. � � � 28.41 TBVC +29.78, 18.00'L� � � � 1 � � o• +23.96, 18.00'R 22.84 CL/ D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO F <_ � �� TOLERANCES WILL BE ALLOWED. 28.49 TBVC/PT +00.00, 18.00'R +28.78, 0.00' °z C +11.68, 18.00'R ° /�� E. ALL STATION AND OFFSET LABELING RELATED TO EACH 25.50 TBVC 23.42 CL SPOT ELEVATIONS ARE REFERENCED TO THE ROAD C) ° I 26.53 TBVC/PT SWD +00.00, 18.00'R 0i,+00.00, 0.00' ALIGNMENT. r +48.46, 18.00'R � SEE ROADWAY <_ 23.50 TBVC <_ I D PLAN SHEET C2.2 +00.00, 18.00'R F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. 22.95 TBVC T132 � c - +27.79, 18.00'R 5 4 KEYNOTES 3 ° 3 < o SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) o SCA AND PAVEMENT PATCH PER ISPWC SD-303 AND 4O ACHD REQUIREMENTS. CONSTRUCT STREET SECTION PER DETAIL 1 ON TS1 SHEET C2.15. O TS2 CONSTRUCT STREET SECTION PER DETAIL 2 ON SHEET C2.15. 6" VERTICAL CURB AND GUTTER N . M C D E R M OTT R D. PLAN AND PROFILE ACHDLSUPPLEMENTAL STANDARD DR WINGPER SD-701. V Z CONSTRUCT 5' TRANSITION FROM 6" VERTICAL z Q 0 30 60 90 0 3 6 9 TRN CURB AND GUTTER TO 3" ROLLED CURB AND Q z GUTTER. J Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED IC4 CURB) PER ACHD DRAWING SD-604A. ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. 0 z (/) INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK SWD PER ACHD SUPPLEMENTAL STANDARD DRAWING Z m W �Z SD-709. W 2 W INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK rr n - Lu SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING V V"I SD-709. 2 Q J INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O 0 PRA SD-712A, WITH TRUNCATED DOMES PER ACHD Q 2540 2540 SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT O Lu c/) ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. u } VG INSTALL 4' WIDE VALLEY GUTTER PER ACHD uj Q SUPPLEMENTAL DRAWING SD-708. z DO TB2 INSTALL TERMINUS BARRICADE TYPE II WITH KICK Q O PLATE PER ACHD SUPPLEMENTAL STANDARD + 0 (0 DRAWING SD-1132A. BARRICADES SHALL HAVE + II N of THICKENED EDGE ALUMINUM WITH 6" WIDE 2535 11 2535 REFLECTIVE RED/WHITE DIAGONAL DECALS. Q 00 00M N N N a M PAINTED SIGNS NO LONGER ALLOWED. O + II o � o 000 + +Ln + N � O ( N YN 0 II N � N � N00� II II W o Y m M QC140 I >N u o LLJ LLJ U (n YN > af J > 6 Q(n m < w LJ Q wx of QO YN YN Y `N �N LLA II W (D W r d � N wN of m 0a�, 00 II N 2530 m u m 11 ui m II Q "w r 2530 E QEj, Q � mw � w caw Napo 0 9 FINISHED GROUND 0.857 -0.65% Y 04 z 1.35% N a- o m 1.16% uj 0 II o > 0.77% \ of w 0.04% 0 27% EX STING GROUND \\ -1. gq 2525 2525 N m z O o P- ENGINEERING 5725 NORTH DISCOVERY WAY o ^J 1 BOISE,IDAHO 83713 a PHONE(208)639-6939 o kmengllp.com o EXISTING GROUND CENTERLINE 0 2520 FINISH GROUND CENTERLINE 1 / 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 oo rn °' N 0 r- °' M 0 0 00 N N n 0 0o N 0 CHECKED BY: MSD/AY d r 00 N (o r) 0) C z L V) lI) (p (6 O (6 ^ � pp 00 LO (D M � N N M M o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DATE: 9/23/21 F Ln U) V) V) 0 d) V) V) U) U) � LO � LO 0 o Lo Ln � � n Ln Ln LO Ln � U D 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 PROJECT: 21-099 SHEET NO. V 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 C2. o / 9 a I SHEET LEGEND w - - SS�oN AL E�Oi < �ELE. & DESCRIPTION FINISHED GRADE ELEVATION O� �\ T STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 09-23-21 GRADE BREAK '11,�J� OF < � � - . SEE LEFT HEWS C CIVIL ACRONYMS 28.49 TBVC/PC +68.00, 58.00'L m ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS I o 24.08 TBRC/PT > e 3 FOLLOWS: w 13 +24.47, 36.50'L �, 24.08 TBRC/PC CV TRN 23.30 FL +80.47, 36.50'L STA. - ROADWAY STATION FROM CENTERLINE +24.47, 30.57'L 23.25 FL CL - ROADWAY CENTERLINE PRA 25.41 TBVC SWA 23.61 TBVC PT s A/ 4 I +80.47, 30.57'L PC - POINT OF CURVATURE +51.75, 28.00'L / 23.70 TBRC/PC °> +25.50, 48.00'L � " PT - POINT OF TANGENCY 11J ° +04.47, 16.50'L 23.61 TBRC/PT 26.73 TBVC/PT 24.08 TBVC/PC pRq 3 24.92 TBRC °^ . +00.47, 16.50'L ELE. - ELEVATION o +98.00, 28.00'L +05.50, 28.00'L VG +00.00, 16.50'L SWA 23.73 TBRC SWA L - STATION OFFSET LEFT +00.00, 16.50'L CV V R - STATION OFFSET RIGHT S 25.33 TBRC TBC - TOP BACK OF CURB W DO �� M�a • min /a ° nn/a ° ° nn/a s o �20Qd, �, ,i, ,i, CR 24.30 CL/INT 24.13 TBRC � TRN CR � RIM - RIM OF STRUCTURE +50.00, 16.50'L +85.00, 0.00' +00.00, 16.50'L ,Ll./ LIP - LIP OF GUTTER SCq A/ � sR/W R/W R/W R/ R/W >R/W R/W R/W R/ /W TRN R Q` PRA �� MA - MATCH EXISTING " 26.45 TBVC/PT�� o • 3 TB2 " "° "o /a +09.00, 6.00'L (�D °1 w 20 00 "° ° �" SW - SIDEWALK w C� 24.40 TBVC/PC 25.41 CL 0.8% N.JUMPSPOT AVE. 0 6% O 00' �'� Ay ° FL - FLOW ONE PAVEMENT 26.72 TBVC o �- +92.13, 6.00'L IC4 +50.00, 0.00' w 1+00 V w 3+00 `r O 4+00 0 4% TOC - TOP OF CONCRETE +03.00, 0.00' _ �6�0' CV - o 0 o Rg p +00 - o o - -I _ 2+00 - TS3 - - o o w V ti HP - HIGH POINT o I o c0 �i 1 T63 0 C- - -� ��� P - COMPOUND CURVE N 27.74 CL/INT 24.38 TBVC O 1 O _ o o � CC POINT OF COMP +50.00, 0.00'0 23.30 CL/INT 9 0.8% O p VG C C POC - POINT ON CURVE z +98.13, 0.00' +42.00, 0.00' �O 0, y, `'O 0.6% VG / p a 26.45 TBVC PC o 24.40 TBVC PT 0.4% INT - INTERSECTION cn w / W. STURGILL PEAK ST. / ,, " �/ PRC - POINT OF REVERSE CURVE g +09.00, 6.00'� N +92.13, 6.00'R I TB2 inn/ CR /a M/a /Qy o',/ a�W °o ,° "° " ° W wLu 3 1 SWA �, �s ^/ 24.00 TBRC/PT y 23R/W 61 CL R/w R R/W W R,7 W SHEET NOTES - `L�' •s 41 � 4 E F F F , . F F F 23.95 FL F F O +21.74, 16.50'R +00.00, 0.00' O M/„ 25.33 TBRC 24.52 TBRC/PC .� PRH +24.47, 0.00' 23.49 CL I\R A NOTES. C1.1 FOR GENERAL, GRADING, AND ACHD SCA 25.41 TBVC /a,1. .M/a +50.00, 16.50'R +48.73, 16.50'R F 23.80 FL 23.53 TBRC <_ 23.89 FL +00.00, 0.00' jrU SWA 24.08 TBVC/PC V/+12.35, 16.60'R +00.00, 16.50'R+51.75, 28.00'R VG 24.92 TBRC 24.06 FL FF F F +25.00, 14.50'R < F 23.41 TBRC+05.50, 28.00'R pRq " 4.21 CL u /_1 ° B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, 26.73 TBVC/PT a • 3 +00.00, 16.50'R +58.39, 16.73'R 0 +00.00, 16.50'R PAVEMENT MARKINGS AND SIGNAGE PLAN. 23.70 TBVC/PT � F +00.00, 0.00' F F F $�/q � � F F E �s�' ° PRA +98.00, 28.00'R CV +25.50, 48.00'R 24.36 TBRC/PT CR 23.95 FL Q w I O +68.73, 36.37'R 24.36 TBRC/PC +80.47, 0.00' - t F C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL 27.33 TBVC/PC s 25.00 CL n +01.74, 36.63'R ROAD SECTION. TRN 3 F F F 23.89 FL <_ +68.00, 58.00'R z � +00.00, 0.00' 3 = C o° +80.00, 15.67'R D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO °I � I O C s A/ � o m 23.30 CL/INT < TOLERANCES WILL BE ALLOWED. w SEE ROADWAY . F F F F F F F F F F F +52.47, 0.00' F F E. ALL STATION AND OFFSET LABELING RELATED TO EACH PLAN SHEET C2.1 SEE RIGHT V) 2296 FL 3 a <_ <_ <_ - . SPOT ELEVATIONS ARE REFERENCED TO THE ROAD z o O +55.00, 15.67'R' ALIGNMENT. s '3 . F F F F F 23.23 TBRC/LP F F D SEE ROADWAY PLAN w m I SHEET C2.3 +55.00, 16.50'R F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. m S sOf KEYNOTES W "° CONSTRUCT STREET SECTION PER DETAIL 3 ON 22 TS3 SHEET C2.15. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. CR INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. CONSTRN CUURBTANDTGUTTER TO ION ROLOLED CURB 6" VERTICAL V) W. STURGILL PEAK ST. PLAN AND PROFILE N . JUMPSPOT AVE . PLAN AND PROFILE GUTTER. z 0 ## ## ## 0 # # # 0 30 60 90 0 3 6 9 IC4 INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED Q W CURB) PER ACHD DRAWING SD-604A. J --IPlan/Profile Scale: 1" _##' Profile Vertical Scale: 1" _#' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. IL SWA INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK O PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O z OINSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Z Lu PRA SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL Lu - Q BE RIGID INSERTS WET-SET INTO THE CONCRETE VI w (CONCRETE STAMP AND ADHESIVE MATS NOT Q z \ Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC Q / J YELLOW'. - Q w M W 2540 2540 2540 u') L' 2540 PRH INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC _ > SD-712H, WITH TRUNCATED DOMES PER ACHD Q II II SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL L u 00 BE RIGID INSERTS WET-SET INTO THE CONCRETE O _ Q o (CONCRETE STAMP AND ADHESIVE MATS NOT U 0 N n ALLOWED) AND SHALL BE COLORED 'TRAFFIC V) w w N YELLOW'. Lu Q m m INSTALL 4' WIDE VALLEY GUTTER PER ACHD 0o m II m II VG SUPPLEMENTAL DRAWING SD-708. Q LO o a Q INSTALL TERMINUS BARRICADE TYPE II WITH KICK o+ 0 Li � w TB2 PLATE PER ACHD SUPPLEMENTAL STANDARD Q Z 2535 2535 2535 2535 DRAWING SD-1132A. BARRICADES SHALL HAVE O THICKENED EDGE ALUMINUM WITH 6" WIDE N REFLECTIVE RED/WHITE DIAGONAL DECALS. 0 o PAINTED SIGNS NO LONGER ALLOWED. Y LO LO INSTALL TERMINUS BARRICADE TYPE III PER ACHD Of N o+ oo TB3 SUPPLEMENTAL STANDARD DRAWING SD-1 132B. m II II O BARRICADES SHALL HAVE THICKENED EDGE o o ,.� + o ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE N o g� M DIAGONAL DECALS. PAINTED SIGNS NO LONGER 0 w � N ui p �+ ALLOWED. u + Y N d N QLO Q p 2530 II 2530 2530 m N "' Q 2530 W QQ1 W (n N O N Y N Q m � LO 0 Q V) W W II N W N m < J ui m II W II W Q > W FIN SHED GROUND <J Of w W A �2 4 / I� �• EXISTING GRO 2525 2525 2525 - - - _ _ 2525 N •- _ M N Z -0.60% 0.40 EXISTIN GROUND FINISHED SROUND E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE kmengllp.com 0 2520 FINISH GROUND CENTERLINE 2520 2520 FINISH GROUND CENTERLINE 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z 3 0 co r� M �_ ao co 0o n N o rn � co � r7 o CHECKED BY: MSD/AY LO Ln z o0 c0 'i 't 4 't 'i 't vi c0 u7 'n 4 'n 4 L6 r i rrj Kj r i Ki 0 N N N N N N N N N N N N N N N N N N (14 N N N N N N N N N N DATE: 9/23/21 h � V) � � Ln D N � N N N N N N N Cq N Cq N N � N N N � N � N CJ N N N N � N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 0+50 1+00 1+50 2+00 2+50 2+75 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 C2. 0 N a SHEET LEGEND AL 0 4O �ELE. & DESCRIPTION FINISHED GRADE ELEVATION � 1 STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 19 09-23-21 z \k A/ � J, 0 OF C v \1/ 24.00 TBRC/PC O GRADE BREAK O9 9 TyEW S•� -0 +66.73, 36.631E 0 A/ 24.36 TBRC PT 3 D PRH +86.73, 16 501E ° CIVIL ACRONYMS ram,., 24.42 TBRC CR 24.81 TBRC 25.00 TBRC/PC s +00.00, 16.501E +00.00, 16.501E +47.80, 16.501E SWA 25.21 TBRC O ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS M/a MIN'm/a nn/a nn/a FOLLOWS: 3 °° ° , ° ° 3 , M/ s , MIN M/a /ate /a +00.00, 16.501E \ Q ° :SEE ROADWAY PLAN M/a 10 3 STA. - ROADWAY STATION FROM CENTERLINE 24.30 CL INT 1, /a 25.39 TBRC/PT O SHEET C2.4 CL - ROADWAY CENTERLINE / ° 1+00 0.4% s , +45 6.50'L 22 94,6.29 T 36.0PL , _ I PC - POINT OF CURVATURE PT POINT OF TANGENCY +50.00, 0.00' �, s 1l a 25.60 TBRC S - _ - 2+00 0 0 0 0 +00.00, 16.501E Q 1 w + ro ----------- 3+00 PRH s 3 ELE. - ELEVATION < 10 sM/a 26.48 TBRC/HP L - STATION OFFSET LEFT .s QS 0.4% /a CR z 10 R - STATION OFFSET RIGHT s /� ° _M/a 26.00 TBRC +17.08, 22.361E TBC - TOP BACK OF CURB +00.00, 16.501E 26.41 TBRC/PC RIM - RIM OF STRUCTURE _ 4+0 LIP - LIP OF GUTTER VG ° ° ° ° ° MIN _ 0 W. PARACHUTE DR 0 q ° M/a M/a SWA +02.94, 16.501E 26.29 TBRC/PC v s ° +55.94, 36.501E MA - MATCH EXISTING M/a M/ate-M/a MIN 1 ° M/a M/ ° nn/N M/a 26.40 TBRC SW - SIDEWALK 24.50 CL 24.89 CL EP - EDGE OF PAVEMENT � 25.08 CL/PC �� � r � � s - / � .s � � +00.00, 0.00' CR +00.00, 0.00' +47.80, 0.00' 25.29 CL M/a-_ ° ,� s M/�+00.00, 16.501E PRH +00.00, 0.00' 25.47 CL PT � - '° �M/a s VG ,�, FL - FLOW LINE PRH 24.42 TBRC 24.81 TBRC 25.00 TBRC/PC / �M/a - _ 5+00 ° TOC - TOP OF CONCRETE +00.00, 16.50'R +00.00, 16.50'R +47.80, 16.50'R 25.21 TBRC +45.67, 0.00' _ +00.00, 16.50'R M a° ° • 0 o HP - HIGH POINT 24.36 TBRC/PT 25.39 TBRC/PT 25.69 CL s 49 ��° I ° �i v� M/a s o o dol_ PCC - POINT OF COMPOUND CURVE ° s +86.27, 16.50'R SWA +45.67, 16.50'R +00.00, 0.00' °s �_ N' 26.41 TBRC/PT POC - POINT ON CURVE z 24.52 TBRC/PC 25.60 TBRC MA ' s V- ,� _ 40% �'r, +75.94, 16.501E SWA INT - INTERSECTION O 4 +66.27, 36.37'R +00.00, 16.50'R /a_M/a 6+0p 0o M/a o o PRC - POINT OF REVERSE CURVE ; g 26.08 CL /a ° �Q� q, / ' CR w � \ ° +00.00, 0.00' M/a ° - �ti ° s J SHEET NOTES O - s 26.00 TBRC CR M/21 0.4q, _ 00 do TB2 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 1 O2 3O O O O +00.00, 16.50'R M/a , ~ OS fir, _ 7+00 NOTES. OSWA 26.48 /a ,� 4° 00 0 0 26.22 TBRC S FII +00.00, 0.00' ' p•8% rM7 � +22.94, 16.501E B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, O 26.40 TBRC 0 4= TB3 PAVEMENT MARKINGS AND SIGNAGE PLAN. +00.00, 16.50'R ° ,q �° S C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL ° SEE ROADWAY PLAN _ _ , 26.30 CL 26.41 TBRC/PC ` � ^' M/a ROAD SECTION. ° SHEET C2.2 +02.94, 16.50'R ° M/a +22.94, 0.00' I �. 26.92 FL VG �l � , � ��'� D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ;13TOLERANCES WILL BE ALLOWED. Of A � O +67.810 6.841E 26.41 TBRC/PT 26.22 94,BR6.50'R z ® PRH +75.94, 16.50'R E. ALL STATION AND OFFSET LABELING RELATED TO EACH s 26.55 FL T B 2 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD T - nQ +22.94, 36.50'R 26.76 TBRC/PT s° � +68.08, 30.67'R ALIGNMENT. PRH CR F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. SEE ROADWAY PLAN 26.63 CL/INT SWA SHEET C2.4 +39.44, 0.00' \ 26.76 TBRC/PC O KEYNOTES � +55.94, 36.50'R CONSTRUCT STREET SECTION PER DETAIL 3 ON SHEET C2.15. 3 I I ROLLED PER CR SUPPLEMEN AL STANDARD DRAWING SD- 02 ACHD OINSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. INSALLW. PARACHUTE D R. PLAN AND PROFILE PRH SD-712H,EIAN W WITH R TRUNCATED DOMES PERRAMP TYPE "H" RACHD ISPWC SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL z W 0 30 60 90 0 3 6 9 BE RIGID INSERTS WET-SET INTO THE CONCRETE Q J (CONCRETE STAMP AND ADHESIVE MATS NOT J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALLOWED) AND SHALL BE COLORED 'TRAFFIC r-I O YELLOW. = O INSTALL 4' WIDE VALLEY GUTTER PER ACHD 0- z VG SUPPLEMENTAL DRAWING SD-708. Z TB2 INSTALL TERMINUS BARRICADE TYPE II WITH KICK C) Lu L Z PLATE PER ACHD SUPPLEMENTAL STANDARD UJI - Q DRAWING SD-1132A. BARRICADES SHALL HAVE (D w Z THICKENED EDGE ALUMINUM WITH 6" WIDE Q z \ Q REFLECTIVE RED/WHITE DIAGONAL DECALS. _ Q / J PAINTED SIGNS NO LONGER ALLOWED. O 2540 2540 T INSTALL TERMINUS BARRICADE TYPE III PER ACHD M B3 SUPPLEMENTAL STANDARD DRAWING SD-1 132B. - Q BARRICADES SHALL HAVE THICKENED EDGE w c LLJ ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE O C DIAGONAL DECALS. PAINTED SIGNS NO LONGER V S - ALLOWED. G } _ W Q Q 2535 2535 0 u o V� 0 M + YL0 N O N N II m "' II S Q O w 2530 N 9 2530 a Q E Q N Ln u m o w II 0 OfJ w 0 w FINISHED GROUND 0 d 0 V M - - - - --. - - 0.-40% - N 2525 2525 0 m EXISTING GR UND z O 3 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 'a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE kmengllp.com 2520 FINISH GROUND CENTERLINE 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB zga O r70 coo corn rn rn rn rn 00 00 00 00 rn mN � 00 c0 O coN � 00 (0 - - - 't 00 00 CHECKED BY: MSD/AY 00 N Lq O N N N N N N N N N N N N N N N N N N 111 N N N N N N N N N N N DATE: 9/23/21 � � � � � LO � N � N N NLO NLO N N N N N N N LO M N N N N N N N N (V N N N N CV N N N PROJECT: 21-099 r SHEET NO. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 C2.3 0 N a SHEET LEGEND �5VOVAL f/V 9 �ELE. & DESCRIPTION FINISHED GRADE ELEVATION " STA., OFFSET SIDE Q 1.50% FINISHED GRADE SLOPE 1199 F ° 14 20 n 09-23-21 0 O O O O 115 14 13 12 11 y 9 \� - GRADE BREAK �q�l OF SEE ROADWAY PLANyEW S. SHEET C2.5 SEE ROADWAY PLAN ° = SHEET C2.3 3 CIVIL ACRONYMS ° 26.41 TBRC/PT Q \ ° 26.91 TBRC/PT Q+68.08, 36.50'L ° " ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 28.31 TBRC/PC +21.81, 16.50'L 10 8 21 +66.50, 36.501 27.03 TBRC +67.852 .92 FL 84'L FOLLOWS: 28.26 TBRC/PT \ " PRH r27.14 +02.11, 16.50'L 3 STA. - ROADWAY STATION FROM CENTERLINE +86.50, 16.50'L 26.76 TBRC/PC 3 ' \ CL - ROADWAY CENTERLINE 28.18 TBRC 27.61 TBRC +48.08, 16.50'L °" PC - POINT OF CURVATURE TBRC/PC �+00.00, 16.50'L +00.00, 16.50'L CR .41, 16.50'L SEE ROADWAY PLAN PT - POINT OF TANGENCY wPRH 10 °° SHEET C2.7 ELE. - ELEVATION a R/W R/W R/W R/W R}W R/ R/w ° R/w." R/W R/W f� 26.41 TBRC/PC O \ L - STATION OFFSET LEFT o 3 , y R/W �I� Io +01.08, 36.50'L R - STATION OFFSET RIGHT 0. p 6% HP- 26.48 TBRC f •• / 22 TBC - TOP BACK OF CURB 1+00 2+00 w TS3 o +06.9,2.36'L 25.72 TBRC - u, N 3+00 y 0.6 LIP - LIP OF GUTTER TURE -� �- _ j 9 1 gq, PRH 26.29 TBRC/PT +00.00, 16.50'L \ O 12 MA - MATCH EXISTING p � 0 +21.08, 16.50'L 28.55 CL/INTJ p 6% N. STREAMER WAY o VG • QQ �� �20� �� " M/a SWA 24.75 TBRC PT SW - SIDEWALK +50.00, 0.00' � � ° _ .M/a F CR / � EP - EDGE OF PAVEMENT •" +38.08, 36.50'L FL - FLOW LINE 0.6,' p 4+00 M 11 24.87 TBRC/PC °3 TOC - TOP OF CONCRETE ~ °"° M/a +18.08, 16.50'L HP - HIGH POINT cn ° ~ �9 .o _ TS3 0•29,• ��/a � � 25.00 TBRC PRH � ° PCC - POINT OF COMPOUND CURVE z M . M/a M/a M/a /a M/a M/a M/b /a 23 ° 28.27 CL 27.69 CL 27.22 CL/PC M/a 0 ° PRH +00.00, 0.00' +00.00, 0.00' CR +82.41, 0.00' M/a ° 1 ° -M/a-+00.00, 16.50'L " O POC - POINT ON CURVE 28.18 TBRC �° ° o -A " � INT - INTERSECTION " 27.61 TBRC 27.14 TBRC/PC 26.76 TBRC PCB 0,13.0. _� w 5+00 ° M/a ,� 4s\° PRC - POINT OF REVERSE CURVE \cn g / W MID +00.00, 16.50'R +00.00, 16.50'R SWA +82.41, 16.50'R / o � p 79. o oo_ 0~ ° " • /a �) o^' � "`� w � 28.26 TBRC PT +48.08, 16.50'R co A° / 27.11 CL ,R a " ° ' SHEET NOTESOf " +86.50, 16.50'R +02.1 1, 0.00' PRH o* " ° 24.46 FL 28.62 TBRC/PC 27.03 TBRCJ p% +38.08, 30.67 L A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 26.55 FL PRH 26.29 TBRC/PT 6+00 NOTES. +66.50, 36.50'R +02.11, 16.5O'R +21.08, 16.50'R�W " fw� 0.751. cn 3 +68.08, 30.67'R ° O ° \ 26.99 CL/PT 26.41 TBRC/PT 1 26.63 CL/INT �� R W ° " , 24 B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, O +21.81, 0.00' +84.58, 0.00' 25.80 CL R/W PAVEMENT MARKINGS AND SIGNAGE PLAN. 3 +68.08, 36.50'R m 26.91 TBRC/PT +00.00, 0.00' O O O 4O O3 +21.81, 16.50'R 25.72 TBRC 25 08 LCLC R�< , VG C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL +00.00, 16.50'R W " ROAD SECTION. O 26.41 TBRC/PC +00.00, 0.00' < m �R 24.27 FL \ +01.08, 36.50'R 25.00 TBRC /W " D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 10 CR +00.00, 16.50'R 24.87 TBRC/PC +38.08, 30.67'R SWA +18.08, 16.50'R TOLERANCES WILL BE ALLOWED. o z cn �- °~• E. ALL STATION AND OFFSET LABELING RELATED TO EACH PRH - - ' 25 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ° " O Q: ALIGNMENT. f $ 24.46 TBRC/PT SEE ROADWAY PLAN d0 +38.08, 36.50'R F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. < SHEET C2.3 1 a s3 O �� ' Q i • - - - - - KEYNOTES J SEE ROADWAY PLAN " o DP �TDF A ' SHEET C2.8 26 TS3 CONSTRUCT STREET SECTION PER DETAIL 3 ON SHEET C2.15. A OINSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. OINSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. INSALLN . STREAMER WAY PLAN AND PROFILE PRH SD-712H,EIAN W WITH R TRUNCATED DOMES PERRAMP TYPE "H" RACHD ISPWC SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL z 0 30 60 90 0 3 6 9 BE RIGID INSERTS WET-SET INTO THE CONCRETE Q W J (CONCRETE STAMP AND ADHESIVE MATS NOT J - Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALLOWED) AND SHALL BE COLORED 'TRAFFIC r_1 LL YELLOW'. 0 INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE "G" O MID PER ACHD SUPPLEMENTAL DRAWING SD-712G, z W C) WITH TRUNCATED DOMES PER ACHD M z SUPPLEMENTAL DRAWING SD-712. DOMES SHALL Lu - 2i Q BE RIGID INSERTS WET-SET INTO THE CONCRETE Q9 W z (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC 0 Q > J YELLOW. = - Q c- INSTALL 4' WIDE VALLEY GUTTER PER ACHD C >- 2540 2540 VC' SUPPLEMENTAL DRAWING SD-708. Q O Lu w V) 2E w aQ o � > W Ln Q N 2535 III u� 2535 Q z V) o6 + Q L0 LL1N II m � o w II V) � v X J QQ Ln x 0 LLI W N N m W II 2530 � _j 2530 E9 EH E V O 0 Q OC Z -0.57% FINISHED GROUND o - - - - - - - - - - - - - V D -0.72% 0 2525 EXISTING GROUND 2525 N c z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE kmengllp.com 0 2520 FINISH GROUND CENTERLINE 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB g d) r 0) (0 Ln N r o r Lq N � C) O) 00 N > rn CHECKED BY: MSD/AY z r o r o r r (.0 (.0 (0 `nL6N N o N NN NC4 CA N N N N DATE: 9/23/21 Ln � N NN N LnC LON V) � NLO N CNI N N N N NN PROJECT: 21-099D N N N N L u') SHEET NO. V 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 C2. 0 4 N a SHEET LEGEND - - - �ELE. & DESCRIPTION FINISHED GRADE ELEVATION T 4- O• � � � � � � � � � � � � STA., OFFSET SIDE A A/ 1.50% FINISHED GRADE SLOPE 1 o 09-23-21 0 4 - GRADE BREAK 'ITT �S lF pF HEW S. 3 \1/ A/ \j/ \1/ z CIVIL ACRONYMS L °sue SEE ROADWAY PLAN • * SHEET C2.4 10 11 12 13 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS D FOLLOWS: 14 28.26 TBRC/PT s O STA. - ROADWAY STATION FROM CENTERLINE ° `'' A' CL - ROADWAY CENTERLINE +70.51, 36.50'L SWA •1 D 28.26 TBRC/PC PC - POINT OF CURVATURE PT - POINT OF TANGENCY w PRH > ELE. - ELEVATION a +03.51, 36.50'L o CR 28.31 TBRC PC SWA L - STATION OFFSET LEFT +50.51, 16.50'L - - PRH CR SWA R - STATION OFFSET RIGHT 28.75 TBRC 28.55 TBRC ° 28.92 TBRC n TBC - TOP BACK OF CURB 15 , ° 28.62 TBRC/PT 29.32 TBRC 29.26 TBRC LP TB2 �\7r,_+50.13, 16.50'L +00.00, 16.50'L \ 6 +00.00, 16.50'L29.72 TBRC 29.96 TBRC HP 29.81 TBRC 29.41 TBRC CR / RIM - RIM OF STRUCTURE R +23.51, 16.50'L +00.00, 16.50'L /� s •°R/w /w K/w , s O� �� s <K/w R/w /w ° R w Rjw R/w .-11 • R/w ° R/w R/w R/V( R/w R/w R/w +00 OW, 16.50'R/ /w+60.33, 116.50'L\, �00.00, 16.501 ,, W +00.0 0 �16.50'L M +35.93, 16.50'L , LIP - LIP OF GUTTER A-11 / / / R w 'y MA - MATCH EXISTING sif y s ° / R/w - SW - SIDEWALK q% �r'O 00 1,lq �_ • s • s . s ° s ° s s ° s z EP - EDGE OF PAVEMENT a 0.4% _ ll FL - FLOW LINE TB3 I 1+00 00 "20+00 ° o 0 3+00 0 4% TS3 40% 40% %A. m TOC - TOP OF CONCRETE 4+00 - O 5+00 6+00 0 0 7+00 HP - HIGH POINT i cn MID - -I -4 O O IC4 + (,/) PCC - POINT OF COMPOUND CURVE z y 0 49 r- POC - POINT ON CURVE Qs 0'4% 0.4 m � 1 6% W. SMOKEJUMPER ST. � M Rl INT - INTERSECTION O O o % 0'4% 0.4y, ' Rl PRC - POINT OF REVERSE CURVE cn �s 0.4% � g TB2 < . , . . .1 • S ° • • ° ° S • I o f- f- w Im /8 M/21 M 8 M/ M/8 M/8 M/8 M/8 . M/8 . ° M/8 M/8 M/8 1° �` SHEET NOTES Lu ~ 28.83 CL 28.63 CL 28.28 CL/LP 28.60 CL s O' - M/8 M/8 M/8 M/8 M/8< M M/8 /8, •M/8T-M/-8 M/8 • • / M/8 M 8 a ° M/8 • ° Im +50.00, 0.00' +00.00, 0.00' +53.1 0.00' +00.00, 0.00' 29.00 CL 29.18 TBRC/PC • 29.47 TBRC/PT . 29.80 CL 30.05 CL/HP 29.89 CL 29.49 CL A. SEE SHEET C1.1 FOR GENERAL GRADING AND ACHD +00.00, 0.00 +63.76, 16.50 R 29.34 CL/LP ' Rl 28.52 TBRC d VG ° d +36.76, 16.50'R +00.00, 0.00' NOTES. 28.75 TBRC 28.55 TBRC 28.06 FL CR � +60.33, 0.00' +00.00, 0.00' +00.00, 0.00' CR +35.93, 0.00' 28.92 TBRC 29.40 CL/INT +50.00, 16.50'R +00.00, 16.50'R +53.14, 15.67'R +00.00, 16.50'R 29.72 TBRC 29.96 TBRC/HP 29.81 TBRC L29.26 TBRC/LP B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, +00.00, 16.50'R +00.00, 0.00' PRH 29.41 TBRC 28.34 TBRC LP 28.55 CL INT +00.00, 16.50'R +60.33, 16.50'R +00.00, 16.50'R / / +00.00, 16.50'R +35.93, 16.50'R PAVEMENT MARKINGS AND SIGNAGE PLAN. +53.14, 16.50'R +87.01, 0.00' SW PRH s 29.47 TBRC/PC N 3 • • +16.76, 36.50'R - 29.47 TBRC/PT � ' w SWA C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL +83.76, 36.50'R s I I ROAD SECTION. ? SEE ROADWAY PLAN � SHEET C2.9 D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. O O ° z O z E. ALL STATION AND OFFSET LABELING RELATED TO EACH 1 O O I • O O 4O 5 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD O ALIGNMENT. m � F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. A/ s KEYNOTES CONSTRUCT STREET SECTION PER DETAIL 3 ON s TS3 SHEET C2.15. INSTALL 3" CURB AND GUTTER SUPPLEMEN ALLLED STANDARD DRAWING SD-PE02 ACHD Gq) INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLEDW CURB) PER ACHD DRAWING SD-604A. J ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. U- 5' WIDEW W. S M O K EJ U M P E R ST. PLAN AND PROFILE SWA PERALL ACHD SUPP EMENTALD STANDARDEDRAW NGLK SD-709. z INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC 0 30 60 90 0 3 6 9 PRH(OL m SD-712H, WITH TRUNCATED DOMES PER ACHD Q G Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL Q BE RIGID INSERTS WET-SET INTO THE CONCRETE z (CONCRETE STAMP AND ADHESIVE MATS NOT Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC O z J YELLOW. z Q W c- O INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE "G" u - O L MID PER ACHD SUPPLEMENTAL DRAWING SD-712G, rr V nn + WITH TRUNCATED DOMES PER ACHD z Lu � SUPPLEMENTAL DRAWING SD-712. DOMES SHALL Q > 0 BE RIGID INSERTS WET-SET INTO THE CONCRETE Q O (CONCRETE STAMP AND ADHESIVE MATS NOT = Q 2540 2540 ALLOWED) AND SHALL BE COLORED 'TRAFFIC O YELLOW. E + CKINSTALL 4' WIDE VALLEY GUTTER PER ACHD OLu SUPPLEMENTAL DRAWING SD-708. INSTALL TERMINUS BARRICADE TYPE II WITH KICK co �° rn TB2 PLATE PER ACHD SUPPLEMENTAL STANDARD () o _ o + Sri DRAWING SD-1132A. BARRICADES SHALL HAVE I--�--I Q W 0 O + II + THICKENED EDGE ALUMINUM WITH 6" WIDE + 0000 Q REFLECTIVE RED/WHITE DIAGONAL DECALS. o 0 + II N o II PAINTED SIGNS NO LONGER ALLOWED. II o II Y f N M INSTALL TERMINUS BARRICADE TYPE III PER ACHD Q L J 2535 Q ' II Q M N 0) 2535 TB3 SUPPLEMENTAL STANDARD DRAWING SD-1132B. O � �n Q m ,n BARRICADES SHALL HAVE THICKENED EDGE O Y � 06 m � y ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE N 00 0 > m DIAGONAL DECALS. PAINTED SIGNS NO LONGER m N N LiII of J W II ALLOWED. II m Q > caw o > Q � II W II afw �J d p '' C� L'i W 0_ J > < J 0 W W ft� mif J (D W N W N FINISHED GROUND z 2530 2530 Z 0.40% - 0 -0.40% 0.40% z EXISTING GROUND 0 d a 0 D a 2525 2525 N c z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTE LINE kmengllp.com 2520 FINISH GROUND CENTERLINE 2520 0 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 (D V) ro r� , (DO r O 00 O 0, O N 0 O LO O O (0 O , 0) 0 0) , 0) O CHECKED BY: MSD/AY a 00 (0 (0 00 O N It (000 O 00 (O 't � z ^ 00 00 r` 00 � 00 r 00 O ^ Oi 00 Oi 00 6 00 Oi 00 O 00 m 0) 01 01 m O 0 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 DATE: 9/23/21 ul LO LO L N N N N N N N N � N LO � LO N � N N L N L N LO N D N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 C2, 0 N a SHEET LEGEND 14AL ENC •• �ELE. & DESCRIPTION FINISHED GRADE ELEVATION R /4, s STA., OFFSET SIDE . ' 1 FINISHED GRADE SLOPE 11 4 J, 09-23-21 0 d01� -Tpp I ,• s•J. I GRADE BREAK OF o f o o I TyEW S. �� ❑ Els • ° : � o TOP 0 d01-J a �u �. s CIVIL ACRONYMS e �_ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS A' e n �� ' SEE ROADWAY PLAN FOLLOWS: e O> • SHEET C2.13 STA. - ROADWAY STATION FROM CENTERLINE 13 14 15 16 17 e CL - ROADWAY CENTERLINE SEE ROADWAY PLAN a ° s PC - POINT OF CURVATURE SWD s " ELE. - ELEVATION SWD PT - POINT OF TANGENCY Lu a O z I s +71. TBRC/PC O ° 29.50 TBRC PC 30.17 TBRC A/ \ 19 L - STATION OFFSET LEFT o �) +52.84, 46.50'L +49.13, 16.50'L R - STATION OFFSET RIGHT 30.58 TBRC/PC +71.34, 36.50'L 2 29.50 TBRC/PT +18.34, 16.50'L +16.84, 46.50'L TBC - TOP BACK OF CURB 29.82 TBRC/PT c 30.29 TBRC/PT 30.65 TBRC 3 ° 30.14 TBRC/PT RIM - RIM OF STRUCTURE +38.34, 36.50'L s +91.34, 16.50'L pRA LIP - LIP OF GUTTER (� +00.00, 16.50'L 30.25 TBRC 29.90 TBRC PC MA - MATCH EXISTING 77 29.26 TBRC/LP 30.69 TBRC/HP - V) / CV ° 29.97 TBRC +35.93, 16.50'L 29.52 TBRC 29.92 TBRC CR + -1 pRH +00.00, 16.50'L +86.84, 16.50'L PRA SW - SIDEWALK +00.00, 16.50'L SWA 30.32 TBRC +91.73, 16.50'L pRH s -0 s, +00.00, 16.50'L s•• s _ EP - EDGE OF PAVEMENT +00.00, 16.50'L 18 ���' r SWA CR CR SWA FL - FLOW LINE +00.00, 16.50'L TOC - TOP OF CONCRETE _ R/W R/W R/VJ R/W R W R/W /W R/W R/W R%W R/W R/W R/W R/W.�. R/W R R • ° ° • • HP - HIGH POINT I'T1 �° s s • s• s s s • ��O oo s•• s °s s° '1� TB2 PCC - POINT OF COMPOUND CURVE v7 ' 0.4% p 0 00, ��,� % O O �.J. ° POC - POINT ON CURVE 8+00 9+00 TS3 0T •4% O• o 0.4% INT - INTERSECTION _rn IC4 - - - - - 10+00 o Q 11+00 12+00 13+00 VG 14+00 PRC - POINT OF REVERSE CURVE N g rn W. SMOKEJUMPER ST. I I - - TRN - o - - o TRN - TS3 T� w S 0.4% w � 0.4% 0.4% SHEET NOTES • ° ° • • ° 0.4% A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ° NOTES. s s �g ,� k rn M a M/21 • M/a M a M/LI M/a AA,/8 M /d M/21 M/a�M/a M/d "SWA </8 ° M/21< M/21 M/d M/21• ••M/8 M/21 M/?J M/21 ° M/21 t. �� OO • ' /a S. ° a TB2 B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, Rl 29.34 CL/LP 29.60 CL 30.00 CL 30.40 CL +35.93, 0.00' +00.00, 0.00' +00.00, 0.00' 30.77 CL/HP 30.51 CL/INT 30.33 CL . s CR +00.00, 0.00' 29.90 TBRC/PC CV PAVEMENT MARKINGS AND SIGNAGE PLAN. +91.73, 0.00' +54.84, 0.00' 29.26 TBRC/LP 29.52 TBRC 29.92 TBRC 30.32 TBRC 30.69 TBRC HP 1�; +00.00, 0.00' +86.84, 16.50'R pRA , CR SWA N +35.93, 16.50'R +00.00, 16.50'R +00.00, 16.50'R / 30.73 CL 30.25 TBRC �° • s 30.05 CL C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL +00.00, 16.50'R +91.73, 16.50'R +00.00, 0.00' +00.00, 16.50'R CR 29.79 CL/IN 0 ' pRA +00.00, 0.00' ROAD SECTION. 0) 30.65 TBRC +34.84, 0.00' • 'r' 29.97 TBRC +00.00, 16.50'R _ D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO PRA +00.00, 16.50'R TOLERANCES WILL BE ALLOWED. ® SWD 30.25 CL z 30.07 TBRC/PTA°• a +49.13, 0.00' I E. ALL STATION AND OFFSET LABELING RELATED TO EACH +16.84, 46.50'R ° a 30.07 TBRC/PC 30.17 TBRC SPOT ELEVATIONS ARE REFERENCED TO THE ROAD a +52.84, 46.50'R +49.13, 16.50'R I ALIGNMENT. SWD a I� I 30.14 TBRC/PT F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. SEE ROADWAY PLAN +82.84, 16.50'R O O O 10 11 12 13 14 • SHEET C2.13 O O 15 ° I • OO KEYNOTES 1 sa CONSTRUCT STREET SECTION PER DETAIL 3 ON TS3 SHEET C2.15. °• A, CV INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. W CR INSTALL 3" ROLLED CURB AND GUTTER PER ACHD J SUPPLEMENTAL STANDARD DRAWING SD-702. ILL. O CONSTRUCT 5' TRANSITION FROM 6" VERTICAL 0 W. S M O K EJ U M P E R ST. PLAN AND PROFILE TRN CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. z 0 30 60 90 0 3 6 9 IC4 INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED Z OLCURB) PER ACHD DRAWING SD-604A. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. Q INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK Z SWD PER ACHD SUPPLEMENTAL STANDARD DRAWING Q SD-709. 0 z OINSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING Z Q W 00 SD-709. uj - 2 + PRA INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, WITH TRUNCATED DOMES PER ACHD Q z > r-1 SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL 2540 2540 BE RIGID INSERTS WET-SET INTO THE CONCRETE - Q 0 (CONCRETE STAMP AND ADHESIVE MATS NOT 0 ALLOWED) AND SHALL BE COLORED 'TRAFFIC - Lr) YELLOW. 00 0 w S + + u') 0) PRH INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC c SD-712H, WITH TRUNCATED DOMES PER ACHD U C K } cn SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL V) II II BE RIGID INSERTS WET-SET INTO THE CONCRETE Lu Q (CONCRETE STAMP AND ADHESIVE MATS NOT al:� > LLJ 0 ,n II ALLOWED) AND SHALL BE COLORED 'TRAFFIC > C j y Cs9 am cn . YELLOW. Q `V w N N r Y C�D INSTALL 4' WIDE VALLEY GUTTER PER ACHD2535 m O N Y N 2535 SUPPLEMENTAL DRAWING SD-708. O Y o w II �N m �� O INSTALL TERMINUS BARRICADE TYPE II WITH KICK o- _j a w m II o �` TB2 PLATE PER ACHD SUPPLEMENTAL STANDARD G CD ' 0_ J W Q 0 Li o > DRAWING SD-1132A. BARRICADES SHALL HAVE � <J THICKENED EDGE ALUMINUM WITH 6" WIDE V) 0 w REFLECTIVE RED/WHITE DIAGONAL DECALS. o PAINTED SIGNS NO LONGER ALLOWED. INSTALL TERMINUS BARRICADE TYPE III PER ACHD N FL-00.40%' GROUND TB3 SUPPLEMENTAL STANDARD DRAWING SD-1132B. M -0.40% BARRICADES SHALL HAVE THICKENED EDGE z 2530 0.40% ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE 0.40% 2530 DIAGONAL DECALS. PAINTED SIGNS NO LONGER s - - - - - - - - - - - - - - - - ALLOWED. o EXISTING GRO ND 0 a z 0 d a 0 2525 2525 0 N c z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 'a EXISTING GROUND CENTE RLINE PHONE(208)639-6939 o FINISH GROUND CENTERLINE kmengllp.com 2520 2520 DESIGN BY: MSD/WHB O o 0 0 0 0 0 o r� r� r� r� (0 DRAWN BY: MSD/WHB � r- 00 00 rn o a0 00 co r � cfl r z (0 00 O N � c0 r- LO n 0) 00 O rn 3 0) 6 0' of 0' of 0' o 0) o 0 0 0 0 0) o 0) o °' o °' 0 0' of °� of a' 0 a' 0 CHECKED BY: MSD/AY a N N N N N N N N N N N N N N N N M M n r) M f+') f� N N M N z � � � 04 g N N N � N 04 N 0 N N N � N 04 N N N CA N N N C N C N � N n DATE: 9/23/21 F N N N N N N N N N N N N N N N D PROJECT: 21-099 SHEET NO. s 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 V O '-1 a SHEET LEGEND U f IV �ELE. & DESCRIPTION FINISHED GRADE ELEVATION Q�0�4. p\SrER O �� STA., OFFSET SIDE (� 1.50% FINISHED GRADE SLOPE `' 09-23-21 0 10 11 V GRADE BREAK �qT�y OF EW S. 12 13 �' s 14 15 16 17 18 19 20 21 22 23 24 CIVIL ACRONYMS 8 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: 24.66 TBRC +00.00' 16.471E STA. - ROADWAY STATION FROM CENTERLINE O s CL - ROADWAY CENTERLINE 50 24.23 CL 24.15 TBRC 24.68 TBRC PC - POINT OF CURVATURE +73.09, 0.00' +05.83, 16.471E 's +73.09, 16.501E 24.26 TBRC PT - POINT OF TANGENCY so o. M/a M/ +00.00, 16.491E 24.77 CL 25.46 TBRC (, ELE. - ELEVATION o Ml� 0.4gs ° ° M/a M a� SWA CR +05.83, 0.03'R +00.00, 16.501E IV 24.69 CL/INT L - STATION OFFSET LEFT M/a M/a 24.80 TBRC 25.06 TBRC 25.44 TBRC/HP +24.20, 0.00' R - STATION OFFSET RIGHT 0.49 M/a M a +35.98. 16.50'L +00.00, 16.501E +95.19, 16.501E SWA CR 25.13 TBRC 24.71 TBRC ' w TBC - TOP BACK OF CURB M/a M/a M M/a M/a MIN M/a M a +00.00, 16.501E +00.00, 16.501E Lu RIM - RIM OF STRUCTURE 0.1% LIP - LIP OF GUTTER d / - 21 M/a M/ M 21 M / / M/a 5 6+00 • • 0 4% .s s. s 0<4% ' / / M/a /a ° M �% s M a °.s • = M/a MA - MATCH EXISTING / - TS3 7+00 EP - EDGE OF PAVEMENT 23.83 TBRC �p3 s> SW - SIDEWALK 0r - _ w 0 0 8+00 FL - FLOW LINE O +56.00, 198.23'R O ��o. • 0.4% - - - - - - 9+00 - 10+00 - w - 4 ° I - 11+00 TOC - TOP OF CONCRETE x0 R/w s �- - + - TS3 - - �Ln HP - HIGH POINT SWA RI,� ° R/w R/w� 0 4% 5 0.4% 0 4� 0 4% I -+ PCC - POINT OF COMPOUND CURVE z • 24.15 TBRC R/w - ,R/w° s 1 ' y y o POC - POINT ON CURVE 7q VG W INT - INTERSECTION 24.34 CL . , �R/w° ° PRC - POINT OF REVERSE CURVE N � +73.09, 16.50'R w +00.00, 0.01'R R w s °° s° °s° ° s ° s Z � � IV 24.74 CL R/w R/W R/W R/W R/W�-R/W R/WAR/W a R W a ° • R • a ° •s °° S S s . s �I s °.� w o' Lu 23.83 TBRC 24.26 TBRC +00.00, 0.03'R 24.89 CL /w R w 7R/W R/w R/w ° °R/w R w . s IV 25.14 CL 25.52 CL HP / /W �o SHEET NOTES ~ 4\' -' +00.00, 16.50'R/ +58.90, 301.06'R 24.66 TBRC SWA CR +36.00, 0.00'R / 25.54 CL 25.21 CL 25.13 TBRC ] 24.79 CL ' +00.00, 0.00' v� I +95.19, 0.00' +00.00, 0.00' +00.00, 0.00' +00.00, 16.50'R 23.91 CL +00.00, 16.53'R 24.80 TBRC +00.00, 0.00' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 0 25.06 TBRC CR . 25.44 TBRC/HP 25.46 TBRC °s �s � +00.00, 0.00' �, 24.68 TBRC +36.02, 16.50'R +00.00, 16.50'R CR 24.75 TBRC �, U; 3 NOTES. A s IV +05.82, 16.53'R +95.19, 16.50'R +87.70, 16.50'R ° V � � +00.00, 16.50'R O - SCR I SWA +96.87IV ? 16.50'R B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, PRH � PAVEMENT MARKINGS AND SIGNAGE PLAN. s C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL MATCH LINE - SEE SHEET C2.2� 24.87 TBRC ROAD SECTION. O �v o �v IV IV 21 s D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO �, ,v 20 O TOLERANCES WILL BE ALLOWED. � 19 18 17 16 15 14 � `V IV O 13 12 � E. ALL STATION AND OFFSET LABELING RELATED TO EACH �: � IV °°� SPOT ELEVATIONS ARE REFERENCED TO THE ROAD . I IV -V �0 IV s ALIGNMENT. O s + IV ;0 ° F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. O IV d O • V IV 1 3 I s �vIV KEYNOTES M/a �v �v s CONSTRUCT STREET SECTION PER DETAIL 3 ON M/1 ° �v \ TS3 SHEET C2.15. •s 3 O 11 I INSTALL 3" ROLLED CURB AND GUTTER PER ACHD CKD SUPPLEMENTAL STANDARD DRAWING SD-702. OINSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. J W. S M O K EJ U M P E R ST. PLAN AND PROFILE PRH SD-712H,INSALLEIAN WITH RTRUNCATED DOMES RAMP TYPE "H,PERRACHD ISPWCLn SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL Z 0 0 30 60 90 0 3 6 9 BE RIGID INSERTS WET-SET INTO THE CONCRETE Q (CONCRETE STAMP AND ADHESIVE MATS NOT J Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. z INSTALL 4' WIDE VALLEY GUTTER PER ACHD Q VG SUPPLEMENTAL DRAWING SD-708. O Z z Z m w Q w - 5a- w 0 DC Ln� � 2540 2540 � 0 0 w 20 Ln � } wLu Q o � z Q J 2535 2535 0 Lu LL O O N + Ln O O 4 O a pj II + I� N H 00 N LO N Ln Nui II Y N II Ln 00 d Q 0) c0 2530 �' m N N 2530 z w O w N N Q[If W D' u m CD w m II o w II o z J 0 W 0 w 0 a FINISHED GROUND 0 D 2525 0.40% -0.42% 2525 M N z - -- 44% w E N G I N E E R I N G EXISTING ROUND 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 o EXISTING GROUND CENTERLINE kmengllp.com 0 2520 FINISH GROUND CENTERLINE 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 O a, c c0 LO c0 It c0 N O m m CHECKED BY: MSD/AY a c0 O ro Ln n 0) r) Ln N O I- Ln z rrj M r`j ro n n r) ro n L6 Ln uj � o N N N N N N N N N N N N N N N DATE: 9/23/21 N N N N N N N N N N N N N N N F Ln � Ln In ul ul Ln Ln Ln Ln D 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 PROJECT: 21-099 SHEET NO. V 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 C2.7 0 N a SHEET LEGEND `ED �SS\ONAL ENc FO �ELE. & DESCRIPTION FINISHED GRADE ELEVATION ��� 0\STE F /yF� 'CO \ STA., OFFSET SIDE F° 1 1.50% FINISHED GRADE SLOPE -CO J, 09-23-21IV 0 IV 9 - _V Fp - GRADE BREAK �9TTHEOFS\��``�� IV -V � Fp IV IV Fp CIVIL ACRONYMS IV 24 25 26 27 28 29 SWA FO\ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 30 M/a F Fp FOLLOWS: I IVCR �M $ s ' STA. - ROADWAY STATION FROM CENTERLINE 0.q Fp CL - ROADWAY CENTERLINE 23.59 TBRC - I • p°l° Fp PC - POINT OF CURVATURE PT - POINT OF TANGENCY w D +00.00, 42.841 Qr o \ ELE. - ELEVATION a +24.20, 0.00' CR SWA 23.64 TBRC 3 L - STATION OFFSET LEFT 0 �°i R - STATION OFFSET RIGHT `� TBC - TOP BACK OF CURB 24.71 TBRC 24.69 CL/INT +59.03, 34.33'L 49 +00.00, 16.50'L 24.30 TBRC 23.90 TBRC � IV23.77 TBRC �° RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER +00.00, 16.50'L +33.07, 16.50'L +00.00, 16.50'L � r /21 M/21 -M/ M/21 M/21 M/21 M/21 / M/A ' M/21 M/N M O1 �j 3 °<s • s MA MATCH EXISTING z °s . �K° ^max ti9 0 SW _ SIDEWALK SWA IV EP EDGE OF PAVEMENT m 0 4% 4 FL - FLOW LINE 11+00 � TOC - TOP OF CONCRETE 12+00 - � 00 13+00 �" HP - HIGH POINT o o TS3 - 23.58 CL PCC - POINT OF COMPOUND CURVE cn +00.00, 0.39'L POC - POINT ON CURVE 0 M INT - INTERSECTION m 24.52 FL �°1° � 23.05 TBRC m +96.87, 16.50'R �% 0.4% 0.4% O PRC - POINT OF REVERSE CURVE cn g 0.8% s �� � +00.00, 42.06'R > w[/) ~ /�I� SHEET NOTES L ~ 2 �ss VG /W R/ ° R/W T-R/W< R/W° R/W RJW °/ R/W < R/ s° R/W/ m CR 24.39 CL SWA 23.99 CL 23.85 CL 23.29 TBRC v A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD m ' s° +00.00, 0.00' �'� °s PRH +00.00, 0.00' +33.07, 0.00' CR +82.09, 29.86'R NOTES. 3 24.46 TBRC 24.30 TBRC 23.90 TBRC 23.77 TBRC B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, i �' +60.70, 16.50'R +00.00, 16.50'R +00.00, 16.50'R +33.07, 16.50'R n • I„ 24.36 FL I +51.54, 16.50'R PAVEMENT MARKINGS AND SIGNAGE PLAN. 24.87 TBRC 24.87 TBRC C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL �v +07.70, 36.50'R -, +40.70, 36.50'R ROAD SECTION. s D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. o -V E. ALL STATION AND OFFSET LABELING RELATED TO EACH z SPOT ELEVATIONS ARE REFERENCED TO THE ROAD � s O A F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. s• � 3 KEYNOTES s CONSTRUCT STREET SECTION PER DETAIL 3 ON TS3 SHEET C2.15. 11 ° I� - - - - _ _ 9 � CKD INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. OINSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Lu JINSALL _ W. S M O K EJ U M P E R ST. PLAN AND PROFILE PRH SD-712H,EIAN WITH RTRUNCATED DOMES RAMP TYPE "H,PERR Z ACHD C 0 SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL Z 0 30 60 90 0 3 6 9 BE RIGID INSERTS WET-SET INTO THE CONCRETE Q C(D (CONCRETE STAMP AND ADHESIVE MATS NOT J Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALLOWED) AND SHALL BE COLORED 'TRAFFIC z YELLOW. Q INSTALL 4' WIDE VALLEY GUTTER PER ACHD VG SUPPLEMENTAL DRAWING SD-708. O Z Z Z m w Q w - 50- ('7z wo p > + � Q O 2540 2540 � � o H O w o U - + w Q �j U w Z 2535 2535 0 w DC °C LL N i o N a + v Oq X + d ;�0 2530 � N 2530 E W N H Lq u m M o II Y N 9 W W N a Q L 0 s Q� J m z CD w w II c? w o CD w a V O F a EXISTING GROUND n 2525 /� �-� �- - 2525 - -0.40% - - - - z FINISHED GROUND o E N G I N E E R I N G 0 1/ 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 a PHONE(208)639-6939 o EXISTING GROUND CENTERLINE kmengllp.com 0 2520 FINISH GROUND CENTERLINE 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB g L 0) r, rn r (0 L M CHECKED BY: MSD/AY o 04 N � N � NC NM NM NM NM N DATE: 9/23/21 L � V � L � � N N N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 C2.8 0 N a SHEET LEGEND � O E �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� S G\STE Q/ \ STA., OFFSET SIDE 4 ?' 14 . � < I 1.50% FINISHED GRADE SLOPE g-23-21 I �q 0 Pao GRADE BREAK OF - - I HEWS. CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 5 FOLLOWS: " I 29.18 TBRC/PT 30.58 TBRC/PC STA. - ROADWAY STATION FROM CENTERLINE� < +68.94, 36.50'L CL - ROADWAY CENTERLINE N" I " +66.50, 36.50'L PC - POINT OF CURVATURE 29.82 TBRC/PT PT - POINT OF TANGENCY w " 0 +86.50, 16.50'L d01 ELE. - ELEVATION a \ m L - STATION OFFSET LEFT 29.87 BR 29.67 TBRC 29.47 TBRC/PC 29.60 TBRC R - STATION OFFSET RIGHT +83.76, 135�4' +83.76, 85.44'R +48.94, 16.50'L PRH " o ° \ + , A, PRH +38.34, 50.00'L ❑ TBC - TOP BACK OFFSET CURB SWA CR �\ m CR SWA RIM - RIM OF STRUCTURE " ` I ' LIP - LIP OF GUTTER TB2 R/ Rfw w I � R/w+ r TB2 "• MA - MATCH EXISTING " " 12 SW - SIDEWALK 2 m O 29.00 TBRC 0 x 0 2y o EP - EDGE OF PAVEMENT a 0.4% �„00• Ln s° ��p' 1.7% 1.7% d +38.34, 84.94'L FL - FLOW LINE TB3 9I N.TRIDENT AVE. O c., � 1+00 30.51 CL/INT 1+00 w 29.09 CL TOC - TOP OF CONCRETE - - TS3 - - e +50.00, 0.00' - TS3 o J I +34.94, 0.00' HP - HIGH POINT 29.95 C o 0 0 ° o o PCC - POINT OF COMPOUND CURVE cn +50.00, O.00� 29.41 CL/INT N.JUMPLIST PL. I P TB3 z +85.44, 0.00' ° P 29.01 TBRC POC - POINT ON CURVE 0 0.4% �/G � 1.7% 1.7% INT - INTERSECTION O� +71.34, 84.94'L PRC - POINT OF REVERSE CURVE cn �' 2 TB2 '" ° ° 20 . " TB2 w Lu ° nn/ nn/a RZo 00' M/a °/ roP SHEET NOTES O - 29.87 TB35_4R SWA 1 CR " � CR SWA $ A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD '• °' I 29.68 CL NOTES. 29.75 CL 29.47 TBRC/PC PRH _ ,3 " PRH ❑ m I +00.00, 0.00' +48.94, 16.50'R 13 +00.00, 0.00: B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, 29.60 TBRC 29.67 TBRC 29.47 TBRC/PT 3 , 3 d01-� PAVEMENT MARKINGS AND SIGNAGE PLAN. +16.76, 85.44'R +71.34, 50.00'L +68.94, 36.50'R ° S F 29.82 TBRC/PT C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL SEE ROADWAY PLAN SHEET C2.6 +86.50, 16.50'R ROAD SECTION. 30.29 TBRC/PC D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 3 ,• \ I +66.50, 36.50'R I TOLERANCES WILL BE ALLOWED. o F I O I E. ALL STATION AND OFFSET LABELING RELATED TO EACH Z SPOT ELEVATIONS ARE REFERENCED TO THE ROAD SEE ROADWAY PLAN ALIGNMENT. 3 SHEET C2.6 m ° , < F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. 3 KEYNOTES OCONSTRUCT STREET SECTION PER DETAIL 3 ON TS3 SHEET C2.15. CKDINSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. OINSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK J SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. L - N . TRIDENT AVE . PLAN AND PROFILE N . JUMPLIST P L. PLAN AND PROFILE PRH SD-712H,INSALLEIAN W WITH R TRUNCATED DOMES RAMP TYPE "H"PERRACHD C `� a- SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL z 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 BE RIGID INSERTS WET-SET INTO THE CONCRETE Q (CONCRETE STAMP AND ADHESIVE MATS NOT J G Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALLOWED) AND SHALL BE COLORED 'TRAFFIC Q YELLOW. z VG INSTALL 4' WIDE VALLEY GUTTER PER ACHD O Q SUPPLEMENTAL DRAWING SD-708.O Z W INSTALL TERMINUS BARRICADE TYPE II WITH KICK Q TB2 PLATE PER ACHD SUPPLEMENTAL STANDARD - DRAWING SD-1132A. BARRICADES SHALL HAVE Wv r THICKENED EDGE ALUMINUM WITH 6" WIDE z L U DC REFLECTIVE RED/WHITE DIAGONAL DECALS. 0 > W PAINTED SIGNS NO LONGER ALLOWED. - Q O INSTALL TERMINUS BARRICADE TYPE III PER ACHD Q 2540 2540 2540 2540 TB3 SUPPLEMENTAL STANDARD DRAWING SD-1132B. - Z) BARRICADES SHALL HAVE THICKENED EDGE I_ - rn ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Lu a'• DIAGONAL DECALS. PAINTED SIGNS NO LONGER O o It ALLOWED. („� + 0 0 W Q Q + Q OC LI �� Q � II No Q Ln QY n W N Q 2535 LO w N 0i 2535 2535 m 2535 Q W m L0 w w II �N w Q 0 o Of J OC w II CID Li 0w Of o 0 w a v N FINISHED GROUND M 2530 2530 2530 2530 V 0 FIN SHED GROUND d EXI TING GROUND EXISTING GROUND a 0 D 2525 2525 2525 2525 N m Z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE kmengllp.com 0 2520 FINISH GROUND CENTERLINE 2520 2520 FINISH GROUND CENTERLINE 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 00 0 0) m 00 L LO N N 00 m � o CHECKED BY: MSD/AY Z C6 m a; 0o ai 00 ai 06 0i o o ai p 0) 0; 0) 0 N N N C14 N N N N N rn N n N N N DATE: 9/23/21 D N N N LID N N LO N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 0+00 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1+50 C2.9 0 N a SHEET LEGEND I c,S\ONAL fN m ~ I I �ELE. OFFSET DESCRIPTION FINISHED GRADE ELEVATION F y I 1.50% 11 I FINISHED GRADE SLOPE 09-23-21 �O O - l r I GRADE BREAK 1'9TpyEWFS 33.61 TBVC/PC CIVIL ACRONYMS +53.56, 58.16'L ALL TB2 34.24 TBVC/PT I GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: CT - +88.72, 23.421- - - - - - STA. - ROADWAY STATION FROM CENTERLINE + 9. PRA 89, 23.47'L TBVC/HP I CL - ROADWAY CENTERLINE 9 � PC - POINT OF CURVATURE PT - POINT OF TANGENCY Lu SWD o 31.99 TBVC ELE. - ELEVATION 33.63 TBVC SWD CV o +99.88, 26TB C L - STATION OFFSET LEFT Q CV 34.04 TBVC o SWD ° +99.89, 23.94'L 0 33.22 TBVC 32.81 TBVC 32.40 TBVC o +99.89�24.41'L _ +99.89, 24.88'L +99.89, 25.35'L +99.89, 25.82'L n 31.89 TBVC/PC �� CV R - STATION OFFSET RIGHT ��5 �� • ° • - °- - - - _ _ _ +26.67, 26.41'L (� TBC - TOP BACK OF CURB n ° °•� ti Z9° • • RIM - RIM OF STRUCTURE _ LIP - LIP OF GUTTER z - - r MA - MATCH EXISTING m � F SW - SIDEWALK z Z EP - EDGE OF PAVEMENT 0° 1 00 I o I m FL - FLOW LINE TS4 2+00 0 0 3+00 N. RUSTIC OAK WAY o 0 0 4+00 5+00 6+00 0 o I HP - HIOP OF GH POINT ONCRETE _ cO 7 I TS4 I 7 ' (/n PCC - POINT OF COMPOUND CURVE z M POC - POINT ON CURVE < `�� N 1 M INT - INTERSECTION N \ N PRC - POINT OF REVERSE CURVE o g C - V) > N 3 w 00 ° - • - - _ _ _ _ _ _ _ _ - - - - FO2 - SHEET NOTES�° O ti , A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD p • 34.46 CL/HP 3405 CL+00.00, 0.47'L SWD CV +00.00, 0.94'L 33.64 CL r33.30 CL NOTES. +00.00, 1.41'L 32.83 CL 32.42 CL u' 32.01 CLPRA o , 1.88'L +99.99, 2.35'L ® B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, 34.47 TBVC/HP o SWD VCCV +99.99, 2.82'L +99.99, 3.28'L CV /PC (� 34.08 TBVC 33.69 TBVC 00 BVC O +27.01, 19.59'R N PAVEMENT MARKINGS AND SIGNAGE PLAN. a +00.1 1, 22.53'R +00.1 1, 22.06'R +00.10, 21.59'R 32.91 TBVC 32.52 TBVC 34.05 TBVC PT +00.10, 21.12'R 32.13 TBVC +00.10, 20.65'R SWD C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL / +00.10, 20.18'R , +00.10, 19.71'R ROAD SECTION. CT +89.30, 22.58'R TB2 D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 33.82 TBVC/PC TOLERANCES WILL BE ALLOWED. +54.47, 57.86'R z m E. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. KEYNOTES m SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) SCA AND PAVEMENT PATCH PER ISPWC SD-303 AND ACHD~ I REQUIREMENTS.CONSTRUCT STREET SECTION PER DETAIL 4 ON TS4 SHEET C2.15. CDINSTALL 6" VERTICAL CURB AND GUTTER PERW ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. J INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK N . RUSTIC OAK WAY PLAN AND PROFILE SWD PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z O 0 0 30 60 90 0 3 6 9 INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC - I' - I PRA SUPPLEMENTAL DRAWINGS SD 7 2S DOMES SHALL z Plan/Profile Scale. 1 - 30 Profile Vertical Scale. 1 - 3 BE RIGID INSERTS WET-SET INTO THE CONCRETE Q (CONCRETE STAMP AND ADHESIVE MATS NOT z ALLOWED) AND SHALL BE COLORED 'TRAFFIC O Q YELLOW'. Z W C�D INSTALL 5' CURB TERMINUSQ PER ISPWC SD-707. rLun O Ln TB2 INSTALL TERMINUS BARRICADE TYPE II WITH KICK V z LJ..I + PLATE PER ACHD SUPPLEMENTAL STANDARD Q > DRAWING SD-1132A. BARRICADES SHALL HAVE Q O THICKENED EDGE ALUMINUM WITH 6" WIDE Q [-- 2545 2545 REFLECTIVE RED/WHITE DIAGONAL DECALS. 00 PAINTED SIGNS NO LONGER ALLOWED. p Lu r+-I o U } Q w 0 Q + O Q u 2540 Y M 2540 p DC `) N Z) w I>wI 0 CD W a v X N M 2535 EXISTING GROUND /1� /�� 2535 1.247- o - - - - -'- - - - - �� --------------- -0.40% Z 0 d 0 a o FINISHED GROUND D a 2530 2530 N C z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE kmengllp.com 2525 FINISH GROUND CENTERLINE 2525 0 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 Ln 'n c0 r N r- 'tr- c0 r r- 00 r- 00 r o r- r- Mr- N r o r 00 r CHECKED BY: MSD/AY a 00 N O 00 CO N O 00 (D N O 00 z rj 4 4 rj ro rj M � 'i C�1 CV �n C� r7 CV . O n r) r.,� ro ro r� n r) K) n n ri K) ri K) r) � r� M V) M r� V) M n DATE: 9/23/21 h V) LO d) LO un un LO LO V) ul LO ul ul �n D N N N 04 N N N N N Cq N N N N N Cq N 04 N 04 N 04 N N N 04 N 0 N �n � N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 C2.10 0 N a SHEET LEGEND SS\pN AL E �ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE Quo F� 1.50% FINISHED GRADE SLOPE 119 09-23-21 0 GRADE BREAK OF 32.51 TBVC E W S. 32.51 TBVC +54.96, 56.101 +21.96, 55.861 T1132 CIVIL ACRONYMS 31.50 TBVC/LP T1132 T1133 +79.29, 15.43'L CR ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 31.30 CL/LP 31.51 TBRC CR FOLLOWS: D SWD +79.42, 2.57'R +84.29, 15.421 v, PT TRN � O TRN STA. - ROADWAY STATION FROM CENTERLINE 31.63 TBVC / 33r 31.57 TBRC �� 32.68 TBVC/PC 32.29 TBVC/PT CL - ROADWAY CENTERLINE 31.89 TBVC/PC CV +46.75, 15.14'L TB3 +99.69, 15.54'L 32.68 TBVC/PT O +55.02, 47.44'L +85.25, 17.66'L PC - POINT OF CURVATURE 3+26.67, 26.41'L o N o ° PT - POINT OF TANGENCY Lu s� 31.73 TBVC �- �� - T - - �r -�- T-+22.02, 47.19'L . ° 32.24 TBVC ELE. - ELEVATION 31.62 TBRC - a r ° +01.75, 19.37'L +12.29, 15.63'L SWD CV 31.96 TBVC 32.31 TBVC/PC PRA D PRA +99.68, 17.77'L _ L - STATION OFFSET LEFT �% �32.12 TBVC/PC R - STATION OFFSET RIGHT t 1 99.69, 16.28'L +92.25, 16.97'L TBC - TOP BACK OF CURB z . , � � , ° � � � +30.87, 18.00'L � � � 31.84 TBVC � R1 w M ..ti I Ln ° ° . ­31.76 TBVC/LP RIM - RIM OF STRUCTURE 3 p - +21.53, 18.10'L MA - MATCOF GUTTER H EXISTING � w +99.82, 18.01'L 0.0 0� �8y 32.05 TBVC LASW - SIDEWALK 8+00 9+00 0 0 10+00 11+00 a4Z m �� 4 > EP - EDGE OF PAVEMENT FL - FLOW LINE 1 0 1 0 o o6 12+00 N. RUSTIC OAK WAY TOC - TOP OF CONCRETE V) IC4 - '0 (.66 - - - TS5 - I o HP - HIGH POINT = N. RUSTIC OAK WAY o to L0 0 o 0 13+00 O . CV PCC - POINT OF COMPOUND CURVE z � '� POC - POINT ON CURVE IT � � � �' � � � � � � � � �' 4 INT - INTERSECTION O op �,2 �o o \ SWD PRC - POINT OF REVERSE CURVE Lu A V_ ° . - -�o-�. - - - per- �4 - - - w mzaSHEET NOTES O - N 32.02 TBVC/PC 31.66 CL 31.39 CL . A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD CV 31.80 CL 32.28 TBVC/PC NOTES. +27.01, 19.59'R +99.89, 0.40'R o +99.83, 2.46'R SWD CV +99.82, 1.72'R� +92.93, 19.03'R 2 PRA +99. , . 4 � � � N N PRA O � +99.82, 0.23'R ° 0 SWD 31.71 TBVC 31.47 TBVC • r 31.51 TBVC PT 31.89 TBVC _ i 2, 0. CL _ _ 32.24 TBVC B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, +99.68, 20.36'R / +99.96, 20.46'R +99.82, 0.98'R �. ` +99.96, 19.72'R 32.12 TBVC PC 1° . O�� z PAVEMENT MARKINGS AND SIGNAGE PLAN. +47.02, 20.86'R O +99.95, 18.23'R / 31.39 TBVC/LP 32.91 TBVC PT 32.91 TBVC/PC +31.14, 18.00'R ° �.� ` ti IT / 32.28 TBVC/PT fg � C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL +79.56, 20.66'R +54.22, 46.48'R 31.76 CL +24.22, 46.80'R � TB3 +81.51, 18.37'R 31.96 CL ti ~� ' ROAD SECTION. 32.37 CL/INT +99.82, 0.01'L +38.88, 0.69'R 31.84 TBVC +99.81, 0.01'L VG \ M D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +99.82, 17.99'R 32.05 TBVC CV �m TOLERANCES WILL BE ALLOWED. o 31.67 CL/LP +99.81, 17.99'R z +21.53, 0.011 (/) E. ALL STATION AND OFFSET LABELING RELATED TO EACH 31.76 TBVC/LP SWD ` ' ° = SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +21.52, 18.03'R a o m ALIGNMENT. 32.27 TBVC/PC O� M F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. +55.25, 17.99'R PRA O T132 �v N KEYNOTES N 32.20 TBVC PT �N TS5 CONSTRUCT STREET SECTION PER DETAIL 5 ON / +88.44, 50.04'R SHEET C2.15.T133 TB2 OINSTALL 6" VERTICAL CURB AND GUTTER PER CV ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. OINSTALL 3" ROLLED CURB AND GUTTER PER ACHD W CR SUPPLEMENTAL STANDARD DRAWING SD-702. J O CONSTRUCT 5' TRANSITION FROM 6" VERTICAL N . RUSTIC OAK WAY PLAN AND PROFILE TRN CURB AND GUTTER TO 3" ROLLED CURB AND c- GUTTER. z a 0 30 60 90 0 3 6 9 IC4 INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED Q z CURB) PER ACHD DRAWING SD-604A. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. Q INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK SWD PER ACHD SUPPLEMENTAL STANDARD DRAWING z SD-709. O z Q OINSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Z W c- PRA SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL Lu - O BE RIGID INSERTS WET-SET INTO THE CONCRETE (D I..I..I + (CONCRETE STAMP AND ADHESIVE MATS NOT Q z \ � ALLOWED) AND SHALL BE COLORED 'TRAFFIC _ YELLOW. Q O 2545 2545 INSTALL 4' WIDE VALLEY GUTTER PER ACHD M VG SUPPLEMENTAL DRAWING SD-708. O Ln OINSTALL TERMINUS BARRICADE TYPE II WITH KICK Tg2 PLATE PER ACHD SUPPLEMENTAL STANDARD O w t\ DRAWING SD-1132A. BARRICADES SHALL HAVE u THICKENED EDGE ALUMINUM WITH 6" WIDE V) } Q REFLECTIVE RED/WHITE DIAGONAL DECALS. uj Q PAINTED SIGNS NO LONGER ALLOWED. INSTALL TERMINUS BARRICADE TYPE III PER ACHD o TB3 SUPPLEMENTAL STANDARD DRAWING SD-1132B. C) O BARRICADES SHALL HAVE THICKENED EDGE 2540 m + r- 2540 ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE U DIAGONAL DECALS. PAINTED SIGNS NO LONGER O + ALLOWED. V) + n �_ 00 Q N II C/) n II LO N Q L o 9 YLO a NV)N N m Y LO m Q M 47 N wN � w II N N of mII m II 2535 Q i? " w Q 2535 FINISHED GROUND V O 0 0.40% -0.40% 0.40% d V Q 2530 EXISTING GRO ND 2530 N c z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE kmengllp.com 0 2525 FINISH GROUND CENTERLINE 2525 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 00 00 00 co r r LO � `n 'n 'n N ao (° CO N CO CHECKED BY: MSD/AY a 00 CO CO 00 o N M 0) 0) z0 V) fh 0 fh V) fh M M Ln M Ih LO Ih rN pry rN �'`� n LO � M � � M rV j � r'o � M M DATE: 9/23/21 D � � � � N N N NIf) N N N N N � N � N � N � N � N N N LO N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 C2. 11 N a SHEET LEGEND SS�pNAL ENC kc' / 01_1�ELE. OFFSETDESCRIPTION FINISHED GRADE ELEVATION Q�p��(. `GISTSTA 1 9 G Fo 1� FINISHED GRADE SLOPE 09-23-21 GRADE BREAK OF • F/ o \ 30.75 TBVC 30.75 TBVC yEW S. +51.78, 56.671E +84.78, 56.671E T1132 TB3 TB2 Fo CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS / CR CR FOLLOWS: TRN TRIM Fo STA. - ROADWAY STATION FROM CENTERLINE 30.66 TBVC/PT o CL - ROADWAY CENTERLINE / 32.49 TBVC/PT +51.78, 48.001E = 30.66 TBVC/PC / D \ D PC - POINT OF CURVATURE 30.71 TBVC PC +84.78, 48.001E o / +73.90, 18.001E z . O SWD _ PT - POINT OF TANGENCYLu +21.78, 18.001E PRA (n �30.19 TBVC/PT ' 29.85 TBVC 29.45 TBVC- - 32.64 TBVC/HP � D CV �� SWD - CV ELE. - ELEVATION a +47.85, 18.001E 32.31 TBVC 31.59 TBVC 30.87 TBVC PRA +14.78, 18.001E +99.81, 18.00'L +99.81, 18.001E L - STATION OFFSET LEFT 7 CV SWD . . a a f a . R _ STATION OFFSET RIGHT S 1 +99.81, 18.001E +99.81, 18.00'Li +99.81, 18.001E �\ �� �„ �� �. �, SWD 32.39 CL/INT p .� TBC TOP BACK OF CURB +06.78, 0.001E �° •�. �' �' 7' ' ^ �� '� �. °r RIM - RIM OF STRUCTURE i ,Q .\ , - LIP - LIP OF GUTTER �0. CV .- 0 6% �� MA - MATCH EXISTING . y y " "IT1 SW - SIDEWALK . . . . . .0.4%. EP - EDGE OF PAVEMENT 77 VG ' FL - FLOW LINE r 16+00 0 0 17+00 18+00 19+00 20+00 0 0 21+00 V) TOC - TOP OF CONCRETE 15+00 TS5 0 0 ' ' T$G (0 oo - - 1 - M HP - HIGH POINT Z' _;0 _ ro LO N. RUSTIC OAK WAY ro Ln N. RUSTIC OAK WAY ' -m PCC - POINT OF COMPOUND CURVE z POC POINT ON CURVE rn 9 0 VG s INT - INTERSECTION o ' o se- cn i 0 0 4% = PRC - POINT OF REVERSE CURVE g (n o s' \ Lu - rn o , m SHEET NOTES ~ 071 Rl ' • ' �� �� � ' �• � -� . � � �� . �`. ��� �30.16 CL 29.76�CL - � . � A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o 32.22�CL . . 31.50 CL . . a30.78 CL 29.36 CL - (�' o o'r �\ O . CV MID � 30.29 CL/INT (( )) +9 1 81, 0.00'� +99.81, 0.00' CV SWD _71 +99.81, 0.00' CV (� NOTES. +99.81, 0.00' +99.81, 0.00' SWD +99.81, 0.00' - - - ��s R 0.00' 32.49 TBVC/PT +68.28, 0.00' rT'I/ o . ��� . +73.90, 18.00'R 32.31 TBVC _ 31.59 TBVC _ _ _ 30.87 TBVC _ _ _ _ 30*25 TBVC - - - 29.85 TBVC _ _ _ _ _ 29.45 TBVC N B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, PRA +99.81, 18.00'R +99.81, 18.00'R +99.81, 18.00'R +99.81, 18.00'R +99.81, 18.00'R +99.81, 18.00'R SWD PAVEMENT MARKINGS AND SIGNAGE PLAN. CV O p- 32.60 TBVC \ `�° W C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL SWD - PRA 0 TB2 +59.26, 17.79'R ° \ ROAD SECTION. N/ 32.27 TBVC/PC 31.99 TBVC/PC 32.02 TBVC/HP \ D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 32.27 , 1 TBVC/PC TB2 +25.17, 51.20'R +47.85, 19.40'R FO `�° TOLERANCES WILL BE ALLOWED. o � 32.36 CL TB3 E. ALL STATION AND OFFSET LABELING RELATED TO EACH Z +99.81, 0.001E \ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 32.20 TBVC ALIGNMENT. +88.44, 50.04'R F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. KEYNOTES 0 \ O CONSTRUCT STREET SECTION PER DETAIL 5 ON TS5 SHEET C2.15. OCONSTRUCT STREET SECTION PER DETAIL 6 ON TS6 SHEET C2.15. CV INSTALL 6" VERTICAL CURB AND GUTTER PER LL. ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. J C�DINSTALL 3" ROLLED CURB AND GUTTER PER ACHD U- N . RUSTIC OAK WAY PLAN AND PROFILE SUPPLEMENTAL STANDARD DRAWING SD-702. V TRN CONSTRUCT 5' TRANSITION FROM 6" VERTICAL Z 0 30 60 90 0 3 6 9 CURB AND GUTTER TO 3" ROLLED CURB AND Q GUTTER. J G Plan/Profile Scale: 1" = 30 Profile Vertical Scale: 1" = 3' SWD INSTALL ACHD SUPPLEMENTAL D CONCRETE SIDEWALKr-I Q PER SD-709. Z INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O ZQ J PRA SD-712A, WITH TRUNCATED DOMES PER ACHD Z LL.I m SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL Q O BE RIGID INSERTS WET-SET INTO THE CONCRETE u - C L (CONCRETE STAMP AND ADHESIVE MATS NOT VI LJ..I + ALLOWED) AND SHALL BE COLORED 'TRAFFIC Q Z \ � LC YELLOW'. _ / N INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE "G" O O 2540Lr 2540 MID WSUPPLEMENTAL DRAWING SD-712G, Q WITH TRUNCATED DOMES PER ACHD 0 0 SUPPLEMENTAL DRAWING SD-712. DOMES SHALL 11) II I BE RIGID INSERTS WET-SET INTO THE CONCRETE L u + N (CONCRETE STAMP AND ADHESIVE MATS NOT O c q::J- N L ALLOWED) AND SHALL BE COLORED 'TRAFFIC U G �i r%) 00 YELLOW'. W Q Q N C�D INSTALL 4' WIDE VALLEY GUTTER PER ACHDcoN SUPPLEMENTAL DRAWING SD-708. m w II II Q N O INSTALL TERMINUS BARRICADE TYPE II WITH KICK o > cn o TB2 PLATE PER ACHD SUPPLEMENTAL STANDARD Q 2535 " w w LO N 2535 TTHCKIENEDNG DEDGE2ALUMINUM WITH 6"A. BARRICADES SHALL AVE O O m REFLECTIVE RED/WHITE DIAGONAL DECALS. o II PAINTED SIGNS NO LONGER ALLOWED. N Q w O INSTALL TERMINUS BARRICADE TYPE III PER ACHD w TB3 SUPPLEMENTAL STANDARD DRAWING SD-1132B. 0.40% BARRICADES SHALL HAVE THICKENED EDGE FINISHED GROU 4D ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER N _0 % ALLOWED.72 N M U 1 2530 2530 a _ r � z EXISTING GROU D ' - I 0 a 0 O N 2525 2525 0 M N C z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE kmengllp.com 2520 FINISH GROUND CENTERLINE 2520 0 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z (0 3 N (0 M (0 N (O O 0 0O0 NO (0 NN0 oo (N0 (000N m L 00 (0 't rO om (0�0 CHECKED BY: MSD/AY � , z N oN 0) N 0) 0) 00 O 00 0) 0) 0) 0 PO N N N N N ul N N N N N N N M � N N N DATE: 9/23/21M D N N N N N N N N N N N N N N N CV N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 C2. 12 N a SHEET LEGEND SS\oN AI E C� / \ �ELE. & DESCRIPTION FINISHED GRADE ELEVATION RF yF� / \ STA., OFFSET SIDE 1 FINISHED GRADE SLOPE 19 09-23-21 0 l � GRADE BREAK OF EW S. • 30.50 TBVC ' +87.54, 18.001E •� z CIVIL ACRONYMS D 30.14 CR CV m ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ` ` `� \ •� +49 28 648 001E SWD ° FOLLOWS: SEE ROADWAY PLAN 30.15 TBVC \ p' (n STA. - ROADWAY STATION FROM CENTERLINE • SHEET C2.6 O SWD +99.81, 18.00'L r 3 30.07 TBVC/PT 1 ° 2g �m CL - ROADWAY CENTERLINE CV �' � ' PT - POINT OF TANGENCY w � '� CR +79.28, 18.001E ° ° INCURVATURE � z TRIM � �. ' V) ELE. - ELEVATION a Rl ` 29.05 TBVC , PRA 110 TS6 L - STATION OFFSET LEFT \ , %o = R - STATION OFFSET RIGHT +99.81, 18.001E , 9 o o. • M � - `•r 30.14 TBVC PT m TBC - TOP BACK OF CURB� • ' 1 / LIP _P M RIM - RIM OF STRUCTURE +16.28, 48.001E ° • P � � LIP OF GUTTER m ° • ` •� • (\L ti MA - MATCH EXISTING m ° �� � >/�28.65 TBVC ° �~ 28x00N ��S SW - SIDEWALK _• • , �• +99.81, 18.001E VG �� N EP - EDGE OF PAVEMENT 3 �° FL - FLOW LINE 22f00 PRA ° N TOC TOP OF CONCRETE m •y ° \ 29.50 TBVC/PC - e CV \o HP - HIGH POINT +86.28, 18.00 L 30.1 CL cn Rl ° SWD - 6 o +87.54, 0.00' PCC - POINT OF COMPOUND CURVE z �• o °� ° POC - POINT ON CURVE • • > 28.25 TBVC 27.98 TBVC/PC 29.11 TBVC/PT CV • ,� 3p p ,.., ` '15� 30.50 TBVC INT - INTERSECTION � • ~ • \�\ TS6 • +99.81, 18.001E +65.75, 18.00'L +37.20, 18.001E . °� 0 Rap +87.54, 18.00'R \ PRC - POINT OF REVERSE CURVE `) g N SWD 23f00 ° �" • // 27.90 TBVC/LP �' p 0 pp. . SWD 30.06 CL \ w � \ CV \ �• �•' ' CV +s7.o1, 18.041E SWD �ko o SHEET NOTES - 28.81 TBVC �8 2 +99.81, 0.00' � � 28.96 CL 0 0 � � • '• 0 0• tl• � � 30.07 TBVC PT N\ • ° -28.00 TBVC +99.81, 18.001E ' < , o / 30.15 TBVC A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +99.81, 0.00' o ° +79.28, 18.00'R � � � +99.81, 18.001E / +99.81, 18.00'R NOTES. 0 0 29.05 TBVC °� • ; PRA +99.29 18.00'R\ ` N' RUSTICQAK 24+0 °� • ` < '� e� '° �� •� '�� u� `so 0 729 VG B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, ° 2990 TBVC/PC 14 PAVEMENT MARKINGS AND SIGNAGE PLAN. � � o wAV p � -1 � o. • � +49.28, 48.00'R o ` 28.56 CL ° i o. .�� ` ° \ C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL o +99.81, 0.00 TS6 /< �, ROAD SECTION. \ _ F 6+00 28.65 TBVC IC4 0 2 PRA '�%i TRIM CR D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +99.81, 18.00'R •\ 25+pp o o CV TOLERANCES WILL BE ALLOWED. o a ° PRA Z 28.16 CL N • SWA E. ALL STATION AND OFFSET LABELING RELATED TO EACH +99.81, 0.00' 29.50 TBVC/PC a ' SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +86.28, 18.00'R \ ALIGNMENT. 28.25 TBVC 29.79 CL INT ° +99.81, 18.00'R CV / SWD • ' 28.72 CL F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. +99.81, 0.00' +32.78, 0.00' 3 O o ° ° �7 28.81 TBVC ` 29.90 TBVC/PT 13 27.91 CL SWD 00'R +16.28, 48.00'R CR 27.98 TBVC/PC +99.81, 18. 29.11 TBVC/PT aSEE ROADWAY PLAN KEYNOTES +65.75, 18.00'R � +99.81, 0.00' ? +37.20, 18.00'R \ SHEET C2.6 o 28.00 TBVC SWA a N c^ +99.81, 18.00'R o TS6 CONSTRUCT STREET SECTION PER DETAIL 6 ON 27.90 TBVC/LP O SHEET C2.15. \ 27.901, 1C/LP � INSTALL 6" VERTICAL CURB AND GUTTER PER CV ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD LL. CR SUPPLEMENTAL STANDARD DRAWING SD-702. J LL CONSTRUC ICAL 0 N . RUSTIC OAK WAY PLAN AND PROFILE GCURBUTTE TRN ANDTGUTTER TO ION ROLOLED6CURBTAND 0- GUTTER. z 0- 0 30 60 90 0 3 6 9 IC4 INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED Q 0 CURB) PER ACHD DRAWING SD-604A. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ALL CATCH BASINS SHALL HAVE 1-FOOT SUMP. Q INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK SWD PER ACHD SUPPLEMENTAL STANDARD DRAWING 0 Q SD-709. z J O INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK Z Lu m SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING O SD-709. uj - Lr) OINSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Lu + PRA SD-712A, WITH TRUNCATED DOMES PER ACHD Q z > 00 SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE LL. - O O 2540 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC O YELLOW. 5 + INSTALL 4' WIDE VALLEY GUTTER PER ACHD O LJ..I ` r-i VG SUPPLEMENTAL DRAWING SD-708. u N V) N p II Q � M Q 00 u)� Q r O 2535 N Y N 2535 O I I N o_ m V) c~n 0� w II Z) r 10 � cc _j W N 0 W o a m W II ` ry Q W I 0 w FINISHE GROUND _ - 2530 - - - - 2530 a - Z -0.40% - - - - 0.81% - - - o - -.- - . . . . . EXISTIN GROUND 0 a 1 0 O 0 2525 2525 N m Z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE kmengllp.com 2520 FINISH GROUND CENTERLINE 2520 0 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB Z cD c0g o � c0 co co cd c0 N co c0 c0 co c0rn rn rn r 00 LO r V) Ln 0) r rnV) r N co 00 N c0 O CHECKED BY: MSD/AY of 00 aoCq aoCq 05 CN ao ao ao (5O 0N Z N r 00 00 N N O r7 O O M O o N N N N C`4 N N N LO V) V) ro DATE: 9/23/21 N Lo LO LO 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 PROJECT: 21-099 SHEET NO. V 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 C2. 1 S 0 N a SHEET LEGEND I I I Sc pN AL ENG I I �ELE. OFFSETDESCRIPTION FINISHED GRADE ELEVATION Q�o�� �p\STESTA I � I 1 1 �9 _ FINISHED GRADE SLOPE 9_23_Z1 0 0 �5,9 GRADE BREAK OF TTHEW S• I I I I O I I I CIVIL ACRONYMS IALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS I I I FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE I CL - ROADWAY CENTERLINE I I 29.94 TBVC PC - POINT OF CURVATURE D I +38.04 PT - POINT OF TANGENCY Lu30.55 TBVC ELE. - ELEVATION 50.10L a , I I � +00.00, 18.001 30.42 TBVC/PC L - STATION OFFSET LEFT +08.02, 18.001 31.05 TBVC/PT I I R - STATION OFFSET RIGHT 1 - 30.50 TBVC +38.02, 47.69'L I TBC - TOP BACK OF CURB 30.46 TBVC 29.94 TBVC r > . +87.54, 18.00'L 30.70 TBVC/HP RIM - RIM OF STRUCTURE °ti •�' +38.57, 18.00'L +00.00, 18.00'L +71.04, 49.76'L LIP - LIP OF GUTTER FL FLOW LINE fZ �` •q � SWD TB2 I 29.94.04 'L TBVC/PC I I MA - MATCH EXISTING , 49.21 SW - SIDEWALK CV TB3 +71 29.98 T C EP - EDGE OF PAVEMENT I � y° TB PC TBVC/PC - • • ti TB2 O00.00, 8.27'L N e ti 30.00 TB� T_ +69.63, 18.00'L TOC - TOP OF CONCRETE rn _ ° I �+ +04.38, 18.00'L SWD 30.38 TBVC/MA HP - HIGH POINT m ti y +80.17, 18.00'L PCC - POINT OF COMPOUND CURVE z TS6 e 30.02 TBVC/LP POC - POINT ON CURVE 0 () 29 00 PRA +07.99, 18.001 CV INT - INTERSECTION N PRC - POINT OF REVERSE CURVE 2 D K WAY--IL ° '7 ° ti ,° ,° w f= N' RtJST�c q VG ° ti < SHEET NOTES L ~ Rl - ' 30+0p 0 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. N SWD ° I ti °� + 31+0 0 32+00 B. SEE SHEETS C1.5 TO C1.7 FOR STREET LIGHTING, PAVEMENT MARKINGS AND SIGNAGE PLAN. W 041 CL CV ° �t. I " - TS6 +_ I +87.54" 0.00' ..� 30.3t CL/MA C. SEE SHEET C2.15 FOR ROADWAY DETAILS AND TYPICAL 30.50 TBVC ° Q +80.17, 0.00' ROAD SECTION. +87.54, 18.00'R 3 TSVC +80.1 7,TBVC/MA 18.00'R 50 5 MID +80.1 D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO I � +00.00, 18.00'R �30.37 CL ° �- TOLERANCES WILL BE ALLOWED. o 30.46 TBVC +00.00, 00!--- 30.15 CL +00.00, Z +00.00, 0.00' 30.70 TBVC/HP E. ALL STATION AND OFFSET LABELING RELATED TO EACH +38.57, 18.00'R 30.46 TBVC �54.03, 0.00' SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +00.00, 18.00'R 1 � 29.97 CL CV v SWD ALIGNMENT. \ 30.15 TBVC PC6-0-0 30.33 TBVC/PT / +00 00,-&go, +69.63, 18.00'R F. SEE SHEET C4.0 TO C4.3 FOR STORMWATER PLANS. +74.97, 118.00'R 29.93 CL \ +07.99, 0.00' I I 30.05 TBVC I KEYNOTES I +00.00, 18.00'R I \ I 30.02 TBVC/LP I I +07.99, 18.00'R I TS6 CONSTRUCT STREET SECTION PER DETAIL 6 ON I I I SHEET C2.15. II CV INSTALL GUTTER P ACHDSUPP SUPPLEMENTAL STANDARD DRAWING 5WD INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK LL PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. LL INSALL RAMP TYPE " PER ISPW N . RUSTIC OAK WAY PLAN AND PROFILE PRA SD T712A,PEDESTRIAN AHT TRUNCATED DOMES ' HD C SUPPLEMENTAL DRAWINGS SD DOMES-712. DOMES SHALL z � 0 30 60 90 0 3 6 9 BE RIGID INSERTS WET-SET INTO THE CONCRETE(CONCRETE STAMP AND ADHESIVE MATS NOT Q Q G ALLOWED) AND SHALL BE COLORED 'TRAFFIC Plan/Profile Scale: 1 - 30 Profile Vertical Scale: 1 = 3 YELLOW. r-I Q OINSTALL MIDBLOCK PEDESTRIAN RAMP TYPE "G" Z MID PER ACHD SUPPLEMENTAL DRAWING SD-712G, O ~ Q WITH TRUNCATED DOMES PER ACHD z J SUPPLEMENTAL DRAWING SD-712. DOMES SHALL z Q Lu BE RIGID INSERTS WET-SET INTO THE CONCRETE C W O (CONCRETE STAMP AND ADHESIVE MATS NOT r G O ALLOWED) AND SHALL BE COLORED 'TRAFFIC V z LL.I + YELLOW. Q > m GDINSTALL 4' WIDE VALLEY GUTTER PER ACHD _ SUPPLEMENTAL DRAWING SD-708, SHEET C2.11. Q 0 p 2540 2540 TB2 INSTALL TERMINUS BARRICADE TYPE II WITH KICK O PLATE PER ACHD SUPPLEMENTAL STANDARD OLr) DRAWING SD-1132A. BARRICADES SHALL HAVE O Lu + ao THICKENED EDGE ALUMINUM WITH 6" WIDE + o' 0 REFLECTIVE RED/WHITE DIAGONAL DECALS. U (V N II + PAINTED SIGNS NO LONGER ALLOWED. W Q + M INSTALL TERMINUS BARRICADE TYPE III PER ACHD \ M II T63 SUPPLEMENTAL STANDARD DRAWING SD-1132B. 5 II Q BARRICADES SHALL HAVE THICKENED EDGE Q Y oM N ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE QO a �n cn O? Y o DIAGONAL DECALS. PAINTED SIGNS NO LONGER 2535 m N Y `N w N 2535 ALLOWED. O U w II o' m = � � � w �I Q > EXIS ING GROUND w < J 0 w 0 w 0 a x x / N i N 1 2530 -0.40% 0.50% 2530 Z V o FINISHED GROUND a z 0 1 a 0 D 2525 2525 N c Z O o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY 3 o BOISE,IDAHO 83713 a PHONE(208)639-6939 a EXISTING GROUND CENTERLINE kmengllp.com 0 2520 FINISH GROUND CENTERLINE 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 cD N o It o L j o n o r N ,°,'� CHECKED BY: MSD/AY g o 0 o Ul o M o 0 o M N M o M o DATE: 9/23/21 D N N N N N N NLn N NLn N NLo N N N N N PROJECT: 21-099 SHEET NO. V 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 C2. 14 0 N a R/W R/W p�c'SS\o\SLF R/W 70.0' 30.0' ROW-ROW q 18 8.0' 5.0' 1.0' LEVEL 56.0' CL-TBC LANDING TYP. TBC-TBC s 09-23-21 0 1.75% 2% - - 3:1 MAX 2.0' S.0' .0 2.0 1.0 LEVEL 22.0' 12.0' 22.0' 5 ' ' ' �9 lF OF TBC-TBC TBC-TBC TBC-TBC LANDING TYP. TTHEW S. 1.75% -� �-2% 2% --► 3:1 MAX \\\\\ b" WIDE EMSIDEWALK ENTAL PER RDCHD /\//�\//�\ �� DRAWING SD-709 6" VERTICAL CURB & GUTTER 3" OF PLANT MIX PAVEMENT (CLASS III) PER ACHID STANDARD DRAWING SDA701 ' /�/\ �\ /\ ��/� 6" VERTICAL CURB & GUTTER \ \ PER ACHD SUPPLEMENTAL // 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. STANDARD DRAWING SD-701 w 1 1" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. 5' WIDE SIDEWALK PER ACHD 2.5" OF PLANT MIX PAVEMENT (CLASS III) o 8" OF COMPACTED SUBGRADE SUPPLEMENTAL STANDARD NOTE: NOTE: DRAWING SD-709 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. 10" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC. DATED AUGUST 9, 2021. 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC. DATED AUGUST 9, 2021. 8" OF COMPACTED SUBGRADE 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. N . MCDERMOTT RD. ROADWAY HALF SECTION 1 W. STURGILL PEAK ST. ROADWAY SECTION Scale: NTS 2 Scale: NTS cn z O R/W CL R/W R/W R/W SQ g 47.0' 65.0' 1.0' w ~ L - 2.0' 5.0' 16.5' 16.5' 5.0' 2.0' 1.0' LEVEL 2.0' 5.0' 5.0' 23.0' 23.0' 8.0' 5.0' 1.0' LEVEL LANDING TYP. LANDING TYP. 1.75% 1.75% 1.75% 1.75% -� �-2% 2%-► 3:1 MAX f-2% 3-1 MA 6" VERTICAL CURB GUTTER PER ACHD SUPPLEMENTAL z 6" VERTICAL CURB & GUTTER 5' WIDE SIDEWALK PER ACHD STANDARD DRAWING SD-701 PER ACHD SUPPLEMENTAL 2.5" OF PLANT MIX PAVEMENT (CLASS III) SUPPLEMENTAL STANDARD 2.5" OF PLANT MIX PAVEMENT (CLASS III) STANDARD DRAWING SD-701 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. DRAWING SD-709 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. 5' WIDE SIDEWALK PER ACHD 10" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. 10" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. SUPPLEMENTAL STANDARD 8" OF COMPACTED SUBGRADE NOTE: DRAWING SD-709 NOTE: 8" OF COMPACTED SUBGRADE 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC. DATED AUGUST 9, 2021. 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC. DATED AUGUST 9, 2021. 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. TYPICAL ROLLED CURB ROADWAY SECTION N . RUSTIC OAK WAY ROADWAY SECTION 3 Scale: NTS 4 Scale: NTS () R/W R/W z 1.0 50.0' 1.0' R/W Q 5.0' 8.0' 1 8.0' 1 8.0' 8.0' 5.0' 1.0' LEVEL J LANDING TYP. 30.0' 30.0' 0- 1.75% 1.75% 1.0' LEVEL 5.0' 8.0' 18 18 8.0' 5.0' 1.0' LEVEL -► f-2% 2%-� 3:1 MAX LANDING TYP. CL-TBC CL-TBC LANDING TYP. O z 3:1 MAX 1 f-2%, 2%-� 1.75% \ 3:1 MAX z W w / //\//\//\//\//\//\// i \ w 6„ VERTICAL CURB & GUTTER �\ \ / / - Q O W PER ACHD SUPPLEMENTAL \/�\/�\ / \ \\ \ \ \\\\\\\\\\\ . Q Q STANDARD DRAWING SD-701 / //�\/ 5' WIDE SIDEWALK PER ACHD 2.5" OF PLANT MIX PAVEMENT (CLASS III) 5' WIDE SIDEWALK PER ACHD 6" VERTICAL CURB & GUTTER O W O 3/4 SUPPLEMENTAL STANDARD 4" OF "-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. SUPPLEMENTAL STANDARD PER ACHD SUPPLEMENTAL _ Of DRAWING SD-709 10" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. DRAWING SD-709 STANDARD DRAWING SD-701 3" OF PLANT MIX PAVEMENT (CLASS III) u 8" OF COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. W 1 1" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. � \ NOTE: NOTE: 8" OF COMPACTED SUBGRADE s 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. Q 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC. DATED AUGUST 9, 2021. 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC. DATED AUGUST 9, 2021. Q 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. O N . RUSTIC OAK WAY ROADWAY SECTION N . MCDERMOTT RD. ROADWAY SECTION Scale: NTS 7 Scale: NTS 0 R/W CL R/W X 1.0' 50.0' 1.0' 10.0' 8.0' 18.0' 18.0' 8.0 5.0' 1.0' LEVEL LANDING TYP. 0 1.75% 1.75% a -► f-2% 2%; 3:1 MAX 10 WIDE SIDEWALK PER 6" VERTICAL CURB & GUTTER o ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL a STANDARD DRAWING SD-709 STANDARD DRAWING SD-701 2.5" OF PLANT MIX PAVEMENT (CLASS III) N 4" OF %"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1. 10" OF 6"-MINUS PIT-RUN SUBBASE. SEE NOTE 1. z 8" OF COMPACTED SUBGRADE 5' WIDE SIDEWALK PER ACHD R NOTE: SUPPLEMENTAL STANDARD E N G I N E E R I N G 1. BASE MATERIALS TO BE EXTENDED A MINIMUM OF 6" BEHIND THE CURB AND GUTTER. DRAWING SD-709 5725 NORTH DISCOVERY WAY 0 2. STREET SECTION PER GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC. DATED AUGUST 9, 2021. BOISE,IDAHO 83713 a PHONE(208)639-6939 0 3. ASPHALT PAVEMENT FOR LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28. kmengllp.com a 0 N . RUSTIC OAK WAY ROADWAY SECTION DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z6g Scale: NTS CHECKED BY: MSD/AY 0 DATE: 9/23/21 h D PROJECT: 21-099 r SHEET NO. V oC2.15 N a �I �\ GRADING LEGEND F�\ I S\ONA� W 38 CM E cMP 23.19 I I 25.29 S R C/'1'E• \� \ FG FG FINISHED GRADE ELEVATION 2 F <el FpI- - - - - - - - - - - �I 19 I - - - - - - - - - - - - - - - . 1.50% FINISHED GRADE SLOPE O 23-21 23.42 IL ��U• \\ \ FG I '� 9TF9 0 F \�P�OQ- w W / FG� \ \\ \ I ��2626 �� FINISHED GRADE CONTOUR 91�H QF,� I I W W \ I \!\ FG.67 I E W S. 25 1 2. \\6. \D FG•S1 I -2645- EXISTING GRADE CONTOUR �\36. \ W \ 8 \ Ep 22.68 \ G Iy W \ \ 26.86 FG \Fp 22.50 FG 41 \ 26.46\FG 2587 \ FG \ GRADE BREAK /\ � G FG 22.27 w II 25.98 26.4T 2 \ \ FG W FG O FG� FG ' ' FG 5. \ ED FG II �, 26.41 6 FG 25.71 \\ �� FG 22.16 \ _ F\ / ' I FG 25 -1 FG G \ 26.41 s g 25.63 \ \ ED FG 6� 22.42 ff�� FG 255. I CIVIL ACRONYMS W FG\ \ \EG 24.12 / / 10 ' FG _\\ �D� 26.20 \ �G $ /25.87 SW 25.87 ' I 11 I I FG.30 25.23 \ == FG.21 FG.10 \ Lu FG C�'C 24.03 FG Zs•14 22.2s ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS Q w I 26.08 O - 25.87 ' ' 12 ' ' 25.23 FG FG �� FG 23.89 FG 25.71 FG ' 25.14 25.18 -D ED 22.13 \ I i FOLLOWS: 24.18 / SW / 71 13 25.FG / FG FG 25.FG =_E G 21.97 26.08 FG 23.90 24.24 25.71 FG TBC SW FG / 25.63 FG 25.34 25. ED FG 20.98 I i I I III 6.18\ AEG 'G 5 24.26 F 25.30 ' 14 ' I FG FG Ep FG 21 23 \ STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE FG \ SW FG G 5.23 15 FG.50 FG �� FG 21.49 / W W W w 26.35 26.18 24.42 25.30 25.37 1 ED FG 21.76\ \ 2 • 7 � / � �� \ I � � � PC - POINT OF CURVATURE FG 026.18 FG s SW FG ' 25.23 25.1 5 ' 16 ' FG �25 G/ �� I �j� PT - POINT OF TANGENCY W 26.18 4 FG 23.57 3 24.58 FG I I FG 1] y 25.05� FG68 I I / / / W �' FG 23.76 26.18 23.81 i-� SW FG.2 FG.14 25. 9 18 FG / 25.05 24.8G� �� �� == FG \ 2.80 i // i i ELE. - ELEVATION W s \ �g Fc rec 2524 ° 2a77 ' `�Fc gw 19 ' //A Fc 224 9 24.73 �� I L - STATION OFFSET LEFT I G \ 23.68 SW 25.34 25.55 /i FG� zs.s� TBC 24.s1 zs.1s. / / F sw ' 20 ' F 24.57 \ R - STATION OFFSET RIGHT W \ 4. $w 25.50 -� 24.73 I Fc \ \ 2a.74 Fc �J 25.34 ' FG ( ' Fc ��� 2s.00 TBC - TOP BACK OF CURB zs.o 2 Fc 21 FG 2457 24.41� \F Fc \ LIP - LIP OF GUTTER I - SW 24.66 =' 24.8 SW 25.50 25.37 FG \� TBG 25.23 _ ' 22 FG 24.41 24.25� (/) 26.56 TBC 24.98 FG FG 25.21 z 2a.24 2a.ss sw W / I FG SW - SIDEWALK 27 26.45 23.55 ® W SW �''-23 SW 25.1 25.30 25.37 FG ' 23 ' FG 24.25 24.21 28.2 I 3 TEC 2aso �� TBc 25.05 O ' \ I TOC - TOP OF CONCRETE 8. FG 2fi.56 O 23.64�C W 24.85 TBC FG 25.21 ' 24.89 24 ' FG FG 24,p I \ [] G� 25.46 W 2s.s4 FG z4.2, F ^ MA - MATCH GB - GRADE EXIST EXISTING F 26.Fyy / ,� W 24r�18 TBC24.77 24. SW FG 25.05 FG I ' 25 ' FG 24.05 I \ N 25.38 FG 24.73 W 25.39 s TBC r 25.4 ' FG �' w 0'r 28. 3 �, FG 24.5 `' 25.21 24.89 FG 24.570 ' 26 ' ' \ Lu Lu 28.W 24.74 24.74 �, 24.27 SW .87 2S2- _ 25.29 SW FG / O ' FG FG .70 23• SW 25.39 25.04 FG 24.41 ' SW W 24.72 2 , 25.12 FG ' ' / 27 ' F�.GS ' \\ I II I SHEET NOTES ~ 28. I SW W SW o W W W FG $w = _ SW 24.57 FG 24.25 / 28 W O 23SW W W 22 I I 2s.15 FG.oe 2a.asc = 2a. 24.s sw� Fi471 244, Fc 212o- F.G-- W W W \ \ A. SEE SHEET C1.1 FOR GRADING NOTES. 00 24.74 24.74 W �, ,� W I O FG ' SW TBC 1 24.79 FG / ' FG �,N 8 625.15 25.08 5.07 SW 24.23 FG 25.23 Tg� 25.3 24.2528 3.51 W �, W �, �, �. I I OFG 2eos _ • , 2a.6 24.55 FG SW ' z4.os 30 W \ I V B. SEE SHEETS C2.1-C2.14 FOR ROADWAY IMPROVEMENT H �N 25y82 �, 24.19 .� �- vo 21 24.86 25.59 24.39 4.21 3.82 MA/ Can 3 W W W W I ' I FG F24.86 ' FG 6 25SW 25.5 = 2525 / 24.4 SW 24F07 TBC 23.73 W t PLANS. n/N 25.39 20 FG 25.42 24.30 Sw 24.05 5W w 2 26.79 W 21 W W FG 25.06 2F22 25.42 25.12 24.1 23.91 a N N SW 24.08 FG 25.39 I 25.15 ' / 19 Fc FG 2524 sw c 2a.7sG C. SEE SHEET C2.15 FOR TYPICAL ROAD SECTION. 6.45 TBC ,� W FG I FG 25.22 25.33 24.96 TBC 23.98 23.86 / I W. STURGILL PEAK ST. 2s.oe O O FG / 25.53 TBc I TOTAL CUT: 14,746 CY EXPORT 27.7 N I .� FG.04 FG.15 FG 24.86 18 ' 25.42 ' FG 25'21� 2i:� 4• O m \ \ III r' - 4.40 = a W® W 25.0, 25.08 / FG ' 17 G 25.53 sw SW FG FG 51° ' 2a.86 25.37 'LF�•01 2 .ss � 1 \ Fo \ I I /\ TOTAL FILL: 36,571 CY - 21,814 CY ROADWAY IMPORT Ln �` 40 23.23W W FG FG 25.06 ' 16 F 25.37 / 25.n 2s.o1 24. sw 2377 \� I =14,757 CY IMPORT I�- �ow W W 25.06 25.22 15 ' FG ' 2�?F 2524 TBC \ \ I I I THE/LP W FG FG / FG r TOTAL: 14,746 CY EXPORT - 14,757 CY IMPORT FG FG / 25.17 25.01 TBC W I �4.87� 25.06 / 25.42 14 ' FG FG 4.96 24• 4• _� �� M \\ I N 2s.22 � � a3� =11 CY IMPORT o W W W .i, FG 5.07 FG FG FG 25.53 SW w ��yyyy TBC Qs � W�/ � 43 Z o_ v, @725.32 25.42 ' FG / 13 / 24. N 24.53 24 4. (�✓ w 26. 4.19 23.8 W W FG FG /�� FG FG FG 25.53 ' TBC U1 F SW TB 23. s W �/ W W 27.2 TBC SW �, �, n I �225.07� 25.25 / 25.52 ' FG ' ' 12 1 N 24.53 M W W W'JV �, FG FG 25.74 25.37 CP . SW 23.8 •FgC \\ F \ 23.00 25.25 FG i 24.38 O °2 .3 23.80 / W I 24.53 ' FG FG I \ 25.37 FG 24.34 23.92 �'SW W a3 23.80 � FG 25.43 FG FG FG SW 3. / 25.41 23.79 W W W W W 25.43 FG FG 25.17 W s 24.38 FG W FG O p W W I I I 25 25.62� -2525 FG FG / ' O / FG 24.34 24.18 23.6 SW 23.70 25.01 24.83 23.78 Z I FG FG FG FG SW 23.37 25.74 7 3 23.80 TBC ` W �'/ �' �' �' O I 25.62 25.85 FG / O 24.18 ' ' 24.02 24.26 Z N 23.80 I O ' ' FG FG� -2&01 2 / ' FG FG ' FG SW FG FG C W W W I I I I O ' ' 25.85 FG FG 25.5 S 24.53 / O / 2 ' 24.26 / ' 24.47 N C FG,87 FG 26.05 �VFG FG �, , 25.07 I O TBC FG 5 ' FG n/ FG 25.25 'S 24.53 24.47 C7 23.90 I ' ' 26.05 26.29 FG 24.� / O 6 FG I n/ d 23.48 2. �} 23•FG N I[FG 07 FG 25.43 ' 6 / FG 53 I I 24.47 FG FG W W W 24.87FG ��FG W W m I N -0 24.00 W .� W I FG I I 25.25 FG � / 6.49 FG �/24.'8 24.34 \ � 23.87 �B 26.29 �� N 24.82 O TBC O W 2408 W I TBC 0 FG I I 25.43 25.62 /25.62�] ' FG FG� FG� 24.34 24.18 ' 24.08 g 24.89 FG / / FG FG / / / / 26.49 FG FG 25.00 FG 24.18 24.02 O III; ��� FG FG D 24 45 24.69 SW 5.09 TBC 25.35 25.44/ 25.85 O 26.33 4 24.4. FG 23.90 23.90 FG FG 24.26 G SW SW SW TBC SWFG I W W - IT 24.36 24.61 yl / O / W 25.41 / 2 1 25.48 / 25.85 g / FG FG 25. FG 24.47 <D 26.05 26.05 �� •a TBC SW SW 64 FG W 26.33 25.39 FG FG FG 24.47 �, yrI 08 24.20 24.20 f- 2 25.55 FG FG llry I I C W FG �G •I TBC TBC / 26.29 / 10' / FG FG 24.92 FG 24.FG °.� .� .� 25.87 26.29 FG 26.4 N �, / FG �, W W \ - FG 26.3 (jl ' 25.10 Y4.74 - S" -W. PARACHUTE DR. _ sw FG s.4s _ 1 FG C45 2 TBC = I ZJ`'25 25. Sw07 3G FG 252 24.20 24.20 98 26.0 6.31 FG FG SW / W W 24.56 25.09 .2\ 23.75 M W. l 26.22 26 1 W / 26.34 FG -G FG FG 24.55 24.s 2526- SW 2 29 Sw 26.33 / \ I • W 24.57 - TBC TBC TBC TBC 26.49 C 26.33 FG 24'FG 24• 24.64 24.75 25.0 C W 26.2 W FG / FG 24.53 Sw 24.46 SW SW 25. 25, - = TB 26.49 26.31 _ w N LN W W FG 24.6-:�j 2S4N48 FG 24.66 24.83 3 25. 6 ��0/ 2s2 2S3w 6 / CP t. FG SO I FG I SW N N 24.57 TBC 24.61 24.4§, 24.85 I I 25.05 25• FG TBC = 6 _ 26.41 C OD / \ \ FG 24.57 24.52w 24.66 24.85 FG 25.05 TBC 25.26 25.45 25.6$� - TBC / J J FG I W TBC- FG FG FG I FG I I SW SW 25.96`� -' 26. _ �1 z _ 25.71 TBC TBC ^L�{�- 25.48 25.48 FG F 26.05 3 4 5 6 FG 7 252I 7r77G � 2TBC FG 2 .49 > 41 2TBC 2 / _ Q w Fc 24.66 2527: - 26.25 � SW 26.49 2s.22 O r 24.46 24.85 2527 � 26. 6 w TBC I 24.E ��/ W 24.46 FG 24.g�FG FG 25.05 \ 8 25.71 sW 26.28 6.85 - I O I I ILFG" 25.05 FG FG 26.08 FGw FG -Y j.85 25.26 25.48 25.48 25.71 FGISw Q w25.w FG 25.26 FC FG, FG FG /� 26.08 26.28SW FG N �G 26.91 26.31 24.99 24.99 25.71 g FG 10 TBC sw 26.16 I..I..I LJJ FG FG FG 27.00 27 31 FG 27.15 27.11 FG V l W FG 26.08 I I26.28 27gW TBC 26.76 SW' 27.31 �. \ Q L w 25.74 FG 25.33 MA 5.83 I Sw06 TBC FG FG 2 TBC \ TBC 25.42 26.08 26.28 27.00 �� \ \ / SW FG FG 26.91 SW 27.31 27.3 L.I. TBC TBC O / \ Q O Q I TBC 27.14 / FG FG TBC 27.23 ^ 27.22 27.22 Sw 27.31 L.L FG 26.89 FG 27 25-- 2T31 FG 27.05 FG 27SW TBC FG FG'� \ \ W FG 27.42 27.14 O 2 27.13 11 TBC TBC \ ( 5 I n FG 27.51 �27.85 27.65� c� z I 27.22 27.22 sw FG FG V) Q FG FG � 27.33 ' 27. 7_ Lu 27.54 27.54 z I 27.59 O I •� Q I Q FG FG 27 65 ,n 27.71 27.65 `/ 217.21 12 TBC 70 FG FG FG.82 / GGGGGG 27.79 m I I � D -2 4 27.54 FG FG �27.99 27.99 27.99 29.43 29� 29.85 29.95 29.92 29.77 29.75 29.58 29.69 29.91 30.13 30.36 - 30.47 m FG FG FG FG FG FG FG FG FG FG FG G� \ FG 27.82 27.82 Cc SW I FG � FG G 27.94 O �29.33 .33� 333--��� �9� W 29 57 -- 30.0 �3�,2g/ 7���7 I 2a�(18 27.9� TBC FG FG F�.53 F�7 /� �FC.97 29.FG� �.9 �0� 29.81 FG" I FG FG I V 0'�G_ I I 27.99 27.32 13 SW 29.53 29.73 J 29.93 FG 27.99 W W W o 29.57 FG 25 FG 27.82 I I I I FG I I I I FG I W 3G. FG 30.47 9.99 w 27.82 28.11 FG FG FG.89 W s� W W W sw � FG I I I FG FG I FG FG _ - - 26.F�� v I FG �2FG 602 I I O I I O I I O I I O I W W W W W �' 28.,1- 2s.sw 2 TBC �N 02 ] I 13 I I 14 I 15 I I 16 I 17 14 28.38 8sw N I TBC O 29.53 29.93 W W 29.99 W W W 29 96W 28.26 M I 27.46 I I I I I I I W W U O 28.11 I I W WSW wSW ' FG FG 28.35 28.34 FG 29.73 FG Z 28.11 28.20 28 40 29.04 29.53 FG W W W W W W W W W W W W SW FG 28.46 28.34 29.73 29.99 I 29.93 29• 29.57 30.01 30.06 FG 29.97 W SW 29.81 29.81 sw FG TBC LP FG� FG 29.FG FG SW FG 29.35 FG FG FG FG LA S� 29.33 29.47 29.55 �29.97 Fc� 30.05 29,91 W W m W W 29.57 30.01 30.25 30.25 30.47 30.47 FG TBC SW SW JSW W FG 29•59 �FG �FG FG� FG FGr QSWC 15 28.3 SW 2862 6 ., 25.01 29.10 29.27 29.35 w29.67 29.75 29.91 29.96 29.82'" 29:68 W 29.62 w1g.26v SW= TBC TBC SW SW29.3029.50 29.74gW Hp T .94 30 3N0/.27 30SW 52g m 28.2a I ® 0 2 - - - -2530 - �- - - W. SMOKEJUMPER ST. TBC w 28.24 v f T I . .. 28. = 29.18 9.4� 29. 2�� '02' 1 ' 1 /LP SW TBC TBC 28.19 29.26 30.24J'��3 30.52 , ^ a I 28.20 TBC SW8.54 TBC .78 TBC 29.83 29.96 30.00 �g 3� rn FG FG G 29.03 29.29 Sw 29.05 29.46 29.41 2�C f 29.9 o I 28.48 28.42 28.67q I TBC TBC FG TBC TBC L _ iN FG 28.557 SW SW SW TBC/HP SW G.74 2 TBC TIC - FG 19 28Sw FG Z SW 29.50 FG 52 9.77 28'/FJ-TBC 30.07 TBC 0.35 29.56 30.05 29.67 r FG I TBC , ^ II FG 30.05 �:FG 30.33 30 61 V /' 28.20 I I I I 28.78 I I 29.56 29.56 29.54 I I 29.85 9.85 I I 29.76C I I 29.74 I I ' 2 Q I W SW SW SW SW N FG 28.54 FG 29.05 SW SW FG 29 47 � -�p 29.52 29.79 30.07 30.35 m N II �f FG TBC W Q TBC FG FG 29,88 FG FG I 29.FG I� FG I I FG I I FG I I FG I rn o I ((V FG 29.47 29.57 1 ' 1 �L O I I O I SJ I O I I 0 1 6 z 5 o I I I \ I I O I I 6 7 g 9 10 � I I 28.20 28. I I 28.19 28'T9 28.54 28.54 28.78 28.78 29.05 29.05 �29.57 29.57 29.85 29.85 29.98 29.98 I� I I O I I O I I O I I O I I • , w I ❑ I FG FG FG I I FG FG I I FG FG I I FG FG I m i I FG FG I I FG FG I I FG FG I I FG FG I FG 30.78 29.74 29.7a 2s 48 W E N G I N E E R I N G 29.00 2s.97 28.99 29.01 Zg•p2 W 29.97 F29.4s I I I I I I I I I ' 5725 NORTH DISCOVERY WAY FG 29.81 29.77 30.00 30.8 FG 29.52 29.52 29.79 29.79 30.07 30.07 30.35 30.?` A , FG FG FG FG W FG FG FG F FG FG 'J�� N BOISE,IDAHO 83713 3 ° } X x -=���Ej.-E.G X X - X X FG FG FG FG FG FG GJ- PHONE 208 639 6939 kmen II com 46 _E.G. E. . E.G. - '0� FG 00 FG - F g p' 253 1 - ° - - E.G.-�E,�� E.G. E.G. E.G. -L�`���2531 ' DESIGN BY: MSD/WHB o 29.95 2299.87 - - 2531- - 2e s DRAWN BY: MSD/WHB 3 z TBC I I I i I I I I I I I I I 11 � � - - L _ _ CHECKED BY: MSD/AY o DATE: 9/23/21 GRADINGPLAN PROJECT: 21-099 SHEET NO. 0 60 120 180 -1111111110 Plan Scale: 1" = 60' C3. 1 O N a MATCH LINE - SEE SHEET C3. 1 GRADING LEGEND U A 30.47 / I I IIIIIII I \ / / 25.29 SS\ONAT FciyF J- I 2s.79 FG \ \ I I J� / �FG FINISHED GRADE ELEVATION �011 : E F28.FG � � _ 1 �FG 30FG I E I I / N ` I III 1 - /%/ 1 FINISHED GRADE SLOPE �_ 30.63 30.669 �j�/ tN N N IIII w \ \ _ j J� 09 23 21 �o Fc 11 �3o ii 18 s9 19 I I N -1 rn I III I 1 \ -� '� 9�F I 30.63 c/HP 30.58 I \ 2626 FINISHED GRADE CONTOUR ql� Of o�� FG.63 FG .77 g 79 / I ` I I I I (I / \ \ HE W S \ I / FG I 28 9 3oos FG� I \ I III \ ` \ \ \ �2645- EXISTING GRADE CONTOUR sw ?????? 29.90 a 1 \ FG I/ 30.68 30.68 I 0 p 30.70 29.13 ' w w \ \ \ \ 30EC 1 LT% �S sw07 FG I \ � I I I � \ \ GRADE BREAK • / \ \ 30.37 O (�A 2 2BC I I 30.68 \ • \ / / �FG- 30T g N.JUMPLIST PL.9 FG 29. 1/ICI zs.o1 TBC 29 < \ ?????? SW 10 w w \ FG- FG.44 30.G 29.82 ` \ \ I 3046 TBC 1 \ < \ CIVIL ACRONYMS \ I SW 29.90 � O / / I \ \ H \ \ I 13 30sw < E w _0 I �� I I \ \ \� \ ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a \ \ \ I I 3�22 I N 3FG 0.37 FG I / 6 / I I \ \ FOLLOWS: \ \ \ I 30•44 3044 0 E 30 I 29.3s I \ 2 1 ) 1 STA. - ROADWAY STATION FROM CENTERLINE FG _ FG O TB�9 FG / �L��j I I I I \ \\ \ \ \ \ \ ?? C F \ ���j ��.� / I w / v \ / CL - ROADWAY CENTERLINE \ FG 1�7. 130.20 30.20 2 `� - - - - - I� I PC - POINT OF CURVATURE FG Fc / N F O2s / 6 � `L - - - PT - POINT OF TANGENCY 29.9\ \ \ \ \ I I 14 oTBCO -0 FG.98 \ �� �`L% /" - ELE. _ ELEVATION \ I II 030.20 30 2 29.851 FG.38 29.34 \ _ i`L5 g`L I _- L STATION OFFSET LEFT \\ \ R0.20 30SW FG 3 .24 (/� 3 . sw 29.44 FG / ✓ /�j I - 31. G 30.07 30.16 Sw 29.65 FG 29.34 / R - STATION OFFSET RIGHT _ sw TBC TOP BACK OF CURB s sw 30.7 �- 29,50 2TBBC11 / / �l I I �/ LIP - LIP OF GUTTER ® � / 0.21 30.27 I 5¢ E E 3os1 TBC TBC 15 3o.oa E E E E29.41' E E / I� w SW - SIDEWALK Z \ Ty, E E TBc E E E E E / I TOC _ TOP OF CONCRETE E E��� 2s.16 11f" I GB GRADE BREAK ® E E FG I N I MA - MATCH EXISTING + I N1 I W H 2sso - - - N. RUSTIC OAK WAY 253p- - . 2529 _ E E E NI SHEET NOTES o - _ • - - - - - - - E 27.90 I 1 / A. SEE SHEET C1.1 FOR GRADING NOTES. TBC/��G.3 N I I I \ 8.31 I B. SEE SHEETS C2.1-C2.14 FOR ROADWAY IMPROVEMENT ' �E �E E 1 E E F 2 1 III I PLANS. sw TBc sw - 3T6sw E E ` E , E 27sa \ N I C. SEE SHEET C2.15 FOR TYPICAL ROAD SECTION. 73 30SW TBC 30 SW I 30.04 30.08 30.20 SW TBC 30.81 30.89 FG 36.07 30.29 E TB S 29.50 42 E e. �"e• \ E E°� \ - I w I • 3 TBC �\- TBC �.56 30.51 SW FG 3113 30•16 29,94 31.07 I TBC sw 2s.65 27. 2528- _J N I I TOTAL CUT: 14,746 CY EXPORT �yy 1 TBC 30.08 SW j 30.04 1 .23 9.95 sw 29•a2 TBC/LP E E � I 30.08 30.83 sw 30.16 FG 01 w 29.s1 Fc 2s.21 N TOTAL FILL: 36,571 CY - 21,814 CY ROADWAY IMPORT 31.05 SW 2 30.ao E 30.04 FG I sw sW 1 TBC I I O sw / p FG 2azW 2 E'� E E III 1 =14,757 CY IMPORT 1 29.94 30.04 30.23 Fc / `s2 \ r' II m TOTAL: 14,746 CY EXPORT - 14,757 CY IMPORT TBC FG 30.2 73 \8 E I I I 30.04 30.14 30.04 C N sw� / E u0 1 -11 CY IMPORT o I N \ Z FG TBC FG 30. 6 28.30 E'^. III1\ I FG FG ?????? 30.17 �/ 2528 28.3 � E E E E.E SW I I I I 30.1 TBC / ��� // `E •„�, E I I Q \ 1 - - - - �' TaG E E III w I ry� � \ \ -� - I I ,��� / � /// � t•••o EE IIII I -� _�� � _�= a _ � , � � \ /i • �\ E III E E I I \ E �s E. I 1 \ % E 1 / / - - IIII J h q1/r \ E \ u', I I qy \ ; I E'• 1 2g , E E E / I III I I N / I E �4 N u I IN II _ E I �2S3p� VC Q I - V) 1 / - - - - - II � a I 1 0.00' 2 TBC E J 87 E E E \ O I I I 29.87 F ` z z 8W E F L u I I I I I N 0 29.B7 I E• E Z �N FG w Lu N w �I -► IIIN I ... � F � � Q > w \ IIII E . � � r oc - Oo / / N I _ IN I / ,E \ 2s E E z o = \ I N of o f E \ 3O E E 30.62 ' rn m D \ I�I W W T� 3 . TBC oC D / I I I I / 30.19 30.49 E E TBC 8 �`\• E E Sw730.87 / O L u R1 \ I N 30.a6 J R E E N 30.76 cn U G v I I I sw h ' I I I �0 (\I 31.56 30.83 �� \ E E C 30 75 SW �� 71 E / LL Q I I I IN I I I TBC 76 E E I III 1I Dm O IIII E / F / rnQ�// I I I I O Z N 30.75 �' \�`S`3 f E E 31.7 O LL 11 II I I _ -2531- ITBC -\ 0 I II I TBC 30.$7 E sw 30.87 E E SW N I 30TBC.66 sW S�.94` E E E FG.32 / w/ / N 30.sw 31.03 `E \ E 30.92FG E w I \ FG I I Illlao II II I Ww E E 2 # I I I I \ O I I I / E 31. -i. / + I N E E TB0 32.72 M I IIII I 1 E `E / x FG 32.23 N N I I 31.97 �2 ' � 32.20 O I I I I , f / 32.19 TBC e e S32 32. 32.07 TBC 9 32 18 0 I I I o SW E e TBC / 1 I/I I I I II I 1 - -2529 32.19 E\ \ s32.28 w z2s3, III W I / FG E E �C Q� 32.79 II I I II I / 32.49 TB 2.OP 4 32.17 `�� FG SW 21 I I III ` I I / TBC p� 32.44 32SW FG 32.23 I 32.72 E '` 3 THC 52.13 1 FG / / -2530- 32ssw E E• C27 2532 \ E �E 87 32.%< �� e E E E �. FG E•' 83 M V \ \- - 03 03 03 03 03 �E E E Z E o I E ENGINEERING � I � � I I � •� E E 5725 NORTH DISCOVERY WAY 3 I • �E E E E BOISE,IDAHO 83713 PHONE(208)639-6939 a / kmengllp.com DESIGN BY: MSD/WHB N „� DRAWN BY: MSD/WHB 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 GRADINGPLAN PROJECT: 21-099 0 SHEET NO. 0 60 120 180 -1111111110 Plan Scale: 1" = 60' C3.2 O N a I GRADING LEGEND ar- I - - - - N L I I 25.29 oF�SS\OS F FINISHED GRADE ELEVATION p �FG <11 Q m 1 99 � 1.50% FINISHED GRADE SLOPE s� 09-23-21 0 ----2626 FINISHED GRADE CONTOUR OF EW S�O��� 40 N N -2645- EXISTING GRADE CONTOUR N m is N GRADE BREAK Lo N LA O r7 m u7 -u N CIVIL ACRONYMS Lu Lo ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS a N FOLLOWS: N04 to �s � N STA. - ROADWAY STATION FROM CENTERLINE N CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE d3 d� PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT N TBC - TOP BACK OF CURB n EP EP LIP - LIP OF GUTTER cn N SW - SIDEWALK z M TOC - TOP OF CONCRETE O m m GB - GRADE BREAK cn Cv MA - MATCH EXISTING 5; 2 u, Lu SHEET NOTES ~ A. SEE SHEET C1.1 FOR GRADING NOTES. N B. SEE SHEETS C2.1-C2.14 FOR ROADWAY IMPROVEMENT PLANS. N M C. SEE SHEET C2.15 FOR TYPICAL ROAD SECTION. o N TOTAL CUT: 14,746 CY EXPORT TOTAL FILL: 36,571 CY - 21,814 CY ROADWAY IMPORT =14,757 CY IMPORT TOTAL: 14,746 CY EXPORT - 14,757 CY IMPORT =11 CY IMPORT o z m m m v M N NM 2532 z 2533 2532 Q V) 2531 12 z �M`V 2g3� 253005 ~ c- D EP EP z C) W 2533 d3 (* w W _ ° ° o z W 2 _ w r a oc a O o Lo n, w z ��,� N) o rn ' `� I N N oC ' 3TBC 2.91 N :V 32.38 32.01 Lu FG 2533 I N W 0 _ Ur 31 32.91 ' ^ 31.76 32.71 TBC 14 34.20 V 1 ( n ITI E TBC Lp 32.34 32.59 SW O SW 72 32.03 11 33.82 jEC v z m 1 Ve �� FG SIN72 31.74 31.87 - r OS e �C 4 32. e e 82.25 e e e e 32� O SW SW SW Z I„�„ y SW TB 2 TB 3 1 31.64 32.02 32.25 32.31 V �_ tea. _ ^4�IR33'� TBC 2533 �C O I 33.E 33.27 34.473 `•• /�'25342534= 2534` __r- l �C TBC/Hp m I..L ,n 2532_ - TBC - - - - m -� - - -25 32 - - -�=2532- -2533- - _ - - _- _- - - < 2532 -2532- o 33 2� o F F � O' -�� - -N. RUSTIC OAK WAY 2534 Sa- _ Ln --i . JM W e e e e 32.12 F 32.2 31. 7 1.64 31.50 31.63 N O e eTBC e e TBC e 70 e TBC e � 1 e Tg� TBC � 31.69 h N 31. D .3L TBC/LP TBC ,• ^ . Q 33.37 �5.1 N M \ \ 31.98 TBC/LP SW gyy 32.4 32.54 TBC 32.10 32.10 31.62 31.72 I N Ql 32.68 SW 32.42 31.8 FG 31.99 32.34 32.50 TBC SW FG SW TBC 31.51 SW SW SW 32.40 6 �� SW TBC 32.68 TBC 31.76 31.68 31.86 32.04 I I d SW FG SW TBC N 32.60 sw TBC FG TBC FG I SW - TBC.43 32SW I 32 31.85 31� SW FG FG FG 32.06 TBC 3TBC m 32.51 �1 SW I N - - - 34.62 w N TBC lJ I ' 34.45 34 I 34.41 N I I I SWI C 3TBC Z 0 IR I LnLo I I I w N u / Ln IINI V N 9 / (D Lo s <Dj� I M N a p I N � I w a � 0 Z 2533 ' \ ✓ / J - - - - 0 I W E N G I N E E R I N G w I I I I I 5725 NORTH DISCOVERY WAY o I 3 BOISE,IDAHO 83713 Z PHONE(208)639-6939 o I kmengllp.com m DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 PROJECT: 21-099 GRADING PLAN SHEET NO. 0 60 120 180 -1111111110 Plan Scale: 1" = 60' C3.3 O N a W.CHINDEN BLVD.(HWY 20/26) � EP EP EP EP EP r a�—EP EP EPA d3 d3 d3 A \ td \l L F<" m rrm T T T T T T T T _ G ' 1199 X mp _ T T T T� o I I I s 09-23-21 o I I I I I I I I �9lTF OF • o I I I THEW S.0 I I I a • I 1 _ o I I �— . . Z - - SEEPAGE BED #7 _ _ w Q SHEET C4 . 3 I I I I I o V) I > LU LU H SEEPAGE BED # 1 2 SHEET C4. 1 =i 0 I Z I 2 • W.LOST RAPIDS ST. SEEPAGE BED # 12 - - SHEET C4 . 3 , SEEPAGE BED # 2 SEEPAGE BED #5 SHEET C4. 1 ' SHEET C4. 2 SEEPAGE BED #8 V, o . SHEET C4 . 3 O SEEPAGE BED # 11 O10 SHEET C4. 1 ! oP�� a o z Q ` O g 11 12 13 J z Q L U J 014 15 0 1 � SEEPAGE BED 6 �Q 2 LU O 17 18 19 # LU LI..I �D 21 22 23 0 24 SHEET C4. 3 ,' I Q > Z 250 oc o o Q W. FIR / LIB O EIINfDR.— 26 27 28 29 cyq/�sq 21 0 0 W.STURGI O 020 0 LL PEAK ST. LL 19 • O � J O W FIRE(INf /� • — 1 16 15 °14 cr._ . _ c 0 13 0 12 / s ° U G LU OC Cn w O Q LL` O O 4 5 80070 / I LU 9 OOT / • I a O 10 � z 1 O •z — —WPARA 0 10 - = TEMPORARY POND 3 � ° SEEPAGE BED 3 Q % # # oc 0 CHUr% E DR O = • SHEET C4. 1 .�. � SHEET C4. 2 00000 � , � I — — O 10 : � 1 ` W TEMPORARY POND # 4 _ •I O TEMPORARY POND 1 _ M 11 SHEET C4. 1 # N SEEPAGE BED #9 0 3 0 w SEEPAGE BED #4 SHEET C4. 1 SHEET C4 . 3 12 SHEET C4. 2 . TEMPORARY POND 2 Z # 14 5 00 ( ) 00000 19 � ' 2 SHEET C4. 1 7 8 9 10 0 11—- 12 LLLL-LL• 13 14 15 16 17 O I _ 15 6 18 z w fill — — — W.SMOKEJUMPER ST.— • o • o I a •I ' 000056o1000O i F O6 O7 O O9 10 11 12 13 14 15 >a 1 2 C r s - 3 I E N G I N E E R I N G 5725 NORTH DISCOVERY WAY SEEPAGE BED # 10 BOISE,IDAHO 83713 � PHONE(208)639-6939 SHEET C4. 3 I r , kmengllp.com DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 I CHECKED BY: MSD/AY o DATE: 9/23/21 OVERALL DRAINAGE PLAN PROJECT: 21-099 SHEET NO. 0 150 300 450 Plan Scale: 1" = 150' C4.0 O N a SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY SS\ANAL ENG NOTES. �oc��i' \STE iy�� 2. SEE SHEETS C4.1 FOR STORM WATER DETAILS. �r 3. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON /w N SHEET C4.2. FOR ADDITIONAL GROUNDWATER s� 09-23-21 0 INFORMATION AND WELL LOCATIONS, REFER TO THE 9T Q� "GEOTECHNICAL CONSULTING DATED AUGUST 2 RECOMMENDATIONS PREPARED �q�� OF H CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF EW S GROUND WATER IS ENCOUNTERED. THE SEEPAGE BEDS SHOULD BE EXTENDED INTO THE POORLY GRADED GRAVEL WITH SAND, WHICH SHOULD HAVE AN `S � 90' of 18" PIPE @ 0.00% DP2 INFILTRATION RATE OF 41N/HR OR GREATER. REFER TO THE "GEOTECHNICAL RECOMMENDATIONS REPORT" A PREPARED BY SITE CONSULTING LLC, DATED AUGUST 9, N S SGT #2 (SGT) 1000 2021. RIM:2531.97 4. PROVIDE WATER-TIGHT SEALS AT PIPING �a INV IN:2528.08 12" (E) ENTRANCES/EXITS FOR MANHOLES AND CATCH BASINS. `? \ INV OUT:2527.88 12" (S) SGT #1 $GT 1000 Lu OW �� $B #2 INLET BAFFLE: 2527.48 RIM:2531.63 5. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE a \ \R(2 i OUTLET BAFFLE: 2527.98 INV IN:2527.77 12" E COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF S �� 125' of 18" PIPE ® 0.00% DP2 ( ) TCO BAFFLE SPACING: 24" INV OUT:2527.57 12" (S) ROW OR WHERE COVER IS GREATER THAN 2 FEET THE q� �, �, INLET BAFFLE: 2527.17 STORM PIPE SHALL BE ADS N-12 HP PIPE OR OUTLET BAFFLE: 2527.67 APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN � �� - T T #1 SB LESS THAN 5-FEET OF SEPARATION BETWEEN OW BAFFLE SPACING: 24" STRUCTURES. ti GI GI�-GI GI GI GI F F F �- �� �- 2 -�GI 'GI 3 4 GITGI cl cl GI cl cl I cl cl cl cI cI cI �s� 6. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC r DP1 10' of 12" PIPE 0 0.20% ` � ' • ti ' ° ,, �• • „ 0 • . , ,y ' STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. I I �° _ = 4, _ l d - - STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC � INLET #4 CB4 �' � �;_ -° - -� - � - ' � RATED LIDS UNLESS OTHERWISE SPECIFIED. F \ DPI 35' of 12" PIPE Q 0.20% RIM:2531.29 _ N w _ SUMP:2526.1 1 "� - - - ° - - - - - - - - INLET #2 - z 7. THE CONTRACTOR SHALL COMPLY WITH ALL THE DP1 15' of 12" PIPE 0.20% CB4 = REQUIREMENTS FOR STORM WATER DISCHARGE p, w INV IN:2528.21 12" (E) N s s s s s 's' 's' - W RIM:2530.92 cn w SUMP:2525.80 � a ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES \per INV OUT:2528.11 12" (W) _ j Lu Q25: 0.50 CFS - - - - _ _ INV IN:2527.90 12" (E) IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP Lu N. RUSTIC OAK WAY-'I PI PLAN PREPARED FOR THIS SITE, REGULAR SITE ~ Lu p, � � Q100: 0.70 CFS � INV OUT:2527.80 12" (W)-PI PI r w _ DP1 35' of 12" PIPE @ 0.20% Q25: 0.74 CFS - � INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE \p` OW °� �� INLET 3 m w w w S+ w2 w vv ° - 0100: 1.03 CFS SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN \ <_ F <_ RIM:2531.29 CB4 �, • w w IT' w w THE NPDES GENERAL PERMIT. p, ° SUMP:2526.28 I � � ° � � (n 8. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN p� INV OUT:2528.28 12" (W) �• ° N O y ° - #1 CB4 ° ENGINEER AND ACHD. INLET bpi Q25: 0.85 CFS ° cn ° �"` ti RIM:2531.02 ° - �Q100: 1.18 CFS • �� ° ° SUMP-2525.97 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM pi p,� � F F F F F� ° ° F F 1 °� < F �� 2• INV OUT:2527.97 12" (W) ° DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN �_ Q25: 0.88 CFS MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER PI� �-PI PI PI PI=� API PI� ;I PI - PI PI P ��� Q100: 1.22 CFS � � � � N ,+ i � _ d, PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH Ln SECTION 8018 OF THE ACHD DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. z KEYNOTES UTILITY MAIN/MAIN CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE 0 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. INLET CATCHTYPE IV (FOR SEEPAGEBEDS #1 AND #2 CB4 CURB)LPER ACHD SUPP EIME TAL STANDARD ROLLED V) DRAWING SD-604A. z 0 30 60 90 DPI INSTALL 12" ADS N-12 HP POLYPROPYLENE PIPE. LENGTH AND SLOPE AS LISTED ON PLANS J V) Plan/Profile Scale: 1" = 30' OINSTALL 18" PVC PERF PIPE. r-i � Z DP2 LENGTH AND SLOPE AS LISTED ON PLANS. INSTALL SAND AND GREASE TRAP P LL O z Id-1T +1 f Id Id ld Id IV � STANDARD DRAWING SD-624. SIZE IN GALLONS Q � FO F PER PLANS z W Z IV 30 IV CONSTRUCT o O CONSTRUCT OBSERVATION WELLS PER ACHD 2017 IV � W wLLj a MI s OW STORMWATER DESIGN GUIDELINES SECTION 8200 v P STANDARD DRAWING BMP 20 AND ACHD Z Lu / Fo SUPPLEMENTAL STANDARD DRAWING SD-627. 0 > > F INTERNAL WELL SHALL BE INSTALLED 5-FEET _ O Q _ o F FROM THE END AND EDGE OF THE BED. OUTSIDE N ° a \ o WELL SHALL BE INSTALLED A MINIMUM 50' FROM THE PERIMETER OF THE BED. PLACE THE WELL \ o IN THE SIDEWALK FOR PROTECTION. THE PORTION _ � , �\ OF PIPE LYING IN DRAINAGE SAND MUST BE Q W _ W C, Fo WRAPPED IN DRAINAGE GEOTEXTILE, TYPE I (ISPWC (, cc D 10 \ G 3 O > i� SECTION 2050 W I �/a �M/a M s S, INLET #19 -\'Or CONSTRUCT SEEPAGE BED PER ACHD POLICY W _Z #1 TIP TP #2 I � s s s • s CB4 RIM:2522.83 c, ,� a e0 SB SECTION 8200, STORMWATER DESIGN MANUAL BMP Q dol D _ w \ 20. HIGH GROUNDWATER DATA OBTAINED FROM Q �- ° a w SUMP:2517.83 w w INV OUT:2519.83 12" (SE) � c, REPORT PREPARED BY SITE CONSULTING, LLC z Q 0 a.0 - - Q25: 1.66 CFS IV � DATED 8/9/2021. 107 A W. FIRELINE CT. Q100: 2.30 CFS • w , Tp INSTALL VEGETATED TEMPORARY INFILTRATION POND VCD o d01� I DP1 \� O PER DETAIL ON SHEET C4.2 AND CHART ON 25' of 12" PIPE ® 0.10% Q � o a s -s s4 s • � � Arm SHEET C4.3. Iv v IV INSTALL V-CHANNEL DITCH PER IV TOP ° s dot-J o ~ TIP #3 • • • s 9- � VCD DETAIL ON SHEET C4.2. -or-R/W R/ M/21 TOP � � a -PI-Pi-PI F PI P PI PI PI-• -PI �{ s• IV T , t X ° I 60 SGT SGT #11 3 r M � M M M RIM:2523.97 s ° N N a INV IN:2519.80 12" (NW) Z �' r -� - INV OUT:2519.60 12" SE IV 0 19 �- O 3 W. PARACHUTE DR. VCD INLET BAFFLE: 2519.20 z s s s s s 5 OUTLET BAFFLE: 2519.70 E c _ BAFFLE SPACING: 24" IV s °� DP2 90' of 18" PERFORATED PIPE @ 0.00% - IV M/a M/a ° � �v IV IV IV IV 1 J IdId �� TOP i ao O -A, d R/W. R/W R �' I R/W RIJ R/W R/W-� �\ IV ~ _ dO1-J #11 SB I, a M M M M M -� T-M M -M- M M M- oW N W. SMOKEJUMPER ST.- - OW Z O -Id- ° s s s s s s s s s _ Id 3 s s o s t t ° ° • ' • ° t ,s ° s -� _ 1--Id- E N NORTH DE CE R I NY G /a , M/a-p�M/a M/a /a ° °aM/a M/a ° ° s Id- BOISE,IDAHO83713 ��M/a M/ ° M/a-v�M/a PHONE(208)639-6939 o �Id d Id d - Ild d d Id z d � n kmengllp.com DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 II I I' CHECKED BY: MSD/AY o DATE: 9/23/21 h D PROJECT: 21-099 N . JUMPLIST PL. TEMPORARY PONDS W. PARACHUTE DR. TEMPORARY PONDS SEEPAGE BED #11 SHEET NO. 3 0 30 60 90 0 30 60 90 0 30 60 90 4. N Plan/Profile Scale: 1" = 30' Plan/Profile Scale: 1" = 30' Plan/Profile Scale: 1" = 30' a SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY SS\OVAL f'�G NOTES. Q�oF�' G\STE 2. SEE SHEETS C4.1 FOR STORM WATER DETAILS. 3. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON SHEET C4.2. FOR ADDITIONAL GROUNDWATER s 09-23-21 0 INFORMATION AND WELL LOCATIONS, REFER TO THE \ I "GEOTECHNICAL RECOMMENDATIONS REPORT" PREPARED �q F OF BY SITE CONSULTING LLC, DATED AUGUST 9, 2021. lI/�EW S OF' \ N CONTRACTOR TO 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 \ a INFILTRATION RATE OF 41N/HR OR GREATER. REFER TO THE "GEOTECHNICAL RECOMMENDATIONS REPORT" PREPARED BY SITE CONSULTING LLC, DATED AUGUST 9, \ � • � 2021. e � 3 a I 4. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR MANHOLES AND CATCH BASINS. Lu 7; E 12 5. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE Q G1 • � F COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE y I STORM PIPE SHALL BE ADS N-12 HP PIPE OR m APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN SGT #3 SGT 1500 �� �•° :;0 _ I LESS THAN 5-FEET OF SEPARATION BETWEEN RIM:2528.17 STRUCTURES. INV IN:2524.28 12" (E) INV OUT:2524.08 12" (NE) 3 6. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC INLET BAFFLE: 2523.68 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. OUTLET BAFFLE: 2524.18 I 3 10' of 12" PIPE @ 0.20% DP1 - STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED.BAFFLE SPACING: 24" 3 cn _ 200' of 18" PIPE @ 0.00 I ° < F F 85' of 18" PIPE ® 0.00% pp2 z _ _ DP1 30' of 12" PIPE 0.20% 7. THE CONTRACTOR SHALL COMPLY WITH ALL THE 0 ow REQUIREMENTS FOR STORM WATER DISCHARGE D I ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDESIMPLEMENTING ;Lu g ° O CB4 INLET #►7 N F F F LAN PREPARED HFOR MTH S RSITE,MREGULAR MENDED I SITE E SWPP 15' of 12" PIPE C� 0.10% DP1 O RIM:2529.06 INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE - SUMP:2524.06 SGT #4 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN INV OUT:2526.06 12" (N) N RIM:2529.41 SGT 1000 $B #4 a THE NPDES GENERAL PERMIT. INLET #6 CB4 Q25: 0.69 CFS 3 INV IN:2525.88 RIM:2527.43 OW Q100: 0.96 CFS • A INV OUT:2525.68 12" (N) I 8. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN SUMP:2522.29 I ENGINEER AND ACHD. ° � INLET BAFFLE: 2525.28 INV IN:2524.39 12" (SE) - @4) INLET #8-S -� OUTLET BAFFLE: 2525.78 a 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM INV OUT:2524.29 12' (W) - N. RUSTIC OAK WAY - BAFFLE SPACING: 24" RIM:2529.06 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN Q25: 1.60 CFS SUMP:2523.90 W_ Q25:-Q100: 2.23 CFS - INV IN:2526.00 12" (S) A PIPE MANHOLES, SEDIMENT ORT TERMINUSES OIN ACCORDANCE WITP INLETS, AND H • INV OUT:2525.90 12" (N) 35' of 12" PIPE C� 0.10% DP1 Q25: 0.69 CFS a SECTION 8018 OF THE ACHD DEVELOPMENT POLICY o • ,� MIN MIN Q100: 0.96 CFS MANUAL AND ISPWC SD-623. z INLET #5 CB4 °� • ' ' - KEYNOTES RIM:2527.43 S, ,k • -- SUMP:2522.43 7 3 ° I UTILITY MAIN/MAIN CROSSING HV) INV OUT:2524.43 12" (NW) a MAINTAIN HORIZONTAL AND VERTICAL SEPARATION +Pi a+' PI -Q25: 1.40 CFS - J` �6 �W -� � OF THE POTABLE WATER AND NON-POTABLE .P\ Q100: 1.95 CFS -Pi Pi Pi Pi Pi P� Pi PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 0 AMENITY, ETC.), PER CITY OF/ MERIDIAN Of ° S 3 •\ , 14 a REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING U 3 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION °• a OF THE POTABLE WATER AND NON-POTABLE PIPELINES AMENITY, ETC )(SEWER, TCOITY OFR MERIDIAN ATION, REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. CB4 INSTALL INLET CATCH BASIN TYPE IV (FOR ROLLED SEEPAGE BED #3 SEEPAGE BED #4 CURB PER ACHD SUPPLEMENTAL STANDARD z DRAWING SD-604A. 0 30 60 90 0 30 60 90 DC6 INSTALL DOUBLE INLET CATCH BASIN TYPE IV (FOR ROLLED CURB) PER ACHD SUPPLEMENTAL Q STANDARD DRAWING SD-604A. J t/) Plan Scale: 1" = 30' Plan Scale: 1" = 30' DP1 INSTALL 12" ADS N-12 HP. 0- G LENGTH AND SLOPE AS LISTED ON PLANS Q NOTE: INSTALL 18" PVC PERF PIPE. O z OL 1. HIGH GROUNDWATER AND DRAINABLE SOILS ARE BASED UPON A I �s I DP2 LENGTH AND SLOPE AS LISTED ON PLANS. Z W TOP OF BANK SOILS INVESTIGATION BY SITE CONSULTING, LLC DATED 8/9/2021. Q I c INSTALL SAND AND GREASE TRAP PER ISPWC W - 5 W 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF IIv <_ SGT STANDARD DRAWING SD-624. SIZE IN GALLONS nn 4" SANDY TOP SOIL c PER PLANS Lu 2 GENERAL NOTES TO BE REVEGETATED WITH GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. < CONSTRUCT OBSERVATION WELLS PER ACHD 2017 - z > W A. GROUNDWATER IS EXPECTED TO REMAIN AT A DEPTH BETWEEN 5' TO HYDROSEED OR EQUIVALENT � 14' BELOW EXISTING GROUND. CONTRACTOR TO NOTIFY ENGINEER ° OW STORMWATER DESIGN GUIDELINES SECTION 8200 O O IMMEDIATELY IF GROUND WATER IS ENCOUNTERED. REFER TO THE • STANDARD DRAWING BMP 20 AND ACHD Q = w SAND BOTTOM "GEOTECHNICAL RECOMMENDATION REPORT" PREPARED BY SITE 100-YEAR FLOOD ° mD c SUPPLEMENTAL STANDARD DRAWING SD-627. CONSULTING, LLC DATED 8/9/2021. 0.5 MIN. 1.00' MPS ~ N INTERNAL WELL SHALL BE INSTALLED 5-FEET c B. BEDROCK IS EXPECTED TO BE ENCOUNTERED AT DEPTHS GREATER My 1 FROM THE END AND EDGE OF THE BED. OUTSIDE W G THAN 14' BELOW EXISTING GROUND. REFER TO THE "GEOTECHNICAL FIR k FR BOARD �' //\//\\j/\\j/\\ OW �,� �� WELL SHALL BE INSTALLED A MINIMUM 50' FROM O W RECOMMENDATION REPORT" PREPARED BY SITE CONSULTING, LLC DATED j \�j\�j// 10.0 //\// -R/W R/W R/W R/W_/ ° ° cF THE PERIMETER OF THE BED. PLACE THE WELL (, 8/9/2021. ���\\\�\ \\\ l\\�\\�/.���� • Q C. ALL MANHOLES AND SAND AND GREASE TRAPS SHALL BE HS25 OR / /�/\/ /\j\j �, M/a a IN THE SIDEWALK FOR PROTECTION. THE PORTION V W / / /j\/j\ /\/j\/�/ y. • M OF PIPE LYING IN DRAINAGE SAND MUST BE r n GREATER LOAD RATED. \\\\\\\ \ \\\\ /cY W '�////////// /////// WRAPPED IN DRAINAGE GEOTEXTILE, TYP D. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. \ \ \ \ \/\ /\/\/\/` S s s E I (ISPWC E. BED WIDTH SHALL REMAIN CONSTANT. \��//�//�//�\//\\//// ////\\//\\//\\/� S S S S s SECTION 2050 Q Q F. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION /\\�\\//\�j/\�j\\ \\ \\// \\\\ � i CONSTRUCT SEEPAGE BED PER ACHD POLICY Z TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY \\ /\\/ /\ /\\/� - SB EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE NATIVE SOIL ////\////\//\ \ \ 3' MIN ASTM C-33 SAND. N.JUMPSPOT AVE.- - - - SECTION 8200, STORMWATER DESIGN MANUAL BMP SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR \\/\\ /\\/ \/\\ \ SAND DIMENSIONS AS SHOWN 20. HIGH GROUNDWATER DATA OBTAINED FROM Q //\////\//\ //\////\//� N REPORT PREPARED BY SITE CONSULTING, LLC BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN /\/ \/\ /\/' ON THIS SHEET. M M M M M INLET 9 THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. /�/�\�/j\///j\/� \/j\///j\/j\ M M T �RIM:2523.02 DCB W DATED 8/9/2021. Q G. STORAGE VOLUME DOESN'T INCLUDE SAND FILTER. \\/\ \ \ \ \��//\////\//\ //\////\�j • ° ° • ° • SU M P:2518.02 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC \/\�/\/\ /\/ \/\ /\/\ ° y MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL %\ \�/jam/// /� /jam///j\�\� ��-R/W • R/W • R/W • R/w R/yy /W INV OUT:2520.02 12" (E) COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT `�\�\/\\/ /\\/\ /\\/ /\\/\\� , DP1 20' of 12" PIPE ® ).10%� W <_ Q25: 2.29 CFS OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. //\\"%\\\ j\\j\ j\\j j�\\�/ Q100: 3.18 CFS I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS X FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. F � F F d S S � � E � \ N � � 7 OW a 0 L NO TREES ARE ALLOWED WITHIN OW O 70' of 18" PIPE ® 0.00% DP2 10' OF THE OUTSIDE PERIMETER FINISHED GROUND DRAINABLE SOILS F F #5 SB < < < < �1 Z F ELEV. - "A" (MIN.) OF THE SEEPAGE BED DESIGN INFILTRATION 5 # SGT 1000 SEASONAL HIGH GROUNDWATER SGT S I - - - - - - - - - - - - - - - RATE = 4 IN/HR RIM:2523.72 KEY 0 pp2 70' of 18" PIPE C� 0.00% � ELEV. - 'B' � �� � - �-- � � � -- - 1. 1.5 FEET OF ASTM C33 FILTER SAND. � t FINV IN:2520.00 12" (W) z = 2. 3/4" - 2" ANGULAR ROCK. VEGETATED TEMPORARY INFILTRATION POND INV OUT:2519.80 12" (E)� 3 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER 2017 ACHD D S INLET BAFFLE: 2519.40 o ELEV. - "C" _ STORMWATER DESIGN GUIDELINES DETAIL BMP 20. SCALE: NTS /SD S EOLITLET BAFFLE: 2519.90 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL BAFFLE SPACING: 24" z :_�_ g 5 w ENGINEER. o w 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 6' a EQUAL MEETING SPECIFICATIONS STATED IN ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND E Ln SIDES ONLY. REVEGETATE WITH j 6. SEASONAL HIGH GROUNDWATER ELEVATION IS EXPECTED TO REMAIN AT HYDROSEED OR EQUIVALENT a A DEPTH OF 5' TO 14'. REFER TO THE GEOTECHNICAL Z Lij 0 RECOMMENDATION REPORT PREPARED BY SITE CONSULTING, LLC -� O 3 2 "_' o DATED 8/9/2021. CONTRACTOR SHALL NOTIFY THE ENGINEER 1' IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF w 22 / E N G I N E E R I N G Ld o THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY a co AND/OR IF IT IS HIGHER THAN ANTICIPATED. \ � 5725 NORTH DISCOVERY WAY 0 7. INSTALL GROUND WATER OBSERVATION WELL PER ACHD \ \ \ \ BOISE,IDAHO 83713 SUPPLEMENTAL SD-627. EXTEND TO A MINIMUM OF 1-FOOT BELOW / /\ / / PHONE(208)639 6939 a THE BOTTOM OF SAND. THE PORTION OF PIPE LYING IN DRAINAGE Z ELEV. - "D" � SAND MUST BE WRAPPED IN DRAINAGE GEOTEXTILE, TYPE I (ISPWC kmengllp.com� /\\/\ \ a � r z 1 SECTION 2050). DESIGN BY: MSD/WHB t NATIVE SOIL ' DRAWN BY: MSD WHB WIDTH VARIES, �? 3 MAX. HSGW SEE TABLE THIS SHEET NOTES: CHECKED BY: MSD/AY z = OR ROCK •CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO o ELEVATION TEMPORARY PONDS. DATE: 9/23/21 F PROJECT: 21-099 s SEEPAGE BED V-CHANNEL DITCH DETAIL SEEPAGE BED #5 SHEET NO. 0 SCALE: NTS SCALE: NTS 0 30 60 90 C4.2 0 N Plan Scale: 1" = 30' a SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY SS\ANAL E�r0 NOTES. Q�o�� ��\STE FO/y��� 2. SEE SHEETS C4.1 FOR STORM WATER DETAILS. 3. GROUNDWATER ELEVATIONS ARE LISTED IN TABLE 1 ON 11 SHEET C4.2. FOR ADDITIONAL GROUNDWATER 09-23-21 0 INFORMATION AND WELL LOCATIONS, REFER TO THE �9T Q� I�/ "GEOTECHNICAL RECOMMENDATIONS REPORT" PREPARED �� o � I ° 5 BY SITE CONSULTING LLC, DATED AUGUST 9, 2021. T EW S•� R/w R/w R/w R/w CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF O> ° ° • • i M/a a GROUND WATER IS ENCOUNTERED. THE SEEPAGE BEDS SHOULD BE EXTENDED INTO THE POORLY GRADED s s s s s s s GRAVEL WITH SAND, WHICH SHOULD HAVE AN s s s INFILTRATION RATE OF 41N/HR OR GREATER. REFER TO THE "GEOTECHNICAL RECOMMENDATIONS REPORT" -N.JUMPSPOT AVE. - _ _ PREPARED BY SITE CONSULTING LLC, DATED AUGUST 9, N - 2021. M M ?I F m M M w w 4. PROVIDE WATER-TIGHT SEALS AT PIPING \ ° ° • , ° ° , • ENTRANCES/EXITS FOR MANHOLES AND CATCH BASINS. p� ti• ' ° a " • w ° ° Lu ��-R/w R/w R/w • R/w R/w R/w /w ° R/w R w 5. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE Q W / w� ° COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF R ROW OR WHERE COVER IS GREATER THAN 2 FEET THE o STORM PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN ° •�F F F F O a S S F F F F F LESS THAN 5-FEET OF SEPARATION BETWEEN 7 SGT INLET #14 F O E STRUCTURES. p # SGT 1000 RIM:2524.40 DCB SGT #8 SGT 1000 RIM:2532.62 F RIM:2524.71 � 6. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC INV IN:2528.70 12" (E) , • SUMP:2519.40 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. INV IN:2521.46 12" (S) 1 STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC INV OUT:2528.50 12" (N) INV OUT:2521.40 12" (N) INV OUT:2521.26 12" (N) Q20 12.6 CFS RATED LIDS UNLESS OTHERWISE SPECIFIED. INLET BAFFLE: 2528.10 INLET BAFFLE: 2520.86 DP2 120' of 18" PERFORATED PIPE ® 0.00% SGT 6 Q100: 2.69 CFS F ��I' # $GT 1000 _ *BAFF BAFFLE: 2528.60 OUTLET BAFFLE: 2521.36 z Gil Gi RIM:2529.95 PACING: 24" ^� ° DP2 L c7. THE CONTRACTOR SHALL COMPLY WITH ALL THE �� i Gi 135' of 18" PERFORATED PIPE @ 0.00% DP2 v, BAFFLE SPACING: 24" 185' of 18" PERFORATED PIPE @ 0.00% O 1 � INV IN:2526.15 12" (SE) _ w REQUIREMENTS FOR STORM WATER DISCHARGE Sp INV OUT:2525.95 12" (SW) • w F F F F F F F F F F F ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES g 3 ,"INLET BAFFLE: 2525.55 - 5 • ° p S S g QW IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPLu Lu P OUTLET BAFFLE: 2526.05 - d _ _ _ °" PLAN PREPARED FOR THIS SITE, REGULAR SITE ~ BAFFLE SPACING: 24" `' INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE I SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN Q�/ 10' of 12" PIPE @ 0.10% DP1 $B #8 INLET #11 3 THE NPDES GENERAL PERMIT. of 12" PIPE @ 0.10% DP1 INLET #15 CB4 CB4 RIM:2529.30 $B #7 1 8. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN SUMP:2524.16 10' of 12" PIPE @ 0.10% DP1 - _ Q T #13 CB4 p RIM:2524.36 O N. RUSTIC OAK WAY - INV IN:2526.26 12" (SE)_ _ N 2531.97 Nw SUMP:2519.37 a ENGINEER AND ACHD. INV OUT:2526.16 12" NW - INV IN:2521.37 12" SQ25: 0.55 CFS 35' of 12" PIPE @ 0.10% INVIN-526.71 Pi Pi Pi Pi Pi Pi F s ( ) DP1 n INV IN:2528.81 12" (E) = INV OUT:2521.47 12" (N) O 9. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM Q100: 0.76 CFS- y N. RUSTIC OAK WAY ° c� 22 -� INV OUT:2528.71 12" (W) Q Q25: 0.61 CFS �\ DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN '-A+Q25: 0.73 CFS w w U, w +- Iw_w Q100: 0.84 CFS a MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER ' Q100: 1.02 CFS �� a PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH @DRIM:2529.30INLET #10. t- R 45' of 12" PIPE @ 0.10% DP1 30' of 12" PIPE @ 0.10% DP1 SECTION 8018 OF THE ACHD DEVELOPMENT POLICY r_ _ ° MANUAL AND ISPWC SD-623. Z • SUMP:2524.30 L • '�r LET 12 OW INV OUT:2526.30 12" (NW) � ° rM:2531.86 CB4 •° ° ° N a �� , KEYNOTES Q25: 0.88 CFS . . . MP:2526.86 -PI Pi Pi Pi Q100: 1.23 CFS�L �,� ,� v - - - - - - - 3 • W UTILITY MAIN/MAIN CROSSING vINV OUT:2528.86 12" (W) PI PI PI PI �Q25: 0.73 CFS OW �° Q100: 1.02 CFS / MAINTAIN HORIZONTAL AND VERTICAL SEPARATION _ OF THE POTABLE WATER AND NON-POTABLE o� I W s O a 21 O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, o� \ OAMENITY, ETC.), PER 3 �� �• • CITY OF MERIDIAN E REQUIREMENTS. SEE ER NOTE 2 AND WATER v, NOTE 2, SHEET C1.1 FOR MORE INFORMATION. ti a UTILITY MAIN/SERVICE CROSSING o\ \ 3 g MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE ° I © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. INLET CATCHTYPE IV (FOR SEEPAGE BED #6 SEEPAGE BED #7 SEEPAGE BED #8 CB4 CURB)LPER ACHD SUPP EIME TAL STANDARD ROLLED V) DRAWING SD-604A. z 0 30 60 90 0 30 60 90 0 30 60 90 DC6 INSTALL DOUBLE INLET CATCH BASIN TYPE IV (FOR ROLLED CURB) PER ACHD SUPPLEMENTAL J V) Plan Scale: 1" = 30' Plan Scale: 1" = 30' Plan Scale: 1" = 30' STANDARD DRAWING SD-604A. G INSTALL 12" ADS N-12 HP. Q LENGTH AND SLOPE AS LISTED ON PLANS 0 z � 1000 SGT SGT #10 EP/ ° • INLET #20 DP2 LENGTH AND SLOPE INSTALL 18" PVC EAS LISTED ON PLANS.RF PIPE. Z Q Lu RIM:2530.20 � RIM:2522.56 CB4 W - w INV IN:2526.61 12" (E) / CEP • OW INV OU517.56 ( W 2 INSTALL SAND AND GREASE TRAP PER ISPWC INV OUT:2526.41 12" (N) INV OUT:2519.56 12" (E) SGT STANDARD DRAWING SD-624. SIZE IN GALLONS Q25: 0.30 CFS PER PLANS z \ L1J INLET BAFFLE: 2526.51 $B #10 Q100: 0.42 CFS O CONSTRUCT OBSERVATION WELLS PER ACHD 2017 Q / > OUTLET BAFFLE: 2526.51 BAFFLE SPACING: 24" o OW STORMWATER DESIGN GUIDELINES SECTION 8200 EP EP EP EP EP • N. MCDERMOTT RD. DP1 35' of 12" PIPE @ 0.10% I STANDARD DRAWING BMP 20 AND ACHD pC INLET #21 SUPPLEMENTAL STANDARD DRAWING SD-627. O_ EP 190' of 18" PIPE @ 0.00% pp2 - �, � CB4 INLET #16 ° RIM:2521.19 CB4 INTERNAL WELL SHALL BE INSTALLED 5-FEET RIM:2525.37 N. MCDERMOTT RD. ° OW SUMP:2517.43 FROM THE END AND EDGE OF THE BED. OUTSIDE ~ uj SUMP:2520.3 INLET #18 DP1 10' of 12" PIPE @ 0.10% INV IN:2519.53 12" (W) WELL SHALL BE INSTALLED A MINIMUM 50' FROM 0 - w INV OUT:2522.36 12" (E)) CB4 RIM:2529.55 _INV OUT:2519.43 12" (SE) THE PERIMETER OF THE BED. PLACE THE WELL U G (� ' Q25: 0.38 CFS 50' of 18" PERFORATED PIPE @ 0.00% DP2 SUMP:2524.52 s v, •° _ Q25: 0.30 CFS IN THE SIDEWALK FOR PROTECTION. THE PORTION V) w Q INV IN:2526.52 12" E ° ° OW Q100: 0.42 CFS OF PIPE LYING IN DRAINAGE SAND MUST BE Lu Z Q100: 0.53 CFS ( ) 10 INV OUT:2526.62 12" (W)_ _ of 12" PIPE @ 0.10% DP1 ° I II I I WRAPPED IN DRAINAGE GEOTEXTILE, TYPE I (ISPWC Q Q25: 0.75 CFS - �- SECTION 2050 < DP1 10' of 12" PIPE @ 0.10% OW Q100: 1.04 CFS-M 35 of 12" PIPE @ 0.10% DP1 _ _ _ �° ° ° SGT 12 'S " , M m M-�M # SGT 1000 CONSTRUCT SEEPAGE BED PER ACHD POLICY z n/� MiN M/ �� I. • - - m �M N. RUSTIC 50' of 12" PERFORATED PIPE @ 0.00% RIM:2523.30 SB SECTION 8200, STORMWATER DESIGN MANUAL BMP 0 1000 SGT SGT #9 MGM OAK Wqy _ DP2 � � SB #12 INV IN:2519.41 12" (NW) 20. HIGH GROUNDWATER DATA OBTAINED FROM Q _ ( ) REPORT PREPARED BY SITE CONSULTING, LLC RIM:2526.02B #9 � � � ci ci � INLET BAFFLE: 2518.81 G1�Gi INV OUT:2519.21 12" S INV IN:2522.35 12" (W) Gi Gi ci G G1 1 O INLET #17 ti DATED 8/9/2021. Q INV OUT:2522.15 12" (N) F F F F �� CB4 RIM:2529.55 y • • - - OUTLET BAFFLE: 2519.31 INSTALL VEGETATED TEMPORARY INFILTRATION POND INLET BAFFLE: 2521.75 - Pi Pi Pi i Pi Pi Pi Z BAFFLE SPACING: 24" PER DETAIL T SHEET COR AND CHART ON OUTLET BAFFLE: 2522.25 � � Pi 4 Pi � � Pi-�Pi � � F SUMP:2524.55 TP BAFFLE SPACING: 24" Pi INV OUT:2526.55 12" W a ° , . ° Q25: 1.74 CFS ° • • - SHEET C4.3. I Q100: 2.44 CFS ti ' ti ti , ti ° ,ti ti, ° I I O INSTALL V-CHANNEL DITCH PER a °y , • • VCD DETAIL ON SHEET C4.2. a X N M a z z SEEPAGE BED #9 SEEPAGE BED #10 SEEPAGE BED #12 D 0 0 30 60 90 0 30 60 90 0 30 60 90 w Plan Scale: 1" = 30' Plan Scale: 1" = 30' Plan Scale: 1" = 30' 0 a SEEPAGE BED TABLE g SEEPAGE BED BED LENGTH BED WIDTH AVG. BED 100-YR VOLUME DESIGN INFILTRATION ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. C (FT) (FT) DEPTH (FT) PROVIDED (CF) RATE (IN/HR) SB #1 122 15 5 2531.80 2530.3 2527.57 2525.30 2522t 4,308 4.0 Z 0 SB #2 81 15 6.5 2532.03 2530.53 2527.88 2524.00 2521 t 3,574 4.0 3 SB #3 209 15 5.5 2528.40 2526.90 2524.08 2521.40 2518t 7,998 4.0 E N G I N E E R I N G 0 SB #4 78 15 7 2529.67 2528.17 2525.68 2521.17 2518t 3,688 4.0 5725 NORTH DISCOVERY WAY o BOISE,IDAHO 83713 SB #5 238 15 8 2523.79 2522.29 2519.80 2514.29 2511 t 6,933 4.0 PHONE(208)639-6939 Z SB #6 113 15 5 2527.62 2526.12 2524.12 2521.12 2518t 3,978 4.0 kmengllp.com TEMPORARY POND TABLE DESIGN BY: MSD/WHB SB #7 120 15 4.5 2534.00 2532.50 2528.50 2528.00 2525t 3,874 4.0 0 N DRAWN BY: MSD/WHB SB #8 266 15 8 2524.92 2523.42 2521.26 2515.42 2513t 9,348 4.0 Z BOTTOM BOTTOM WIDTH POND DEPTH WATER SURFACE 100-YR VOLUME DESIGN INFILTRATION 3 SB #9 33 10 5.5 2526.03 2521.56 2519.56 2516.06 2513t 832 4.0 POND LENGTH (FT) (FT) (FT) ELEVATION GROUND WATER EL. PROVIDED (CF) RATE (IN/HR) CHECKED BY: MSD/AY o P #1 5 5 3 2527.93 2519t 278 4.0 DATE: 9/23/21 SB #10 182 15 5.5 2531.00 2529.50 2526.41 2524.00 2521+ 6,947 4.0 PROJECT: 21-099 N P #2 5 5 3 2527.88 2519t 171 4.0 Z SB #11 81 15 9.5 2525.40 2523.90 2519.60 2514.40 2511+ 5,011 4.0 SHEET NO. o P #3 5 5 3 2525.70 2517f 227 4.0 0 SB #12 45 15 5.0 2523.50 2522.00 2519.60 2515.00 2512+ 1,589 4.0 P #4 6 6 1 3 2526.20 1 2517t 1 174 4.0 C4.3 0 N a \ I I SHEET NOTES \ \ \ \ N L o I A. SEE SHEET C1.1 FOR GENERAL NOTES. c�S\OS E^r 0 a \ \ \ \ 3 \ B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. ¢ FO Cp. \ \ \ 14 ° C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' gg N \ \ \ O BEYOND PROPERTY BOUNDARY. 09-23-21 \ N \ \ \ \ \ a I 3 3 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD qTF \OQ�o� \ \ ° �� MANHOLE TYPE A PER ISPWC STANDARD DRAWING q� OF \ SD-501. INSTALL MANHOLE FRAME AND COVER PER THEW S SEE SEWER PLAN O ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER /SS SHEET C5.8 7� °. PER ISPWC STANDARD DRAWING SD-508. < �\ "° �y E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC \ / STANDARD a 15 rrri ° COVERAT ROW DRAWING D FOR SEWER SERVICE SHALL BEN6 5'M ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM ° — 3 D-3034. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE ° +ou -I J+uu 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE I LENGTH OF THE SERVICE. Lu SSMH A-2 o a F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS eau � 11 s 7V — _ SSMH A-3 0 — — N. RUSTIC OAK WAY 9., FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. � SSMH A-1� — �' — — 55 z� /M�cF—nn nn nn nn nn M I PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE OF MANHOLE. �a a - / RXC � _ . - " �_ � _ _ MATCH LINE - E E SHEET WC5.2 G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER _ SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY CON —� o ° I ° . ° ° I " i I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR " TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON SD-511A. STATIONING TAKEN FROM 1 °L%j . CENTERLINE OF SEWER ALIGNMENT. 1 4r—11 Id Id Id Id d d Z / �- T I "• KEYNOTES O o I "°�/ UTILITY MAIN/MAIN CROSSING + \ MAINTAIN HORIZONTAL AND VERTICAL SEPARATION � 1d e m OF THE POTABLE WATER AND NON—POTABLE 0 I 3 O AMENITYPIPELINE, ETC.), STORM �dg ETC. , PERCIITY OFRMERIDIANATION, i I � REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE SEWER ALIGNMENT A 10+00 TO 16+00 © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN 0 30 60 90 0 3 6 9 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ED REMOVE EXISTING SEWER CLEANOUT. CONTRACTOR z SHALL VERIFY LOCATION AND ELEVATIONS OF SEWER CLEANOUT PRIOR TO INSTALLATION AND CONNECTION OF SEWER MAIN. NOTIFY PROJECT ENGINEER IF LOCATION OR ELEVATIONS DIFFER FROM PLANS. CON CONNECT TO EXISTING SEWER MAIN co 2535 z N v v 2535 �• N z`• � O 00 (D O N .r_ of O 0) n O Q .00 0) 00 O I� Lo O O o o o `n + N Q + Z N N Q +N N N H N Lo z = N — O Q +N (N U) z_ z_ - - - -- X w � ? - - - - - - - - cn U cZZ O 2530 - - - - - - — - - - - - - - - - 2530 `� Q + FINISHED GROUND O O zo zo W — W O+ oz � � w oc > Q 2525 SLEEVED 4" PRESSURE 2525 0 LLJ z IRRIGATION CROSSING O w a c z 11�8" WATER MAIN c C CROSSING 'U v , J W Q W w W w Lu 2520 2520 c/') V) 0 a X N M z 2515 2515 0 a zEd 0 0 a Z 0 355' of 12' PVC @ 0.25% 4 2510 — — — @ 0.25% 2510 60 of 12 0 N M - N z O E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 f kmengllp.com 3 EXISTING GROUND CENTE LINE OF SEWER PIPE ALIG WENT tx 0 ol 2505 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2505 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z g 00 00 00 L Ln CHECKED BY: MSD/AYV) V m N O O O O n 00O 00 o o of of o ,) o ;�-) o o 0 0i o0 N N rn DATE: 9/23/21 N N r� N N N N F � � � � � � N N N N � N � N C N C N N N N N N N CN N CN N � N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 C5. 1�I O N a _ SHEET NOTES `(' \ I I I A \ \ \ \4 > A. SEE SHEET C1.1 FOR GENERAL NOTES. �SS\ONAL EN CMATCH LINE - S E E RIGHT a �^ s� B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q�o� G ST O h� C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 9 ".� o ✓G� BEYOND PROPERTY BOUNDARY. J,� 09-23-21 �o " r' D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD .� qTF �OQ OF MANHOLE TYPE A PER ISPWC STANDARD DRAWING q SD-501. INSTALL MANHOLE FRAME AND COVER PER TTyEW S• ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER SSMH A SSMH A-6 PER ISPWC STANDARD DRAWING SD-508. R/W R/� r° �^ E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC ` �9�Op STANDARD DRAWING SD-511A AND SD-512. MINIMUM < y, (� COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. 0 M M r M MMM M ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM SSMH A-3 z a 162° LI) D-3034. SEWER SERVICES WITH LESS THAN 18" IT — W. SMOKEJUMPER ST. �O o ��j VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 16+00 U 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE i 17+00 20+pp ' � LENGTH OF THE SERVICE. Irn Lu Lu 90° LJ..I F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a • ,r° Rl 'O /a M/a "r ° M/a SSMH A-4 ' = FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE ° r� SSMH A-4 N OF MANHOLE.� , r , rn �� 2jf00 ' Lu G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER (u SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY r ' s' STA: 16+25.75 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR INV: 2526.04 lg TO INSTALLATION. SERVICE LENGTH AND INVERT ARE ' ' a SSMH A-7 L: 28.5' BASED ON SD-511A. STATIONING TAKEN FROM Lu CENTERLINE OF SEWER ALIGNMENT. rl ' KEYNOTES O = UTILITY MAIN/MAIN CROSSING - 2 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION t_ Lu J OF THE POTABLE WATER AND NON-POTABLE 1•° I ; \a °1 O I Q O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, JJ 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 SEWER ALIGNMENT A 15+50 TO 18+00 SEWER ALIGNMENT A 17+50 TO 21+00 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER o Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' NOTE 3, SHEET C1.1 FOR MORE INFORMATION. z SVC INSTALL GREEN STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. j (N �. N z 2535 v o 2535 2535 6v o o 2535 M _ O M M CO Ci N I 54 p +n1 54N H Q +O N +? Q r) N O 0 = N Z 2 N Z O = N — O m > > FINISHED GROUND N z z E z z - v 1 zo 2530 - - - - - - - - - - - 2530 2530 Ft - - - - - 2530 - - - - - - O 0 EXISTING GROUND W W O EXISTING GROUND \� ( z C I� Q G r-I W Q a > 2525 SLEEVED 4" PRESSURE 2525 2525 2525 — 0 w IRRIGATION CROSSING 8" WATER MAIN 0 w fl.� � CROSSING U 0Z ' /� v , J W Q Lu w W Lu Lu 2520 2520 2520 2520 c/') V) 0 a X N M z 2515 2515 2515 2515 0 a z 0 0 220 of 10" PVC Q 0.28% -' 0 60' of 1 " PVC ® 0.28% 95' of 10" PVC © 0.28 95' of 10" PVC C� 0.28 0 0 200' of 10" PVC ® 0.2 % a 0 2510 2510 2510 2510 0 N M N z O 1(m E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 f kmengllp.com EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2505 2505 2505 0 DESIGN BY: MSD/WHB 2505 DRAWN BY: MSD/WHB z 3 r- ro "� co "� N O N O Lo ,n � 0) CHECKED BY: MSD/AY . i\ . oo . O z rn 0) 0) a; of of of of 06 o N O N IN O N O N N N N N N N N N N N DATE: 9/23/21 N N N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 15+50 16+00 16+50 17+00 17+50 18+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 C5 0 N a SHEET NOTES i R • . a \ I A. SEE SHEET C1.1 FOR GENERAL NOTES. SS\ONAL EN yF PI PI PI PI PI PI PI PI PI PI �I PI PI PI PI PI PI PI PI�� PI PI 5 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. D LSSMH A-8 �o/ °ti ° ° C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 - I BEYOND PROPERTY BOUNDARY. 09 23-21 0 un o �o .5 ° 5. D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD 9TF �pP� HOL PER °'r �I SDN501E I STALAL MANHIOLE FRAME RAND COV RINPER 9TTyEw\ S.O�`�ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. o�, �p E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC \ STANDARD DRAWING SD-511A AND SD-512. MINIMUM \ �o COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM 14 D-3034. SEWER SERVICES WITH LESS THAN 18" 7 VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE F - I 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE p 0 n041 LENGTH OF THE SERVICE. w -.4- ° F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS N Q FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. o� \ M % LINE - SEE RIGHT D PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE D \ o °� 0 OF MANHOLE. ' - N ' . G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER \ ya SERVICES 5' IFY r , EXACT LOCATION OF SEWERSERVICES JOINT TRENCH WITH OWNER I PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON SD-511A. STATIONING TAKEN FROM z I cl I cl cl cl cl cl I I cl cl SSMH A-8 CENTERLINE OF SEWER ALIGNMENT. = y . rn ' SSMH A-7 Cp 9p, ' i ° v a SSMH A-10 N 1+00 22+00 23+00 24 00 z25 00 d " KEYNOTES O �m °� I"rl I °5 I UTILITY MAIN/MAIN CROSSING � 2 180' \ SSMH A-9 W. CHAINSAW ST. I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu Iu I'T1 ' 180° \ ° - ' S OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, SSMH A-9 M ' O AMENITY, ETC.), PER CITY OF MERIDIAN I'T1 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER Ill \ o r 5 s 5 NOTE 2, SHEET C1.1 FOR MORE INFORMATION. a 00 T ' �� , UTILITY MAIN/SERVICE CROSSING (� I OF TT HE POTABLOENWAT RNDAND NON-POTABLETION Ln ° � © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN N REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o MATCH LINE - SEE SHEET C5.4 Z SEWER ALIGNMENT A 21+00 TO 25+00 SEWER ALIGNMENT A 25+00 TO 27+25 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N z uj N w v Z `. Z " o I O - o � � N 00 °- Ld z 0) rn Z `. 2535 r, N u -n 2535 2535 2535 rl Q N N 00 N Q +MN � O (V Q + N � = C`1 — O O O = N — Z D N > > p LoZ O � O (D 1' . > FR ? ? N O (nZ Z � oF V Q + wwZ = N — O cc r-I FINISHED GROUND W :a > > Q zEn V) G fV z z �c a > Q 2530 _ _ _ _ — — 2530 2530 2530 0 w ~ �u 8- 2 EXISTING GROUND — — — — - — — — — EXISTING GROUND O 0z / — — — — V 1 J W Q \ � W W SLEEVED 4" PRESSUREJ W Lu 2525 A 2525 2525 IRRIGATION CROSSING 2525 Ln V) 8" WATER MAIN CROSSING 12" GRAVITY IRRIGATION CROSSING 0 a X N N M V z 2520 2520 2520 2520 0 z w 0 0 a Z 0 d a 0 2515 2515 2515 2515 10" PVC @ 0.28% 200' 0 M 135' of 10" PVC @ 0.28% 0 220' of 10" PVC ® 0.28% E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 f kmengllp.com EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTE LINE OF SEWER PIPE ALIG MENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2510 0 DESIGN BY: MSD/WHB 2510 2510 2510 DRAWN BY: MSD/WHB gz 0) r- CHECKED BY: MSD/AY rn 0) O O O r7 It Ln Ln Ln Ln 00 � N r N 00 z 0� 0) O 6 O O Cd 06 Cd 00 00 00 00 00 00 0 N N M M r7 n N N N N N N O N O N O N O DATE: 9/23/21 Ln n D N N N N N N N N N N N N N N N N N N N PROJECT: 21-099 r SHEET NO. V 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+00 25+50 26+00 26+50 27+00 27+25 C5. 0 N a SHEET NOTES i ^� / A. SEE SHEET C1.1 FOR GENERAL NOTES. Is \SrE��G�� 2 J ♦ B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 9 BEYOND PROPERTY BOUNDARY. �� 09-23-21 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD •�S9TF OF v ' MANHOLE TYPE A PER ISPWC STANDARD DRAWING 00I • �� SD-501. INSTALL MANHOLE FRAME AND COVER PER THEW S. �w ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER �� H A-14 PER ISPWC STANDARD DRAWING SD-508. E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC -c,—�-(,• / Py w �\ STANDARD DRAWING SD-511A AND SD-512. MINIMUM GIST G\� �� COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. / � / /jl \cpP w , • ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM D-3034. SEWER R7W� SERVICES_ — mac' �� 9� • / ' ��5� \ THAN 1 " VVERTICAL CLEARANCE ROMWITH POTAB ES WA ER SHALL USE SSMH A 10_�`� �•• � Z ,, • ��ci=— / / / �' 1p 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE ci i o` ♦ J] LENGTH OF THE SERVICE. � ' �• � Ys • W SEE SEWER PLAN �_ �° / ♦/� SEE SEWER PLAN e�.o F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS Q /c� � SSMH A-13G SHEET C5.11 • • O �� FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. •� �ci SHEET C5.12 ��cl ♦ 10 'p J, PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE — • —c���i C �� �\_� 1 / OF MANHOLE. "'—(/) — � • • —��c, w/ e\ G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER _ _ . , ci ci_� �_�cl so / w / SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY c.>� ���' . • � I / Q EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR Z m ' „ • ��� w/ / TO INSTALLATION. SERVICE LENGTH AND INVERT ARE U N' RUSTIC OAK WA • - m o P` BASED ON SD-511A. STATIONING TAKEN FROM • Y / w r // CENTERLINE OF SEWER ALIGNMENT. 30 -P,I 0_ +00 w/ KEYNOTES O (�. /� � °�• — _ SSMH A-12 w _/ cn rK p' v 3 / 4 y UTILITY MAIN/MAIN CROSSING P� _ SSMH A-11 I — — MAINTAIN HORIZONTAL AND VERTICAL SEPARATION W �_ r w �Pi—P— ° •� '� . ,� w W W_. �w W W • P��� OF THE POTABLE WATER AND NON—POTABLE �.• —PI—P— = � / AMENITY, E PER TCITY OFRMERIDIANATION, -P, �� / �j REQUIREMENTS. SEE SEWER NOTE 2 AND WATER �P/— 4 / /� o • �P NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING Pi—/ �• • �� • � ' �/P MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Pi OF THE POTABLE WATER AND NON—POTABLE Pi —Pi �� P�API—� © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, P'-P- PI PI-P, PI REQU AMENITY EM NTS. SEE SE ER NOTE MERIDIAN3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o z / SEWER ALIGNMENT A 27+25 TO 34+00 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z .. .. � v z3� zv Z " - o v �Z _ v^ O O O _ z o 02 O N N M rr � N (6 tf�or�n NL l� J m+ 2535 � � N r Q +r 2535 Lr) z D — � N = NO Q +KjNN E- +� N Z NZ = N O ZZ O�NZO 2 O N FIE Z Z Z N Ln zo zN - - - - - - - - - w — w + w � a FINISHED GROUND 2530 12" STORM 2530 � � � w MAIN CROSSING 0 W 1:1. Z EXISTING GROUND J U ,V v , J W Q W oC SLEEVED 4" PRESSURE C111— w 8" WATER MAIN IRRIGATION CROSSING CROSSING W w 2525 2525 c/') V) 0 a X N M z 2520 2520 0 a z 0 0 a 105' of 10" PVC ® 0. 8% 0 130' of 10" PVC Q 0.28% 125' f 10" PVC 0.28% 360' of 10" PVC ® 0.28% 4 2515 Li 2515 0 N M N z O E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 ffi 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT kmengllp.com 0 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2510 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z g r- rn a LO , n rn 0) N 00 LI� 00 0 00 0lf) 00 N O 00 CHECKED BY: MSD/AY N ^ O 1M 7 N00 00 O 0) I7 z 00 O 00 O 0) 0) C14 N N N N N Cq o N N N N M N N fMC14 PI) � � M M M DATE: 9/23/21M M 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 PROJECT: 21-099 SHEET NO. V 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 C5.4 O N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. SS�ONAL C/ B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 119 4 BEYOND PROPERTY BOUNDARY. 09-23-21 0 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD .� qTF \OQ� SSMH A-14 SDN501E INSTALL PER MANHIOLE FRAME WC RARD AND COVER INPER 9TTyEWFS.O�`'� ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. �> 04 JJ 1L E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC V STANDARD DRAWING SD-51 1A AND SD-512. MINIMUM COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. I.._ ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM f cl cl cl cl �cl cl cl cl GI o GI GI GI GI GI GI GI GI GI GI GI GI GI , W D-3034. SEWER SERVICES WITH LESS THAN 18" r 2 � LJ..I VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE = LENGTH OF THE SERVICE. as Lu 4 0 `9 - + — — — — — - o _ _ • �s ° — - — — $w= — — F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS o 38+00 ly_ FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. +0 0 41 W PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE ( ) OF MANHOLE. �' rn — N. RUSTIC OAK WAY — _ �I SSM PIA-15 P9 ryl—PI � PI PI PI PI PI PI PI SSMH A-16 G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER w a — � — Pi �' PI PI PI PI PI PI PI PI Pl�zl SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 'v vvw w- �w w w w w w N. RUSTIC OAK WAY- z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR _ �m TO INSTALLATION. SERVICE LENGTH AND INVERT ARE rn��' I ,- I N �-w w w w w w w w J_w BASED ON SD-511 A. STATIONING TAKEN FROM ° = CENTERLINE OF SEWER ALIGNMENT. 4 V z ° ° 1 °� SEE SEWER PLAN_° 2° ° �° KEYNOTES O SHEET C5.11-a 04 ` ° °� °Q ° y ° Q^'° UTILITY MAIN/MAIN CROSSING V) p ,I PI PI PI PI—� - " — — — — — — _ — S - MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w t .�� 0 SEE SEWER PLAN ` OF THE POTABLE WATER AND NON-POTABLE � � SHEET C5.11 I I PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, I AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o z SEWER ALIGNMENT A 34+00 TO 41+00 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' zo 2540 vw 3 v 2540 rl Q �r - 00 00 00 O 00LOIn � -- F, co 00 00 z co .Lo o6 o6 a6 ,n O . o�: Lu -a1 LSJ Q +v� NNN� — � NZZZ Qq* qtq = o z (n � � � QLn V) � zzz z N � N 2535 Q +;; N N N 1— O = N z z z O 2535 w z � - � OC DC » > > z EXISTING GROUND z z z z O z — W w � � W WLu 2530 FINISHED GROUND 2530 t/') V) 12" STORM MAIN CROSSING 0 SLEEVED 4" PRESSURE M 8" WATER MAIN IRRIGATION CROSSING 12" STORM N CROSSING MAIN CROSSING m V z 2525 1 2525 0 a 12" GRAVITY IRRIGATION z CROSSING 0 0 a z 0 d a 0 2520 2520 0 M Q Z 00, of 10" PVC © 0.28% 0 4 240' of 1 " PVC @ 0.28% E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 ffi 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT kmengllp.com 0 01 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB g Q, LO N � r) ,� r) ,� N rn o � o o, o 0 o � o 0) 0) 00CHECKED BY: MSD/AY a r7 fn � to N � r- 0 M c0 00 o r) N �`) r� r7 r7 V) r� n M M n N r7 N M N r7 N r7 N DATE: 9/23/21 M M LO � L L LO M u) M LO r7 � r7 r7 r7 M M r7 r7 D 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 PROJECT: 21-099 r SHEET NO. V 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 C5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. �SS�O"AL ENc, N B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q �� � o C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' � BEYOND PROPERTY BOUNDARY. J, 09-23-21 0 1i D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD OF \OQ� s a SDN501E INSTALL PER MANHIOLE FRAMED DAND COV RINPER 9TTHEW S•��� C \ ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER °p \ PER ISPWC STANDARD DRAWING SD-508. y n p - E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC D STANDARD DRAWING SD-511A AND SD-512. MINIMUM ' 7_1 s° COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM _ D-3034. SEWER SERVICES WITH LESS THAN 18" \ ° VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE —ter° SSMH A-17 �s „\ LENGTH OF THE SERVICE. Lu F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS Q FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ItEOU PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE OF MANHOLE. N n \ G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER wZ M�M m—�+i SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY -Pi rn�Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi i W. WILDFIRE DR. N s I \ EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR Ull N. RUSTIC OAK WAY ' _ 3: I . y \ TO INSTALLATION. SERVICE LENGTH AND INVERT ARE SSMH A-11 BASED ON SD-511A. STATIONING TAKEN FROM —w = w w w w w w w w w w w w w w w w w SSMH K-4 15+0 CENTERLINE OF SEWER ALIGNMENT. m KEYNOTES O y° •w ti . °ti ° ° ° I a UTILITY MAIN/MAIN CROSSING � j —(J7° — — — — _ _ _ _ _ _ _ _ _ _ ° •5' ` \ MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w �_ \ OF THE POTABLE WATER AND NON-POTABLE SEE SEWER PLAN 3 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, SHEET C5.4 I a AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. J a UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION s OF THE POTABLE WATER AND NON-POTABLE ° © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN a REQUIREMENTS. SEE SEWER NOTE 3 AND WATER LL_ NOTE 3, SHEET C1.1 FOR MORE INFORMATION. I � I SVC INSTALL GREEN STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. SEWER ALIGNMENT A 41+00 TO 44+00 SEWER ALIGNMENT K 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =3' z3 w —Z . — O o: 00 00 0 u, z o 2540 2540 2535 •M r 6 2535 Q _ N J It Q +r) 'j ! I..^ L Y +M � NZZ O O O O = N N > > > .. N Z Z Z Z Q 7 0 0) N ? w Lw O Lu O N Q _ rS MP Q > Q z +It N o FINISHED GROUND — (� 2535 EXISTING GROUND N E z 2535 2530 — — — — — — — 2530 w Q T' —— — — — — — - - _ - - - _ EXISTING GROUND -:j LLJ W Q V) uJ oC FINISHED GROUND \ W Su..i Lu 2530 2530 2525 2525 c/') V) 12" GRAVITY IRRIGATION CROSSING 0 a X N M z 2525 2525 2520 2520 0 a z 0 0 a Z a 0' f 8" PVC 0.40 0 D 2520 2520 2515 2515 N4001 o ° 0 N M N z O 1(m E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 ffi 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT kmengllp.com 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2515 2510 0R FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2510 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z 3 O 00 0) r- 00 Co r- (0 co � "� O n r- 00 n rn N CHECKED BY: MSD/AY a 00 O N (0 00 O 00 V) r- z rj rj rj ri to Nj O O _ O O o ro N M "� r� r) r) r7 ro n r) r) N ro N DATE: 9/23/21 °=c N N N N N N N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 41+00 41+50 42+00 42+50 43+00 43+50 44+00 14+50 15+00 15+50 15+75 C5.6 0 N a SHEET NOTES UP, \k \pNAL E A. SEE SHEET C1.1 FOR GENERAL NOTES. ASS B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q� O A z s C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 gg -N BEYOND PROPERTY BOUNDARY. a 3 a s 09-23-21 0 D D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD 3 • m 12 \' J, MANHOLE TYPE A PER ISPWC STANDARD DRAWING qTT OF SD-501. INSTALL MANHOLE FRAME AND COVER PER HEw S. \1/ A w \1/ ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER 14 PER ISPWC STANDARD DRAWING SD-508. SEE SEWER PLAN E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC SHEET C5.6 °s STA: 13+97.04 STA: 14+62.00 STA: 15+04.00 STANDARD DRAWING SD-511A AND SD-512. MINIMUM INV: 2525.33 INV: 2525.53 STA: 15+59.00 STA: 16+12.83 INV: 2525.73 INV: 2525.97 INV: 2525.93 \J/ A, A, COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. 00 L: 48.5' L: 48.5' L: 48.5' L: 48.5' L: 48.5' ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM IF IF A, w D-3034. SEWER SERVICES WITH LESS THAN 18" SVC SVC SVC SVC VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE U 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE .00 � 15 � � � � . • � � � � `�' `�' `�' LENGTH OF THE SERVICE. R/W R/W R/W R/W 3 R/W R/W R/W R/W R/W R/W R/W W R/W R/ R/W R/W R/W R/W R/ R/ R/W R/W �R/W R/W I R/W R/ WL R/W s • , 1 �� r sLu s j s r s : s s s < , s F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a s 'r LJ..I FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE M M M M M09 }r M M M M M M M M M- � { F M M M M M M M °M • M M- M M Oe •M M M OF MANHOLE. -W. SMOKEJUMPER ST. x 11+00 +00 �. 1 +00 � - -W. SMOKEJUMPER ST. - - W_ G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 13+00 15+0 16+ 0 W SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 17+00 N EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON SD-511A. STATIONING TAKEN FROM ,t • • ° s a • • ° • e' • ° • 7 1•° I "s w r 1 CENTERLINE OF SEWER ALIGNMENT. ° • Y, • °S S S M/21 M/LI M/21 M/21 M/21 M/21° M/a /21 M/21 ° M/21 ° ° 21 M/ M/a�SSMH B-3 3 M/21 /LI° M/21 • M/21 /21• M/21 M/21 M/21• •M/21 M/21 M/LI ° M/21 1/21 SSMH B-1 SVC SSMH B-2 SVC z a cn SVC SVC ° • SVC SVC SVC � I KEYNOTES O x STA: 11+26.68 STA: 11+90.47 STA: 12+50.47 STA: 13+14.47 STA: 13+76.89 z 3 STA: 15+14.09 = UTILITY MAIN/MAIN CROSSING � 2 INV: 2523.66 INV: 2524.19 INV: 2524.54 INV: 2524.78 INV: 2525.05 s STA: 15+81.83 STA: 16+46.83 STA: 17+11.83 ' U MAINTAIN HORIZONTAL AND VERTICAL SEPARATION �u �_ L: 28.5' L: 28.5' INV: 2525.57 INV: 2525.85 a L: 28.5' INV: 2525.98 INV: 2525.74 OF THE POTABLE WATER AND NON-POTABLE Of L: 28.5' L: 28.5' L: 28.5' O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, L: 28.5 L: 28.5' i � � < ° � L: 28.5' s ^� AMENITY, ETC.), PER CITY OF MERIDIAN z REQUIREMENTS. SEE SEWER NOTE 2 AND WATER G I NOTE 2, SHEET C1.1 FOR MORE INFORMATION. O O 3 m • � 1 2 O O4 O UTILITY MAIN SERVICE CROSSING 5 O I 3 1 O O O O I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE a 6 © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 3 AMENITY, ETC.), PER CITY OF MERIDIAN e 3 s REQUIREMENTS. SEE SEWER NOTE 3 AND WATER o NOTE 3, SHEET C1.1 FOR MORE INFORMATION. z a INSTALL GREEN STANDARD SERVICE MARKER PER I I ISPWC STANDARD DRAWING SD-512. SEWER ALIGNMENT B 11+00 TO 17+50 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' zLn 2535 2535 Q .. w O O 00 _ 0o o z o 00 . - °° o 00 00� � � � w - w + r- r- � N CO `n N 'r7 `n Lri N °° +N N Q LU m m +N N m +CA N N H 2 N Z O L0 Z Z Z O > > Q O 2530 N > > N > > > 2530 _ (V - - FINISHED GROUND co z z _/ 0N z N � Z Z N � ZZ Z 1..1. C O w CL z i - - - V) � I\ Lu EXISTING GROUND 3: Lu W w 2525 2525 Ln `n 8" WATER MAIN CROSSING 0 SLEEVED 4" PRESSURE M IRRIGATION CROSSING N N M V z 2520 2520 0 a z 0 0 a Z 120' of 8" PVC a 0.40% 4 V 2515 215' of 8" PVC ® 0.40 2515 N N 5 of 8" PVC @ 0.40% 355' ol 8" PVC @ 0.407 z 0 - 1(m E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 ffi 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT-EXISTING 0 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2510 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z 3 LO O r.,) O r) ro r n 0o n rn n O n N r � V) r7 r r7 O (o (o (o CHECKED BY: MSD/AY a Co ItN It Co '00O V) It co 00 (o N z r � 00 00 00 00 Co 0) Cn 00 00 00 00 00 00 Q1 a7 d1 � C� o N N N N N N N N N N N N N N N N N N N N N N N N N N N N DATE: 9/23/21 D N N N N N N N N N N '� N N N L N Ln N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 C5.7 0 N a SHEET NOTES TOP o dol-J a I J. t A. SEE SHEET C1.1 FOR GENERAL NOTES. �SS\ONAL EN q/ ,t I e Aok S o B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. ¢� A/ o �� �� ° H C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' gg 17 PI PI PI PI PI F PI Pl PI PI PI� PI PI �•�+ -�PI PIE---�Pi 'Zj BEYOND PROPERTY BOUNDARY. J, 09-23-21 0 13 14 15 16 N • s m z 'L D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD •t1�9TF OF O • ° MANHOLE TYPE A PER ISPWC STANDARD DRAWING '9T a N t SD-501. INSTALL MANHOLE FRAME AND COVER PER THEW S. 19 I t O e ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER z 2 e o a PER ISPWC STANDARD DRAWING SD-508. STA: 18+14.00 STA: 18+69.00 STA: 19+24.00 STA: 19+79.00 STA: 20+35.95 INV: 2525.57 INV: 2525.81 INV: 2526.01 INV: 2526.25 a L: 48.5' INV: 2526.46 SEE SEWER PLAN D E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC L: 48.5' L: 48.5' L: 48.5' L: 48.5' IF SHEET C5.10 �t � � ° F � `�` e � ° t° � STANDARD DRAWING SD-511A AND SD-512. MINIMUM D SVC _ _ °, D � COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. SVC SVC ;V C < ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM �N t• t` s - - D-3034. SEWER SERVICES WITH LESS THAN 18" /mil J R/W R/W R/W R/W R/W R R W R W R w R w R R W R w R W R 18 J, ,I, / q, J, _y °\ VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE ' A. t , , , , , , ° R/w R R/W R/W 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE / / / / / / / /W.�. R/W R t° t� t t I % • , t,• °t } I •t • t° , R/W R/W LENGTH OF THE SERVICE. M r M M M • t w M M M M M M M M M M M M M M M M M M • F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS z -z+ hT-M M M M M M M M �+ I M a M M ° M FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. R1 0• - - W. SMOKEJUMPER ST.- - CP _ 90° _ _ SSMH A-3 �♦ Z SEE SEWER PLAN PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE 1 +00 19+00 20+00 - - _ OF MANHOLE. 21+00 22+00 23+00 -0 SHEET C5.2 G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER rn ° I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY rn t t , ° t t ° t . s r • -r^ '•t ° t EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR t t ° , ` , ° ' .t - • ° ,t° TO INSTALLATION. SERVICE LENGTH AND INVERT ARE M/1 M/2I /21 M/21 M/21 M a M/2I M/2I M/ M/21 /21 M/a ° °M/N , a M/8 M/d ,/21 ° M/8 M/21 M/21 °° ° /21, ,M/21�-M/21 M/21 M/ ° M/21 M/21 t ° , '� /a M/21 °t , M a BASED ON SD-511A. STATIONING TAKEN FROM (n SSMH B-4 SVC SVC SVC SSMH B-5 �� 3 °,t / CENTERLINE OF SEWER ALIGNMENT. SVC N rn 0/ -�% SVC t , , z STA: 17+80.91 STA: 18+49.87 STA: 19+17.91 STA: 19+87.91 STA: 20+57.91 STA: 21+22.91 STA: 21+80.91 KEYNOTES O INV: 2525.46 INV: 2525.52 STA: 22+42.91 STA: 23+00.43 INV: 2525.78 INV: 2526.06 INV: 2526.34 INV: 2526.62 INV: 2526.68 INV: 2526.44 INV: 2526.20 UTILITY MAIN/MAIN CROSSING L: 28.5' L: 28.5' L: 28.5' L: 28.5' L: 28.5' (� I L. 28.5' L. 28.5 L: 28.5 L: 28.5' .I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w SEE SEWER PLAN OF THE POTABLE WATER AND NON-POTABLE S. SHEET C5.1 � PIPELINES (SEWER, STORM DRAIN, IRRIGATION, } I „I AMENITY, ETC.), PER CITY OF MERIDIAN .t REQUIREMENTS. SEE SEWER NOTE 2 AND WATER . NOTE 2, SHEET C1.1 FOR MORE INFORMATION. pO O g a UTILITY MAIN/SERVICE CROSSING 6 7 O 10 11 12 13 14 , , 2 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE 1 © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, t A AMENITY, ETC.), PER CITY OF MERIDIAN ° REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. z SVC STANDARD INSTALL GREEN ISPWC STANDARD DRAW NG SD SERVICE MARKER PER 512• SEWER ALIGNMENT B 17+50 TO 24+00 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' O z0 2535 Z w,.v 2535 Q 1: Cov N O LL 00 00 O O= O 00 00 O O 00 LoLo O zo zO Ln N "' LO 0 N M O O Lu Lu 00Kj 00 +� NN I p� � � N N L0 Z Z Q +N N N (D00 C m +N N FINISHED GROUND > > = N z z p Q c r-I 2 N z- O N FE z z Z N .. >> > LJJ pp U > > N Z Z Z 2530 E Z Z 2530 0 w O w a- z EXISTING GROUND � 2 20 - J Lu J= Q Lu = 12" STORM Lu MAIN CROSSING � : LU w 2525 2525 c/') `n 0 a X N M z 2520 2520 0 a z 0 0 a Z 0 d 0 V 2515 0 N M N z O E N G I N E E R I N G 400' of 8" PVC @ 0.407. 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 4 PHONE(208)639-6939 0 180' of 8" PVC @ 0.40 o O 3 EXISTING ffi GROUND CENTE LINE OF SEWER PIPE ALIGNMENT kmengllp.com 2510 FINISH GROUND CENTE LINE OF SEWER PIPE ALIGNMENT 2510 0 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB g a 7 M M 7 M M I O 00 00 0) O O rn rn 00 �N I CHECKED BY: MSD/AY N N Co 00 O ON O � 1 Oz 0) Oj O o o O o O O O O O O On 0n O o N N M NM NM N N C14 N Qi Oj DATE: 9/23/21N N N , M M N NN N U) LO LO L N � 04 LO D N NNNNNN N N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 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 C5.8 O N a SHEET NOTES I . I� • o r \ A. SEE SHEET C1.1 FOR GENERAL NOTES. SS\ONAT E�cy G E` IV N� B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE.IV IV v � C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 s° v �v s BEYOND PROPERTY BOUNDARY. J, 09-23-21 0 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD OF �OP� w IV 4O O MANHOLE TYPE A PER ISPWC STANDARD DRAWING '9T IV O O O O O SD-501. INSTALL MANHOLE FRAME AND COVER PER THEW S•� ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER .s 0 � 10 PER ISPWC STANDARD DRAWING SD-508. 3 3'v IV I E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC Cr I s w �v IV 'v STANDARD DRAWING SD-511A AND SD-512. MINIMUM IV IV X ' COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. STA: 13+68.73 STA: 14+19.16 f ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM STA: 14+74.16 D-3034. SEWER SERVICES WITH LESS THAN 18" w � I, J' STA: 13+31.07 INV: 2521.99 INV: 2522.19 STA: 15+29.15 STA: 15+84.15 INV: 2521.81 INV: 2522.43 � ,1, �, L: 49.7' L: 50.4' INV: 2522.63 INV: 2521.66 STA: 16+36.89 � � VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 3 0 __ STA: 12+82.65 L: 50.2' L: 50.0' INV: 2523.07 w STA: 17+58.42 m s ° w � ,I, �' INV: 2521.63 L: 49.6' L: 49 2' °s 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE SVC L: 48.9' INV: 2522.82 doi- LENGTH OF THE SERVICE. '' � STA: 12+32.65 L: 50.4' SVC . � L: 48.0' `I' INV: 2521.43 SVC SVC Lu L: 50.1' M/a M `s F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a 's Z �v `" SVC M/ate /as s s s s . ° ° / a M/a M/a M . �' SVC C FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 3 C /a . ° M/a M/a , M/a a /a PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE M I SVC M/a M 3 s . s s ° . M/a M/a OF MANHOLE. Vi • � M/a M M M M ° M/a s. `°s . M M M M M M M ° s• G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER /a M/a M-M SSMH E-2 - - - M M M M M M � �� M do SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY c M/a . M M - W. PARACHUTE DR. _ �� M M TI e1 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR m �M/a� ° . 3 • - 3 14+00 15+00 - TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 1 M - 16 00 -SSMH D-2 3 - - SSMH E-3m BASED ON SD-511A. STATIONING TAKEN FROM M� 13+00 1 1 +00 CENTERLINE OF SEWER ALIGNMENT. % S cn M pARACHUTE DR M/a M/a M/a M/a M/a M/a° M/a a M/a M/a° M/a ° ° ° KEYNOTES O 4 _ -W2+ 0 SVC M/a a M/a M/a ° � .3 a SVC • M/a M/a< UTILITY MAIN/MAIN CROSSING � 2 Ma s 9 . SVC 7svc) � I IVMAINTAIN HORIZONTAL AND VERTICAL SEPARATION �u �_ 00 M/a STA: 13+73.58 STA: 14+29.43 OF THE POTABLE WATER AND NON-POTABLE STA: 13+18.51 INV: 2521.83 INV: 2522.04 STA: 15+01.59 STA: 15+73.37 � � u„ PIPELINES (SEWER, STORM DRAIN, IRRIGATION, INV: 2521.62 L: 27.4' L: 26.7' INV: 2522.28 INV: 2522.71 STA: 16+29.08 --1 3 O AMENITY, ETC.), PER CITY OF MERIDIAN M/a SVC STA: 12+68.50 L: 26.5' L: 27.2' L: 27 7' INV: 2522.86 3 m REQUIREMENTS. SEE SEWER NOTE 2 AND WATER SSMH E-1 °. ,` INV: 2521.42 L: 28.1' D NOTE 2, SHEET C1.1 FOR MORE INFORMATION. SVC STA: 12+18.50 L: 26.7' A INV: 2521.22 O O 10 3 UTILITY MAIN/SERVICE CROSSING STA: 74 L: 27.0' INV: 2521521.02 D MAINTAIN HORIZONTAL AND VERTICAL SEPARATION � .0 O6 s � L: 27.3' O O 3 . < OF THE POTABLE WATER AND NON-POTABLE 5 O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, s SEE SEWER PLAN © AMENITY, ETC.), PER CITY OF MERIDIAN 3 O4 SHEET C5.12 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER SEE SEWER PLAN O NOTE 3, SHEET C1.1 FOR MORE INFORMATION. z SHEET C5.10 3 �IdGI �� 3 INSTALL GREEN STANDARD SERVICE MARKER PER • O Id-�0 3 SVC ISPWC STANDARD DRAWING SD-512. Id 1-- aME GI-_ S c IV �Id-- I�G1 I. Id 3 S. - Id GI-G\ __Id 3e� �v d- 6 GI ,• 1 ° ♦ Id -GI_ I a-�GI G� 1 G1 di 11 1 O SEWER ALIGNMENT E 30 60 90 0 3 6 9 z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Q O a w zo z � w - w z (Dz 22 _ w z o O H E = < OLU 2 � V) - w w or_ (/) oC V) w v z 3�:w" I - """. 00 co Co Co o w rn 2530 v _w ro to r- 02530 U� ?i N '� I\ I� I� M LN �.00 N I c0 O +N N N N H W +N D (0 (0 ^ = NZZZ 00 NO .O pj pj 00 .. Z Z Z Z � Z N 06 N O W +NNN H � N LO Z Z D W +N N M ••N - - O EXISTING GROUND = N - o _ N 0 > > > .. > > _.� N [ifZ Z Z U) Z Z V - - - - - - _ _ - -_ _ _ - - _ _ z 2525 - - - - 2525 0 a Z w FINISHED GROUND 0 9 12" STORM MAIN CROSSING 0 8" WATER MAIN 0 CROSSING 2520 1 1 1 1 1 2520 255' of 8" PVC @ 0.40 . M N 0 8" WATER MAIN 3 0' of 8" PVC ® 0.40% CROSSING 100, of 8" PVC ® 60% w E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 ffi 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT kmengllp.com 0 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z aF ' rn �C n N r" N 0)In N N n M n N � `4- N CHECKED BY: MSD/AYN o ,)N N (o z V) LO In In 6 c0 (D c0 (o 0N 6 o Lo L 0 L LO N ( LO( ( � N DATE: 9/23/21 N N N N N N NN NN N N N N N N N N C N 04N Cq NN N 04 � LO PROJECT: 21-099CN 04 O N N N N NN N N N N N N N N N N NN N N N N N N N CA 04 SHEET NO. V 10+75 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 C5.9 O N a SHEET NOTES G���� -1 - GI GI�`GI GI GI 'I GI GI GI G <7Mir I ° ►; A. SEE SHEET C1.1 FOR GENERAL NOTES. �s G\SL ENC P� PI PI �I PI PI PI PI PI PI P PI Id Id-Z T Id Id-1 O� G�$T F B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q� O °y C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 9 BEYOND PROPERTY BOUNDARY. J, 09-23-21 0 �7 `• 3 < D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD Z MANHOLE TYPE A PER ISPWC STANDARD DRAWING OF • SD-501. INSTALL MANHOLE FRAME AND COVER PER THEW S• C I A ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER • PER ISPWC STANDARD DRAWING SD-508. G� 3 I E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC m • F STANDARD DRAWING SD-511A AND SD-512. MINIMUM 3. COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM N 3 D-3034. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE d 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE LENGTH OF THE SERVICE. F w F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS STA: 1 1+18.67 STA: 1 1+72.47 STA: 12+22.47 STA: 12+72.47 STA: 13+20.21 ° STA: 14+45.27 " STA: 1 1+69.01 FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. INV: 2521.19 INV: 2520.99 INV: 2520.79 INV: 2520.59 INV: 2520.59 " 3 INV: 2522.28 INV: 2524.78 d01 PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE c� L: 28.5' L: 28.5' L: 28.5' L: 28.5' L: 28.5' ' ° <7 L: 40.3' _m L: 28.5' I $ OF MANHOLE. svD Svc 4 a �^ r 3 • �'� SVC G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SVC SVC SVC ° I o SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SSMH E-1 e� " ° �, EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR _ R/w R/W W °R W RIW R/W R/W R/W ° sR/W ZRIYW R/W . M/a 90, R/W • R/W-� TOP TO INSTALLATION. SERVICE LENGTH AND INVERT ARE "p• ° ° ° 3 " . BASED ON SD-511A. STATIONING TAKEN FROM 14+00 1 00 o SSMH C-1 CENTERLINE OF SEWER ALIGNMENT. IS a SSMH F-2 z I • SSMH B-5 KEYNOTES O - 180' SSMH F-1 - - `� ZTN- o - N.JUMPSPOT AVE. - - - N. JUMPLIST PL. - 'Nt' UTILITY MAIN/MAIN CROSSING � 2 IBI M M M M M M M �+ M M M M M M M M M �h[* M M M- 2-M M M �h1 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION W �_ +� - OF THE POTABLE WATER AND NON-POTABLE Of i • ° • , • ° ° ° "° " ° " • ° ° y "•° PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 1 SEE SEWER PLAN /a M/ M/a M/�I ° R/W • R/W R/W • R/W R/W R/W /W ° R/W R/W ° M/a M/a_ AMENITY, ETC.), PER CITY OF MERIDIAN T � �� 1 till 3 F F F F F SHEET C5.8 TOP3 � REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 0 NOTE 2, SHEET C1.1 FOR MORE INFORMATION. SEE SEWER PLAN > ° .3� S aS a SD SD S STA: 11+73.26 1 UTILITY MAIN/SERVICE CROSSING SHEET C5.9 3 3 p p MAINTAIN HORIZONTAL AND VERTICAL SEPARATION n F INV: 2525.38 dol J NON-POTABLEOF THE POTABLE WATER AND O � < � � � � � � � � � � � � � � � °'� � L: 48.5' � © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, I v � � � � � � � � � � O � � � � � � � AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER a I I NOTE 3, SHEET C1.1 FOR MORE INFORMATION. z � � � SVC INSTALL GREEN STANDARD SERVICE MARKER PER >� (g O I ISPWC STANDARD DRAWING SD-512. a W S D SD SD S 3r F F F F F E " <_ � - 3 I < O _ • � � 3 • I ° �� < 11 .. I SEWER ALIGNMENT C S ° 30 60 90 0 3 6 9 EWER ALIGNMENT F Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' � 0 30 60 90 0 3 6 9 z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 3:z v Q 00 Co 00 rn 0) 0 N O Lo _ m +� NN U +NH W I.J..I W W 04 Z_ Z_ 5 N " > > o> FINISHED GROUND m c z(DL G N � zz z E _ Q W z z EXISTING GROUND Q O J _3F_2530 - - - - - 2530 � � � � o Lu W W u � � � � w cn cn w ^z �8" WATER MAIN L u 2530 v z 2530 2525 CROSSING 2525 00 N op ..N 00 00 co o N (D co r - SLEEVED 4" PRESSURE N N Co Ii +`��Lo N .M °' 6c0 IRRIGATION CROSSING N N N = NZ O LJ +CNN H 00 N Lo N Z�nE _ Z A = N Z Z O N N N N X N I\ N � >> > +NN H N // �I \ - - - z z z EXISTING GROUND = N z 0 2525 - - - J - - - - - V Z Z 2525 2520 2520 z - o - - - - - - - - - - - - z - - Z o FINISHED GROUND 0 a SLEEVED 4" PRESSURE o IRRIGATION CROSSING 0 a 15' of 8" PVC C9� 0.60% a 2520 115' of " PVC ® 0.40% 2520 2515 1 1 1 1 2515 N O N M ° 0' of 8" PVC @ 0.40% 8" WATER MAIN o CROSSING In 12" GRAVITY IRRIGATION E N G I N E E R I N G o CROSSING 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 3ffi EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT kmengllp.com 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2515 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2510 DESIGN BY: MSD/WHB O DRAWN BY: MSD/WHB z r7 N � c0 c0 00 � g 00 "� 0 0) c0 00 r+� `0 r+� N r7 C5 co °. n ` . co N `� CHECKED BY: MSD/AY d Lo L � 0i 0i 0) 00 00 r M M r7 r7 M O O 0i z N N N N N N N M N N N N N N N 0 N � N O N � N � N N N N M LO L0 N u L0 � � DATE: 9/23/21 N L0 N N N � N � N V N a) N V) N � N N � N N N N N N N N N N N N N N N D PROJECT: 21-099 SHEET NO. V 10+75 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 10+75 11+00 11+50 12+00 12+50 13+00 13+50 14+00 C5 rC ,I O N a ' SHEET NOTES ,I I ` a 3 I CV e. I o I id I pp 1 A. SEE SHEET C1.1 FOR GENERAL NOTES. ��SS�ONSLEE�G�y Id �. o 3 I W+ I B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Quo FD �� a F I I I C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 1 a 3 .I I ( I BEYOND PROPERTY BOUNDARY. s09-23-21 o D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD OF \OQ� I a MANHOLE TYPE A PER ISPWC STANDARD DRAWING qTT a SD-501. INSTALL MANHOLE FRAME AND COVER PER HEW S a 3 ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. c 3 1 I s< _ E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC I c, s I al O _ I FL STANDARD DRAWING SD-511A AND SD-512. MINIMUM" COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. D I ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM ay3 D-3034. SEWER SERVICES WITH LESS THAN 18" _ VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 5 ' 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE s I " ° I - -r LENGTH OF THE SERVICE. Lu _ 3 F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS < a FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 0 PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE OF MANHOLE. G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SEE SEWER PLAN s° SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SHEET C5.5 �? I N EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 2 w wz+ +�w w �'� TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 14 7- 3 s ( SSMH L-4 � 1 5" `♦ BASED ERLOINESOF SEWER STATIONING TAKEN FROM �� m a ° 1 _ _ — W. LOST RAPIDS ST. SSMH L-5 SSMH A-16 r 15+0 3 a z SSMH A-15 2 ° SSCO N-2 11+0 1 'T' � 11+o KEYNOTES O 11 \.%L 'L r�/ — %wss ISSCO N-1 SS I 1 . a I SSMH A-14 UTILITY MAIN/MAIN CROSSING - 2 SSCO M-1 1 _ I SSMH M-2 _ / ® as as 3 ° MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu s° I OF THE POTABLE WATER AND NON—POTABLE Of r O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a SEE SEWER PLAN s° I AMENITY, ETC.), PER CITY OF MERIDIAN SEE SEWER PLAN s° A. a REQUIREMENTS. SEE SEWER NOTE 2 AND WATER SHEET C5.5 ( ` / SHEET C5.4 I ; ��,�, NOTE 2, SHEET C1.1 FOR MORE INFORMATION. z r C5 ° i0 I . UTILITY MAIN/SERVICE CROSSING _ C a _ MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 1, _ Ia OF THE POTABLE WATER AND NON—POTABLE I © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 0 s s AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER _ s o NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o Al I C5 I , 1 I �a I C5 o I' 'dd T A3 I : Pi $ I I a I a �« SEWER ALIGNMENT M SEWER ALIGNMENT N SEWER ALIGNMENT L 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Plan/Profile Scale: 1" = 30' mz Profile Vertical Scale: 1 = 3' Profile Vertical Scale: 1" = 3' Q w ^ v ^ C z ^ Ozw (n 00 v v ^ . i -- z w 3 ao ao 00 v z p 3 C» 00 0 _uj z _ w - o: � °° o�o0000 00 `moo L W CO Co Co p N CO •Lo't It 00 00 00 - O op 5 J fJ � Cq0000 o z +� � Q +MNNN j Z +C'4 Z O� N 00 h7 r Q Cn r� N O cp � W N _ O N O = N Z Z Z O O N O _ 2535 Q +MNNN _ > Z _ � � LLJ o I N W 0_ Z cn � » > > U "g > '� � I �i � N ,� z z z N 2535 2535 z z z z 2535 2535 N 2535 ON/I N 2 N - - - O +r') ~ (n D' - - - — N � Z CyN Q +n (N I N � 1..1. Lo N o NO � :2 > > = No o .. cn FrZ _ — �Cf) > (ten � ? z N :. > W U) � > %�� ��� _ EXISTING GROUND N FEZ /I FINISHED GROUND N o' Z U Q � � z — EXISTING GROUND / l� L�J W - - - - - - W 3�' / FINISHED GROUND Lu FINISHEDR EXISTING GROUND � V) GROUND Lu SLEEVED 4" PRESSURE 2530 2530 2530 2530 2530 Ln IRRIGATION CROSSING SLEEVED 4" PRESSURE SLEEVED 4" PRESSURE IRRIGATION CROSSING IRRIGATION CROSSING 8" WATER MAIN CROSSING 18" STORM CROSSING 18" STORM CROSSING 8" WATER MAIN a CROSSING X N M z 2525 8" WATER MAIN 2525 2525 2525 2525 2525 CROSSING 12" GRAVITY IRRIGATION MAIN CROSSING 0 0 a z 0 d a 0 2520 2520 2520 2520 2520 12520 N O M o 60' f 8" PVC @ 0.40% 25' of 8" PVC @ 0.4 0 R 35' of 8" PVC ® 0.30% 0' of 8" PVC 0.40% E N G I N E E R I N G 70' of 8" PVC @ 0.40 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 W EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTE LINE OF SEWER PIPE ALIG MENT 40' of 8" PVC © 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT kmengllp.com N FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT FINISH GROUND CENTE LINE OF SEWER PIPE ALIGNMENT ol 2515 2515 2515 2515 2515 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB g w � OR (R °r' N O1 00 0) o M 7 CHECKED BY: MSD/AY d N N C j N N 't C j (mil N N o U) V) M LO ,LO LO LO � r� LO M LO � rNj U M DATE: 9/23/21 N N N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 10+50 11+00 11+50 12+00 10+50 11+00 11+50 12+00 14+50 15+00 15+50 16+00 C5 0 N a SHEET NOTES NAL • < a 3 A. SEE SHEET C1.1 FOR GENERAL NOTES. SS�O ENG��Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. ' 3 C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 4 a w BEYOND PROPERTY BOUNDARY. _ 0 09-23-21 0 O BE 48"a 14 I D. SEWER MANHOLE SHALL DIAMETER STANDARD A PER ISPWC STANDARD DRAWING '99TF OF �• 115 14 13 12 11 3 3 SD-501. INSTALL MANHOLE FRAME AND COVER PER TTHEW S. � y w 9O ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER \ a PER ISPWC STANDARD DRAWING SD-508. 3 SEE SEWER PLAN °y h • E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC • \ SHEET C5.7 3 ' STANDARD DRAWING SD-511A AND SD-512. MINIMUM _ COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. STA: 11+70.78 STA: 12+18.52 ° a: a ° ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM 3 STA: 521.8 52 STA: 13+17.97 10 .3 D-3034. SEWER SERVICES WITH LESS THAN 18" INV: 2522.24 INV: 2522.04 INV: 2521.84 INV: 2521.62 13 L: 28.6' L: 28.6' L: 28.6' L: 28.5' \ \ VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE IF IF3 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE � ° �• �'� SVC SVC SVC � • I � a LENGTH OF THE SERVICE. Lu F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a R/w R/w /w R/w R w R/ R/w R/w R/w R/W- 3 10 3 FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 9 y° • y �, , ,y R/W ° • PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE 3 1 00 " _R/W �) a OF MANHOLE. • w G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SSMH B-2 SSMH D-1 g • 3 SEE SEWER PLAN SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY °' - - N. STREAMER WAY- - 171°. _ a 12 SHEET C5.13 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR _ Q TO INSTALLATION. SERVICE LENGTH AND INVERT ARE M/a ,�, BASED ON SD-511A. STATIONING TAKEN FROM ° "T-w w w w w w wIw w w w SSMH D-2 di 3 M/a _� � � ? CENTERLINE OF SEWER ALIGNMENT. 9411", w w MM/a ` KEYNOTESO M/21 M/LI .a M/8 M/N M/21 M/21 M/21 M/21�M a _w • �_ SVC ate. w A _ • �M/a- 23 UTILITY MAIN/MAIN CROSSING N O SVC �, N . M/a . / > F SVC �� MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu �_ mAL Of C " STA: 1 1+75.74 STA: 12+33.48 STA: 12+89.47 ° OF THE POTABLE WATER AND NON-POTABLE INV: 2522.40 INV: 2522.16 INV: 2521.92 STA: 13+67.75 w • • � PIPELINES (SEWER, STORM DRAIN, IRRIGATION, � y � -� L: 48.4' L: 48.4' INV: 2521.68 3 /�R . ° „, AMENITY, ETC.), PER CITY OF MERIDIAN L: 48.5' I F /W �° , REQUIREMENTS. SEE SEWER NOTE 2 AND WATER � r" L: 46.2' 3 � 1 N Q R/� _ 0 NOTE 2, SHEET C1.1 FOR MORE INFORMATION. W, y • I 24 UTILITY MAIN/SERVICE CROSSING °' 3 SSMH D-3 O MAINTAIN HORIZONTAL AND VERTICAL SEPARATION R/W 3 L R/W ' OF THE POTABLE WATER AND NON-POTABLE O O O O . -R�W' ° • •y © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 3 2 R Lu 3 AMENITY, ETC.), PER CITY OF MERIDIAN z REQUIREMENTS. SEE SEWER NOTE 3 AND WATER 10 , NOTE 3, SHEET C1.1 FOR MORE INFORMATION. ,y o y _ SEE SEWER PLAN L z SHEET C5.14 SEWER ALIGNMENT D 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z Q o CL o 3:zv o zF_ vv 00 ro (DZ G w (o (o CD z ....,, Q v�v_ Q W z =N � N u) LO V) � 00 00 00 _ m +� NN N Q O p) n2530 N Z Z O n 2530 N � � � �v + L>> > O Ln 00 _vJ N z z z FINISHED GROUND O +N N 0 +N N N N 0) 0 LU CL W U 2 N Z O = N Z Z Z � M *'t 06 06� � z z can >> > > M L0 C/) - Lu N � - EZZZ Z p +CNN H W N 0 EXISTING GROUND LL.I 2525 2525 8" WATER MAIN CROSSING 0 d a N 8" WATER MAIN N CROSSING SLEEVED 4" PRESSURE IRRIGATION CROSSING z 2520 1 1 1 1 1 1 2520 0 a z 9 2 0' of 8" PVC ® 0.40% Z 95' of 8" PVC @ 0.40% 4 0 2 0' of 8" PVC ® 0.40% V 2515 LJ 2515 0 N M N z O E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 o PHONE(208)639-6939 ffi 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG WENT kmengllp.com 0 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2510 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z co cn ,n ,� N `n rn CD rn O 11) N (n N (n o 0) n '� � r It0) a, 'o CHECKED BY: MSD/AY a r) 00 LO N O . I- . LO . O . (O . i"7 O� � z I� r r, � r (O (O (D (D (O (O Ln r� o N N� N N� N CN N N N r N N N N N N N N N N N N N 04 �n Cn N N N N N N N N N N CN N N� N N CN DATE: 9/23/21 Ln D 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 PROJECT: 21-099 SHEET NO. V 10+75 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 C5rC O N a r SHEET NOTES I I - • • • • �v • • S\pNAL E a / \ A. SEE SHEET C1.1 FOR GENERAL NOTES. ST O G 11 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q� O ° M C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' BEYOND PROPERTY BOUNDARY. J, 9-23-21 I 9 10 11 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD OF ° O O MANHOLE TYPE A PER ISPWC STANDARD DRAWING '9T _ 12 13 s SD-501. INSTALL MANHOLE FRAME AND COVER PER THEW S. a ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER 3 14 15 16 17 18 19 20 PER ISPWC STANDARD DRAWING SD-508. SEE SEWER PLAN E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC LEFT STA: 11+75.62 STANDARD DRAWING SD-511A AND SD-512. MINIMUM 8 INV: 2521.87 STA: 12+15.84 COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. INV: 2521.71 STA: 12+56.03 ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM STA: 11+37.16 L: 50.1' L: 50.4' INV: 2521.63 STA: 12+96.22 s �v D-3034. SEWER SERVICES WITH LESS THAN 18" a INV: 2521.87 L: 49.4' INV: 2521.30 STA: 13+36.36 STA: 13+78.92 STA: 14+18.92 STA: 14+58.92 STA: 14+98.92 STA: 15+58.92 VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE L: 36.5' L: 48.4' INV: 2521.23 INV: 2521.14 INV: 2520.80 INV: 2520.46 INV: 2520.62 INV: 2519.99 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE ° SVC SVC L: 47.7' L: 48.5' L: 48.5' L: 48.5' L: 48.5' L: 48.5' LENGTH OF THE SERVICE. M/a M/a . M/ -M SVC SVC SVC SVC 0U F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS Q /a ° FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. SEE SEWER PLAN %* ° .s° . M- M/a PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE STA: 10+63.20 ° \RIGHT {{j� W-W by s M/2I M/21� ° M/21 M M/ . M a /21 /21 M/u 1_ 1 a ° M/21 M/ W -INV: 2522.86 �M� 99 W w w ° s< s , W OF MANHOLE. 0 SSMH G-2 - G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER L: 41.4' \ W _ w w w W �i w w w w w w w w = SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SSMH G-3 12+00 - _ V) EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR M _ _ _ _ _ _ TO INSTALLATION. SERVICE LENGTH AND INVERT ARE SVC S SSMH G-2 °'� M M 3 1 +00 W BASED ON SD-51 1A. STATIONING TAKEN FROM 11 0 8 . 14 00 3 15 00 3 (W CENTERLINE OF SEWER ALIGNMENT. "IQ R w / s Z . 6 Ri 1 . / � IV '\R/w a R/w° R w °. s , s °°s< s° s ° ' W KEYNOTES o SVC SSMH G-1 w � SVC / RW RW RW ° RW RW 7RW RW RW RW RW RWSQ / / / / / / / / / / / Raw % z UTILITY MAIN/MAIN CROSSING > Lu R \ � SSMH H-1 � MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu STA: 10+97.20 Lu SVC � � � �' STA: 12+29.67 SVC SVC J - STA: 12+07.84 SVC �v INV: 2521.39 STA: 12+85.11 SVC OF THE POTABLE WATER AND NON-POTABLE Of INV: 2522.41 INV: 2521.93 � L: 27.0' Ak AL PIPELINES (SEWER, STORM DRAIN, IRRIGATION, L: 19.0' STA: 1 1+48.86 INV: 2521.15 STA: 13+29.66 INV. 2522.08 L: 21.6' � �' STA: 13+73.68 STA: 14+16.68 STA: 14+63.68 STA: 15+08.68 STA: 15+48.68 ' AMENITY, ETC.), PER CITY OF MERIDIAN Iv L: 28.4' INV: 2521.08 STA: 12+52.32 �s � �, INV: 2520.48 INV: 2520.68 INV: 2520.34 INV: 2520.29 INV: 2519.90 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER l L: 26.3' INV: 2522.56 ,v L: 29.2' L: 28.5' L: 28.5' L: 28.5' L: 28.5' L: 28.5' NOTE 2, SHEET C1.1 FOR MORE INFORMATION. J L: 33.8' J' �' UTILITY MAIN/SERVICE CROSSING 3 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION �v 22 OF THE POTABLE WATER AND NON-POTABLE O O O PIPELINES (SEWER, STORM DRAIN, IRRIGATION,4 �v �v 21 20 19 18 17 16 15 © AMENITY, ETC.), PER CITY OF MERIDIAN�v �v O O O O O REQUIREMENTS. SEE SEWER NOTE 3 AND WATER O 3 w o �v NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o cn IV Z ° . I SVC INSTALL GREEN STANDARD SERVICE MARKER PER �v I, ISPWC STANDARD DRAWING SD-512. .� -V �y SEWER ALIGNMENT G SEWER ALIGNMENT H 11+00 TO 15+50 0 30 60 90 0 30 60 90 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z O QLn J + o � Ln 0 C� zo z0 W - W r-1 Z o :ELU z _ 2 _ Z LL. 2535 2535 2535 2535 E = w J 2 Q W CL o Cir- V 2J ?: V) - Q w W or_ oC cn W LU w 'uj--^ Lu cn 2530 2530 2530 0^ ^w 2530 O w ^ 00 �- 00 .�. .; N N z 00 00 00 in z ao 0 .o Cy Cy CV 00 00 N N O O I � � N ao CO N 0 N rn � _ _ C' +NNN H NCV 00 L I 0 � N ON O Z Z D N N CO C� +NNN I to N = N - - O tn * N to N � Z Z D = +NN H � � > > > N O C-1 C V N r� L O N L O = 04 o _ _ O Z x N 0 +NNN (� +NN � N � ZZ Z N .. � ^N 2 N Z Z O 2 N Z O U) 0 Z Z FINISHED GROUND > > > > > FINISHED GROUN z 2525 � NE 2525 2525 D 2525 o a z w - - - - - - - a EXISTING GROUND EXISTING GROUND [::=8 of 8" PVC 0.60% " PVC COD 0.60% 1 g O 55' of g 255' of 8" PVC @ 0.40 0 D 2520 2520 2520 2520 0 40% N M N Z O 3 E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 0 PHONE(208)639-6939 w EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT kmengllp.com 2515 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2515 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB g N O N LO 00 0) O N (0 o (0 o 0 r 0 N n co CHECKED BY: MSD/AY a N O Cq M � O M M to M M Co Co M Crn z N N ri M o N N N N N N N M N j Ih r7 M CNo� M M 04 CNI Cq 9/23/21N N N N N N N N N1 to 0 0 �LO LO 0 M N N N N N N N N N N NLn N N N N N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. 0 10+75 11+00 11+50 12+00 12+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 C5. � N a SHEET NOTES • r \�� `v\FF� A. SEE SHEET C1.1 FOR GENERAL NOTES. \ONAL ST G� ENG,y� IV B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. �v C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 1 c, FD BEYOND PROPERTY BOUNDARY. �vs 09-23-21 0 Fo \ D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD OF MANHOLE TYPE A PER ISPWC STANDARD DRAWING '9T Ai Fo SD-501. INSTALL MANHOLE FRAME AND COVER PER THEW S 20 21 22 23 24 25 26 27 28 29 c� \ Fo ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER O30 I �M/a Fo PER ISPWC STANDARD DRAWING SD-508. , I, �Mh$ s ' E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC P STANDARD DRAWING SD-511A AND SD-512. MINIMUM A' Fo COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. �v - Fo ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM STA: 15+98.92 STA: 16+38.92 STA: 16+78.92 STA: 17+18.92 STA: 17+58.92 STA: 17+98.92 STA: 18+38.92 STA: 18+78.92 STA: 19+18.92 D-3034. SEWER SERVICES WITH LESS THAN 18" INV: 2520.33 INV: 2520.17 INV: 2520.01 INV: 2519.85 INV: 2519.69 INV: 2519.53 -V / VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE INV: 2519.87 INV: 2520.21 INV: 2520.05 3 L: 48.5' L: 48.5' L: 48.5' L: 48.5' L: 48.5' L: 48.5' A� LE PVC C900OF WATER CLASS PIPE FOR THE ENTIRE L: 48.5' L: 48.5' L: 48.5' � i LENGTH OF THE SERVICE. � IV w SVC SVC SVC SVC SVC \ F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS Q / -I FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. NI 3 � PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE MA ° a ° M/ a M N a M/8 MA ° MAym/2j M/21 ° MA M/M M e /2Ja M/a /b M/21 OF MANHOLE. r ° ° SSMH H-3 G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER W - W W W W W W W W W W W � W W W W W W W W / SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY Z EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 3 2` 3 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE - Fill - -W. FIRELINE DR.- - �L - - - -W. FIRELINE DR. - - 1 �, BASED ON SD-511A. STATIONING TAKEN FROM 16 00 17+00 18 00 13+00 20+00 III ° a CENTERLINE OF SEWER ALIGNMENT. < z rn °1 s° ° s. ° SVC KEYNOTES o R/W R/N ° R/W R/W R/W °R/W . R/W R/W° SSMH D-3 s - R/W R/W R/W R/W R/W° R/ R W /W W aR/ R/W ° ° SSMH H-2 UTILITY MAIN/MAIN CROSSING VC SVC STA: 20+12.44 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu •m SVC SVC ��v °s° y 3 SVC INV: 2520.47 o OF THE POTABLE WATER AND NON-POTABLE �v L: 45.9' PIPELINES (SEWER, STORM DRAIN, IRRIGATION, rn ' STA: 15+93.68 STA: 16+40.68 STA: 16+84.62 STA: 17+94.74 STA: 18+35.68 STA: 18+75.68 STA: 19+15.68 STA: 19+55.68 STA: 19+95.31 AMENITY, ETC.), PER CITY OF MERIDIAN INV: 2520.24 INV: 2520.04 INV: 2519.88 „ INV: 2519.65 INV: 2520.00 INV: 2520.34 INV: 2520.18 INV: 2520.02 INV: 2520.26 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER L: 28.5' L: 28.5' L: 28.5' �� 70 L: 28.5' L: 28.5' L: 28.5' L: 28.5' L: 28.5' L: 28.5' NOTE 2, SHEET C1.1 FOR MORE INFORMATION. ° r ° UTILITY MAIN/SERVICE CROSSING m �� �1 p MAINTAIN HORIZONTAL AND VERTICAL SEPARATION W s OF THE POTABLE WATER AND NON-POTABLE © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 15 14 13 12 ° AMENITY, ETC.), PER CITY OF MERIDIAN SEE°SEWER PLAN 2O 1 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o �v SHEET C5.12 z INSTALL GREEN STANDARD SERVICE MARKER PER IV SVC ISPWC STANDARD DRAWING SD-512. s 3 SEWER ALIGNMENT H 15+50 TO 21+00 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =3' zQ Q + J � � N O o zo zo w W + o LQ w oc > 2535 2535 H w E = z OLu Cz u � J L.0 Q L.0 = Lu L F) W w 2530 w v Z 00 2530 V) CID r- 00 00 rn rn O) 0) M (o O) M N Mop 06 N N - N N � I) 2 +NN H NO d +N N N = N Z Q m > 2 N Z Z O :� > > Z x Z Z Z N Z Z N FE - - - 2525 FINISHED GROUND /• z 2525 0 - - - - I 0 - - - - I / EXISTING GROUND z I � I o d a 0 2520 2520 m 380' of 8" PVC C� 0.40% 27 ' of 8" PVC @ 0.40% z 4 15' of 8" PVC ® 0.60% 3 E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 0 PHONE(208)639-6939 ffi 3 EXISTING GROUND CENTEF LINE OF SEWER PIPE ALIG14MENT kmengllp.com 2515 FINISH GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB az cv cD o cn cn o o CHECKED BY: MSD/AY r- F, U-) In O 0 (D In 00 (0 00 (0 00 0� 00 00 � z vi raj � r7 'i I IIt 4 4 � Id) o N N N N N 17; LID U-) LID LIDN N N N N N N O N N N N N (V N N N N N DATE: 9/23/21 N N N N N N N N N N N N N N N N N N N N N N N LO N PROJECT: 21-099 SHEET NO. 0 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 C5. 14 0 N a i cmp � I �Fp I SHEET NOTES w�ae cM I A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �C�SS\O\STE EN�14- F \ - - - - - B. SEE CITY OF MERIDIAN STANDARD DRAWINGS FOR WATER w I�FD DETAILS. 1 W W \ C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL I a.a.w W \pj CHANGES OF REQUIREMENTS.DIRECTION PER CITY OF MERIDIAN J'�go9-23 2OP O � 0 F W a P\\ Fp D. WATER MAINS SHALL HAVE A MINIMUM OF 48" AND A �9TTNEyy S. 7 / MAXIMUM OF 72" OF COVER DEPTH. SEE SEWER SHEETS P Fp C5.1 THROUGH C5.6 FOR PARALLEL WATER MAIN W 1-8" 145' ELBOW PROFILES. 0- d / w W N:2433458.36 E:726584.07� w E. SAWCUT I MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, 1-8" MJ 22.5° ELBOW FD AND ACHD REQUIREMENTS AS NEEDED. _ O N:2433549.40, E:726582.47---ED I Ell ED 8 11 1-8" J 2. 5' ELBOW W O 12 N:726553.4482, E:2433616.11� 36, KEYNOTES w w/ O ♦PI �Ma ED _ED Lu 1 13 1-FIRE HYDRANT ASSEMBLY FH D _Ep UTILITY MAIN/MAIN CROSSING o W w 1-8" 1X 16" FLG TEE _ED MAINTAIN HORIZONTAL AND VERTICAL SEPARATION WDM WDM 14 15 1-6" FLG X MJ GATE VALVE P��PI �I OF THE POTABLE WATER AND NON-POTABLE E45 Y O N: 726530.80, E: 2433723.91 ��PI ED 0 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, W a 1-8" MJ 45° ELBOW 16 17 PI �I / AMENITY, ETC.), PER CITY OF MERIDIAN W ED i REQUIREMENTS. SEE SEWER NOTE 2 AND WATER N:2433437.61 E:726564.04 90 LF 8" PVC, w I w W� W , \� WDM 18 W19 20 PI PI cl� NOTE 2, SHEET C1.1 FOR MORE INFORMATION. . O Pr W 30 LF 8" PVC 21 1-FIRE HYDRANT ASSEMBLY 1 10 LF' 1-8" 1X 16" FLG TEE FH Fp UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION s 8' PVC 23 1-6" FLG X MJ GATE VALVE OF THE POTABLE WATER AND NON-POTABLE W O3 W w70 LF 8" PVC W cn WDM 24 N: 726460.91, E: 2434056.65 © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, z / 55 LF 8" PVC s _ 25 w �_ WDM W w w w W s W .,34p �F g» O 26 SFo REQUIREMENTS. SEE SEWER NOTE MERIDIANAMENITY, ETC.), PER CITY OF 3 AND WATER O W w_ 0 W W w s_ w' FIRE(I W C WDM 27 28 W NOTE 3, SHEET C1.1 FOR MORE INFORMATION. w 2 c� 2 0- 15 LF 6" PVC WDM w O ` : W 22 sl NE pR y� 29 W w W W �\ INSTALL BLOW-OFF PER CITY OF MERIDIAN WATER �`\ C�D SPECIFICATIONS AND STANDARD DRAWING W13. I I WDM . , ,. 30 F 1-2 BLOW-OFF ASSEMBLY FOR BO W W W J 1-FIRE HYDRANT ASSEMBLY 21 s w W FUTURE WATER MAIN EXTENSION INSTALL 1 1.25° BEND (MJxMJ) AND THRUST BLOCK. • 1-8" MJ X MJ 6" FLG TEE 20 s W WDM �G� 1-8" MJ GATE VALVE GV E11 SIZE AS INDICATED. w W yy w 1-6" FLG X MJ GATE VALVE FH s 23"^ �+ Q N:726463.85, E:2434359.18 190 LF 8" PVC N: 726508.24, E: 2433436.630 19 m W 5 �F 8„ W W 00 E22 INSTALL 22.5° BEND (MJxMJ) AND THRUST BLOCK. 18 WDM s_ W PVC SIZE AS INDICATED. lw 17 16 s FIRELI IN CTI W 90 Fo I E45 INSTALL 45° BEND (MJxMJ) AND THRUST BLOCK. W. STURGILL PEAK ST. 1 Iw O SIZE AS INDICATED. '1-8" FLG TEE TEE w 1-8" FLG TEE TEE 15 s s .2-8" FLG X IGATE VALVE W W 2-8" FLG X MJ GATE VALVE 14 W.' s 5 3 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN N:726447.84, E:2433435.56 GV Id 13 WDM s a3� STANDARD DRAWING W8. w N:726451.19, E:2433245.09 GV CE) N b � >�W Id / �' 12 Fp a3 a3� O INSTALL TEE (FLGxFLG). z I o w W w Id I� 8 E45 1-8" MJ 45° ELBOW N N W W W W a3 SIZE, AS SINGLE SOD METER SERVICE CONNECTION 0 O � W W W W I 2 O 7 N:2434287.67 E:726412.39 W W W \ WSM PER CITY OF MERIDIAN STANDARD DRAWINGS m a o -, 15 LF 6" PVC O O 4 coO6 WSM w W W W1 AND W3. �/SM 000� 1-FIRE HYDRANT ASSEMBLY S� WDM 0 GI w ' �r 1-8" 1 X 1 6" FH O Id O W INSTALL DOUBLE METER SERVICE CONNECTION PER W W FLG TEE 6 11 ' 3 w w W �I w w WDM CITY OF MERIDIAN STANDARD DRAWINGS W2 AND a -� W 1-6" FLG X MJ GATE VALVE 1-8" MJ 1 1.25` ELBOW Id 9 O W W W W W3' O3 D W N: 726268.65, E: 2433460.11 WDM E11 Id O 1 W W W I INSTALL GATE VALVE (MJxMJ). G N:726266.2885, E:2433669. O C�D SIZE AND QUANTITY, AS NOTED. w m w WDM WSM WDM WDM 1-FIRE 9 ANT ASSEMBLY FH f W 1-8" M MJ 6" FLG E H d�� 15 LF 6" PVC 1-6" FLG X MJ GATE 10 E Id w o GV TEE 1-8" FLG TEE M M 210 LF 8" PVC_ - N: 726235.79, E: 2433814.98 d 1 2-8" FLG X MJ GATE VALVE - ' N:726268.97, E:2433432.41 I s s s Is s -15p �F WDM 10 I Ids - - I��r i 8 PVC M�, W � W 1-8" FLG TEE TEE GV WSM s sw. PARA�HUT M 2-8" FLG X MJ GATE VALVE > E DR N:726193.4, E:2434016.58 W W O 25 LF 8" PVC s 205 LF WDM WDM WDM M s 8» PVC, _ M 8o LF M� a WDM s M 8., PVc Z 1 1-2" BLOW-OFF ASSEMBLY FOR Q LO O a s_ FUTURE WATER MAIN EXTENSION BO J z " GATE VALVE 1 - 6 W O WDM 3 s 5 N:26176.53, E2434097.07 GV Q w o O N I• J 1 O O a- 5 9 10 Id M z d d Id Idd � orn w zI = dLdJGL- 1-2" BLOW-OFF ASSEMBLY FOR E11 1-8" 1 1 1.25° ELBOW _ � z FUTURE WATER MAIN EXTENSION BO N:726103.4089, E:2433997Ow O Q L U 1-8" MJ GATE VALVE GV �' N:726119.17, E:2433429.77 " � > DC � 00 a_11- I N 00 C 1 ow IWDM � LU DC Z 15 LF 6" PVC LU Q 12 V) I 1 D 111ML m 1-FIRE HYDRANT ASSEMBLY D 1-8" MJ X MJ 6" FLG TEE 1-6" FLG X MJ GATE VALVE -mod d � Ids Id d Id d 'ITT Id - �d-z � 1 726007.77, 1 2433996.71 13 * > I W � z WDM ao 1-FIRE HYDRANT ASSEMBLY W W W W W W rn J O7 1-8" MJ X MJ 6" FLG TEE F H 11 w 12 w 13 14 15 16 17 PI -Pi A � _ 1-6" FLG X MJ GATE VALVE 14 �F O N: 725860.91, E: 2434181.65 w 15 LF 6" PVC � FH w 1-FIRE HYDRANT ASSEMBLY rn 19 'M WSM 1-8" MJ X MJ 6" FLG TEE W WSM N BO 1-2" BLOW-OFF ASSEMBLY FOR T WDM WDM FUTURE WATER MAIN EXTENSION 15 15 LF 6" PVC 1-6" FLG X MJ GATE VALVE WDM I �• 6 N: 725857.30, E: 2434541.64IL WDM z 1-8" MJ GATE VALVE nIM w 1. 18 W rn C'V N:725864.26, E:2433843.57 M M m 1 330 LF 8" PVC �/ SMOKEJUMPER ST.- - 355 LF 8" PVC _ Z 150 LF 8" PVCF _185 LF 8" PVC M M M M M M M - M l M M f 5 s s s s s 25 LF 8" PVC s s s o r s s s s s s s s s WDM % f w � WSM WDM > WDM WDM z > WDM N WpM a- TEE GV 1-8" FLG TEE E)a(()1-8" mm 2-8" FLG X IGATE VALVE FLG TEE O O O 6 C 1 N:72�0.64, E:243420 3 48 4 5 a 2 F X IGATE VALVE O O O m N N:7:7 LG 25862.78, E:2433995.25 ��� 7O O8 O 10 11 r N Z "1 E N G I N E E R I N G + X x x x x X w • 5725 NORTH DISCOVERY WAY o I I �3 - - 03 - I - - � - - - - - - � � � L t • d • Id Id _ _ BOISE,IDAHO 83713 �a �a '' PHONE(208)639 6939 E.G. E.G. E.G. E.G. E,G, EG la� kmenglp.com - d0 - - - - - - _ - - - - TOP - - E.G. p E.G. E.G. . cl G E.G. E.G. a TOP BO m I I I DESIGN BY: MSD/WHB - ' FUTURE WATER MAIN EXTENSI N I 1-8" MJ GATE VALVE GV N:725714.71, �:2434207.02 I DRAWN BY: MSD/WHB Z I I I I I I I I I I I 1 CHECKED BY. MSD/AY o DATE: 9/23/21 WATER IMPROVEMENT PLANS PROJECT: 21 099 SHEET NO. 0 60 120 180 a Plan Scale: 1" = 60' C6. 1 0 N a MATCH LINE .- SEE SHEET C6. 1 SHEET NOTES N �I N S O9 5U A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. o� SSG ST EN n r I B. SEE CITY OF MERIDIAN STANDARD DRAWINGS FOR WATER / I DETAILS. 9 i C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL J, 09-23-21 0 I I I I 17 0 W CHANGES OF DIRECTION PER CITY OF MERIDIAN L^ W ''-' � REQUIREMENTS. ,� '9T�c OF O 0 �' / D. WATER MAINS SHALL HAVE A MINIMUM OF 48" AND A71� 9lTNEW S•��� I I 10 C) Id-:» _— z� \ I • N M E MAXIMUM OF 72" OF COVER DEPTH. SEE SEWER SHEETS \ I I c C5.1 THROUGH C5.6 FOR PARALLEL WATER MAIN I E PROFILES. _ E. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND I -FIRE w N PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, -� w FH 1-8" MJ X MJ 6" FLG TEE 18 19 I AND ACHD REQUIREMENTS AS NEEDED. I r / 1-6" FLG X MJ GATE VALVE 15 LF 6 PVC \ i / N: 725853.71, E: 2434899.46 I /\ 0 E KEYNOTES a ` w cp� i \ \ I WDM -0- WDM - p o o UTILITY MAIN/MAIN CROSSING Q \ 00 W W MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 1-2" BLOW-OFF ASSEMBLY FOR BO OF THE POTABLE WATER AND NON-POTABLE \ " _ s sil FUTURE WATER MAIN EXTENSION O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, i m N.JUMPLIST PL. 1-8" MJ GATE VALVE GV o AMENITY, ETC.), PER CITY OF MERIDIAN i \ •• N:725936.75, E:2434963.86 N o o REQUIREMENTS. SEE SEWER NOTE 2 AND WATER � 1-8"C FLG TEE \� 85 LF 8" PVC W W NOTE 2, SHEET C1.1 FOR MORE INFORMATION.* 2-8" FLG X MJ GATE VALVE \ \EFH N:725853.07, E:2434963.02 WDM a \ o p o UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION \ \ \ \ \ I11 . N I OF THE POTABLE ABLE WATER AND NON-POTABLE z E © PIPELINES SEWER, STORM DRAIN, IRRIGATION, \ > W W \ I 2 �I AMENITY, ETC.), PER CITY OF MERIDIAN Ocp� v� REQUIREMENTS. SEE SEWER NOTE 3 AND WATER \ \ WDM V) 00 NOTE 3, SHEET C1.1 FOR MORE INFORMATION. w Lu \ \ \ 14 E O REMOVE EXISTING BLOW-OFF AND CONNECT NEW aC \ \ \ _j R CON 12" WATER MAIN TO EXISTING 12" WATER MAIN. �— —1-12" MJ 22.5° ELBOW v o0 N O INSTALL BLOW-OFF PER CITY OF MERIDIAN WATER N:725443.5069, E:2435136.61 ( < e ° ' �, BO SPECIFICATIONS AND STANDARD DRAWING W13. N � E E < < E E E E E p o 15 CRS GV W `' INSTALL 11.25° BEND (MJxMJ) AND THRUST BLOCK. rg 77 7 " `'- 1-12" FLG CROSS E� E11 SIZE AS INDICATED. TO 8" REDUCER + s " I1 E12" MJ 22.5° ELBOW 2-12" FLG X MJ GATE VALVE E22 INSTALL 22.5° BEND (MJxMJ) AND THRUST BLOCK. "s N:725982.8959, E:2435145.84 N. RUSTIC OAK WAY FT — - — 2-8" FLG X MJ GATE VALVE E E E22 SIZE AS INDICATED. M N:725851.25, E:2435144.52 E FH INSTALL FIRE HYDRANT PER CITY OF MERIDIAN Pvc- - '12 275 LF 12" PVC_ ��'�" w w CON 45 LF �� • 4 h— 130 LF 12" PVC N 130 LF 12" PVC���> .1-12" MJ 22.5° ELBOW E22 STANDARD DRAWING W8. GF N:726050.4921 E:2435170.61 °z: 'E 1 �• F F E _ EXISTING — — �E E "I Ln c��d _ I "E J E� p C 1-FIRE HYDRANT ASSEMBLY EFH FIRE HYDRANT. > . 10 LF 6" PVC ^' ' o• ' E• 1-12" MJ X MJ 6" FLG TEE FH o TEE INSTALL TEE (FLGxFLG). FH 1-FIRE HYDRANT ASSEMB 1 15 LF 12" PVC W O SIZE, AS NOTED. n 00 _ 1-6" FLG X MJ GATE VALVE �a e 1-12" MJ X MJ 6" FLG T I C E N: 726063.03, E: 2435181.08 �, 1-6" FLG X MJ GATE VAL O � � E E 10 LF 6" PVC rRS INSTALL CROSS (FLGxFLG). N: 725719.45, E: 2435143. \ SIZE AS INDICATED. Dom M �E E :E W \ WDM INSTALL DOUBLE METER SERVICE CONNECTION PER ae I I � 0 CITY OF MERIDIAN STANDARD DRAWINGS W2 AND \ "E' E E E W3. I \ I I E '•"E E INSTALL SIZEAND QUANTITY, AS J NOTED. 1-2" BLOW-OFF ASSEMBLY FOR BO FUTURE WATER MAIN EXTENSION •� �3s �!� I I 1-8" MJ GATE VALVE Ci ° N:725850.13, E:2435256.06 GV \= o S�/C I I �► ,9 E I I I s s E E \\ F W S •� 1-FIRE HYDRANT ASSEMBLY FH z _ E' 1 1-12" MJ X MJ 6" FLG TEE 1-6" FLG X MJ GATE VALVE O �-- Q N: 726333.38, E: 2435406.88 z z E Cu z Lu� � w � _Crz w2 1 a > > LLj F O �c o M \ E E C/E 1 I E '• F,• ` � E E SE W L % O W W = l­_ E , p[ Lu Q %�A E E" h'o k 4"PI S w w R E, S : E Cam. 1-FIRE HYDRANT ASSEMBLY FH P� 1-12" MJ X MJ 6" FLG TEE 1-6" FLG X MJ GATE VALVE o N I I w w N: 726605.85, E: 2435634.44 a a m � E E •E~ ti \ \ �1 '� a E 5 LF 6" PVC c/ N / E • \ E a � I E ��e a"ss w w �� 0 8"W I V I� O + 0 " T z w d 8 I G\ E E \ E I p � E - I rn w W a � E11 1-12" MJ 11.25° ELBOW � N N:726771.0166, E:2435772.38 F MLn \ 1 rn N E " rn ZO G\ E N (^ E �+ ' II A, E ENGINEERING 2 E rn 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 — rn PHONE 208 639-6 939 P 6 PI 1 1 1s P 9T 9 9� kmengllp.com 93 J3 J3 J3 93I / DESIGN BY: MSD/WHB 9 • DRAWN BY: MSD/WHB 3 W CHECKED BY: MSD/AY a o DATE: 9/23/21 WATER IMPROVEMENT PLANS PROJECT: 21-099 SHEET NO. 0 60 120 180 a Plan Scale: 1" = 60' C6.2 O N a I SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �S G r G�y� B. SEE CITY OF MERIDIAN STANDARD DRAWINGS FOR WATER DETAILS. C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 1 4 CHANGES OF DIRECTION PER CITY OF MERIDIAN 09-23-21 0 REQUIREMENTS. OF �pP� D. WATER MAINS SHALL HAVE A MINIMUM OF 48" AND A 9lTNEW S. MAXIMUM OF 72" OF COVER DEPTH. SEE SEWER SHEETS C5.1 THROUGH C5.6 FOR PARALLEL WATER MAIN PROFILES. E. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, AND ACHD REQUIREMENTS AS NEEDED. KEYNOTES w UTILITY MAIN/MAIN CROSSING o MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER d3 d9� NOTE 2, SHEET C1.1 FOR MORE INFORMATION. GIN UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION EP EP OF THE POTABLE WATER AND NON-POTABLE N © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, z AMENITY, ETC.), PER CITY OF MERIDIAN O REQUIREMENTS. SEE SEWER NOTE 3 AND WATER v) NOTE 3, SHEET C1.1 FOR MORE INFORMATION. j 2 Lu CWT INSTALL 12" TEE AND CONNECT NEW 12" WATER ~ MAIN TO EXISTING 12" WATER MAIN. BO INSTALL BLOW-OFF PER CITY OF MERIDIAN WATER SPECIFICATIONS AND STANDARD DRAWING W13. OINSTALL 11.25° BEND (MJxMJ) AND THRUST BLOCK. E11 SIZE AS INDICATED. OINSTALL 22.5° BEND (MJxMJ) AND THRUST BLOCK. E22 SIZE AS INDICATED. CE) INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. OINSTALL TEE (FLGxFLG). °z TEE SIZE, AS NOTED. OINSTALL CROSS (FLGxFLG). CRS SIZE AS INDICATED. GV INSTALL GATE VALVE (MJxMJ). SIZE AND QUANTITY, AS NOTED. r r� r*i v J � m z Ln 1-2" BLOW-OFF ASSEMBLY FOR BO FUTURE WATER MAIN EXTENSION Q Q `z \ 1-8" MJ GATE VALVE z ~ c- m� N:726873.68, E:2435757.60 EP EP z �' -12" FLG TEE TEE 1-12" TO 8" REDUCER O o ° d3 d3 =_ I ( z W 1 N 2-12" FLG X MJ GATE VALVE ° ° z 1-2" BLOW-OFF ASSEMBLY FOR 0 LJ..I m \ Q 1-8" FLG X MJ GATE VALVE FUTURE WATER MAIN EXTENSION a m Q \ > w N:726839.05, E:2435812.65 1-8" MJ GATE VALVE B� w z Q 1-FIRE HYDRANT ASSEMBLY N:727197.38, E:2435824.96 O G/ 1-12" MJ X MJ 6" FLG TEE F H 1-12" FLG CROSS _ m F, 1-6" FLG X MJ GATE VALVE 2-12" TO 8" REDUCER CRS Lu s a •N: 726894.60, E: 2435845.52 1-8" FLG TEE TEE 1-FIRE HYDRANT ASSEMBLY FH w O km ES h < 2-12" FLG X MJ GATE VALVE 1-12" MJ X MJ 6" FLG TEE F E F 2-8" FLG X MJ GATE VALVE 3-8" FLG X MJ GATE VALVE �� v N:727434.21, E:2435894.79 1-6" FLG X MJ GATE VALVE N (/) ^E T �N:727196.71, E:2435892.42 N: 727537.91, E: 2435895.84 0 \ F 2' AVC 20 LFw 12" PVC F ci �i -G4 2 �i 3 ci i GI Gi GI GI G k-- LJJ Q 00 Us 75 LF 12" PVC, s 77 - ��/ F ° 200 LF — — Ln -s — — 1-12" FLG TEE CWT Q 35 LF 12" PVC i 3-12" FLG X MJ GATE VALVE F 12" PVC P Pi Pi Pi Pi P7-w- �P Pi Pi —N. RUSTIC OAK WAY- Pi Pi Pi Pi Pi Pi Pi Pi— Pi 04 N:728306.54, E:2435907.38 - - W W W _ _ 85 LF 12" PVC 200 LF 12" PVC 100 LF 12" VC 160 LF 12" PVC ��W 1-12" MJ 22.5° ELBOW E22 F F' ,. . 170 LF 12" PVC W W W 345 LF V12" PVC W W N:726912.6683, E:2435856.22 1 2 $65 12" PVC 0 �E E E E E E E 1 E E E E E E E E E E E 10 LF 6" PVC P�'+TNT�� �'} ��`1-FIRE HYDRANT ASSEMBLY 40 LF 8" C 15 LF 6" PVC _'_ _^ �a ^• . ^. ,, ^ N 1-12" MJ X MJ 6" FLG TEE E11 1-12" MJ 11.25' ELBOW 1-12" MJ 1 1.25° ELBOW Ell 15 LF 6' PVC 1-FIRE HYDRANT ASSEMBLY 30 LF 6" PVC N:727720.5488, E:2435901.50 CH) 1-12" MJ 11.25° ELBOW D 1-6" FLG X MJ GATE VALVE N:727697.0898, E:2435897.44 1-12" MJ X MJ 6" FLG TEE t ((�)N:72711110.6819, E:2435891.56 N: 727232.98, E: 2435892.78 1-FIRE HYDRANT ASSEMBLY — — 1-6" FLG X MJ GATE VALVE' W M p 25 LF 12" PVC FH — X cn 1-12" MJ X MJ 6" FLG TEE N: 728240.74, E: 2435906.72 N N 20 LF 6" PVC 1-6" FLG X MJ GATE VALVE � 55 LF 8" PVC 1-2" BLOW-OFF ASSEMBLY FORC�0 FUTURE WATER MAIN EXTENSION N: 727892.95, E: 2435903.23 z 1-2" BLOW-OFF ASSEMBLY FOR BO 1-8" MJ GATE VALVE a FUTURE WATER MAIN EXTENSION N:727433.79, E:2435937.04 I W E 1-8" MJ GATE VALVE 2 N:727196.17, E:2435946.33 I V O 0 1 a w w z o 0 o I w a I 0 w E N G I N E E R I N G o I 5725 NORTH DISCOVERY WAY I BOISE,IDAHO 83713 o PHONE(208)639-6939 kmengllp.com 3 I DESIGN BY: MSD/WHB m 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 WATER IMPROVEMENT PLANS PROJECT: 21-099 SHEET NO. 0 60 120 180 a Plan Scale: 1" = 60' C6.3 O N a KEYNOTES SHEET NOTES -' UTILITY MAIN/MAIN CROSSING A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS\ANAL ENC 1-2" BLOW-OFF ASSEMBLY FOR MAINTAIN HORIZONTAL AND VERTICAL SEPARATION �� r FUTURE PRESSURE IRRIGATION MAIN EXTENSION OF THE POTABLE WATER AND NON-POTABLE B. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 1-4" MJ GATE VALVE O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, THE LARGEST DIAMETER PIPE COMING INTO THE FITTING TEE Ep \ELEVATION: 2519.314 TMP CAP AMENITY, ETC.), PER CITY OF MERIDIAN OR VALVE. 1 9 1-4" FLG TEE N:726777.84, E:2433356.14 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 09'23-21 2-4" FLG X MJ GATE VALVE W \ NOTE 2, SHEET C1.1 FOR MORE INFORMATION. C. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL s� ELEVATION: 2521.236 \ SLEEVED ROAD CROSSING DETAIL, SHEET C7.3. ,� 9T�c nv �pP� N:726771.56, E:2433354.45- a O �'/ _36o UTILITY MAIN SERVICE CROSSING 9lT QF'� / D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL NEW S SIS P%F 4" ED MAINTAIN HORIZONTAL AND VERTICAL SEPARATION CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING �w p�C Ep OF THE POTABLE WATER AND NON-POTABLE SD-403. PIPELINES (SEWER, STORM DRAIN, IRRIGATION, W w SIS ED 1-4" MJ 1 1.25° ELBOW E11 © AMENITY, ETC.), PER CITY OF MERIDIAN E. CONTRACTOR SHALL REMOVE EXISTING FENCE AS 6 N:2433696.62, E:726657.62 O REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NECESSARY TO INSTALL NEW PRESSURE IRRIGATION a O NOTE 3, SHEET C1.1 FOR MORE INFORMATION. SERVICES ON EXISTING MAIN LINES; THEN REINSTALL OR w a O SIS ' ED O INSTALL TEE (FLGxFLG). REPLACE FENCE AND LANDSCAPING AS NEEDED. W 9 10 ED TEE SIZE, AS NOTED. COORDINATE WITH DEVELOPER, ADJACENT PROPERTY ED OWNERS, AND CITY OF MERIDIAN AS NECESSARY. SEE ED ARV INSTALL 11.25° BEND (MJxMJ) SHEET C1.2 TO C1.4 FOR MORE INFORMATION. �40 8 11 SIS E11 SIZE, AS NOTED. w N O 12 3B°CAP E _ED F. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND LL, 1 O SIS _ED _ E22 INSTALL 22.5° BEND (MJxMJ) PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, a SIS 13 SIZE, AS NOTED. AND ACHD REQUIREMENTS AS NEEDED. SIS M 14 'S66LF 4"D 1-4" MJ 1 1.25° ELBOW INSTALL 45' BEND (MJxMJ) 15 PVC E11 E45 SIZE, AS NOTED. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 16 SIS ED N:2434248.85, E:726541.63 PVC OR APPROVED EQUAL. G) w w w 17 SIS ' 1 ED E90 INSTALL 90 BEND (MJxMJ) W � i s � 18 35 LF 4 PVC O SIZE, AS NOTED. H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER 19 ei� ED THE DETAILS ON SHEET C7.4. COORDINATE LOCATIONS w 20 SIS O INSTALL GATE VALVE (MJXMJ) WITH PROJECT ENGINEER DURING CONSTRUCTION. SIS �- s w 21 �► A 1-4" MJ 22.5° ELBOW E22 CGD SIZE AND QUANTITY AS NOTED. 22 SIS N:2434279.80, E:726529.83 INSTALL PI SHORT-SIDE SERVICE. I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE SIS C$D PRIVATELY OWNED, MAINTAINED, AND OPERATED. 0 1-4" MJ 1 1.25' ELBOW E11 w s w�w „ r 25 Fo 90 LF 4" PVC > N:2433288.41, E:726525.30 w 26 \ LIS 0 INSTALL PI LONG-SIDE SERVICE. w d w S s _ 27 cn LIS o w 28 SIS INSTALL AWWA C-900 SLEEVE > t 22 s s - w' 29 W w ($LDPER DETAIL ON SHEET C7.4. w ~ w INSTALL DRAIN o w � � 21 - w. r . , •, 30 W � w Fo 45 LF 4" PVC CE) cn w W 1-4" MJ X MJ GATE VALVE W s m VALVE. N:726463.45, E:2433287.32 GV W 20 s w L , INSTALL CAP w a w w w W O s w_ GV 1-4" MJ X MJ GATE VALVE SLV CAP FOR FUTURE EXTENSION 19 N:726468.34, E:2434345.59 _ W 18 m s w INSTALL TEMPORARY PRESSURIZED IRRIGATION 100 - LIS 17 " " TMP DRAIN VALVE. SLV � � w � Fo d 15 s W INSTALL AIR �T-1-4" MJ X MJ GATE VALVE W $I$ o LIS 14 �/ i s GV 1-4" MJ X MJ GATE VALVE W �6o ARV RELEASE VALVE. - -N:726393.46, E:2433286.08 GV y� 13 W: • N:726435.82, E:2434380.39 w � O 1-4" MJ X MJ GATE VALVE _s LIS I w SIS LIS 12 N:726319.33, E:2434008.28 GV sr1 Fo\ z SIS �d LIS 1-4" MJ X MJ GATE VALVE GV '���� O N W 495 LF 4" PVC SIS d LIS 8 N:72Tp. 67, E:2434054.27 W p W W W W W W w W W W W W W W O O SLV LIS O 1-4" FLG TEE TEE W W W W /45 LF 4" PVC 2-4" FLG X MJ GATE VALVE ci w N $I$ W W W W 115 LF 4" PVC ELEVATION: 2522.880 W w w W W W 6�O 45 N:726285.62, E:2434168.78 1-2" BLOW-OFF _ ASSEMBLY O SIS LIS W w W W w O O W w W w 1 W W w FUTURE PRESSURERRIGATIONMAIN EXTENSION $I$ 1-4" MJ GATE VALVE O �F 4" PVC Id 11 � LIS .� �. �. w �. �. �. �. � �. �. d ELEVATION: 2518.853 TMP CAP O 9 LIS W DV N:726324.42, E:2434543.58 � w LIS ,, y 0 � � � � �. �. .� �. N f 10 SIS W .M .M M M M T _ M w ' w 10 a w - 2 � 4" PVC w 1-4" MJ 45' ELBOW O s S s S S M O d a 170 LF 4" PVC id N:2434498.84, E:726325.10 z 0- i' M 1-4" MJ 1 1.25° ELBOW E11 A s M -1 1 s W s 1-2" BLOW-OFF ASSEMBLY FOR -4" MJ X MJ GATE VALVE N:2434334.08, E:726250.90 GV J M Lo N:726183.60, E:2434147.35 c/1 O z W � 2 FUTURE PRESSURE IRRIGATION MAIN EXTENSION -' S s M_M�, o f 5 LF 4" PVC 1-4" MJ GATE VALVE Q 0a s �r��_M ELEVATION: 2523.640 TMP CAP z J 1-4" MJ 1 1.25° ELBOW E11 N:726248.81, E:2434542.43 LJJ W N LI$ � 1 O O O 5 6 s � .� N:2434146.47, E:726179.44 O Ir- W O O O s�O 50 LF 4" PVC z 3 s SLV w w O6 Lu SIS SIS $I$ SIS 5 1-4" MJ 1 1.25' ELBOW O W N E11 i 1 N:2434128.49, E:726135.19 LLJ 45 LF 4" PVC O 10 5 LF 4" PVC z O cl Id ^ Id I c Id I Id^, cl- G _ c Id _ 3 1-4 MJ X MJ GATE VALVE w 115 LF 4" PVC j - - - - 410 LF 4" PVC - L 35 LF 4" PVC o rn E90 1-4" MJ 90° ELBOW 'D N:726131.03, E:2434127.62 GV V z C� tl-4" MJ X MJ GATE VALVE GV O ELEVATION: 2522.409 SIS O 40 LF 4" PVC 0 C N:726129.34, E:2433442.91 N:726124.6839, E:2433855.42 3 1-4" MJ 1 1.25° ELBOW O Q z z 1-4" MJ 90° ELBOW E90 SLV 50 LF 4" PVC SIS E11 O ELEVATION: 2521.180 1-4" FLG TEE N:24341 19.04, E:726090.18 _ N:726131.1625, E:2433281.46 1-4" MJ X MJ GATE VALVE GV TEE 2-4" FLG X MJ GATE VALVE 11 ~ oC N:726129.87, E:2433395.91 ELEVATION: -4.200 a I c D_ (CAP TMP O LJJ Q SIS ItN:726090.20, E:2433854.81 - I 1-2" BLOW-OFF ASSEMBLY FOR c FUTURE PRESSURE IRRIGATION MAIN EXTENSION U G Q - U O LI_ 1-4" MJ GATE VALVE 1-4" FLG TEE (TEE () (D cr- CL N J 1-4" FLG TEE I ELEVATION: -4.200 2-4" FLG X MJ GATE VALVE L u 12 Lo 0 11 2-4FLG X MJ GATE VALVE TEE N:725982.55, E:2434815.88 ELEVATION: -4.200 w SIS ELEVATION: 2524.511 I N:725976.06, E:2434815.75 � �� N:725983.06, E:2434117.96 SLV 5 LF 4" PVC - J Lu V) Lo - rcr - Id - - - -� - - I - -Id I - w �I N O 695 LF 4" PVC , , � 1-4" FLG TEE TEE � cr_ 13 > SIS SIS SIS w SIS 2-4" FLG X MJ GATE VALVE o SIS SIS ELEVATION: 2526.041 t/') SIS N W W W W w 50 LF 4" PVC N:725923.56, E:2434815.22 W O7 O8 O9 10 11 W W 12 X J W w 13 14 15 16 17 > Pi m NOT A PART O o W w w W W d Z 14 V) o SIS GD1-4" MJ X MJ GATE VALVE SIS 3 W W W w W W W Li- wu LIS Z N:725877.20, E:2433851.05 w w W W W W W W 0 15 / w 6 w OL o �- N 1 1179=1 uo W 18W w N -M M M M M M M M M M M M M M tM M M M .M. Z SLV - - - _ M J-S S S S S -ems S S S S S S S s S S d f Y S S S o o { S S S s OMJ1-4" MJ X GATE VALVE 3 N:725830.21, E:2433850.22 N I > ON 0 O\l V J• "f 3 J O O O O O 6 1 O O O O � � 6 O O O 10 11 12 LS 362 ❑ E90 1-4" MJ 90' ELBOW SIS SIS $I$ $I$ SIS 1-4" MJ 90' ELBOW E90 ,/, ORNER ELEVATION: -4.200 Z f t x x N:725721.7465, E:2433848.31 I ' I ELEVATION: 2525.258 o - - - - - _ _ _ _ _x _x _ _ 1 _ _x _ 45 LF 4" PVC N:725714.0034, E:2434534.29 E N G I N E E R I N G $I$ 5725 NORTH DISCOVERY WAY Id _ $I$ BOISE,IDAHO 83713 �•3 325 LF 4" PVC 315 LF 4" PVC , 15 LF 4" PVC 51 PHONE 208 639 6939 ac E.G. E.G. E.G. E.G. E.G. E.G. - - - - - - - �GP - - - - dol - - 1-4" MJ X MJ GATE VALVE_ - -1-4" MJ X MJ GATE VALVE TGP GV N:725718.08, E:2434173.05 GV - - E•G• --E.G. - kmengllp.com I N:725717.55, E:2434220.05 _ - - SLV E90 1-4" MJ 90° ELBOW $I$ DESIGN BY: MSD/WHB I ELEVATION: -4.200 5 N:725697.0362, E:2434534.04 I I DRAWN BY: MSD/WHB 3 CHECKED BY: MSD/AY o DATE: 9/23/21 PRESSURE IRRIGATION IMPROVEMENT PLANS PROJECT: 21-099 SHEET NO. 0 60 120 180 a Plan Scale: 1" = 60' C7. 1 O N a SHEET NOTES I N 16 �I A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS\ONST fNG B. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 2� �G THE LARGEST DIAMETER PIPE COMING INTO THE FITTING I OR VALVE. 1 9 00, C. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL 09-23-21 J'I9 3: w W SLEEVED ROAD CROSSING DETAIL, SHEET C7.3. �9 lF OF �1) D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL l ANEW S•1 � . N E CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING \ I I SD-403. � SIS E NCE AS E — E. NECESSARY RTO H INSTALL ALL MNEW PRESSURE VE EXISTING EIRRIGATION w SERVICES ON EXISTING MAIN LINES; THEN REINSTALL OR J I I 18 19 �� db REPLACE FENCE AND LANDSCAPING AS NEEDED. \ I 11 E J I COORDINATE WITH DEVELOPER, ADJACENT PROPERTY d6O,\\y OWNERS, AND CITY OF MERIDIAN AS NECESSARY. SEE �, E `o �Od? ` SHEET C1.2 TO C1.4 FOR MORE INFORMATION. I i F. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND ,,, �_ ❑ o o y�d0 PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, a _U W W O�y AND ACHD REQUIREMENTS AS NEEDED. } / \ I 12 �, 1-4" MJ X MJ GATE VALVE GV s S_: N:725922.41, E:2434929.720 G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 \ — SLV x PVC OR APPROVED EQUAL. N ' \ SIS —M J 1~ 1-4" MJ X MJ GATE VALVE o o H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER \ \ J `n N:725921.94, E:2434976.72(G�VD THE DETAILS ON SHEET C7.4. COORDINATE LOCATIONS \ \ WITH PROJECT ENGINEER DURING CONSTRUCTION. N= "� 13 Fercs, - l 12 ❑ 8 I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 1-4" FLG TEE PRIVATELY OWNED, MAINTAINED, AND OPERATED. EL \ \ \ N 2-4" FLG X MJ GATE VALVE TEE O ELEVATION: 2525.326 w w KEYNOTES O N:725920.85, E:2435085.21 � cl� \ \ E J 1-2" BLOW-OFF ASSEMBLY FOR — UTILITY MAIN/MAIN CROSSING \ \ \ N 0 FUTURE PRESSURE IRRIGATION MAIN EXTENSION TMP CAP MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w � \ \ 14 E v 1-4" MJ GATE VALVE R OF THE POTABLE WATER AND NON-POTABLE of 3 ELEVATION: 2525.326 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, \ \ XSD I I E N:725920.85, E:2435085.21 AMENITY, ETC.), PER CITY OF MERIDIAN N, 1-4" MJ X MJ GATE VALVE— 25 LF 4" PVC REQUIREMENTS. SEE SEWER NOTE 2 AND WATER GV N:725689.65, E:2435105.89 E 15 < ` I E E E SIS 1-4" MJ X MJ GATE VALVE GV w NOTE 2, SHEET C1.1 FOR MORE INFORMATION. \ U E E EU E E N:725920.62, E:2435108.21 CL �'��,E E\. UTILITY MAIN/SERVICE CROSSING + — — _ SLV 1-4" MJ X MJ GATE VALVE MAINTAIN HORIZONTAL AND VERTICAL SEPARATION bps CS — — N:725920.12, E:2435158.21 GV `-' OF THE POTABLE WATER AND NON-POTABLE M M- � _ _ _ 15 LF 4" PVC IL — \'�\\\, E © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, GV 1-4" MJ X MJ GATE VALVE_ o 40 LF 4" PVC -o �1-4" MJ 11.25° ELBOW E11 w AMENITY, ETC.), PER CITY OF MERIDIAN N:725689.01, E:243515 1'89 �n, ,n SIS N:2435175.67, E:725966.55 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER o •� '.� 1 " .E SIS SLV E : E ��� � NOTE 3, SHEET C1.1 FOR MORE INFORMATION. z •E •E I E E E I F ' E; 1-4" MJ 22.5' ELBOW E22 `-' TEE INSTALL TEE (FLGxFLG). —15 LF 4" PVC— . E: N:2435189.00, E:726016.35 O SIZE, AS NOTED. -- — 110 LF 4" PVC 75 LF 4" PVC 50 ` ' E�" U 1-4" FLG TEE 1 I ' 1 �F P E. E W 4. INSTALL 11.25" BEND (MJxMJ) TEE 2-4" FLG X MJ GATE VALVE - E VC E \ E �a8 ELEVATION: -4.200 I O 45 LF 4" PVC E~ �' E11 SIZE, AS NOTED. N:725688.79, E:2435172.89 u_ SIS 2 ® E INSTALL 22.5° BEND (MJxMJ) � 3- Lo SIZE, AS NOTED. TEE / ag I CAP TMP 1-2" BLOW—OFF ASS 1-4" FLG TEE EMBLY FOR N - 2-4" FLG X MJ GATE VALVE E'^• ;• \ E t� INSTALL GATE VALVE (MJXMJ) FUTURE PRESSURE IRRIGATION MAIN EXTENSION _ _ E E E `-' GV SIZE AND QUANTITY AS NOTED. 1-4" MJ GATE VALVE I i ELEVATION: 2526.500 � E .•^F •. I ELEVATION: -4.200 N:725919.95, E:2435175.21 E O INSTALL PI SHORT-SIDE �E •.�, . E N:725687.85, E:2435245.88— ��� E E w w� SIS SERVICE. 1-4" MJ X MJ GATE VALVE 1-4" MJ X MJ GATE VALVE E 4 I \I I GV N:725801.70, E:2435174.02 N:725879.20, E:2435174.80 GV •� \ INSTALL AWWA SHEET C SLEEVE � SLV PER DETAIL SHEET C7.4. � . Q, z INSTALL DRAIN E E E DV VALVE. Q I I I S S INSTALL CAP CAP FOR FUTURE EXTENSION S S E •E F.E•�.. \ `E\ w w � Z INSTALL TEMPORARY PRESSURIZED Q 'h; TMP IRRIGATION DRAIN VALVE. LZ s E 6\ E INSTALL AIR RELEASE VALVE. Z O W �u > w s c E •�: \ e Q O > W oc o \S (� C �0 s E E z � E • E*• ` ~ oc O � u � a � s V) (D � E s! W — �vq � � - �- s � •� w \ \ • M h � 4"PI Is, w W E E E \ E •E• \ (Pj ` I1/ v) W \s 1-4" MJ X MJ GATE VALVE Ln GV 6 E M I N:726496.79, E:2435590.26 S E E W 0 L E ^ a Cli N l.J W O\ A� E` CL Z �i z w 1-4" MJ X MJ GATE VALVE E — I GV N:726546.87, E:2435632.09 E ' E Ec, o z 8"SS 9 I y 8"W s E \� a C O a w w E \ ' Z O O I �E \ CO CO 3 Cn (n 1 ACli E O 0 E E• �., E, E E\ ENGINEERING Z 0 I I / E ID II II w \E E \ 1 E 5725 NORTH DISCOVERY WAY \ E E. 7 BOISE,IDAHO 83713 — — PHONE(208)639-6939 PI 6 PI b s PI 9� g} — _ _p/ � kmengllp.com 93 03 03 93 93 E —w DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 PRESSURE IRRIGATION IMPROVEMENT PLANS PROJECT: 21-099 SHEET NO. 0 60 120 180 a Plan Scale: 1" = 60' C7.2 O N a SHEET NOTES 1 A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS�\tA S T �Gy� B. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE. 1 9 C. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL 09-23-21 0 SLEEVED ROAD CROSSING DETAIL, SHEET C7.3. 9TF 0f �pP� D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 9lTNEW S•1 � CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. E. CONTRACTOR SHALL REMOVE EXISTING FENCE AS NECESSARY TO INSTALL NEW PRESSURE IRRIGATION 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 SHEET C1.2 TO C1.4 FOR MORE INFORMATION. F. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 1u PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, a AND ACHD REQUIREMENTS AS NEEDED. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C7.4. COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING CONSTRUCTION. I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE PRIVATELY OWNED, MAINTAINED, AND OPERATED. cn KEYNOTES O UTILITY MAIN/MAIN CROSSING � 2 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu Lu_ OF THE POTABLE WATER AND NON—POTABLE of O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER NOTE 2, SHEET C1.1 FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON—POTABLE © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER o NOTE 3, SHEET C1.1 FOR MORE INFORMATION. z OINSTALL TEE (FLGxFLG). TEE SIZE, AS NOTED. CRS INSTALL CROSS (FLGxFLG) SIZE, AS NOTED. INSTALL 11.25° BEND (MJxMJ) SIZE, AS NOTED. "'•; F INSTALL GATE VALVE (MJXMJ) cs, \ CE) SIZE AND QUANTITY AS NOTED. R OINSTALL PI SHORT—SIDE SERVICE. F INSTALL AWWA C-900 SLEEVE () e F SLV PER DETAIL ON SHEET C7.4. z F \ O INSTALL DRAIN DV VALVE. Q F F OINSTALL CAP FOR FUTURE EXTENSION INSTALL TEMPORARY PRESSURIZED z Q IRRIGATION DRAIN VALVE. W F F OINSTALL AIR RELEASE VALVE. W w F E v z w F" > R ° d3 d3 11( !� a F F 1-2" BLOW—OFF ASSEMBLY FOR W 1 � FUTURE PRESSURE IRRIGATION MAIN EXTENSION y, 1 BLOW—OFF ASSEMBLY FOR z O s 1 4" MJ GATE VALVE FUTURE PRESSURREE IRRIGATION MAIN EXTENSION SLV I ELEVATION: 2528.500 TMP CAP 1-4" MJ GATE VALVE O FEE• �„�� s N:727068.87, E:2435830.61 ELEVATION: 2529.000 SIS a O W Q N:727307.30, E:2435833.53 W U Q \E e " 1-4' MJ X MJ GATE VALVE 1-4" MJ X MJ GATE VALVE O E11 1-4" MJ 1 1.25' ELBOW F F, DV 25 LF 4" PVC— — �� DV N:727065.09, E:2435853.19 N:727307.07, E:2415856.52 W (D � N:2435845.40, E:726802.28 F F i c� —25 LF 4" PVC GI-GI-GI-GI-GI-GI x-- p $I$ 2 5 LF 4" PVC F 1-4" MJ 11.25' ELBOW E11 , — — — TEE — N:2435861.52, E:727307.02 b w F F F . \ SLV — — 1-4" FLG TEE— — TEE)1-4" FLG TEE _ 03 �3 f 1-4" MJ 1 1.25° ELBOW — — — I 7SO �"= 50 LF 4" PVC-2-4" FLG X MJ GATE VALVES_ N:2435881.52, E:727310.71 E11 2-4" FLG X MJ GATE VALVE �F E DV 1-4" MJ X MJ GATE VALVE—w — — ELEVATION: 2528.599 — y„ 385 LF 4" PVC -25 LF ELEVATION: 2530.000 W N:727056.80, E:2435902.70 W w _ _ w:727309.59, E:2435881 66 I PI _PI_ P — 4 PVC 585 LF 4" PVC N:728306.66, E:2435895.38 w $LV 1—4" MJ 1 1.25' ELBOW E11 w w N w PI PI PI PI PI PI PI PI �I F 20 LF 4" PVC $I$ `• N:2435901.58, E:727312.13 1-4" MJ 1 1.25° ELBOW �,. — - . 5 LF 4" PVC 01 731 , , w w w w wT w w w w w w w w w w 1-14 E11 N:2435906.69, E:726937.37 �5 LF 4" PVC DV N (/) 1-4" MJ 1 1.25' ELBOW 1-4" MJ X MJ GATE VALVE M 110 LF 4IVC F F N_2435Pi 0.84, E:72705 P77 E11 20 LF 4" PVC _ F F N•727312.08, E•2435906.58 _ _° " W N 95 LF 4" PVC 90 LF 4" PVC $I$ �� i N 1-4" MJ 1 1.25° ELBOW 1-4" MJ 1 1.25` ELBOW Ell E11 N:2435925.74, E:727043.76 N:2435889.51, E:727721.64 +• ,<' o 5 LF 4" PVC 1-4" FLG TEE a 10 LF 4" PVC 2-4" FLG X MJ GATE VALVE TEE 1-4" MJ 11.25* ELBOW 1-4 (E11 W Z CR$ $LV ELEVATION: 2528.500 N:2435885.45, E:727698.18 FLG C AOLVE SS N:72731 1.85, E:2435928.43 u 4-4" FLG X MJ GATE 0 1-4" MJ X MJ GATE VALVE ELEVATION: 2528.500 N:727219.83, E:2435927.51 DV 5 LF 4" PVC I W N:727053.72, E:2435925.84 �? 1-2" BLOW—OFF ASSEMBLY FOR 65 LF 4" PVC 1-2" BLOW—OFF ASSEMBLY FOR o FUTURE PRESSURE IRRIGATION MAIN EXTENSION FUTURE PRESSURE IRRIGATION MAIN EXTENSION 1-4" MJ X MJ GATE VALVE 1-4" MJ GATE VALVE 0 1-4" MJ GATE VALVE DV TMP CAP a TMP CAP ELEVATION: 2528.500 N:727151.89, E:2435926.82 ELEVATION: 2528.500 W a N:727053.67, E:2435930.84 N:727311.72, E:2435934.93 N M O\i I W z O I d 0 I I W E N G I N E E R I N G 0 Z a 5725 NORTH DISCOVERY WAY I BOISE,IDAHO 83713 PHONE(208)639-6939 kmengllp.com m DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB z 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 r PRESSURE IRRIGATION IMPROVEMENT PLANS PROJECT: 21-099 0 0 60 120 180 SHEET NO. a Plan Scale: 1" = 60' C7.3 O N a SS\pNAL fN�i PAVEMENTAC PAVED SURFACE SEENOTE B BELOW OTHERS \S E Q�° VARIES, 2.5"-311 3/4" MINUS BASE, BY OTHERS s 09-23-21 0 w VARIES 4"-6" w 9lTNEWf S. w STANDARD MANHOLE N--PIT-RUN SUB-BASE, BY OTHERS FRAME AND COVER NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN p o THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE I VARIES, 10"-16" ADEQUATE VENTING. = p p p TEMPORARY BACKFILL AS p p p LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS o O O O I REQUIRED TO MAINTAIN I O O O OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. � -12 COVER OVER SLEEVE z SUB GRADE ELEVATION, BY w = _ _ _ OTHERS, SEE NOTE 1 BELOW _ o COORDINATE WITH PAVING _ _ _ _ PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT w CONTRACTOR FOR REMOVAL SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND o OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. LOCATED ABOVE SUBGRADE MIN. 6" N 24"0 CONCRETE FINDER TAPE PIPE. LENGTH O LOCATING WIRE FIBERGLASS AS REQUIRED. (2) 3" CLASS 200 SIGNAL VALVE& COVER /—WATERMAN CONDUIT WITH 1/4" MODEL CR-100 NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING AIR RELEASE VALVE (OR EQUAL) 1-1/2"0 GALVANIZED COMPACTED TO 95% DENSITY. IRON NIPPLE & 90' ELBOW _ _ PIPE AND BELL z -III III III I IEll I III III III- MAIN LINE + N I I III III— III III I I I BALL VALVE CURB STOP MIN. 4" w II II• (MUELLER 300 OR EQUAL L - III I I I I III I I MIN. 6" SLEEVE MIN. 6" SKIDS PER ISPWC SD 307. DIA. SEE SLEEVE SCHEDULE, THIS SHEET _ 1-1/2" SEE SEE FOR MATERIAL AND MINIMUM SIZE APPROVED METAL OR PLASTIC - TAPPING NOTE 5 NOTE 5 TAG WITH "NON-POTABLE =III a 1-1/2"0 SCH. 40 SADDLE WATER DO NOT DRINK" IS III _ GALVANIZED IRON REQUIRED. CONNECT TO VALVE I III d III PIPE RISER 6" MIN. BOX WITH EYE BOLT AND WIRE TIE. °° a .` . 1-1/2"0 GALVANIZED SLEEVE SCHEDULE (INCHES) a ;III I I IRON PIPE — O 00 O O O O O O O O O O I -I fV�l 111. — O OO O00 O OO O00 O = = PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: o RRIGATION O 0 Cr O 0 0 - TRENCH — d. 8 O O HO� 0 AIN _ 3" 4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, BACKFILL a �. O OOO 0 - FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD O O O O O 4" 5.36" 8" PVC C900 8 28" SUB-BASE, ROAD BASE AND PAVEMENT. - O O OO O O O O OO OOO 0— - 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE �O O O O O 0001, O O O — 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR 0 0 0 0 O O O SIDEWALK. o � o0 OOoo 000 _F�l I' I�41 OOOOOOOO O 8" 10.27" 14" PVC C905 14.0" 3SLEEVEDSHALLD BE OSSINGS SHALL CLASS 200 PVCCOMPLY PIPE, ASIT N112WORSALUMINIZED CMP307 EXCEPT HAT OOPIPE AS SPECIFIED IN SLEEVE SCHEDULE. CH O O O o O O 000 O_ 10" 12.79" 16" PVC C905 15.92» TEE _ I O O 0 - 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL I 000 1 I I I 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. SCALE: NONE I I I I III I - - 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. z z 2 CUBIC YARDS MINIMUM NOTES: �=2" WASHED DRAIN ROCK,_ 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION Q —OR AS REQUIRED. I A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR J MAIN LINE AIR RELEASE I I I III III III DIG ITOI FREE I I 1 PIPE BELL. PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. I B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL a NTS DRAINING SOILS PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. z w TYPICAL MAIN LINE DRAIN TYPICAL SLEEVED ROAD CROSSING r1 J NTS NTS O >w Q W zo po w — = z (D z o oQ � Q LL. o z � oc O w o � Q � V) (DLu � Lu � i2L w UO M w N N M 4 II� Z O Q Z u al 0 Q ac z 0 d a V F 7 Q '-i O N Z O O_ 0 E N G I N E E R I N G a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 kmenglip.com DESIGN BY: MSD/WHB 0 DRAWN BY: MSD/WHB 3 CHECKED BY: MSD/AY a o DATE: 9/23/21 V PROJECT: 21-099 r SHEET NO. 0 V O 7. '-1 N a _ SHEET LEGEND � 5 �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �� G ST / �p I •° I STA., OFFSET SIDE Q� 9 1.50% FINISHED GRADE SLOPE J, 9-23-21 0 0 5 KEYNOTES l NEW S• UTILITY MAIN/MAIN CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION I I OF THE POTABLE WATER AND NON—POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, MATCH LINE — AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 2 AND WATER SEE S HE ET C8.2 NOTE 2, SHEET C1.1 FOR MORE INFORMATION. \ p N O 85 LF 12" PVC GP1 � • o UTILITY MAIN/SERVICE CROSSING \ /� 65 LF 12" PVC GP1 ° N MAINTAIN HORIZONTAL AND VERTICAL SEPARATION GP1 95 LF 12" PVC N OF THE POTABLE WATER AND NON—POTABLE Lu IM HGIMH A-3 IMH GIMH A-5 z PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a F AMENITY, ETC.), PER CITY OF MERIDIAN 2 +00 0 REQUIREMENTS. SEE SEWER NOTE 3 AND WATER \ GI GI GI GI GI � \ GP1� LF 12" PVC 5 � _ NOTE 3, SHEET C1.1 FOR MORE INFORMATION. Fo GIMH A-4 IMH • �° IMH GIMH A-6.5 O INSTALL STANDARD IRRIGATION MANHOLE PER IMH ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-611. INSTALL 12" PVC GRAVITY IRRIGATION �`° 19 0 I GP1 PIPE. LENGTH AND SLOPE AS LISTED ON 18+00 0 I PLANS. f\ I GI GIB GI I SEE SHEET C8.3CONTINUA FOR O TIE—IN TO EXISTING IRRIGATION PIPE. CONTINUATION TIE z PROVIDE WATER TIGHT CONNECTION. Z GIMH A-2 IMH 0_ \ �\ 145 LF 12" PVC GP1 5 5 cn O AL GIMH A-1 IMH TIE ° 5 • LLu Lu �d 5 J3/ 03— � Is a5 ° • 0 Z GRAVITY IRRIGATION ALIGNMENT A 0 30 60 90 0 3 6 9 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' UO z Q z w v vc�°o LL' v .. Z w v �� .... � iv�° ` w `� v C14 = 1 � w w v N v` 04 L0N N " N 04 � z Q 2535 N Z 0 o M N CD 2535 rl 5w � N> •� 4 O 't .0) 4 N � N N N � M ` W 1 +r7 �Z N � Lo N pN �_ � N 1 +prJN ~ � MM O W Q O NO2 Q +MN � j� V) N Q +r7n1 � Q � Z O Lo � N Q \ z _ U N Z O Q +� N Z 2 ..N - 1 +M N N H O _ �_ >H_ I ..N - L0 Z 2 ..N - O 5_ � > > Q � Z Z O I n C� E Z0 �_ � > > 2 ..N - O > > C� 0 Z Z 2 ..N - - O V �_ �_ Z Z J)OfZ_ Z_ > > > Lu J 1 \� 5 Q: - - O � ZZ Z (D z Q l.� \ FINISHED GROUND Q z _ O_ M 2530 2530 z p w O V) < >_ 4"PRESSURE IRRIGATION w MAIN CROSSING EXISTING GROUND II Q U � � 2525qf CROSSING MAIN o SIING 2525 65 of 12" 0 0.10% 85' of 12" 0 0.10% > a 95' of 12" 0 0.10 . Q N 30' of 12" 0.10% Li (^./V N M V d z O Q z 0 2520 2520 a z 0 d a 0 a 0 N z 2515 2515 0 w 0 3 z E N G I N E E R I N G a10"SEWER MAIN 5725 NORTH DISCOVERY WAY 0 CROSSING BOISE,IDAHO 83713 PHONE(208)639-6939 EXISTING GROUND CENTERLINE OF PIPE ALIGNMENT kmengllp.com 0 2510 FINISH GROUND CENTERLINE OF PIPE ALIGNMENT 2510 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z 3 O M M 0) 0) CHECKED BY: MSD/AY 00 0) co z N O 00 06 06 06 06 00 6 00 00 O M M N N N N N N N C14� N n DATE: 9/23/21 D N N N N N N N N N N N N N PROJECT: 21-099 r SHEET NO. V 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 C8. 1 O N a SHEET LEGEND s c S\pNAL fN M � M . M a . Ma M M M aM . a M a M M M M M M M M M� N M �p\STE M M M M M M MM M M M M M M �� —�-�'� � ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 2 ?' N 1.50% FINISHED GRADE SLOPE s 09-23-21 -s s 0 MATCH LINE — ��qTF of KEYNOTES 9lTNEW S•�� SEE_SHEET C8. 1 - _ _ . �� UTILITY MAIN/MAIN CROSSING . as a s'^ as Q o . . 77 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION zi 1 � OF THE POTABLE WATER AND NON-POTABLE IJ I �a I l� IJ IJ I`J Is IJ I� � IJ IJ ICJ � 71 � G 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. SEE SHEET C8.3 FOR G pI 245 LF 12" PVC GIMH A-7 IMH 135 LF 12" PVC GPI CONTINUATION GIMH A-6 IMH O F° ° O O UTILITY MAIN/SERVICE CROSSING O MAINTAIN HORIZONTAL AND VERTICAL SEPARATION GIMH A- OOF THE POTABLE WATER AND NON-POTABLE wF ((q�) PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a Fo ° © AMENITY, ETC.), PER CITY OF MERIDIAN \ REQUIREMENTS. SEE SEWER NOTE 3 AND WATER \ NOTE 3, SHEET C1.1 FOR MORE INFORMATION. Fo INSTALL STANDARD IRRIGATION MANHOLE PER Fo IMH ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-611. INSTALL 12" PVC GRAVITY IRRIGATION GP1 PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. Fo 230 LF 12" PVC GpI TIE-IN TO EXISTING N IRRIGATION DITCH. Z \ ' O Fo N � wlu \ F° FO FO �� FO Z Fo OUT IMH GIMH A-9 \ Fo \ Fo Fo Fo z Q GRAVITY IRRIGATION ALIGNMENT A CL 0 30 60 90 0 3 6 9 z Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CW z c w z W > z w 0 0 (7 z Q oc a 0z 2540 2540 z � 0 w O U � � � — Q w (D -- oC > w Z w N Q z /�''�V r� T ^ 2535 0 o z 2535 0 LO r7 h,) � N tD � NN N N 0 N N c0 o � � Q +r� N N ? O m NZZ O Q +� Z .r` � W� 2 .. OOC) OR N D_' Z Z Z .. Z Z Q +NN D NU) d — 3D 0_ — — N Z O N 2 z .. > > H Z Z 00 O F ,rnNO 2530 Q +LO N Z Z 2530 >L) Z � � zo FINISHED GROUND EXISTING GROUND \ M z 2525 2525 0 � O w 245' of 12" @ 0.10% 135' of 12" @ 0.1 1% 230' of 12" @ 0.1 1 % 1(m 3 Z E N G I N E E R I N G 0 a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 EXISTING GROUND CENTERLINE OF PIPE ALIGNMENT kmengllp.com 0 2520 FINISH GROUND CENTERLINE OF PIPE ALIGNMENT 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z 3 F rna It ro N It o 0 ra- (o O CHECKED BY: MSD/AY 0) N �z 00 00 of 0o (:3 00 On 6 06 00 co r r- r 0 N N C14 N N N N 6 N N N N N N N DATE: 9/23/21N r) PO N LO N ul N V) � LO ul 0 ul N CN D N N N N PROJECT: 21-099 SHEET NO. V 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 C8.2 0 N a SHEET LEGEND S_ pNAL ENG *-,,_ELE. & DESCRIPTION FINISHED GRADE ELEVATION G\ T p6 STA., OFFSET SIDE U 1.50% FINISHED GRADE SLOPE s 09-23-21 �o 'I..LJ �9lTF of \o �Q- '= KEYNOTES THEW S•1� UTILITY MAIN/MAIN CROSSING W MAINTAIN HORIZONTAL AND VERTICAL SEPARATION W OF THE POTABLE WATER AND NON—POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN — _ � G� REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 1001 W NOTE 2, SHEET C1.1 FOR MORE INFORMATION. GP1 130 LF 12" PVC UTILITY MAIN/SERVICE CROSSING �z MAINTAIN HORIZONTAL AND VERTICAL SEPARATION G� J OF THE POTABLE WATER AND NON—POTABLE 1 _ 11 p GIMH A-6 IMH / / PIPELINES (SEWER, STORM DRAIN, IRRIGATION, Lu a 1 • �_ © AMENITY, ETC.), PER CITY OF MERIDIAN s u REQUIREMENTS. SEE SEWER NOTE 3 AND WATER G1 12+p _ — /O� NOTE 3, SHEET C1.1 FOR MORE INFORMATION. SEE SHEETC8.2FOR - 0 335 LF 12" PVC GP1 IMH GIMH B 3 / s CONTINUATION •� �„ �GI O 1'I INSTALL STANDARD IRRIGATION MANHOLE PER GI GP1 GP1 150 LF 12" PVC % G� / s IMH ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD 95 LF 12" PVC , DRAWING SD-611. —SEE SHEET C8.1 FOR s —�° ' Y° 13+00 � ° Ilk 12" PVC GRAVITY IRRIGATION �w CONTINUATION —S— �� IMH GIMH B-1 GIMH B-2 IMH 4:� G1 ° s/ GP1 PIPE. LENGTH AND SLOPE AS LISTED ON w- s s •� m • � GI O 16+0p G / s s W PLANS. w 0 �s-S - GI 14+- 1 s/ /W ° • Z W —sue 11 • GI ��— D ;77w O w s� GI O' GI �.� • .� ° �w-w- Sys-S- . w � W • WIC W s— Off. s �/ tY �• o P s -PI— —I,y— —S PI w S— N �/ —PI � C7 • v- —w —S S / /W � � P\ PI_ —W— —s— _�S�S J� / PI ° � ° W—W —S •—S PI AS S /W p ° P\ ° � / W—w J S 3 / N !r PI�� w PI •� •� ve. W F W W W W-�F�W W W P\ \/ Pi PI--Pi • P\ z -PI / =P� PI�PI C7 —PI �` PIS PI PI— PI�PI�— UO z Q GRAVITY IRRIGATION ALIGNMENT 6 CL 0 30 60 90 0 3 6 9 z pp Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CW z G w W z > z 0 O .. ,N ^ J (7) z J N N T N N Q Z N 0 IS 4 2535 LO 0 (0 _ ; 04 N .� � N 2535 � � zQ Lo N N M N O ,,nn I +M N H m +M N H I +M N O V N N 0] � LZ m W Of Q +Lo" N N j N Z O N O = ..N > > U 341CM > > , Lu ~ 3 � zz z >LL 2530 — — — 2530 H FINISHED GROUND M 8"WATER MAIN N CROSSING 4"PRESSURE IRRIGATION / n MAIN CROSSING r EXISTING GROUND z 0 a z 0 of 252515e' 130' of 12" @ 0.10% 2525 95' of 12" 0.1 % Z 245' of 12" @ 0.10% 3 5' of 12" 0.10% 0 d a 0 D a .-i 0 N z 2520 2520 0 w 0 3 z E N G I N E E R I N G 0 8"SEWER MAIN 5725 NORTH DISCOVERY WAY it CROSSING BOISE,IDAHO 83713 �n PHONE(208)639-6939 a EXISTING GROUND CENTEF LINE OF PIPE ALIGNMENT 'IVI kmengllp.com 0 2515 FINISH GROUND CENTERLINE OF PIPE ALIGNMENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z 3 r- 0 00 r rn N o � N 'n Ln r- r- 00 CO �n o C0 O r7 r- w 'n o `V 'n CHECKED BY: MSD/AY a l0) r- O rM Co 0A N lf) h7 M N N n 7 r, z 00 00 00 00 0� o� o� o� O O N N o N O N O N N N N N N N N M N � M N M N P3 N � N N V N DATE: 9/23/21 D 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 Lp N N N N N N N PROJECT: 21-099 SHEET NO. V 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 C8,3 0 N a SHEET LEGEND SS�ON A L EN �ELE. & DESCRIPTION FINISHED GRADE ELEVATION G ST �. STA., OFFSET SIDE Quo O �?' 1.50% FINISHED GRADE SLOPE 1 `' s� 09-23-21 0 4" 0 f ��) KEYNOTES 9lTNEW S•��� UTILITY MAIN/MAIN CROSSING GIMH B-4 IMH MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON—POTABLE n ' O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 40 LF 12" PVC GP1 AMENITY, ETC.), PER CITY OF MERIDIAN NOTE 2, SHEET C1.1 FOR MORE INFORMATION. z GIMH B-5 IMH GP1 485 LF 12" PVC UTILITY MAIN/SERVICE CROSSING IMH GIMH B-6 IL MAINTAIN HORIZONTAL AND VERTICAL SEPARATION N _ _ I OF THE POTABLE WATER AND NON—POTABLE rn _ I 19+00� T T � f w OtT 20+00 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a —G(/) I 2 I GI—T--i G 3 III GI o 21+00 22+00 23+00 © AMENITY, ETC.), PER CITY OF MERIDIAN GI GI GI GI GI GI GI GI REQUIREMENTS. SEE SEWER NOTE 3 AND WATER —ern ° ° F F NOTE 3, SHEET C1.1 FOR MORE INFORMATION. w R 07V "' " " , ' ° INSTALL STANDARD IRRIGATION MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-611. ° —s—n O INSTALL 12" PVC GRAVITY IRRIGATION s s s s s s s s s s s s s s s s s s GP1 PIPE. LENGTH AND SLOPE AS LISTED ON s s s —em � s s s s s s s s PLANS. IN TIE—IN TO EXISTING cn (� Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi Pi IRRIGATION DITCH. z 00 N N. RUSTIC OAK WAY N O a N V. w w 2�►' w—�-I w w w w w w w w- —w w ��+�-FZ w w w w I�+w w w w w� w wle —­+v�::T �N - N o w Lu ° ° ° ° GP1 90 LF 12" PVC o a + " " a 2 - - F y PI I— °Pi PI� � I PI � PI—Pi- � PI D 04 N V) N IN IMH GIMH B-7 0 z z Q GRAVITY IRRIGATION ALIGNMENT 6 IZ 0 30 60 90 0 3 6 9 z pp Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Cw z G w �. O > 2 z w v "� W — � = J N (P N ( n ^ �J I..L °' � N Z �_ Q c Z It -4 Lri� >N c O I� 4 N +I ~Z LL - 2540 _ � 0_ m +MN _ "NOS 2540 N z O LD 2 .. � > O W EZz U Q n W V) z " z " Lu N T 04 oc Q r- O 0 �C oc N 2535 ; LO N N LO N - - - 2535 r 0I +Cn" N m +MN �. m IN Z O N Z O y _ N > > EXISTING GROUND d � > > � � z z Ez z M X I — N VN V d Z O F Q F Z w 0 2530 FINISHED GROUND 2530 4"PRESSURE IRRIGATION 4" PRESSURE IRRIGATION W MAIN CROSSING MAIN CROSSING �? 8"WATER MAIN o CROSSING O d 0 V N 12"WATER MAIN CROSSING 4 of 12" ® 0.1 e 485' of 12" 0.10% 2525 ' of 12" @ 0.1 % 2525 w ° 3 Z E N G I N E E R I N G a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 EXISTING GROUND CENTERLINE OF PIPE ALIGNMENT kmengllp.com 0 2520 FINISH GROUND CENTERLINE OF PIPE ALIGNMENT 2520 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z g UO V) It LO � N L ^ (0 rn r- rn L LO ,n co (0 N CHECKED BY: MSD/AY OR r� o rn rn '2 r� � rn z N N N N N N N N N � N j iCj o M N US N LO N N ) N r7 f+) f+) N f+) N n N r7 N r7 N f+) r7 DATE: 9/23/21 M r7 r> r7 U) Lo r7 'j D � � 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 PROJECT: 21-099 r SHEET NO. V 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 24+50 C8,4 0 N a SHEET LEGEND ° s s s s s s s s s s S\ON fN O m R/w �• ° •� • ° -0" • ° s s s s N �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �pQ SFG�STE G/'Y�`F a' R R/WM/a—or—M/a M/a—v�—M/a nn a ~° ° " w • • _ STA., OFFSET SIDE 2 �' 3 I �, / �M/a °/a °M° ° M M/a— —M/a�< 1.50% a O � FINISHED GRADE SLOPE 0923-21 O , o s�qT oP�o F \ KEYNOTES HEWES ��`� > UTILITY MAIN/MAIN CROSSING a 4O I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION '� o 4 GIMH A-20 IMH ° 3 OF THE POTABLE WATER AND NON-POTABLE F cn PIPELINES (SEWER, STORM DRAIN, IRRIGATION, id� O O c AMENITY, ETC.), PER CITY OF MERIDIAN id 2 > REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 3 G) O4 O O NOTE 2, SHEET C1.1 FOR MORE INFORMATION. GP1 25 LF 12" PVC o l UTILITY MAIN/SERVICE CROSSING IN �� 12, �i, 245 LF 12" PVC GP1 F D �- t7l MAINTAIN HORIZONTAL AND VERTICAL SEPARATION +00 mid OF THE POTABLE WATER AND NON-POTABLE w �^ PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a O� �10 id� > © AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER 7 I NOTE 3, SHEET C1.1 FOR MORE INFORMATION. id G P 1 7O LF '2" PVC I MATCH LINE - a41�5+00 � IMH INSTALL STANDARD IRRIGATION MANHOLE PER 90 LF 12" PVC Gp1 ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-611. ° � S=E SHEET C8.6INSTALL 12" PVC GRAVITY IRRIGATION PIPE. LENGTH AND SLOPE AS LISTED ON i %LId id d id id d d _� PLANS. 14+ _> id Id 1 y IMH GIMH F-1 I IJ 16+00 17+00 TIE-IN TO EXISTING cn _ IJ I IJ r=T— IJ I N ti • I� , I� I� IRRIGATION DITCH. Z IMH GIMH F-2 -GIMH F-3 IMH > 255 LF 12" PVC GP1 GIMH F-4 0 IMH O Lu d3 d3 d3 d3 d3 —d3 dd __d3 d3 d3 N N. MCDERMOTT RD. M d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 —d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 a_ O Z co z Q GRAVITY IRRIGATION ALIGNMENT F ICL 0 30 60 90 0 3 6 9 LL W Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' W ~ z z Lu w w z > z z 000 W = J J V Q Q Q O O 2535 2535 F z Q Q pLu0 0 U oc oc —v vN _ W _ �- o O - N ..v N N � 0 vZ 00 2530 ^ o LL +'N N � (0 o - N 2530 Lo � N 2 ..NZ Imp N N r...W +�Lo ZOC14 Oi N N > Z Z 2 .. Z O O L0 N N Z Z L� +L0 Z D ' ^ m rn rn rn _ N — O v d 00 00 00 � �_ � > > z O •� O� OO� L0 0 N N Q +NNNN I\ w Lo Z_ Z Z_ 0 N _ 2525 2525 .. » > > - — o c� � zzz z FINISHED GROUND _ _ — — — — — — — — — - T z — — 8"WATER MAIN CROSSING EXISTING GROUND a 1 / M 90' of 12" ® 0.1 % 255' of 12" @ 0.10% 2520 ` 245' of 12" ® 0.10% 70' of 1 " ® 0.10% 2520 0 w 0 3 Z E N G I N E E R I N G 0 a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 25' of 12" @ 5. 6% PHONE(208)639-6939 EXISTING GROUND CENTEF LINE OF PIPE ALIGNMENT kmengllp.com 0 2515 FINISH GROUND CENTERLINE OF PIPE ALIGNMENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB Z `n cfl `n O ap `n N `n 00 r` O rn N to 00 ap to CHECKED BY: MSD/AY 3 � o cfl � N N M M o N �LO N0 N 0 N O N r N r N C N O N coN � 0 DATE: 9/23/21 N � N � N F NU) N CA N O N O N ul N LO N Ln N 0 N LO N LO N N ul N D N N N N N N NLO N Cq NLn NLO N N N N N N N N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 COO, 0 N a SHEET LEGEND /a M/a—�—M/a M/a��MAa /a s NG WM/a W M/a I I \ON E M/a �ELE. & DESCRIPTION FINISHED GRADE ELEVATION N ► F ° M—F I—M M M a M M a M / , , M f, 1_41 STA., OFFSET SIDE Q ?' " 1(n � M _ 1.50% FINISHED GRADE SLOPE W. PARACHUTE DR.— — N �, M ° M ° M/a u' 09-23-21 0 All 44 .S $ S S S S S S 3 s _ M 9lTNEW S.O�� s s s s s s s S — M �M KEYNOTES UTILITY MAIN/MAIN CROSSING S M/ a all s, ° • ° , , s • ° MAINTAIN HORIZONTAL AND VERTICAL SEPARATION z s N M/a °M/a °M/a W M/a M M/a M/a , s _ M° 3 � � � � M/a s ° , �� N M/a M/a1 °M/a ° s_ LE s 3 — M M PIPELINES (SEWEROF THE POTABLE , STORM DRAINATER AND , IRRIGATION, w a _M/a s G AMENITY, ETC.), PER CITY OF MERIDIAN z 41 ° • , s s — REQUIREMENTS. SEE SEWER NOTE 2 AND WATER 03 .� s M/a s s �s NOTE 2, SHEET C1.1 FOR MORE INFORMATION. ~— _M/a ,1 f • 1 s� UTILITY MAIN/SERVICE CROSSING w —41 ° , s� MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Ln a _M/a OF THE POTABLE WATER AND NON—POTABLE w _ 0 M/a © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a 3 AMENITY, ETC.), PER CITY OF MERIDIAN _ m REQUIREMENTS. SEE SEWER NOTE 3 AND WATER 1 a � O O O O O O NOTE 3, SHEET C1.1 FOR MORE INFORMATION. 6 INSTALL STANDARD IRRIGATION MANHOLE PER •s O IMH ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-611. INSTALL 12" PVC GRAVITY IRRIGATION —i O � GP1 PIPE. LENGTH AND SLOPE AS LISTED ON MATCH LINE SEE SHEET C8.5 PLANS. TIE—IN TO EXISTING cn w 3 IN IRRIGATION DITCH. Z s GIMH F-6 IMH C IN IMH GIMH r N 19+0 S d 1 ♦ 20+90 —�21+00 +00 i d id id d d d I Id I Id Id Id d Id 1 d22+00 _� 23+00 w t GI I ' GI I ° Id Id I IGI Id Id id GI Id Id aI Id Id GI Id GI GI GI GI GI GI GI GIMH F-4 IMH 120 LF 12" PVC(G�) GP1 400 LF 12" PVC a T55 LF 12" PVC GP1 � IMH GIMH F-5 O a Z a a I � I♦ UO z Q GRAVITY IRRIGATION ALIGNMENT F CL 0 30 60 90 0 3 6 9 z LL Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Cw ~ G w w z > z w O (D a a oQ � o 2535 2535 M za � w pIle U G N G /r N N \L w L7 <_ t7 Q Z I..L �. �. LO04 Z W W I +Ln N ~(� 2530 04 04 2530 p N 0 A E Z 0) N > . 00 'i0 ui z N Ln N x +N N +N N S ..N Z _ ..N Z 0 V � > > � > > Z Z Z 0 a z z w 2525 2525 0 9 a 8"SEWER MAIN FINISHED GROUND CROSSING a 0 a 400' of 12" @ 0.10% N 120' of 12" 9 0.10% 0 N M „ EXISTING GROUND 2520 8 WATER MAIN 0 CROSSING 2520 55' of 12" @ 0.1 C% w o_ 3 z E N G I N E E R I N G a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 EXISTING GROUND CENTE LINE OF PIPE ALIGNMENT kmengllp.com 0 2515 FINISH GROUND CENTE LINE OF PIPE ALIGNMENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB z 3 M n CHECKED BY: MSD/AY o Ln N N DATE: 9/23/21 h � In LO N N N PROJECT: 21-099 SHEET NO. V 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 C8.6 O N a SHEET LEGEND A- n, �WM s S' N_ A- ° s S M �ELE. & DESCRIPTION FINISHED GRADE ELEVATION o`� ST M/a psi A A A- �, .s s M s, s R/` � STA., OFFSET SIDE 2� �?' N_ w/a s� N M s. R/W 1.50% � ��� FINISHED GRADE SLOPE � � o M a' S 'M R/w s 09-23-21 0 � `Z � 1 M M/ /; ' N �M R/W�'R/ �glTF OF ����� A- A- M/a�°� S/5 �1RE`,NECT. ^ M� /`�R/w 20 KEYNOTES THEW S.0 � / w 0 A- � A � � � � M�a •s, . s VJ• ` M ° R/ O 00 UTILITY MAIN/MAIN CROSSING A- A- s IMH GIMH�A-15 �� • ° s / M M ; R/ °/ 00 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON—POTABLE �\ s ° R/ 22 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, � r A- o M s R/� � ' AMENITY, ETC.), PER CITY OF MERIDIAN GP1 45 LF 12" PVC A- N_ s M s R/W �� 23 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER N_ s , NOTE 2, SHEET C1.1 FOR MORE INFORMATION. IN IMH �d \ A- % UTILITY MAIN/SERVICE CROSSING GIMH A-14 (,fl MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 3\ A- A- T `r 25 �I OF THE POTABLE WATER AND NON—POTABLE w w PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a ky A- A- 150 LF 12" PVC GP1 A 26 4 ��� �� © AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER N_ id n A- 27 GP1 590 LF 12" PVC ?'�d p3, NOTE 3, SHEET C1.1 FOR MORE INFORMATION. 3 � �d �`� INSTALL STANDARD IRRIGATION MANHOLE PER 28 'Z G3 IMH ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD Id 20 LF 12" PVC GP1 IN id yr // 3 d 0 'p3 � DRAWING SD-611. 9\ ` d'�d�� G3'p33'G3'/ GP1 INSTALL 12" PVC GRAVITY IRRIGATION e� 03 �� g ���� , ,� e = , PIPE. LENGTH AND SLOPE AS LISTED ON 03� �0 ' PLANS. 03 3 ✓ s / GIMH A-17 IMH /�� p3�p3 p3 IN TIE—IN TO EXISTING N \03 R/W � _ 3a+�/ p3 Q IRRIGATION DITCH. Z �o 95 LF 12" PVC GP1 1d/ G3 G3/ O cn �o IMH GIMH A-16 03 0� d00 N �\6 G3 p3/ W H 2 1d / 03 \03 A- �1d 1 p3/03 p3 — E� ED o� 46� 31-f O 1d 1� p3/ / GP1 55 LF 12" PVC 0�\ /J id G3 G3/ E 03 G3 G3 3 03 G3 'G3 03—03 IMH GIMH A-18 o z z Q GRAVITY IRRIGATION ALIGNMENT A CL 0 30 60 90 0 3 6 9 z 4 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' w z o 0 (D z Q o 2535 2535 z Q 0Lu — o�—c oc U Q _ w (D oC z Q z LI Lj DC ^ ^ � v- LLIZ LLIv En 2530 N v N N 2530 L _ O Cq O 6 N _ � O O d O N M � N N — N Q 00 � N Q +NN � tD '� � Lo r '� Lo Q +N Ni 2 L0 Z O a +N Z O �_ �_ > 15 O Q +N N Qof + N > > v .. > > O 0_ Z Z = NZ O = NZ O (� � Z Z �z 0 w Z Z� -'� > > � � > > 0 / Z Z 0 Z z \ z 0 � 2525 FINISHED GROUND 2525 0 z � EXISTING GROUND d � o ° 5' of 12" ® 0.10 — - --- - - - - - - - 150' of 12" 0.10% 1— 5' of 12" 0.10% �. a 55 -of2Y 0.10% 0 590' of 12" ® 0.10% M z 2520 0 Ll 0 3 z E N G I N E E R I N G a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 a EXISTING GROUND CENTEF LINE OF PIPE ALIGNMENT kmengllp.com 0 2515 FINISH GROUND CENTERLINE OF PIPE ALIGNMENT 2515 DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB 3 �n d N " °' 0 N °° a M ' � In ' '00 00 0) 00 o N N 00 CHECKED BY: MSD/AY 00 r- 00 . r- — cD O aor N 00 (o NC14 NN � C%q N o N N N N NN DATE: 9/23/21 N N NN N N � N NLO Ln LO N N 04 h � N N U) N N N N � C14 N N � ND NN N N N N N N N N N N PROJECT: 21-099 SHEET NO. V 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 .7 0 N a SHEET LEGEND W. FIRELINE DR.- — O— W �M�M O—M—Is+M M �, M N \ °�i� Al c��'SS\BAST f�c/'L M M M M M M� A- �ELE. & DESCRIPTION FINISHED GRADE ELEVATION FF M M M M • s r . Al STA., OFFSET SIDE ?' al`r' �� M M° • ° S \ r r. r ° R/op—R W /w . w . R/W w R/W R/W R/W�� R/W R/fie •W �/W ° R/W s°-R/W• S O ` rn 1.50% FINISHED GRADE SLOPE �- ,r •. ° R/W —R/W R A- �z ` ��q 09 23-21 �o /W d R/w Al V) Al o KEYNOTES THEW S. m 8 T mo A, UTILITY MAIN/MAIN CROSSING MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Al OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, Al G) ` AMENITY, ETC.), PER CITY OF MERIDIAN s O A I REQUIREMENTS. SEE SEWER NOTE 2 AND WATER ° NOTE 2, SHEET C1.1 FOR MORE INFORMATION. O15 14 13 O 17 UTILITY MAIN/SERVICE CROSSING 19 18 10 m MAINTAIN HORIZONTAL AND VERTICAL SEPARATION r-.. 21 20 OF THE POTABLE WATER AND NON-POTABLE °s w © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, a U �, AMENITY, ETC.), PER CITY OF MERIDIAN SEE SHEET C8.5 FOR REQUIREMENTS. SEE SEWER NOTE 3 AND WATER CONTINUATION GIMH A-19 IMH `� I NOTE 3, SHEET C1.1 FOR MORE INFORMATION. w O 2 s INSTALL STANDARD IRRIGATION MANHOLE PER Al IMH ACHD SUPPLEMENTAL SPECIFICATIONS STANDARD 375 LF 12" PVC GP1 DRAWING SD-611. G P 1 590 LF 12" PVC O O7 Al V) � 42+ 0 �Id d Id—� 3+110' �-Id INSTALL 12" PVC GRAVITY IRRIGATION Id— A Id Id IJ 10 �I mid � Al GP1 PIPE. LENGTH AND SLOPE AS LISTED ON W Id Id 41+ Id— I —1 d- 9 I� I� I� Id�qd+ O Id IMH GI M H A-20 T PLANS. _ W4 Id Id- Id I� 11) IEJ I°J Id Id—�Id 1¢5+00 r. d EXISTING 40 LF 12" PVC O TIE-IN TO EXISTING IRRIGATION PIPE. I°J Id I� I°J CIA "g a3 a3 03 03 1°J ICJ ��I� Id�Id—Id 46+00 —a3—a3—03 03 a3 03 a3 a3 a3 I°J I� Id 1d TIE PROVIDE WATER TIGHT CONNECTION. Z a3 w�03�03 03 03—03 a3 a3 03 03 03 03 03 a3 IJ 7 FO dl cry a3-z a3�a3�a3�03�a3�a3� a3 a3 03 a3 a3�03�03� WLu 3 a3 — 03 03 03 03 Of �J 03 03 V 03 03 �� 03 03 IMH GIMH A-21 U TIE �03` Q GP1 85 LF 12" PVC N; � O Z z Q GRAVITY IRRIGATION ALIGNMENT A IZ 0 30 60 90 0 3 6 9 z 4 Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' w z o 0 (D z Q o 2535 z Q 0Lu — o�—c oc U Q _ w (D oC Q 2530 w� w(nZ �— ` --. w > a r v I� N 0) 0) 0) X M O 00 00 00 0;04 cD O .CA rMO 07 O OOOO n 0) 14) d i � N N 'P L z Q +N NNN N o = .•N Z 0 = N Z Z Z 0 Q +N N Q +N ? N � � N 11 > > > > > > 2 N Z 0 w E Z Z 6 Z Z Z Z g •g > > o 2525 " Fr- Z Z a z EXISTING GROUND 0 FINISHED GROUND 590 of 12" Cc, 0.10% 375' of 12" 9 0.10% Z 2520 — - - - _ - - 3" 0�,,12" 0 0.10% 0 0 — — — — — — - - - w 0 3 Z E N G I N E E R I N G 0 a 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 a EXISTING GROUND CENTERLINE OF PIPE ALIGNMENT kmengllp.com 0 2515 FINISH GROUND CENTERLINE OF PIPE ALIGNMENT DESIGN BY: MSD/WHB DRAWN BY: MSD/WHB Z g N N 00 . O 0000 n 00 O N 0) 00 r7 M N00 � 0) 00 0) � CV O cOo CHECKED BY: MSD/AY O 00Cq Z N N ) O O Cq 0 N N N 'iC14 NN NN NN N N N N NO 0) O0) O0) N N N DATE: 9/23/21 D N N N N N N N N N N N N N N N N N c,4 N N N N N N N N N N LO N N PROJECT: 21-099 SHEET NO. V 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 C8.8 0 N a OPEN SPACE LOT AREAS GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES •••••*' ..��''' BLOCK # LOT # LOT AREA (SF) QUALIFIED AREA (SF) QUALIFIED AREA REQUIRED PROVIDED •`, Q'••••••••qfY ��i (ACRES) 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL 1. NO GUARANTEE IS MADE THAT ALL EXISTING .• SA yE ; 7 179 QUANTITIES AS SHOWN ON THIS LANDSCAPE PLAN UNDERGROUND UTILITIES ARE SHOWN, OR SHOWN �S •� * Z 1 1 9,647 0.16 1.00 2.00 AND IN THE PLANT SCHEDULE SHALL BE THE CORRECTLY. CONTRACTOR SHALL VERIFY LOCATION OF ` • • EXCLUDES 20' LANDSCAPE BUFFER RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION IF QUANTITIES LISTED DO NOT CORRELATE WITH OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO n ! V WHAT IS SHOWN ON THE PLAN, THE QUANTITIES EXISTING UTILITIES SHALL BE CONTRACTOR'S � 1 19 2,230 2,230 0.05 0.00 0.00 W 1 30 4,400 4,400 0.10 1.00 2.00 SHOWN ON THE PLAN SHALL GOVERN. THIS RESPONSIBILITY. .0 it . •• 09-23-2%sPo 2 1 21,806 21,806 0.50 3.00 3.00 INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ,,�•��l �••'••••• Q4•`�, ROCK, TOPSOIL, MULCH, SEED OR SOD, EDGING, 1, 4 2 9 2,040 0 0.00 0.00 3.00 AND DRIP LINE QUANTITIES. AND INSTALL A COMPLETE IRRIGATION SYSTEM #i�� NDSCAe •••• 20' WHICH PROVIDES ADEQUATE WATER COVERAGE TO ����u��u••• 3 1 19,808 19,808 0.45 3.00 3.00 COLLECTOR LANDSCAPE ALL LAWN AND PLANTING AREAS. THE WORK SHALL 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY 3 11 2,040 0 0.00 0.00 3.00 BUFFER MEASURED FROM THE LANDSCAPE ARCHITECT OF AVAILABLY OF CONSIST OF PROVIDING AND INSTALLING ALL BACK OF CURB W. CHINDEN BLVD. (HWY 20/26) SPECIFIED PLANT MATERIAL FROM COMMERCIAL MATERIALS NECESSARY FOR A COMPLETE SYSTEM 4 1 8,068 6,029 0.14 1.00 2.00 INCLUDING POINT OF CONNECTION, PIPE, VALVES, EXCLUDES 20' LANDSCAPE BUFFER _ _ NURSERIES. IF A SPECIFIED PLANT IS NOT 5 1 1,020 0 0.00 0.00 2.00 I AVAILABLE, THE LANDSCAPE ARCHITECT WILL FITTFITTINGS, HE AUTOMATIC CONTROLS, AND ALL LABO PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. 5 15 1,038 0 0.00 0.00 2.00 SUCH CHANGES SHALL NOT ALTER THE ORIGINAL -c 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS 6 1 505 505 0.01 0.00 0.00 T _ L T T T BID PRICE UNLESS A CREDIT IS DUE TO THE AND FEES REQUIRED FOR THIS WORK OWNER. 6 6 1,020 0 0.00 0.00 2.00 4 MATERIALS SHALL BE NEW AND WITHOUT FLAWS ORui 3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING o 6 12 16,725 16,725 0.38 2.00 3.00 I I UNDERGROUND AND OVERHEAD UTILITIES WITHIN DEFECTS 6 18 1,020 0 0.00 0.00 2.00 CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, 7 6 1,179 0 0.00 0.00 3.00 CONTACT DIG LINE, INC. ® 1.800.342.1885. AND LOCAL LAWS AND ORDINANCES. PROVIDE ADEQUATE MEANS OF PROTECTION OF 8 1 1,025 0 0.00 0.00 3.00 UTILITIES AND SERVICES DESIGNATED TO REMAIN. 6. POINT OF CONNECTION: COMPLY WITH REPAIR UTILITIES DAMAGED DURING SITE WORK REQUIREMENTS OF UTILITY SUPPLYING WATER FOR 8 15 2,323 745 0.02 0.00 2.00 I OPERATIONS AT CONTRACTOR'S EXPENSE. PREVENTION OF BACKFLOW AND BACK-SIPHONAGE EXCLUDES 20' LANDSCAPE BUFFER 9 1 2,183 807 0.02 0.00 2.00 4. PROVIDE REQUIRED SOIL EROSION CONTROL 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE EXCLUDES 20' LANDSCAPE BUFFER MEASURES THROUGHOUT THE DURATION OF THE DESIGNED TO PROVIDE ONE HUNDRED PERCENT 8 699 - - CONTRACT PERIOD. SHOULD THERE BE EXISTING (100%) COVERAGE WITH HEAD TO HEAD SPACING N 10 1 23,657 0.20 1.00 2.00 SOIL EROSION CONDITIONS THAT REQUIRE OR TRIANGULAR SPACING AS APPROPRIATE. z EXCLUDES 20' LANDSCAPE BUFFER MITIGATION, NOTIFY THE RESPONSIBLE PERSON Q 13,714 IMMEDIATELY. FAILURE TO NOTIFY THE RESPONSIBLE 8, MATCHED PRECIPITATION RATES: SPRINKLER HEADS cn 11 1 15,960 0.31 2.00 2.00 EXCLUDES 20' LANDSCAPE BUFFER PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN 12 1 5,865 2,033 0.05 0.00 0.00 EXISTING CONDITION. EACH CONTROL VALVE. Lu ~ EXCLUDES 20' LANDSCAPE BUFFER I 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE 1 319 9. IRRIGATION DISTRICTS: SPRINKLER HEADS 12 3 3,166 0.03 0.00 0.00 FOR PREPARING ALL PLANTED AREAS. ALL IRRIGATING LAWN OR OTHER HIGH WATER DEMAND EXCLUDES 20' LANDSCAPE BUFFER ti DELETERIOUS MATERIAL SUCH AS ROCK, TRASH, AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON 1,31 1 _ _ CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, SEPARATE ZONES FROM THOSE IRRIGATING TREES, 13 1 3,616 EXCLUDES 20' LANDSCAPE BUFFER 0.03 0.00 0.00 ASPHALT, ETC.., SHALL BE REMOVED PRIOR TO ANY SHRUBS, OR OTHER REDUCED WATER DEMAND FILL OPERATIONS. FINISH GRADES TO BE SMOOTH AREAS. 13 3 2,761 731 0.02 0.00 0.00 AND EVEN. GRADIENTS TO REMOVE LOW AND HIGH EXCLUDES 20' LANDSCAPE BUFFER POINTS AND TO PROVIDE POSITIVE DRAINAGE. 10. OVERSPRAY: SPRINKLER HEADS SHALL BE 4,887 3 ADJUSTED TO REDUCE OVERSPRAY ONTO 14 1 13,411 EXCLUDES 20' LANDSCAPE BUFFER 0.11 1.00 1.00 PLANT SCHEDULE FOR FULL PLANT SCHEDULE SEE L2.0 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN IMPERVIOUS SURFACES SUCH AS STREETS, FILL, AS PER SPECIFICATIONS. SOIL SHALL BE FREE SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. TOTAL OPEN SPACE TREES 2.59 15.00 44.00 OF HEAVY, STIFF CLAY AND ANY DELETERIOUS DECIDUOUS TREES CITY BOTANICAL/COMMON NAME MATERIAL OVER ONE INCH IN SIZE. REUSE EXISTING z 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO STREET TREE CALCULATIONS (1T R E E/3 5 LF) SURFACE TOPSOIL IF AVAILABLE. NONFFIRMAPSI IS A (EQUATE TO TON FURNISH AND SYSTE WHICH 64 ACER TRUNCATUM'PACIFIC SUNSET'TM 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, PROVIDES ADEQUATE WATER COVERAGE TO ALL STREET NAME CALCULATION REQUIRED PROVIDED PACIFIC SUNSET MAPLE _ CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS LAWN AND PLANTING AREAS. SHOULD THE PSI BE N. MCDERMOTT RD. 842 LF/35 24.00 29.00 WEEDS, WEED SEEDS, ROCKS, GRASS, OR OTHER LESS THAN ADEQUATE, NOTIFY THE ARCHITECT • 18 CARPINUS BETULUS 2 FOREIGN MATERIALS AND A PH OF 5.5 TO 7.0. IF IMMEDIATELY. IN THE EVENT THAT THE ARCHITECT IS W. CHINDEN BLVD. (HWY 20/26) BY OTHERS 0.00 0.00 ON-SITE TOPSOIL DOES NOT MEET THESE MINIMUM NOT NOTIFIED PRIOR TO THE START OF EUROPEAN HORNBEAM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO CONSTRUCTION, THE CONTRACTOR SHALL ASSUME W. RUSTIC OAK WAY 5299 LF/35 151.00 152.00 EITHER: PROVIDE APPROVED IMPORTED TOPSOIL OR, BLOCK 13 FULL RESPONSIBILITY FOR ANY NECESSARY TOTAL STREET TREES 175.00 181.00 62 GLEDITSIATRIACANTHOS'SKYLINE' AMEND THE ON-SITE TOPSOIL. REVISIONS. SKYLINE HONEY LOCUST 1 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, PATHWAY CALCULATIONS REQUIRED PROVIDED - 3 APPLICABLE): LAWN AREAS-6" MIN.; PLANTER BEDS FAUCETS, VALVE BOXES, AND VAULTS WITH 3 PYRUS CALLERYANA'CAPITAL' - 12" MIN.; CURB ISLANDS - 18" MIN.ALL DURABLE TAGS CARRYING THE WARNING 10' WIDE MULTI-USE PATHWAY WITHIN PLANTING BEDS SHALL BE TREATED WITH A "DANGER-UNSAFE WATER OR NON-POTABLE RESIDENTIAL BOUNDARY 975 LF/100 PER LF 10 11 CAPITAL CALLERY PEAR PRE-EMERGENT HERBICIDE. WATER." 5' WIDE PATHWAY 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE 13. INSTALL ALL PIPING AND VALVES IN PLANTING • 81 TILIA SPIRE LA'GREENSPIRE' SMOOTH AND EVEN GRADIENTS WITH POSITIVE AREAS WHERE POSSIBLE, AND LOCATE ELECTRIC BLOCK # LOT # CALCULATIONS REQUIRED PROVIDED GREENSPIRE LITTLELEAF LINDEN DRAINAGE IN ACCORDANCE WITH SITE GRADING CONTROL AND QUICK COUPLING VALVES IN GROUND 1 19 114 LF/100 PER LF 1 2 PLAN. SLOPES FOR TURF AREAS SHALL NOT COVER/SHRUB AREAS, 6" TO 12" AWAY FROM 2 1 175 LF/100 PER LF 2 3 EVERGREEN TREES CITY BOTANICAL/COMMON NAME _ EXCEED 3:1. EDGE OF PAVEMENT FOR EASE OF ACCESS. ��•^ `,w 10. PRE-EMERGENT HERBICIDE SHALL BE APPLIED PER 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A 6 12 78.5 LF/100 PER LF 1 3 MANUFACTURER'S RECOMMENDATIONS AND SHALL COMPLETE UNIT PRODUCED BY A SINGLE MITIGATION REQUIREMENTS � r 5 PICEACOLO ADO SPRUCE S BLOCK 1 OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO ACCEPTABLE MANUFACTURER, INCLUDING HEADS, �•filA„o COLORADO SPRUCE 1 INSTALLATION OF PLANT MATERIALS AND MULCH. VALVES, CONTROLS, AND ACCESSORIES. THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL jam. 11. ALL PLANT MATERIAL SHALL CONFORM TO THE 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL O W J 10 PINUS FLEXILIS'VANDERWOLF'S PYRAMID VANDERWOLF'S PYRAMID PINE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND LAWN AREAS. DRIP IRRIGATION TO BE USED IN ALL Z Q > TOTAL TREES REQUIRED/PROVIDED 204.00 243.00 SIZE SHOWN. THY GROWINGPLANTS NSCWILL E REJECTED IF NOT PLANTER BEDS. W _ O NOTE: CALCULATIONS SHOWN ABOVE ARE TO DETERMINE THE REQUIRED NUMBER OF TREES PER CITY OF - MMM 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO (D U MERIDIAN UDC AND ARE NOT OPEN SPACE CALCULATIONS. REFER TO THE OPEN SPACE EXHIBIT FOR 12. ALL WRAPPING MATERIAL SHALL BE CUT AND SIZE CIRCUIT PIPING. WATER VELOCITY IN ALL PIPES Q Z W OFFICIAL QUALIFIED OPEN SPACE CALCULATIONS. REMOVED FROM AROUND THE UPPER PORTION OF SHALL NOT EXCEED FIVE FEET PER SECOND. _ Q THE ROOT BALL. METAL BASKET WIRES AND - 0- - - BURLAP SHALL BE PULLED BACK AND TUCKED MINIMUM PIPE SIZE TO BE 1". � Q UNDER THE EDGES OF THE SAUCER RINGS ON ALL Q •' • " 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING 1 TREES AND LARGE SHRUBS. ALL SYNTHETIC SLEEVES UNDER ALL ROADWAY, PARKING, AND U BURLAP SHALL BE REMOVED FROM ROOT BALLS WALKWAY O O O BLOCK 14 PRIOR TO BACKFILLING. SURFACE EDGE. IDENTIFY EXTEND DPOINTS MINIMUM OFSLBEEVIING.EYOND O W 0 BLOCK 1 6O 'rye 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FORA 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD (/) Z O O 10 O O ' PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SURFACES NOT PROTECTED BY A VERTICAL W Q 8 11 LN LN ACCEPTANCE BY OWNER. REPLACE ALL PLANT J 1 5 12 LLI CONCRETE CURB SHALL BE PLACED 18" FROM THE 13 14 15 vj Lu MATERIAL FOUND DEAD OR NOT IN HEALTHY EDGE OF THE ROAD SURFACE. rn CONDITION IMMEDIATELY WITH COMPARABLE SIZE O O 16 17 AND SPECIES AT NO COST TO THE OWNER. 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE 3O FIREII 21 E0 x; 20 22 23 24 BLOCK 1 - 14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM TO PROVIDE 120 VOLT POWER AND ALL REQUIRED �._ R, O 25 •. PLANTING TABLETS. QUANTITY PER CIRCUITS FROM THE ELECTRICAL PANEL TO THE 26 27 28 MANUFACTURERS RECOMMENDATIONS IRRIGATION CONTROLLER. SIZE WIRE AND CONDUIT O 122 AS REQUIRED. . . O 29 1 : 21 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: 20 •,: . 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL W STURGILL PEAK ST. I 19 18 17 w FI 1 EXISTING IRRIGATION COMPONENTS DAMAGED AS A 16 15 RELINE P N NG, CULTIVATING, WEEDING, WATERING, AND RESULT OF NEW CONSTRUCTION, INCLUDING RU I 14 CT APPLICATION OF APPROPRIATE INSECTICIDES AND . .f: I BLOCK 3 13 12 : FREE ADJACENT PROPERTIES. REPAIR INCLUDES BUT IS • FUNGICIDES NECESSARY TO MAINTAIN PLANTS RE NOT LIMITED TO PIPING, VALVES, HEADS, DRIP O �• : 2 3 11 ' 8 O7 6 r OF INSECTS AND DISEASE UNTIL FINAL COMPONENTS, CONTROL WIRES AND EQUIPMENT, p IO O 4 (5) 9 O O I ACCEPTANCE BY OWNER. AND SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR a SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM BLOCK2 2 RE-SET SETTLED PLANTS TO A PROPER GRADE AND ,• w :�: I O 8O O "�^:.; •:•. :•: REMAINS OPERABLE DURING CONSTRUCTION AND THAT m 0 BLOCK 4 > O9 POSITION. v 1 O W. PARACHUTE DR. 10 OR BETTER THAN EXISTED FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION 4 SYSTEM OPERATES AS GOOD, p RESTORE PLANTING SAUCER AND ADJACENT PRIOR TO THIS PROJECT. BLOCK 11 o z V- ' V/z MATERIAL AND REMOVE AND REPLACE DEAD 3 O a MATERIAL. 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST o j 1 2 O TO THE OWNER, PLANT MATERIALS DAMAGED DURING O O O O N/z N 8O �; TIGHTEN AND REPAIR GUY WIRES AND STAKES AS EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE O BLOCK 5 O O 1 4 REQUIRED ONLY IF ORIGINALLY NEEDED. CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE COARSE OF Ci CONSTRUCTION. AFTER DEFICIENCIES BECOMES APPARENT AND E O2 Q CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE w } LANDSCAPE BUFFER I 11 BLOCK 6 J WEATHER AND SEASON PERMIT. 22. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR O O >_ DISCREPANCIES BETWEEN DESIGN DRAWINGS AND (20') REQUIRED O3 ACTUAL SITE CHARACTERISTICS. CONTRACTOR (39') PROVIDED SHALL FIELD VERIFY ALL INFORMATION PROVIDED J I J 12 w ON DRAWINGS. CONTRACTOR SHALL STOP W W O o z W W 13 : : r ACHD LANDSCAPE NOTES CONSTRUCTION AND CONTACT THE OWNER g N I N O w ; IMMEDIATELY FOR FURTHER DIRECTION IF 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' DISCREPANCIES OCCUR. O O O O O BLOCK 10 CLEAR ZONE OF ALL ACHD STORM DRAIN PIPE,�O O O O O ENGINEERING o � O 7 8 9 10 11 : •r12 :..�: � 13 14 15 16 17 14 Z STRUCTURES, OR FACILITIES. 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE 5725 NORTH DISCOVERY WAY Z 6 . �: 19 � 2 :� R/w ., _ 18 • •. I _ ••• • • •- •` � . . . . IT IRRIGATION CONTRACTOR SHALL PROVIDE A NEAT AND BOISE,IDAHO 83713 w 2. SEEPAGE BEDS MUST E PROTECTED FROM ANY LEGIBLE AS-CONSTRUCTED IRRIGATION PLAN, AN q > PHONE(208)639-6939 N Q W. SMOKEJUMPER ST. AND ALL CONTAMINATION DURING THE F ) kmengllp.com H Y CONSTRUCTION AND INSTALLATION OF THE OPERATION AND MAINTENANCE MANUAL, AND UP TO (8 z I Q HOURS OF ORIENTATION AND/OR TRAINING FOR THE 5 w O LANDSCAPE IRRIGATION SYSTEM. OWNERS MAINTENANCE AND OPERATIONS STAFF. DESIGN BY: MSD/WHB 0 1 2 3 4 5 6 1 2 3 4 5 O O O O O oC O O O O O6 7O 8O O9 10 11 12 13 14 15 N 1 CONTACT INFORMATION 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FORA DRAWN BY: MSD/WHB BLOCK 7 BLOCK 8 PERIOD OF ONE YEAR FROM THE DATE OF IT'S BLOCK 9 ACCEPTANCE. REPAIR OR REPLACEMENT OF ANY CHECKED BY: MSD/AY o _ z OWNER LANDSCAPE CONSULTANT DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE DATE: 9/23/21 w PROVIDENCE PROPERTIES, LLC KM ENGINEERING, LLP COMPLETED PROMPTLY BY THE IRRIGATION CONTRACTOR u I I 20' 701 SOUTH ALLEN ST 9233 WEST STATE STREET AT NO ADDITIONAL COST TO THE OWNER. PROJECT: 21099 0 O O COLLECTOR LANDSCAPE BUFFER z LANDSCAPE COVER SUITE 108 BOISE, IDAHO 83714 SHEET NO. 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST g M MEASURED FROM BACK OF CURB MERIDIAN, IDAHO 83642 PHONE: (208) 639-6939 TO THE OWNER, SPRING START UP AND WINTERIZATION 0 150 300 450 J I J PHONE: (208) 433-8800 FAX: (208) 639-6930 DURING THE GUARANTEE PERIOD. L1.0 W W CONTACT: ALYSSA YENSEN, PLA a Plan Scale: 1" - 150' I EMAIL: oyensen©kmengllp.com FENCE SCHEDULE PLANT SCHEDULE .. OTHER SYMBOLS DESCRIPTION DECIDUOUSTREES CITY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS •••• �PE�.•D�,yo•.,� w 000 SSA YE*f •• ; x x 6' SOLID VINYL FENCE. 64 ACERTRUNCATUM'PACIFIC SUNSET•TM 2"CAL.B&B 35•X30' CLASS II PACIFIC SUNSET MAPLE 6' SOLID VINYL FENCE WITH LATTICE TOP. w ' �A 16S" • 18 CARPINUS BETULUS 2"CAL.B&B 50'X40• CLASS II i��';• q-23- •; ��`�: 4' CLEAR VIEW METAL FENCE. EUROPEAN HORNBEAM • dL •Q`.••. q • S �a. CAB���•. W os 62 GLEDITSIATRIACANTHOS'SKYLINE• 2"CAL.B&B 35'X30• CLASS II , Sol 0 t , SKYLINE HONEY LOCUST W W P/ c/ 3 PYRUS CALLERYANA'CAPITAL' 2"CAL.B&B 35'X15' CLASS II CAPITAL CALLERY PEAR • / W O P/ G/ 0 81 TILIA CORDATA•GREENSPIRE• 2"CAL.B&B 45'X35' CLASS II W W a �Pl Gl GREENSPIRE LITTLELEAF LINDEN w ' BLOCK 1 �� a y / / EVERGREEN TREES CITY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS W W W W a O C' P/ G/ 5 PICEA PUNGENS 6•-8•B&B 60'X30• EVERGREEN W P/ G7 � COLORADO SPRUCE W W W a 10 I 10 PINUS FLEXILIS'VANDERWOLF•S PYRAMID' 6•-8•B&B 25'X15• EVERGREEN g/ G/ 6O VANDERWOLF•S PYRAMID PINE W W W W $ 11 P/ GI s 1 O 12 Pl G� N a PI Gl_ ' SHRUBS CITY BOTANICAL/COMMON NAME SIZE MATURE HXW z W Pt G/ O 20 BUXUS MICROPHYLLA'FAULKNER• 2 GAL. 4•X3• O W � !� 14 f` _P/ cl_ FAULKNER BOXWOOD W W 15 y P/ G ' Lu �_ W W 4 M r W P/ O16 P/ + 12 HYDRANGEA PAN ICU LATA'LITTLE LIME' 2 GAL. 4•X4• 4 W W LITTLE LIME HYDRANGEA s\ w 19 W 20 ' GRASSES CITY BOTANICAL/COMMON NAME SIZE MATURE HXW SEE U my vvFOR W W W y f s W W 22 ' 20 SCHIZACHYRIUM SCOPARIUM'STANDING OVATION' 1 GAL. 3•X3• W PLANTING O 3 W W W W \ S .W f; 23 STANDING OVATION LITTLE BLUESTEM DETAIL 24 ' W w—W NLARGEM ENT W W W W W W W W W W W f • W W W W W 1 • r PERENNIALS CITY BOTANICAL/COMMON NAME SIZE MATURE HXW IW W W W W W W S W, y W W — W W \� s3 FI RELINE DR. W W z W W 66 LAVANDULA ANGUSTIFOLIA•MUNSTEAD• 1 GAL. 2•X3• S W_W ® MUNSTEAD ENGLISH LAVENDER 4 I WI •W W .f.. .. _ W es® 12 O � W ° I W W W •f f f W W W 22 ' W + 60 RUDBECKIA FULGIDA•LITTLE GOLDSTAR• 1 GAL. 1.5•X1.5• LITTLE GOLDSTAR BLACK-EYED SUSAN I W W I W I W 21 `S _ � W W W •W W W ° W I S W c, SOD/SEED CITY BOTANICAL/COMMON NAME CONT W W ,.W• W 13 H O 2 W W W I 18 S W 192,441 SF TURF SOD RHIZOMATOUS SOD `z ,f W W W • I� W RH IZOMATOUS TALL FESCUE 17 � IWIW W ' W W WI W I W I[{ CoLij Io _ W. STURGILL PEAK ST. Cn uj ,w W - W -.W.. y •�• y W W W W W I I BLOCK 3 13 W /4/�J 12 d I 13 W W y� W I (D W J • �. N � O 4 d ° ICJ (� 8 W W W W W W O I O L•( W Z N 4 W z KEY NOTES (TYPICAL) # C) Q W W WIF W • BLOCK 4 y W W W W W W 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL w W W 9 O TREES WITHIN TURF AREAS. W_ •f W W W nn M— Inn M .f ..f f,. ,,.f 10 ' _: ' 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION Q TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY — Q 1 4010 W. PARACHUTE DR. M ' WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. M U S S S3 S S S 3 _M.. _ W W W a S S M y 3. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. Q e S 1 1 1 W WIW S 3 M_M f f 4. 6' HEIGHT SOLID VINYL FENCE. COLOR TAN. SEE DETAIL L5.0-3. 0 z s ' M M 5. NOT USED. LLJ � Q W W .•' W . O '- •'� f s_s 2 _ M " 6. 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. COLOR TAN. SEE DETAIL L5.0-4. W W W s 7. LARGE TOT LOT STRUCTURE, SAFETY SURFACING, AND CURB. SEE DETAILS L5.0-7, 8 d f W s L5.0-8, AND L5.0-9. � 1 O O O O 6 W yi. � O O 1. 8. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 1 W 6 ' 9. REGIONAL PATHWAY, 10—FOOT WIDE. SEE CIVIL PLANS. W BLOCK 5 s O9 10 10. DOG WASTE STATION WITH ROLL BAG SYSTEM. BLACK IN COLOR. W W co Al IL I Id Id Id 5 d • • Id Id • Id 1d Id • Id Id ' Id Id • Id 1 WWW.DOGWASTEDEPOT.COM. DEPOT-006—B OR APPROVED EQUAL. PRODUCT TO INCLUDE GI GI GI GI GI GI GI GI GI GI GI GI GI I GI GI GI GI- I POST, SIGN, WASTE BAG DISPENSER, ROUND WASTE CAN WITH LID, 400 ROLL BAGS, 25 CAN LINERS, INSTALLATION INSTRUCTIONS, AND HARDWARE. INSTALL PER MANUFACTURERS RECOMMENDATION. RE: L6.0-10. ti X 4 11. BENCH. SEE L5.0-6. 12. INSTALL FLAT—BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE a o L5.0-2. a 13. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH o PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR N LANDSCAPE PLAN TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. z 0 50 100 150 w 14. 4' CLEAR VIEW METAL PICKET FENCE AND GATE — (2) TOTAL GATES. SEE L6.0-13 OR > Plan Scale: 1 = 501 APPROVED EQUAL. a 15. PLAY AREA SAND WINDOW. CONTRACTOR TO FIELD FIT ACTUAL SIZE AND LOCATION WITH APPROVAL FROM LANDSCAPE ARCHITECT. SEE L5.0-9. 3 0 z 16. ACCENT BOULDERS. BLONDE SANDSTONE OR APPROVED EQUAL.SIZE VARIES. EQUALLY g DISTRIBUTE SIZES. j (4'X5') j (3'X4') j (2'X3'). BOULDERS SHALL BE OBTAINED w FROM OWNER DESIGNATED SOURCE. RE: L6.0-11. E N G I N E E R I N G g 5725 NORTH DISCOVERY WAY 17. DOG WASHING STATION WITH PET BOWL. SEE L6.0-12. BOISE,IDAHO 83713 18. 3" DEPTH CRUSHED PEA GRAVEL WITH WEED BARRIER OR BARK MULCH. PHONE(208)639 6939 kmengllp.com z z 5 DESIGN BY: MSD/WHB a z DRAWN BY: MSD/WHB N CHECKED BY: MSD/AY z DATE: 9/23/21 w PROJECT: 21-099 u z SHEET NO. s 0 ti a 1 •••, E OFID °,% C. P•••....•�.yo I KEY NOTES (TYPICAL) ® PLANT SCHEDULE FOR FULL PLANT SCHEDULE SEE L2.0 * �;w� E� AYt•. 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL DECIDUOUSTREES CITY BOTANICAL/COMMON NAME L TREES WITHIN TURF AREAS. LA-16577 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION 64 ACER TRUNCATUM'PACIFIC SUNSET'TM J' :• •: TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY PACIFIC SUNSET MAPLE ���;�L 'Q�' 23o� P�,��` P/ ci P' ci 4 WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. �•��� j�;„p;,��•• ' �/ Cl 3. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. 18 CARPINUS BETULUS BLOCK 1 ��P/ G1 EUROPEAN HORNBEAM 4. 6' HEIGHT SOLID VINYL FENCE. COLOR TAN. SEE DETAIL L5.0-3. 25 5. NOT USED. 62 GLEDITSIATRIACANTHOS•SKYLINE' SKYLINE HONEY LOCUST y 27 y yA, 6. 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. COLOR TAN. SEE DETAIL L5.0-4. ' 28 W W W W W W\ 1 7. LARGE TOT LOT STRUCTURE, SAFETY SURFACING, AND CURB. SEE DETAILS L5.0-7, 3 PYRUS CALLERYANA'CAPITAL' L5.0-8, AND L5.0-9. CAPITAL CALLERY PEAR W W W W W W W 30 W W 8. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' Q CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. ' 81 TILIA CORDATA'GREENSPIRE' W Y W W GREENSPIRE LITTLELEAF LINDEN Y W W W y W f 9. REGIONAL PATHWAY, 10—FOOT WIDE. SEE CIVIL PLANS. w 10. DOG WASTE STATION WITH ROLL BAG SYSTEM. BLACK IN COLOR. EVERGREEN TREES CITY BOTANICAL/COMMON NAME s S _w �� W WWW.DOGWASTEDEPOT.COM. DEPOT-006—B OR APPROVED EQUAL. PRODUCT TO INCLUDE ' 3 W. POST, SIGN, WASTE BAG DISPENSER, ROUND WASTE CAN WITH LID, 400 ROLL BAGS, �s F►RELINE ' 25 CAN LINERS, INSTALLATION INSTRUCTIONS, AND HARDWARE. INSTALL PER 5 COLOPICEA ADO SPRUCE S CT w ' MANUFACTURERS RECOMMENDATION. RE: L6.0-10. COLORADO SPRUCE 11. BENCH. SEE L5.0-6. N _ 3 s 10 PINUS FLEXI LIS'VAN DERWOLF'S PYRAMID' Z W 12. INSTALL FLAT—BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE VANDERWOLF'S PYRAMID PINE O ' S 3 • W W •y ,y C/ • \W W W W ,y / L5.0-2. _) Lu ' •• RI W \W W W W ,yui W y W W W\ W W W W 17 13. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH SHRUBS CITY BOTANICAL/COMMON NAME • �� W W W W PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR O 1 ` TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND 20 FAULKNER BOXWOOD US MICROPHYLLA'FAULKNER' COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED FAU BARRIERS ARE PROHIBITED. o' "! W GI 12 HYDRANGEA PANICULATA'LITTLE LIME'•• .:. .• • PI 14. 4' CLEAR VIEW METAL PICKET FENCE AND GATE — (2) TOTAL GATES. SEE L6.0-13 OR W I DOG PARK. W W W W W APPROVED EQUAL. LITTLE LIME HYDRANGEA O ,i• I W 6, W W W W W W W • . 15. PLAY AREA SAND WINDOW. CONTRACTOR TO FIELD FIT ACTUAL SIZE AND LOCATION WITH APPROVAL FROM LANDSCAPE ARCHITECT. SEE L5.0-9. GRASSES CITY BOTANICAL/COMMON NAME ^ ' ¢ W WI W ~' d e' 'd c W W W W W W W W ,�, W 16. ACCENT BOULDERS. BLONDE SANDSTONE OR APPROVED EQUAL.SIZE VARIES. EQUALLY 20 SCHIZACHYRIUM SCOPARIUM'STANDING OVATION' 16 W W W W W W W DISTRIBUTE SIZES. j (4'X5') j (3'X4') A (2'X3'). BOULDERS SHALL BE OBTAINED STANDING OVATION LITTLE BLUESTEM z W Oe W W W FROM OWNER DESIGNATED SOURCE. RE: L6.0-11. PERENNIALS CITY BOTANICAL/COMMON NAME • _Id .Y •Y I`Y W W •Y •Y •Y W Q• .� 17. DOG WASHING STATION WITH PET BOWL. SEE L6.0-12. — 1 y y 10 a d d d d X d Id 66 LAVANDULAANGUSTIFOLIA'MUNSTEAD' _ 18. 3" DEPTH CRUSHED PEA GRAVEL WITH WEED BARRIER OR BARK MULCH. MUNSTEAD ENGLISH LAVENDER L J 60 RUDBECKIA FULGIDA LITTLE GOLDSTAR' 10 10 +, LITTLE GOLDSTAR BLACK-EYED SUSAN ' r SOD/SEED CITY BOTANICAL/COMMON NAME G ! I 2 �w y 192,441 SF TURF SOD RHIZOMATOUS �y W S RHIZOMATOUS TALL FESCUE S � s 3 W W O 3 ' Oa 3 z Q BLOCK 6 xa. 11 i_u 3 FENCE SCHEDULE z Lu _ " O a OTHER SYMBOLS DESCRIPTION Q Q N U 12 W a X X 6 SOLID VINYL FENCE. '�I (Q LLJ 0 W6 6' SOLID VINYL FENCE WITH LATTICE TOP. z N 3 L4 + Id Id d Id d — Id W� W d W d W W I� Id I �d d Id d Id dam— 4' CLEAR VIEW METAL FENCE. w Z O N W .Y W WY .y W W ••�W W �� I d ON W W W .Y W� W W W W W W d01 13 W W Y W W W y u W El1 1 W W W W W W W W W W I W I I W W W W W W W WI TOP W W W / / O17 + PI—PI PI 1 / / I O •Y W W W // //j/ / j j W y W 04 d 1IF N W W W W W W W I 19 aL O 1 1 W W W W W W W W W N 3 W W W W W W W W W I W I !'jj_j yM W 15 W W W .Y , +' •• W 6 W •W W W W W W i• �S I W W NW •- .' • - . R/W-1Ci,b— W W W .Y .Y d• v _ i l Z/W— — P/w um/w ---- i 1. L1� a T . d H { ,. 8 N M M M :r1+1- M M M M M M M M M r 1 r Z W W r W W M M M M M M M M M M M M M M M m N m 1 2 ~ W. SMOKEJUMPER ST. 14 g W v W o s s s 3 s s s s s s s s 3 S s s s (sue p •' s ..:r.. ; r .-. .. ._ S S S S 35 S S S3 S s .. O I - . N 7 N L m d f• 3 I J N w < I V w < Val d W Z • W QC O O O O O 6 Lu C) 3 1 O O O O G a I o ~ O O O O 10 11 12 E N G I N E E R I N G BLOCK 8 I 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 3 d • Id d • Id Id • Id d • Id Id • Id d •Id X d I� X d •Id Id d� PHONE 208 639 6939 Ikmengllp.com gd id •Id d d' Id- -I • • DESIGN BY: MSD/WHB z DRAWN BY: MSD/WHB ICHECKED BY: MSD/AY z DATE: 9/23/21 LANDSCAPE PLAN PROJECT: 21 099 3 0 50 100 150 SHEET NO. s 0 Plan Scale: 1" =50' L3.0 ti N d PLANT SCHEDULE d3 I d3 d3 ••••F P�EOFID9fy••, FENCE SCHEDULE zVz z DECIDUOUSTREES CITY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS OTHER SYMBOLS DESCRIPTION W. CHINDEN BLVD. (HWY20/26) � a 2 -bb c l•�SSAYE 'p•O • * • 3 64 ACERTRUNCATUM PACIFIC SUNSET TM 2"CAL.B&B 35'X30' CLASS 11 x x 6' SOLID VINYL FENCE. PACIFIC SUNSET MAPLE 1: • Ci7 6' SOLID VINYL FENCE WITH LATTICE TOP. a ?J,'�• LAq 165' • 18 CARPINUS BETULUS 2"CAL.B&B 50'X40' CLASS II � •ii•��••P4,•,� EUROPEAN HORNBEAM 4 CLEAR VIEW METAL FENCE. MATCH LINE C - SEE MATCH LINED ••, NDscAp��.•• CLI ,11j/11/1111��, 62 GLEDITSIA TRIACANTHOS'SKYLINE' 2"CAL.B&B 35'X30' CLASS II 8 y y 91i SKYLINE HONEY LOCUST T T T T y y MATCH LINE A - SEE MATCH LINE B 03 PYRUS CALLERYANA CAPITAL' 2' CAL.B&B 35'X15' CLASS II CAPITAL CALLERY PEAR3 y y I • 81 TILIA CORDATA'GREENSPIRE' 2"CAL.B&B 45'X35' CLASS II ��o` • y y y y N y y y a GREENSPIRE LITTLELEAF LINDEN y e` y • y 3Lu S y y Q y 1 Q • y y y y 0 EVERGREEN TREES CITY BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS y y :i y • y y � • y • y 5 PICEA PUNGENS 6'-8'B&B 60'X30' EVERGREEN COLORADO SPRUCE y y y y o y 1 I N a y 10 PINUS FLEXI LIS'VAN DERWOLF S PYRAMID 6-8 B&B 25 X15 EVERGREEN y y 3 yl a VANDERWOLF'S PYRAMID PINE y W F" f yl N SHRUBS CITY BOTANICAL/COMMON NAME SIZE MATURE HXW /y yG\ y / s " 3 2 2 a3 y _O Sa y l I Z/i 20 BUXUS MICROPHYLLA'FAULKNER' 2 GAL. 4'X3' /O W FAULKNER BOXWOOD L�L/I H_ 12 HYDRANGEA PAN ICU LATA LITTLE LIME' 2 GAL. 4'X4 LITTLE LIME HYDRANGEA / F, y y y y l y y y y 'y I y '• •y d • •• � I GRASSES CITY BOTANICAL/COMMON NAME SIZE MATURE HXW yG\ y f y y 1 y y 3 y y y.? � • 20 SCHIZACHYRIUM SCOPARIUM STANDING OVATION' 1 GAL. 3'X3 y �. y y - • e` y I y s y 1 y y 3 I •y. • f y STANDING OVATION LITTLE BLU ESTEM Q—GI—GI—GI n5\ JAI y PERENNIALS CITY BOTANICAL/COMMON NAME SIZE MATURE HXW y O y O u I z 66 LAVANDULA ANGUSTIFOLIA'MUNSTEAD' 1 GAL. 2'X3' / y y y y BLOCK 11 y p3 J • a • y Ul MUNSTEAD ENGLISH LAVENDER y y y • y e\ W - P�y iM + z 60 RUDBECKIA FULGIDA LITTLE GOLDSTAR' 1 GAL. 1.5'X1.5 //y y y 'y 3 y y • y ly LITTLE GOLDSTAR BLACK-EYED SUSAN SOD/SEED CITY BOTANICAL/COMMON NAME CONT y \ y 3 y 8 • a W 192,441 SF TURF SOD RHIZOMATOUS SOD a V y W RHIZOMATOUS TALL FESCUE � U) y y y y y d 3 / y I N y y y °' y y y y y .I y 1 s y y I y F 7 y y S y 4 I Y V) I O y � KEY NOTES (TYPICAL) ® y I y _ y y y I z C) S\ J 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL TREES WITHIN TURF AREAS. y y 9 S ~ J Q I S _ S �/Q z ■W■ Q 1� 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION y y y 3 W f �Q .f:' y y I� y y as _ Q TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY I y y WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. y y y OPT y y Q io 3. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. TOP 0 W 4. 6' HEIGHT SOLID VINYL FENCE. COLOR TAN. SEE DETAIL L5.0-3. IEl (U/�� z y L y / y J 5. NOT USED. ; dol y y 3 W y y 3 y � y f :..y � y y f y \ 3 6. 6' HEIGHT SOLID VINYL FENCE WITH LATTICE TOP. COLOR TAN. SEE DETAIL L5.0-4. BLOCK 10 y • y �,IIY A■ I PI PISPI � I PI p f 7. LARGE TOT LOT STRUCTURE, SAFETY SURFACING, AND CURB. SEE DETAILS L5.0-7, _ y •� Y y y d y L5.0-8, AND L5.0-9. 0 y y } 4 l a 2 • J• y y 3 y 8. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. O a y Q y 1 y M I O •w J y y y e BLOCK 14 9. REGIONAL PATHWAY, 10—FOOT WIDE. SEE CIVIL PLANS. J y• y y y .y f v 3 y s �� • y _y y 4 ... 1 .. .1 4 10. DOG WASTE STATION WITH ROLL BAG SYSTEM. BLACK IN COLOR. yJ W 4A2 WWW.DOGWASTEDEPOT.COM. DEPOT-006—B OR APPROVED EQUAL. PRODUCT TO INCLUDE M oC :+ + M M M MI y y i • 1 M M M A y y _ POST, SIGN, WASTE BAG DISPENSER, ROUND WASTE CAN WITH LID, 400 ROLL BAGS, :2a r y I = I W. SMOKEJUMPER ST. I 4 Z 3 •V 1' y y y 25 CAN LINERS, INSTALLATION INSTRUCTIONS, AND HARDWARE. INSTALL PER (n y 3 y v MANUFACTURERS RECOMMENDATION. RE: L6.0-10. W X W 2 y N 11. BENCH. SEE L5.0-6. Ny / c� y 3 • 1 y N v 1 3 0 12. INSTALL FLAT—BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE o L5.0-2. l y 0 13. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH J I y y y y PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED H y y y W BARRIERS ARE PROHIBITED. Q 13 14 15 y 9 r e\ y y cc O d: 14. 4' CLEAR VIEW METAL PICKET FENCE AND GATE — (2) TOTAL GATES. SEE L6.0-13 OR APPROVED EQUAL. y � y y y 15. PLAY AREA SAND WINDOW. CONTRACTOR TO FIELD FIT ACTUAL SIZE AND LOCATION WITH y \ /G f'y y y _ y 2 o APPROVAL FROM LANDSCAPE ARCHITECT. SEE L5.0-9. g y' 3 BLOCK 9 i y y y y f S S 5 16. ACCENT BOULDERS. BLONDE SANDSTONE OR APPROVED EQUAL.SIZE VARIES. EQUALLY a DISTRIBUTE SIZES. A (4'X5') A (3'X4') A (2'X3'). BOULDERS SHALL BE OBTAINED Id '— -.Id I� I Od I d • I y y E N G I N E E R I N G ZFROM OWNER DESIGNATED SOURCE. RE: L6.0-11. ■'�� — Id 9 e y y 3 4 S ` / I a 5725 NORTH DISCOVERY WAY 17. DOG WASHING STATION WITH PET BOWL. SEE L6.0-12. y BOISE,IDAH083713 C? I 3 4 y ` I y y y PHONE(208)639-6939 Z 18. 3" DEPTH CRUSHED PEA GRAVEL WITH WEED BARRIER OR BARK MULCH. y \ s I y y y y BLOCK 13 kmengllp.com ye y 5 ' ' Z 19. PERFECT TURF PET GRASS OR APPROVED EQUAL. INSTALL PER MANUFACTURERS - I {' yc\ y ` f• y �� \ I y y DESIGN BY: MSD/WHB RECOMMENDATION. SEE L6.0-12. y i' �I DRAWN BY: MSD/WHB Z MATCH LINE D - SEE MATCH LINE C CHECKED BY: MSD/AY MATCH LINE 13- SEE MATCH LINE A LANDSCAPE PLAN DATE: 9/23/21 PROJECT: 21-099 u z 0 ## ### ### SHEET NO. sMONEF Plan/Profile Scale: 1" _ ##' L3.0 ti N d .�` �E 0 F I'D 0" c P SSA YES • 0 REMOVE DEAD/ DAMAGED BRANCHES AND PRUNE TO n W INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; •�J'�{,•• : `�� IMPROPERLY PRUNED TREES 0' . jj •QS-23?s1.� •�'��, p LANDSCAPE (ARCH ARCHITECT) NED BY E ,,,, 4ft����p p p p SHALL BE REMOVED AND (2)—BVC WOOD TREE p p p REPLACE. STAKES(MIN. 6' HT) p p p r TRUNK FLARE. LOCATE PRIOR CHAINLOCK ppp0 p TO PLANTING. FLARE SHALL � TREE TIES p BE VISIBLE AFTER PLANTING. 6" MULCH PER PLAN KEEP ` + ♦ ♦ + + IN 1"-2" AWAY FROM TRUCK . + ♦ . . . ` . ` . 3" -_. FLARE � � � � FINISH GRADE ~� ; 'k AL A � Ak Ak Ak AL AL ` ,, MULCH AT = � 3 ROOT= I= 3" HT. WATERING BASING PLANTER ALL ° BERM TURF g" BEDS _I DEPTH — FERTILIZER TABLETS - -I I-I I=III I I FOLD BACK BURLAP FROM _ _ I I I I I i i I I I I I I I I I I III TOP j OF ROOTBALL. ' I REMOVE WIRE BASKET. -I I NOTE: REMOVE TREATED ROOT— BACKFILL SOIL MIX GENTLY I I =I —III—, ,I I= OR SYNTHETIC BURLAP BALL PACK BACKFILL USING WATER WIDTH COMPLETELY. REMOVE TO SETTLE SOIL AROUND ANY SOIL AND/OR ROOTBALL FINISH �,,i lII ( - MULCH AWAY FROM 8" MIN PLANTING PI 8" MIN ROOTBALL ON UNDISTURBED GRADE I I-III—III--III- I TOPSOIL Z TREE CROWN AFTER —I i I— :rf' O INSTALLATION. PIT SHALL BE A MIN. 2 TIMES WIDER SOIL :: THAN ROOTBALL AT BASE AND A r V) MIN. 3 TIMES WIDER THAN ROOTBALL CUT EDGE ;�,, ;�-.N,.�,. ; .y. .. ,- r r w W AT FINISH GRADE. DEPTH SHALL BE — NOTES: SAME AS THE ROOTBALL. y, 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. DECIDUOUS TREE PLANTING AND STAKING DETAIL SHOVEL CUT EDGE 6-FOOT HEIGHT VINYL FENCE 6-FOOT HEIGHT VINYL FENCE WITH LATTICE TOP 5 NOT USED NTS NTS 3NTS 4NTS NTS 0 X2 STAINLESS z STEEL i 27 �A FLATHEAD CAP SCREW r' PLIANT SCHEDULE FOR FULL PLANT SCHEDULE SEE L2.0 � -� �- DECIDUOUS TREES CITY BOTANICAL/COMMON NAME HOLES ®� 31 -��- ° 17 j �. _ 64 ACER TRUNCATUM'PACIFIC SUNSET'TM 3 � PACIFIC SUNSET MAPLE a W— 21 \ 18 CARPINUS BETULUS I SIDE VIEW EUROPEAN HORNBEAM _ � d W • 71 4" 62 GLEDITSIATRIACANTHOS•SKYLINE• ® —� O S ® d SKYLINE HONEY LOCUST IV�% ` I" \ 3 PYRUS CALLERYANA'CAPITAL. ® + _ • \\� 1 \ CAPITAL CALLERY PEAR + 81 TILIACORDATA'GREENSPIRE ° Q1 ° I + d . �, � GREENSPIRE LITTLELEAF LINDEN °. 1 73" ® .t' , ° a M/a M/a M/a M/a M/a FRONT VIEW EVERGREEN TREES CITY BOTANICAL/COMMON NAME ° ° 1 ° ° ° z NOTES: 1. 140-60 BENCH BY DuMor WITH NO CENTER ARM REST 5 PICEA PUNGENS • - ° ° N d COLORADO SPRUCE �l w w w w w w r n 2. FINISH TO BE POWERCOATED BLACK. m,�+� w w w w V 3. REFER TO LAYOUT PLAN FOR BENCH LOCATION. h w w w w Q z LJ..Iu a. 4. INSTALL PER MANUFACTORY RECOMMENDATION. Z 10 PILAUS FLEXILIS•VANDERWOLF•S PYRAMID — Q VANDERWOLF'S PYRAMID PINE `� Q STREETSCAPE BENCH DETAIL LARGE TOT LOT (TYPICAL) Q 67 � - U NTS NTS SHRUBS CITY BOTANICAL/COMMON NAME MM®® 00 ®® ®® 0 ff3 O w Q "WOOD CARPET" O 20 BUXUS FAULKNER BOXWOOD FAULKNER � Ow ° (DO ° O� OO 000 ��.0 N z 00 _CREATIONAL SURFACING OR o � ®® ®® ®® ®® �� o L Q PPROVED EQUAL, SHALL BE Q uj J ;TALLED AT A DEPTH WHICH CL WILL COMPACT TO NO LESS 12 HYDRANGEA PAN ICU LATA LITTLE LIME' N THAN 12" ov CONCRETE VERTICAL CURB LITTLE LIME HYDRANGEA 6" Y2' RADIUS (TYPICAL) GEOTEXTILE FABRIC SHALL Q N FINISH GRADE PER PLANS GRASSES QTY BOTANICAL/COMMON NAME c� CONSIST OF WOVEN, NEEDLE MATERIAL VARIES 20 SCHIZACHYRIUM SCOPARIUM'STANDING OVATION S ° N PUNCHED POLYPROPYLENE iv ° a S a ° SUBSTRATE BONDED TO A 1, STANDING OVATION LITTLE BLUESTEM ° 9 ° 1 . ° ° ° ° NONWOVEN PLYPROPYLENE M/ M/a �M/a M/a M °S° FABRIC, WEIGHING NOT LESS , / / ......... / N VARIES CONCRETE VERTICAL CURB SEE PLAN PER PLAYGROUND CURB AND PERENNIALS CITY BOTANICAL/COMMON NAME + THAN LE OZ. PER SQ. YD. \ \j\/�\ SAFETY SURFACING DETAIL COMPLETELY COVER AREA ;,v,�'.'. ;: \�\\\/\ INDICATED ON PLANS ,• J \ / / \ \/ 66 LAVANDULA ANGUSTIFOLIA'MUNSTEAD d• OVERLAPPING EDGES AT A ° •' \\/\�\��\ l• MUNSTEAD ENGLISH LAVENDER -1 / a o AINIMUM OF 12'. WRAP TOP 1•. 'i/�/\� \/ /\ •. d '� �� , AND SIDES OF GRAVEL WITH �N 'f• m FABRIC. "WOOD CARPET"— FABRIC. \ • ° RECREATIONAL '�y :. .. + 60 RUDBECKIA FULGIDA LITTLE GOLDSTAR• + ° N ` '•.` \� \/ /�/ SURFACING ::�: a•' �: . LITTLE GOLDSTAR BLACK-EYED SUSAN 8" DEPTH OF PER PLAYGROUND : : • ® — �/ I l•.•: / CURB AND SAFETY r' f..•:..:•. I qcc� WASHED SURFACING DETAIL GRAVEL SOD/SEED CITY BOTANICAL/COMMON NAME ® � 0 34' CRUSHED WASHED GRAVEL " l ' 2 N AGGREGATE /jam/ \ / / / / PER PLAYGROUND r•: �l •; '' 1.5' MIN. DEPTH 192,441 SF TURF SOD RHIZOMATOUS BASE \/\/ 1 / M \\ \ CURB AND SAFETY , ASTM C-33 RHIZOMATOUS TALL FESCUE \/� SURFACING DETAIL f' ;: �} .�:r`�. } / '..:?'.. . SAND WINDOW W NOTES: EXISTING SUBGRADE d COMPACTED TO 95% CRUSHED d E 1. SCORE JOINTS @ 10' O.C. AGGREGATE BASE � ' \\\ / \� �, �, 3 N > DRY DENSITY PER y ':`•' `.:; N 2. EXPANSION JOINTS ® 40' O.C. AND WHEN CURB ABUTS PER PLAYGROUND /\ ASTM D698 // SIDEWALK. CURB AND SAFETY //\\ / / :....:.:.::.:`°. '':;,`,•/ \ / / / \ i, .�, d 3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF SURFACING DETAIL j\\�/\j� ` /\�\ ��\ ���\� 11 o STRAIGHT CURB AND RADII. \%\\/�� �%\/./� .�\ \\/\� .�\\ / COMPACTED Z 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER SUBGRADE g OF 3,8" THICKNESS. NOTES: PLANTING DETAIL ENLARGEMENT 5. SCORE JOINTS SHALL BE MINIMUM Y8" WIDE, 1Y2" DEEP, 1. CONTRACTOR SHALL OVER EXCAVATE SAND WINDOW AND ROUNDED CORNERS. 1' INTO FREE DRAINING MATERIAL. E N G I N E E R I N G z 0 20 40 60 5725 NORTH DISCOVERY WAY g PLAYGROUND CURB AND SAFETY SURFACING SUBSURFACE DRAINAGE SAND WINDOW Plan/Profile Scale: 1" = 20' HOISE, 208)63 IDAHO -693 q8 PHONE(208)639 6939 NTS NTS kmengllp.com 9 s FENCE SCHEDULE DESIGN BY: MSD/WHB a Z DRAWN BY: MSD/WHB F OTHER SYMBOLS DESCRIPTION CHECKED BY: MSD/AY Z x x 6' SOLID VINYL FENCE. DATE: 9/z3/z1 PROJECT: 21-099 u s 6' SOLID VINYL FENCE WITH LATTICE TOP. SHEET NO. s 4' CLEAR VIEW METAL FENCE. L5.0 0 ti N d .�` �E 0 p I'D 0" REFERENCE PHOTO : ;41 SSA YES'' • • • SIGN n v W i LA-165.'7 i do wkimdo■■■m DISPENSER REFERENCE PHOTO COLOR #1 48881 N�p� afw your dog LEASH HOOK HOSE BIBB 12" (2) 47.5" POSTS ONYX OVERLAP EG07 POST ONE TRASH 4" ONTO W CAN POST TWO. PET BOWL o 5" FINISHED GRADE ABOVE o k GRADEcn r . 1 24" DEEP, 12" DIAMETER � � /\\ 14,� z CONCRETE FOOTING O\ \� ` % w III=1 11= III=1 w Lu 2" DEPTH DEPTH COMPACTED D11=111=1 I _ I—I NOTES: 12 AGGREGATE BASE PER m = _ _ _ _ _ _ _—III—III= NOTES: GEO-TECH I -I I-I I-I I-I I-I I-III-III-III-III-III-III-,I 1. INSTALL PER MANUFACTURERS RECOMMENDATION. _ _ _ _ _ _ _ 1. WWW.DOG-ON-IT-PARKS.COM. DELUXE DOG WATERING STATION OR APPROVED EQUAL. 2. WWW.DOGWASTEDEPOT.COM. DEPOT-006-B OR APPROVED EQUAL -IIIIII—III—III—III—III=1 I I=1 I I—I i i—� —��' — CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO ORDERING. INSTALL PER MANUFACTURERS RECOMMENDATION. 10 DOG WASTE STATION BOULDER INSTALLATION 12 DOG WASH STATION NTS 11 NTS NTS 0 z 4" X 4" METAL POST WITH PYRAMID 5'-0" CAST ALUMINUM CAP 4" MAX "X2"X.125" PICKET METAL POST �6„� SPACING WITH PYRAMID CAST ALUMINUM CAP. ETAL POSTS, "X 1"X .180" CHANNEL RAILS, AND 1 ;. X 2" PICKETS PER METAL CHANNEL RAIL. FRONT VIEW DETAIL. METAL "X1"X.180" 1 FENCE TYP. SPRING LOADED, PANEL 0 x METAL CHANNEL RAILS. w SELF CLOSE, POST j PRE PUNCHED FOR o GATE HINGES (2 TOTAL) TOP VIEW PICKET INSERTION. Q Z PICKETS TO BE FENCE PANEL POST FOOTING LW ,cD� = ATE PULL HANDLE. WELDED. INSTALL ONE FINISH GRADE LEEL ON EACH SIDE OF 12" � GATE. MATCH HANDLE ON 6' FENCE. c. LACE POST FOOTING j METAL PICKET. j\\\\ LACE POST FOOTING • l f •" 'f• _. \ 4"-6" BELOW GRADE 4"-6" BELOW GRADE f '" S�E TOP VIEW TING, %\ o / ' \%% i� ..}.;jy., �.,.METAL O z FENCE PANEL POST / \ / \ ONCRETE FOOTING, z , \\ �\j SEE TOP VIEW - GATE POST �:'r `,I• ,GATE Q Q i OST SHALL NOT MAKE i ` POST LJ..I _ J \\ CONTACT WITH GROUND \\ / .3. �r•i.:r;..; DEPTH COMPACTED N \\ / Lu --POST SHALL NOT MAKE _ Q AGGREGATE BASE PER CONTACT WITH GROUND TOP VIEW GEO-TECH GATE POST FOOTING — Q NOTES: 12" 2" DEPTH COMPACTED � � U 1. ALL FENCING COMPONENTS TO BE BLACK. AGGREGATE BASE PER (Q 2. ALL WELDS TO BE ALUMINUM. GEO-TECH O Lu Q U � z 4' CLEAR VIEW METAL FENCE w Q 13NTS 0 a X N N1 a 0 W O l7 3 0 r-i N O N M N ci Z W N } Q 3 0 z g a E N G I N E E R I N G z 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 q PHONE(208)639-6939 kmengllp.com z z 5 DESIGN BY: MSD/WHB W z DRAWN BY: MSD/WHB N CHECKED BY: MSD/AY z DATE: 9/23/21 w PROJECT: 21-099 u z SHEET NO. s 0 ti a •flit//f1 W. CHINDEN BLVD. (HWY 20/26) .`',•e,SEOFjDA W yr. �.` •......�� fy •. •'SSA YES*,0 �L — T T T • : ?� • w . % '• LA-1657 09 09-23-2%9* 00 SCA4;• I I ui a C-G FUTURE HOSPITAL I I 3 N Z O Lu w F- I 2 LOCK 13 1 3 �I o z BLOCK 9.2 � 1 FUTURE m O BLOCK 1 CK 14 PHASE _ O O 10 L u 1 5 8 11 12IL O L1J O 7 O O 13 14 15 O Z Q U OO 16 17 18 L u — z F/ 20 O 21 z 3 � REt/NE O 22 23 24 BLOCK 1 LL � •; O OR. O O 25 26 O Q OF O 1 � � W. STURGILL PEAK ST. 17 16 15 w• F�RELINECT FUTURE / , CLLJJ B1 3 14 13 12 PHASE / 0 Lu 0 w U � 1 $ ADO w CL Q 3 LLi g BLOCK 2 U BLOCK 4 Q 9 10 1 0 1 z � W. PARACHUTE DR. � 10 CK 11 O a - Q N J 0 OZ BLOCK 5 8 O9 10 X O O 11 BLOCK FENCE SCHEDULE 12 O OTHER SYMBOLS DESCRIPTION � J x � W O d " 13 Q 4 0 o X X 6' SOLID VINYL FENCE. O W J o O O7 O8 O9 10 11 12 13 14 15 16 17 19 BLOCK 10 6' SOLID VINYL FENCE WITH LATTICE TOP. 14 N O 2 ~ Z Q W. SMOKEJUMPER ST. < 4' CLEAR VIEW METAL FENCE. M 7r Q N_ 0 Ci 0 U Z O O O O O � O O O O O6 7 8 9 10 11 12 13 14 5 � 2 BLOCK 7 Z BLOCK 8 O O O O O O O O N 1 O } BLOCK 9 3 X X z g a E N G I N E E R I N G 3 FENCE EXHIBIT 5725 NORTH DISCOVERY WAY q PHONE(08)639-6939 0 150 300 450 z kmengllp.com s Plan Scale: 1" = 150 DESIGN BY: MSD/WHB z DRAWN BY: MSD/WHB N CHECKED BY: MSD/AY z DATE: 9/23/21 w PROJECT: 21-099 u z SHEET NO. s 0 7. ti N d i PLAT OF Prescott Ridge Subdivision No. 1 A PARCEL OF LAND BEING A PORTION OF LOTS 18 AND 19, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION AND A PORTION OF THE NE 1/4, THE SW 1/4 AND THE NW 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2021 FOUND ALUMINUM CAP, "8961" 0 200 400 600 20 21 N 1/4 SECTION 28 - - - W. Chinden Blvd. PER CP&F INST No. 2018-046039 21 Plan Scale: 1" = 200' 29 28 - - - - - - - - - S89'27'17"E 2609.40' - - - - - - - - - - - - - - - tFOUND ALUMINUM CAP, "8961" 28 NW CORNER SECTION 28 S89'26'02"E PER CP&F INST No. 2017-074125 65.00' I ( i 00 I 100 o 110 SHEET INDEX LO m SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND u O SHEET 2 - DETAIL PLAT MAP in +o � Unplatted SHEET 3 - DETAIL PLAT MAP, LINE AND CURVE TABLES �n LALO SHEET 4 - DETAIL PLAT MAP ca i� z M SHEET 5 - DETAIL PLAT MAP, NOTES SHEET 6 - CERTIFICATE OF OWNERS I Z O SHEET 7 - CERTIFICATES AND APPROVALS Z N cn REFERENCES Z • S06'50'09"E R1. PLAT OF PEREGRINE HEIGHTS SUBDIVISION, BOOK 68 OF PLATS, PAGES 1 84.56' 7026-7027, RECORDS OF ADA COUNTY, IDAHO. 1 NQ1'36'18"E • • R2. RECORD OF SURVEY No. 2815, RECORDS OF ADA COUNTY, IDAHO. I n 120.10' 3 S06'20'25"W N00'34'29"E • 82.31 ' R3. RECORD OF SURVEY No. 8502, PAGE 8, RECORDS OF ADA COUNTY, IDAHO. 131 .10' • 2 SOO'34'29"W LEGEND S89025'31"E 284.46' 22.99' BLOCK 13 ® ALUMINUM CAP AS NOTED 1 • 1 1 S44o51 '44"E FOUND 5/8-INCH REBAR AS NOTED 3' 1 CURVE TABLE Peregrine Heights 3 17.534'29"W SET 5/8-INCH REBAR WITH PLASTIC CAP MARKED SOO* "ALB 12459" CURVE RADIUS LENGTH DELTA CHORD BRG CHORD Subdivision 47.00' NOO'06'05"W 2 • SET 1/2-INCH REBAR WITH PLASTIC CAP MARKED C1 295.00' 202.31' 39"7'37" N20'13'17"E 198.37' 253.04' W. Lost Rapids St. BLOCK 12 S460042W "ALB 12459" C2 455.00' 221.74' 27'55'22" N14'32'10"E 219.55' • 17 63' L•� CALCULATED POINT, NOTHING FOUND OR SET 1 C3 545.00' 336.71' 35'23'54" S22'10'09"W 331.38' • SO N74'07'45"E 1 16 LOT NUMBER C4 205.00' 140.59' 39'17'37" S20'13'17"W 137.85' 93.28' 7.67 U SUBDIVISION BOUNDARY LINE /fir V LOT LINE N34000'44"E 00r • - - - SECTION LINE 47.02' 1 Unplatted ADJACENT LOT LINE • S� N09046'30"W BLOCK 14 i 33�1 „ 11 .09' - - - - - - - - - EASEMENT LINE 7 8 F 48 ,� • O Unplatted p I 9 10 • `y D� 1 O g 11 12 13 14 15 16 S 1$ 08,,6„E 589 77' h V �• i � 0 o Q 17 18 20 Lot 18, Block 1 • �SO4'09'36"E �, z� a, z1 22 Peregrine Heights .y_, , 0) O3 BLOCK 1 23 24 • • 22.81' o n 25 z6 z7 s. Subdivision °' ``' 22 VI/ Fire 28 29 �sS `�' •• �i S39'14'42"W ,�= z1 ne pr. 30 ��� C SURVEY NARRATIVE 20 �9 s� `r + h 67.00 o turgill 1 19 18 17 16 W. Fit 9 �>> N75051'12"E ,+<v v rod a�� THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE U m o O P t. N O 0 15 14 elin F .>- ^. Sd I 2 F)P p > 13 12 e Ct. `9' 48.41 ' O a pc �'L SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN ma 2 Q BLOCKS g O h S THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. z U) Q 4` 0 0 0 7 Oj 5 4 • • S00°52'17"W 1 ( Z 3 Q 5 6 7 11 9 3 , '<? ,,� MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH 0 N O 225 0, 2 BLOCK 2 97.82 'h°' �?�' S85*18'18"W THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF 1 4 0 10 N7g•0 ,62 205.58' eV 23.28' RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. 0 w Parachu 5� 10 8 6"�y N89'25'31 "W BLOCK 10 �� O z 0 0 0 0 to Or, v S1 1°51 '44"W 168.50' N00 34 29 E 0 z 3 4 5 6 7 8� O S78'08'16"E 51 .50' 12.08' BLOCK II 6 1 BLOCK 5 9 10 1 • „ • BLOCK4 • �' • S89 25,31 E °- • I \O�pl LAND N89 21 12 W 625.00 v (0 • S11'51'44"W 35.69' 270.00' 1 20 21 S89'27'17"E 2609.40' 21 �`'�FGk R POINT OF BEGINNING O 11 >, . • S00.34'29"W ® z O S00 34 29 W 103.84 SOQ'34'29"W Ci ' Lot 18, Block 1 29 28 28 o 0 12 S89'25'31 "E 697.82' 51 .50' �, 44*51 ' 12459 o • -, S44 51 44 E Peregrine Heights 0 10 13 12 Z 'S 23.28' Subdivision 1 o Unplatted w 14 5 O O O 10 11 13 14 15 16 • • S89025'31 "E N '9y� OF P�Pao M 15 O 0 6 BLOCK 6 17 19 0 O • 53.42' I o '� r7 �- POINT OF COMMENCEMENT p W. Smoke um er St. 18 1 • • I N I N SET ALUMINUM CAP, "ALB 12459" p W 1/4 SECTION 28 6 PER CP&F INST No. 2021-______ 1 2 3 4 5 2 3 4 5 1 �2 SOQ°34'29"W L z 0 0 � 0 � Q (] @@ 0 Z Developer 6 7 8 9 10 11 12 13 14 15 _ 625.00' _ , BLOCK? BLOCK8 BLOCK S 188.569 0 d� PROVIDENCE 29 28 sN89'21'12"W - N89'21 '12"W 686.03' • - - - - - - a� NOO°52'21 "E N89°14'44"W 714.92' SET ALUMINUM CAP, "ALB 12459" z ENGINEER 1 N G > 16.96' C 1/4 SECTION 28 PROPERTIES, LLC. 5725 NORTH DISCOVERY WAY Unplatted PER CP&F INST No. 2021- Meridian, Idaho PHOINE(08)6 9-6939 v kmengllp.com 29 28 N89'21'12"W 2622.17' Z FOB NO. 21-099 SHEET 1 OF 7 i I i PLAT OF 92.59, Prescott Ridge Subdivision No. 1 136>1 33'16"4. 40. 0) N74'43, cn 16' 0 111 '501 136 50, co iu o O i 25.00' 40.27' 0 0 N74• o o M°' 9 0 40.2>' Unplatted 43 21"w `n o co o N 10 0 .� ,w 25,>4 • 1, °' � 40. m 2 Z M o d a 40.0p, o O BLOCK 1 0 ;°�' ^ Z 12 c0 cu 40.00, i N74.00 ICY) 4 0 O$ o ^ z 13 .dam 'y' 40.00' j `� 0 11 3 27`w `� C26 ^ Z N ° 14 '� . o . W o 0 4p 00' 40 S7$•0$' 6„E oN 1.50, 2 �R G25 4 15 "? -`r o er v? N o 00' 40 5$9.77° N 0.20' z - 16 �? `t v? .00' ^ z n 17 ? v- 40.0p' 0 , S 20' I %M W ^ ,W 40 0 N>3.54 3 �� G6 i S> 40.2o, ^ ^ z ^ 18 19 !� o to 40.00, 112�22> C31 a Z 20 v? o !u 40.0p, c> c� 6 68, 132 74 E 40 0p, 40.00' o n Z 21 22 =� dLu 40 0p 40.00, 3 • O cV ro� 62'83' C7 40 0p, Z o 2 Z 23 _ -� o � 5.34 Q• 40 0p N '^ 24 � d / BLOCK 1 z Z 25 !o �° N86'20'12"W 49 02' 40.00' z 26 � '� !u °p 111.50' 40,Op' " 27 S d '96,c� U N v• N cp C29 w. Fireli ,� o `' N �, pLU ne Dr. 4o.p0, z ^ :� 28 9 30.00' , O • 22 U 44 7o� 40. 40.00 2 ^ 29 _� m j" s, o w r- N o ^ N :W ^ 0p' 388.20' -�-- 40.00, Z ^ ^ ^ n 00 O 6A �6'• 19 N88'59'23"W 106.98' N 00 � 50.Op' S78.08,1 40 0 z " ^ 0 30 9 �• �2 104.03' ,\�. -allo r� � of 21 .� v 40.00, ©E 617, 0 40,p 2 ^ 4 0' , o o z ^ 20 ",� 40.00 5 �_ 40.00' i� p k, • F 0 0 !n ^ 19 ,a o d O.Op' • 40 00 � o 0 4- rn W. Sturgill Peak St. � z z ^ ^� 18 -`� ?�' 40.0p, 40.op' V wo 0 _ N88'59'23"W _ '`� Z ^ ^ ^ 17 LO ,� cL, 45.48, G� ��O a�r� 192.00' o • rn O S780g� 42.39' ^ Z ^ 16 ^rr lA �5 �6 .28' VV. Fireline • h° `� 0 0 Sri 50 16 E 40.00' BLOCK 3 n 15 o o a � 35.48' 'vt. U o > 91' 50.97 5p 0 2 _ cn 14 �? .� o 4p.00, v �N 104.03' �� Q d 57 40' 40.0p, Z ^ z 13 R •d O / 40.00' 40.00' �R9 z 30.00' S88'59 23'E 106.98 Q M ,,� 8. 40.00, ^ Z oo Co L 00 40 c� N75°51 '12E Z o o 57.9g, 50.00, ^ z !� 12 ;w 4p• 9u" Ln 0 00 N r i � w S7 0g 16 E 6 p 40.00, ^ 9 CO 8 '.� co a �u p0 C35 -s 48.41 O `r b `n o G ) i� J 0p' S0.0o' 0' o o ^ o a a` c `n Lri`r 2 o O o O o cu 50 O0' 40 Op' rn "� „ O6 voi � w •cV •o N88'59'23 W o N co o � 6p Sp N W „� Z ^ ^ n O _ - • CN °� z o ^i 5 ,n d W 00' 00' _ rr o 111.50 I Z Z o'006Lo � S78'08'16„ w rn ,d oo N oo Z z O4 cn ^? co w rn rri q 0 3 � Z ^ Z o c� 7 - E °' /o 40.Op' Z ^ 2 - o 2 0) 1 N 0 N n O o N O _ 8 V- o �, v� Z ^ ,rr 50 p0, •3p p0, 4 BLOCK 2 O o 0 o i� -C LIDZ _ O v? 0.0p' Z o I o _ ,N� N88'59'23"W "� `�O 59.53' 50.00' 50.00' C36 ^ Z ^ 90 .`t 2 /V7 40.0p, _ ' 111.50' w C37 ^ ^ rn $ 0$' „ 40•00' a� N o o i\ 3g 4p 27 ^ ,= n 10 0 2 6 w �25. 40.0p, C Ow o 4 o M• _ S89'21'12"E_ a- - -� 60.0p, ^ z o O 62 35'62' 34.11' 170.96' o a`n o N v BLOCK 4 197.80' - 0 50 00, / 0 10 �? h • N89°25'31 "W 205.07' • a 0 N88'59'23"W z �� �- ,U �/�/ P 60.00, � Unplatted I 111.50' �`L 45.52' 50.00' 50.00' C39 C40 0 S7sraChUte Dr. 4548, G 'n 8'16" Z 0 O 0 23.50'23.50' o C41 51.75' N 2-vE `L1 <<P 0 0 0 1 ro 92.LO Sg' 11 1.50'„ ! `r i� 3 0 r i 0 r� i ^ 5 g9, v- S78' 1 S88'59 23 E o = O o O o O o O o o O ' 3 0 4' 0g, 6'E N o o 0 0 0 "� N i� 6p 44 �� '� 83 5p o•N O co b o C o� (n r BLOCK 5� 0 0 o rn o rdi r' ,� ^ �� 45.48' S78'08'16»E ONpL LAND 4 � o (n o N 't 10 ^ 2 co 10.00'N 51 .50 C, �G1STE S� M O N I� • �` �• •30.00 27.00' 111.50' 23.50' 3.50' r 50.00' 50.00' 50.00' 50.00' 50.00' 58.00' 91.49' 0 Q N a 12459 • POINT OF BEGINNING N89'21 '12"W 625.00' •� ( N S78'08'16"E 55.48' S11051 '44"W J� o N 50.20' 61.58' v v O2 35.69' N89'25'33"W 1 1 1.78' to 00 • - ter• q'QpN C 0 B b - w N89'25'31"W "' ZOZ p O N O ��, I 11 � 1 1 1.50' Unplatted N89125121"W o O o Developer N PROVIDENCE 0 12 23.50'23.50' N89'25'31"W o PROPERTIES, LLC. Lo w N89'25'31"W I 1 1 1.50' 18.50' N Meridian, Idaho i� o 0 1 12.50' oo O • 0 0 o L _ I o 0 13 00 z 0 E N co BLOCK 6 r O m r7 ro `t N89'25'31"W 1 12.88' �' N 0 N � w I BLOCK 5 Z 00 r7 0 I O o 14 Ln I ® LO Nt E N G I N E E R I N G N89'25'31"W 108.74' 0 60 120 180 Z 10.00 15 98.82 �p� �`� 5725 NORTH DISCOVERY WAY Plan Scale: 1" = 60 PHONE(2 8)639 6939 POINT OF COMMENCEMENT SET ALUMINUM CAP, "ALB 12459" ®® o o kmengllp.com W 1/4 SECTION 28 See Sheet 3 PER CP&F INST No. 2021------- 29 28 JOB NO. 21-099 SHEET 2 OF 7 PLAT OF Prescott Ridge Subdivision No. 1 _ -See Sheet 4 See Sheet 2 -� 23.50'23.50' N89'25'31"W Unplatted Peregrine Heights N89'25'31"W I 1 1 1.50' 18.50' „ , Subdivision S89 25 31 E 697.82 / I • • 112.50' 3 0 O4 63.91' 50.00' 50.00' 60.00' 50.00' 150.00' 50.00' 60.00' 50.00' 60.00' 53.91'OoMw0 o BLO1C3 KS h �NZ_ •N _ O5 N Oe �•O Oo�, 1 - N .S00°34'2 9"W`°0 E [BLOCK 51 .50' N N89'25'31"W N89'25'31 'W 112.88' o • `r N0 0°34'29 "E n 111.50 N CD N S89•25>31 > EN 0) 270.0 12.08f •• 25.0o 0� '•12 5 .00' 23.50 235 111.50'3 ' 111.50'` oN o o o o 0 0 0O Ui ` o O 0 o ` ` " o ° o 00 O � LO O U BLC 0 O N w Ln qr co n 00(3 6 Oo � a o9 �z tD � � �N89'25'31"W 108.74' N89'25'31"W 106.98' 0 Z S89'25 31"E 106.98' Q�I S89'25'31"E 106.98' o. . . 1 .00 63.91 50.00 50.00 60.00 �i rn .91 % z.0 0 137.01' N89'25'31"W N 967.82' N89' . 6' N Z 180.00' Lo . moejumper St. N89'25'31"W 934.58'o ` W. Smokejumper St.60 . . .84' 1�1 65.48' 70.00' 60.00' 70.00' 70.00 66.08' 70.00' 70.00' 70.00' 60.00' 60.00' 60.00' 55.05' ��� � ' 00 _ w w wUjCO N t() N (O N N pNp O) d� O 6i w w w - O N O M O M O � N L O N d O .- O N O T N N O r O) 0) N N M 5 N N N N O� N N p O N O N o o BLOCK 7 o 0 `r 6 '`� 1 N = o o o b O O 0p o r� M N .- cn o z z z ao o Z o 0 0 0 N '� 7 °' r� O8 rn O9 0 10 11 O O d O 0 Ln z , , 01 M Z z Z Z N 0 N o N o n o 0 0 0 r 12 o 0 o z Cn o 00 � Z � Z BLOCKS z � z � Z T z .- 0 � • 68.42' 60.00' 60.00' 67.86' 60.00' 23.50' 3.50' - 70.00' 70.00' 60.00' 70.00' 31��L 25' 0 0 N89°21 '12"W 686.03' N89'21 '12"W 686.03' o N00°52'21 "E84' 66.08' 70.00' 70.00' 70.00' 60.00' 60.00' 60.00' 60.00' N 25.00' 5.00' 1 6.96' N89°14'44"W 714.92' • Unplatted I CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD I C1 295.00' 202.31' 39'17'37" N20'13'17"E 198.37' C14 500.00' 275.78' 31'36'09" N16'22'33"E 272.30' C27 284.50' 13.17' 2*39'11" N2'20'13"E 13.17' C40 476.50' 50.39' 6'03'34" N82'02'43"W 50.37' C2 455.00' 221.74' 27'55'22" N14'32'10"E 219.55' C15 504.59' 21.76' 2*28'16" N2'20'13"E 21.76' C28 51.50' 93.45' 103'57'45" N55'38'41"E 81.14' C41 476.50' 7.30' 0'52'40" N78'34'36"W 7.30' C3 545.00' 336.71' 35'23'54" S22'10'09"W 331.38' C16 466.51' 94.84' 11'38'52" N9'26'37"E 94.67' C29 323.50' 27.24' 4'49'31" S74'47'13"E 27.24' C42 223.50' 37.94' 9'43'38" N6'59'55"E 37.90' C4 205.00' 140.59' 39" 7'37" S20'13'17"W 137.85' C17 443.00' 89.80' 11'36'51" N9'28'14"E 89.64' C30 323.50' 5.30' 0'56'20" S77'40'08"E 5.30' C43 223.50' 6.09' 1'33'37" N1*21'17"E 6.09' C5 308.00' 14.26' 2'39'11" N2'20'1YE 14.26' C18 475.60' 20.51' 2*28'16" N2'20'1YE 20.51' C31 276.50' 27.81' 5'45'49" N75'15'22"W 27.80' C44 176.50' 34.77' 11'17'15" S6'13'06"W 34.71' C6 75.00' 136.09' 103'57'45" N55'38'41"E 118.17' C19 443.00' 60.77' 7'51'35" N7'35'36"E 60.72' C32 15.00' 20.78' 79'21'40" S62'10'54"W 19.16' C45 275.00' 188.60' 39'17'37" N20'13'17"E 184.92' C7 300.00' 30.18' 5'45'49" S75'15'22"E 30.17' C20 443.00' 29.03' 1 3-45'15" N13-24'01"E 29.02' C33 50.00' 72.02' 82'31'51" S63'46'00"W 65.95' C46 1 225.00' 154.31' 1 39'17'37" S20'13'17"W 151.30' C8 50.00' 51.31' 58'47'45" N72'27'51"E 49.09' C21 1 331.50' 15.35' 2*39'11° S2'20'13"W 15.35' C34 50.00' 65.33' 74'51'48" N18'31'56"E 60.78' C47 475.00' 12.56' 1'30'54" N39'06'39"E 12.56' C9 500.00' 97.87' 1 11'12'56" S83'44'44"E 97.72' C22 98.50' 36.29' 21'06'29" S14*13'03"W 36.08' C35 50.00' 40.05' 45'53'54" N78'54'48"E 38.99' C48 475.00' 212.30' 25'36'29" N13'22'44"E 210.54' C10 200.00' 39.40' 11'17'15" S6'13'06"W 39.34' C23 98.50' 39.91' 23'13'03" S36'22'48"W 39.64' C36 523.50' 46.86' 5'07'43" N86'47'21"W 46.84' C49 525.00' 360.05' 39'17'37" S20'13'17"W 353.03' C1 1 250.00' 171.45' 39'17'37" N20'13'17"E 168.1 1' C24 98.50' 25.14' 14'37'21" S55'18'00"W 25.07' C37 523,50' 45.88' 5'01'18" N81'42'50"W 45.87' C50 27.50' 23.76' 49'29'48" N64'40'37"W 23.02' C12 500.00' 342.90' 39'17'37" N20'13'17"E 336.22' C25 98.50' 41.86' 24'20'48" S74'47'05"W 41.54' C38 523.50' 9.73' 1'03'55" N78'40'13"W 9.73' C51 27.50' 24.31' 50'38'46" N65°15'06"E 23.52' C13 500.00' 67.12' 7'41'28" N36'01'22"E 67.07' C26 98.50' 35.53' 20'40'04" N82'42'29"W 35.34' C39 476.50' 35.58' 4'16'42" N87'12'51"W 35.57' \�Npl LAND G1 LINE TABLE LINE TABLE LINE TABLE LINE TABLE �1 o CL 12459 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE L1 S46'00'37"W 28.22 L14 S33'08'16"E 14.14 L27 N44'25'31"W 6.39 L40 N46'00'42"E 17.53 99 qTF OF L2 N43'59'23"W 28.22 L15 N56'51'44"E 14.14 L28 N44'25'31"W 14.14 L41 S44'51'44"E 45.60 L L3 N1'00'37"E 25.28 L16 N56'51'44"E 6.39 L29 S44'25'31"E 4.46 L42 N45'34'29"E 35.29 •'L?j•ZOZ I L4 S38'59'25"E 14.18 L17 S16'20'40"E 20.20 L30 S44'25'31"E 16.07 L43 S85'18'18"W 45.60 Developer L5 N38'59'25"W 25.12 L18 N33'08'16"W 14.14 L31 N45'34'29"E 14.14 L44 S4'09'36"E 45.49 PROVIDENCE L6 S46'00'37"W 6.39 1-19 N33'08'16"W 6.39 L32 N45'34'29"E 6.39 L45 N9'46'30"W 27.35 PROPERTIES, LLC. L7 S46'00'37"W 14.14 L20 S56'51 44"W 14.14 L33 S45'34'29"W 14.14 L46 N74'07'45 E 27.44 Meridian, Idaho L8 S43'59'23"E 14.14 L21 S56'51'44"W 6.39 L34 S45'34'29"W 6.39 L47 S46'00'42"W 27.96 L9 S43'59'23"E 6.39 L22 N33'08'16"W 20.53 L35 N44'25'31"W 6.39 L48 I S44'51'44"E 28.07 L10 N44'25'31"W 20.52 L23 N56'51'44"E 6.39 L36 N44'25'31"W 14.14 L49 S89'25'35"E 20.00 L1 1 N45'49'43"E 6.36 L24 N56'51'44"E 14.14 L37 S44'25'31"E 7.01 L50 N89'25'35"W 20.00 L12 N45'49'43"E 14.19 L25 S45'34'29"W 14.14 L38 S44'25'31"E 28.28 L51 S6'20'25"W 61.20 L13 S33'08'16"E 6.39 L26 S45'34'29"W 6.39 L39 N46'00'42"E 28.07 L52 S48'28'01"W 29.82 0 60 120 180 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY Plan Scale: 1" =60' PHONE(08)6 9-6939 kmengllp.com [JOB NO. 21-099 SHEET 3 OF 7 PLAT OF Prescott Ridge Subdivision No. 1 0 60 120 180 Plan Scale: 1"=60' See Sheet 5 L50 /� M o 0 CO j V r 1 2 00 N Z w 3 Unplatted N N p L49 rn DETAIL A M o ;� b N M SCALE 1t1 — 201 w� � ` S89'25'31 "E o z O o 1 / `1� ���` 22.99' Z 25.00'125.00' BLOCK 13 w Peregrine Heights co Subdivision 141, 001 n o N 0 .h �°' •c�'h BLOCK 12 �c 1 Ch hN �''h°� Jco • SS°o 2 -� SO4'09'36"E rn - 0 ss°° s�� " • ��° ,� s, �s s°, • 22.81 +� �•� �2 R Peregrine Heights 6'j22 sR� S �'�'/h°' ��s • S39'14'42"W Subdivision cc �o O1 ° Gli 67.00 d z L43 C SEE DETAIL A BLOCK 10 • • �0/ THIS SHEET ,' 1 �,� S44'51 '44"E i �^• �, N `� • 17.53' •++y� • / ��p� ,,y� S85'18'18' W �s� 3 c51 0• S00'34'29"W o %K�, • h��^•�� 23.28 LO SEE DETAIL B �• • 89'25'31"W'`�• 47.00 THIS SHEET 2 57.49' W. Lost Rapids St. L43 • z CS° w I • O ��o° N K • S46'00'42"W 23.28 o 0) N 17.63' • V o 'o 01) S85'18'18" ° z �' v co 3 �� der • Q o O 00 1 Peregrine Heights BLOCK 11 Subdivision DETAIL B NOo•34'29"E Q O 12.08 • S0003 4'29"W25.00 25.00 SCALE 1 20I 45.75 C14 o 6S44'51 '44"E BLOCK 10 n o 00 � • 23.2$ S89.25'31 "E rn • S89'25'31"E 106.98' o o rn 53.42' Om 1 I 1 92.03' �.�� z A� • 10.00'• 'S I I 57.51' 0 N 180.00' 11430' `) V� • (� — • . d— • Gg1 O I 934.58' N89'25'31"W ,� t0 V v LO a, N � o N �N74'07'45"E 0 0 0 ` o Q� I 55.05' �� �.� 57.51' 00 7.67' / L LO - N z I W. Lost Rapids St. `� � w `�� 3 %air •• NPL AND •N S89.25—'31"E — • � °' o m in �469' s89'25'31"E N O N34'0044E 21.09' 25.00 57.49' cV Li a- o Ln oo o M 47.02' �s,S?82 BLOCK 14 a 1 2459 o in O N 0 o I � z N O Cn N09'46'30"W • 2`�s19, 9 • �, ��q7 Pao j 0 1 N N Z 1 BLOCK 9 1 1 .09, 99,p F OF ° o LP z S89'21'12"E a� 1 �'� Z2. 7 Zt 25.00' w • oN 596.31' ,OHO + K 7 p 25.00' S.00 70.00' , �` • • 18.31' ��ti ry� U ( Developer Ozl • I SET ALUMINUM CAP, SEC 12459"TION 28 ��� Cry�°'� �h ,.� ��� I PROVIDENCE PER CP&F INST No. 2021 00 I U) PROPERTIES, LLC. /�"' �� o � Meridian, Idaho ��� �� Peregrine Heights I Unplatted ®� Subdivision I - - E N GI N E E R I N G 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 SET ALUMINUM CAP, "ALB 12459" PHONE(208)639-6939 C 1/4 SECTION 28 kmengllp.com PER CP&F INST No. 2021----_-- JOB NO. 21-099 SHEET 4 OF 7 I i f 20 21 - _ - - - W. Chinden Blvd. _ 21 _ _ _ _ _ PLAT OF 29 28 S89'27'17"E 2609.40' 28 FOUND ALUMINUM CAP, "8961" Prescott Ridge Subdivision No. 1 NW CORNER SECTION 28 FOUND ALUMINUM CAP, 8961" PER CP&F INST No. 2017-074125 N 1/4 SECTION 28 PER CP&F INST No. 2018-046039 1� j 0 0 LO NOTES LO L6 `.V `,4 1 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED � 00 NORMAL GROUND WATER ELEVATION. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. S89'26'02"E 65.00' 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION • • 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED •25.00 35.00' FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. - - - - - - - - - - - - W 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO > '- LO I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR a z PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT Uj of THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE of L RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR zo EXPANSION THEREOF". Cq w d 5. LOTS 1, 8, 19, AND 30, BLOCK 1, LOTS 1 AND 9, BLOCK 2, LOTS 1 AND 1 1, BLOCK 3, LOT 1, BLOCK 4, LOTS 1 AND o V)Z 1 15, BLOCK 5, LOTS 1, 6, 12, AND 18, BLOCK 6, LOT 6, BLOCK 7, LOTS 1 AND 15, BLOCK 8, LOT 1, BLOCK 9, LOT 1 BLOCK 10, LOT 1, BLOCK 11, LOTS 1, AND 3 BLOCK 12, LOTS 1 AND 3, BLOCK 13 AND LOT 1, BLOCK 14 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. A PORTION OF LOT 12, BLOCK 6 IS SUBJECT TO A STORM DRAINAGE EASEMENT AS SHOWN HEREON. 6. LOT 2, BLOCK 12 AND LOT 2, BLOCK 13 (COMMON LOTS) ARE PRIVATE ROADS. MAINTENANCE FOR SAID LOTS IS AS 1 PROVIDED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ROADS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. 7. LOT 8, BLOCK 1 (COMMON LOT) IS SUBJECT TO A BLANKET EASEMENT FOR A COMMON DRIVE TO PROVIDE ACCESS TO LOTS 5, 6 AND 7, BLOCK 1 ONLY. SAID COMMON LOT SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. THE COMMON DRIVES SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. n 00 00 00 t\ 1 o r0 8. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR PUBLIC UTILITIES Peregrine Heights 0 NO -Y AS SHOWN HEREON. ry Subdivision Uj O L 3 9. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR HOMEOWNER'S C.J in ASSOCIATION PRESSURIZED IRRIGATION. LO Z O LO In 0 LO o 10. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF 0 MERIDIAN. O Z 1 N 11. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY z RESTRICTION RELEASE. 30.00' 35.00' 12. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 13. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. 1 14. DIRECT LOT ACCESS FROM N. MCDERMOTT RD. AND W. CHINDEN BLVD. IS PROHIBITED. j - - - - - - - - - - - - -- - - - - - - - - - - - -�- - - - - - - - - - - - • z \�NNL LAND Ld n=o QD cn 0 L- 1 0 N a 12459 Z oE> a, o Q wCkf 7)m Vto tPJ9 Q�� E2 � • • m '9y�OF OF O�P!O - � • NL. BPS L q z 3 TOIL I N cNi L I 00 Developer W N 3 PROVIDENCE Co o N N M Z N PROPERTIES, LLC, •(0 Meridian, Idaho z I N • • N m cn M CD in � cD c0 O L50 M i o 0 00 i 2 0 o cV w N N Unplatted LIJ m L49 a, ENGINEERING N N o 0 60 120 180 o N 5725 NORTH DISCOVERY WAY PHONE(08)6 9-6939 r� Plan Scale: 1 = 60 S89"25'31 "E a z O o kmengllp.com z � 22.99 25.00'125.00' BLOCK 13 • See Sheet 4 [JOB NO. 21-099 SHEET 5 OF 7 i i PLAT OF Prescott Ridge Subdivision No, 1 i CERTIFICATE OF OWNERS KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. A PARCEL OF LAND BEING A PORTION OF LOTS 18 AND 19, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68 OF PLATS, PAGES 7026-7027, RECORDS OF ADA COUNTY, IDAHO) AND A PORTION OF THE NORTHEAST 1/4, THE SOUTHWEST 1/4 AND THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN ALUMINUM CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 28, WHICH BEARS S01'00'37"W A DISTANCE OF 2,630.72 FEET FROM AN ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 28; THENCE FOLLOWING THE WESTERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28, N01'00'37"E A DISTANCE OF 400.00 FEET TO THE POINT OF BEGINNING. I THENCE FOLLOWING SAID WESTERLY LINE, N01'00'37"E A DISTANCE OF 690.74 FEET; THENCE LEAVING SAID WESTERLY LINE, S71'33'16"E A DISTANCE OF 483.50 FEET; THENCE S78°08'16"E A DISTANCE OF 589.77 FEET; THENCE S46°56'01°E A DISTANCE OF 299.29 FEET; THENCE N75'51'12"E A DISTANCE OF 48.41 FEET TO THE WESTERLY BOUNDARY OF SAID LOT 18; THENCE FOLLOWING SAID WESTERLY BOUNDARY, S00-52'17"W A DISTANCE OF 97.82 FEET; THENCE LEAVING SAID WESTERLY BOUNDARY, N89°25'31"W A DISTANCE OF 205.07 FEET; THENCE N78'08'16"W A DISTANCE OF 225.62 FEET; THENCE S1 1*51'44"W A DISTANCE OF 168.50 FEET; THENCE S78°08'16"E A DISTANCE OF 51.50 FEET; THENCE S11*51'44"W A DISTANCE OF 35.69 FEET; THENCE SOD°34'29"W A DISTANCE OF 103.84 FEET; THENCE S89'25'31"E A DISTANCE OF 697.82 FEET; THENCE S00'34'29"W A DISTANCE OF 51.50 FEET; THENCE S89°25'31"E A DISTANCE OF 270.00 FEET; THENCE N00'34'29"E A DISTANCE OF 12.08 FEET; THENCE 202.31 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 295.00 FEET, A DELTA ANGLE OF 39'17'37", A CHORD BEARING OF N20'13'17"E, AND A CHORD DISTANCE OF 198.37 FEET; THENCE N39°52'06"E A DISTANCE OF 921.26 FEET; THENCE N09'46'30"W A DISTANCE OF 11.09 FEET; THENCE N34'00'44"E A DISTANCE OF 47.02 FEET; THENCE N74'07'45"E A DISTANCE OF 7.67 FEET; THENCE 221.74 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 455.00 FEET, A DELTA ANGLE OF 27'55'22", A CHORD BEARING OF N14'32'10"E, AND A CHORD DISTANCE OF 219.55 FEET; THENCE NOO'06'05"W A DISTANCE OF 253.04 FEET; THENCE S89'25'31"E A DISTANCE OF 22.99 FEET; THENCE NOO'34'29"E A DISTANCE OF 131.10 FEET; THENCE N01'36'18"E A DISTANCE OF 120.10 FEET; THENCE NOO'43'55"E A DISTANCE OF 607.79 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF W. CHINDEN BOULEVARD; THENCE FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, S89°26'02"E A DISTANCE OF 65.00 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, S00°43'55"W A DISTANCE OF 533.88 FEET; THENCE S06'50'09"E A DISTANCE OF 84.56 FEET; THENCE S06`20'25"W A DISTANCE OF 82.44 FEET; THENCE S00°34'19"W A DISTANCE OF 284.32 FEET; THENCE S44'51'44"E A DISTANCE OF 17.53 FEET; THENCE SOO'34'29"W A DISTANCE OF 47.00 FEET; THENCE S46'00'42"W A DISTANCE OF 17.63 FEET; THENCE SO1'18'03"W A DISTANCE OF 93.28 FEET; THENCE 336.71 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 545.00 FEET, A DELTA ANGLE OF 35'23'54", A CHORD BEARING OF S22-10'09"W, AND A CHORD DISTANCE OF 331.38 FEET; THENCE S39'52'06"W A DISTANCE OF 244.48 FEET; THENCE SO4°09'36"E A DISTANCE OF 22.81 FEET; THENCE S39'14'42"W A DISTANCE OF 67.00 FEET; THENCE S85'18'18"W A DISTANCE OF 23.28 FEET; THENCE S39°52'06"W A DISTANCE OF 547.64 FEET; THENCE 140.59 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 205.00 FEET, A DELTA ANGLE OF 39'1 T37", A CHORD BEARING OF S20'13'17"W, AND A CHORD DISTANCE OF 137.85 FEET; THENCE SOO`34'29"W A DISTANCE OF 45.75 FEET; THENCE S44'51'44"E A DISTANCE OF 23.28 FEET; THENCE S89°25'31"E A DISTANCE OF 53.42 FEET; THENCE SOO'34'29"W A DISTANCE OF 188.56 FEET; THENCE N89'14'44"W A DISTANCE OF 714.92 FEET; THENCE N00°52'21"E A DISTANCE OF 16.96 FEET TO THE SOUTHERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28; THENCE FOLLOWING SAID SOUTHERLY LINE, N89°21'12"W A DISTANCE OF 686.03 FEET; I THENCE LEAVING SAID SOUTHERLY LINE, N01°00'37"E A DISTANCE OF 400.00 FEET; THENCE N89'21'12"W A DISTANCE OF 625.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 27.420 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID PRIVATE ROADS AND EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. i 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. 1 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. \o*NL LAND .c E. DON HUBBLE, AUTHORIZED AGENT AARON L. BALLARD, P.L.S. 12459 CL12459 PROVIDENCE PROPERTIES, LLC. ACKNOWLEDGMENT 99�N of STATE OF IDAHO) L B SS ADA COUNTY ) THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 20_, BY E. DON HUBBLE, AUTHORIZED Developer AGENT, PROVIDENCE PROPERTIES, LLC. PROVIDENCE PROPERTIES, LLC. E N2G�IRTH N E o RRY NYG M BOISE,IDAHO83713 Meridian, Idaho PHONE(208)639-6939 SIGNATURE OF NOTARY PUBLIC kmenglip.com MY COMMISSION EXPIRES JOB NO. 21-099 SHEET 6 OF 7 PLAT OF Prescott Ridge Subdivision No. 1 i CERTIFICATE OF OWNERS NOTES KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. A PARCEL OF LAND BEING A PORTION OF LOTS 18 AND 19, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68 OF PLATS, PAGES 2. ANY RESUBQIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN 7026-7027, RECORDS OF ADA COUNTY, IDAHO) AND A PORTION OF THE NORTHEAST 1/4, THE SOUTHWEST 1/4 AND THE NORTHWEST EFFECT AT THE TIME OF SUBDIVISION. 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION COMMENCING AT AN ALUMINUM CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 28, WHICH BEARS S01'00'37"W A DISTANCE OF 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATEDFOR ASSESSMENTS FROM SETTLERS IRRIGATION QISTRICT. 2,630.72 FEET FROM AN ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 28; THENCE FOLLOWING THE WESTERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28, N01'00'37"E A DISTANCE OF 400.00 FEET TO 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO THE POINT OF BEGINNING. AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR THENCE FOLLOWING SAID WESTERLY LINE, N01°0037"E A DISTANCE OF 690.74 FEET; PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN THENCE LEAVING SAID WESTERLY LINE, S71°33'16"E A DISTANCE OF 483.50 FEET; IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THENCE S78°08'16"E A DISTANCE OF 589.77 FEET; THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE THENCE S46°56'01"E A DISTANCE OF 299.29 FEET; RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR THENCE N75°51'12"E A DISTANCE OF 48.41 FEET TO THE WESTERLY BOUNDARY OF SAID LOT 18; EXPANSION THEREOF". THENCE FOLLOWING SAID WESTERLY BOUNDARY, SOO°52'17"W A DISTANCE OF 97.82 FEET; 5. LOTS 1, 8, 19, AND 30, BLOCK 1, LOTS 1 AND 9, BLOCK 2, LOTS 1 AND 11, BLOCK 3, LOT 1, BLOCK 4, LOTS 1 AND THENCE LEAVING SAID WESTERLY BOUNDARY, N89"25'31"W A DISTANCE OF 205.07 FEET; 15, BLOCK 5, LOTS 1, 6, 12, AND 18, BLOCK 6, LOT 6, BLOCK 7, LOTS 1 AND 15, BLOCK 8, LOT 1, BLOCK 9, LOT 1 THENCE N78°08'16"W A DISTANCE OF 225.62 FEET; BLOCK 10, LOT 1, BLOCK 11, LOTS 1, 3 AND 4 BLOCK 12, LOTS 1 AND 3, BLOCK 13 AND LOT 1, BLOCK 14 ARE THENCE S11°51'44"W A DISTANCE OF 168.50 FEET; COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. THESE THENCE S78°08'16"E A DISTANCE OF 51.50 FEET; COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S THENCE S1 1°51'44"W A DISTANCE OF 35.69 FEET; 103.8 THENCE S00°34'29"W A DISTANCE OF 103.84 FEET; ASSOCIATION PRESSURIZED IRRIGATION. A PORTION OF LOT 12, BLOCK 6 IS SUBJECT TO A STORM DRAINAGE EASEMENT AS THENCE S89°25'31"E A DISTANCE OF 697.82 FEET; SHOWN HEREON. THENCE S00°34'29"W A DISTANCE OF 51.50 FEET; 6. LOT 2, BLOCK 12 AND LOT 2, BLOCK 13 COMMON LOTS ARE PRIVATE ROADS. MAINTENANCE FOR SAID LOTS IS AS THENCE S89°25'31"E A DISTANCE OF 270.80 FEET; PROVIDED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR THENCE 202.31 FEE A DISTANCE OF 12.08 FEET; MAINTENANCE OF THE PRIVATE ROADS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED THENCE 202.31 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 295.00 FEET, A DELTA ANGLE OF � 39'17'37", A CHORD BEARING OF N20'13'17"E, AND A CHORD DISTANCE OF 198.37 FEET; WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THENCE N39°52'06"E A DISTANCE OF 921.26 FEET; THENCE N09°46'30"W A DISTANCE OF 11.09 FEET; 7. LOT 8, BLOCK 1 (COMMON LOT) IS SUBJECT TO A BLANKET EASEMENT FOR A COMMON DRIVE TO PROVIDE ACCESS TO THENCE N34°00'44"E A DISTANCE OF 47.02 FEET; LOTS 5, 6 AND 7, BLOCK 1 ONLY. SAID COMMON LOT SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY THENCE N74°07'45"E A DISTANCE OF 7.67 FEET; VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. THE COMMON DRIVES SHALL BE MAINTAINED BY THE THENCE 221.74 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 455.00 FEET, A DELTA ANGLE OF HOMEOWNER'S ASSOCIATION. 27'55'22", A CHORD BEARING OF N14'32'10"E, AND A CHORD DISTANCE OF 219.55 FEET; THENCE N00°06'05"W A DISTANCE OF 253.04 FEET; 8. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR PUBLIC UTILITIES THENCE N89°25'31"W A DISTANCE OF 778.55 FEET THE WESTERLY BOUNDARY OF SAID LOT 18; AS SHOWN HEREON. THENCE FOLLOWING SAID WESTERLY BOUNDARY THE FOLLOWING FOUR (4) COURSES: 9. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR HOMEOWNER'S 1. NOO°32'13"E A DISTANCE OF 837.62 FEET; ASSOCIATION PRESSURIZED IRRIGATION. 2. S69°18'13"W A DISTANCE OF 270.56 FEET; 3. N31'55'35"W A DISTANCE OF 81.73 FEET; 10. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF 4. 53.14 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 115.00 FEET, A DELTA ANGLE OF MERIDIAN. 26'28'39", A CHORD BEARING OF N18'41'13"W, AND A CHORD DISTANCE OF 52.67 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF W. CHINDEN BLVD; 11. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY THENCE LEAVING SAID WESTERLY BOUNDARY AND FOLLOWING SAID SOUTHERLY RIGHT--OF-WAY LINE THE FOLLOWING THREE (3) COURSES: RESTRICTION RELEASE, 1. N89"12'47"E A DISTANCE OF 12.47 FEET; 12. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 2. S89°27'17"E A DISTANCE OF 1,083.04 FEET; 3. S89°26'02"E A DISTANCE OF 88.83 FEET; 13. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, SOO'43'55"W A DISTANCE OF 533.88 FEET; RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. THENCE S06"50'09"E A DISTANCE OF 84.56 FEET;THENCE S06"20'25"W A DISTANCE OF 82.44 FEET; 14. DIRECT LOT ACCESS FROM N. MCDERMOTT RD. AND W. CHINDEN BLVD. IS PROHIBITED. THENCE S00"34'19"W A DISTANCE OF 284.32 FEET; THENCE S44"51'44"E A DISTANCE OF 17.53 FEET; THENCE SOO'34'29"W A DISTANCE OF 47.00 FEET; THENCE S46°00'42"W A DISTANCE OF 17.63 FEET; THENCE S01°18'03"W A DISTANCE OF 93.28 FEET; THENCE 336.71 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 545.00 FEET, A DELTA ANGLE OF 35'23'54", A CHORD BEARING OF S22'10'09"W, AND A CHORD DISTANCE OF 331.38 FEET; THENCE S39°52'06"W A DISTANCE OF 244.48 FEET; THENCE SO4°09'36"E A DISTANCE OF 22.81 FEET; THENCE S39"14'42"W A DISTANCE OF 67.00 FEET; THENCE S85"1818"W A DISTANCE OF 23.28 FEET; THENCE S39"52'06"W A DISTANCE OF 547.64 FEET; THENCE 140.59 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 205.00 FEET, A DELTA ANGLE OF 39'17'37", A CHORD BEARING OF S20'13'17W, AND A CHORD DISTANCE OF 137.85 FEET; THENCE SOO"34'29"W A DISTANCE OF 45.75 FEET; THENCE S44"51'44"E A DISTANCE OF 23.28 FEET; THENCE S89"25'31"E A DISTANCE OF 53.42 FEET, THENCE SOO"34'29"W A DISTANCE OF 188.56 FEET; THENCE N89'14'44"W A DISTANCE OF 714.92 FEET; THENCE NOO"52'21"E A DISTANCE OF 16.96 FEET TO THE SOUTHERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28; THENCE FOLLOWING SAID SOUTHERLY LINE, N89°21'12"W A DISTANCE OF 686.03 FEET; THENCE LEAVING SAID SOUTHERLY LINE, N01°00'37"E A DISTANCE OF 400.00 FEET; THENCE N89°21'12"W A DISTANCE OF 625.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 43.775 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS CERTIFICATE OF SURVEYOR SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID PRIVATE ROADS AND EASEMENTS ARE HEREBY i, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR I �SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED DAHO, AND THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AGREED IN WRITING TO SERVE ALL OF THESE LOTS. AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. c ���,1STE G o E. DON HUBBLE, AUTHORIZED AGENT AARON L. BALLARD, P.L.S. 12459 a 1 z PROVIDENCE PROPERTIES, LLC. ACKNOWLEDGMENT g9�PpN OF STATE OF IDAHO L. B SS a ADA COUNTY )) i THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 20_, BY E. DON HUBBLE, AUTHORIZED Developer AGENT, PROVIDENCE PROPERTIES, LLC. PROVIDENCE PROPERTIES, LLC. 5725`JNORTH DISCOVERY WAY G M BOISE,IDAHO83713 Meridian, Idaho PHONE(208)639-6939 SIGNATURE OF NOTARY PUBLIC kmengllp.com MY COMMISSION EXPIRES JOB NO. 21-099 SHEET 6 OF 7