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Home My WebLink AboutConstruction Drawings MERIDIAN STANDARDS, �SS�ON fNc� SPECIFICATIONS, ANDAPEX CADENCE SUBDIVISION NO , 1 ENSF ti DRAWINGS , 860 1/30/26 o Q _ CONSTRUCTION PLANS •_ OF Iv N IML ® ®® _ . • % C. K�N MERIDIAN , IDAHO •� , E. LAKE HAZEL RD. Digitally signed by Lachlin Kinsella, P.E. J Date: 2026.01.30 MERIDIAN, PROJECT-N 9 A 13:30:59 -07'00' ®® � � � �� • IDAHO LU LOCATION MAP �f w► I� I� EG IIAIEXSOUTHEAST INDEX OF DRAWINGS I � �o ' ' SUBDIVISION No. 1 w (R-s) SHEET NO. SHEET TITLE SHEET DESCRIPTION > Q o '. . . . .`. 0 ' o . . . . . . . . . o~L/ 0 100 200 300 i C1.0 COVER SHEET Ix Plan Scale: 1" = 100' W W W W :l C1.1 NOTES, ACRONYMS, LEGEND -� . . . W W I C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN a -j 0 oa o W W W vi o ~$� .'.' W� �W .'.'. Q - l - - C2.0 MASTER ROADWAY LAYOUT AND GEOMETRY PLAN z J . . a 2 E. BINGLEY LN. = l o - _ C2.1 ROADWAY IMPROVEMENT PLANS E. VIA ROBERTO ST. (ACHD) PLAN AND PROFILE O VICINITY MAP �a Qa 'o APEX CADENCE `.'�,',',',`,' z = l 4 C2.2 ROADWAY IMPROVEMENT PLANS E. VIA ROBERTO ST. (ACHD) PLAN AND PROFILE j u o `� SUBDIVISION _ - LU NO SCALE z ~L/ I II FUTURE PHASE -W• -W- -W- - -W-�-W-� I - - - C2.3 ROADWAY IMPROVEMENT PLANS S. ASPIRATION LN. (PRIVATE) PLAN AND PROFILE vi I C2.4 ROADWAY IMPROVEMENT PLANS 3 ' W• •W•W W W• •W•W .I E. ACME LN. (PRIVATE) PLAN AND PROFILE 51406110451 a ir IxW W W W W I C2.5 ROADWAY IMPROVEMENT PLANS S. WARBLER NEST LN. (PRIVATE) PLAN AND PROFILE DWT INVESTMENTS LLC o. W W W W W O5 O O7 O I C2.6 ROADWAY IMPROVEMENT PLANS S. FALCON EYE LN. (PRIVATE) PLAN AND PROFILE C2.7 ROADWAY IMPROVEMENT PLANS S. OWL SUMMIT LN. (PRIVATE) PLAN AND PROFILE ` 4� •- BLOCK 1 �." 'h. .'.". •;' : . C2.8 ROADWAY IMPROVEMENT PLANS S. OWL SUMMIT LN. (PRIVATE) PLAN AND PROFILE W W W 9 �l C2.9 ROADWAY IMPROVEMENT PLANS E. GRAND CRANE LN. PRIVATE PLAN AND PROFILE " ii:. � E. AMBITION LN. .:l (PRIVATE) o I C2.10 ROADWAY IMPROVEMENT PLANS E. AMBITION LN. (PRIVATE) PLAN AND PROFILE z p 53 51 W 10 W I C2.1 1 ROADWAY IMPROVEMENT PLANS 99 54 50 l S. MOUNTAIN JAY LN. (PRIVATE) PLAN AND PROFILE .+ C2.12 ROADWAY IMPROVEMENT PLANS E. BINGLEY LN. (PRIVATE) PLAN AND PROFILE C2.13 ROADWAY IMPROVEMENT PLANS ALLEY "A" PRIVATE PLAN AND PROFILE LU _ 98 55 49 l (PRIVATE)I C2.14 ROADWAY IMPROVEMENT PLANS ALLEY "B" (PRIVATE) PLAN AND PROFILE P Ao o� Woe `S . BLOCK W 1 0 97 56 48 12 �J° W.� J� ..: :� C2.15 ROADWAY IMPROVEMENT PLANS ALLEY "C" (PRIVATE) PLAN AND PROFILE TOP-TOP-TOE �oe� �? " ° 0 } 96 C2.16 ROADWAY IMPROVEMENT PLANS ALLEY "D" (PRIVATE) PLAN AND PROFILE -T TOE TOP // W J: O 57 47 13 APEX SOUTHEAST BLOCK 1 - J C2.17 ROADWAY IMPROVEMENT PLANS S. LOCUST GROVE RD. ACHD PLAN -T P�TO � -coE c� p p Q, SUBDIVISION No. 2 (ACHD) �TO� TOE W 95 58 46 (R-8) C2.18 ROADWAY IMPROVEMENT PLANS S. LOCUST GROVE RD. (ACHD) PLAN 2 o W } J C2.19 ROADWAY IMPROVEMENT PLANS DETAILS 1 .11 '.: ..` 94 z 59 45 0 :';ALLEY D .. LU J cn > I C2.20 ROADWAY IMPROVEMENT PLANS SIGNAGE AND STRIPING PLAN } Q: w 15 LU 3� 93 z 60 BLOCK 1 44 cc I C3.0 GRADING IMPROVEMENT PLANS 1 1 1 1 1 1 1 U m L l C3.1 GRADING IMPROVEMENT PLANS . O O cc 16 .W Jf U '.l O 92 Q 61 52 43 Q u W LL < W p 3I C4.0 STORM WATER IMPROVEMENT PLANS z ®• ,: 91 62 42 vi 17 vi .I C4.1 STORM WATER IMPROVEMENT PLANS z E. GRAND CRANE LN. 63 41 : l C4.2 STORM WATER IMPROVEMENT PLANS DETAILS O O I ® l C4.3 STORM WATER IMPROVEMENT PLANS DETAILS 18 W 64 40 W aI C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT "B" PLAN AND PROFILE �_ Q W W C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "C" PLAN AND PROFILE ALIGNMENT "D" PLAN AND PROFILE .81 82 83 84 85 86 87 88 89 90, 65 39 19 •••I m 1 = APEX CADENCE �2 W. I C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "E" PLAN AND PROFILE z (,/) SUBDIVISION 66 38 20 I C5.3 SEWER IMPROVEMENT PLANS ALIGNMENT "F" PLAN AND PROFILE Q FUTURE PHASE 2 :ALLEY "A".': ::;; 80 BLOCK 1 O O O .W I C5.4 SEWER IMPROVEMENT PLANS ALIGNMENT "G" PLAN AND PROFILE ALIGNMENT "H" PLAN AND PROFILE W - W 67 37 C)zl >O C5.5 SEWER IMPROVEMENT PLANS ALIGNMENT "I" PLAN AND PROFILE ALIGNMENT "J" PLAN AND PROFILE U al z � 79 78 77 76 75 74 73 72 71 70 68 36 - C5.6 SEWER IMPROVEMENT PLANS ALIGNMENT "K" PLAN AND PROFILE ALIGNMENT "L" PLAN AND PROFILE W W U ` I C6.0 WATER IMPROVEMENT PLANS 0 2 ® - 69 .W 35 22 C6.1 WATER IMPROVEMENT PLANS Q x E. ACME LN. C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS U I C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS W 2 W: J I C7.2 PRESSURE IRRIGATION DETAILS zz BLOCK 1 24 l FUTURE APEX C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS WATKINS DRAIN PLAN AND PROFILE Q 2 SOUTHEAST a 34 33 32 31 30 29 28 27 26 25 O l SUBDIVISION No. 3 C8.1 GRAVITY IRRIGATION IMPROVEMENT PLANS WATKINS DRAIN PLAN AND PROFILE 0 0 0 0 l Q l (R-8) C9.0 LIGHTING IMPROVEMENT PLANS C9.1 LIGHTING IMPROVEMENT PLANS l I ". N I L1.0 LANDSCAPE CONSTRUCTION SET LANDSCAPE COVER L2.0 LANDSCAPE CONSTRUCTION SET LANDSCAPE PLAN z ff Ec E. VIA ROBERTO ST. - _ L3.0 LANDSCAPE CONSTRUCTION SET LANDSCAPE PLAN l _ 1 - - - EG 3 - L4.0 LANDSCAPE CONSTRUCTION SET FENCE PLAN TOE TOE TOE TOE TOE TOE " U a TOP Top Top Top Top Top I L5.0 LANDSCAPE CONSTRUCTION SET LANDSCAPE NOTES & DETAILS z q Z) a S1406417700 0 L& G MURGOITIO LLC l 0 m z Q O z LEGAL DESCRIPTION U g A PARCEL OF LAND SITUATED IN A PORTION OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 2 3 D I G LI N E NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. O DATUM E N G I N E E R I N G W = THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 5725 NORTH DISCOVERY WAY WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 NAD83) STATE PLANE BOISE,IDAHO 83713 O o UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO ZONE 1 103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL PHONE(208)639-6939 z EXISTING UNDERGROUND UTILITIES. DATUM OF 1988 (NAVD88). kmengllp.com DESIGN BY: LCK BENCHMARK DRAWN BY: JAD 2 ACHD COMPLIANCE oC g POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION CONTACT INFORMATION CHECKED BY: LCK Q THE ENGINEER SUBSTANTIAL CONFORMANCE MAORD WITHTTHE ACHD POLICY AND ARE STANDARDS PREPARED IN IN EFFECT AT THE 1 QO 683006.776 2457815.293 2738.282 5/8" REBAR OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT DATE: JANUARY2026 z o TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO PROJECT: 24-287 2 QO 683667.227 2457810.624 2740.864 5/8" REBAR BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP o LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD SHEET NO. _ 8 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE 3 ® 682992.683 2459119.414 2737.617 ALUMINUM CAP MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 >> AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: CONTACT: ZACH MEYERS CONTACT: LACHLIN KINSELLA, P.E. J 4 QO 684104.542 2459117.979 2738.240 5/8" REBAR C 1 O LJ..I N • NONE EMAIL: zmeyers®brightoncorp.com EMAIL: Ikinsella®kmengllp.com **CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.** a MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S�ONAL fN S c E N SF c�ti 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM ) AND THE ACHDT EDITION OF THE SUPPLEMENTAL SPECIFICATIONS.IDAHO STANDARDS NO EXFOR PUBLIC TIONS TO DISTRICT WORKS CCONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER SPWCSTANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE E - E PC - POINT CURVATURE 860 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 1/30/26 0 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. FLG - FLANGE R - STATION OFFSET RIGHT Cl F OF W �Iv GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE y�/ DNS 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 N C• K 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER 4. ALL PEDESTRIAN RAMPS SERVICING 5 FOOT WIDE, 7 FOOT WIDE, AND 8 FOOT WIDE SIDEWALKS SHALL L - STATION OFFSET LEFT SSMH - SEWER MANHOLE CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES BE CONSTRUCTED AS 5 FOOT WIDE PEDESTRIAN RAMPS ACCORDING TO ACHD SUPPLEMENTAL LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE STANDARDS. LIP - LIP OF GUTTER SW - SIDEWALK STANDARD NOTES FOR REVISED 3/1/18 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE COMMERCIAL PROJECTS WITH PUBLIC MAINS PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DOMES SHALL BE CONSTRUCTED PER ACHD SUPPLEMENTAL SD-712. DOMES SHALL BE CAST INTO THE MW - MONITORING WELL GENERAL CONSTRUCTION DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE YELLOW.' 1u PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC 6. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE Q ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO 0 AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL INITIATING ANY CONSTRUCTION. THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. APPROPRIATE ENTITIES. 3 WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT . 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE ( PLACING OF CONCRETE; INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED LEGEND ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION ORDER UNTIL THE SITUATION IS RESOLVED. CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT - - BOUNDARY LINE ALL TIMES. PHONE 800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR 8. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT # ( D PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE ANY AND ALL AMAGES TO EXISTING UNDERGROUND UTILITIES. - - OFFSITE BOUNDARY LINE cn PRIOR TO START OF WORK. 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A z ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE - - - - - - SETBACKS O 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT PAVEMENT VEMENTP UT REVIEW COMMITTEE. MMII TEE. TO FORMSUBMIT PAVEMENT UM. CUT REQUEST, PLEASE FOLLOW THIS - ROAD CENTERLINE Ln j REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 2 LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE Lu COMPLIANCE WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES ACHD INSPECTION STAFF WI FOR L ~ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT 10. WITH ADA STANDARDS. AS REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED FOR THERE ARE LOT LINE LINE WI CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. WI NO "TOLERANCES" ALLOWED. 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM APEX CADENCE SUBDIVISION NO. 1 R/W R/W RIGHT-OF-WAY LINE 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING FINAL PLAT. 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. p FOUND 1/2 INCH REBAR PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER GENERAL CONSTRUCTION NOTE NO. 1. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE QO FOUND 5/8 INCH REBAR 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. FOUND BRASS CAP 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYORAT THE CONTRACTOR'S EXPENSE. 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A ® FOUND ALUMINUM CAP WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR NO-CHARGE RIGHT-OF-WAY PERMIT. FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY 0 CALCULATED POINT DEQ/QLPE APPROVED CONSTRUCTION PLANS. REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 14. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. ACHD POLICY MANUAL. WRITING PRIOR TO CONSTRUCTION. PROPOSED IMPROVEMENTS 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. S SEWER LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT THE REQUIREMENTS OF THE 404 PERMIT. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. w WATER LINE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A WATER SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE TRAVEL LANE. SD STORM DRAIN LINE ROUGH GRADING PLAN. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A PI 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. PRESSURE IRRIGATION LINE DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY CRITICAL FACTOR. GENERAL CONSTRUCTION NOTE NO. 1. FROM ALL BUILDINGS. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF O$ SEWER MANHOLE BEFORE CONSTRUCTION BEGINS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING STORM MANHOLE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER CONSTRUCTION. wv MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE TRAFFIC CONTROL NOTES � WATER VALVE THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE ® WATER METER 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS REQUEST OF THE AGENCY AND/OR THE ENGINEER. 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL � � SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE DEVICES" FOR STREETS AND HIGHWAYS. FIRE HYDRANT WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS GRADING NOTES ITEMS. w SINGLE WATER SERVICE 0 Q (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF w DOUBLE WATER SERVICE z z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A CONSTRUCTION ACTIVITY WITH THE EPA. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. z W STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL THE EDGE OF THE TRAVEL WAY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. - LJJ AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. EXISTING IMPROVEMENTS N = J PUBLIC WORKS INSPECTOR 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA s s s SANITARY SEWER LINE UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE > Q N SEWER 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED so so STORM DRAIN LINE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE FOR PUBLIC SAFETY. Q 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A w w WATER LINE m PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO D Z z GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE c c c GAS LINE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM ANY CONSTRUCTION. � Q DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER SITE. _ 0 MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO -OP-OP- OVERHEAD POWER LINE W Q THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING ANY CONSTRUCTION. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. GI Gl GRAVITY IRRIGATION LINE z STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO IRRIGATION NOTES OS SEWER MANHOLE W W SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS Q (� WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 MATERIALS. v�v INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO � WATER VALVE 2 w CONSTRUCTED IN ACCORDANCE WITH SECTION 542.0 F THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING WATER METER CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT ® U 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL PLANS. FIRE HYDRANT x 0 CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ENGINEERING REPORT. .9- z 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES W ROADWAY DEMOLITION NOTES THEW RPDWSO AND AIS DETAILED IRRIGATION, SECAMETION 405 )-SHALL NON-POTABLE W WITH ATERTHE LI EMOST SEPARATIIONCURRENT ANDEDITION ISPWCF �D POWER POLE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. m POWER BOX Q CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF CONSTRUCTION. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE EP EP EDGE OF PAVEMENT 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION PIPE ZONE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED FROM DEQ PRIOR TO ANY DEWATERING. EG EG- EDGE OF GRAVEL OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE PRESSURIZED IRRIGATION 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER TREE DECIDUOUS DURING DEMOLITION AND REMOVAL OPERATIONS. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL z BEING CONSTRUCTED. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE 1 2645 - EXISTING GRADE CONTOUR 0 N THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR STANDARD DRAWINGS SD-301 AND SD-302. REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. U " DRAINAGE COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL Z) 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE o FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES FINAL ACCEPTANCE. WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING CONSTRUCTION. 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 400. TEST PRESSURE SHALL BE 150 PSI. z m 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE 0 g SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. u Y 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE UTILITY NOTES Z BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. ar- 0 a 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER Li- IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. E N G I N E E R I N G o A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO BOISE,IDAHO 83713 z CONSTRUCTION. PHONE(208)639 6939 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN z SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. N 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: LCK g ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: JAD cr Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC 0 TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK Q FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: JANUARY 2026 Z o OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 24 287 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION S OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. G THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, J > THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. LJ..I cil n a0 a N 2 MATCH LINE - LEGEND SHEET NOTES BOUNDARY LINE A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. ASS SEE BELOW RIGHT EASEMENT LINE 'y B. OVER—EXCAVATION IS ANTICIPATED IN AREAS WHERE \CENSF � WATER LINE (SIZE AS NOTED) EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED I III ) III I N I IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE 860 Ld all III F I SANITARY SEWER LINE (SIZE AS NOTED) CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS ,II L I I 1/30/26 OF THE GEOTECHNICAL ENGINEER FOR DITCH ,ram o Q p al l III 10 I -I I STORM DRAIN LINE (SIZE AS NOTED) EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL qTF \OQ� III I I I I GRAVITY IRRIGATION LINE (SIZE AS NOTED) BE INSPECTED BY A TESTING COMPANY OR THE I / OF 51406110451 ' II I �II GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE /�/ C. \(\I I I I I N I PRESSURE IRRIGATION LINE (SIZE AS NOTED) AND/OR BACKFILL OF THE DITCH. DWT INVESTMENTS LLC a II Iol CID II EDGE OF PAVEMENT I o� IIj 1 C. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS EDGE OF GRAVEL LOCATED WITHIN CURRENT OR FUTURE RIGHT—OF—WAY 27' TQ / ' 1, coa, SHALL BE RE—EXCAVATED TO NATIVE SOIL AND PERLROSw3gN CANAL I 39PERNAL E3g5MENT _ _ _ _ 3 I REMOVE IRRIGATION DITCH BACKFILLED WITH STRUCTURAL FILL PER ISPWC I 1 I SPECIFICATIONS. SOILS DATA SHALL BE PROVIDED TO 52 I a' �� 2 22 0 12 • I VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR o ' III z — — ENGINEERED FILL PER ISPWC SPECIFICATIONS AND IIQ 7 II 5 COMPACTION TESTS. IIII I IILn — orw CENTERLINE PER ROS 3952 III / IIIz� 1 I I "s - w 8"s— a 6 11 _ KEYNOTES # 0 III III I3 \ 23 I - - - - IIII II I I I 411 1. REMOVE OPEN IRRIGATION DITCH. SEE SHEET NOTES W I \ \ 24 I :I THIS SHEET. alll Q II \ \ I I 2. REMOVE GRAVITY IRRIGATION PIPE. I I I�ILn I I I APEX SOUTHEAST 3. RETAIN AND PROTECT RAWSON CANAL. 1 \ I • .I N o I SUBDIVISION No. 2 (R-8) 4. RETAIN AND PROTECT ROADWAY STRIPING. O 5. RETAIN AND PROTECT IRRIGATION DITCH. N 6. REMOVE EXISTING CLEANOUT AND CONNECT TO > SANITARY SEWER MAIN PER SEWER IMPROVEMENT L ~ PHASE 1 PROJECT I I }I PLANS. BOUNDARY I W Fq cgti�'SO /ll �� I > �'I 7. REMOVE EXISTING BLOWOFF AND CONNECT TO WATER SFy�� MAIN PER WATER IMPROVEMENT PLANS. tiT l/ 1 d 8 w I I I (D _ p H 8. RETAIN AND PROTECT 3' OF GRAVEL SHOULDER. ^� � 0 80 160 240 U 1 \ I I I I 9. REMOVE GRAVEL DRIVE. OWNER AND CONTRACTOR �301 301 30 la OW I Plan Scale: 1" = 80' SHALL COORDINATE WITH ADJACENT PROPERTY OWNER AND MAINTAIN ACCESS DURING CONSTRUCTION. W I I _ / I I I I _ �'" 10. RETAIN AND PROTECT EDGE OF PAVEMENT, TYP. � I o 11. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT AND AS z REQUIRED TO MAKE IMPROVEMENTS. REPAIR ASPHALT — — PER�� -15 I AND ISPWC W806ND ACHD STANDARD SD-301, SD-303 I Ito) I�� / / d�II —�� ^ r • I 12. REMOVE ROADWAY STRIPING. �T �� '( � 1 � � N � �To � f ` / / / i I G11, N 13. RETAIN AND PROTECT PRESSURE IRRIGATION SYSTEM. 3 I I 14. PER PRESSURE IRRI GATION IRRIGATION GATION IMPROVEMENT PLANS. 10 I I 25 I 14 13 I I I I 15. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION PIPE. 16. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION I z lI \ \ 4 I I I STRUCTURE. \ III I I > I I I _ 17. EXISTING CABLE TV PULL BOX TO BE RELOCATED. J 19 > I COORDINATE WITH UTILITY COMPANY. 18. RETAIN AND PROTECT EXISTING OVERHEAD POWER POLE z ? : :I AND LINE, TYP. O 17 I v I I 19. RETAIN AND PROTECT EXISTING UNDERGROUND O ( -� I I I APEX SOUTHEAST TELEPHONE CONDUIT AND PULL BOXES. z 8 I N I I BDIVI I N N . 1 20. RELOCATE MAILBOX OUTSIDE OF PROPOSED ROADWAY J w I I SU (R-� o IMPROVEMENTS. O O ICi N L31 21. REMOVE SIGN AND FURNISH TO OWNER. — O Lu a I I 25 <I I ,o 22. RETAIN AND PROTECT EXISTING WATER MAIN.W I • .I I I I I 23. RETAIN AND PROTECT EXISTING SEWER MAIN. Q 0 Q 1 \ M N N W I I :•i N °�° I Y I 0 24. RETAIN AND PROTECT EXISTING SEWER MANHOLE. m ^ Z \ p z ui N N N` I N 25. RETAIN AND PROTECT ALL EXISTING CONDITIONS ON THE EAST SIDE OF S. LOCUST GROVE RD., TYP. — V) N� I I : I I w p Z co \ : I I I I I .J I z 041 w ,_I_I I I I IIII I I ...I — APEX SOUTHEAST I I ; I m G Q I I SUBDIVISION No. 2 LL (R-8) 4 I I U z Its�S_ts W � � ,I o - II I w U • I I I l l :� Q z \ Zw I I : ^I N m w V l I w � � M \ / I I I I II I I / IFUTURE APEX w � 000 APEX S— OUTHEAST w SOUTHEAST 0rn Q SUBDIVISION No. 3 o z° / 4 I r I - (R-8) I of I I I (R-8) Z z SUBDIVISION No. 2 III bi w �J \ I - - I `.I I I18 II 7 > Z w 9 �� 2 — WI I _ _ MATCH LINE - - - - Gf — �- - - _ - - - - - - - - - �-� - E� EG-- ` EG ��G— G_ _ G= — _ _ _ - SEE ABOVE LEFT a — _ _ �G �p — EG��EG — EG Fr -npEG EG EG EG EG EG EG EG 20 u TT T T T TAD`6 / T — — 18 _— =— =� ATKINS DRAINS—-=_ T 11 0 19 TOP i v"� „GI O �T— T \ — 1 5 T r�T T I 15 U Z I S1406417700 19 18 III I .�,Y 7 L& G MURGOITIO LLC O u EXISTING CONDITIONS AND DEMOLITION PLAN ENGINEERING ILL 0 5725 NORTH DISCOVERY WAY 0 BOISE,IDAHO 83713 O 1? 0 80 160 240 PHONE(208)639-6939 kmengllp.com z N Plan Scale: 1" = 80' i DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCI< Q u DATE: JANUARY 2026 z o PROJECT: 24-287 c SHEET NO. c > Lu n 1. a N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ASS\ONAL fNc� NOTES. \CENSF 'y 0 80 160 240 00 B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET � SECTIONS. 860 Plan Scale: 1" =80' o ' ' U C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND s> 1/30/26 �p Q - - - - - - - - - - - - � - - - - - - - - I I i SIGNAGE. �C� 9TF Of \�P l� I ~ ~ of = I D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. C W II I I w i E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 0 ' I,I F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. ROAD CI G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO .SECTION C2,19 I I TOLERANCES WILL BE ALLOWED. Iw' W.W.W.W.W.W.W .WW o ° I I H. ALL STATION AND OFFSET LABELING RELATED TO EACH '- a �o 0 29'TBC o o �� '' W W W W W . . W W . oo I I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD �-/ 1ALIGNMENT. . . . . . . . . . m I �. Lu ' ............. . . . .- D W . . . I I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS o 'La . "Q�� 1 " : I MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE o a ` �� W.y.y.y.y. W.y.y.W. W �W I RIGHT-OF-WAY PERMIT. ill L 10- W W W W W W W W W cal I J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS W W W W W W W W W . U E. BINGLEY LN. O cn _ �'�o. _ CONTACT ACHD INSPECTION FOR VERIFICATION OF . w - �� _ COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Q a' a ""W""W. W p � I - MARKINGS. '-U '' " " " " " " " " " " . w z I - K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O IL I I W W W W W W W W W W . N OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED Q TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL 3 WWWWWWWWWWWWWWWWWWWWW SEE SHEETC2.12 . I MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA N z I SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE z o ~� W W W W W W W W W W W Q N m I MATERIAL USED MEETS THE REQUIREMENTS FOR II _ . WWWWWWWWWWWWWWWWWWWWWW I M, I STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. Ln ' ' Lu O BLOCK 1 m w o. ,�•�/ . 1W _ 1� h m .. W �. Wy. Wy. Wy. Wy. Wy. Wy. Wy. W .W..W, vi o ill�� W SEE SHEETC2.10 o cNo1.1 . . ?p" I I . yWy. I. �• IP120! � � I r� 9 y .�• U •I E. AMBITION LN. w i6"SDLu ,. _ �I m 100 ��o pip 53 s� S1 10 I'I: N � W 99 54 50 .?• II 31 F .W..IW . I•" ICI A SEE 104 E 20 E 98 55 20' 49 11 SECOTON C2.19 137 BLOCK 1 O O I O E E oe / ti R2 ROAD SEE AIJ .102 W I. 105 SECTION .. C2.19 ROAD SEE 12 97 56 SECTION ' C2.19 48 O I TOP // Q / �'� 136 � `II .R3 r I 101 1of P /q0F W l . �. C2 19 �45.. W.. us N lfl oP 1oE 10 / W y109 108 106 ;. U 96 r4 57 47 T �E �P �. Ro� a . C C 13 P S O -f op H � q - _ Off/ �y. � W I �. W .•i •I 1oP�10P �� c \ SECT/ E y w W ROAD I SEE Q �r��1oE/ I �� 2 I ON m 107 N 95 N 58 46 SECTION ; C2.19 . Q J 9 C 0 O W R2g•. w w 14 } 134 0 o SEE SHEET C2.16 94 N .1': 29'TBC o I `-' _ ALLEY"D" D D 59 45 m R314.5' - ROAD SEE ;:. u1 C7 I I BLOCK 1 R285.5' 101 SECTION I C2.19 I U 15 I W N O133 I � 93 60 44 H u �I Q o o m Q� .• 29'TBC w BLOCK 1 I Z E 117 • 'k:• N 0 92 BLOCK 1 N 16 N I z O 112 113 114 115 116 . 52 43 LL, Lu I I 132 ^ N d o o .�2p 61 O Lu I (( nn nj �`ti z. 91 Z fV 42 I O V N u SEE SHEET C2.9 ILu 62 (, of w - 2 w vi E. GRAND CRANE LN. z . °° w . zl 131 = - - w V' J J LIU I �' Lu w .... Q Q ILL w z 18 m N N �2 co �' m o 64 W 40 ,°°j z 130 0. 82 83 84 85 86 87 �ti. v' J I I SEE ROAD m F BLOCK 1 I a i Q I I C2.19 SECTION E 65 E 20' �" E 39 �I 19 . W I 129 . o n 88 89 90 vi U - O C29'TBC 81 C o o ROAD SEE . ` I Z w J z 66 SECTION C2.19 38 20 I Q I I ALL�EY�'A"• - 80 - : eo 128 I Q I I SEE SHEET C2.13 I 67 37 W Ln O U NI 77 76 m I 21 . I 0 127 79 78 f7 E 73 72 71 70 f7 36 r I w n cNo 75 74 68 l n �3O 'r I O W e"' o D W O O ?p; �ti°y W W W o o S' 2 z W : • I �C z 0 00 69 JN�jz . 35 ! , 126 I w - �� E. ACME LN. - - / :R64S - - - - - k o I Ln 23 I 125 • . . . • .. . . � I N I 122 m �o� . z N SEE SHEET C2.4 ^' rri W 1.� C4 `I aw, �, e o Cu . 1 c.� I Z I w BLOCK 1 (� 24 . w I O Ln r1iO I N 121 120 B 119 Q W 34 B 33 32 31 30 29 28 w � D v1 1 D W I w U o I n x 123 un ROADW . SEE m N Z) o - - - - - - - - - -SECTION W 54' TBC C2.19 o D L . . yZ f�l "•" 42"GIW = Y42"GI+� P30"Gw' 2"GI . hp • .W. .W.W. W. .W.W . .W .W . W WWW Z. C7 . . W . W . W. . W.W. . W. W. .W .W �3p,l r . I . z z z �W� r . . .. . . ... .. .. ... .. .. ... .. .. . .. .. I '•: :.: - - - • - - __ --- - - • • -•.c. - I I I I I I I _ - - --it - - - - - - - - - - - - - - - - - _ W I - - I Z AK _'f8'SD-- r - - - - - - - - - - - I -N, E. VIA ROBERTO ST. I = O Z - - _ U Y � - - II2 EG nc P nP _ I a T T T T T np T - T SEE SHEET C2.1 - - -JT-T WA DRAINTOE TU SEE SHEET C2.2 TOE TOE T(?F m- T- TOP TOP yo ° I GI $"Gi t E N G I N E E R I N G L.L a m M N rNrt M T-T-TAT � I 5725 NORTH DISCOVERY WAY a I m I 'I BOISE,IDAHO 83713 O PHONE(208)639-6939 u I I IN kmengllp.com Z D D I I' a I' i a DESIGN BY: LCK DRAWN BY: JAD Or- o CHECKED BY: LCK Q V CL F DATE: JANUARY 2026 z o PROJECT: 24-287 c- SHEET NO. c > Lu n a0 a N 2 SHEET LEGEND CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ASS\ONAL fNc� 0--l-ELE. & DESCRIPTION FINISHED GRADE ELEVATION FOLLOWS: �\CENSF 'L STA., OFFSET SIDE STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE 860 1.50% FINISHED GRADE SLOPE PC - POINT OF CURVATURE 1/30/26 PT - POINT OF TANGENCY s� 0 ELE. - ELEVATION y� 9TF OF QP� Iv GRADE BREAK L - STATION OFFSET FT R - STATION OFFSET R y��/�/ C. Y' TBC - TOP BACK OF CURB - - - - - - - - - SAWCUT LINE RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL - FLOW LINE I TOC - TOP OF CONCRETE SEE ROADWAY IMPROVEMENT 37.60 FIL BLOCK 1 HP - HIGH POINT PLAN SHEET C2.3 +37.92, 17.501 CR - CURB RETURN 38.261TOC 34 POC - POINT ON CURVE N +23.92, 26.00'L INT - INTERSECTION 1 ci I BLOCK 1 z ,,, 1 • PRC - POINT OF REVERSE CURVE I 37.66 FL o 121 120 119 0 +23.92, 17.501 38.20 TOC SHEET NOTES Q +37.92, 26.00'L I 123 � 38.16 TBC SEE DETAIL SHEET C2.19 a I +17.92, 18.00'L 38.06 TBC A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 38.74 FG ( ° 111 43.92, 18.00'L NOTES. +30.09, 66.00'L 38.65 FG 2I � � Q 38.27 TOC � + m p ° vi I +05.45, 26.54'L m B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 38.52 FG - - - - +50A9, 66.00'L � � o- ° /� �, �, n i � � I - _ I A _ 37.73 FL ' (y SECTIONS. +30.09, 44.00'L ° o D I I - - - - - - - - - - - - - - - - - - - - - o-� - - - - - - - - - - - - - - - -37.87 LIP POC GB- - - - - - - of • o 38.43 FG / / +05.45, 18.70'L 38.43 SW I I +22.32, 25.161 I (',-4 C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND +28.92, 36.00'L I I +50.09, 44.00'L I 42"GI 42"GI 42"GI 4 "GI 42"GI p 4U;1 GI 42" 1 a "GI 37.86 LIP/POC/GB p ' r , SIGNAGE. 5 47 m 43" %� �y2"GI 42:01- 38.26 TOC 2"GI 4 " 1 +91.03, 25.64'L GI I `J N 39.28 SW 38.95 SW 38.55 SW ° ° 38.34 SW 37.37 GB `0 37.75 TBC +08.38, 26.54'L�, .t ' ° y z (.0 +00.00, ' D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. O I +51.25, 36.00'L- - - - _41 � 41 - - - - - - - - - 37.73 FL- - +16.59, 36.00'L +00.00, 36.00'L o +00.00, 36.00'L - -M r� +00.00, 18.00'L- - - - +08.38, 18.70'L a /�d�° o M - - w E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. d O2 8 ° ° +02.09, 16.00'L ° ° ° ° , �- e ° �/ o s - ° ° oa �° W F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. e� 37.88 TBC ° ° _ °°° _ 37.75 LIP/PC, �,a 38.19 FG ° +00.09, 18.00'L "SD +99.91, 16.00'L N ° e° TT co ° ao ° ° 4 1 G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ° ° ° - co � o co ° (� TOLERANCES WILL BE ALLOWED. 37.68 FG D ate° ° 37.46 LIP � p,53% 7� I N 0.42q o o 0 0 O / 37.76 LIP/PT ' w H. ALL STATION AND OFFSET LABELING RELATED TO EACH 00 5 +78.09, 16.00'L M +00.09, 16.00'L o 1 o f 1 3 79 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD - - - - - - - - - - - - -11+110- - - - - - - - - - - - - ° - 00 0.46% Ci I 14+00 15+00 0.42% N 16+00 17+00 3 +13.92, 16.00'L 0.40% w - I - - -I I + - - - - I- - 1 - --IV / ALIGNMENT. EG EG I" D ° E. VIA ROBERTO ST. a - - - - - - - - - �- - -�- - - -E� - - E D ° Q, I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 37.8t MA ,,� ° ° °0' 0 0 1 0 1 38.31 CL/INT/GB �' MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE +80.09, 5.83'R +57.50, 0.00' w RIGHT-OF-WAY PERMIT. I ° D ° D D D EG EG - EG EG - EG EG - - - G IE -- O �C3�oP oP oP o _-Op-op OP oP OP OP OP OP OP op-op-op-op- OP OP 0 OP OP P OP OP OP OP OP-OF OP OP OP- OP oP J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS z - - P- - CONTACT ACHD INSPECTION FOR VERIFICATION OF T T 37.78 CL -T T T T T T T T T T T� T C COMPLIANCE WITH POLICY AND EXISTING PAVEMENT T T T T T T T T- - T T T T- T 37.46 LIP 37.28 CL/GB 37.65 CL 38.07 CL 37.94 CL J +00.00, 0.00' � I I T- MARKINGS. 37.7t MA +00.09, 16.00'R 37.88 TBC +10.00, 0.00' 0 +00.00, 0.00' +00.00, 0.00' I 38.40 GB +50.00, 0.00'- T. 1 +80.09, 20.52'R 37.37 GB o 37.75 TBC /� 38.16 TBC . , .00'R +10.00, 18.00R +00.00, 18.00 38.03 TBC I = K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT +00.09, 18.00'R ' ~ 'R A +00.00, 18.00'R L +5750 18 - - - - - - - - - J +50.00, 18.00'R OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED I o ' U TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL o MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE N Q MATERIAL USED MEETS THE REQUIREMENTS FOR ' STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. KEYNOTES I 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. E. VIA R O 6 E RTO ST. ACHD PLAN AND PROFILE 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATEDATED DOMES z LL 0 30 60 90 0 3 6 9 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES O O SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE z Q p[ (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). J a- Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' z 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL O THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY - O z Q APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" N = LJ"J Z MINUS CRUSHED AGGREGATE. \ Q J 5. INSTALL GRAVEL SECONDARY EMERGENCY ACCESS ROAD - w a- (TYPE 3) PER ISPWC SD-304. - \ Q m1 Dz O = LAQ a w - 2748 2748 U �_ w w O o � Q � Q � m 2745 o + 2745 CC Q a + II w N op II C6 Q L Z !J r � 00 pN 2742 Y `� 2742 in in j� r Of w II mN w �i W W II Z W a 0 LLI 0 W OfJ 2739 p w FINISHED GROUND 2739 z 5 EXISTING GROUND O 40% C.42% 3 0.46% m 2736 - - - - - - - - - - - - - - - - - - - - - - �,� 2736 � 0 BEGIN ASPHALT SECTION z ti O En U z En z 2733 N 2733 p[ O ENGINEERING L.L a 5725 NORTH DISCOVERY WAY a EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT BOISE,IDAHO 83713 O ° FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT PHONE(208)639-6939 z 2730 2730 kmengllp.com 0 0o to N rn 0 00 O N to 1- O N 1, N O 00 co DESIGN BY: LICK z r7 0 O O O O 00 co O � O O N O � O r O 0) O O O N O N O 0) 00 1" � (0 � (0 r, r, r, � (0 (0 '6 DRAWN BY: JAD a 00 Oj 00 I� M M M M M M 00 Oj 00 M 00 M in 00 M M O N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r N r CHECKED BY: LICKN N N N N N N N N N N N N N N N N N N N N F DATE: JANUARY 2026 z o PROJECT: 24-287 �c 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 SHEET NO. c V Lu V n a0 a N 2 SHEET LEGEND ASS\pN A L fNc *__�ELE. & DESCRIPTION \CENSF FINISHED GRADE ELEVATION � � STA., OFFSET SIDE $ \ 1� FINISHED GRADE SLOPE 1�3860 0 qTF OF \�PIv W W W I - GRADE BREAK yC/N C. K\NS� BLOCK 1 � I I < I - - - - - - - - - SAWCUT LINE 33 32 31 30 29 28 27 26 25 24 i I W w wT EL ^° I I° 0 I CIVIL ACRONYMS 38.88 TOC `1' " a a a 0 m +77.90, 26.72'L I w ww I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS o-o SEE DETAIL SHEET C2.19 38.28 FLU I a OP OP I FOLLOWS: 0 _ +77.90, 17.91'L I . STA. - ROADWAY STATION FROM CENTERLINE m c� 38.24 LIP PC+ r w m / Iot.• I CL - ROADWAY CENTERLINE o +72.90, 16.00'L °Q a � o I I PC - POINT OF CURVATURE 37.83 TBC _ 37.43 TBC _ _ _ _ 37.27 GB 37.51 TBC � �� 37.91 TBC 38.32 TBC W 38.58 GB a KA- 4� PT - POINT OF TANGENCY +00.00, 18.00'L �r +00.00, 18.00'L ' s +40.00, 18.00'L +00.00, 18.00'L '� "� +00.00, 18.00'L +00.00, 18.00'L _ _ +66.90, 18.00'L a a' I + I ELE. - ELEVATION r ^ - - -Q - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - a - a - ° - �-°- - �- - �� - - - - �`° a ° v a �Ic - I • - _ V ' L STATION OFFSET LEFT T - • - �1 - a" - • - a - a - - = ° <� a -, a - . - . - -a 9a a a • - < < ° • , a ao, I 1 R _ STATION OFFSET RIGHT 8 \ I a , a • aa a ° s" TBC TOP BACK OF CURB rn I RIM - RIM OF STRUCTURE D I 1 • • LIP - LIP OF GUTTER �O SEE ROADWAY IMPROVEMENT MA - MATCH EXISTING ' c1.96% I PLAN SHEET C2.17 SW - SIDEWALK Co f 1 Co f �o f 1 3 I I o EP - EDGE OF PAVEMENT z N 18+00 "C 0.40% 19+00 20+00 E. VIA ROBERTO ST. 0.40% 21+00 22+00 N 0.40% 1 18% 23+00 FL - FLOW LINE rn I - - - - - - - - - - - - - - - TOC - TOP OF CONCRETE O rn �� HP - HIGH POINT N r O 37.74 CL o 37.34 CL 37.18 CL/GB 37.42 CL 37.82 CL 38.22 CL o a 39.Ot MA � CR - CURB RETURN � o +00.00, 0.00' 1 0 +00.00, 0.00' +40.00, 0.00' +00.00, 0.00' +00.00, 0.00' +00.00, 0.00' 0 1 38.49 CL/GB o I �u N N ci +07.48, 0.00' a POC - POINT ON CURVE - ^ +66.90, 0.00' 7 s I o INT - INTERSECTION l 1 � �g I PRC - POINT OF REVERSE CURVE N m 1JP OP OP OP SOP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP o roP - oP To - s SHEET NOTES d I� WATKINS DRAIN J 38.58 GB ��° I I 4 o d • ° U T TOE TOE TOE TOE TOE- OE o I a s R/' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD TOE TOE TOE TOE TOE TOEAE TOE TOE TOE TOE TO I TOE +66.90, 18.00'R o 18"Gi 1 G� p W T T o �_1 .. ."Gi ° NOTES. TOP�TOP T TO T gyp- r rOP TOP TOP TOP TOP 1~ TOP T TOP TOP TOP T P- 1 I W 37.83 TBC 37.43 TBC 37.27 GB -T TOPTOP > �, B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET T 37.51 TBC 0 A 37.91 TBC 38.32 TBC 38 67 TBC/PC d I o s , • I SECTIONS. +00.00, 18.00'R +00.00, 18.00'R +40.00, 18.00'R +00.00, 18.00'R T TAT +00.00, 18.00'R +00.00, 18.00'R +74.06, 18.00'R (D N T T T T 39.42 TBC N W • I C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND T-T-T +04.06, 47.63'R w W v <S I SIGNAGE. zo I i o I D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. N E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. I I d II I F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. N G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. E . VIA R O B E RTO ST. ACHD PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl W MARKINGS. J K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O Q O OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O Z MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = Lu z KEYNOTES ® > Q Q 2748 2748 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q M Lu SUPPLEMENTAL STANDARD DRAWING SD-701. m 1 > 0 00 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL = z O = o STANDARD DRAWING SD-709. (A Q Q rn _ cO M 3. INSTALL PEDESTRIAN RAMP TYPE "A" MODIFIED TO HAVE L u 2745 o N N 2745 A 10 FT WIDE THROAT PER ISPWC STANDARD DRAWING U - c~ SD-712A, WITH TRUNCATED DOMES PER ACHD z II Q SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE Lu O + Q rn RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE Lu U) Y STAMP AND ADHESIVE MATS NOT ALLOWED) m C Q II Q IN m 4. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT AND AS Q m N � m N m l REQUIRED TO MAKE IMPROVEMENTS. REPAIR ASPHALT PER U C) O 2742 2742 ISPWC AND ACHD STANDARD SD-301, SD-303 AND Y o SD-806 u O. CONTRACTOR TO FIELD VERIFY TIE IN Q `� Q ELEVATIONS AT SAWCUT PRIOR TO CONSTRUCTION. IF LJ..I m w DISCREPANCIES OCCUR, CONTRACTOR IS TO CONTACT > LIJ o II ENGINEER OF RECORD FOR REDESIGN. Q W < J FINISHEDI GROUND 2739 w EXISTING GROUND 2739 -0. 0% C.40% 0 a 2736 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2736 O a 3 C] U z 0 Z) 0 V 2733 2733 N v7 tJ') O o N z ti g O Z EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT (, Z 2730 FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT 2730 Or- u tam O o (D � M � 'Mt COM �DOM M (MD Ni � - ( 00 � Oi � Ni � ` (MD OM N LL m M M (.0 0 N Cp N Cp M Cp Cp Cp Cp pp o O 00 O M O O ENG INE E R ING COM (o CO (O (O (0 moo (Ooo ° o a to °° 00 M M 5725 NORTH DISCOVERY WAY o N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83713 n � � � � n � � n N N N n � � � � n O ¢o N N N N N N N N N N N N N N N N N N U PHONE(208)639-6939 Z kmengllp.com 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu n a0 a N 2 SEE ROADWAY SHEET LEGEND IMPROVEMENT PLAN AL f SHEET C2.1 SEE ROADWAY �c,S�pNNc� �� I I IMPROVEMENT PLAN �ELE. OFFSET DESCRIPTION FINISHED GRADE ELEVATION ��CENSF 'y SHEET N 860 � 1.50% FINISHED GRADE SLOPE 1/30/26 0 1° I I � I +086 OTB 2/50'L POCBLOCK 1 I � ��sjgTF Of \OPT � 38.39 TBC PT/GB I� ' ' 119 - - GRADE BREAK y� / 37.79 TBC/PRC 36.93 TBC/PC/GB +48.69, 27.00'L °1 I +92.26, 29.32'L 37.41 TBC/PRC I 37.99 TBC/PC +23.73, 29.32'L +64.84, 27.00'L 38.38 TOC 11 III I ° 76 0 +36.59, 38.74'L I f +80.80, 27.00'L 37.30 TBC/PT 36.89 TOC - - - - - - - - - SAWCUT LINE +35.19, 27.00'L +73.31, 35.54'L 37.86 FL SEE DETAIL ° I36.35 FL +36.59, 29.00'L SHEET C2.19 II 1 1 ' 1 B F +73.31, 27.70'L 37.87 LIP/POC/GB N r I +25.59, 34.86'L F `-' F I F F I <_ as• ��a / e CIVIL ACRONYMS � - v~i F A h ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS atf O I LO �' N 2 FOLLOWS: Lu 0 ° u STA. - ROADWAY STATION FROM CENTERLINE co cD CL _ Q o° 4 _3.A I 0 AY CENTERLINE 1 S. ASPIRATION LN. �.�g% 3 �9 I 36.83 CL/INT/GB PC - POINT DWOF CURVATURE �• 38.74 TBC 0 37.57 TBC +09.34, 0.00' PT - POINT OF TANGENCY > 37.47 TBC L - STATION OFFSET LEFT +57.19, 6.00'L N Ci 38.04 TBC +50.00, 6.00'L ELE. - ELEVATION I LLi � , � +13.00, 6.00'L � +58.34, 6.00'L - � 10100 - 0.40%1 ci - R 1.26% r'R60.42% 12+00z BLOCK 1 R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB 38.49 CL/GBH 5 37.51 TBC/GB RIM - RIM OF STRUCTURE 74 LIP - LIP OF GUTTER 38.31 CL/INT/GB +47.31, 0.00'10 +64.34, 0.00' z +00.00, 0.00' p 38.74 TBC 38.04 TBC 37.47 TBC J MA - MATCH EXISTING \s I � 0 37.57 TBC Lu SW - SIDEWALK s +57.19, 6.00'R a 0 +13.00, 6.00'R +58.34, 6.00'R N I N +50.00, 6.00'R 0 /Os�° EP - EDGE OF PAVEMENT c� 5I% " N 1 53Z / O u o FL - FLOW LINE z I 37.86 LIP/POC/GB p✓ � Q TOC - TOP OF CONCRETE L- - � +25.22, 33.84'R 3 "' HP - HIGH POINT N CR - CURB RETURN > I 4 N °° 2 �° POC - POINT ON CURVE ~ INT - INTERSECTION 36.41 FL 73 PRC - POINT OF REVERSE CURVE 0 37.87 FL° 6 +73.31, 27.70'R SHEET NOTES +36.34, 28.54'R 36.92 TOC 38.42 TOC +73.31, 35.54'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +36.34, 38.02'R� I ° I v 36.93 TBC/PC/GB NOTES. +0 38.41 TBC/PT/GB 37.99 TBC/PC/GB +64.84, 27.00'R 1u B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET +47.31, 27.00'R I +80.80, 27.00'R BLOCK 1 37.30 TBC/PT/GB SEE ROADWAY r° 37.79 TBC/PRC 34 +35.19, 27.00'R I SECTIONS. IMPROVEMENT PLAN ��2� 72 SHEET C2.2 I +92.26, 29.32'R 37.41 TBC/PRC/GB C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND 37.60 TBC/POC +23.73, 29.32'R SIGNAGE. zo +08.00, 32.50'R D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. + I I E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. I 1 I F F I SEE ROADWAY F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. IMPROVEMENT PLAN SHEET C2.4 G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. ASPIRATION L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF W COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl J MARKINGS. W K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O z O OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Q MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O Q MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = Lu z Z KEYNOTES ® � Q Q 2748 2748 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD - w W SUPPLEMENTAL STANDARD DRAWING SD-701. C01 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL D z O 00 STANDARD DRAWING SD-709. (n Q > 0 + 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC L u 2745 + 1 2745 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES U - II 0 M PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z - Z II coo of SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE UJI J + + (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) U I N N M O 00 Y 4. INSTALL PEDESTRIAN RAMP TYPE "A" MODIFIED TO HAVE Q � _ Zo w II II A 10 FT WIDE THROAT PER ISPWC STANDARD DRAWING F- 2742 N m o 2742 SD-712A, WITH TRUNCATED DOMES PER ACHD U Q Q SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE IY N Q Ya Z RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE Q 0 zm N o N STAMP AND ADHESIVE MATS NOT ALLOWED) _ OQ w II L II 5. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC o > Of STANDARD DRAWING SD-701A. vi PROPOSED MEDIAN < J u 2739 w 2739 C.40% -0.4t _ z 2736 - - - - - - - - - - - - - - - 2736 a O m x - - - - - N 3 FINISHED GROUND m EXISTING GROUND U Z Z) z 2733 2733 N O z O ZC14 EXISTING GROUND CENTERLINE OF ROADWAY AL GNMENT Z 2730 FINISH GROU14D CENTERLINE OF ROADWAY AL GNMENT 2730 Or- � �' � � � � � � � " � ° ° ENGINEERING ILL 'a ^ M M ^ M ^ M n M ^ M 5725 NORTH DISCOVERY WAY o N N N N N N N CIAN N N N N N N N BOISE,IDAHO 83713 O a 0 PHONE 208 639-6939 U kmengllp.com z N 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 DESIGN BY: LCK a a DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu n a0 a N 2 SHEET LEGEND ASS\pN A L fNc *__�ELE. & DESCRIPTION \CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 SEE ROADWAY SEE ROADWAY 1130126 IMPROVEMENT PLAN . PLANC 6 SHEETC2 y 9T P v SHEET OfIv z SEE ROADWAY I a GRADE BREAK y�� C K\NS� J IMPROVEMENT PLAN a 67 37 SHEET C2.7 - - - - - - - - - SAWCUT LINE 00 a° a J z a BLOCK 1 I I } O w 68 a ° CIVIL ACRONYMS 79 78 77 76 75 74 73 72 71 70 I I O O 37.30 TOC vi 37.19 TOC ° m +79.42, 22.50'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 35.88 LIP/POC/GB J +59.42, 22.50'L +21.63, 22.93'L Q 35.83 LIP/POC/GB ° 36.70 FL 36 FOLLOWS: 37.92 TBC/PC/GB v LL +53.20, 22.93'L 36.59 FL w ca 36.26 TOC +59.42, 14.00'LA Lu +79.42, 14.00'L w o +00.00, 14.50'L 36.58 TOC ~ �' v) 36.58 TBC/PT Q° a STA. - ROADWAY STATION FROM CENTERLINE +05.42, 22.50'L 37.01 TBC 37.23 TBC CL - ROADWAY CENTERLINE o +71.92, 14.50'L + � +98.95, 22.50'L � � 12 sp +49.42, 14.50'L ° ° +89.42, 14.50'L PC - POINT OF CURVATURE 0 37.28 TBC/PT 35.98 FL 36.99 GB 1 35.74 FL PT - POINT OF TANGENCY +47.48, 14.50'L m +05.42, 14.15'L � ° ° a 37.71 TBC/PC/GB � +78.54, 14.50'L +98.95, 14.00'L � ° ELE. - ELEVATION +00.00, 14.50'R 36.36 GB 36.83 CL/INT/GB 36.70 TBC 36.17 GB 136.74 TBC 137.29 TBC 35 L - STATION OFFSET LEFT R5° +90.45, 14.50'L +47.48, 0.00' +00.00, 14.50'L N +96.92, 14.50'L �,� I 69 +00.00, 14.50'L ° ° +00.00, 14.50'L w N R - STATION OFFSET RIGHT 37.75 CL/GB 1 hTBC - TOP +00.00, 0.00' \ + Q^ < 4 a e a a s in 4 O' � a a° m 4 °37.57 TBC/PC/GB Z U RIM - RIM OF STRUCTURE TRUC UR E O 1�. ° °° +51.42, 14.50'L LIP - LIP OF GUTTER 37.53 TBC/POC `�9 0 N �/° MA - MATCH EXISTING +21.90, 14.50'R o `D Ao 2y 37.60 TOC o 36.00 CL GB 0.43% ,6 J SW - SIDEWALK 7 0 1 5 0 1 / �'6� ��'� 1 0 1 w _ Z 1 1+00 12+00 13+00 +96.92, 0.00' EP - EDGE OF PAVEMENT N +27.51, 22.50'R - N - 0.82% N - 1.1 1% 0.55% f - 4+00 - 15+00 - T 16+00 f = w FL FLOW LINE N 5 0.55% N 0.55% 37.28 FL v 36.54 CL b�~ v I - r T HOC - TOP OF CONCRETE 0 36.20 CL GB o / o U 2 HP - HIGH POINT +26.55, 13.67'Ra o / +00.00, 0.00' 3 O E. ACME LN. 6 +37. CL INT 36.95 CL/INT v) +69.42, 0.00' o l (� CR - CURB RETURN wLu +37.42, 0.00' 2 ci POC - POINT ON CURVE N 2 +90.48, 0.00' �•1 gq 5 ,�o ci 2 w INT - INTERSECTION +41.35, 22.50'R ��h 3 :, 1 /�r`l°'� 009 1 p �' PRC - POINT OF REVERSE CURVE o A 16 FL ° r ° I � a ° a � a � V--� ° (� SHEET NOTES +42.32, 13.67'R' ° d 4 36.36 GB m °�o z 8�0. ° 4 4 37.33 TBC/POC ° 37.11 CL/PT Q` z 35.96 GB 35.74 FL 36.57 CL 37.12 CL 37.41 CL/GB +78.54, 0.00' +90.48, 14.50'R ° O +96.92, 14.50'R +05.42, 13.67'R +00.00, 0.00' +00.00, 0.00' +51.42, 0.00' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +46.97, 14.50'R° 37.07 TBC/PT 35.99 FL Q + +05.42, 22.50'R C 36.44 TBC 36.13 TOC 36.+00.00, 14.50'R +00.00, 14.50'R 53 TBC 37.08 TBC 37.36 TBC/PC/GB NOTES. +7854 1450'R. , . +98.95, 15.20'R 09.48, 14.50'R +51.42, 14.50'R a � 36.56 TOC \I a 36.68 TBC/PT B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET o SECTIONS. a +98.95, 23.04'R \ Q +04.48, 14.50'R 36.31 LIP/POC \ EE� vi 7SEE DETAIL SHEET C2.19 I � ° 36.42 LIP/POC C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND +17.34, 27.1 VR +77.62, 27.1 VR SIGNAGE. o 122 SEE ROADWAY z IMPROVEMENT PLAN D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. w SHEET C2.3 BLOCK 1 E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 121 I F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. " a 120 119 I 34 33 32 31 30 29 28 27 L G. SIDEWALK CROSS WILL B SLOPE AL OWED NOT EXCEED 2.0%. NO ERA H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. E . ACME L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl MARKINGS. Ln o zJ K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT Q m OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J O 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O O C)MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = W Z Q O KEYNOTES ® > Q Z 2745 0 2745 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q W Q + SUPPLEMENTAL STANDARD DRAWING SD-701. CO 1 > a- O N O)II o + rn � _2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z O W a u� + � rn + - I SUPPLEMENTAL STANDARD DRAWING SD-702. (� Q Q V) 11 + u M Q 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Lu C) > 2742 Q r II � II � 2742 GUTTER TO 3" ROLLED CURB AND GUTTER. U 2 m Z O N Zo� `� 4. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL z uj wo Y ( o N N o U N 11 STANDARD DRAWING SD-709. w S z j � w YM O w 11 m L Q J 0 w O N � II w N v w 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q LJJ 0° w m w 1 w w STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES C 2739 0 Z w 11 w Z " 2739 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES U Q C SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE U 0 w �w Z EXISTING GROUND (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) w O Q I FINISHED GROUND 6. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD 0_ W 1 0,55% SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED Q - - - - - - - - - - 1.11% - .55% 55% DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2736 - - - DOMES SHALL BE RIGID INSERTS WET-SET INTO THE - - - - - - - - - 0.55% - - - - 2736 CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT - - - - - - - - - - - - - - - - I ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. I - _ 7. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD I SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL 0 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY I O APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" x 2733 I 2733 MINUS CRUSHED AGGREGATE. z N OV N (n I m N N I � U LL LI 0 Z 2730 2730 0 z O Z EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT U Z 2727 FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT 2727 Or- u tam O o �n r7 cD O M cD M c 0 0 00 I- O r7 O(Z � � � n 0 O M r7 n LL ao r- � C14 O N 0) O N N a M M r� M M M M M M M M M M n M M M M M M M M M M M M M M M M M M M M M M M r) 5725 NORTH DISCOVERY WAY o N N N N N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83713 ¢o N N N N N N N N N N N N N N N N N N N N N N N IFPHONE(208)639 6939 z kmengllp.com 1 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu n .4 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 ,n� 1130126 0 GRADE BREAK OF \NS�Iv /V C K - - - - - - - - - SAWCUT LINE MATCH LINEOD SEESHEET C2 .4 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51�I / I CIVIL ACRONYMS 36.38 TOC L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ° +87.19, 22.501 F FOLLOWS: Lu F m F I STA. - ROADWAY STATION FROM CENTERLINE 35.78 FL o SEE ROADWAY IMPROVEMENT CL - ROADWAY CENTERLINE o PLAN SHEET C2.10 37.57 TBC/PC/GB F 12 sl PC - POINT OF CURVATURE � � +87.19, 14.00'L I 37.36 TBC/PC/GB F +51.42, 14.501 36.34 TBC' m PT - POINT OF TANGENCY +51.42, 14.50'R m 5 +95.69, 14.50'L �- ELE. - ELEVATION 37.41 CL/PC/GB e �R5° RCS! 37.16 TBC/PT/GB 36.88 TBC 36.48 TBC 36.17 GB 37.06 GB 36.92 TBC 36.52 TBC 36.12 TBC/PC/GB L - STATION OFFSET LEFT +29.96, 14.50'L +00.00, 14.50'L +00.00, 14.50'L +78.69, 14.50'L N +64.94, 14.50'L +00.00, 14.50'L +00.00, 14.50'L +99.92, 14.50'L R - STATION OFFSET RIGHT +51.42, 0.00' 37.27 TBC/POC 0 + 3 ° ° ° �n 3 a 0 + / R M - RIIM OF STRUCTURE TRUC UR E 0 +70.13, 14.50'R �r'� o: LIP - LIP OF GUTTER MA - MATCH EXISTING 36.98 FL 7)X � r° ° � SW - SIDEWALK +74.78, 13.67'R 6� 00 EP - EDGE OF PAVEMENT cn 37.36 TOC X 1 18+00 0.40% o 1 19+00 S. WARBLER NEST LN. 4 20+00 1.03% 21+00 0.40% 22+00 o f 1 23+00 i FL - FLOW LINE z +75.74, 22.50'R ° - - - o - - - ^' - - - - - - - `� - - TOC - TOP OF CONCRETE O HP - HIGH POINT N 36.89 FL 2 � 0 5 0 2 CR - CURB RETURN > +90.55, 13.67'R ° h N N POC - POINT ON CURVE L ~ ° �°` � INT - INTERSECTION 37.29 TOC � � °° N +89.58, 22.50'R ° PRC - POINT OF REVERSE CURVE 37.14 TBC/POC I 3 ° ° ° ° in ° ° 3 ° ° +95.20, 14.50'R ° SHEET NOTES ° 37.00 CL/PT/GB 36.72 CL 36.32 CL 36.00 CL/PC/GB 36.22 CL 36.89 CL/PC/GB 36.75 CL 36.35 CL 35.95 CL/PC/GB 23 +29.96, 0.00' +00.00, 0.00' +00.00, 0.00' +78.69, 0.00' +00.00, 0.00' +64.94, 0.00' +00.00, 0.00' +00.00, 0.00' +99.92, 0.00' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD F 36.96 TBC/PT/GB 36.68 TBC 36.28 TBCJ 35.96 GB 36.14 TBC 36.85 GB 36.71 TBC 36.31 TBC 35.91 TBC/PC/GB ° NOTES. +29.96, 14.50'R +00.00, 14.50'R +00.00, 14.50'R C +78.69, 14.50'R +95.69, 14.50'R +64.94, 14.50'R +00.00, 14.50'R +00.00, 14.50'R +99.92, 14.50'R B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 35.78 FL F +87.19, 13.67'R SECTIONS. 36.17 C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND Q a I SEE DETAIL SHEET C2.19 +87.19,022.50'R SIGNAGE. zo D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. ° ° ° ° � 22 21 20 19 18 17 16 15 14 13 12 11 10 °� E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. WARBLER NEST L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS LU CONTACT ACHD INSPECTION FOR VERIFICATION OF J COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl LL MARKINGS. zof K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O Q a- OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED J 0 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL z MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z Q SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O MATERIAL USED MEETS THE REQUIREMENTS FOR z Q STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N z = W KEYNOTES ® Q 2745 2745 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD W SUPPLEMENTAL STANDARD DRAWING SD-701. co1 > Q N > + 1p + N z O 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD II °�° oN rn SUPPLEMENTAL STANDARD DRAWING SD-702. (� Q II II N 3. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL W 2742 N o 00 N 2742 STANDARD DRAWING SD-709. U - 2 Z J `V a� < U-) 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z W w N w N U) o' STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES W c (~ II m II Y m Y r) PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES m C Q W 91 w o L(14 w II w N SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q z , a�, Of m Q m (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Lu 2739 w n II w w II 2739 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD J FINISHED GROUND _j SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED Q m 0 Li 1 0 w DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. W EXISTING GROUND DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 0 Q -0.52% CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q -0.40 - - - - - _L03%, ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. 2736 - - - - - - - - - - - - - - - - - - - - - - - - - 2736 - - - - - - - - - - - - - - 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" MINUS CRUSHED AGGREGATE. 0 a O x z N 2733 2733 O m a N m N U LL Z) 0 Z 2730 2730 0 z O Z EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT U Z 2727 FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT 2727 Or- u tam O co o r C14 O o co (D C14 o3: o O 00 c0 C14 C14 r- 0) n LLO � N E N G I N E E R I N G r) ro r) ro r) � � � to r �ro PO ro ro ro ro ro a r) r) r) r) PO ro n ro r) ro n 5725 NORTH DISCOVERY WAY o N N N N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83713 ¢o N N N N N N N N N N N N N N N N N N N N N N O IFPHONE(208)639 6939 z kmengllp.com 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 DESIGN BY: LCK DRAWN BY: JAD 0 CHECKED BY: LCK Q V F DATE: JANUARY 2026 z 0 PROJECT: 24-287 �c SHEET NO. c > Lu n .5 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �t✓ENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 GRADE BREAK OF \NS�Iv /V C K SEE ROADWAY II °I III IMPROVEMENT PLAN F I I ' SEE ROADWAY SEE ROADWAY a l° SEE ROADWAY SHEET C2.9 �� - - - - - - - - - SAWCU LINE IMPROVEMENT PLAN IMPROVEMENT PLAN / MPROVEMENT PLAN SHEET C2.4 SHEET C2.13 ° e I° °`� F BLOCK 1 gg SHEET C2.10 z 35.34 LIP/POC CIVIL ACRONYMS BLOCK 1 91 92 93 94 95 96 97 100 v; z w 98 ° I° +47.04, 15.79'L v z F z ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 71 36.54 TOC 89 < 36.47 LIP/POC 35.78 TOC I O FOLLOWS: v +79.79, 22.931E c� SEE DETAIL SHEET C2.19 +37.97, 22.50'L I_ 36.23 TOC 36.46 TOC - ° +42.00, 22.50'L m 35.18 FL J I ° Lu STA. - ROADWAY STATION FROM CENTERLINE O +37.97, 14.151E Q ° CL - ROADWAY CENTERLINE o +32.00, 22.501E +22.00, 22.501E Q° 35.94 FL 36.59 LIP/POC/GB Q +96 00 022.501E v, PC - POINT OF CURVATURE 35.70 FL 35.86 FL J +42.00, 14.001E +48.21, 22.931E 36.49 FL 35.22 LIP/PC/GB v ''' PT - POINT OF TANGENCY _ D +35.47, 12.501E F ELE. - ELEVATION +32.00, 14.15'L-+22.00, 14.00'L Q° 36.49 , 14.151E astzL F 36.46 GB F F F F w °�° 35.73 LIP/PT 36.30 TBC +52.00, 14.501E 36.57 LIP/PT 36.58 TBC 36.18 TBC 35.78 TBC L - STATION OFFSET LEFT c +34.50, 12.501E +12.00, 14.501E 36.92 TBC/PC F ° F +98.50, 12.501E +00.00, 14.501E N +00.00, 14.501E +00.00, 14.501E 1 ° ° R - STATION OFFSET RIGHT '�O ° +29.50, 14.501E �O TBC - TOP BACK OF CURB 35.88°LIP/POC/GB 18 SD to§a t'a s 18 ° ° 2 o- 2 - LO ° °° � RIM RIM OF STRUCTURE +22.93, 15.791E M �° LIP - LIP OF GUTTER 4 ° 0) 3 Q2 MA - MATCH EXISTING 22 35.95 CL/INT SW - SIDEWALK 36.04 GB u'� �'/ 0.46% o \9 +69.97, 0.00', EP - EDGE OF PAVEMENT cn I 1 1.32% o os 3 ° 1.17% 9 2 10+00 0 73% 3 +48.82, 14.501E 1 1+00 0.41% o r 1 12+00 0 59% ° 13+00 0.40% 14+00 f 15+00 1 0.40% 16+00 ro 1.40% FL - FLOW LINE z _ _ N _ _ TOC - TOP OF CONCRETE 0 HP - HIGH POINT N A� 36.22 CL/INT o 3 36.81 CL S. FALCON EYE LN. 0 35.47 CL/GB CR - CURB RETURN uj o +00.00, 0.00' o +35.47, 0.00' 1'5gq �6`I° I POC - POINT ON CURVE L ~ 36.23 CL/INT/GB �� - +00.00, 0.00' �2p- �� INT - INTERSECTION o' 35.87 CL/GB o 3 N 35.40 LIP/POC/GB PRC - POINT OF REVERSE CURVE coo m +48.82, 0.00' ° ri ° r +47.04, 15.79'R ° °° ° 2 °°® ° �' ° 2 '° I SHEET NOTES 36.04 GB 36.30 CL/GB 36.95 CL/INT/GB � 36.52 FL 36.41 CL 36.01 CL 35.61 CL �`L� ° F +48.82, 14.50'R +52.00, 0.00' +64.00, 0.00' +94.98, 14.00'R +00.00, 0.00' +00.00, 0.00' +00.00, 0.00' i2rsD ® A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD z 35.73 LIP/PT 37.12 GB 37.12 TOC 36.58 TBC 36.18 TBC 35.78 TBC NOTES. 36.46 GB ° D +00.00, 14.50'R F w +34.50, 12.50'R +64.00, 14.50'R +94.98, 22.50'R +00.00, 14.50'R +00.00, 14.50'R B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 35.69 FL +52.00, 14.50'R / / <_ SECTIONS. Q +32.00, 14.15'R 35.22 LIP PC GB +35.47, 12.50'R LLi F 36.26 TOC FFL+32.00, 22.50'R +37.97314.015 R �I v; I C. S GNAGE C2.20 FOR PAVEMENT MARKINGS AND o 35.83 LIP/POC/GB v +22.93, 685.79'R O O O O O F O O O O O O O O I I I D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. SEE ROADWAY 69 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 IMPROVEMENT PLAN F O F SHEET C2.4 E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. e BLOC K 1 35.80 TOC F F a +37.97, 22.50'R F I I F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. <] v I G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO <_ I I I I TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. FALCON EYE L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF W COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl J MARKINGS. L.L K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O z O OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL 0 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O Q MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = W Z KEYNOTES ® > Q 2 Q 2745 2745 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q W SUPPLEMENTAL STANDARD DRAWING SD-701. m 1 > � o � Q 0 0 00C14 N + 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL z > o M + 0) STANDARD DRAWING SD-709. Ln Q o + + _ II Sri + 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC LJ..I 2742 II II II M rn 2742 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES U - a ,� a N Q o M PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z - Z N N V M z II a SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE W J N cO N N r0 Y M N Q r N� (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). Q C Q w Y M I� Q r- W (~!/ z V G N N m N � II y� g; 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q W m w II II w N c� SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL o II m II Co wo z w m ui II THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY U 0 Z 2739 Q - 2739 APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" 0 0 w � ?w 0 w o z W MINUS CRUSHED AGGREGATE. w Q J CD FINISHED GROUND < - O Q EXISTING GROUND ��`' Q � � 0.59% 2736 0.73% 0.41% 0' 1% -0.40% 2736 0 a O N 2733 2733 zO V a V 2i U 1 m N N - U N a Z) z or_ 2730 2730 0 z O Z EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT U Z 2727 FFINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT 2727 Or- u tam O } 000 00000 000 0O 0N oL0 O o00 o � o 1")c o � o rn M rn rn0Or�� ooI� co rnMM o M o� LL 0 G 0 N n r rn . c � 6 . � n N r � n C° ° co co o o o co co C (6 CD 6 (O o (O o 0 co 0 co 0 n `n `) a rn � r rnrO r PO I n n ff) r M 5725 NORTH DISCOVERY WAY oN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83713 IFPHONE(208)639-6939 kmengllp.com z 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu n a0 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 GRADE BREAK OF \NS�Iv /V C K - - - - - - - - - SAWCUT LINE BLOCK 1 / 125 126 127 128 129 130 131 132 133 134 //� // � F F F CIVIL ACRONYMS 36.23 TBC/POC +51.63, 14.501 / ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 37.03 TOC 36.27 CL/INT 36.22 TOC /F F FOLLOWS: SEE DETAIL SHEET C2.19 m +89.30, 22.50'L +51.63, 0.00' +83.58, 22.50'L / Lu 36.01 FL F F STA. - ROADWAY STATION FROM CENTERLINE Lu 36.64 FL 35.83 FL a C +89.30, 13.67'L +40.00, 14.00'R +83.40, 13.67'L / CL - ROADWAY CENTERLINE o 36.88 TBC 36.61 TOC 36.12 TBC/POC / 36.16 TOC PC - POINT OF CURVATURE PT - POINT OF TANGENCY m +40.00, 22.50'R / e ELE. - ELEVATION � +97.80, 14.50'L +77.69, 14.50'L +96.61, 22.50'L 37.71 TBC/PT/GB 37.29 TBC 36.85 CL/INT 36.47 TBC/PC 36.53 TBC / ° L - STATION OFFSET LEFT +00.00, 14.50'L 04 +00.001 14.50'L V//5 +14.00, 0.00' +29.52, 14.50'R 35.78 FL R - STATION OFFSET RIGHT +93.72, 14.50'L +96.79, 13.67'L TBC - TOP BACK OF CURB 3 36.02 TBC/POC RIM - RIM OF STRUCTURE +02.50, 14.501 LIP - LIP OF GUTTER % MA - MATCH EXISTING 37.40 CL INT 37.33 CL SW - SIDEWALK SEE ROADWAY IMPROVEMENT o � / S. OWL SUMMIT LN. o EP - EDGE OF PAVEMENT c� 10+00 2 +82.00, 0.00' 11+00 +00.00, 0.00' 12+00 0 13+00 2 O° FL - FLOW LINE z PLAN SHEET C2.4 0.42% 4 N - - - _ - N 6 / TOC - TOP OF CONCRETE 0_ 0 37.20 TBC/PC ��° �O n o 36.49 CL� DO HP - HIGH POINT N_ � CO l 1 0) �O �� 0 �% +00.00, 0.00' 1 CR - CURB RETURN w 1 +70.82, 14.50'R 69 f 6 POC - POINT ON CURVE W ~ / ° d Rzo• 00 V INT _ INTERSECTION 37.75 CL/PT/GB 1r.4 °° 37.18 TBC/PRC R, 36.84 TBC/PT ° 6 ° �� L PRC POINT OF REVERSE CURVE +76.20, 13.50'R, ° +57.18, 14.50'R 3 SHEET NOTES 37.92 TBC/PT/B 37.65 TBC ° 37.49 TBC ° 36.73 LIP/PCC ° 36.88 TBC/PRC +00.00, 14.50'R � � F+62.00, 14.50'R ° F+02.00, 14.50'R +81.89, 10.50'R F � ° � +51.80, 13.50'R� 36.68 TBC/PC � >° a � A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD C ° 37.05 FL 36.61 FL 36.92 TBC/PCC +93.72, 14.50'R N /` NOTES. <_ 37.13 FL F +92.00, 14.00'R <_ +89.30, 13.54'R +46.15, 12.50'R 35.92 FL ° +72.00, 14.00'R 37.65 TOC 37.08 TOC z 36.61 LIP/POC/GB +61.63, 14.00'R B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET z 37.73 TOC +92.00, 22.50'R +89.31, 22.50'R z +31.75, 16.17'R 36.52 TOC SECTIONS. w +72.00, 22.50'R 36.61 LIP/POC Q +61.63, 22.50'R C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND Q l 78 • 82 +97.92, 17.86'R Q 112 +72.1 36.35 TBR ° IGli SIGNAGE. zo w Q ° BLOCK 1 Q I - D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. SEE ROADWAY IMPROVEMENT cc -SEE ROADWAY IMPROVEMENT ° SEE ROADWAY IMPROVEMENT PLAN SHEET C2.13 C7 E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. J ° PLAN SHEET C2.9 w m PLAN SHEET C2.16 L Li J Q Q m F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. • °° G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. OWL SUMMIT L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS W CONTACT ACHD INSPECTION FOR VERIFICATION OF J COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl MARKINGS. LL K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O zof OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL 0 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z Z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O Q MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = z Q 61 0 KEYNOTES ® > Q 2745 0 2745 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q w Lu + o SUPPLEMENTAL STANDARD DRAWING SD-701. m > �_ Q II + 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z O > SUPPLEMENTAL STANDARD DRAWING SD-702. Q u) � cn o II 3. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL LJ..I C 2742 Q r i ¢ I 2742 STANDARD DRAWING SD-709. U69 - z m N z N 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z W J w II II N :21i° STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES w PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES c C Q r'i N II N SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q C w w w > II (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). G 2739 FINISHED GROUND z w w 2739 U 0 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD x c./) SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED O J EXISTING GROUND w W DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. -0.42% DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 0 -0.42% CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q O -0.42% ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. � 2736 4�- - - 2736 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" MINUS CRUSHED AGGREGATE. 0 a x z N 2733 2733 O V a U LL Z) 0 Z 2730 2730 0 z O Z EXISTING GROUNID CENTERLINE OF ROADWAY ALIGNMENT U Z 2727 FINISH GROUNID CENTERLINE OF ROADWAY ALIGNMENT 2727 Or- tam O Lo co 0 � NLn o 6? � co 0 � N to o E N G I N E E R I N G r (0 (6 (.0 (6 (D (6 CD a M M r7 M M r7 M M M �`� M r7 M ' M r7 r7 r7 p M 5725 NORTH DISCOVERY WAY o N N N N N N N N N N N N N N BOISE,IDAHO 83713 ¢o N N N N N N N N N N N N N N U PHONE(208)639-6939 z kmengllp.com 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu n 7 a0 a N 2 SHEET LEGEND \� -��•Zb - _ _ SS\ON A LN(I f Nc ��i�.zti�i�Z - _� *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \\CENSF < ��'�Zti _ _ _ STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J, 1130/26 0 Iv<_ Of�° - - - - - GRADE BREAK y S� �N C KEN /C13 - - - - - - - - - SAWCUT LINE ' � ^ , SEE DETAIL SHEET C2.19 ' 4.Q �'` C �� BLOCK 1 CIVIL ACRONYMS o � ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS v� 138 FOLLOWS: 35.76 TBC/PRC 44jo, +64.20, 14.501 139 w STA. - ROADWAY STATION FROM CENTERLINE � 35.80 CL/PRC 140 ' CL - ROADWAY CENTERLINE o +64.20, 0.00' PC POINT OF CURVATURE \ 35.22 GB � PT - POINT OF TANGENCY +91.17, 14.501 ELE. ELEVATION 3 35.61 TBC/POC 35.27 CL/GB L - STATION OFFSET LEFT +00.00, 14.50'L 34.84 LIP/PC R - STATION OFFSET RIGHT �� +91.17, 0.00' TBC - TOP BACK OF CURB +80.40, 10.50'R 35.27 TBC/PT RIM - RIM OF STRUCTURE h ° 34.88 LIP/PT h 2 \+79.72, 14.50'L LIP - LIP OF GUTTER �N +77.78, 10.50'R ' MA - MATCH EXISTING 7g 35.53 CL/INT/GB SW - SIDEWALK 1 '�00 +44.15, 0.00' 35.10 TOC EP - EDGE OF PAVEMENT c� C9 ° +82.68, 22.50'L FL - FLOW LINE z TOC - TOP OF CONCRETE O 5 34.71 FL HP - HIGH POINT N \ . +82.68, 13.67'L CR - CURB RETURN Lu Lu 3 S. �W�S � ° ° _ _ POC - POINT ON CURVE L ~ 35.97 TBC/PRC MM�T�N 0.509 N� 34.83 TBC INT - INTERSECTION +64.20, 14.50'R 12 d - PRC - POINT OF REVERSE CURVE 35.82 TBC/POC; I sD 1.32 d +94.47, 14.501 +00.00, 14.50'R �- 12"so-- _ SHEET NOTES cn C N E( _ 109 35.65 CL/POC 10 12 0 34.87 CL � I +00.00, 0.00' F 3 9.7 CL/PT g �1 �3 f +94.47, 0.00' ' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +79.72`0.00' 9, o �°'`�s `V NOTES. 35.48 TBC/PT 1•g3% 03 TBC <+79.72, 14.50'R �' B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 35.43 GB ^ °+94.47, 14.50'R SECTIONS. BLOCK 1 F F +91.17, 14.50'R F ?ao 108 35.48 TBC/PC ° 35.08 TBC/PT C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND 102 +01.09, 14.50'R +91.17, 14.50'R SIGNAGE. zo F F F F F F F 35.52 TBC PRC <- 34.74 LIP/PRC / 4 +86.50, 1 1.63'R� -J D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. +06.47, 13.50'R � � ° z 34.74 FL - 35.58 TBC/PCC- - z +82.90, 12.20'R E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. F F F F F F +12.39, 12.51'R- O a o PZ 35.33 TOC F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. � � � � � � � � � � � 35.25 LIP/POC/GBH m +82.90, 22.50'R +29.42, 19.50'R G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 35.22 LIP/POC/GB • ° < <_ Q +60.88, 18.41'R TOLERANCES WILL BE ALLOWED. SEE ROADWAY IMPROVEMENT "' PLAN SHEET C2.10ai m i o I H. ALL STATION AND OFFSET LABELING RELATED TO EACH II SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. OWL SUMMIT L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS W CONTACT ACHD INSPECTION FOR VERIFICATION OF J COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl MARKINGS. LL K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O zof OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL 0 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z Z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O Q MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z N = Q KEYNOTES ® > Q 2745 2745 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q w L1J SUPPLEMENTAL STANDARD DRAWING SD-701. m Q 1 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z O > `n SUPPLEMENTAL STANDARD DRAWING SD-702. (n Q 3. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Lu C 2742 4 CO rn 2742 STANDARD DRAWING SD-709. U - 2 Z DC II II 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC LZ L u > a M STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES cS II PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES M G Q Z n �< SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q C O N N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED. ( ) G N v 2739 w w r 2739 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD cn II o > m SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED O J EXISTING GROUND ui i z w w II DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. w DOMES SHALL BE RIGID INSERTS WET-SET INTO THE - - - c`' �_j CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT 2736 Q O FINISHED GROUND 2736 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. v7 - - _ _ 1 1 � N N 2733 1 � 2733 O V a O] U Z) ° N 2730 2730 0 z O Z EXISTING GROU qD CENTERLINE OF ROADWAY AL GNMENT U z 2727 FINISH GROU qD CENTERLINE OF ROADWAY AL GNMENT 2727 Or- tam O o No o0 °° � � �° � �° � � N LL( , N � 0 E N GI N E E RI NG a M M n M n PO � � � r� 5725 NORTH DISCOVERY WAY r � � r a NN NN NN NN NN NN N N N N NN NN BOISE,IDAHO83713 O O U PHONE 208 639-6939 z kmengllp.com 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu n a0 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �t✓ENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 GRADE BREAK 0f Iv /V SEE ROADWAY IMPROVEMENT - - y�/ \NS�C K PLAN SHEET C2.15 - - - - - - - - - SAWCUT LINE W W ° 111 ' 112 BLOCK 1 ° 37.01 TBC/POC 113 114 115 116 I117 �I ° 92 / CIVIL ACRONYMS +17.53, 19.24 L v° O 36.47 LIP POC °} +85.95, 15.791E Z ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS Z 36.93 TOC I w w ° FOLLOWS: J V , +32.48, 19.401E SEE DETAIL SHEET C2.19 0 _w 36.96 TOC w m SQ +76.88, 22.50'L w 36.43 FL j 36.06 TOC I 36.23 TOC 36.37 FL p STA. - ROADWAY STATION FROM CENTERLINE Q +32.48, 12.001E o +86.88, 22.501E 0 CL - ROADWAY CENTERLINE o 0 +66.88, 22.50'L ° ° +76.88, 14.151E u N4".-- 36.50 LIP/PCC 1 35.46 FL ° 35.63 FL Q PC - POINT OF CURVATURE D c� J ° w PT - POINT OF TANGENCY -j +32.10, 10.501E cn +66.88, 14.001E ° +86.88, 14.001E vi ELE. - ELEVATION p36.44 LIP/PRC 36.57 TBC 36.12 TBC a, 35.86 GB 36.19 TBC L - STATION OFFSET LEFT °, R - STATION OFFSET RIGHT vi +38.51, 1 1.63'L +00.00, 14.501E +00.00, 14.50'L N +56.88, 14.501E +96.88, 14.501E 3 TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE 36.82 TBC/PT ° ° ° e2 e ° ° � ° b T � LIP - LIP OF GUTTER +43.18, 14.501E ° R2oMA - MATCH EXISTING r A SW - SIDEWALK 36.42 LIP PC �9o1 / 0 4.6% ° EP - EDGE OF PAVEMENT cn 9 2 10 00 .6 cn 12+00 0 0•83% 13+00 +74.38, 12.50'L 0 83% 14+00 FL - FLOW LINE O 1 1+00 0.45% TOC - TOP OF CONCRETE _ -NAND CRANE LN. - - - - - � - �� to 36.85 CL/INT. ,:7 �� t'�a 0 16% 0 1 36.42 LIP/PC �0`I° ° 36.95 CL/INT/GB HP - HIGH POINT N CR - CURB RETURN > C14 +74.38, 12.50'R 1.52% �'�/ +08.88, 0.00' POC - POINT ON CURVE Lu ~ ti INT - INTERSECTION +00.00, 0.00' I �y o e o aC - 36.82 TBC/PT 3 Q6 PRC - POINT OF REVERSE CURVE 3 +43.18, 14.50'R, ° in ° 2 °° a 9 ° SHEET NOTES 36.44 LIP/PRC 36.40 CL 35.95 CL 35.69 CL/GB 35.86 CL/INT 36.39 FL 36.61 LIP/POC +38.51, 11.63'R +00.00, 0.00' +00.00, 0.00' +56.88, 0.00' +76.88, 0.00' +76.88, 14.15'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +17.86, 16.08'R 36.50 LIP/PCC 36.57 TBC 36.12 TBC 35.86 TBC/GB 36.97 TOC NOTES. +32.10, 10.50'R D +00.00, 14.50'R +00.00, 14.50'R +56.88, 14.50'R +76.88, 22.50'R 36.43 FL 36.59 LIP/POC/GB SEE ROADWAY IMPROVEMENT B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET +32.49, 12.00'R +85.95, 15.79'R PLAN SHEET C2.6 SECTIONS. SEE ROADWAY IMPROVEMENT 37.02 TOC ° C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND PLAN SHEET C2.7 +32.49, 19.72'R ® SIGNAGE. zo ° BLOCK 1 a 81 82 83 84 85 86 87 88 89 90 D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. E. SEE SHEETS C4.0 C4.3 FOR STORM WATER PLANS. F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. E . GRAND CRANE L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 4> m MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS W CONTACT ACHD INSPECTION FOR VERIFICATION OF J COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl E-L MARKINGS. 0 K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O z z Q � OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED J Q TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL 2748 2748 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z Z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O Q MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = LZ Q KEYNOTES ® > Q 2745 2745 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q LJ..I W o Cq SUPPLEMENTAL STANDARD DRAWING SD-701. Co1 > ~ O 0 0 + � 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 00 STANDARD DRAWING SD-709. (� Q II 0 + 11+ c i 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC W C) 2742 � 2742 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES U - z � II � Z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z � - J Z r 9 cD p 14 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE W W N N N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q C Z G N II Y p N of II 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q w w v uj SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL 2739 Z w m II N 11 Z 2739 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY U U APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" 0 z W MINUS CRUSHED AGGREGATE. W O Z FINISHED GROUND CL = EXISTING GROUND Q 2736 - - - - - - - - - - - - - - - - - - - 0.45%- / 1 0.83% 2736 w I I m I I 2733 I I 2733 z N OIn I I o m I _ H N U z Z) Z 2730 2730 0 z O Z EXISTING GROUND CENTERLINE OF ROADWAY AL IGNMENT U Z 2727 FINISH GROUND CENTERLINE OF ROADWAY AL IGNMENT 2727 Or- u tam O cD N N a0 N I� N LL i1' co "' �' n N C. o N � � � ^ N 00 �r o' °' E N G I N E E R I N G r7 M M r7 r7 � ) r7 6 Ln r7 r7 M r7 M M r7 � M r7 r7 r7 r7 r7 r7 r7 M M M M M 5725 NORTH DISCOVERY WAY o N N N N N N N N N N N N N N N BOISE,IDAHO 83713 ¢o N N N N N N N N N N N N N O PHONE(208)639-6939 U kmengllp.com Z 1 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 c- SHEET NO. c > Lu n a0 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 SEE ROADWAY IMPROVEMENT 1130126 0 z PLAN SHEET C2.1 1 y��44� Of } - - GRADE BREAK y�//v C 36.16 TBC 36.45 TBC Q 36.39 LIP/POC +65.82, 33.521E +39.49, 33.50'L Q I +99.09, 22.93'L - - - - - - - - - SAWCUT LINE - - _ 35.90 TBC 36.12 TBC 35.95 TOC BLOCK 1 35.70 LIP/GB +65.82, 16.501E +41.49, 14.501E z +15.31, 22.50'L 0 ' +08.31, 12.501E J 35.81 TBC 36.20 TBC p 35.34 FL O O 35.95 CL/INT/GB J +63.82, 14.50'L +39.49, 16.501E 2 +15.31, 14.15'L I +08.31, 0.00' 9, 3 TBC 36.36 TBC vi 35.71 TBC/PC/GB CIVIL ACRONYMS 35.54 TOC +58.49, 33.501E � � � � � +29.00, 21.951E SEE DETAIL SHEET C2.19 36.36 TBC +16.65, 33.50'L 36.15 TBC/PC +22.32, 14.501E ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS D +84.82, 33.50'L- 35.E TBC 35.92 SW J 35.52 TBC POC 35.12 FL 35.52 TOC - +60.49, 14.50'L +07.15, 39.501E m +48.81, 14.501E ° 4 FOLLOWS: - � 36.11 TBC +26.31, 14.501E +28.50, 13.48'L +29.05, 22.50'L 35.87 TBC' 36.30 LIP/POC/GB w m +84.82, 16.50'L 35.82 FL STA. - ROADWAY STATION FROM CENTERLINE +67.52, 22.931E 35.54 CL/PC/GB 35.56 TBC/PCC 34.92 FL 0/// 35.60 TOC +58.49, 16.501E +07.15, 33.011E °' CL - ROADWAY CENTERLINEo I36.05 TOC �. �, �, .� � +22.32, 0.00'+38.52, 12.501E +29.05, 14.001E +49.05, 22.50'L O 35.31 LIP GB PC - POINT OF CURVATURE 35.36 TBC +76.31, 21.00'L� / 8 PT - POINT OF TANGENCY 35.51 TBC/PRC 35.00 FL D 35.51 FL +42.82, 12.501E 7 +5.61 TBC4.50+43.91, 13.501E +19.05, 14.501E +49.05, 14.001E m a O +43.77, 14.501EELE. - ELEVATION +76.31, 14.001E e ° ° ° 4 ° J 35.76 TOC35.48 TBC/PT 35.52 TBC L - STATION OFFSET LEFT _ +49.39, 22.501ER - STATION OFFSET RIGHT +49.29, 14.501E +59.05, 14.501E N ° ° °35.22 LIP/POC/GB0 36.28 TBC b�/ P� 0 35.42 FL TBC - TOP BACK OF CURB +18.41, 16.74'L �°° 35.27 GB' 4 a s 35.95 TBC 7 +97.65, 33.501E ° 1 � +48.42, 13.67'L °° ° RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER I ^ +95.93, 14.501E +67.81, 14.501E 9' j �° 35.83 TOC a g - o °° C° oo ��' ° ° +63.22, 22.50'L° O ° MA - MATCH EXISTING 1'/� b\ o w R2 5�% s 5 -� '35.47 FL ° SW SIDEWALK 00 5 0.4 ,� o .5 35.52 CL 35.56 CL/GB o �• 35.95 CL INT 1.82% ° EP - EDGE OF PAVEMENT N0 1 1+00 0.40% w +00.00 LINE , 0.00' 2+00 13+00 +42.82, 0.00' o 0.40% 14+00 15+00 2 35.74 TBC/POC TOC - TOPWOF CONCRETE �_ 3g 1 E. AMBITION LN. / 1 +64.19, 13.67'L _ -� 0.45% FIL 35.53 CL INT �� - N +40.31, 0.001E 3 / 35.36 CL/PT o 35.42 CL/INT 35.56 LIP/PC 1.12% 0 1 36.13 CL/INT/GB� 1.50% +68.84, 14.501E HP - HIGH POINT N +00.00, 0.001E ° 0.68%� o 1 '_p �° o 5 / ° CR - CURB RETURN w � 1 "sD +38.52, 0.00'- 6"sD 12"SD +76.42 LINT +73.81, 12.50'R 9 5 p o 1° +83.31, 0.00' 1 ° N / o o �� N POC - POINT ON CURVE - °P�o, �s p� � 0s� ° INT - INTERSECTION � 35.53 TBC/PT 6 6 0 �9 ° � PRC POINT OF REVERSE CURVE o +37.25, 14.51'R° 4 1s"s� 18"SD 1$"sD 4 18"s 1 "sD ;n 1�"sD 1e"sD o 4 4 Sri° an ° p, 18"SD D-�1 "SD 18"SD 18,"SD 18"S6 4 N 35.14 LIP PRC 35.10 CL/GB �� I "° ° �5° R6�5' SHEET NOTES / +95.93, 0.00' ° ° � _i � ° ° ° 12I 1 �35.73 TBC/PT/GB 36.04 TBC � 35.33 FL A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +33.04, 11.80'R 35.18 LIP/PCC `f' 35.27 GB � u � +42.82, 14.50'R +20.31, 14.50'R m° +15.31, 14.00'R NOTES. +27.58, 11.17'R +95.93, 14.50'R = 35.95 TBC - 35.93 TOC o 10 35.60 FL °w +67.81, 14.50'R 36.05 LIP/POC/GB w +15.31, 22.50'R + B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 35.12 FL 35.51 TBC n � �35.67 TBC z co Z J 35.47 FL J +24.09, 22.93'R +30.31, 14.00'R 35.71 TBC/PC/GB 35.91 TBC/PT/GB SECTIONS. _j +27.44, 12.70'R +56.31, 14.50'R Q +96.31, 14.50'R w 36.20 TOC tz a +76.31, 14.15'R } ° Q +22.32, 14.50'R z +00.85, 14.501E 35.65 TOC 35.07 FL ° V35.15 FL w +30.31, 22.50'R + . , . BLOCK 1 a . , . 35.93 TOC BLOCK 1 36.20 TBC 35.91 TBC/POC C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND o 'IV ° +8631 1400'R z +60.31, 14.50'R +61.58, 14.50'R+76.31, 22.50'R z 9 w SIGNAGE. 2719 2120'R +66.31, 14.00'R z 35.25 LIP/POC/GB 103 35.67 TOC 35.75 TOC c� z Ln O 35.95 LIP/POC � 54 35.68 FL 36.12 TBC/PT/GB ° D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. / +19.50, 14.73'R ° +66.31, 22.50'R a _ '.I +86.31, 22.50'R 99 +92.52, 22.93'R °I I°° +50.31, 14.00'R +00.85, 14.50'R w vi co E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 36.28 TOC 35.95 CL/PT/GB m 4I ° +50.31, 22.50'R +00.85, 0.00' <I ° Q F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. ° SEE ROADWAY IMPROVEMENT SEE ROADWAY IMPROVEMENT SEE ROADWAY IMPROVEMENT ° SEE ROADWAY IMPROVEMENT PLAN SHEET SEE ROADWAY IMPROVEMENT C2.15 PLAN SHEET C2.6 PLAN SHEET C2.14 PLAN SHEET C2.5 N a 11 G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO a 8 I a° TOLERANCES WILL BE ALLOWED. PLAN SHEET C2.8 H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. E . AMBITION L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl Lu J MARKINGS. Ln zE K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O Q 0 OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z 0 SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE 0 z MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N z= W z Z KEYNOTES ® > Q Q Q _ J 2745 2745 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD M W a- SUPPLEMENTAL STANDARD DRAWING SD-701. CO 1 > Lu M rM M 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Z O Q 0 0 6 ao ,N o SUPPLEMENTAL STANDARD DRAWING SD-702. (� Q > + ) + + (+ 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND W 2742 O 0) M II `n 2742 GUTTER TO 3" ROLLED CURB AND GUTTER. U 0 u u QL a <0 �2 u z Z 4. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL uj II � N� cn N� N M cn °' STANDARD DRAWING SD-709. W J M � Z u M 2 Q z �0 QO N Z � (n Z� O� N Yr) Z M c~i1 Z M N Y M -N P N Y M N 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q 0 N w w N w w II w N m STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 2739 w w N w � II m II w m w II 2739 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES ry SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE < CO w m II w z w OT IT Q w z w Z Li w Q w (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). W 0 Z w Q ? w m w m w 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q Of m w SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL u j FINISHED GROUND THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY EXISTING GROUND APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" 2736 - - - - G-4G% - - - - - - - - - - - - 2736 MINUS CRUSHED AGGREGATE. - - - - -0. % 7. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC - - - - 0.40 ° - STANDARD DRAWING SD-701A. 8. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC STANDARD DRAWING SD-712G, WITH TRUNCATED DOMES x 2733 2733 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z m SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 4 0 0 0 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). _ Cn N N U a Z) z or_ 2730 2730 LJ SEE STORMWATER IMPROVEMENT PLANS, SHEET C4.0 z 0 Z EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT U Z 2727 FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT 2727 p[ 0 } r O QSrO OSr Sr O 0�c I- 00 C14C14003 N L 1p r 0 O O O N r� „L C14L (D � 00 00 � rn O 00 � 00 E N G I N E E R I N G Si r �i 'n u ui ui i ri Sr CO CO r (Or (O �i LO (.D r '-D co (D 'i CO ri (D ri (D r a ro r7 r7 r7 r) f r r) r7 r7 r7 r) r7 ror r- 5725 NORTH DISCOVERY WAY a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83713 0 0 U PHONE 208 639-6939 z kmengllp.com 1 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c C2. 10 w a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION 10ENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 0° I GRADE BREAK 0f 1pP��Iv �� o, F F F F F `36.69 sw F F F F F F F F F F F F F /N C KEN +43.81, 111.831E 36.59 FL <_ F F F F F F +1 1.83, 33.011E F BLOCK 1 - - - - - - - - - SAWCUT LINE 37. SEE ROADWAY IMPROVEMEN I F F 37.05 TBC <- F +21 3 TBC O <_ PLAN SHEET C2.10 ° +02.33, 33.50'L +21.33, 33.501 E F F F 37.15 TBC F F F F F +26.17, 33.50'L. CIVIL ACRONYMS I I F 36.45 TOC <_ F F F36.90 TBC F F F F F F +32.00, 22.501E +26.17, 16.501E ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 135.89 FL 36.83 TBC FOLLOWS: o +32.00, 14.151E F F +28.17, 14.501E F F F F F F F F F c� F SEE ROADWAY IMPROVEMENT mLu 36.85 TBC SEE DETAIL SHEET C2.19 STA. - ROADWAY STATION FROM CENTERLINE PLAN SHEET C2.14 I 37.04 TOC 36.66 TOC- F E I CL - ROADWAY CENTERLINE o [+52.50, 33.501E +49.97, 22.501E +47.03, 22.50'L 0o PC - POINT OF CURVATURE 35.85 LIP/POC/GB 36.50 TBC 36.44 FL +22.93, 15.791E F F 36.07 FL F F F F I F FD PT - POINT OF TANGENCY _ +50.50, 14.501E V +49.97, 14.001E +47.03, 14.00'L\ 36.44 GB ELE. - ELEVATION ALLEY B �; z a ° L - STATION OFFSET LEFT � 37.13 TBC/GB 36.65 TBC +55.50, 14.50'L 36.87 GBR - STATION OFFSET RIGHT _ 98.50, 14.50'L F+38.53, 14.501E F F- f- -� 'N�`36.60 TBC 4 rn o 501 +56.50, 14.50'L TBC - TOP BACK OF CURB 18"SD��-18"sb 2 8"S -in 1 "SD RIM - RIM OF STRUCTURE �I L ° ° 0 36.45 LIP LIP - LIP OF GUTTER co +52.50, 16.501E U n L u� +56.50, 12.501E LIP - MATCH EXISTING F _ � m, ° 9 0 0 Q 0°I° CO R2. r ° ^ SW - SIDEWALK kG��-ram.,.• w �� J•q 35.98 LIP/PT �`� o 36.96 CL/INT/GB S. MOUNTAIN JAY LN. o f 36.70 CL/GB EP - EDGE OF PAVEMENT cn 2 10 I - 12.501E 0 1 1+00 - +98.50, 0.00' 12 00 1 20%; - 0 1+0 1 N) o I 1 N) N � 0- FL - FLOW LINE z +56.50, 0.00' TOC - TOP OF CONCRETE 0 ��3 35.94 LIP PT 1 36.55 CL o 3 36.28 CL/GB 1 0 a HP - HIGH POINT N 2 36.13 CL/INT 9y g2% / o 0 4 3 % o v CR - CURB RETURN wLu ° 1 +34.50, 12.50'R +00.00, 0.00' 99 �° p� +55.50, 0.00' <_ +00.00, 0.00' N S p 1� ov " POC - POINT ON CURVE - • 0 2 y° N' �o. b� INT - INTERSECTION 11n 35.84 FL 36.89 TBC/PC N ° �° 36.45 LIP PRC - POINT OF REVERSE CURVE +32.00, 14.15'R r 'co +56.50, 12.50'R a 2 +41.50, 14.50'R ° ° 2 ° ° in °° - - J 3 36.37 FL 36.87 GB 36.44 TBC/PT/GB < SHEET NOTES +49.97, 15.20'R o ° +55.50, 14.50'R +56.50, 14.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD F 12 SD 36.23 TOC 36.94 TOC F F 36.06 FL D NOTES. +32.00, 22.50'R +49.97, 23.04'R +47.03, 15.20'R 35.74 LIP/POC 36.32 LIP/POC z 36.57 TOC B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET +22.93, 15.79'R BLOCK 1 +68.36, 27.11'R ° } F C +47.03, 23.04'R SECTIONS. O 36.35 LIP/POC/GB C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND `+28.64, 27.1 1'R SIGNAGE. o - I z LLi I D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. IEL E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. SEE ROADWAY IMPROVEMENT F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. PLAN SHEET C2.12 G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. MOUNTAIN JAY L N . ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS J CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl W MARKINGS. z Q K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O Q 11 OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J 0 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL Z MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z Q SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE o MATERIAL USED MEETS THE REQUIREMENTS FOR Z STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. z 2 w Q Z KEYNOTES ® > Q 2748 2748 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD W W SUPPLEMENTAL STANDARD DRAWING SD-701. � ~ m > a 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL D z O STANDARD DRAWING SD-709. (n Q 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC L u C) 2745 2745 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES U - Z Lq 0 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z - J 00 0 q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE uj o + + (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). Q C Q + + 4. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC Q G Z _ Q N STANDARD DRAWING SD-701A. < C) Q o II < 2742 II ~ II Q o 2742 5. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC Q r2 Y � 00 N m STANDARD DRAWING SD-712G, WITH TRUNCATED DOMES Q Z c~n w N (0 < PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES LJ..I Z Y In ui N SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE o o N w 1 Of N m (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). Q 0 o m w II 2739 w II o > � 2739 Zw w FINISHED GROUND EXISTING GROUND -1.2 y, 0.42% z N N 2736 0.420 - - - - - - - - - - - - - 2736 0 a U LL 0 Z) 0 Z 2733 2733 N O m N z o Z EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT u Y 2730 IF FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT 2730 Or- tam 0 3 N I to 0) M M I M I M 00 M o M N M 0 r- LL 00 M ENGINEERING r (0 '6 to '6 to '6 to '6 ( (0 '6 (0 '6 (0 '6 (0 '6 (0 '6 (0 '6 r7 r7 r7 r7 r7 r) r7 r7 r7 r7 r7 r7 r7 M M 5725 NORTH DISCOVERY WAY o N N N N N N N N N N N N N N BOISE,IDAHO 83713 N N N N N N N N N N N N O 0 U PHONE 208 639-6939 z kmengllp.com 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c w C2. 11 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 SEE ROADWAY IMPROVEMENT y� qTF OF Iv PLAN SHEET C2.11 r SEE PLANROIADW CZ PROVEMENT - - GRADE BREAK y�� i W W W W W N ° w S - - - - - - - - - SAWCUT LINE w 36.71 TOC I 36.41 TBC/PC I a I d Q 3 o +36.03, 35.54'L +92.80, 27.00'L °a 36.23 FL 36.32 TBC/PRC `` w a s CIVIL ACRONYMS +36.03, 27.701E +04.26, 29.321E w W 9 36.35 LIP/POC/GB 36.65 TBC/PT 36.26 TBC/POC 37.49 TOC I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +27.11, 30.14'L I +44.50, 27.00'L +20.00, 32.50'L _ +56.00, 35.72'L I ° °3° FOLLOWS: + + 12 SD + + + AFL ~ \ 36.19 TBC/PRCI° STA. - ROADWAY STATION FROM CENTERLINE < +35.74, 29.321E +56.0 v CL - ROADWAY CENTERLINE o 36.14 LIP/PT/GB 37. J ° ° PC - POINT OF CURVATURE z � OQ +47.20, 27.00'L +51.0 °d : PT - POINT OF TANGENCY ELE. - ELEVATION z 0 Ln ° 2 N ° I ° L - STATION OFFSET LEFT rn rn ° ° R - STATION OFFSET RIGHT I 11 1 °°o °a < s - TBC TOP BACK OF CURB ��o. 37.35 LIP/POC RIM - RIM OF STRUCTURE p �0 0.65q N 1.23% +72.59, 33.381E 1 36.94 TBC 0 1 ■1.56% LIP - LIP OF GUTTER N o f 36.75 TBC 36.09 TBC/GB f E. BINGLEY LN. 37.07 TBC N 37.68 TBC MA - MATCH EXISTING N +51.00, 6.001E `V +78.00, 6.001E +15.00, 6.001E v; +47.20, 6.50'L N +35.50, 6.00'L 5 SW - SIDEWALK � � EP - EDGE OF PAVEMENT z BLOCK 1 1 9 10 00 Oyo - 0.50%1 1 l 00 - 11 - I- - I 0 - TOC - TOPW LINE OF CONCRETE 0_ 1.23% R6' Rs° �6 37 6 7 9f MA HP - HIGH POINT N_ 2 36.96 CL INT S 37.07 TBC N Lu CR - CURB RETURN / b� TBC 36.75 TBC 36.59 TBC/GB I +85.00, 0.00' o POC - POINT ON CURVE Lus li +35.50, 6.00'R+00.00, 0.00' o +51.006.00'R 02L+ �316.94 78.00, 6.00'R +15.00, 6.00'R 0 +47.20, 6.00'R 0 6 1 I INT - INTERSECTION 049% N 1 1.23% N E1._6 I PRC - POINT OF REVERSE CURVE Oo ��'� 37.37 LIP/POC s SHEET NOTES °' cw 0 18"SD 18'SD� +72.69, 33.47'R a 2 m ° �° a ® 2 `n s A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. 36.14 LIP/PT/GB 37.00 LIP/PC � +47.20, 27.00'R � +51.00, 25.00'R a ° I ° d ' ° s < B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 36.32 LIP/POC p +27.1 1, 30.14'R° a B 36.19 TBC/PRC 37.6. FL SECTIONS. 111 1 111 +35.74, 29.32'R +56.00, 26.91'R 471 ° ° { 36.22 FL 37.53 TOC C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND SEE DETAIL 36.26 TBC/POC SEE ROADWAY IMPROVEMENT SIGNAGE. zo +36.03, 27.70'R +56.00, 35.72'R a SHEET C2.19 +20.00, 32.50'R � al° PLAN SHEET C2.17 D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. 8 36.79 TOC I 36.32 TBC/PRC w I W W +36.03, 35.54'R 36.41 TBC/PC +04.26, 29.32'R E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. a 36.65 TBC/PTj +92.80, 27.00'R BLOCK 1 +44.50, 27.00'R F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. h° ww ww G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. SEE ROADWAY IMPROVEMENT I I °\ H. ALL STATION AND OFFSET LABELING RELATED TO EACH PLAN SHEET C2.11 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. E . B I N G L E Y L N . ( PRIVATE) PLAN AND PROFILE J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl W 0 30 60 90 0 3 6 9 MARKINGS. J z LL Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT Q O OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O 0 MATERIAL USED MEETS THE REQUIREMENTS FOR z STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = W Q KEYNOTES ® > Q Q 2748 2748 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q U J SUPPLEMENTAL STANDARD DRAWING SD-701. m 1 > W 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL z O F_ STANDARD DRAWING SD-709. (n Q > 0 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC L u Q 2745 u) 2745 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES u - 2 09 o PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES z o SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE uj 0 o II (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) z `r Q N 4. INSTALL PEDESTRIAN RAMP TYPE "A" MODIFIED TO HAVE >_ + Y A 10 FT WIDE THROAT PER ISPWC STANDARD DRAWING Q J Q o SD-712A, WITH TRUNCATED DOMES PER ACHD U Q Vr 2742 cf)~ rn II w N 2742 SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE CO 9 N m RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE Q z w N U) N w II STAMP AND ADHESIVE MATS NOT ALLOWED) LLJ O co m CL j M Q � W Of w 5. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT AND AS Q w II m N 0w REQUIRED TO MAKE IMPROVEMENTS. REPAIR ASPHALT PER II ISPWC AND ACHD STANDARD SD-301, SD-303 AND 2739 FINISHED GROUND o > 2739 SD-806. CONTRACTOR TO FIELD VERIFY TIE IN J ELEVATIONS AT SAWCUT PRIOR TO CONSTRUCTION. IF PROPOSED MEDIAN 0 w DISCREPANCIES OCCUR, CONTRACTOR IS TO CONTACT EXISTING GROUND - ENGINEER OF RECORD FOR REDESIGN. - i 6. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC m -- 2736 _ - - _ - - - - - - _ _ �_ --- - - - - - - - STANDARD DRAWING SD-701A. - - - - - - - - - - - - - - - - 2736 z 2736 N O V a O] U LL Z) O z OC 2733 2733 N o (n m z O Z EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT U Z 2730 F F FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT 2730 Or- tam ILL _ _ _ O } ( � '6 6 6 (0 '6 � 6 (.0 '6 (0LID � � � � � � � E N G I N E E R I N G a M M M M r7 �`� r7 �`� M �`� r7 �`� r7 �`� r7 �`� r7 �`� M M 5725 NORTH DISCOVERY WAY a N N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83713 O 0 U PHONE 208 639-6939 z kmengllp.com 1 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 DESIGN BY: LICK DRAWN BY: JAD o CHECKED BY: LICK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c w C2. 12 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 GRADE BREAK OF \NS�Iv /V C K SEE ROADWAY IMPROVEMENT SEE ROADWAY IMPROVEMENT - - - - - - - - - SAWCUT LINE PLAN SHEET C2.7 PLAN SHEET C2.6 d W W z CIVIL ACRONYMS J m J Lu d ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS BLOCK 1 I z ® FOLLOWS: d 81 82 83 84 85 86 87 88 89 90 u STA. - ROADWAY STATION FROM CENTERLINE Q < CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE 36.62 FG PT - POINT OF TANGENCY N ° +81.38, 10.001 ELE. - ELEVATION L - STATION OFFSET LEFT 37.72 FG 36.58 CL R - STATION OFFSET RIGHT +27.50, 10.00'L +81.38, 0.00' d TBC - TOP BACK OF CURB 37.57 GB 37.36 FG 36.96 FG 36.56 FG 36.31 GB RIM - RIM OF STRUCTURE d +47.50, 10.001 +00.00, 10.00'L E +00.00, 10.00'L +00.00, 10.00'L +61.38, 10.00'L LIP - LIP OF GUTTER MA - MATCH EXISTING 38f 1 SW - SIDEWALK z10 ° ° d ° °d - EDGE OF P AVEMENT° EP ° + 0.40% O 12+"00ALLEY o4 +00 FIL - FLOW LINE 00 1100 °d 0.40q°" °ZV n 2 0 % N ry TOC - TOP OF CONCRETE 0 2.33% ' HP - HIGH POINT Ln 37.40 CL/INT ° ° ° , ° ° ° d° ° 9 a 4 ° e -� )8E CR - CURB RETURN w +00.00, 0.00' N �,° POC - POINT ON CURVE L ~ d 1 36.22 CL/INT INT - INTERSECTION 37.37 CL/GB 37.16 CL E 36.76 CL 36.36 CIL 36..3 CL/GB +08.88, 0.00' PRC - POINT OF REVERSE CURVE +47.50, 0.00' +00.00, 0.00' +00.00, 0.00' +00.00, 0.00' 37.57 GB 37.36 FG 36.96 FG 36.56 FG 36.31 GB SHEET NOTES +47.50, 10.00'R +00.00, 10.00'R SEE DETAIL +00.00, 10.00'R +00.00, 10.00'R +61.38, 10.00'R SHEET C2.19 I I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 37.77 CL 36.54 FG °CID NOTES. +27.50, 0.00' +81.38, 10.00'R I I 37.81 FG B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET ° +27.50, 10.00'R SECTIONS. 79 78 77 76 75 74 73 72 71 70 I I C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND SIGNAGE. O z D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. 12 SD E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. ALLEY "All ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl MARKINGS. z K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O wQ J OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J LL 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL 0 MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. - z 0 o Z2 = w z KEYNOTES ® > Q Q 2745 o O 2745 z 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q W Q O ni + 0C SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL CO > J + + 11 00 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 1 D_ O II �_ n 06 APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" z O cfl + MINUS CRUSHED AGGREGATE. Ln Q Lu II Q II C° rn 2742 `�; Q `� II I II 2742 z N Q Lo Q14 Q r m LJ H (.0 Q r H w w 0_ N w II coN7 I") �� Q T II m II p > w l Qr LL N yr) O Q zw �� m II m u II 2739 0 -1Ld II w I' pffilk 2739 w J z ^ Q J FINISHED GROUND w Lu O Q -2'00q EXISTING GROUND r� -2. 0% 0.40% 2736 - - - - - - - / 233% Z00% 2736 � z 2733 2733 O a m I I L� U Zo 0 0 0 010 Z) Z 2730 2730 SEE STORMWATER IMPROVEMENT o 0 0 0 0 o PLANS, SHEET C4.1 Z O z o 0 0 0 0 0tam z 2727 2727 p[ O 0 0 0 0 0 o ENGINEERING L.L a 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 O EXISTING GROUND CENTERLINE OF ROADWAY A IGNMENT ° FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT PHONE(208)639-6939 z 2724 2724 kmengllp.com DESIGN BY: LCK cD N O a0 c0 N O a0 cD z Lq N O r) 00 O r r O r 00 N O OIn (D a r r cro r co r cD cD crD CD LO D rr cD LOco (D (O DRAWN BY: JAD PO r) V) I") cD r I nro o ff) r r r r r r r Nr rr r r r CHECKED BY: LCKNN N N NN NN N N NN NN NN NN N N N N N N N F DATE: JANUARY 2026 z o PROJECT: 24-287 �c 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 SHEET NO. c V Lu V n W a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �t✓ENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 GRADE BREAK OF \NS�Iv /V C K SEE ROADWAY IMPROVEMENT PLAN SHEET C2.4 SEE ROADWAY IMPROVEMENT - - - - - - - - - SAWCUT LINE PLAN SHEET C2.10 �I I CIVIL ACRONYMS co ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS BLOCK 1 a. I FOLLOWS: 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53�I I ° A - ROADWAY STATION FROM CENTERLINE CLCENTERLINE Q PC - POINT OF CURVATURE PT - POINT OF TANGENCY z o z ELE. - ELEVATION w I �I L - STATION OFFSET LEFT 37.26 FG e < 35.92 GB m R - STATION OFFSET RIGHT Q +27.50, 10.00'L +22.47, 10.001 I TBC - TOP BACK OF CURB 37.12 GB 36.91 FG 36.51 FG 36.12 GB 36.98 GB 36.81 FG 36.41 FG 36.61 FG �I I Q RIM - RIM OF STRUCTURE uj �° w LIP - LIP OF GUTTER +47.50, 10.00'L +00.00, 10.00'L +00.00, 10.00'L E ° +97.23, 10.00'L +57.23, 10.00'L +00.00, 10.00'L +00.00, 10.00'L +00.00, 10.00'L o F MA - MATCH EXISTING 1 1 SW - SIDEWALK 10t00 2 00% ° ° ° 0 1 1+00 1 13+00 ° 0 14+00 ° 15+00 +0 16 70 FL - FLOW LINE z EP EDGE OF PAVEMENT c� N. 0.40% ® 1. N° 1.44% N ALLEY B 0.40% 2.98% I , °• �� 1 g ag,___�__- g- o » ° _ ° �� -�� - » �} TOC - TOP OF CONCRETE _ b� ® !» o ° ° °° ®° HP - HIGH POINT N o o 36.95 CL/INT o °° ° �» o ° p ° o, I 35.95 CL/INT e CR - CURB RETURN +00.00, 0.00' N N +69.97, 0.00' POC - POINT ON CURVE w ~ INT - INTERSECTION F 36.92 CL/GB 36.71 CL 36.31 CL E 35.92 CL/GB 36.78 CL/GB 36.61 CL 36.21 CL 35.81 CL FI ° PRC - POINT OF REVERSE CURVE +47.50, 0.00'R +00.00, 0.00'R +00.00, 0.00'R +97.23, 0.01'R +57.23, 0.00' +00.00, 0.00'R +00.00, 0.00'R +00.00, 0.00'L 37.12 GB 36.91 FG 36.51 FG 36.12 GB 36.98 GB 36.81 FG 36.41 FG 36.01 FG �° SHEET NOTES F +47.50, 10.00'R +00.00, 10.00'R +00.00, 10.00'R SEE DETAIL +97.23, 10.00'R +57.23, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +00.00, 10.00'R �I o I 37.32 CL SHEET C2.19 35.72 CL/GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ° +27.50, 0.00' ° +22.47, 0.00' � NOTES. F 37.37 FG 35.92 GB F +27.50, 10.00'R +22.47, 10.00'R S. MOUNTAIN JAY LN. B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 I SECTIONS. F F SEE ROADWAY IMPROVEMENT C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND PLAN SHEET C2.11 SIGNAGE. zo D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. ° E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. 12 SD F F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. ALLEY " B" ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl MARKINGS. K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O Q J OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J LL 2745 00 2745 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z °o 0) 04 r `? N SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE c_v o+ + r MATERIAL USED MEETS THE REQUIREMENTS FOR O O rn + o N r+ 0 0) STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N z C) II c Q N + + + KEYNOTES 2742 ~ 0' ��' Q C'jcn( Qo � m II t° 2742 Z� N �� I Q � � 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q _ W Q II SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL > J N � `� Ya N N Q o THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY m 1 CL N 0° � w N Y r7 N vi APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" Z O w II � II � w N YQ � m M N Y zo MINUS CRUSHED AGGREGATE. (� QCr Lu N m w m �+1N w II m Qr Hw w II � w o I N II Li �N v W Q 2739 Z w �J w 0 m II � _ II > m II II 2739 U it7C I OfJ c9w �cl� > Z FINISHED GROUND w Z w W W -2.00q EXISTINGCL GROUND _ Q co 2736 - - - - .40% - - - - - - 1.44% - - - -0.40% U - .00% OQ SEE STORMWATER IMPROVEMENT SEE STORMWATER IMPROVEMENT CL PLANS, SHEET C4.1 PLANS, SHEET 14.0 Q 2733 2733 0 I a mo 0 0 0 0 0 0 0 0 0 0 0 0 o z 2730 2730 00 00 00 00 00 00 o O m U LL z Z) 0 0 0 0 0 0 0 0 0 0 � o 0 0 2727 2727 N O � N z o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O z o 0 0 0 0 0 0 0 0 0 0 > U Y z 2724 2724 p[ s ENGINEERING ILL a 5725 NORTH DISCOVERY WAY o BOISE,IDAHO 83713 O a EXISTING GROUND CENTERLINE OF ROADWAY A IGNMENT PHONE(208)639 6939 2721 FINISH GROUND CENTERLINE OF ROADWAY A IGNMENT 2721 kmengllp.com z a rri r r cfl r rco r �co r Mco r _ r r rcD r Sri r r 00 r 0) r rc r � r rc 0) rSri r Vi cro �c i (0 DESIGN BY: LCK C14 r) M M N N C14 C14 � O z O r o 00 o DRAWN BY: JAD CD co c0 co Z to r r r Nr r r r r r r N r r r N r r r CHECKED BY: LCK NN NN NN NN NN N NN NN NN NN NN NN NN NN NN NN N NN NN NN N N 1 N F DATE: JANUARY 2026 z 0 PROJECT: 24-287 �c 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 SHEET NO. c V Lu V n a0 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �t✓ENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 GRADE BREAK OF \NS�Iv SEE ROADWAY IMPROVEMENT /V C, K PLAN SHEET C2.9 SEE ROADWAY IMPROVEMENT PLAN SHEET C2.16 SEE ROADWAY IMPROVEMENT - - - - - - - - - SAWCUT LINE PLAN SHEET C2.10 CIVIL ACRONYMS z z J Lu z ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS z ° BLOCK 1 F N O FOLLOWS: w u 107 106 105 104 103 I co ° STA. - ROADWAY STATION FROM CENTERLINE a z 116 Q Q CL - ROADWAY CENTERLINE o ° g PC - POINT OF CURVATURE 35.92 GB I I "' ° PT - POINT OF TANGENCY <7 +47.50, O'LA 35.71 PC °D; 12»Sp ELE. - ELEVATION w I III +94.00, 10.001 L - STATION OFFSET LEFT 36.14 FG ° 35.74 FG I ° I I o R - STATION OFFSET RIGHT +27.50, 10.00'L F TBC - TOP BACK OF CURB +78.47, 10.00'L RIM - RIM OF STRUCTURE 12 sp 1�4"sp 117 2»yip 36.13 PT/GB 35.61 FG 35.37 GB I _ _ _ LIP _ LIP OF GUTTER °°I ° Z+70.00, 10.00:;�� 'L +00.00, 10.00'LL +57.97, 10.00'L v 1 35.42 CL/INT MA MATCH EXISTING +05.95, 0.00' SW _ SIDEWALK EP EDGE OF PAVEMENT cn 10+00 2.51% ,° ° b 1+00 ° ° ° ° OQ ° ALLEY "C° °°o Y3+0D ° ° 14+00 FL - FLOW LINE z 0.45% -0.40% 0.40% °2.97%° ° " . o% ,I ° TOC - TOP OF CONCRETE O _ ° ® ® HP - HIGH POINT N_ 1 ° o ° 1.55% ' �� ° o° ° N CR - CURB RETURN Lu 35.86 CL/INT e N N POC - POINT ON CURVE ~ +00.00, 0.00'R INT - INTERSECTION 35.72 CL/GB \ 35.93 CL/GB E 35.41 CL 35.17 CL/GB PRC - POINT OF REVERSE CURVE +47.50, 0.00' 35.34 CL/INT/GB +69.98, 0.00' +00.00, 0.00' +57.97, 0.00' F 35.92 GB 36.13 GB 35.61 FG 35.37 GB SHEET NOTES +32.01, 0.00' � +47.50, 10.00'R +69.98, 10.00'R SEE DETAIL +00.00, 10.00'R +57.97, 10.00'R luf � \ 36.22 CL SHEET C2.19 35.78 CL I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD <_ +27.50, 0.00'L +78.47, 0.00' I NOTES. 36.30 FG 35.82 FG +27.50, 10.00'R +78.47, 10.00'R B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET SECTIONS. 91 92 93 94 95 96 97 98 99 100 o I C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND <_ I SIGNAGE. zo ° D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. ALLEY " C" ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl MARKINGS. K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O Q J OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J Li- 2748 2748 TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL O MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. - z Z2 = Lu z KEYNOTES ® > Q Q 2745 2745 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q - LJ»J Q SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL m 1 > _3o THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY z OCL O O 00 rn APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" 00 C) N LO a; Ln MINUS CRUSHED AGGREGATE. Ln Q W O N + I� ('0O) ^ + O N + + L u Q L.L Q 2742 II - + + + 2742 U II �N II II z 0 N(0Q II LJ90o Lu N * ~ Nrn 0 N N L Q WONQIII w N W - � ZM Ld m QQ YU N r Of Qr- Om N m N II ° ` `-' W2739 � 2739 Q J z �di / J � pJ < w >w w � a O Q0 w w in CL9w w ww FISHED GROUND � Lu Q EXISTING GROUND 2736 -2.515, fi 1 2736 -2 00% 0 a x z N 2733 2733 O m m I U Z) 0 2730 7,70 2730 m o'r 0 0 0 0 o SEE STORMWATER IMPROVEMENT SEE STORMWATER IMPROVEMENT PLANS, SHEET C4.0 PLANS, SHEET C4.0 O o 0 0 0 0 0 o r , Y V z 2727 0 0 0 0 0 0 0 2727 p[ O o 0 0 0 0 0 0 ENGINEERING LL a 5725 NORTH DISCOVERY WAY a EXISTING GROUND CENTERLINE OF ROADWAY A IGNMENT o 0 0 0 0 0 0 0 o BOISE,IDAHO 83713 O ° FINISH GROUND CENTERLINE OF ROADWAY ALIGNMENT PHONE(208)639 6939 z 2724 2724 kmengllp.com _ r (D M _ rn r- L0 r _ cn DESIGN BY: LCK z �n Ln r- r- r- r- o 0 0 L0 L0 Ln o J O ^ Ln O 00 O Ln d' r7 N r Ln Ln Ln Ln Ln Ln Uri Ln ui ui gri uj Sri DRAWN BY: JAD 2 n gri gri Sri � Sri ui U) ui ui z r7 M r7 �`� r7 M r7 n r7 r7 r7 M M �`� ff) � r'7 � n r7 0 n r- ^ ^ ^ r- ^ n ^ r ^ r- r- ^ r- r- � � r- ^ r- ^ ^ r- r V N N N N N N N N N N N N N N N N N N N N N N N N N N CHECKED BY: LCK Q F DATE: JANUARY 2026 z 0 PROJECT: 24-287 c- 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 SHEET NO. c V J V 5 L1J a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 SEE ROADWAY IMPROVEMENT y� 9TF Of Iv SEE ROADWAYIMPROVEMENT PLAN SHEET C2.15 - - GRADE BREAK PLAN - - - - - - - - - SAWCUT LINE d 4 e 106 96 / �• 1% ° 4 CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: d O 109 108 d STA. - ROADWAY STATION FROM CENTERLINE Q CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT 36.59 FG R - STATION OFFSET RIGHT +29.65, 10.00'L 1 a TBC - TOP BACK OF CURB fly RIM PC RIM - RIM OF STRUCTURE 36.63 CL 36.43 GB 36.22 FG 35.82 FG +33.82, 10.001 �� ° 110 LIP - LIP OF GUTTER +27.50, 0.00" +47.50, 10.001 +00.00, 10.00'L rE +00.00, 16.00'L a d MA - MATCH EXISTING \4/ 0 00 94 L J SW - SIDEWALK a ° EP - EDGE OF P AVEMEN T N d ll+00, 90 , T`2+00 FL _ FLOW LINE z 2.00% 0.40% Oa 00%ALLEY D 0.40% d I - TOC TOP OF CONCRETE '4d ° 36.33 CL/INT d HP - HIGH POINT N +00.00, 0.00' o d CR - CURB RETURN > d ° N 35.54 GB POC - POINT ON CURVE w ~ +81.82, 0.00' INT - INTERSECTION 36.23 CL/GB 36.02 CL E 35.62 CL 35.49 CL PRC - POINT OF REVERSE CURVE I ti� 35.75 CL/INT +47.50, 0.00' +00.00, 0.00' +00.00, 0.00' +33.82, 0.00' 36.68 FG 36.43 GB 36.22 FG 35.82 FG 35.69 PC ° ° d +71.82, 0.00' 93 SHEET NOTES 11 +27.50, 10.00'R +47.50, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +33.82, 10.00'R ® - I SEE DETAIL v, A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD SHEET C2.19 I } NOTES. Lu B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET SEE ROADWAY IMPROVEMENT N Q SECTIONS. PLAN SHEET C2.7 111 112 113 114 115 116 I117 �I , ° C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND SIGNAGE. zo D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. E. SEE SHEETS C4.0 C4.3 FOR STORM WATER PLANS. d J II F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. JJ G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. ALLEY " D" ( PRIVATE) PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl Lf) MARKINGS. 2748 2748 K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O Q J OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z J L.L TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O MATERIAL USED MEETS THE REQUIREMENTS FOR 2745 2745 STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N = zLu Z O O KEYNOTES ® < a Z O O r- uO 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q - W Q + N O + � SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL m 1 > J o + o THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY II + APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" z O 2742 II Q II + C14 2742 MINUS CRUSHED AGGREGATE. Ln Q Q � N � N N`° II II LJJ - O � Y �0 WN Y Q � H� U N r M W N M N Uj z N II mN p II m Qr ON w w 2739 w w II w m N w 2739 2 Q z ai w � J w II w > caw 0w z_ w FINISHED GROUND CD w U < J EXISTING GROUND LLu Q J OQ 2736 - - - - - - _ _ /� 2736 Q - .00% - 1 � - 1 / 2. O% 1 � 0 2733 1 2733 J x zX N N O V a 2730 2730 U o SEE STORMWATER IMPROVEMENT a PLANS, SHEET C4.0 U 0 z 2727 2727 z U Y 2 U Im, O EXISTING GROUND CENTERLINE OF ROADWAY ALIGNMENT 2724 FINISH GRO ND CENTERLINE OF ROADWAY A IGNMENT 2724 E N G I N E E R I N G L.L a 572 NORTH DISCOVERY WAY BOI E,IIDAHO 3 13 ° M m N N o 0) m (0 m M M N � o a0 PHONE(208)639-6939 O un N co ,ri ,ri °0 c° L6 `n "� kmengllp.com z N r7 (6r7 (6M n M ^ r'i to N�j M n M r�j N N N N N N N N N N N N N N N N N N DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 F z DATE: JANUARY 2026 o PROJECT: 24-287 c- SHEET NO. c w C2. 16 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �rrENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 SEE ROADWAY IMPROVEMENT ,n�gT1/30/26 Pao v PLAN SHEET C2.2 C� F Of �� Iv /�GRADE BREAK y� C K\NS� I o N � BLOCKI - - - - - - - - - SAWCUT LINE 39.33 TOC Q I° I <- +68.83, 27.50'L I F m39.01 FL 24 I 22 21 20 19 18 17 16 15 N 0 J IF +68.83, 18.55'L -4 z o � I F 39.28 SW ° F 38.95 FG 37.37 FL CIVIL ACRONYMS 0 r Q I +79.83, 46.501E I +53.16, 29.501E +62.09, 29.501E > I ° F F 39.29 SW/GB I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 39.62 TBC 37.22 FL 39.24 SW/GB 38.31 FG 36.42 FL FOLLOWS: w +45.41, 46.501E < F +79.83, 18.501E +09.49, 29.501E I F +60.41, 46.501E +69.09, 29.501E +20.09, 29.50'L 39.23 LIP 36.86 FL STA. - ROADWAY STATION FROM CENTERLINE 39.44 SW/GB F F 37.59 FL F 37.37 FL F 39.08 SW F F F F 38.68 SW/GB F F F F 38.55 SW/GB F F 38.51 SW CL - ROADWAY CENTERLINE o m I +84.83, 16.50'L` +46.16, 29.50'L +76.09, 29.501E OP I +77.96, 46.50'L +60.161 29.50'L +00.00, 46.501E +94.09, 46.501E +44.09, 46.50'L +00.00, 46.501E PC - POINT OF CURVATURE I a° F 39.64 SW/GB F F F F F F F - F F F r F F F 38.59 SW F F a o P ° 36.89 FL 36.89 FL PT - POINT OF TANGENCY OP_ +08.33, 46.501E - - �- - +14.12, 29.50'L- - -� O.00,C46.50'L - - - -� - - - - -� - - - - - - - - - - - - - - - - �- - +08.12, 29.50'L- - ELE. - ELEVATION 39.42 TBC ' , ° , L - STATION OFFSET LEFT +78.59, 18.50'L 1 - ° _� ° a 37.22 FIL _ _ I o ° e °> _ _ ° a ° 4 _ _ ° _e _ / °° _ 36.42 FL -', - R - STATION OFFSET RIGHT �ol�l" ° +27.49, 29.501E , m °° , ° °+18.09, 29.50'L° �..L TBC - TOP BACK OF CURB I ";! �° ° ° p° 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% RIM - RIM OF STRUCTURE 6; ° �' 6 7 8 LLI LIP - LIP OF GUTTER h� I b w J MA - MATCH EXISTING 00 z SW - SIDEWALK P 4 M EP EP EP EP P EP EP -- EP EP EP EP EP EP EP EP EP EP P EP EP EP P EP EP EP EP EP - EDGE OF PAVEMENT c� 37.59 FL 38.9t MA FL - FLOW LINE z 1 �j\ 37 38.7t MA 38.2t MA S. LOCUST GROVE RD. ' / TOC - TOP OF CONCRETE 39.3 MA o +90.83, 29.50'L +77.99, 20.961E +53.16, 20.491E +94.09, 19.971E +44.0 , +00.0 , 1 J N 12 t�VO -7 +06.77, 58.651E 16+00- +44.09, 20.11 L +00.00, 19.941E O HP - HIGH POINT _ 2 = CR - CURB RETURN 39.Ot MA 39.Of MA J POC - POINT ON CURVE L ~ +08.06, 47.59'R x 39.17 CIL `� 38.86 CL 38.47 CL x x x 38.37 CL 38.33 CL 38.30 CL U w INT - INTERSECTION +07.48, 0.00' 39.45 CL 0 0 N ' COPRC - POINT OF REVERSE CURVE 39.29 CL $ +00.00, 0.00' +00.00, 0.00 I I +00.00, 0.00 +94.09, 0.00' _u _u +00.00, 0.00' +44.09, 0.00' +00.00, 0.00' +78.59, 0.00' 739.22 CL/INT 0- 0-Z, +26.00, 0.00' EP EP EP G)•EP EP EP EP EP EP EP EP EP EP EP EP EP EP-N- N- EP EP EP EP EP EP EP EP EG EG EG -EG-EG-EG- EG EG E EG EG EG EG EG EG EG EG EG-m- m- EG EG EG EG EG EG EG EG ' w SHEET NOTES -EP EP �_ C4- -V W A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD OP OP OP OP OP P OP OP oP-� OP OP OP OP 0 OP OP do do do 7do-do-do-do-6- J-� d0 d0 d0 d0 d0 d0 d0 d0 ' A NOTES. y R/W M/ ��M/2�} -M/ ° m M/21 M/a M/ -° e M/�P�M/ir • R(W�-�-�R/W t° >t Raw °R/W SEE R�WD ETAI��R/w t,- P t R%w- - ,R`w _ s R/w t-,�Ry�w t�R/w -�-R�'w - t R(W R/W '- a R/w -•- ° R/w B SECTIONS. SHEET C2.19 FOR TYPICAL ROADWAY STREET L< I -, - - - ° - ° - - - - - - - - - - - - - - - SHEET C219 - - - - - - - - - - - - ti I 0 C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND G1 s I I I % r SIGNAGE. zo D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD S. LOCUST GROVE RD. (ACHD) PLAN ALIGNMENT. I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 0 30 60 90 MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl MARKINGS. Ln K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT O z OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z Q TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z J SHOULD BE PROVIDED TO ACHD STAFF TO VERIFY NATIVE O MATERIAL USED MEETS THE REQUIREMENTS FOR STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. N z 0 = W 2 KEYNOTES ® > Q 2 Q SEE ROADWAY IMPROVEMENT M W PLAN SHEET C2.12 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Q SUPPLEMENTAL STANDARD DRAWING SD-701. CO 1 > 0 s ° z / z 37.77 TOC 2. INSTALL 10' WIDE CONCRETE SIDEWALK PER ACHD W BLOCK 1 SUPPLEMENTAL STANDARD DRAWING SD-709. (� Q F F ® J F +56.00, 31.411E _ 0 14 13 12 11 10 Og I J +56. FL 3. INSTALL CURB TERMINUS PER ISPWC STANDARD DRAWING W � � F +56.00, 20.851E SD-707. U - (C 37.82 TOC z 37.92 SW � � +67.79, 31.56'L m +68.88, 46.501E 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC W W 36.86 FL 36.37 FL 39.06 SW 37.51 FL F F 38.16 TBC/PT STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES cS +62.09, 29.50'L 37.41 FL +67.79, 20.871E +68.88, 18.50'L- - _ _ _ _ _ _ PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES 0 G Q +30.67, 29.501E +96.38, 46.501E - +93.25, 29.50'L 37.77 LIP SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q O 38.47 SW/GB C 38.70 SW/GB 38.19 TBC/PC (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED). +69.09, 46.501E 38.48 SW FF 38.49 SW/GB F +86.12, 46.341E 39.00 SW 38.87 SW/GB +54.88, 18.491E I _ +73.88, 16.501E - U Q J ' +50.00, 46.50'L +19.09, 46.501E +11.38, 46.50'L +61.25, 46.50'L 38.08 SW 5. SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT AND AS F 9.09, FG F F F F 38.39 FG k � 17 37.81 LIP F F x+00.00, 46.501E REQUIRED TO MAKE IMPROVEMENTS. REPAIR ASPHALT PER Q +69.09, 29.50'L +86.25, 29.50'L +49.88, 16.50'L uj - - - - - - - - - - - - - - o - - - - - ' ' - - - - - - - - - - ISPWC AND ACHD STANDARD SD-301, SD-303 AND O 36.86 FL _36.37 FL _ _ 36.86 FL _ % _ o _°°° _°° _ 37.9f MA ° B _ <_ ° _O °� ° SD-806. CONTRACTOR TO FIELD VERIFY TIE IN L w ° ° '+76.09, 29.50'L° +24.67 29.501E° ^ o O °+79.25, 29.50'L ,° ° e ° °, `� ° a 38.45 SW GBH I I I +1 1.88 14.501E ° °" , , °�° ° ELEVATIONS AT SAWCUT PRIOR TO CONSTRUCTION. IF Q / M DISCREPANCIES OCCUR, CONTRACTOR IS TO CONTACT °+34.88, 46.50'L ° vV ENGINEER OF RECORD FOR REDESIGN. V..� � 1.00% 1.00% 9 1.00% 1.00% 10 ° �,° I °N° 1 1 � T N ��° 1 1 y- r' °o ^• 6. INSTALL BORROW DITCH #1, 161 LF, PER ACHD i G E E `t N G w l V I7 -EP E EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP ^ 36.70 FIL EP ° /� 4 --- - - - --4 j EP EP EP STANDARD DETAIL 5. INSTALL 821E X 2'W SAND WINDOW. w `/ 38.Of MA 38.Ot MA 38.1 t MA 36.70 FL -�6�%- 36.22 FL z U 7. INSTALL BORROW DITCH #2, 202 LF, PER ACHD ' +69.09, 19.941E +19.09, 19.96'L +86.25, 20.131E +64.09, 29.501E +44.09, 29.501E +79.88, 29.501E ' z IQ 4=00 00 37.8f MA 3 3 J+00 STANDARD DETAIL 5. INSTALL 1061E X 2'W SAND WINDOW. m +49.88, 14.501E x J - - --I 8. INSTALL BORROW DITCH #3, 186 LF, PER ACHD z m LLI m m- -m= 2 W STANDARD DETAIL 5. INSTALL 981E X 2'W SAND WINDOW. O 38.25 CL � x x 38.27 CL 38.49 CL x 38.65 CL 38.15 CL 38.22 CIL x _ > ' 0 0 7 Ln S. LOCUST GROVE RD. - / � ' U 9. INSTALL BORROW DITCH #4, 203 LF, PER ACHD +69.09, 0.00' -0 +19.09, 0.00 +86.25, 0.00' +61.25, 0.00' +54.88, 0.00' 38.12 CL INT +00.00, 0.00' N ( O EP EP EP EIU OW-Z_EP E EP EP EP EP EP EP EP EP EP Ef0 EP EP EP EP +11.88, 0.00' F37.8t MA -EP-�- STANDARD DETAIL 5. INSTALL 1061E X 2'W SAND WINDOW. LL v M EG EG EI m- m- EG E --EG-EG-EG-EG-EG EG EG EG EG Ef EG EG EG EG EG E W o o I ° +73.88, 14.50'L- Q 10. INSTALL BORROW DITCH #5, 150 LF, PER ACHD Z) Z do do do-P'- �!-V do do do do do 0 , ° ydo, do do do° 38.13 CL _ do 0D do w STANDARD DETAIL 5. INSTALL 801E X 2'W SAND WINDOW. W 11. INSTALL BORROW DITCH #6, 150 LF, PER ACHD -R�W�cR/W pt R%w ° �H -�=R%w e 1W °R/W , Ryw e ° R/W %w��' ° R(W�° R/W R/W FVW t s ° ir-a R/W ° R/W FVW ° R%W s°h ' °� e ° o ° /we R/,w R/w� " _'w= V) STANDARD DETAIL 5. INSTALL 801E X 2'W SAND WINDOW. t ° I t SEE DETAIL t �t° ° t �� z g 0 SHEET C2.19 - - - - - - - - - - - - - - - - - - - - - - - - - - ,y , - - - - - - - - - - - - - - - - - n 38.26 CL ° I O � � U Z r +50.00, 0.00' I ® 12�SD- i p ENGINEERING L.L 3 I I I 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 O 0 U PHONE 208 639-6939 Z kmengllp.com DESIGN BY: LCK S. LOCUST G ROVE RD. (ACHD) PLAN DRAWN BY: JAD o CHECKED BY: LCK Q F0 30 60 90 DATE: JANUARY 2026 z g Plan Scale: 1 = 30 o PROJECT: 24 287 a V SHEET NO. w C2. 17 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION �CENSF FINISHED GRADE ELEVATION � �. STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 1130126 0 GRADE BREAK Of \NS�Iv / /V C K - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: Lu STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT ul) FL - FLOW LINE z TOC - TOP OF CONCRETE O HP - HIGH POINT N CR - CURB RETURN Lu Lu POC - POINT ON CURVE w ~ INT - INTERSECTION PRC - POINT OF REVERSE CURVE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.19 FOR TYPICAL ROADWAY STREET 38.38 SW/GB I 38.95 SW/PT SECTIONS. +62.69, 46.50'L 36.79 FL 38.70 SW +01.44, 45.21'L +76.09, .79 L 38.44 SW 38.44 SW/GB +00.00, 46.50'L C. SEE SHEET C2.20 FOR PAVEMENT MARKINGS AND 38.71 SW/GB 36.86 FL 36.34 FL +94.09, 46.50'L 38.93 SW/PC SIGNAGE. zo 38.42 SW GB +50.00, 46.50'L 36.67 FL +37.51, 46.50'L +44.51, 29.50'L +09.80, 29.50'L / +93.50, 46.50'L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --69.09, 46.50'L - - - - - - - - - - - - - - - - - - - - - - - - - - - - +76.09, 29.50'Lk- - - - - - - - - - - - - - , woe - - - - 38.85 SW GB -A D. SEE SHEETS C3.0 - C3.1 FOR LOT GRADING PLAN. 38.36 FG 38.48 SW 38.36 SW 38.02 FG 37.10 FL 0 +37.51, 29.50'L +00.00, 46.50'L 38.23 FG +60.03, 46.50'L o /z +00.00, 46.50'L F +93.50, 29.50'L - 0 39.02 SW PC- - - - - - - - - - - _ - - - - - - - - - - - - - - -+69.09, 29.50'L. - - - - - - - - - - - - - - - - +69.09, 29.50'L. / E. SEE SHEETS C4.0 - C4.3 FOR STORM WATER PLANS. - - - - - - - - - 36.92 FL 36.34 FL 38.32 SW/GB 36.86 FL 36.35 FL 36.79 FL 36.67 FL +20.64, 38.78'L�- - - +30.51, 29.50'L +96.80, 29.50'L - - +44.09, 46.50'L - - +62.09, 29_50'L - +20.09, 29.50'L - - - - - - - - - +62.09, 29.50'L - - - - - - - _ - - _ - - - - - - _ I 39.04 SW F. SEE SHEET C9.0 - C9.1 FOR STREET LIGHT PLAN. - - - - - - - - - - - - - - +51 09 2950'L _ 36.22 FL � ° ° ° ° ° ° g ° 36.35 FL p ° - +25.26, 38.00 G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ° +59.88, 29.50'L- o°�/` ° � � - °-, - °- - °° -° - °- - �e ;o. ° -° - - ° -° 1 -° °°--° ° �' `° ° r 'vn � ° ° °° °s ° +18.09, 29.50'L -O° 2 -� TOLERANCES WILL BE ALLOWED. 38.85 SW 1.00% 1.00%° 1.00% 1.00% 1.00% ° +21.26, 27.82'L j H. ALL STATION AND OFFSET LABELING RELATED TO EACH 1.00% 3 4 5 6 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD w N ALIGNMENT. Zr , P EP EP EP E EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP P EP EP EP EP EP EP EP EP EP EP EP EP _ a U 38.1 t MA 37.8f MA 38.4t MA I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 38.1 t MA 37.8t MA 37.7f MA 37.7f MA +69.09, 23.20'L 37.7f MA 37.8t MA 38.0± MA 38.2f MA MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE J +62.51, 21.04'L +37.51, 20.27'L +00.00, 20.03'L +44.09, 22.73'L +00.00, 23.43'L +50.00, 23.30'L +94.09, 23.14'L +00.00, 23.43'L +60.15, 23.45'L +21.39, 20.16'L RIGHT-OF-WAY PERMIT. w J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS w m m " CONTACT ACHD INSPECTION FOR VERIFICATION OF U 38.52 CL 38.49 CL x 38.13 CL 38.09 CL 38.12 CL x � x 38.26 CL 38.27 CL 38.31 CL S. LOCUST GROVE RD. 38.55 CL 39.03 CL COMPLIANCE WITH POLICY AND EXISTING PAVEMENT rl Ln +62.51, 0.00' +37.51, 0.00' +00.00, 0.00' +44.09, 0.00' +00.00, 0.00' +69.09, 0.00' +50.00, 0.00' +94.09, 0.00' +00.00, 0.00' MARKINGS. z Q , O O7--2 z V EP EP EP EP EP EP �-EP EP EP EP EP EP EP EP N N EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP O EG EG EG EG-EG-EG- EG EG EG EG EG EG EG EG M- 0;-N EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG a EP K. TEST PITS OR ABANDONED WATERWAYS WITHIN CURRENT W EG EG OR FUTURE RIGHT OF WAYS SHALL BE OVER EXCAVATED z Z G do do do J w TO NATIVE MATERIAL AND BACKFILLED WITH STRUCTURAL G w rn v cn_ --u `' MATERIAL PER ISPWC SPECIFICATIONS. SOILS DATA z J R/°W��R/W k° , °� R/W '� °R/W , ° R/W-�°y°R/W ° R/W AR/W-�R/W �' ° R,�vv °s �° R/W ° e ° R/W-�;��a�� ° RAV ° a a/W ° R/W ° R/W ° °y ° R✓�( R/V�R•/w ° ° R/W°,y° rF/a��L 1?/W-�°° R/wy° Ft/W ° °R/ ° °°R/�°° �/W ° ° / - -�R/+ro°° °� ° ° MATERIAL DBUSEDOMEDETS TED �E REQU ACHD SREMENTTAFF OS FORFY NATIVE O ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - SEE DETAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL FILL BASED ON THE ISPWC REQUIREMENTS. - O z 0 - - - - - - - - - - - - - - - - to o - SHEET C2.19 \ � N = W 2 c� I ss"ci ss"ci KEYNOTES ®o Q G Q r r 5; G - 1. INSTALL 10' WIDE CONCRETE SIDEWALK PER ACHD Q _ LJ..I a SUPPLEMENTAL STANDARD DRAWING SD-709. CO 1 > Q 2. INSTALL 4' WIDE ASPHALT RAMP, 2" ASPHALT OVER 8" z O w OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL. < > 3. INSTALL BORROW DITCH #6, 150 LF, PER ACHD U Q O STANDARD DETAIL 5. INSTALL 80'L X 2'W SAND WINDOW. 4. INSTALL BORROW DITCH #7, 218 LF, PER ACHD z LL.I STANDARD DETAIL 5. INSTALL 1131 X 2'W SAND WINDOW. Q 5. INSTALL BORROW DITCH #8, 186 LF, PER ACHD �: U S. LOCUST GROVE R D. (ACHD) PLAN STANDARD DETAIL 5. INSTALL 98'L X 2'W SAND WINDOW. � Q O 6. INSTALL BORROW DITCH #9, 117 LF, PER ACHD _j STANDARD DETAIL 5. INSTALL 75'L X 2'W SAND WINDOW. W Q vi 0 30 60 90 4> CL O Plan Scale: 1" = 30' Q 0 a a X z N N V a O] LL U Z) Z Z N O O z O z U Y u tam 2 O ENGINEERING L.L a 5725ETH83713 DISCOVERY WAY BOIS DAHO 83 IF PHONE(208)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c w C2. 18 a N 2 1.5' ACHD SS�pNAL fNc� SIDEWALK 64' ACHD RIGHT-OF-WAY �CF ��pENSF 'D EASEMENT 50 CM (19.7") SPECIFICATIONS � 0.5' 1' LANDING, UNIT SIZE - 50 CM X 50 CM X 2.5 CM 10' MULTI-USE -8' PLANTER 18' TBC-CL 18' TBC-CL TYP 16.7 CM (6.6") 25 CM (9.8") (20" X 20" X 1") 860 PATHWAY 3:1 MAX. � AVAILABLE IN 9 STANDARD ROLL SIZES 'r, � 9 1130126 �p v . GRAMS (18 O i � 2% EXISTING NGO UNIT WEIGH OR 2.0�G (4.5 POU DS �� TF 0f 1.5 t0.25% 15% �-- 2%� STRENGTH - 402 KG/CM (5720 PSI) C. K�NS \ COLOR - BLACK (STANDARD) \ //\ \ \// RESIN - HDPE (WITH SOME POST-CONSUMER CONC P RR ACHD SIDSDEWALKS 709. / \\/\\//\ /x' xn\ x\� / � \ / RECYCLED CONTENT) THICKNESS 5" 6\ VERTICAL CURB /\ AND GUTTER PER\ \.\\\r\\\r\\\i\\\i\\\i\\\i /�\\/�\\/�\\ \\r\\\.\�\��\��\ \ /\ PLAN 4" OF 3/4" MINUS ACHD SD-701 COMPACTED SUBGRADE 3 OF ASPHALT PAVEMENT (SP-3, 0.5 INCH (1/2") MIX PG 64-28) GRASSPAVE2 SQUARES CRUSHED AGGREGATE BASE (TYP. BOTH SIDES) 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 14" MINUS PIT-RUN SUBBASE STREETSECTION A PUBLIC ADJACENT GRASSPAVE2 SQUARESLu SCALE: NTS SEE ENLARGEMENT BELOW �8.3 CM (3.3") HYDROGROW MIX BELOW RING 81' COMMON LOT PRIVATE 2.3 CM (0.9") SUPPLIED FREE BY MANUFACTURER (PRIVATE) 6 CM (2.4") 0.5' 0.5' 0 RINGS FILLED WITH CONCRETE SAND 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK (CLEAN, SHARP SAND) 0 B Qoo°° 'o°80 �A80o8�00°°o goo °�o on ° oo c� 1' LANDING, TYP. °o° 1.5 t0.25% �O0 o°O �O�O °OO °° 0�0 � °°°o 0 o PLACE 12" OF 6" MINUS PITRUN z o �Oo Oo g�oo°ooCO ° �Oo°�o o� o oo�� O�oOOo �O� GRAVEL COMPACTED TO 95% DRY � 1.5% 1.5 f0.25% o0�Q 0 o°OOo O° °� o ° ° o (� 0 --� 1 5% r- o ° 00 �Oo�p00 8�0°gig°000(�00Qo000° o DENSITY. N 2% 2% �- "00� ° b °o°o o°o ��d?S�°��do°o °° > � �\ / / / / / ° Lu COMPACTED SUBGRADE, ~ \\/r \ \\/\\ >' 6„ VERTICAL CURB, CONCRETE SIDEWALKS //\//%//%//% / / / TYP./ /�� III I I I if, PER ACHD SD-709. \/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\i \\i \\i \\i \\/\ SECTION 6" VERTICAL CURB \ \ \ \ \/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ //\//\//\/\�\ r\ TOP OF GRASS ROOT MASS 6 MM THICKNESS 5" � /\//\//. //�/��/�/.///. /. /./�i./�i./�i/�i/�i/�i/�i./�/./�/./�/./�/./�i./�� r AND GUTTER PER /, 4" OF 3/4" MINUS ACHD SD-701 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 (1/4") ABOVE TOP OF RING CRUSHED AGGREGATE BASE (TYP. BOTH SIDES) COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE GRASSPAVE2 ATTACH WITH SNAP-FIT FASTENERS ROOT 10" OF MINUS PIT-RUN SUBBASE MASS TO FILL STREET SECTION B ( PRIVATE) Tr o Qo° �oaGRASSPAVE2 A 0 o PLACE 12" OF 6" MINUS PITRUN SCALE: NTS GRAVEL COMPACTED TO 95% DRY ENLARGEMENT DENSITY. z NOTE: 1. REFER TO LANDSCAPE PLAN FOR TYPE OF GRASS AND LOCATION OF SHRUBS/LANDSCAPING ALONG EDGE OF GRASS PAVERS FOR EDGE OF MAINTENANCE ACCESS ROAD DELINEATION. 56' COMMON LOT (PRIVATE) - 0.5' 0.5' �►- 5' SIDEWALK 8' PLANTER 14.5' TBC-CL 14.5' TBC-CL 8' PLANTER 5' SIDEWALK 14.66' MIN. 1' LANDING, TYP' 8' WIDE CONCRETE SIDEWALK 1.5 t0.25% 1 5% 3.33 MIN. WIDTH 3.33 MIN. WIDTH 1.5% 1.5 t0.25% GRASS PAVERS (GRASS PAVERS) - 2% 2% � - t- 5" THICK CONCRETE 1.75% MAX. / /CONCRETE SIDEWALK / / / \�" ROLLED CURB ' /r /� -� gill k.Alu PER ACHD SD-709. \ / \\ \\ \\ \\ \ \\ \\ \\ \\ \ \ \'\ \\ \\ \\ \\ \\ \\ \\ \\ \\ AND GUTTER PER THICKNESS 5" L / / / / / �/ /��ACHD SD-702 (,/) 6A DER UTTER PER COMPACTED SUBGRADE \ 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 TICA CRUSHED AGGREGATE BASE 4 OF 3/4 -MINUS CRUSHED AGGREGATE BASE O z 4" 3/4" MINUS ACHD SD-701 " " 10" OF MINUS PIT-RUN SUBBASE STREET SECTION C PRIVATE \�!�\''�\''�\'''�'''� 12" OF 3/4"-MINUS CRUSHED O SCALE: NTS AGGREGATE BASE (TYPE 1) PER ISPWC. N O z COMPACTED SUBGRADE PER - = w GEOTECHNICAL REPORT > Q 2 CITY OF MERIDIAN MAINTENANCE ACCESS ROAD (GRASSPAVE2) DETAIL E 0 L NTS mz O � 56' COMMON LOT (PRIVATE) 0- 1 Q w 0.5' 0.5' �- L u � Q 5' SIDEWALK 8' PLANTER 14.5' TBC-CL 14.5' TBC-CL 8' PLANTER 5' SIDEWALK U 2 1' LANDING, LZ Lu TYP. 1.5 t0.25% 1.5% 1.5% 1.5 t0.25% i - 2% 2% � �- Q CONCRETE SIDEWALKS PER ACHD 0 '\ Lu 6" VERT CA C O CURB�/ \ \ /\ �\ �\ � / /\\ �\ THICKNESS 5" AND GUTTER PER ^ �� / 4" OF 3/4" MINUS ACHD SD-701 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 Q CRUSHED AGGREGATE BASE (TYP. BOTH SIDES) COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 10" OF MINUS PIT-RUN SUBBASE m STREET SECTION D ( PRIVATE) m SCALE: NTS 3 SECTION z 1.5' ACHD LINE O SIDEWALK 47' ACHD RIGHT-OF-WAY TO CL o EASEMENT 0.5' EXISTING 3' U GRAVEL Z) SHOULDER 10' MULTI-USE BORROW DITCH WIDTH VARIES (17' MIN.) d PATHWAY WIDTH VARIES z MP'` 20' PL-PL 1' LANDING, /\�\ \\ \\ X a 1 O TYP. CONCRETE SIDEWALKS/ /�r 1' LANDING, //\ o / 2% E% PER ACHD 9. THICKNEESS 05" \\// \\ \ TMP \\\\\\\\\\\\ \\\\ \\\\\\\ \ \ \ \ EXISTING ROAD SECTION \\ r w � / // . // . // � � \ \ \ \ \ 4" OF 3/4" MINUS BORROW DITCH PER 6" OF 3/4" MINUS CRUSHED\ \\ \\ \\ \\ \\ \\ \\1 E N G I N E E R I N G a //�// 6" PORTLAND CEMENT CONCRETE. CONCRETE CRUSHED AGGREGATE BASE \//\/ ACHD STORMWATER / AGGREGATE LEVELING COURSE \/\/\//�//j// / 5725 NORTH DISCOVERY WAY o / / / MIX DESIGN PER ISPWC 4000A. /\\ GUIDELINES SECTION \/\\/\\ \/\\/\\/�� /'� /'� ' BOISE,IDAHO 83713 O INSTALL 6" X 6" WELDED WIRE FABRIC LAYER. r 8200 STANDARD�/ /\ / PHONE(208)639 6939 DRAWING DETAIL 5 \// \\ kmengllp.com z 6" 3/4"-MINUS CRUSHED AGGREGATE BASE DESIGN BY: LCK STREET SECTION E ( PRIVATE ALLEY STREET SECTION F (S. LOCUST GROVE RD. ) DRAWN BY: JAD cr_ o CHECKED BY: LCK SCALE: NTS SCALE: NTS Q F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c w C2. 19 a N 2 PAVEMENT MARKING LEGEND REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) c, NAL f S�ONc� MATCH LINE - FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS. �� CENSF ti BELOW LEGEND SHOWN FOR REFERENCE ONLY. 011 00 ~� 2 SEE BELOW RIGHT 18 12' WHITE - CROSS WALK 860 I 12' LENGTH, 2' WIDTH, 4' GAP �, 1130126 0 � I $ ��ylF 0f \ Iv 0 2473� 19 24" WHITE - STOP BAR �� DNS oo � l �W� 0 I NC. K I I I •I _ _ _ _ 4" YELLOW - SIDEWALK DIVIDE W W W W W W W W W w R10-15R I I 24 3' LENGTH & 9' GAP I WWWWWWWWWWWWWWWWWWWW MOD 1 3/4" R. TYP. o �' o 0 0 WWWWWWWWWWWWWWWWWWW J M 30" X 30" I W W W W W W W W W W W } Hof. X (W010 l I SHEET NOTES WWWWWWWWWW N S3,01H3 I RESERVE o o owa z 3 ONMni N 1 I I A. SEE SHEET C1.1 FOR GENERAL AND ACHD NOTES. �o WWWWWWWWWWWWWWWWWWWWW QW WWW PARKING �Z o� z 18 - - - - - B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS w 2 W W W W W W W W W W W W W W W W W W W W W W O E. BINGLEY LN. = I NOTES:1. SIGN SHALL BE REFLECTIVE COMPLIANCE CONTACT HWITH POLICY O AND EXISTING N FOR APAVEMENT 0 3ONAL / W W W W W �3 vi O - 3 - SYMBOL TOF ACCESSIBILITY. SIGN MARKINGS. o Q' o �� oo I W W W W W W W W W IS TO BE MIN. OF 70 SQ. C. STOP BARS, CROSSWALKS, MULTI-USE PATHWAY '' `' , ~ , W W W W W W W W W - INCHES WITH SEALED TEXTURE. STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE IWWWWWWWWWWWWWWWWWWW W5W c0 W W W W W W W W W W 19 W I I - - - - - 2. SET 1 3/4" SQ. GALV. STL. THERMOPLASTIC. POST INTO 1' SQ x 2' DEEP I W W W W W W W W W W W W W WWW 4 W W W W W I I CONCRETE FOOTING D. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE a. w a o, W W W W W W W W W W W W W W W W W W W o W I 3. WHENEVER POSSIBLE SIGN TO INSTALLED IN ACCORDANCE WITH 2O23 MUTCD & 2004 W W W W W W W W W W W W BE LOCATED ON THE BUILIDING o o I SHS SIGNING AND PAVEMENT MARKING DETAILS. N 6W W I O x l DIRECTLY IN FRONT OF E. REFER TO ACHD TRAFFIC DETAILS TS SERIES FOR I 1 1 2 W W W W W W�`W W W W W o ACCESSIBLE STALLS AT 5'-0" ( ) Z VAN ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. _ tWWWWWWWWW� WWWWW4 W8 I FROM BOTTOM OF SIGN TO O ACCESSIBLE FINISH GRADE. vn �o W W' o o W W 1 WWW W W 3W 19 ' NP O5 O6 O7 O8 I :I 4. ELIMINATE VAN PLACARD WHERE 2 Lu NOT 3 I W g W W W W 6 5 O •I INDICATED CORRESPONDINGALLPAINTING AN KEYNOTES ' I 1. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE oW W W oW o W W W W W W 9' P 9 W I PER ACHD SUPPLEMENTAL STANDARD DRAWING W ~ W E. AMBITION LN. I o SD-1 132A. BARRICADES SHALL HAVE THICKENED EDGE W W W bW'W W W�W W W 3 7 I CO p ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE WW W W L I Q DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. W W W' W p W W ' W W WIW W W W W W W W p W W W 53 W W W W W 51 W W W W 10 O I 2. INSTALL TERMINUS BARRICADE TYPE III PER ACHD o �, 3 O W I ' w I SUPPLEMENTAL STANDARD DRAWING SD-1 132B. 3 �� aq�o I > BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM O I WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. • (D I PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO I METAL ACCESSIBLE PARKING SIGN BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. o NTS z WBLOCK 1 W W 49 W 0 I 3. INSTALL STANDARD POST MOUNTED STREET NAME SIGN J I PER ACHD TRAFFIC STANDARDS DETAIL TS-1 109.04 roe /�o� I roe/ �W W W W W W W W W W W WIW W W 97 56 48 12 24 W `� I 4. INSTALL ACCESSIBLE PARKING SIGN PER DETAIL, THIS TOP// �oQ/ ( 3� _ I SHEET. -TOP'�SOE SO W� WW Lu � OP TOE W 96 -T -E� 57 47 Y' ;� I 5. ADA ACCESSIBLE SYMBOL PER ADA REQUIREMENTS. W 13 W WI 1 ToP�J/ W Q I I 6. ACCESSIBLE PARKING (TYP.) DIAGONAL STRIPES PAINTED /- E W �0 — -fop�To jo i W�W� W 0 I von �� I AT 36-INCH OFFSET. STRIPES SHALL BE 4-INCH WHITE =TOE 1 I I �W�W W �0 95 58 46 W J I LINE PER ISPWC SECTION 1104 AND MEET ADA 1W Z 14 u I REQUIREMENTS. I w 59 °O 45 Ln w W Q I : I 7. INSTALL "NO PARKING FIRE LANE" SIGN TYPE D (12"x18") + p W W ALLEY "D" W z O w O W I I PER IFC SECTION D103.6. O J w I I 8. STRIPE 4-INCH WHITE LINE PER ISPWC SECTION 1104. W J J J 15 I I p �yd I agtio 93 Q 60 Q�T��o� W �� N O O < BLOCK 1 x >� BLOCK 1 9g2o Ln vi 92 0 I I z � 61 52 �y� I I I I O 91 �0 0 xI I I I z Q 62 W ��- W 17 � •I I I � I I z � Z 3� E. GRAND CRANE LN. 63 ,i�"�, ��, 41 W ku I I �•I O z b I x I I o�db 1s I I I I N = W CD O W 3 64 40 0 I I I > Q z 11 vi 0 I I �i W 81 82 0 83 84 85 86 87 88 a�0 89 90 65 39 19 W I z 0 c~i) o W Q � Z + 80 ALLEY ..A.. � O % i I I 24 I > I (, — w ��da �vd 67 aq�o 37 W I x' Lu Q Z 79 78 �� I I I J I U Q cn 70 "% bb W W W W�� W W 3 22 W "' 3 77 71 W 69 W W W W W W W 35 W I Q I 0 II I E. ACME LN. — — — — — I � I I I I Q I 23 24 W I I 0 I a 2 x m I I 0 3 24 U I 3 Q 34 33 32 31 30 29 28 27 26 25 •,,I I I .�I R1-1W1 I I I 0 aI Z I I N 30" X 30" LA - W I I I I _ _ I I 24 0 � I �' I 19 t 4,K ,LOro — 1 I I I —y.— - - W - W Z o �o dOiS W18 o� X 24 N N X L �,W II U I WWW W _ W �= — — — — — W W WWWWWWWWWWWW WWWWWW 4 WWWW W W . WWWWWW W WWW 19 ` WWJ .[ - - - - - - - - - - - - - - - - - - - - IIII II - - - - - - _W W W NW W W W W W W W�� I O - - — 2 r - - 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I Q Z E. VIA ROBERTO ST. I I — MATCH LINE — Y - - _ � z — SEE ABOVE LEFT 0 WTPO— E TOE TOE TOE TOE TOE TOE TOE o _ TOP TOP TOP TOP TOP TOP�TOP I N 3 I Z W 0 80 160 240 0 I ' I ENGINEERING I"L -� I I I W I a :I Plan Scale: 1" = 80' 5725 NORTH DISCOVERY WAY a o III w Z BOISE,IDAHO 83713 0 PHONE(208)639-6939 7 kmengllp.com L DESIGN BY: LCK SIG NAG E AND STRIPING PLAN DRAWN BY: JAD � 0 0 80 160 240 CHECKED BY: LCK Q V "0 F DATE: JANUARY 2026 z o Plan Scale: 1" = 80' PROJECT: 24 287 c SHEET NO. c w C2.20 a N 2 SHEET NOTES KEYNOTES ® GRADING LEGEND CIVIL ACRONYMS A. SEE SHEET C1.1 FOR GRADING NOTES. 1. INSTALL 5 FT SIDEWALK PER ISPWC SD-709. ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ASS\ONAL fNc� B. SEE SHEETS C2.0-C2.20 FOR ROADWAY 2. INSTALL 10 FT CONCRETE PATHWAY PER ISPWC SD-709. 0--l-42.50 FINISHED GRADE ELEVATION FOLLOWS: IMPROVEMENT PLANS. STA. - ROADWAY STATION FROM CENTERLINE 3. INSTALL 14.67' WIDE CITY OF MERIDIAN MAINTENANCE 1.50% CL - ROADWAY CENTERLINE 860 C. SEE SHEET C2.19 FOR TYPICAL STREET SECTIONS. FINISHED GRADE SLOPE PC - POINT OF CURVATURE ACCESS ROAD PER DETAIL, SHEET C2.19. CONCRETE � 1/30/26 0 PT - POINT OF TANGENCY D. TEST PITS OR ABANDONED WATERWAYS LOCATED SIDEWALK SHALL BE 8' WIDE WITH 3.33' WIDE GRASS ELE. - ELEVATION y �9TF \OQ� ONSITE SHALL BE OVER EXCAVATED TO NATIVE PAVERS ON EACH SIDE. --2626 -�- FINISHED GRADE CONTOUR L - STATION OFFSET LEFT OF lv Iv MATERIAL AND BACKFILLED WITH STRUCTURAL R - STATION OFFSET RIGHT y��/�/ C MATERIAL PER ISPWC SPECIFICATIONS. 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SEE SHEETS C2.0-C2.20 FOR ROADWAY 0--l-42.50 FINISHED GRADE ELEVATION FOLLOWS: \CENSF IMPROVEMENT PLANS. STA. - ROADWAY STATION FROM CENTERLINE 1.50% CL - ROADWAY CENTERLINE 860 C. SEE SHEET C2.19 FOR TYPICAL STREET SECTIONS. FINISHED GRADE SLOPE PC - POINT OF CURVATURE 1130126 0 PT - POINT OF TANGENCY D. TEST PITS OR ABANDONED WATERWAYS LOCATED ELE. - ELEVATION ONSITE SHALL BE OVER EXCAVATED TO NATIVE _-2626 FINISHED GRADE CONTOUR L - STATION OFFSET LEFT Of lv MATERIAL AND BACKFILLED WITH STRUCTURAL R - STATION OFFSET RIGHT y��/�/ C MATERIAL PER ISPWC SPECIFICATIONS. TBC - TOP BACK OF CURB 2645 EXISTING GRADE CONTOUR LIP - LIP OF GUTTER KEYNOTES ® TOC - TOP OAF CONCRETE FIG - FINISH GRADE 1. INSTALL 5 FT SIDEWALK PER ISPWC SD-709. GRADE BREAK TW - TOP OF WALL w 0 40 80 120 a 0 Plan Scale: 1" - 401 MATCH LINE SEE SHEET C3 .0 37.30 N I 35.34 I ° ALLEY "D"s'° ° ° I°°° ° e. 36.82 36.82 36.83 I 37.25 Ell 0 I° 35OC° 35.69 ° 35.58 GB SW 36.63 SW 36.87 ° s° 36.87 337.25 SW GB I GB 35.34 I ° ° s tls° 273g'° �° TOC TOC �° ° P° GB 35.66 �oTBC TOC TOC GB 36.78 I I I I 1 2 37.26 Gg 36.68 4 PI I ° 4='PI `��, GB 36.64 35.66 35.66 37.06 s SW 15 GB 36.50 SW 35.83 36.31 36.15 35.9% \ 35.83 35.58 36.98 TBC 3 GB GB 36.08-2736 TBC 36.78 38.72 I W Iww a 36.31 36.99 GB 36.84 GB II TBC o GB TOC TOC TOC \� \ TOC 34.96 35.71 TOC O SW, �-�� 00 d SW 3°° SW 36.58� GB GB 38.51 93 36.98 36.83' 35 G6.61 35G6 SW 4 I I z 36.69 36.51 36.53 35.66 �� 35.48 35.30�,�\\ 35.12 GB TOC 35.76 60 36.80 Co44Ln SW TOC GB v' GB GB N GB �. rn 36.99 _ 36.80 36.84 TBC I 37.07 I O 37.07 36.69 S _SW 60 \ rn ° a ' a TOC GB GB GB TOC } °° TOC GB a A J° /� 0, 35.76 35.82 36.79 35.82 35.82 w, 35.67 35.67 I ° I o o c0 O GB N I GB GB BLOCK 1 \�\\ W ° 'V'e GB GB TBC_ GB GB J GB GB 36.64 I w I ww I I N 35.53 35.53 36.50 \ u, .� ¢ . 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Q ° 37.14 00 ^ SW TOC °° TOC 36.43 01 s SW 16 N N m SW ,� N a SW� "� 35.97 36.28 38.75 - l° O 37.11 35.29 SW / i zCO I 5 � \\ �\ I I ° j236.24 6.01 92 37.14 N N 61 GB °.52 s 43 s 36.14 00 /� N 6, �, S GB Gg 36.42 GB GB 38.54uj I� 36.89 N 37.08 35.66 35.48 35.30 l 35.12 34.96 °+ OC GB Z ° GB YBC 35.12 35.12 SW Ia SW °s U GB GB GB GB `\ KGB _ GB 37.14 36.95 37.07 36.14 36.14 36.41 Q0 I GB GB I SW 36.89 36.89 36.89 a37.1 1 a 35.83 36.83 36.65 36.47 36.29 36.09 GB 2736 GB TBC SW °° GR ^"^ GB I GB GB SW GB GB GB GB GB GB 2 A'° ° 36.30 37.02PI R 36.96_ „PI 4 PI P 36.23 0 36.40 ,`v I I ; `V = 35.73 35.73 36.70: 36 SW 91 SW TBC 37.17 36.24 ° a SW "0 36.48 36.17 a I wW GB GB -TBC SW 1 62 I"I-� SW' �co• 42 1 Lo $H/ j � I I I 37.01 36.83. 36.65 36.47 36.29 . 36.1 1° 36.14 3I7.03 0 n ° 35.76 GB Ig( �3C 2 s SW 30 17 37.06 SW N SW SW SW SW SW 36.08 °N ° -2736 00 SW TBC GB n r�� 36.30 O 38.79 I' I SW °° _ t`GB 36.08�a °°�•I ° 36.42 N � r`GB GB 38.58 .• I I � I I� 37.23 37.20 �36.17 36.17 36.58 SW 37.10 N s'w 36.82 s' -36.64 s"w 36.46 36.28 s"w 36.10 w 35.92 s"w s'w s"w I SW GB TOC I N 35.13 35.13 - 6 TBC TBC TBC TBC TBC ` �\ TBC E. GRAND CRANE LN. SW ° TOC SW 36.10 LL W z 3 SW s \,,,, \�\537.17 37.20 63 36.33 �° 36.33 41 36.58 s GB GB 37.10 I I 37.10 37.10 r� 36.82 s 36.64 8"S 36.46 6 36.28 .36.10 35.923..5 36.09� 3 s" TBC 2-s s TBC 5 s GB s Gg TOC TOC GB TBC ,1° GB GB GB N TBC TBC TBC .273 TBC TBC TBC TBC 2� 6 37.01 36.04 36.04 35.41 35.41 co I �� 35.93 35.93 036.90: 36.38 37.13° 37.01 36.83 36.65 36.47 36.29 36.11 Ig( 36.28 36.62 36.95 TBC ' GB GB o GB GB GB GB TBC I \ TBC 36.49 BLOCK 1 l I I SW' SW °SW SW SW SW SW SW SW SW 37.11' 2736 z s N SW 18 o- I I SW �� 36.97 36.74 r7 vi 36.49 O 38.84 I I �n37.28 �'° SW SW r w I GB GB 38.63 2736 37.30 m SW 6.24 36.83 36.65 36.47 36.29 \ 36.11 36.28 36.62 37.14 `-� 36.97 64 36.49 36.49 40 36.74 i s z 36.30 35.32 35.32 SW / I I I I SW S '00 GB GB GB GB GB 11 GB , GB GB GB Gg TOC % TOC GB TBC GB GB ^� I 37.30 I 37.30 37.30 z 37.20 36.08 35.92 35.76 35.60 \ 35.44 35.28 35.12 35.00 �" 35.80 35.80 35.57 35.57 I W W J a GB GB GB GB GB \ a04/ 36.54 GB I GB GB ' 1 �\ N\\ GB GB GB GBH 11 Z GB GB a GB GB 'x iao ° 36.13 36.13 37.10 I rn1 w \N �� • _ 36.77 Q I I I I I 36.68 , w\ GB GB TBC \a, \�s ^ TBC BLOCK 1 I � � N \ c\, 3 36.74 36.90 N N 81 I 82 83 84 �� 85 86 1�N r'1� 87 88 89 s SW SW S �' s 536.68 19 38.88 r 0 I W" 0 Ojc� 65 36.65 36.65 39 36.90 36.49 W co 90 U oo 36.74 ° rGB GB 38.67 ' I � . � r i \\ N J GB TOC TOC GB TBC \ I 37.50 p ° ®'� N 1 I11 N 35.57 35.57 35.73 35.73 36.70 GB 52 35.G6 SW SW N I I I 1`1\ I N GB GB GB GB 37.50 37.50 37.50 00 � 37.59 36.08 35.92 35.76 35.60 35.44 35.28 35.12 35.00 TBC_ w TBC all W Ww o GB I I GB GB I 00 TOC rGB J;GB GB GB II GB GB GB GB 36.54 a \ I 36.33 36.33 37.30 36.24 37.42 37.26 37.10 36.94 �36.78 36.62 36.46 36.36 36.55 37.06 I / vi GB GB TBC�\_' a GB TOC TOC TOC TOC TOC TOC TOC TOC SW 62 s SW ° SW, s Co 36.88 L' I °° ° 36.55 66 36.81 36.81 38 37.06 s Sw 20 � I b z \ I (A31.72 °° .04 VA ° ° ° a ° ° , _ s°,., ° 1 TOC TOC 36.86 BLOCK 1 00 SW °. 27 ° GB 36.88 39.02 I° I , °° ° s ° ° n a ° ' 36.54 35.38 ° 35.89 GB TBC o o I z 0 ° 3 ` ° 80 ALLEY A� I11° ® `a°I °° GB GB 38.81 w J 35.38 35.89 w 37.70 I I ' . a. °° 9 , • ° ° °, ° 1 ° .s°° ° s . ° SW GB GB GB Gg 36.68 35.71 35.71 SW la° I I z 2 SW s 36.35 e ' p TBC GB GB M 37.70 I I_N' 37.70 37.70 37S8Vy 36.38 37.42 37.26 37.10 r 36.94 36.78 36.62 36.46 36.34' TBC 36.38 37.22 I e N a I O GB GB GB Sn I I 67 36.97 s w w I I - O\ I 36.53 36.53 037.51> GB TOC TOC TOC TOC TOC TOC TOC I TOC SW O 37 SN/ I I° o I ° I - = W GB GB -TBC ° 37.60 36.02 35.70 35.42 35.86 35.88 III 35.66 35.44 MA s 36.38 s° 36.97 37.22 CO TOC GB GB GB GB GB GB GB cod GB r35.22 B TOC e TO -2736 GB 137.07 , I N d \ 1 m I a ^"� I 1 I �►Il , r7� I 35.22 36.05 36.05 « s SW IBGB - GB GB I BLOCK 1 I I I N � ° UTBC 2 37.07 39.23 °°I° °� I 36.19 rGB GB 39.02 N I..I..I 37.90 00 � I M II I TBC 1 " 36.87i� 35.90 35.90 SW I' , W Ww I I� Co > SW s 79 78 77 76 75 74 I I73 III 72 71 70 36.26 "°° TBC GB GB I I z O 37.90 I 37.90 37.90 N I I I - 00 Sw 37.13 ° ^ 37.15 37.54 s s P / GB N m GB GB I .I III \ 3 S ° 36.44 68 TOC :° n TOC 36 GB I 37.42 36.74 36.74 37.71 III GB a s . N 36.23 D I W Q 37.57 36.02 35.70 35.42 35.86 35.88 35.66 35.44 35.24� 00 36.58 35.06 36.23 GB SW o o c0 I _ GB [GB. 36.07 GB lGB 37.20 s 37.27 I� w ww / GB GB 00 GB GB GB GB GB GB GB ' TBC GB - ° r -2737- 37 22 NN36.38° 37.19 3686 36.59 37.03 \ 37.05 II I 36.83' 36.61' 36.38 - "PI 4"PI- ABC 2736- I ° I ,� I z I I I 38.1 1 GB GB GB GB_ GB GB GB GB GB 36.30 37.26 _° 37.37 37.77 37.47 39.03 I I W N rn s SW -2736 �o Sw31 SW 69 SW ;°° SW 35 SW 3 TBC a GB GB I� W r n 37.72 °. Y� 36.07 38.28 36.07 39.40 I 39.24 I Q �•/ / 2 GB \�, 37.57, 37.19 36.86• 36.59 2> 37.03 ° 37.05 36.83 " 36.61 36.35 36.54 2� yy �°'� GB SW GB SW L - 38.09 I 38.09 37.68 SW SW SW SW `3�N SW SW SW 0 36.39 SW 3� 131 37.31 Sw 12" Q z � o_c0 GB GB 36.57 SW SW ' �, Sw ° ° 2 Sw 37.29 , 0 - L o / I 36.65 GB 37.56 °37.34 8"w 36.993"w 36.67 ' -36.39-s"w 36.83i 04 36.8522-"w 36.63 36.41 12"w 36.192_�/ .€ 12"w 12"w 12"w 12"w 12"w 12"w 37.36 SW GB SW 37.28 TBC TBC TBC TBC TBC TBC I I TBC TBC TBC E. ACME LN. �3� SW - _ I r I x Q I I <2 � -� 38.19� I � _ 36.65 36.59 36.39 .. 36.44 36.19, 36.27_ 36.53 36.79 37.06_ 37.32_37.43 - _ TOC - - - I W I WW �• W / I GB Z�B 7�2�� TBC 9 s S TBC s S TBC 6 s s"s sh� TBC s S TBC a"s-2736 s s s TBC S TBC s"s TBC TBC S TBC _ SW I s .32 37.32 39 SW °.ICL 37.82 •37.54' 37.50� 3 � .37.48 0 GB SW SW 37.18 36.79 36.50 N 36.66 36.38 36.20 36.46 36.72 36.99 37.25 37.52 TOC _23 -°0 1 00% FG GB oo • .SW SW SW SW SW SW SW SW SW SW ° _ I .28 38.98 \ 38.28 M r, 37.99 n° n < °\ I --n n n n n GB �� ' Sg.28 TOC 37.63 37.02 36.31 37.46 38.49 GB GB 1' W I I WWI I 00 38.01 \ N N 37.05 37.69 SW 2737 SW 37.SW I Gg� GB2737 TOC TOC GB 2737 TOC I ) I 36.32 2736- OIL ° I 35.46, 36.38 36.20 36.46 36.72 36.99 37.25 37.2 37.45 37.78 38.011A t37.32 I° N I 37.18 36.79 35.24 37A5 ° 2 GB GB GB Gg GB GB GB GB GB GB GB GB GB TOC GB GB I I " • . 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I 37.50^ 37.50 I I I I I0 IN z 38.22 �� 1 M SW sw I M II I N N IIII I"° 38.47 38.47 TOC I I� I 37.60 37.60 I 24 I , I I GB N I GB 38.40 N SW SW NI I ICI / BLOCK 1 ,� 37.53 38.70 TO 1.50% 2 GB GB : M : I z M I I II I I 34 33 32 31 30 29 28 27 26 N 25 37.32 � !° I ww I I I I U I37.53 38. 0 38.45 Z N I II III / GB I °i I I o I GB TOC g1Al I 37.98 0 137.98 I I I 39.Gg I 1 a I I I 37.57 37.53 Q SW II I II 37.32 38.66 2 SW CC GB GB 36.26 36.01 35.62 38.91 38.18 E 38.18 35.46 35.22 35.03 35.29 35.56 35.82 36.09 36.35 36.27 36.84 37.3 B 39.64 I- 38.70 37.89 GBr.GB GB GB cn I / 38.66GB GB GB GB 38.14 38.40 38.66 35.24 SW Q SW I I GB GB GB GB GB GB GB GB GB GB GB , SW z a " I 37.53 _37.53 C'B- C'g 2736- GB GB vi i II Jill I S8g 93 S8g.75 , G6,56 S8g 37 [/ 38.17 38.12 38.31 38.51 38.70 38.89 39.09 N c'B - - GB - 2737 Ala GB 2736 GB GB GB GB GB GB 2738 - - - I 2737 e 39.28 38.59 _ 38.61- 2738 SW I ' oP o z 6"PI 6"PI 6"PI 6"PI 6 i 9"PI 6"PI 6"PI 6"PI 6"PI a I ° " 38.04 SW - SW. 6"PI 61 6' I 6"PI 6"PI 6"PI 6"P 6 PI 6""PI 6"PI 6"PI n 6"PI 6"PI 6"PI 6"PI 39.23� Z 42"GI r GI 42'GI 42"GI �2 I� SW 42'GI 42'GI 42"GI 42'GI 42"GI „I 42"GI �"GI \ / �- I -SW15 - - �N-273gN�_ rt37SW \SW80 � - -38.01- - - - -38.2t -38.43_ - I 5 ��i - - - 6- �38 - - - 2;7,3 81 9 r I I" O 38 4 38.24 38.05 2 4 2�3 GB SW SW SW 1 37 8 37.66 37. 38.00 38.19 P� I L.L _ - -� a I I I I I s- ti sw SW SW SW SW 38.38 38.58 38.72- ,38.93 I E N G I N E E R I N G Z ° - - - .T -, ° -f, - d _ °2 - . - r °- - c, - °- -- SW SW SW SW SW SW SW I 5725 NORTH DISCOVERY WAY - a / \ a ]38 -�° -°�"- • - - - - - -• ° - - ' I BOISE,IDAHO 83713 O �' - - 2� ° /I I s , PHONE(208)639-6939 7 n, kmengllp.com z 12"W 12"W 12"W `3j rr w * w17'0�- i w J N I , 12"W 12"w 12" 12"W L / / ou r'� 0O0 I I o� DESIGN BY: LICK n _ _ E. VIA ROBERTO ST. DRAWN BY: JAD a ---^ -�+- �-- -2737- � � �' � � c� Z 2738 4 - - -2737- - CHECKED BY: LICK Q 2�3, 2737 223g I1 I o I o� DATE: JANUARY 2026 z OP - -Oq OP- OP OP OP �P OP OPT OP OP oP OP OP e{i 0 -oP OP I N G i r i P��-- OP oP OP _ 01� oP oP oP OP oP oP I PROJECT: 24 287 Z T T T T T T T T T T T T T I _ 5 o �- T T T T T!� = = = _ - = =_2737 SHEET NO. _ I_ - - v'��- �__ T�_ _TeE _T6E TO= �0�3 2733)�-=TeE �_ J - -2736- `"`- -�- -'°''��T T= TOF- 1Q� TQ�2736-Totr- TOP- Totem- TeP-�TbP -= Z 1 I' 1 ,.GI o I R C3. W V T�T a T T \ w TAT- a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY ASS\ONAL fNc� NOTES. \CENSF 'y B. SEE SHEET C4.2-C4.3 FOR STORM WATER DETAILS. C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 860 AT OR BELOW 20 FEET FROM EXISTING GROUND 1/30/26 0 SURFACE. THE INFILTRATION RATES BASED ON TESTING 9 9TF \QP� Iv VARY ACROSS THE SITE FROM 0.72 IN/HR TO 7 IN/HR. Of lv THE DESIGN INFILTRATION RATE USED IS 1 IN/HR, WHICH y��/�/ C �(\\J� 0 50 100 150 WILL NEED TO BE CONFIRMED WITH INFILTRATION TESTING Plan Scale: 1" = 50' DURING CONSTRUCTION. FOR ADDITIONAL INFORMATION _ ___ REFER TO THE GEOTECHNICAL ENGINEERING REPORT r lI r I I I I I "GEOTECHNICAL INVESTIGATION - APEX CADENCE o I 11 I I I SUBDIVISION" PREPARED BY ATLAS TECHNICAL CD m w I W CONSULTANTS, DATED SEPTEMBER 9TH, 2024. d owl of l I I I o D. PROVIDE WATER-TIGHT SEALS AT PIPING w ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, 0 o I y y 109. ' 18" ADS N 1122 HP y y I I AND MANHOLES. ~ y y @ 0.00% 9 I10 w E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE a 4a ' y y y y y y y y y y T3 I I w w o '- 40 26.5' 12" ADS N-12 HP I a I COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF Q 21.8' 12" ADS N-12 HP y y SGT #2 (1000 GAL) y I ® 1.98% I w o ROW OR WHERE COVER IS GREATER THAN 2 FEET THE � ~ a y y RIM:2736.61 (W) I '� STORM PIPE SHALL BE ADS N-12 HP PIPE OR a i o ow a © 4.00% _ I INLET #3 I APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN � � ' �- � INLET #29 'y y y y y � RIM:2736.53 (E)W y � co ACHD SD-601, TYPE I � cO � I I `'' � LESS THAN 5-FEET OF SEPARATION BETWEEN a o 101.6' 16" ADS N-12 HP ACHD SD-601, TYPE I y y y INV IN:2733.23 12" (E) y 2 RIM:2735.97 STRUCTURES. w @ 0.40% RIM:2734.79 INV OUT:2732.38 18" N o SUMP:2731.58 ( ) SUMP:2732.86 i I I U o y y INLET BAFFLE: 2732.13 W INV OUT:2733.86 12" (W) INLET #1 1 F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC a F w o a INLET 14 INV OUT:2732.58 12" (S) y y y OUTLET BAFFLE: 2733.13 y I 00 Q25=0.16cfs I I STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. o �o o # Q25=0.29 cfs ACHD SD-601, TYPE I w y y y �' Q25=0.32cfs'� �" Q100=0.23cfs W , I ACHD SD-601, TYPE I g RIM:2735.66 STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC Q100=0.40cfs y y y Q100=0.45cfs y a x RIM:2734.56 y y y y y y y y y y y _ _ SUMP:2732.55 I RATED LIDS UNLESS OTHERWISE SPECIFIED. SUMP:2731.45 s I s*Pw ..W. -INV OUT:2733.55 12" (S) 0 ' o SDMH #5 (48-INCH) y y y y 5.3' 12" ADS N-12 HP y y G. THE CONTRACTOR SHALL COMPLY WITH ALL THE N INV OUT:2732.45 12" (W) y y y y y y y y y y y 1 y Q25=0.42cfs z a 48"0 SDMH FLAT TOP @ 1.98% 3 REQUIREMENTS FOR STORM WATER DISCHARGE $ o o o Q25=0.67cfs RIM:2734.93 y y y y y y y y y 40 0o a y y y y IQ I ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES Q100=0.93cfs SUMP:2729.38 y y y y INLET #4 y z g I IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP N 2 a ACHD SD-601, TYPE I PLAN PREPARED FOR THIS SITE, REGULAR SITELu o INV IN:2731.38 16" (W) y y y y y } I o Lu 16.8' 12' ADS N-12 HP y y y y RIM:2735.97 : Lu o 0 42% INV IN:2731.71 12" (E) SUMP:2732.34 Q: 12"W 12"W 1z w 12 µ51.5' 12" ADS N-12 HP I INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE ~ INV IN:2731.71 12" (N) y y y y y z E. BINGLEY LN. 5 1.01% 12' SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN w y y y y INV IN:2733.34 12" (E) THE NPDES GENERAL PERMIT. o a SDMH #2 (48-INCH) INV OUT:2731.38 16" (S) INV OUT:2733.34 12" (W) Q _ o w a y y y y y y 50.5' 18" ADS N-12 HP '- a o 48"0 SDMH FLAT TOP � 2 a ix 4.8' 16" ADS N-12 HP y y y y y Q25=0.16cfs y z 3 -8"s o o 10 / RIM:2734.82 � r� -0 SUMP:2730.38 ® 1.05% ' y y y y � __ _ Q100=0.22Cfs y y O � ® 0.00i I H. ENGINEER ALL GAND ACES HD. RE APPROVAL BY THE DESIGN Tvi 8"S 8"s s"s 8"s 8"s s" sINV IN:2732.38 12" (E) 2 Lu INV IN:2732.38 12" (W) INLET #30 y y y y y y y y y y y y INLET #2 9 a_ I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM ACHD SD-601, TYPE I y y y y y y y y y y y y ACHD SD-601, TYPE I DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN a / o o INV OUT:2732.38 12" (S) RIM:2734.79 00 3 RIM:2735.66 I -- MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER y y y y y y y y � y y y y IL o I SUMP:2730.33 N SUMP:2732.03, PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH '' � I� 9.7' 12" ADS N-12 HP y y y y y y y INLET #9 y y y SGT #1 (1000 GAL) _1 INV IN:2731.33 16" (N) y y y y y y y ACHD SD-603, TYPE III y INV IN:2733.03 12" (N),,, I SECTION 8018 OF THE ACHD DEVELOPMENT POLICY r T 0.72% "w ' PY y s'RIM:2736.24 (W) MANUAL AND ISPWC SD-623. INV OUT:2731.33 16" (S) � y y y y y y y RIM:2735.26 y INV OUT:2733.03 12" (S) RIM:2736.30 (E) � I o oINLET #13 Q25=0.33cfs y y SUMP:2732.16 Q25=0.42cfsa '' j// I / ACHD SD-604A, TYPE IV Q100=0.46cfs ' y y INV OUT:2733.16 12" (S) Co Q100=0.59cfs INV IN:2732.98 12" (N) 1 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, z a o RIM:2734.56 Q25=0.46cfs 3 INV OUT:2732.13 18" (E)l 1 THE CONTRACTOR SHALL CONFORM TO THE STANDARDS o '' I SUMP:2731.45 36.2' 12" ADS N-12 HP y y y y y y y - INLET BAFFLE: 2731.88 SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF y Q100=0.64cfs 1 y OUTLET BAFFLE: 2732.88 THE ACHD STORMWATER GUIDELINES. INV OUT:2732.45 12" (E) � 0.41% I w ' ' Q25=0.56cfs y y y y y y y 27.7' 12" ADS N 12 HIP INLET #5 Q25=0.85cfs O ACHD SD-601, TYPE I K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 N Q100=0.78cfs y y y y y y y y @ 1.00% �, y Q100=1.18cfs � i RIM:2735.23 Co � � AND 8200 OF THE 2017 ACHD POLICY MANUAL. yo 63.3' 12" ADS N-12 HP 56.3' 12" ADS N-12 HP' y y y y y y INLET #10 3 SUMP:2732.12 Oj O I c� ~ 0.41% ACHD SD-601, TYPE I N INV OUT:2733.12 12" (S) y L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE w w w w 71--c � 0.41% y y y y y y y � � �y1 12 RIM:2735.25 Q25=1.00cfs I o I LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE w � y y ., SDMH #3 (48-INCH) 7 SDMH #4 (48-INCH) SUMP:2731.88 Q100=1.40cfs ELEVATION PER THE INTERNATIONAL BUILDING CODE, a y yN48"0 SDMH FLAT TOP 48"0 SDMH FLAT TOP INV IN:2732.88 12" (N) �� ' ' yyI INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN o � 26.5' 12" ADS N-12 HPI `' RIM:2735.39 RIM:2735.07 9 INV OUT:2732.88 12" (S) o I REQUIREMENTS. 0 w y y �� ro y y y y y y � 1.02% oy y y y SUMP:2729.79 SUMP:2729.86 Q25=0.62cfs N y INLET 6 y INV IN:2732.12 12" (S) INV IN:2731.86 12" (N) Q100=0.87cfs s Y �� ACHD SD-601, TYPE I y INV IN:2732.12 12" (N) INV OUT:2731.86 12" (W) y y yCC 11.1' 12" ADS N-12 HP lM• y I w o N INV OUT:2731.79 16" E � R 2735.23 O KEYNOTES y y y+ o ( ) ® 3.26% SUMP:2731.85 -s y 0 38.2' 12" ADS N-12 HP s s" V�:;8"S " a"w s"w s"w ; 8"w �"w 8' 8"w ' s"w ; s"w " 1 INV IN:2732.85 12" (N) y oZAli y y y y @ 1.31% s"s E. AMBITION LN. (/7 172.5' 18" ADS N-12 HP 160.8' 18" ADS N-12 HP„ INV OUT:2732.85 12" (S) t- O UTILITY MAIN/MAIN CROSSING s 8„ e ¢ „s s 8"S 8"s S s I v7 0 INLET #11 16'SD 0.00% 9 3 p 0.00% �� Q25=0.44cfs y y y y y y 0 I MAINTAIN VERTICAL AND HORIZONTAL ACHD SD-604A, TYPE IV ®� _ _ 9 Q100=0.62cfs -4 I 1 u POTABLE/NON-POTABLE MAIN LINE SEPARATION Q o y y RIM:2734.96 s s I i PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER O J ti 5.2' 16" ADS N-12 HP 3 y v 8 S 18" D N " 11.1' 12" ADS N-12 HP yLw o: SUMP:2731.85 ® 211% 40 I vi NOTE 2 SHEET C1.1 FOR ADDITIONAL ® 2.98% y y INV OUT:2732.85 12" (E) y y °� Iy �- �- p y y y y y y y 5 ► y INFORMATION. z Q25=0.92 ' �� 4"Wh "PI "P 4VI 4"RI 53 4"PI 4" PI 51 4'PI y s�SGT #3 (1000 GAL) y yJ I SGT #5 (1500 GAL) 6 y 1. SB #1 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION' Q100=1.29 FRIM-2735.18 #13 (1000 GAL) SGT #4 (1000 GAL) RIM:2735.97 (W) I z z / RIM:2735.35 (N) ro y I g l A-A ON SHEET C4.2 (33'L X 12.5'W X 8.5'D). 9.8' 12" ADS N-12 HP (N) (OPEN GRATE) a RIM:2735.92 (W) RIM:2735.90 (E)RIM:2735.42 (S) y � Q W( ) 735.19 (S) (CLOSED GRATE) °' RIM:2735.94 (E) 50 s INV IN:2732.52 12" (N) I - y tiny / ® 2.36% INV IN:2731.22 16" N y o 2. SB #2 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION (� INV OU BAFFLE: 2 18" (S) INV IN:2732.52 12" (SW) INV OU BAFFLE: 18" (W) A-A ON SHEET C4.2 (61'L x 15'W x 8.5'D). - = W � y SDMH #1 (48-INCH) INV OUT:2730.37 18" (E) INLET BAFFLE: 2730.43 SGT #10 (1000 GAL) INLET BAFFLE: 2731.42 � y � I � I \ �i 48"0 SDMH FLAT TOP m INLET BAFFLE: 2730.12 v INV IN:2732.52 12" (N) y OUTLET BAFFLE: 2731.43 RIM:2735.72 (N) (OPEN GRATE) OUTLET BAFFLE: 2732.42 RIM.2735.20 OUTLET BAFFLE: 2731.12 INV OUT:2731.67 18" (E) I y I > Q25=2.90cfs Q25=0.47cfs 3 INLET BAFFLE: 2731.42 RIM:2735.74 (S) (CLOSED GRATE) s Q25=1.45cfs I 3. SB #3 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION SUMP:2730.62 5 Q _ y , y tQ100=0.65cfs OUTLET BAFFLE: 2732.42 INV OUT:2731.18 18" (S) Q100=2.02cfs y I I A-A ON SHEET C4.2 (147'L x 15'W x 9.5'D). O �y /i INV IN:2732.62 12" (E) Q100�4.06cfs 0 _ -4° INLET BAFFLE: 2730.98 y o m INV IN:2732.62 12" (W) Co y INLET #12 8 42.5' 18" ADS N-12 HP s Q25=1.38cfs OUTET BAFFLE: 2731.98 y I 4. SB #4 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION z @ 0.00% Q100=1.92cfs INV OUT:2732.62 12" (N) y ACHD SD-601, TYPE I 9 g 25=0.64cfs y A-A ON SHEET C4.2 (167'L x 17'W x 10'D). Q y y RIM:2734.96 INLET #8 '��5�65L Q100=0.90cfs _ y SUMP:2731.85 u ACHD SD-601, TYPE I y 5. SB #8 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION L u Q s W y INV OUT:2732.85 12" W = a0 RIM:2735.16 18" ADS N-12 HP y o _ Q25=0.56 O w 97 s s SUMP:2731.78 ® 0.00% s s 12 y i B-B ON SHEET C4.2 (62'L x 12'W x 8.5'D). Z W Q100=0.79 J INV IN:2732.78 12" (W) f 3 16.7' 12" ADS N-12 HP Q 48 6. SB #9 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION L u L u y y ® 1.37% - RZ� - _ I C-C ON SHEET C4.2 (51'L x 10'W x 8.5'D). Q C INV OUT:2732.78 12" (NE) y G Q25=0.48cfs � \ S 1 I 0 Q100-0.67cfs Oo y I I o y \ y y 96 s s 26.5' 0. ADS N-12 HP_ 47 s z y I I 7 #11/SECTONRIC-C)ONE SHEET PC42 (56'AGE BED DExA10'W x U 61.5' 18" ADS N-12 HP 7 @ 1.02% N s 13 8.5 D). y 4 @ 0.00% � LLW a s y I I I i 9 INLET #7 z 10 x 2 a'p y C'"Ioy SGT #12 (1000 GAL) C ACHD SD-601, TYPE I � I 8. SB #12 (PRIVATE), SEE SEEPAGE BED DETAIL LJ..I RIM:2735.41 (N) (CLOSED GRATE) RIM:2735.16 N� y I #1/SECTION C-C ON SHEET C4.2 (37'L x 10'W x RIM:2735.34 (S) (OPEN GRATE) 95 s s SUMP:2732.05 46 s I I I 8.5'D). Q y INV OUT:2730.87 18" (N) 00 INV OUT:2733.05 12" (E) O Q N yLLW 5 Co y INLET BAFFLE: 2730.67 I Q25=0.55cfs oo s 14 ° I 9. INSTALL GROUND WATER OBSERVATION WELL PER ACHD y OUTLET BAFFLE: 2731.67 y y w 00 Q100=0.77cfs w 0 vi O y I SD-627, SHEET C4.3. INSTALL WITHIN THE INFILTRATION Q25=0.70cfs y z \ w BED 5' FROM THE END AND OUTSIDE OF BED A C 1 Q100=0.99cfs yL O ; J y 1 94 s w s Q 45 s 1 MINIMUM OF 50' FROM THE PERIMETER OF THE BED. p 5 ALLEY "D" iz 59 y 10. INSTALL BORROW DITCH PER ACHD STORMWATER 00 4 I GUIDELINES SECTION 8200 STANDARD DRAWING DETAIL 5. y 4"PI 4"P 4"PI 4"PI 4"PI J C s 15 ° y ( I SEE SHEETS C2.17-C2.18. Z 00 5 y 9 SGT #9 (1000 GAL) " 3LLW s S z " ya 67.5' 18" ADS N-12 HP y RIM:2736.05 (N) s °' s 60 44 s y I I 12" INV ELEV. = 2732.38 I o I 11. PLUG END OF PIPE FOR FUTURE CONNECTION J ® 0.00% RIM:2736.06 (S) y I INLET #24 y INV IN:2732.82 12" (S) w a y I N n 3 ACHD SD-601, TYPE I INV OUT:2731.97 18" (N) I I 12. PLUG END OF PIPE FOR FUTURE CONNECTION °0 1 RIM:2735.38 y INLET BAFFLE: 2731.72 3 s 16 y I 12" INV ELEV. = 2732.09 z �, OUTLET BAFFLE: 2732.72 00 O I o SUMP:2732.00 s z `� y W - Q25=1.17cfs 61 52 43 s y INV IN:2733.00 12" (S) Q100=1.63cfs I I� 3� s y INV OUT:2733.00 12" (N) z N O� Q25=0.46cfs 14.3' 12" ADS N-12 HP, Q100�0.64cfs y @ 1.28%_ y MATCH LINE-26.5' 12" ADS N-12 HP O Z 9 SEE SHEET C4. 1 Z ; 8'w 8'w a" s"w 8"w s"w 8"w�s"w s»w 3� s E. GRAND CRANE LN. O s 8"S 8°S " -8"s 8"s 8"S T "S 8"S s LL INLET #23 ACHD SD-601, TYPE I E N G I N E E R I N G V) RIM:2735.38 u v ' S725 NORTH DISCOVERY WAY Lo BOISE,IDAHO 83713 o 0 SUMP:2732.27 y au y INV OUT:2733.27 12" (N) y kmengllp.com PHONE(208)639 6939 z s Q25=0.71 cfs 00 y=a� Q100=0.99cfs y ' DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu V J n 4. a N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY ASS\ONAL fNc� NOTES. \CENSF 'y B. SEE SHEET C4.2-C4.3 FOR STORM WATER DETAILS. C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 860 AT OR BELOW 20 FEET FROM EXISTING GROUND s� 1/30/26 0 SURFACE. THE INFILTRATION RATES BASED ON TESTING 9 qTF \OPTIv VARY ACROSS THE SITE FROM 0.72 IN/HR TO 7 IN/HR. Of lv THE DESIGN INFILTRATION RATE USED IS 1 IN/HR, WHICH y��/�/ C Y,\\J� WILL NEED TO BE CONFIRMED WITH INFILTRATION TESTING DURING CONSTRUCTION. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL ENGINEERING REPORT "GEOTECHNICAL INVESTIGATION - APEX CADENCE SUBDIVISION" PREPARED BY ATLAS TECHNICAL CONSULTANTS, DATED SEPTEMBER 9TH, 2024. D. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, AND MANHOLES. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE 1u COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF Q ROW OR WHERE COVER IS GREATER THAN 2 FEET THE 0 STORM PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC RATED LIDS UNLESS OTHERWISE SPECIFIED. G. THE CONTRACTOR SHALL COMPLY WITH ALL THE N REQUIREMENTS FOR STORM WATER DISCHARGE z MATCH LINE- ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP N PLAN PREPARED FOR THIS SITE, REGULAR SITE Lu w Lu INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE ~ SEESHEET C4.0 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN THE NPDES GENERAL PERMIT. mmmmm mmmmm s y I I H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 1 I ENGINEER AND ACHD.7 ro 4" 62 4"PI INLET #21 y 1 I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM _ y y y y y s ACHD SD-604A, TYPE IV DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN N RIM:2735.69 a y 1 I MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER SGT #8 (1000 GAL) SUMP:2732.58 PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH RIM:2735.92 (N) (OPEN GRATE) INV OUT:2733.58 12" (W) y I I SECTION 8018 OF THE ACHD DEVELOPMENT POLICY RIM:2735.94 (S) (CLOSED GRATE) I 41 s Q25=1.03cfs 0 MANUAL AND ISPWC SD-623. ' INV IN:2732.14 12" (E) Q100=1.44cfs y l 1 o INV OUT:2731.29 18" (S) N N 3 J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, z 3 INLET BAFFLE: 2731.04 26.5' 12" ADS N-12 HP a 1 y I THE CONTRACTOR SHALL CONFORM TO THE STANDARDS 0 50 100 150 OUTLET BAFFLE: 2732.04 s @ 1.02% 1 SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF Plan Scale: 1" = 50' QQ100=3.25cfs I I s INLET #22 y 1 I THE ACHD STORMWATER GUIDELINES. ACHD SD-601, TYPE I I K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 ' d RIM:2735.69 y 1 3 AND 8200 OF THE 2017 ACHD POLICY MANUAL. 3 162.5' 18" ADS N-12 HP SUMP:2732.31 °1 ON 000 110° 7 0.00% INV IN:2733.31 12" (E) y I I I I L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE �' 81 82 83 84 g5 SGTm1mm 0 ) gg 89 90 s 65 I p I 39 s INV OUT:2733.31 12" (W) y LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE 3 : 1 ) y O O Q25=056cfs ELEVATION PER THE INTERNATIONAL BUILDING CODE, I m �� RIM:2736.11 (E) a a, Q100=0.78cfs i I INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN S_ z y INV OUT:2731.57 18" (W) y 7 I I a y I REQUIREMENTS. y INLET BAFFLE: 2731.37 y 116.7' 12" ADS N-12 HP w i o ro y y Z 00 @ 1.00% w ci I OUTLET BAFFLE: 2732.37 i - y Q25=1.78cfs 7 y s 66 38 S_ L O y KEYNOTES 00 N Q 100=1.09cfs a 3 ,,, s 20 i $p ALLEY "A" to 4 18"SD z 10.8' 12" ADS N-12 HP 7 N y �. 0 N � s O � @ 0.46% m I > O UTILITY MAIN/MAIN CROSSING 4"PI 4'�PI 4"PI 4"PI 4"PI 4"PI 4"PI 4'PI w y w 26.5' 12" ADS N-12 HP m y I I O MAINTAIN VERTICAL AND HORIZONTAL r-I z `-' ji y 66.5' 18" ADS N-12 HP z 3 s @ 0 42% 37 s Q } POTABLE/NON-POTABLE MAIN LINE SEPARATION Q y I @ 0.00% 2 a WI I O 00 INLET #19 V � _j O � '? PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER J N INLET 15 # ( ) U J vi s 21 a o NOTE 2 SHEET C1.1 FOR ADDITIONAL O y SGT 6 1000 GAL J' ACHD SD-601, TYPE I Q N 2I Ln 0) y ACHD SD-601, TYPE I RIM:2736.51 (W) Sk�RIM:2735.56 y u INFORMATION. z INLET #18 I SUMP:2732.45 O s 3 79 RIM:2735.89 7C RIM:2736.58 (E) 73 70 I 1. SB #5 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION z Z ACHD SD-601, TYPE I INV OUT:2733.45 12" (W) s s y l 1 N A-A ON SHEET C4.2 (58'L x 12.5W x 8.5'D). O z SUMP:2732.78 INV IN:2733.41 12" (N) RIM:2735.69 W INV OUT:2733.78 12" (S) INV OUT:2732.56 18" (S) SUMP:2732.47 s Q100=0.73c 36 d I I I - O a y n Q 100=0.73cfs S y Lu Q25=0.37cfs INLET BAFFLE: 2732.31 INV IN:2733.47 12" (S) O 1 2. SB #6 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION S y Q100=0.52cfs OUTLET BAFFLE: 2731.31 N = G y INV OUT:2733.47 12" (NE) ,P1 4��, y y y y y 22 y 1 a I A-A ON SHEET C4.2 (95'L x 15'W x 8.5'D). \ W Q25=1.14cfs 0 N m l y 26.5' 12" ADS N-12 HP Q25=0.26cfs y y 69 y y y y y 35 y y s @ 1.02% Q100=1.59cfs =s Q100=0.36cfs ao � y 1 2 ®� INLET #20 / 12„ 3 CB CONPSHEET)C4.2 SEE(S57PAXE1BED 0'W DETOAILD). SECTION Q _ O w N N N N ACHD SD-601, TYPE 1 CO 00 s . . s .� RIM:2735.56 : s y y y y y y y y y � y 8"w 8"w ,2' ,2' ,2"w ,2"w 2"w ,2"w ,2"w a 4. SB 10 PRIVATE), SEE SEEPAGE BED DETAIL z E.ACME LN. SUMP:2732.34 1 0 # y #1/SECTION C-C ON SHEET C4.2 (61'L x 10'W x INV IN:2733.34 12" (E) - - - - - - - - - - - - - Ln Q C s "s "s s" s"s s 8"s "s „� 8"s 8"s 8'� 8" 8"s 8"s s 1 8.5'D). c � - - INV OUT:2733.34 12 (W) � I � I 68.5' 18" ADS N-12 HP N Q25=0.23cfs 23 a y I W Q y INLET #16 : s s 3 y 1 1 5. SB #13 (PUBLIC), SEE SEEPAGE BED DETAIL U @ 0.00% 3 ° ACHD SD-601, TYPE I `° En Ln V) Q100=0.32cfs v, V) g y I a y RIM:2735.89 N INLET #17 ASIM:2736.23 GT #7 (1000 GAL) I 1ULL \ $5 DSjCTION A-A ON SHEET C4.2 (63'L x 15'W x z W Lu N 1-m SGT #14 (100 GAL) 2 SUMP:2732.51 y y ACHD SD-604A, TYPE IV (N) E 9WSRIM:2735.696. SB #14 (PUBLIC), SEE SEEPAGE BED DETAIL G Q `-' RIM:2737.45 (W) y INV IN:2733.51 12" (N) y RIM:2736.21 (S) I I a I #1/SECTION A-A ON SHEET C4.2 (77'L x 15'W x RIM:2737.48 (E) (A INV OUT:2733.51 12" (S) N SUMP:2732.58 y Co � y y INV IN:2733.32 12" (SW) y Q25=0.82cfs y INV OUT:2733.58 12" (N) 0 8.5'D). INV IN:2734.40 12" S) INV IN:2733.29 12" (E) ( y Q100=1.15cfs o y Q25=0.68cfs SGT #15 (1000 GAL) y 1 U INV OUT:2733.55 18" (E) I z Q100=0.95cfs INV OUT:2732.44 18" (N) y I J y RIM:2737.37 (W) 24 1 7. INSTALL GROUND WATER OBSERVATION WELL PER ACHD INLET BAFFLE: 2733.30 9.8' 12" ADS N-12 HP INLET BAFFLE: 2732.19 y RIM:27357.35 (E) OUTLET BAFFLE: 2734.30 @ 1.03% OUTLET BAFFLE: 2733.19 y � � SD-627, SHEET C4.3. INSTALL WITHIN THE INFILTRATION V,J Q25=1.41cfs y I N y 34 33 32 29 INV IN:2733.30 12" (S) 26 25 1 I BED 5' FROM THE END AND OUTSIDE OF BED A '� Q25=1.50cfs a � O Q100=1.97cfs 69.2' 18" ADS N-12 HP 7 _ < y Q100=2.08cfs INV OUT:2732.45 18" (W) y I 1 0 , I MINIMUM OF 50' FROM THE PERIMETER OF THE BED. y @ 0.00% y y INLET BAFFLE: 2732.20 Q rn INLET #26 1 y OUTLET BAFFLE: 2733.20 1 g I 8. PROPOSED ACHD STORM DRAIN EASEMENT (� ACHD SD-601, TYPE I y y Q y Q25=1.73cfs §2 RIM:2736.90 � � 1 vi Q100=2.41cfs , I SUMP:2733.45 y 2 2 y y y y y Al y I o I 9. INSTALL BORROW DITCH PER ACHD STORMWATER INV IN:2734.45 12" (S) cl : INLET S28 TYPE LLLi I GUIDELINES SECTION 8200 STANDARD DRAWING DETAIL 5. INV OUT:2734.45 12" (N) 6„ - - -,- - - - - - - - - - y N - -y CH - y SEE SHEETSC2.17-C2.18. ACHD D 601 y 4 1 P � P s'� W Ws"PI y s PI s"P y c W 6.1 6"P1 PI 82.5' 18" ADS N-12 HP �6"P1 Q25=0.67cfs 4 "c1 RIM:2736.80 LL I 42/GI-��42 iGl��42"6d- a i 42"GW 42" 2> 1 y y y y y z�6" 1 6°P �'PI- 6v'PI 6"Pf "PI 6"51y y Q100=0.93cfs 1 � @ 0.00% � SUMP:2732.35 a -y- y -i w y y y y y 4 y INV IN:2733.35 12" (S) y y y w w y y w w w I I Z - - - ---•l,- +4� -y- -� 1' -y- =� I I I I I y y y y y y Jr � �,- Z 1,- y y y 733 35 1 2 ( y y y y y y y y y y y y N - - - - - - - - - - - - - - - - - - - - - I - - - - - --- - - - -- - - - - - - - - - - - = 93cfs - - 8 INV OU N) ----- -- --- Q25 0 0 > 18 SD-- 7 7 7 \ 18 SD - - - - - Q100= 1.30cfs - - - - - - - - - - - - - - 3 ,2"W ,2"W ,2"W ; ,2"W ,2"W I : 6 I �_ 4.8' 12" ADS N-12 HP E. VIA ROBERTO ST. 0 _ o @ 1.04% Co N, Z INLET #27 a 8 - -oP oP o OP-OP-OP " ACHD SD-601, TYPE I INLET #25 _ OP oP 4.8 12 ADS N-12 HP ry T T T ACHD SD-601, TYPE I T T� ' , 0P-RIM:2736.80 -�P ()p- �np �o @ 1.04% - - z 33.5' 12" ADS N- 12 HP r T� SUMP:2732.69 � � @ 1.0HP RIM:2736.90 �� T r TT�� 33.5' 12' ADS N-12 HP TOE- 0 SUMP:2733.79 L - - - - - J @ 1.01% INV OUT:2733.69 12" (N)-TOE TOE roE roE TOE TOE „G1 0/ � INV OUT:2734.79 12" (N) TOP- rn_�T TOFQ25=0.79cfs TOP TOP TOP TOP TOP I `/ Q25=0.74cfs Q100=1.1 1 cfs _ Z Q100=1.04cfs r T r�T T�T_ I I I O ENGINEERING L.L 0 5725 NORTH DISCOVERY WAY 5 PHOINE SE(08)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c V n 4. 1 w a N 2 c,S�pNAL fN C E N SF c�'y 860 J� 1130/26 0 9� qTF 0f \�P �Iv C Y' NO TREES ARE ALLOWED WITHIN NO TREES ARE ALLOWED WITHIN TREES ARE ALLOWED WITHIN 10' OF THE OUTSIDE PERIMETER 10' OF THE OUTSIDE PERIMETER 100'' OF THE OUTSIDE PERIMETER OF THE SEEPAGE BED OF THE SEEPAGE BED OF THE SEEPAGE BED ELEV. - "A" (MIN.) ELEV. - "A" (MIN.) ELEV. - "A" (MIN.) - // i 6 "/i i i \�j%\/\� �,��j,�j,�� j,��j,��j,��j,��j,�� ELEV. ,�B,� �� ELEV. - "B" Lu "B" 3ELEV. a ELEV. - "C" ELEV. - "C" 3 (N V ELEV. - C 5 5 w J 5 5 w w vi Q m o m z bjJ s s am =w = >Q ~w �w F-W W U) 2 ELEV. - "D" ELEV. - "D" 2 2 N ELEV. - "D" z z 10 Z O z Q WIDTH VARIES, SEE ; � WIDTH VARIES, SEE Ln MAX. HSGW TABLE THIS SHEET MAX. HSGW TABLE THIS SHEET > Lu WIDTH VARIES, SEE = OR ROCK = OR ROCK �u MAX. HSGW M TABLE THIS SHEET ELEVATION ELEVATION OR ROCK ELEVATION 4 4 4 KEY KEY 1. ISPWC 801 OR ASTM C33 FILTER SAND. KEY 1. ISPWC 801 OR ASTM C33 FILTER SAND. 2. 3/4" - 2" ANGULAR ROCK. 1. ISPWC 801 OR ASTM C33 FILTER SAND. 2. 3/4" - 2" ANGULAR ROCK. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN 2. 2" WASHED DRAIN ROCK OR 3/4" - 2" ANGULAR ROCK. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION MINIMUM OF 1-FT TOP AND SIDES ONLY. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL WOVEN GEOTEXTILE 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 F OR 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN LANDSCAPE WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION AREAS. PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD 8202.23. STORMWATER DESIGN GUIDELINES SECTION 8202.23. SECTION VIEW A-A: SEEPAGE BEDS SECTION VIEW B-B: SEEPAGE BEDS SECTION VIEW C-C: SEEPAGE WITHIN PUBLIC ROW OUTSIDE OF PUBLIC ROW (COMMON LOT BEDS IN ALLEYWAY r-►A'B C SAND AND GREASE TRAP-\ SAND AND GREASE TRAP - - wLj w 5 LF OF 18"0 cv) Of ui r ---- --------- *m OPEN GRATE ADS N-12 HP w_1w SD SDI _ '�N -------- --------- ;QN z ------ - �w� I SDI z 18"0 PERFORATED 9V) ------- --------- mow= 5 LF OF 18'07;r ADS N-12 HIP � 'I L - - - J o�� O J ADS N-12 HP SOLID WALL PIPEfT SOLID LID 18"0 PERFORATED ADS N-12 HIP �� A B z TRANSITION 5' IN BED NON-PERFORATED 18"0 PERFORATED ADS N-12 HP. TO PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET TRANSITION 5' IN BED NON-PERFORATED TO I C z PLAN VIEW PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET O Lu PLAN VIEW - S > Q W - SAND AND GREASE TRAP PER WATERTIGHT CONNECTION MINIMUM 1.0-FT COVER FROM TOP OF BED TO C)PAVEMENT SUBGRADE IS REQUIRED. BACKFILL h Q Q ACHD REQUIREMENTS. REFER TO D cS° ACHD DETAIL BMP 01. 18"0 SOLID WALL ADS N-12 HP OVER BED TO SUBGRADE WITH 6"-8" MINUS m J SAND AND GREASE TRAP PER ) Z Q ADDITIONAL INFORMATION PER PLAN. PIT RUN. ACHD REQUIREMENTS. REFER TO (EXTEND 5' INTO SEEPAGE BED CONCRETE ALLEY SECTION. FULL ROADWAY ACHD DETAIL BMP 01. WATERTIGHT CONNECTION 18"0 PERFORATED ADS FINISH GROUND 18"0 PERFORATED ADS SECTION IS REQUIRED OVER SEEPAGE BEDS. Lu ADDITIONAL INFORMATION PER PLAN. N-12 HP N-12 HP 18" ADS CAP SEEPAGE BEDS SHALL NOT EXTEND ABOVE - SUBGRADE rW Q 0% SLOPE U ---- ------- - 18" ADS CAP Z W W 0% SLOPE Q ---- 18" PERF PIPE Q MINIMUM OF 20 WQ Q BAFFLE SPACING 4" OF J" CHIPS PIPE BEDDING MINIMUM OF 20" PERFORATION SCHEDULE 18"0 SOLID WALL ADS N-12 HP BAFFLE SPACING 3/8" PERFORATIONS IN VALLEY (EXTEND 5' INTO SEEPAGE BED) 4" OF " CHIPS PIPE BEDDING OF CORRUGATED PIPE. 5 EA ON 18". Lu cl:� GROUND WATER OBSERVATION WELL PER O DETAIL. EXTEND MINIMUM OF 1' BELOW Q THE BOTTOM OF SAND LAYER GROUND WATER OBSERVATION WELL PER PROFILE VIEW DETAIL. EXTEND MINIMUM OF 1' BELOW-/� THE BOTTOM OF SAND LAYER SEEPAGE BED (SECTIONS A AND PROFILE VIEW 0 SEEPAGE BED (SECTION C) z N SEEPAGE BED TABLE O m BED WIDTH DESIGN INFILTRATION SEEPAGE BED SECTION BED LENGTH (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) RATE (IN/HR) Z) SB #1 (PRIVATE) A-A 33 12.5 8.5 2736.32 2734.19 2732.13 2725.39 2710t 1,979 1 GENERAL NOTES z A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. 0 a SB #2 (PRIVATE) A-A 61 15.0 8.5 2735.51 2734.44 2732.38 2725.94 2710t 4,422 1 THE INFILTRATION RATES BASED ON TESTING VARY ACROSS THE SITE FROM 0.72 IN/HR TO 7 IN/HR. THE DESIGN INFILTRATION RATE USED IS 1 IN/HR, WHICH WILL NEED TO BE CONFIRMED WITH INFILTRATION TESTING DURING SB #3 (PRIVATE) A-A 147 15.0 9.5 2735.29 2733.73 2731.67 2724.23 2710f 8,576 1 CONSTRUCTION. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL ENGINEERING REPORT o "GEOTECHNICAL INVESTIGATION - APEX CADENCE SUBDIVISION" PREPARED BY ATLAS TECHNICAL CONSULTANTS, z z SB #4 (PRIVATE) A-A 167 17.0 10.0 2735.33 2732.88 2730.37 2722.88 2710f 11,604 1 DATED SEPTEMBER 9TH, 2024.ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. B. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. SB #5 (PRIVATE) A-A 58 12.5 8.5 2736.74 2734.62 2732.56 2726.12 2710f 2,520 1 C. BED WIDTH SHALL REMAIN CONSTANT. U z D. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER z SB #6 (PRIVATE) A-A 95 15.0 8.5 2736.12 2734.50 2732.44 2726.00 2710f 4,970 1 AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF ar- THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO O g SB #7 (PRIVATE) C-C 157 10.0 10.0 2736.06 2733.35 2731.29 2723.35 2710f 6,444 1 BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. E N G I N E E R I N G LL o SB 8 PRIVATE B-B 62 12.0 8.5 2735.71 2734.03 2731.97 2725.53 2710f 2,588 1 E. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. # (PRIVATE) 5725 NORTH DISCOVERY WAY F. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE o SB #9 (PRIVATE) C-C 51 10.0 8.5 2735.87 2733.25 2731.18 2724.75 2710f 1,786 1 INSTALLED PER ACHD REQUIREMENTS. BOISE,IDAHO 83713 O G. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. PHONE(208)639-6939 z SB #10 (PRIVATE) C-C 61 10.0 8.5 2736.50 2733.64 2731.57 2725.14 2710f 2,153 1 THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE kmengllp.com MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. H. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD DESIGN BY: LCK SB #11 (PRIVATE) C-C 56 10.0 8.5 2735.58 2732.94 2730.87 2724.44 2710f 1,952 1 INSPECTOR PRESENT. g I. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF DRAWN BY: JAD SB #12 (PRIVATE) C-C 37 10.0 8.5 2735.32 2732.70 2730.63 2724.20 2710f 1,292 1 THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. o CHECKED BY: LCK Q SB #13 (PUBLIC) A-A 63 15.0 8.5 2737.44 2735.84 2733.55 2727.34 2710f 3,296 1 F z DATE: JANUARY 2026 o SB #14 (PUBLIC) A-A 77 15.0 8.5 2737.33 2734.51 2732.45 2727.01 2710f 4,031 1 PROJECT: 24 287 c SHEET NO. c SEEPAGE BED DETAIL #1 C4.2 Lu NTS a N 2 S�pNAL fN LEGEND G� pENSF Oi WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 860 z O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER r- - - - ------ - - - ----- --- - -� O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- 1130126 0 0wo -III II III=III 4. e PIPEOSHALLOBECP ERFORATEPER RD PVC, SDRLOR L35E DWELLS BACKFILLED NREEN WITH THREE ' A IPMETREQUIRER IES6" ' i y��9TF OF I I=1TI=1 -n e --> 0 - I- - - -III=III=11 °•b °,p PIPE. DRILLED WELLS MAY USE 4" PIPE / N _ .. _ .. _ � , � /�/ C �(\ III-1i IIIIIIII E °.4. OO POLYPROPYLENEEFALTER FA RIC AROUND OP I GI AND BB TTOM, FABRIC OVER CHIPS/DRAIN ROCK ______ __� �P� i___ ________________ III-III- 0 A A =III=I = B 1/ L / i o o i ,III-11 3 co "-,>,"•," AP ",> _-> O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 5 3 NOTES: z PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR i STORM DRAINAGE FACILITIES i ~_ N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L- - - -- - - < Q 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 w o s ' N.T.S. o I1=1 11=1 1=1 1=1 11=1 1=1 11=1 I1=1 11=1 1= 18 I I—III—III—III—I —. 3 o —III—III—III--III IIII=III=1I1=111=i m I I 1-1 1=1 1=1 11=1 _ —III—III—III—I 1I- o ". �.e �Illllllill�l III .:. 5 II�1iiI�Ii�ll�l� -- z III z w -II = x $ �ii II 3 a w UTLET 6 SECTION CONCRETE COLLAR FLo Lq o BAFFLE WALL N> N.T.S. ELEV B FLOW- Z ELEV A O w a a ELEV D w ul INLET BAFFLE WALL a ELEV C 2p STD 9 SECTION A-A N.T.S. NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY 8„ LEGEND: p � z i MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) 3 H 1-FT USE GRADE RINGS (TYPICAL) N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS O EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 8 WATERTIGHT SEAL s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION IDAHO STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING ACHD STORM WATER DESIGN 2015 SAND AND GREASE TRAP STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER FOR PUBLIC WORKS GROUNDWATER CONSTRUCTION CONSTRUCTION GUIDELINES BMP 01 OBSERVATION WELL SD- 627 OBSERVATION WELL SD- 627 1 OF 2 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 rl z Q NATIVE MATERIAL OR MIN 2' O J WIDE ASTM C-33 FILTER SAND z WINDOWS AT LOW POINTS. LENGTH DEPENDENT ON z q INFILTRATION REQUIREMENTS (TYP) z EDGE OF TRAVEL WAY 0 O W z GRAVEL N G SHOULDER > Q LL.I N Q C) BACKSLOPE, GRASS Lu — 0 ALLOWED U - q PLAN z LLJ W N.T.S. uj M 2 Q 3' GRAVEL OR WIDTH, SEE NOTE 5 Q PAVED SHOULDER SEE NOTE 4 U EDGE OF DEPTH, VEGETATION TRAVEL WAY SEE NOTE 5 SEE NOTE 2 uj 2% w 4'' SCOPe MqX 3' S opE MP CL y , A � NATIVE SOIL GRAVEL THIS SIDE ONLY GRASS ALLOWED NATIVE MATERIAL ON BACKSLOPE ONLY OR 3' DEPTH OF ASTM C-33 FILTER SAND WINDOWS z 3' O a 2' MIN rri U Z) 3 MIN 3' SEPARATION DITCH INVERT TO GROUNDWATER/ o BEDROCK REQUIRED o SECTION A-A MAX GROUNDWATER z a O N.T.S. ELEVATION U Yar- Z NOTES: O g 1. BORROW DITCHES SHALL BE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE 0 STORMWATER. SIZE FOR 100-YEAR DESIGN STORM. E N G I N E E R I N G 0 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLOPE OF 5725 NORTH DISCOVERY WAY BORROW DITCH MAY HAVE GRASS. BOISE,IDAHO 83713 O 3. IF SAND WINDOWS ARE USED IN LIEU OF CONTINUOUS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS PHONE(208)639-6939 z TO SHOW INFILTRATION OF 90% VOLUME IN 48-HOURS IS MET. kmengllp.com 4. 4:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS >45 MPH, 3:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS <45 MPH DESIGN BY: LCK a 5. BORROW DITCH WIDTH AND DEPTH VARIES BASED ON SIZING REQUIREMENTS 2 6. CURBING MAY BE REQUIRED DRAWN BY: JAD 0 7. USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS CHECKED BY: LCK Q V DATE: JANUARY 2026 2017 BORROW DITCH STANDARD DRAWING z o ACHD STORMWATES DESIGN DETAIL 5 PROJECT: 24-287 c SHEET NO. c > Lu n a0 a N 2 KEYMAP II (x ., ASS\oNAL fN�i I II I \CENSF �L � 1 1 �a I 860 (n� 1130126 0 9� qTF OF \�P �Iv C. Y, z J y y y y y y t Q I I I i N WW I 1 I E • SEWER ALIGNMENT "C", E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E iE ail - y y y y y y y y y y y z 3 I I E SEE SHEET C5.1 E E E E E E E E E E E E E E E E E ro I y y y y y I( Q I I I w I I E I E E E E E E E E E E E E E E E E E E E E E I E y y y y y y I I Cn a I I a 6"S E E E E E E E E E E E E E E E E E E E E IE SHEET NOTES �O I d I I 3 I I E I E E E E E E E E E E E E E E E E E E E E E �? E E E E E E E E E E E E E E E E E E E E E E Q y y y y y I I I I I o I E I E E E E E E E E E E E E E E E E E E E E E I A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER `�' `�' `' `' `' `' �JI `' N • 6 I '�" +`6 Pfy'--K'-6�(RJ,1 6 P� 1 6�PI y ,�-„ _ I I ti E z IE E E E E E E E E E E E E E E E E E E E E IE NOTES. y y y SSMH #13 (60-INCH) 1 I J E E E E E E E E E E F SSMH #11 (60-INCH) E E E E E 3 z 1 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SEWER ALIGNMENT "B", y 00 y y y y y y y y y W y STA:3+57.92 OFF:0.00 I E E E E E E E E E E E E STA:2+85.50 OFF:0.00 E E E E E IE SEE RIGHT, THIS SHEET • RIM:2737.37 _ I 0 00 E I E E E E E E E E E E RIM:2736.78 E E E E E C. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE y y y y y y y rn INV IN:2716.51 8" PVC - - - - J _ ca �- F F- F F- <- E� E E E E INV IN:2717.75 8" PVC E E E E E IE FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER y y y y `O 911, 12"w 12"w 12"w 12"w 12"w INV OUT:2716.41 8" PVC ;� � II Q E F F E E E E E E E INV IN:2717.75 8" PVC E E E E E I MANHOLE. //111d I � E - 4- {-INV OUT:2717.65 8" PVC 4- �- � �- 4 �E y y yE E E E E E D. ALL SEWER PIPES SHALL BE SDR-35 CLASS PVC OR y I y II E. BINGLEY LN. 12 �- s"w 8"w 8" CO)CO,u; " y y y y y I _ _ _ y y y y y y y O +04 E� 0 CITY OF MERIDIAN APPROVED EQUAL. N y y y y y 0 2+00 163• 8"S�-- 8"S 8"S - 8"S E I a 1 00 a I Z y y y I y �� - E =III Ec E. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 0 SSMH #11 (60-INCH) O"S 8"S 8"S s 1s3� I I 8"S 8"S I'S M 8"S 8"S 8"SI I OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THESTA:1+00.00 OFF:0.00 y d EXISTING SSMH #14 (60-INCH)i JIM d S. MOUNTAIN JAY LN. b I ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC � 2 RIM:2736.78 9 STA:4+00.53 OFF:0.00 - Lu 12"w 12"w 12"w i2"w �0 0jrr " " 8'w , 8' 8"w 3 I SD-507. LINV IN:2717.75 8" PVC RIM:2737.92 - SEWER ALIGNMENT "F",INV IN:2717.75 8" PVC N y y y y y y y y y y y y y y F. INSTALL STANDARD SERVICE MARKERS PER CITY OF INV IN:2716.23 8" PVC a SEE SHEET C5.3CR2 #10 (48-INCH) • - J MERIDIAN STANDARD DRAWING SW3. yINV OUT:2717.65 8" PVC y y y y w y y y y" y y y y INV OUT:2716.13 8" PVC +00.00 OFF:0.00 F E E -gel- 4'('I E E 4"PI6"PI 6 PI t"P�Y�6 PI 6 1 0- y I f736.03 E Z - g G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SSMH 12 60-INCH - w 3 I :2718.60 8" PVC E 0D J N E SSCO #32 o z# ( )- � > � I � - � o, SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY STA:3+24.50 OFF:O.00R ° yO o I - - N:2718.60 8" PVC E � } E - STA:4+87.49 OFF:0.00 0_ w m w w m EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR y y y y y I y RIM:2736.78 I � �, I INV OUT:2718.50 8" PVC I E E RIM:2736.37 N TO INSTALLATION. SERVICE LENGTH AND INVERT ARE y y y y y y I INV IN:2716.75 8" PVC I y (D ```u � z le E INV OUT:2718.56 8" PVC w y y y y y I y I BLOCK 1 INV OUT:2716.65 8" PVC I W i 8 / SEWER ALIGNMENT 'A", Co uj N E 0 CENTERLINE SOFBSEW R ALIGNMENT. IONING TAKEN FROM y y y y y y y U S SEE LEFT, THIS SHEET E y y y y y I y I I I I a I OJ I E E �� v H. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC y y y y y , I O O I O O y cai nt� I °D °'� O E SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM l I I ly Wj N I I M..Z L I iD y y y y y I y N I I E w E � THE PROPERTY LINE TO SANITARY SEWER MAIN. G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCLED WATER MAIN EASEMENT. ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT " 6" PLAN AND PROFILE CIVILACRONYMS STA - SEWER ALIGNMENT STATION 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 N - NORTHING E - EASTING Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' L - LENGTH SEWER SERVICE INV - INVERT ELEVATION OF PIPE RIM - MANHOLE RIM ELEVATION SSCO - SANITARY SEWER CLEANOUT SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN APPROVED EQUAL 2750 2750 2750 2750 KEYNOTES ® z J J O UTILITY MAIN/MAIN CROSSING z i 00 c) MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION - O z _ PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER v) 0 2745 � w NOTE 2 SHEET C1.1 FOR ADDITIONAL = z �,v d o 3" 2745 2745 N 2745 INFORMATION. > Q W z z =00 =00 =00 = �C 00 ui z o _ 00 z o _ 00 0 0 00 i- 00 z O cn z v o - z .. z .. z .. w O =0 O Z Z j 00 °° +n I 0° +n j Co =o r� =o z o ao 0 © UTILITY MAIN/SERVICE CROSSING m W 00 «7 0 O O 0 O O It M N (C) U 0 00 LL o0 00 Q Q (o r r co r (o (o (p (n�`�N (p z .. - - j w i� MAINTAIN VERTICAL AND HORIZONTAL \\ o r 0 00 (6 N r 6 v>'n rn N 00 00 0 0 O 0 Lo CO p +n POTABLE/NON-POTABLE MAIN/SERVICE OR Z / OIL N�� M�M � I� O^ � 00O OO I\ I\ 0(6 r r, N 0 r N �r n N z+ cv co co _ oo �: rn 00 SERVICE/SERVICE LINE SEPARATION PER CITY OF Q O - 2740 O M N N N V) N ~ +n M N z o 2740 2740 0"� ao �_ N � '� 2740 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 Q m + 0 ~ N - O �"' � '� `\' SHEET C1.1 FOR ADDITIONAL INFORMATION. 2±(yZ Z O 2r�N Z O 2MNZ O Na� > > 000rr- N �r�jNN H 0N W Q �Q EXISTING GROUND �Q > > �Q > > W�� z z_ �o M N N +r- z z � 00�`� � N�- z z z I co z ��- z z +� z z FINISHED GROUND 2 N N - - o O't N 0 U ~ ~ - - - - - - - _ N - - o �Q� > > > c� •• •• 1. REMOVE CLEANOUT AND CONNECT TO EXISTING 8" SEWER z Z Z FINISHED GROUND a > > > EXISTING GROUND N N z z z cn�m > W - N N E z MAIN PER CITY OF MERIDIAN REQUIREMENTS. W _ w w 5 - - - - - - - - - - - - - - - - - - - - - - - - 2. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWING S1. Q W Z Z 2735 2735 2735 2735 U 3. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM � J J STRUSHED ANDARD DRAWING . WIDTH PERE PER TY OF PLAN, MINIMUM MIAN UM 14' w W Q Q _ > 1 0 WIDE. N (n N 2730 2730 2730 � - N - 2730 N 2725 2725 2725 2725 z N O u a 3 U m 2720 2720 2720 2720 D z OC Z N z O 181.00' of 8" PVC © 0.41%7 198.50' of 8" PVC @ 0.41 i^ 2715 219.50' of 8" PVC C� 0.41% 2715 2715 2715 (, Y 28.42' of 8" PVC @ 0.49% Z 37.62' of 8" PVC @ 0.48% O 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ENGINEERING L.L FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY N 271 0 271 0 271 0 2710 PHOINE(08)O 837139 O kmengllp.com z M 00 (o I� 00 rn n r7 ro r7 M N r7 ro M M n M Ln N r- N O N (o 00 N M L (o (o (o (o (o (ti 0J 0 (6 0 0 0 0 0 0 DESIGN BY: LCK (o (6 (D (o (6 (o (o 6 (o (6 rM (6 rM 6 rM (6 M 6 (D N N ^ N ^ N ^ N ^ N ^ N N ^ N r N N ^ N N N N ^ DRAWN BY: JAD a N N N N N N N N N N N N N N LJ� o CHECKED BY: LCK Q F DATE: JANUARY 2026 z 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 PROJECT: 24 287 c- SHEET NO. c > Lu V J n 5. a N 2 KEYMAP NTS ASS\ONAL fNG,i I \CENSF �L r 860 1130126 0 9� qTF OF SEWER ALIGNMENT "B", W W W W SEE SHEET C5.0 SSMH #9 (48-INCH) SSMH #7 (48-INCH) y 'STA:4+11.44 OFF:0.00 z N STA:1+70.94 OFF:0.00 W RIM:2735.84 J SEWER ALIGNMENT "L", OBfR�O5i RIM:2735.18 'INV IN:2719.40 8" PVC I 'I' Q I SEE SHEET C5.6 SHEET NOTES SEWER ALIGNMENT "D", W W INV IN:2719.40 8" PVC WI - - - - - - - - �_ sl QINV IN:2720.57 8" PVCQSEE RIGHT, THIS SHEET y z yrt F F F F F F F A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWERINV IN:2720.57 8" PVC INV OUT:2719.30 8" PVCINV OUT:2720.47 8" PVC # ( ) Wy WWWWWWy WWQ S8 ..B ' SSMH 8 48-INCH ' w y � � � � � y � w w � w z N E E E E F w w o NOTES. _- _ STA:2+54.46 OFF:0.00 SSMH #26 (48-INCH) RIM:2735.23 ( W W STA: 4+80.79 y �I _ _ _ _ _ ) y� W n 41 INV: 2726.28 O I I r r- E STA:1+36.00 OFF:O.00L B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. INV IN:2720.13 8" PVC �J I I I I E RIM:2735.61 Ly- -'�/� L: 60.0' �� I I INV IN:2722.03 8" PVC C. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE 1 INV IN:2720.13 8" PVC vi 4 INV OUT:2720.03 8" PVC �_ I I I I oo INV OUT:2721.93 8" PVC FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER e W I I I I BLOCK 1 I y MANHOLE. SSMH #6 (48-INCH) co zo 00 )z SEWER ALIGNMENT "F", I I SSCO #270 s � I I @ I STA:1+58.00 OFF:0.00 D. ALL SEWER PIPES SHALL BE SDR-35 CLASS PVC OR STA:1+00.00 OFF:0.00 0. N SEE SHEET C5.3 I I o I CITY OF MERIDIAN APPROVED EQUAL. RIM:2735.33 I I RIM:2735.65 N a� pow 8' a"w 8'w 8'w w 8'w �o �o, I I '90• 2" INV OUT:2722.47 8" PVC Z INV IN:2720.96 8" PVC 8'-S 82 0 8 w 3 0" E. AMBITION LN. 4+00 +00 I I SSMH #8 (48-INCH) / 1 OO E. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY INV IN:2720.96 8" PVC e° 8"S "S 8"S $ 8"S 8'1SI,81'S s I I STA:1+00.00 OFF:0.00 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE N INV OUT:2720.86 8" PVC is 'oa Sao so 0o I RIM:2735.23 oo; 17p•_ ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC > - INV IN:2720.13 8" PVC- z SD-507. w 18 SD INV IN:2720.13 8" PVC o 2 F. INSTALL STANDARD SERVICE MARKERS PER CITY OF 0 N y y IIALLEY "C" INV OUT:2720.03 8" PVC] II o w y W W W W 4"P4 "PI - "PI 4'PI 4I'm 53 4"PI - 4"PI 51 a'Pi """ - MERIDIAN STANDARD DRAWING SW3. SEWER ALIGNMENT "E", �I - - - - - - - - - ° - - - - - - i ° r - - - - - - - - - -4�- 4PJ LPL zco vWiz SEE SHEET C5.2 I I °°z �z G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER ?3 I I BLOCK 1 3 SSMH #10 (48-INCH) I BLOCK 1 I I I I SEWER ALIGNMENT "C", �O UQ L SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 00 STA:5+86.44 OFF:0.00 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR RIM:2736.03_ SEE LEFT, THIS SHEET o I F- o - Q TO INSTALLATION. SERVICE LENGTH AND INVERT ARE W W W I L - - - - - - - - \� - - - - - - - - I INV IN:2718.60 8" PVCr I I I - < BASED ON STUB LOCATION. STATIONING TAKEN FROM c° CENTERLINE OF SEWER ALIGNMENT. y y IW - - - - - - - - - _ _ _ _ _ _ - - wiz INV IN:2718.60 8" PVC I I I I w� S� W W W I� W I w 3 I INV OUT:2718.50 8" PVC I I I 97 i I 98 99 0 H. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC O y I 98 w °° 55 I I 49 I I I I 00 SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM z O O I I I I I I `O 02 THE PROPERTY LINE TO SANITARY SEWER MAIN. / W W W I� w L SEWER ALIGNMENT "L", - - SEWER ALIGNMENT "G", Ov - - - - - - - - I m I - I SEE SHEET C5.6 u SEE SHEET C5.4 J - _ _ _ _ _ _ _ _ _ G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, \ W W y W I >- ,� } F CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP / CO I W Q vi co I � I I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCLED WATER MAIN EASEMENT. - - - - - - - - - - - - - - - - - w - - - - - - - -I _ I- - - - - CIVIL ACRONYMS STA - SEWER ALIGNMENT STATION N - NORTHING E - EASTING L - LENGTH SEWER SERVICE INV - INVERT ELEVATION OF PIPE RIM - MANHOLE RIM ELEVATION ALIGNMENT "C" PLAN AND PROFILE ALIGNMENT " D" PLAN AND PROFILE SSCO - SANITARY SEWER MANHOL T SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 APPROVED EQUAL Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" =50' Profile Vertical Scale: 1" = 5' KEYNOTES ® Z Z w w J J O UTILITY MAIN/MAIN CROSSING Z -J O O MAINTAIN VERTICAL AND HORIZONTAL O a- 0 0 POTABLE/NON-POTABLE MAIN LINE SEPARATION - O PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Ln NOTE 2 SHEET C1.1 FOR ADDITIONAL Z 2750 2750 2750 2750 INFORMATION. > Q W Z Z E p 2i Q Q © UTILITY MAIN/SERVICE CROSSING co MAINTAIN VERTICAL AND HORIZONTAL Z W Q Q POTABLE/NON-POTABLE MAIN/SERVICE OR � O a SERVICE/SERVICE LINE SEPARATION PER CITY OF Q 2745 1 2745 2745 2745 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 W Q U 0 141 SHEET C1.1 FOR ADDITIONAL INFORMATION. U vz=0o0 ± ^ = � - � _ N r7OO -INCH " " TYPE CLENOUT PER CITY OF v z o o - °° °° 1. INSTALL 8 Z zCo Cozuj . . MERIDIAN STANDARD DRAWING S1. `ZGz_J �LZz_Ju Zao 0 � � ao Zao Co � 00 00 v . _ o O � PO � Z L_ 00 00 L 00 0 V) Ln O 0ao a o I 0 00O OO 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM Q U- o 00 of cD co ao N 00 o I- � O ro ro O N o(DN � o 2740 CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN Q WI O co c0 00 a0 f 2740 2740 O 2740 00 - O 00N 00 O O 7O O 00 0 i I o i I - 00 STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' 7 � a1 U WIDE.O� � r N r,OI, cod- to r ON � (V N Ln N N EXISTING GROUND = N + + z z +Z§z PO toZ 0 +rO w± zz M o Q Q zz O C14 N C14ZZ o >> > �� > > > > >N N N� N z N zz FINISHED GROUND nnoz z Ezz z � zzz � N�� Z Nam » > 2735 -- - - - - - - - - 2735 2735 - - 2735 D FINISHED GROUND EXISTIING GROUND I � 2730 co a o 2730 2730 I 2730 Z N N x x N m .01 >a m U 2725 1 11 2725 2725 2725 z OC Z N G 0 2720 I I 2720 2720 2720 U Y 18T .99' of 8" PVC 0 2.32% 66.95' of 8" PVC C�? 0.43% I 0 = 152.99' of 8" PVC @ 0Or- .41% 32.04' of 8" PVC @ 5.62% g 79.51' of 8" PVC @ 0.43% � 171.00' of 8" PVC (� 0.41 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT E N G I N E E R I N G L.L 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY N 2715 2715 2715 2715 PHOINE(08)639-6939 0 kmengllp.com Z N cli v N Ln Ln Ln Si co co u-i Sri DESIGN BY: LCK r7POr7 r7 M a N N N N N N N N N N N N N NNNNN N DRAWN BY: JAD o CHECKED BY: LCK F DATE: JANUARY 2026 Z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 0+50 1+00 1+50 2+00 PROJECT: 24 287 c- SHEET NO. c > V n 5. 1 W a N 2 KEYMAP II ® NTS CIS AL fNG,i ' ENSF ti I r - i= 860 r° \T 100;>o E E / v'� 1130126 z, Q A I r E <-'oo E 9� qTF 0 f ��P !-� J E T E E �. '• C. K� - - E O E TpF� E TOp\E E E E E E E E\ E E O.O T\A^ EOF E\ E E E TOP,� , !I \ I E E \ F�"\E OFE E�E E E c E\E T0p�7�47-101vm;;77 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E �E E O.E \ E E E E E lO„Zb lb lO„Zb 10„Zb lO„Zb lOZb lO„Zb 10„Zb IJ„Zb IJ„Zb IJ„Zb IJ„Zb IJ„Zb 19„Zb IJ„ lO,. \ TT E EId„9 Id„9 Id„9 Id„9 Id„9 Id„9 Id„9 I Id„9 Id„9 Id„9 I „9 Id„9 Id„9 I ,.9 Id..9 E\ OPE E E E E E 0E E T- - - - - - - - - E\ ETO E ETOp E E r0,@ E E R'4wSOTQp = SEWER ALIGNMENT "K",- �E E � E E E E TodSHEET NOTESSEE SHEET C5.6 \I 2 I I 1 I / -A E E \ /oE \� E E�TOp�E � E E E 2I0 / 0% / �\ � � TOPS E- E �_ w E E E �E E E E E E E TO SSCO #35 I I I I I 1 /E /\ E E\ E\ E E E E 0P�� E STOP -TOE Q E I RIM:2737.84 I 1 0 o I I I / / v \ TOP Top 0 1 1 0 o I o o I \ �? E \ E E E E E ESE' A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER INV:2732.20 4" I o rn 1 I ,n o un o Un o ,n 0 1 `n rn `n 0 rn / / ce zn TOP "t �j 0 1 1 0 00� I (6 N �O I 00� E E / \ F� E E E 4 � E E E E E E � � TOP � NOTES. E STA: 1+08.00 O 1 cD r7 N �p N +N N O N I N �/ /E BLOCK 1 E\ �E E E (� E E E -TOP �rn II +� O 06) I +M +M I +M +M I I +to +M. 1 +r7. ri� / / \ 1� INV: 2733.69 I o r in in I in in �n �n r N b 19.48' of 4" PVC ® 2.00% 1 I N cv i 1 1 N N N I N N � "�N 1 I '"�N N � I I N +,� / / / /\\ � IQ zb e �E� �E B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. L: 19.5' Q .. CD N r7 �+•� I'`) I M M r7 I� O E E E E• E E _ - _ 2 SSCO #36 I �z +r m 1 I �> �> > > > > 1 �> �N ,zb 0 1 I I z E E \ E F- _ E E Topes C. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE E RIM62738.34 I I N_ N I I z z I z J z 1 1 z J z I N_ a> / / / / / Idi,B�- F _ to„zb , FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER z I z / d„9 E MANHOLE. INV:2733.30 4" I a> I I 1 I _ �Q E�° STA: 1+00.00- - /3 - - N - 1- - - - - J - - - - - J L - - - - - _ / a` E /STA: 5+68.77 / / � d„s TOE N- INV: 2733.86 �� / / INV: 2731.41 / / ' J�TOP� D. ALL SEWER PIPES SHALL BE SDR-35 CLASS PVC OR F L: 95.9' S \ / / L: 39 2' / / ' ' 7 CITY OF MERIDIAN APPROVED EQUAL. N E. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 1 95.89' of 4" PVC ® 2.00% 73s 8"S 8"S 8"S Sh' �o� , � / / STA: 6+26.63 / OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE _u E E E S. OWL SUMMIT LN. $"S N \ / INV: 2731.18 o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC � 2 54.75' of 4" PVC C� 2.01% 135' 8"W 8"W 8"W 8"W 8"W 8'W p. 8"W 8'W ap w 1 8 IN \ L: 35.3' STA: 6+96.38 0 SD-507. w O SSCO #34 / SSMH #2 (48-INCH) SSMH #3 (48-INCH) \ INV: 2730.88 +o 7� Q w I I RIM:2737.78 00 STA:1+22.00 OFF:0.00 STA:4+48.93 OFF:0.00 e 8„ \ L: 35.6' N u-) 0 - o z F. INSTALL STANDARD SERVICE MARKERS PER CITY OF INV:2731.94 4" RIM:2737.45 RIM:2736.34 S +r- to w MERIDIAN STANDARD DRAWING SW3. m I 1 �2 E E INV IN:2729.07 8" PVC E E 81 E E E 8'iv Q> r7 N 41.09' of 4" PVC E E E E E 4��i E4'PiE INV IN:2726.18 8" PVCi E SSMH 4 48-INCH Nz � w # ( ) Q �� co G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER I I I 41.58' Of 4" PVC r- - - -INV IN:2729.40 4" PVC r - - - - - - - INV IN:2726.51 4" PVC- - - STA:5+26.61 OFF:0.00 z E E co- J o lu SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY INV OUT:2728.97 8" PVC INV OUT:2726.08 8" PVC RIM:2736.00 iy S 8'S o' - E - I it I I BLOCK 1 � E O� _ - � _ � EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR INV IN:2722.21 8" PVC v J TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 1 1 SSMH #1 (48-INCH) 1 - - - S�/ ass w E STA:1+00.00 OFF:0.00 82 INV IN:2722.21 8" PVC - - \ 8, M/I•�iT - f- BASED ON STUB LOCATION. STATIONING TAKEN FROM 1 1 RIM:2737.41 I I I INV OUT:2722.11 8" PVC ��/(/ Q CENTERLINE OF SEWER ALIGNMENT. IE I I -INV IN:2729.54 4" PVC ` - - - - - - - ` - - - - - - - - I I STA: 6+00.35 1 E 8•w "S - _ N - - - - - - - - - - - - - - - - - - 0� INV: 2731.48 H. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC C I INV OUT:2729.21 8" PVC 1 I I I I F E _ _ IE I L - - SEWER ALIGNMENT "I",-I N I z I I� 1 L. 48 7 SSMHI 5 48-INCH a Vy �° o sQ a••S 8+5p THE PROPERTY LINE) TOITSANITARY SEWH MINIMUM SLOPE EN 2% FROM o E 77 I 83 w @ # ( ) E r9 N I IE °f 1 - - SEE SHEET C5.5 z 1 I� I 1 Z I� = STA:6+84.13 02760.00E E O SSCO #29O G. NO PERMANENT STRUCTURES INCLUDING BUILDINGS, ,,,,, Q r - - - - - RIM:2735.35 � SSMH #6 (48-INCH) � a"� ( L - - - - - - - - J - SEWER ALIGNMENT "H", J co L - - - - - - - E E STA:8+49.64 OFF:0.00 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 1 I _ _ _ _ _ _ _ _ - �,v I INV IN:2721.48 8" PVC STA:7+87.64 OFF:0.00 w E IE 1 1 Q - SEE SHEET C5.4- - - - - - - - - 0 E E RIM:2735.30 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND I 1 I 1 I z I INV OUT:2721.38 8" PVC E E RIM:2735.33 J INV OUT:2721.21 8" PVC SEWER, OR RECYCLED WATER MAIN EASEMENT. E 11 1 LL' 76 I 1 84 < `° I 1 @ I I E E 0 E INV IN:2720.96 8" PVC z _ IE I rn 1 1 1 00 O h O I I E E E�E E INV IN:2720.96 8" PVC J E - - - - - - - - - - I I LLi 1 1 - E E E E E F F F F - INV OUT:2720.86 8" PVC z SEWER ALIGNMENT "C", - - - - - J - - - - - - - - - S, S„ - O SEE SHEET C5.1 _ E ��j? E1 E E E - - - - - - - - - - - - - - - - - - - - - - - - - " _ CIVIL ACRONYMS N I I I I I I _ E E E m 1 I IA I � I I� E E I r I I F I .� E I � STA - SEWER ALIGNMENT STATION Q N - NORTHING SEWER ALIGNMENT "L", "' E - EASTING SEE SHEET C5.6 L - LENGTH SEWER SERVICE INV - INVERT ELEVATION OF PIPE RIM - MANHOLE RIM ELEVATION ALIGNMENT " E " PLAN AND PROFILE SSCO - SANITARY SEWER MANHOLE T SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN 0 50 100 150 0 5 10 15 APPROVED EQUAL Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' () KEYNOTES ® O z w J O UTILITY MAIN/MAIN CROSSING z --� Li- MAINTAIN VERTICAL AND HORIZONTAL O 0 POTABLE/NON-POTABLE MAIN LINE SEPARATION - O PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER (� NOTE 2 SHEET C1.1 FOR ADDITIONAL z 2750 2750 INFORMATION. > Q Lu Z Ei � a © UTILITY MAIN/SERVICE CROSSING m uj z MAINTAIN VERTICAL AND HORIZONTAL Q POTABLE/NON-POTABLE MAIN/SERVICE OR z O z o w z SERVICE/SERVICE LINE SEPARATION PER CITY OF �l 2745 0 0 ��: w --z w DC _ I o ^^v z O v 2745 SHEETMERIDIAN REQUIREMENTS. EADDITIONALEINFORMATIONE 3 Q W z� z� 00 oo ��^ o v�" =0 vZ cn 0 0 U 1 0 N I o I, o °' 0 - - 00 =o aO o - 00 =O "-_00 O - 1. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF Z Z o N N o,n ooi o�i °N° ?� °� o z oo °° Z o V) z o CO w o �_ MERIDIAN STANDARD DRAWING S1. Lu I"I"I W I� N NO� I�04 r N 0O - 0 N 00 NN N ��`�� N 000 O Iq 6� O O N O M N N r) N N H O t6 c6 r d O N N N N r, N cy 2. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC w Z 2740 =±'� z o =+; z z o M 0o M � � N o N N N u r, N O rM O o � coo N 2740 STANDARD DRAWING SD-506A. V, N - c0 cD I� 00 N 1- N O) �Q > >_N » > FINISHED GROUND +� � N N M N N j +� z o C°00 � N N � N�� (N N FE Z z N N O' z z z I ='t N z z o +'� z z =cO N - +``� o ' D 3. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM J 2�N - - � � .. .. � zz +I� EXISTING GROUND a > > > > > _ N - - O o 00 N o CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN Q cn�- zz z N�� » > cncno z z �Q » > C)Q� > W co co o- _ _ _ N N z z z - (n z z z co z STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' LLJ N WIDE. CL 2735 - - 1 2735 1 � - I � ' I V) , o 2730 N 2730 _ z x O N N lv1 a 18.00' of 8" PVC ® 0.78% I U 2725 2725 z 322.94' of 8" PVC 0.86% o 73.71' of 8" PVC @ 5.25% z 0 i^ 2720 2720 u Y 153.52' of 8" PVC Q 0.41 Z U 99.51' of 8" PVC @ 0.42% L58.98' of 8" PVC ® 0.42% ar- 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ENGINEERING L.L 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O U PHONE(208)639-6939 z kmengllp.com CO in n c0 M r7 N 0) LO 00 in co N O 00 � M N O N N N N in � r7 N 00 n 00 N co co co uj cp cri Sri Sri ui DESIGN BY: LICK r7 O r7 O r7 O M O M O M O M O M O M O r0 O M r7 V) V) r0 N N ^ N ^ N N r N r N N N ^ N N N ^ N N ^ N ^ DRAWN BY: JAD �/ a N N N N N N N N N N N N N N N Or o CHECKED BY: LICK Q F DATE: JANUARY 2026 z 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 8+00 8+50 9+00 PROJECT: 24 287 c- SHEET NO. Lu c V n 5. a N 2 KEYMAP II ® NTS ASS\ONAL fNG,i I \trENs 'y r I 860 1130126 0 9� qTF OF W C \y< Id 9, 1d 9 IdN Id 9� �d 9 7 dfl9 Id 9-> _> fd„9 Id„t - Id„9 _> -> Q-> Id",9 Id.�3 4 Id„9 I4„9 4 Idt9 Id„9 9 I ' 'Id„9 I 94.03' of 4' PVC Q 2.00% _ SSMH #17 (48-INCH) ISTA: 1+77.39 - - - - - ' ' - - - - - - - - � r - - - - - - - - - - - - - - - � � -STA:5+20.38 OFF:O.00R I F - - - - - - - - I r - - - - - - - - � I I O$ INV: 2732.83 50.06' of 4" PVC ® 2.02% I I BLOCK 1 RIM-2736.07 L: 94.0' ISSCO #40 O I I I I I INV IN:2727.13 8" PVC OSSCO #39 IRIM:2736.18 I 11 12 I i 13 14 I I 15 16 I I INV OUT:2727.03 8" PVC 19 20 21 22 I I RIM-2737.05 _ _I INV:2730.95 4" I OBfR�O5i INV:2732.01 4" 41 52.52' of 4" PVC I I I I I I 17 18 I I - SHEET NOTES � 0o wo I (0o 0) I I (0 O� ^ own "� O °' °O' a19.48' of 4" PVC @ 2.00% � n �00 au�0 �M N (D N F A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWERSTA: 1+71.39 0 ON ON o 0) 0) a O N N I I Q i ar II II + + - + Cn (n I NOTES.+-0 + n + o +rn io +r o n n oINV 273240 r N Nao ON O Nof N f r- d23 L: 19.5' cf 06 1)Ncf of N cf N06 N � N4 � � � It It � � 0a� > > > � > � B. STATION ING BASED ON SEWER ALIGNMENT CENTERLINE. SSCO 38 z z z z ( z L - - - N z NZ N_ J z J z _ nz J nz Cn z J J ( z J J RIM:2736.21 I C. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE INV:2731.00 4 / _ - I - - - - I L - - -I I - - L - - - - _ _ I m FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER I - J L MANHOLE. STA: 1+65.39 O INV: 2731.35 I I L: 74.5' D. ALL SEWER PIPES SHALL BE SDR-35 CLASS PVC OR � I `�: � � I FL I 55.01' of 4" PVC \\ CITY OF MERIDIAN APPROVED EQUAL. N r� 12"W 1 'W 12"W "W 12' 12"W 1 "W 12" "W 12" 12"W 12"W 12" 111I SSMH #15 (48-INCH) p0 3+0 S. WARBLER NEST LN. 5+ 0 6 00 +00 E. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY ZO STA:1+56.69 OFF:0.00 8, $" 1, 8"S 8"S 8"S "S 8 8'S 5 _ - RIM:2735.57 3 SSMH #18 (48-INCH) - OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s - Ln ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 2 INV IN:2721.53 8" PVC �� ° STA:7+68.30 OFF:0.00 SD-507. w Lu INV OUT:2721.43 8" PVC \ RIM:2736.81 L w SCL TA: 1+48.69 III V) 4 r r Ir Q JII INV N3vI N:2 y0702 895 4" I P-VC- - F. INSTALL STANDARD SERVICE MARKERS PER CITY OF INV: 2731.02 INV IN:2728.95 4 PVC MERIDIAN STANDARD DRAWING SW3. L. INV ouT:2728.62 s" PVC - . c° cD � 25.62' of 4" PVC 02.03% (- o c 0 c0 `° `° `° O u>r r Lqto O N � 0) G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEW E R N 4 L N °' ICo1 SSCO #37 N _N N "� twoo SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY N "+ + +M + +M' I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIO R `n r `n I` I ` n I + + `n + `n + � +RIM:2735.88 n v `n n r `n N N U) (D r TO INSTALLATION. SERVICE LENGTH AND INVERT AREINV:2730.50 4" Nro N ( n„Z( M„Z( > ro > ro ro ro BASED ON STUB LOCATION. STATIONING TAKEN FROM 28.38' of 4" PVC z n n w CENTERLINE OF SEWER ALIGNMENT.n > J n nQ z -oj nQz , nQz , n z n z J n z JIn n z s.,9 SA SEWER ALIGNMENT "I", MOUNTAIN JAY LN 36 3 Q SEE SHEET C5.5 H. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC 44 O O 40 O I O I SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROMSSMH #10 (48-INCH) w STA:1+00.00 OFF:0.00 0 LSSMH #16 (48-INCH) L - - - L - _j - - - THE PROPERTY LINE TO SANITARY SEWER MAIN. �50 RIM:2736.03 STA:2+02.38 OFF:O.00L 4 OF G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS,INV IN:2718.60 8" PVC RIM:2735.80 LLEYB SEWER ALIGNMENT "B", INV IN:2718.60 8" PVC INV IN:2722.85 8" PVC A CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP Q ROOTING BUSHES TO BE WITHIN PUBLIC WATER ANDSEE SHEET C5.0 _INV OUT:2718.50 8" PVC NV U : . V - b - � - SEWER, OR RECYCLED WATER MAIN EASEMENT. _> _> -> i -> I I I w r r SEWER ALIGNMENT "C", SEE SHEET C5.1 CIVIL ACRONYMS STA - SEWER ALIGNMENT STATION N - NORTHING E - EASTING L - LENGTH SEWER SERVICE INV - INVERT ELEVATION OF PIPE RIM - MANHOLE RIM ELEVATION ALIGNMENT " F" PLAN AND PROFILE SSCO - SANITARY SEWER MANHOL T SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN 0 50 100 150 0 5 10 15 APPROVED EQUAL Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' KEYNOTES ® O () Z w J O UTILITY MAIN/MAIN CROSSING z J MAINTAIN VERTICAL AND HORIZONTAL O 0 POTABLE/NON-POTABLE MAIN LINE SEPARATION - O PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER v) = NOTE 2 SHEET C1.1 FOR ADDITIONAL Z 2750 2750 INFORMATION. > Q Lu zQ � © UTILITY MAIN/SERVICE CROSSING m W MAINTAIN VERTICAL AND HORIZONTAL Q POTABLE/NON-POTABLE MAIN/SERVICE OR = z SERVICE/SERVICE LINE SEPARATION PER CITY OF Q O 2745 Z 2745 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 LJJ Q LL o -Z w^ SHEET C1.1 FOR ADDITIONAL INFORMATION. �0 3v o0 o n =o v =oo c=io ��= U - Z i� eo co 0 O v= 0 o `�oo z� - 00 Z� ' °� 1. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC Z o M Lu co w 00 T o w � o ao co 0 to 0o Co o 0 N STANDARD DRAWING SD-506A. Q Lu - 000r � N Cn� � N 00O � 04 N �n0N r OOM00NN N Z Q w 2740 �O� NN H in(°Ln - r 00N N �� N *,o.p 2740 r , L7 +r O- 061 N- X0I` NON ~ �r' NN _ N z z o +r z Z) +r Z 0 FINISHED GROUND =0 N z o =�i Z Z o J >> > =�N ? O 2NN - O W Q(n(n Cn > V) > w to �� z z z N > > N�m > > EXISTING GROUND:�, NNE z z NN&E z z z NNElfZ Z NN0_ Z Z 2735 2735 O 2730 N 2730 m I z X ON a 3 U m 2725 243.92' of 8" PVC ® 0.61% 2725 z OC 314.01' of 8" PVC @ 1.33% N N G Olo g 2720 4' .71' of 8" PVC © 2.92% 2720 O i^ Y ZF__�`_52.73' of 8" PVC @ 5.37% O 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ENGINEERING L.L 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2715 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O U PHONE(208)639-6939 z kmengllp.com co O 00 r7 0)c6 o o n DESIGN BY: LCK z ^ M r M ^ r7 ^ M ^ r7 r7 r7 ^ M N)to M ^ r7 ^ M N N � N N N � N N N N N ^ N ^ N ^ N ^ N ^ DRAWN BY: JAD a N N N N N N N N N N N N N N I.J� o CHECKED BY: LCK Q F DATE: JANUARY 2026 z 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 8+00 PROJECT: 24 287 c SHEET NO. Lu c V J n 5. a N 2 KEYMAP II ® NTS ASS\ONAL fNc� I \CENSF �L i= I 860 1130126 0 9� qTF 0f W C Y, SEWER ALIGNMENT "G", SEE LEFT, THIS SHEET SEWER ALIGNMENT "I", SEWER ALIGNMENT "H", SEWER ALIGNMENT "C , I ---- ---- SEE SHEET C5.5 SEE RIGHT, THIS SHEET SEE SHEET C5.1 ^ _g�i- - "P "pL - -4�1 - �'PL - -lei- - - - - - - - - - - - - - - - - - - - - - - - � E I 4" _ I I BLOCK11 I - - I BLOCK I -431 - -4 21- -`FPJ "PL °° 00 co N 1 SSMH #19 (48-INCH) I N E I I I I I I I I I I I 1 1 �i I �i �i I �i I 1 SHEET NOTES 1 72 191E I 92 I I 93 I I 94 i 1 95 1 i 96 I I 97 i 1 9s I I 99 l o . I I I I I I I 1 _ I w STA:3+64.00 OFF:0.00 ,n 0 ,n y � SSMH #19 (48-INCH) °D o `n I °' I °' W u STA:4+28.89 OFF:0.00 Q RIM:2736.86 I I I I I I I i I N I I o _ o SSMH 20 48-INCH - J INV IN:2721.14 8" PVC- E 1 00 rn I °°r7 1 00 I I ao I 00 rn 1 I ao 1 o0 0v M N N ,i�� RIM:2736.86� � A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER STA:1+00.00 OFF:0.00 7 E I ' I I I o I 00 I `� 1 �'? I 1 N I I °D I + 1 + in + `n + `n I + ire _ I INV IN:2721.14 8" PVC NOTES. INV IN:2721.14 8" PVC I 1 � I N N N N N I N N w RIM:2736.09 1 IL" 1 `�M I 1 M I `n M rn M 1 1 `+M. '� ro- of I I ao °° I °° 00 INV IN:2721.14 8" PVCI° INV IN:2721.47 4" PVC +� 1 +r- 1 + + 1 +r + I +r I I + I I Q Q �I Q �IQ a� B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. INV IN:2722.30 8" PVC N N N I U)N I O N N I N N w > 1 > > I > I > INV IN:2721.47 4" PVC INV ouT:2721.04 8" PVC z E I r I I r I 1 I I I I � I I I I I I z I z Z Z I Z cn- cn_ - N- N- JI I INV OUT:2721.04 8" PVC_N INV IN:2722.30 8" PVC o,Q Q '� Q '� Q "� I Q "� I a '� Q "� I Q '� Q "� o I I I 1 C. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE o? INV OUT:2722.20 8" PVC I BLOCK 1 I u I v~i z - I I cco z - I I 0 z � I �z � I v~i z � I I v~i z � 1 v~i z � 1 1 �z � 1 � � � SSMH 25 48-INCH I I I I W W W W W I E - - - I - I - - 1 - - # ( ) - � I- - J I I- - a"PI ail FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER � � _ p I I I I I 1 1 1 1 I I I STA:1+00.00 OFF:0.00 L - - - - - J W W W W W W W W 00 MANHOLE. E 4"f�l 4"PI E E E E E E E E z I - - - - J 1- - - J - - J L - - - - - J � - - - - J E RIM:2736.40 e m E 70 E E E - E E 90 E E E Q E - - - INV IN:2728.53 4" PVC 00 D. ALL SEWER PIPES SHALL BE SDR-35 CLASS PVC OR I C7 INV IN:2728.53 4" PVC CITY OF MERIDIAN APPROVED EQUAL. ro W w 8" 8"W 8"W ; 8"W 8"W 8"W 8"WJ90� °; o, w oo INV OUT:27 28.20 8" PVC 00 +00 3+00 E. GRAND CRANE LN. 4+00 ' E. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY Z 1 8"j $"S 8"S 8"S 8"S >�" >31" 8"S 8" 8"S "S Ir r r LO 8"15 8'S 8"S 8"S 8"S s OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE I Ln S. FALCON EYE LN. ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC - 2 o° s"w "w s s" s"w s"w 9°' °°4' s" s"w s"w "w s s" s"w s"w s"w s"w o. w4SSMH #9 (48-INCH) �o`� °' °° SD-507. w Lu OFF:0.00 0o e � VSTA:7+71.97 RIM:2735.84 _ _ _ - - - - - - - - - - - a0 F. INSTALL STANDARD SERVICE MARKERS PER CITY OF 1 N - - - - - cn INV IN:2719.40 8" PVC W r 1 1 1 I 1 1 1 INV IN:2719.40 8" PVC W I I I I I y MERIDIAN STANDARD DRAWING SW3. z r 1 E cINV OUT:2719.30 8" PVC, I oo I I u1 c0 '�00 '�o I I `�N I I `�N m 0 `�00 � 60 z G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER w E I I I 1 1 I I I I I I I E I I I I I I I I I I I I I I I I o I �o I ao r I I � OOi 0 I + w 3 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 00 00 ao 0o ao 0 00 Co Co Co 00 00 00 ro E I o N I N I I I I } � I �M I �� I �rn I 0 0o I moo I �N 1 �co I 't I ao N co N N"- CO S- Off- �M- co Nam- C0�- w EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR J E I I I � I I I E I . I N I o I I � - I I �� I I �� I I �N I y 1 ��. I I + + + + I + + + w o0 rn �N 1 N I N N 1 1 co N I o N 1 1 1 1 Co N I I co 1 1 0 I I N N N N N N I N N N N I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE Q N LU N 1 + 0 I 1 +r-� I I + 0 1 I +r, Lo 1 I + �, I I + �, 1 I �, + 0 1 +��, 1 +�� 1 +�0 1 1 +��, 1 +��, +^�, E � I �N � I � I to M M �i W 0 BASED ON STUB LOCATION. STATIONING TAKEN FROM �N I NN I NN I NN I �N I MN E I N I I �N I �N I �N I �N �N I �N I I �N I z Q> �> �> �> I �> I I �> �> �> 1 1 0o ao ao 1 z z z z z z z CENTERLINE OF SEWER ALIGNMENT. 1 E �� I UZJ I - J J J I I N_ J I J J - J Q E I N Z J I I N Z J 1 1 N Z J I I N Z J I I N z J 1 I N z J I E � I N Z J 1 1 N Z J I I �Z J I I �Z J I I Z J I I N Z J I I N Z J I I N z J I Np W I I I I I W v H. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC 1 I I I 1 1 I I I I I I 1 I 1 1 I I I I I I I I I I I I I E W I s2 I I 83 s4 s5 I I 86 I I 87 I 88 s9 190 SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM o 69 I 68 I I 67 1 1 66 1 1 65 1 1 64 I I 63 I 62 I 61 1 1 60 1 1 59 1 1 58 I I 57 1 1 56 1 1 55 1 1 54 I 53 W L - - - J I - - - - - - J - - - _J I BLOCK I I I - - - - - -I _ _ _ THE PROPERTY LINE TO SANITARY SEWER MAIN. z I I I I I I I I I 1 1 1 1 I I I I J J I J I _ _ �, I BLOCK 1 _ _ _ _ J _ L - -1 1- _ J - _ _ Q G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, 4"FI 4"PT A 4"Pl PT 4'PT- 4 I I 4 PI 4 F 4�I 4"�I 4"FI 4"PT J 4' I� J Lu II II 80 ALLEY "A" I •m II CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP II I I I 52 ALLEY "B" I I II ® ® II "eL _�'PL, _431-, L_ - PL -, �aPL -- , SEWER,ROOTING SHES RECYCLOEDBWAT/ER IMA NPUBLIC EASEMENT. AND I cn - --�PI� - 4J'L CIVIL ACRONYMS STA - SEWER ALIGNMENT STATION N - NORTHING E - EASTING L - LENGTH SEWER SERVICE INV - INVERT ELEVATION OF PIPE RIM - MANHOLE RIM ELEVATION ALIGNMENT "G " PLAN AND PROFILE ALIGNMENT " H " PLAN AND PROFILE SSCO - SANITARY SEWER MANHOLE T SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 APPROVED EQUAL Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" =50' Profile Vertical Scale: 1" = 5' KEYNOTES ® z Zz J J O UTILITY MAIN/MAIN CROSSING z Q O O MAINTAIN VERTICAL AND HORIZONTAL O � � POTABLE/NON-POTABLE MAIN LINE SEPARATION - O CL CL PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER v) = 0 0 NOTE 2 SHEET C1.1 FOR ADDITIONAL W z z 2750 2750 2750 2750 INFORMATION. > Q Q - Q Q © UTILITY MAIN/SERVICE CROSSING co � z z MAINTAIN VERTICAL AND HORIZONTAL z w POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF Q = 2745 =oo w vo ��-: 2745 2745 -2745 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 Lu Q V' 2 z SHEET C1.1 FOR ADDITIONAL INFORMATION. U zo 3cn d =O O cn3w 5 H Z O - 00 I Lt 00 00 O ^^ O .Zi.Ni 2 O .�.�.� L I Lei 00 00 O 00 O I� O 00 Z 00 Z z z N r _ 00 Z L� O o 0 0v o co N Z ao Co I w oN I o0 Co L u LJ..I _ W W OOONN � Cn�� ^ � N To OO O �O � � CO �0 � � O S O N N N �tO� N N N H 00 It It 0) 0 0 00 00 N 0)(0 N L 2740 N+inNN _MNzzz o �C 0303 -- ,� 2740 2740 No,6r, � N °'co00(6r, � � N Q w z z _ Nzz O O N O NN ON° NN (V � 2740 U Q N~ ZZZ Z n N N ? +r- zz p +r- zZZ o J J Cf)�� z z z N o - - - - _ N z z O N _ _ FINISHED GROUND - - o - - - FINISHED GROUND Q > > > a " I v�i >> > �� zz z I cn�� zzz z W Q Q EXISTING GROUND N N Z z z - EXISTING GROUND - - - - Lu N r � - - - - - - - - - - Q 2735 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2735 2735 - - - - _ � - - - - - - - - - - - - 2735 � I Q I C I o ' IJ I0 2730 _ N 2730 2730 N 2730 z 00 - x O N N u N I- a 3 U m 2725 2725 2725 2725 z OC 0 324.91' of 8" PVC ® 2.17% ------------ O I O i^ 2720 2720 2720 2720 U Z Z 260.00' of 8" PVC ® 0.41 403.97' of 8" PVC ® 0.41% O 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ENGINEERING L.L FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY N 2715 2715 2715 2715 PHOINE(08)639-6939 O kmengllp.com z O O O O O Ln O O O On L0 O O N O N O N O N 00 N 00 N O 00 M O N a0 O � r7 ro 00 � O c0 N O I� O � L0 r7 O r � rn n � L co co co co co Sri co co co �ti ui iri co co co Sri co � DESIGN BY: LCK M O M M M O M O r7 0 r) O M O M O r7 M M M M M O M O r7 V) V) M O r) O z r7 M r7 r7 r7 � ) r7 � ) r7 �) M M M M r7 r7 r7 r7 rn r7 r) r- r- r- r- r- n r- n r- r- ^ n ^ r r- n r- n r- P r- � r- r- r- r- n r- r, ^ n � n r- n r- n N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWN BY: JAD o CHECKED BY: LCK F DATE: JANUARY 2026 z 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 8+00 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 PROJECT: 24287 c- SHEET NO. c V J n 5.4 w a N 2 KEYMAP II ® NTS ASS\ONAL fyci I \CENSF �L r 860 1130126 0 9� qTF OF SEWER ALIGNMENT "E", SEWER ALIGNMENT "G", SEWER ALIGNMENT "F", z E aME,. SEE SHEET C5.2 SEE SHEET C5.4 SEE SHEET C5.3 J 3 I 111 -4- 010 4"EL - - 4„PI� - -4 L � I- �'PL � I BLOT F A:PL_ -I "P�- �� - - I w I -- -- --- - m I-- -BLOCKI --- z � - - - - - - = I a� �I z V7I I I I I I I I '} 67 ,; I 37 °' I I I BLOCK 1 I �� I _ o Z 79 I 78 I I 77 I I 76 I I 75 I I 74 I I 73 72 I I 71 70 �z � I v'm 21 I I � w 42' w � SHEET NOTES I N I I �� 10 I I � I I L I 0 I I � I I � I ` ov - - - - - - - a L - - - - - - - - w � ^ 0 � I - z= 34 I � � � � w w �10 U� �Co I �� I I p0 Lq0 J - - - - - - a I I Q rn W I N N I I r-N I I -o I I I I 00 I I N o I I 0o ao I Q r - - - - - - - - 1 _ -I w o w A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER co N Ln rn ov I 00 N I r N N I I o cj rn I w SSMH #24 (48-INCH) I ~G\ O 3 I +r' I I + I M M ro r7 r7 I - - u a" NOTES. C0 r in r ire I +r ire I +r ire I +r ir) I + + I +r ire vi 3 I STA:7+17.48 OFF:0.00 vi L - - - - - - - - - - J _ �N �N N N I M I M I I Q cO J 0o I I 06 I N oo I N o6 I N oo N oo I I N 6 N Oo 68 RIM:2737.17 v - `n I I Q •• a •• I I I I I I I I 41.09' of 4" PVC I w I� ( Z) B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SSMH #22 (48-INCH) I N z J I I N z Q> I > I > > I I INV IN:2729.30 4" PVC s 00 STA:1+00.00 OFF:0.00 - - I I U)z I V)? I cn z I I cn z CO z I I cn? SSMH #20 (48-INCH) I INV OUT:2728.97 8" PVC- 41.58' of 4" PVC I `° I - `n RIM:2737.03 I I I I I I I I I I I I I :STA:4+57.48 OFF:0.00 - SSCO #41 2 - C. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE - RIM:2736.09 - O I - N FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER INV IN:2729.16 4" PVC - - - - J I - - J - - J I- - J - -I I- - - - -I W 00 3 35 W W W RIM:2737.66 INV IN:2722.30 8" PVC I - i - 12'W 12"w 12"w 12"w �:rr ft s I MANHOLE. -INV OUT:2728.83 8" PVC INV:2732.15 4" : ; \ INV IN:2722.30 8" PVC ' ISSCO #43 2 I I S. ASPIRATION LN. I I D. ALL SEWER PIPES SHALL BE SDR-35 CLASS PVC OR INV OUT:2722.20 8' PVC Q s" s"w s"w s"w " " 12 12' : 2"w 12' �2'w 12"w 12"w 12"w 12"w 35 a RIM:2737.62 47.31' of 4" PVC C0? 2.01% CITY OF MERIDIAN APPROVED EQUAL. 0jo � p� INV:2731.89 4" I� so, � 3 a Z 2 0 +00 4 00 0• 5+00 6+00 x - 88.46' of 4" PVC ® 2.00% _ - N E. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY O 1+00 E. ACME LN. 90. I � 1 v `rS+00 o I 8'IS s '1S 8"S o 8"S 8" 18"S 8"S s r - - - - - °' S 8"S - S I OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE N �9 1oh so e� 90 s' 3 00(o �o - J ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC > Lu 3 W SSMH #21 (48-INCH) r M^ I SD-507. STA:2+57.30 OFF:0.00 I +r U) SSMH #21 (48-INCH) 3 O rn W I - - - RIM:2736.61 - - - - - - - - - - - - ��3• - 1 r N ao N ~ F. INSTALL STANDARD SERVICE MARKERS PER CITY OF I STA:1+00.00 OFF:0.00 1 r I I Q> o0 RIM:2736.61 I� SSCO #33 MERIDIAN STANDARD DRAWING SW3. I y INV IN:2723.21 8" PVC W I I I N z - STA:3+29.65 OFF:0.00 o 00 M 00 I INV IN:2723.21 8" PVC 'n 'n I rn I 'n cn I I `n °° I I ao ao INV IN:2723.21 8" PVC _ o I o"� Lq� I ,n L ,n N ,n rn o �o rn a - - - 0 RIM:2738.34 G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER I 0 N I ao co ao I I I SSCO #42 2 . I oo INV IN:2723.21 8" PVC I ~ o I INV OUT:2723.11 8" PVC Sri Lri I rn rn r I LO � I I n 0i O I o I Ln SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY oN r7N I I 00� I �� o� I �� o� ��i Gov I �N 0,ov pov pr7 a INV OUT:2724.13 8" PVC r7 r; I . . M. I RIM:2738.13 INV OUT:2723.1 1 8" PVC I I O o EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR +�N ±� �n +� �n I y +ran +ran I +rLn +rLn I +rUn +ran I +ran +r0 I I +r0 +ran 3 I N N I I N I M N N I �N �N I N N I N O N r N r N INV:2733.10 4� I I C I �I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE ao r r I r r r r I r r r r rn I I 19.48' of 4" PVC ® 2.00% - - I I m BASED ON STUB LOCATION. STATIONING TAKEN FROM �Z I J I �Z �Z I �Z �Z I �> �> I �> �> �> �> - I I I cn_ cn_ cn_ z V)_ cn_ I cn_ tn_ I N z N z �z J N z J z z I - - SEWER ALIGNMENT "I", I O CENTERLINE OF SEWER ALIGNMENT. (n- J (n- J w I I I I O ^' I I I I I I I I I SEE LEFT, THIS SHEET I o �I N a I 34 33 I I 32 31 30 29 I I 28 27 I I 26 25 I 24 - - - - - - - - _ - �I Q o H. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC O O I I O O I I O O I I O O I O O I O I l I I I > SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM cc w THE PROPERTY LINE TO SANITARY SEWER MAIN. z 0 I W Ln W I I I 0 I I I I STA:6+95.484OFF:0.00 I _ N I I l a �I o BLOCK 1 I 0, 0- I I BLOCK 1 I I ;0 I SEWER ALIGNMENT "J", � Q I I I I I I I I I RIM:2737.15 I I /� - I I G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, - - - - - - - SEE RIGHT, THIS SHEET ") L - I I INV IN:2728.83 8" PVC I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP I I- - - - - - - - - I I - - - - - - - - I I _INV IN:2729.16 4' PVC I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND - -I _ - - - - - - - INV OUT:2728.73 8" PVC L W "PI PI 6"Pl Ws"PI s PI s"P SEWER, OR RECYCLED WATER MAIN EASEMENT. 42"GI = 6"P 6"PI PI PI 6"P 6' 6''PI 6"PY � "PI 6 hI W i 1 I��42"GI��42 iG1��42"&I + 42"GW 42" 2' I w I w w w w w ( w w I w .i.6"PI��6 1��6"P f¢"PI ♦ 6"Wi •Y- •Y TI •L •Y •Y •Y -Jr •Y W 4, W W y W W W W W W W W W W W W y y /� W W W W W y 4, W W 'k W W W W W W W W CIVIL ACRONYMS STA - SEWER ALIGNMENT STATION N - NORTHING E - EASTING L - LENGTH SEWER SERVICE INV - INVERT ELEVATION OF PIPE RIM - MANHOLE RIM ELEVATION ALIGNMENT " I " PLAN AND PROFILE ALIGNMENT "J " PLAN AND PROFILE SSCO - SANITARY SEWER MANHOLE T SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 APPROVED EQUAL Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' KEYNOTES ® z z w w Q J J O UTILITY MAIN/MAIN CROSSING z -J MAINTAIN VERTICAL AND HORIZONTAL O 0 0 POTABLE/NON-POTABLE MAIN LINE SEPARATION - O PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Ln = 2750 2750 2750 2750 NOTE 2 FORMATONET C1.1 FOR ADDITIONAL \ < z z 0 � W Q Q © UTILITY MAIN/SERVICE CROSSING m uj Z Z MAINTAIN VERTICAL AND HORIZONTAL = z w Q Q O v POTABLE/NON-POTABLE MAIN/SERVICE OR o ^v o w SERVICE/SERVICE LINE SEPARATION PER CITY OF Q O _ 2745 =0 =o _ _ ^ can 2745 2745 0 Co 2745 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 W Q z 00 o _ ao o o z n" =0o v" o �,� SHEET C1.1 FOR ADDITIONAL INFORMATION. U I M z� 0000 _ =o �� v0 U =o O I 00 0 �_ o ?o ' ' 00 z z z� - 00 1. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF Z z Z 0 r) aj � O N N N I �` 0 00 00 10 O ro co r 00 O p � I � �_ �_ � r7�M r MERIDIAN STANDARD DRAWING S1. W W W w NOON N �� NN r It r7to N 00 � ao r� a0 �O NN r7 MN00H 5 N o r c" c° r r N 00 0) ov N N 00 °' 04 CO °' o r i Ki N + 2. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC M +� N �r� NN ? O�pNN r M NN N N N �ocONN r OrMN0 Z Z _ +N z 0 +r z z N r r N N�n r, r r N� r N o r r N FINISHED GROUND C) STANDARD DRAWING SD-506A. 2740 =N N - - O �M N (V M N N _ + N 2740 2740 O M N N � V, m > 2740 W C7 v�i� > > �Q >> > +rzZ =c+orzz p =rNz p +rzz cncno z U J J U)U) Z Z U) Z Z 2q*N - - O N - - =�N - - O N N - - EXISTING GROUND " a " a " EXISTING GROUND Q Q N�� » > cn�� >> > �� > > �a� » > NNE z z z_ �,�,� z z z �,�,� z z V) z W FINISHED GROUND - W V) 0_ 2735 I - - 2735 2735 2735 I � o II o � i� N E 2730 2730 2730 = 2730 x ON u 3 18.00' of 8" PVC @ 0.78% U 2725 2725 2725 2725 D z OC a 153.32' of 8" PVC ® 3.67% I 234.01' of 8" PVC ® 2.75% V ' 226.65' of 8" PVC @ 0.41% z g 196.19' of 8" PVC © 0.41 i^ 2720 2720 2720 2720 u Y I� O 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ENGINEERING L.L FINISH GRO ND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY N 2715 2715 2715 2715 PHOINE(08)639-6939 O kmengllp.com z M (V (V rr� M p (V N 0) p N p p N O N r r,� pry r r7 r7 LO r Lo O LO O v O cD N LO (0 N O O rM cD 00 O 00 N N co co co co co ui co co co c6 cp cp cp c4 co uj uj uj DESIGN BY: LICK M r rM (6 r7 cfl M p M p rM 6 M (6 M M 6 �`� O M O M r M r M O r7 O r7 r r7 r7 z In r) rM rM V) r7 V) M rM rM rM M M ro r7 K) M M g r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWN BY: JAD o CHECKED BY: LICK F DATE: JANUARY 2026 z 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 1+00 1+50 2+00 2+50 3+00 3+50 PROJECT: 24287 c- SHEET NO. c V J n 5.5 W a N 2 KEYMAP NTS CIS AL fNG,i I ENSF ti i 860 1130126 0 9� qTF OF \pP �Iv SEWER ALIGNMENT "C", y��N C. Y, SEE SHEET C5.1 oo 00 II II I II II I II 1 � r y yQ 0 y ' y a I y y y � + a o II °• ALLEY "C" SHEET NOTES j y 1 ��/ y yy 'CZ yWyylyy ' I y � �\ // I^ � � mw I- - - i I BLOCKI - - - � - - I a 0 „ y y ' Ny l" -_- ' a z A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER SEWER ALIGNMENT "E", I I I Q SEE SHEET C5.2 a „z I I I o Z r - - - - - - - - NOTES. y 0000 00 00 00 Of w 4 I I � �co coo I ui N I B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. SSMH 31 48-INCH ' 'v I \ \ 3 `O °' M 1 � � 1 STA:1+42.00 OFF:0.00 I y „ \ \ \ ±N o I I ±N o N o N r-o +°�o 10 w C. ALL SEWER PIPE LENGTHS ARE MEASURED FROM INSIDE Q RIM:2738.17 ^'� ' \ I " 3 `n I I `6 I I N N N I � - - - - - - - -� FACE OF SEWER MANHOLE TO INSIDE FACE OF SEWER O SSMH #4 (48-INCH) Q •• N Q •• N N N N _ _ _ _ _ INV IN:2722.87 8" PVC y y 'y 00 STA:2+82.85 OFF:0.00 °0 f-z •• I z •• > > Q> ``' - - - - ` MANHOLE. 00 \ cn_ I cn- N z J N z J U)z I c� w F SSMH #28 (48-INCH) INV OUT:2722.77 8" PVC y � y \ - - - - - - - - I RIM:2736.00 � I I IIF I I I I I o N_> STA:3+70.47 OFF:0.00 D. ALL SEWER PIPES SHALL BE SDR-35 CLASS PVC OR w INV IN:2722.21 8" PVC SSMH #7 (48-INCH) 0 N RIM:2735.79 O / c ` y y y y y STA:1+00.00 OFF:0.00 I - J I - J L - I I - J L - - � j CITY OF MERIDIAN APPROVED EQUAL. N INV IN:2722.21 8" PVC INV OUT:2727.58 8" PVC oQ SC'i��Oe y y\ °� 3 RIM:2735.18 1 °' M fM - I z / INV OUT:2722.11 8' PVC - - - - - - - - - E. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY O / F ♦ V g•� •� s 00 v - INV IN:2720.57 8" PVC �•� 8"S - 'A O� - - - - - - - - - OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE N O "O 1 - y y "P� - y �� INV IN:2720.57 8" PVC , __> 4 _ _ >_ > $V J� _ I ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC /F9�, '�i�. �� 4"PI ��_ _ - o,, `l INV OUT:2720.47 8" PVC .°° > - - - - - - - - > � SD-507. � �_ � @ 1 1 F. INSTALL STANDARD SERVICE MARKERS PER CITY OF / STA: 3+13.48 �� INV: 2731.33 L - - - - - - - MERIDIAN STANDARD DRAWING SW3. m'\ 3 y \ \ CO cO L: 20.0' - - - - - - - - / \ U' \ «a - - - G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER e \!JSSCO #30 2 \\ O \ \ \ - - - - - - SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY v ^+ ti a STA:1+00.00 OFF:0.00 \ \ ., \ � - RIM:2738.12 ` \ s y \ S„g �S„Z1 M a I 0 "I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR /INV OUT:2723.04 8" PVC \ \\ \ O y \ \ S I I I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE / SV M a 0� J =________ BASED ON STUB LOCATION. STATIONING TAKEN FROM M/w TAN ` I Q CENTERLINE OF SEWER ALIGNMENT. roo H. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM i - - THE PROPERTY LINE TO SANITARY SEWER MAIN. G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, SEWER ALIGNMENT "E", CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP SEE SHEET C5.2 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCLED WATER MAIN EASEMENT. CIVIL ACRONYMS STA - SEWER ALIGNMENT STATION N - NORTHING E - EASTING L - LENGTH SEWER SERVICE INV - INVERT ELEVATION OF PIPE RIM - MANHOLE RIM ELEVATION ALIGNMENT " K" PLAN AND PROFILE ALIGNMENT " L" PLAN AND PROFILE SSCO - SANITARY SEWER MANHOL T SSMH - SANITARY SEWER MANHOLE PVC - REFERS TO SDR-35 CLASS PVC OR MERIDIAN 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 APPROVED EQUAL Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' KEYNOTES ® z z w w Q J J O UTILITY MAIN/MAIN CROSSING z J LL LL MAINTAIN VERTICAL AND HORIZONTAL O 0 0 POTABLE/NON-POTABLE MAIN LINE SEPARATION - O C PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER v) = NOTE 2 SHEET C1.1 FOR ADDITIONAL Z 0 2750 2750 2750 2750 INFORMATION. > Q W z z E Q 2i Q Q z z © UTILITY MAIN/SERVICE CROSSING CO W r. MAINTAIN VERTICAL AND HORIZONTAL Q Q w POTABLE/NON-POTABLE MAIN/SERVICE OR = Z SERVICE/SERVICE LINE SEPARATION PER CITY OF Ln Q 2745 0 00 c=i o = o 2745 2745 0 2745 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 W Q -� oz o 00 =o = w o SHEET C1.1 FOR ADDITIONAL INFORMATION. U - O 10 00 z 00 eo °° o0 3 V) " z o °° F_ O N N ro N j 0 =o .Jv e0 I000 1. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF z z z 0 7 N _o N 00 N N N z_U- co 00 MERIDIAN STANDARD DRAWING S1. W _ w W �Or�j � �No01� N �pppNN I O � � �r04 5 O±NO +r Z D t COO N rV o `n `n N O Ln N 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM w z c) " " O o � CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN z 2740 u�� >z Q > > =N N Z z o 2740 2740 0 c" c" N +r, D 2740 U 00 U)U)FE - cn _ Lri = N O STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' Z Z Ope) NN N N - FINISHED GROUND N z z z +me z z 04 o N > WIDE. Q Q EXISTING GROUND N � > > > FINISHED GROUND 3. INSTALL 8' WIDE CONCRETE PATH AND 3.33' WIDE GRASS W W - _ N N z z z PAVERS EACH SIDE 14' TOTAL WIDTH PER DETAIL, 0 N - EXISTING GROUND ( ) - - - - - - I SHEET C2.19. Q 2735 A 2735 2735 - - _ - - - - - - - / 2735 FL - / 2730 " 2730 2730 2730 x - O N u a 3 U m 2725 2725 2725 2725 z OC Z 266.49' of 8" PVC ® 2.63% z 0 i^ 2720 136.85' of 8" PVC 0.41% 2720 2720 1 2720 O Z Y 38.88' of 8" PVC 6 0.44% O 3 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ENGINEERING ILL FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY N 2715 2715 2715 2715 INE(08)O 8371 39 O PHONE kmengllp.com z p� 00 00 n (0 "t 00 M N r� M V) Ln N ^ ^ o � N (o '6 � r` � o � '6 (6 (D o DESIGN BY: LCK p7 M M r7 r7 M M ro M � ) r) pM z M r7 ^ p7 M M M p7 r) N � N ^ N ^ N � N N CIA N ^ N � N ^ N ^ a N N N N NN N N N N DRAWN BY: JAD o CHECKED BY: LCK Q F DATE: JANUARY 2026 z 1+00 1+50 2+00 2+50 3+00 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROJECT: 24 287 c- SHEET NO. Lu c V J n 5. a N 2 CIVIL ACRONYMS AL 56' CITY OF MERIDIAN I _I N: - NORTHING ��SS\\HENS E: - EASTING \� f UTILITY EASEMENT 3 • I PVC: - REFERS TO C-900 CLASS WATER PIPE OR CITY r I I N I O 1 1 - 2" BLOW-OFF ASSEMBLY FOR O F MERIDIAN APPROVED EQUAL 1 I I I o w 0 FUTURE WATER MAIN EXTENSION I I I 860 Li4 N: 684273.66, E: 2458826.76 I I 1 I SHEET NOTES s� 1/30126 �o A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �� qTF OF \V\P �Iv 0 50 100 150 _ _ _ _ _ _ _ _ _ _ _ 1 I I I w N �f I B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL N C. K�N� W W W W W W W W I " AREAS WHERE UNBALANCED FORCES MAY EXIST PER CITY Plan Scale: 1" = 50' W �' �' �' �' �' �' �' �' � 2 � I 1 W • I 4� � � 4 I I APEX SOUTHEAST OF MERIDIAN REQUIREMENTS. I I - I a I SUBDIVISION No. 1 cn ?�oo `' cs I C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN 00 00 J I N 0 �';1 f (R-g) STANDARD DRAWING SW3. W W 3 1-FIRE HYDRANT ASSEMBLY 3 1-FIRE HYDRANT ASSEMBLY I O I W O I o O I D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF I y 1-8" X 8" X 6" TEE 1-12" X 12" X 6" TEE I I I a I COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' I 1-6" GATE VALVE �� 1-12" 45' ELBOW I I W y OF COVER. y 10 LF 6" PVC 1-6" GATE VALVE I �s i E. INSTALL WATER VALVE BOX AND LID PER CITY OF W W WW I I 3 �'N: 684173.66, E: 2458826 90 10 LF 6' PVC N: 684125.47, E: 2459059.36 I ° I I N W I o MERIDIAN STANDARD DRAWING W1 1. W W W W W W W W W W I 50 LF 8" PVC Q W 6 I + y 6 Pt" f RI 6 PI, + s I W I F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, 4, 4, W 1-12" TEE y 41 1 W W W W W I I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 1-12" GATE VALVE I 3 1-12" X 8" REDUCER ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND W W W N SEWER, OR RECYCLED WATER MAIN EASEMENT. APEX CADENCE I� 1-8" GATE VALVE ��2�3061LF 12" PVC I o• ', r SUBDIVISION N: 684125.16, E: 2458826.96 12' 12"W if"W 15 LF 12" PVC FUTURE PHASE �� 1 + I z `� E. BINGLEY LN. J � a"w �. �. J � II 121* -. a KEYNOTES 2 W I o W W W W W W W W W W l Q s e's a"s 8"s a"s 8"s a"s s REMOVE 2" BLOWOF ASSEMBLY UTILITY MAIN/MAIN CROSSING z Vim' W W W •L W W W •Y •Y W � _ - o Iw I I I I I I � z r AND CONNECT TO EXISTING 12" MAIN MAINTAIN VERTICAL AND HORIZONTAL O Fo I a y 1 INSTALL 1-12" 45' ELBOW - - O POTABLE/NON-POTABLE MAIN LINE SEPARATION PER N o ° O ° _ - - CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 Q a Fo 10 2 N: 684113.82, E: 2459074.44 > w w z o o I I �„ y vi � i i I 4"PI 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. Lu � V I r 1 w' �O w r y W 6„PI w w d pi „Pr�w6"PI w w 6"'I 0 o O I I ' 3 1-FIRE HYDRANT ASSEMBLY W f' UTILITY MAIN/SERVICE CROSSING 56. CI 1-8' X 8" X 6" TEE, r - - - - - - - - I MAINTAIN VERTICAL AND HORIZONTAL a I I UTILI OF I 1-6" GATE VALVE �I I I _� W I © POTABLE/NON-POTABLE MAIN/SERVICE OR 3 a o I TTMj- MERIpIgN �, �, 10 LF 6" PVC, �. .� � I I � � EASEMENT I N O O I I I SERVICE/SERVICE LINE SEPARATION PER CITY OF I N: 683914.1 1, E: 2458784.24 I I o + I " 0 1-12" TEE I I MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET I o I I ry I "'�/ 1 - 2" BLOW-OFF ASSEMBLY FOR.). > 1 1-12" GATE VALVE I "' I C1.1 FOR ADDITIONAL INFORMATION. 1 - 2" BLOW-OFF ASSEMBLY FOR 9 I 1 W I p I 4 I FUTURE WATER MAIN EXTENSION 00 I 1-12" X 8" REDUCER I \ I I FUTURE WATER MAIN EXTENSION 1-8" TEE 1 I O7 BLOCK 1 1 a N: 683956.06, E: 2458747.83 1-8" GATE VALVE O 1. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE o 60 LF 8" PVC I N: 683981.18, E: 2458357.55 2-8" GATE VALVE N: 683914.16, E: 2458827.24 I 1 _ N: 683913.93, E: 2458652.24, J N AND NON-POTABLE MAINS. 45 LF 12" PVC o W w W W W WI W 1-8" TEE I 45 LF 8" PVC 60 LF 8" PVCPv. I z �- 2-8" GATE VALVE /�#, N 3N 1-12" 45' ELBOW O I 2. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE �N � 00 iv N: 683914.23, E: 2458873.49 I WATER MAINS AND SEEPAGE BEDS. W W W WQ W c,W N: 683922.16, E: 2458346.70- 1-8" 1 1.25' ELBOW 6 40 LF 6" PVC , vi I o ' I I 1 N: 683913.58, E: 2458393.36 - - - �, 200 LF 8" PVC 95 LF 8" PVC � 3. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN I I W I STANDARD DRAWINGS W8 AND W9. a s 50 LF 8" PVC s 1 >� 6 1 � I + W _ 1 4. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM co CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN a"s STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM OF ' 6 s 8" a"s s 8"s 8" 8"s a"s s s"s a'� 8"s 8"s 5 A 5 60 LF 12" PVC ,I - 14' WIDE. W W W W ' 3 I 16" D 1 "SD E.AMBITION LN. 45 LF 8" PVC ~o� W y W + o W � �' 'W I s 35 LF 8" PVC i _ 3' I 5. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" ti _3 1-FIRE HYDRANT ASSEMBLY I s 1-12" 45' ELBOW I �. METER AND 3/4" METER SETTERS PER CITY OF ,o 1-8" X 8" X 6" TEE `° 8 2 00 W y y 2 W -1-8' X 8" X 6" TEE N: 683871.53, E: 2458916.30 W I MERIDIAN STANDARD DRAWINGS W1, W2, AND W6. y y y I 0 s I r � hoW W W W W I 1-6" GATE VALVE - 4"•PI 4„� 53 4„Pi -1-6" GATE VALVE 1 I 6 7 3 1-FIRE HYDRANT ASSEMBLY - s 10 a I 6. DOUBLE METERED SERVICE CONNECTION, 1", WITH 02 W W W I 10 LF 6" PVC- - - - - - - - - - N: 683914.06, E: 2458747.89 N: 683871.77, E: 2458337.43 60 LF 8" PVC 1-8" X 8" X 6" TEE r - - - - - - - - ; 1 ° 3/4" METER AND 3/4" METER SETTERS PER CITY OF I W W 00 85 LF 12" PVC 5 W MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. 1 W 1-6" GATE VALVE 1 I I 1 I .� I h�Q w��Q w / w� / w I ro w w w I �p 10 LF 6" PVC 99 S 54 I I 50 I s W W W y W ti W s - - - - - - - y �_ 7. WATER METERS FOR COMMON DRIVE LOTS AND ALLEY A�-/,o I N: 683913.85, E: 2458591.01 6 6 I _ _ _ _ _ _ _ _ _ _ oQ W W 3 W W s 175 LF 8" PVC I W I LOADED LOTS THAT FRONT COMMON AREAS SHALL BE r-I / 55 LF 8" PVC s y IW L ------==J - - - - - - - - - - - - - - - - � - - - - - - I I r I LABELED WITH LOT AND BLOCK NUMBERS CLEARLY o�� / WI� I - - - - - - - - - - - - - - - - � - - - - - - s 11 I 3 I STATED ON METER LID. O Lf) o �o� 5 - O S V) I 6 3 1-FIRE HYDRANT ASSEMBLY O I W APEX SOUTHEAST Z / p 98 O s 6 I 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN z o1 W W� �° '� W / 1-8" 11.25' ELBOW s 55 I SUBDIVISION No. 2 STANDARD DRAWINGS DETAIL W12. Q _ 1-12" X 12" X 6" TEE N: 683815.00, E: 2458326.99 I O0 I 1-6" GATE VALVE W I J - - - - - � I - - - - - - - _ I (R-8) Z _ _ _ _ - - - - - - - 10 LF 6" PVC I 9. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN w - - BLOCKI - - � r - - - - - - - - � N r - - - - - - - l N: 683786.80, E: 2458916.41 I 1 W STANDARD DRAWINGS DETAIL W13. _ O / / �55 LF 8" PVC s ,� ._ I I } _I 1 s 00 I I I 1 01 s 1 • I 10. INSTALL 2" SINGLE METERED WATER CONNECTION PER t/) o�// 1-8" 1 1.25' ELBOW I J 97 I s 56 - I 48 s 12 I W CITY OF MERIDIAN STANDARD DRAWING W4. z roe �oP q4 �� / N: 683761.70, E: 2458306.05 J 6 6 N I I I >_ Q W W - - - - - - - - _ - - - - - - - - - - - - - - - - _ - - - - - - L - - - - - - - - I 1-8" 1 1.25' ELBOW A 683716.34, E: 2458277.17 I O3 1-FIRE HYDRANT ASSEMBLY I F z •I 6 7 I � J � - - - - - - � � _ 00 1 w I y p 1-8" X 8" X 6" TEE z 6 - I N N I I I z \ 1-6" GATE VALVE s 57 0° 47 s "' 1 / 5 7 I I w z S L - - - - - - - - J 10 LF 6" PVC J } w I � 6 I `a 1 w L - - - - - - - - J - - - - - - w - - - - N: 683740.45, E: 2458652.48- w J W I p p I N 39 r - - - r s °°Sn O - - BLOCKI - - � Q r - - - - - - - - � C� " a : cc I x I 95 Q s 58 I 46 I s BLOCK 1 I z W G 1 - I 1-8" 1 1.25' ELBOW `� W I 1 W s 70 LF 8" PVC I I 6 LL I I 6 `n s O W S II N: 683652.01, E: 2458250.62 I - - - - -I I- - - - - - - - v' - - - - - - - - 1 I- - - - - - - - 14 1 �. 00 � IF - - - - - - - - - - - - - - - � - - - - - - - - O I I I Q w N II CO L - - - - L - - - I 94 I S I 6 I I- - - - - - - - - -I W I U Q 40 LF 8" PVC I O I s 59 I 45 LLW s I - - - - - - - - - - o I I I I 0 s I ALLEY"D" I I I I -0 . I I I- - - - - - - - -1 _0000 I- - - - - - - - 1 _ _ _ _ _ _ _ _ C. ^' I I � W -4�1 - �'PL - _ # 1= - - - - - - - °0 - - - - - - - - = L - - - - - - - -J s 15 W .� I I I r 230 LF 8" PVC 385 LF 12" PVC g �, I Q 10 LF 8" PVC I I W I 1 I N 11 1-8" 11.25' ELBOW I I 93 s I I s s a N: 683610.48, E: 2458243.77 I I O 6 s 60 I 44 6 s ". I �1-FIRE HYDRANT ASSEMBLY z 4 I I I I I BLOCK 1 I I I I - - - - - oo _ _-_ _ _- - - I - - - _ _ _ _ � a 1-8" X 8" X 6" TEE I II I I I I I I L - - - - - - - - - - - - - - - - -- - - - s 16 W 1-6" GATE VALVE 1 1 1 1 I I 1 1 W 1 W N 10 LF 6" PVC 2� I I I I I I I I 1 1-FIRE HYDRANT ASSEMBLY 3 s N 683602.68, E: 2458243.78 �: 1 I s 61 I 52 43 s I I W o I N 95 LF 8" PVC I I I I I I I 1-8" X 8" X 6" TEE n 11 S -i W I I I 6 I I I 6 W - - - - - - - - - -I 1- I 5 L - - - - - - I z 1-6' GATE VALVE 1 I 3 a 3� 6 � I 1 I 10 LF 6" PVC - - - - - - - - 1 L - - - - - - - - m I I 00 5 - I- - J I 11- - - - I N: 683507.73, E: 2458479.85 W 4„rl 62 4„Pi ' 42 N - - - o N 1-8" TEE S 17 I 6 W 2-8" GATE VALVE r - - - - - - - 8". g. g. g�W g W - I N: 683507.96, E: 2458652.79 I I I (& a s = 235 LF 8" PVC E. GRAND CRANE LN. 175 LF 8" PVC ' I 63 i I 41 6 s W o rn I II s 8"s 8"S 8"S 8"s 2 8"S 8"S "S 8"S s S a I 1-8" TEE I 1 N 1 2-8" GATE VALVE - - - - - - - - - - - - - - - hI `-' i N: 683507.42, E: 2458243�91 1 V) V) Cn to N - - - 4- 6 - - - �� r - - - - - - - s 18 I z I � � 6 IF6 � S i i 4o I S I I �, � : . I 0 I I I 1 I I I I I I I W - - - - - - - - - - I U III 3 s `° � mmmm � DC z I � II 6 � I 11 11 1I 11 11 11 I �. O W 1 11 I I 11 I I 1 1 1 1 I ; W MATCH LINE - SEE SHEET C6. 1 m I 81 I 82 I I 83 1 1 84 1 I 85 1 1 86 I I 87 1 1 88 1 89 90 L.L 0 1 II �+ I 11 1 1 I I 1 1 I I I I 1 1 I 5725 NORTH DISCOVERY WAY E N G I E E R I N G 1 � II S emu- DWI I1 I I I I I I I I I I I I IW � I N II � Jlllllr11 - wm W I I I I I I I W BOlkmenDgl pOcom713 z PHONE(208)639-6939 L - - - _ _ _ _ _ DESIGN BY: LCK z wim DRAWN BY: JAD Or- o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c > Lu V J n a0 a N 2 CIVIL ACRONYMS N: - NORTHING ASS\ANAL r*c� E: - EASTING \CENSF 'y PVC: - REFERS TO C-900 CLASS WATER PIPE OR CITY OF MERIDIAN APPROVED EQUAL 860 SHEET NOTES �� 1�301226 0 A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. �� qTF OF Iv B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL N C. Y, AREAS WHERE UNBALANCED FORCES MAY EXIST PER CITY OF MERIDIAN REQUIREMENTS. C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN STANDARD DRAWING SW3. D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF COVER. E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. w a F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP MATCH LINE - SEE SHEET C 6.0 ROOTING BUSHES T BE WITHIN PUBLIC WATER AND SEWER, OR RECYCLED D WATER MAIN EASEMENT. im 0 50 100 150 0 !3�Lj -FIRE HYDRANT ASSEMBLY 110 LF 8" PvcI W KEYNOTES # 1-12" X 12" X 6" TEE I s Plan Scale: 1 = 50 s 6 65 m 1-6" GATE VALVE s 1 I 6 I W ' 1 - 10 LF 6" PVC °D I I I UTILITY MAIN/MAIN CROSSING z -,}11 N: 683402.80, E: 2458916.93 I a �' I :3 APEX SOUTHEAST MAINTAIN VERTICAL AND HORIZONTAL O ' ' o I O POTABLE/NON-POTABLE MAIN LINE SEPARATION PER cn - - - - - - - - '� - - - - - - - - SUBDIVISION No. z I 66 i I I 6 I BLOCK 1 I I (R 8) CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 j w s 38 s Z 20 I I I SHEET C1.1 FOR ADDITIONAL INFORMATION. } 1-FIRE HYDRANT ASSEMBLY CD- s ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I�■ ■ ■ ■ ■ ■ ■ ■ I "' 1-8" X 8" X 6" TEE I Cn v~i I a 1 II T1 II ALLEY A 8o II II z "' - - - - - w 1 15 LF 12" PVC I o UTILITY MAIN/SERVICE CROSSING I � 2 s � Z � O �t 1-6 GATE VALVE z � - - u 10 LF 6" PVC � MAINTAIN VERTICAL AND HORIZONTAL N I �. "eL_ e� -431 3 1-FIRE HYDRANT ASSEMBLY - PL 4'� BLOCK 1 I 6 I W F I W a c I N: 683400.45, E: 2458652.93 , W I © POTABLE/NON-POTABLE MAIN/SERVICE OR m 1 I I I 1-12" X 12" X 6" TEE 1 w BLOCK 1 I I s 37 s � I SERVICE/SERVICE LINE SEPARATION PER CITY OF W I I I I I 1-6" GATE VALVE I I I a W vi 6 O 6 Ln _ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 °°Ln I I 10 LF 6" PVC I I 2 67 I I 1 Q s 21 I I I •z 1 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. I 79 78 77 I 76 I I I _ _ _ _ _ _ _ 1-12" TEE_ _ O a 1-FIRE HYDRANT ASSEMBLYO II 2 220 LF 8" PVC J 11-045°I ELBOO I O I I N: 683243.84, E: 2458560.20 I I I I a0 _ _ _ _ _ _ 2-12" GATE VALVE vi 6 1-12" X 12" X 6" TEE I m I s O N: 683267.98, E: 2458244.23 I I 75 I I 74 I I 73 I I 72 I I 71 I 70 155 LF 8" PVC N: 683260.69, E: 2458891.96 I 1-6" GATE VALVE I I O I O I O O I O II s 5 10 LF 6" PVC 1. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE �1-FIRE HYDRANT ASSEMBLY Ln W 35 LF 8" PVC I I I I I I I I I s 68 FI I I 25 LF 12" PVC 1-12" 45° ELBOW AND NON-POTABLE MAINS. 1-8' X 8" X 6" TEE 1-8" 45' ELBOW I I I I I I I F W ' N: 683254.91, E: 2459085.62 1-6" GATE VALVE- I v, N - s N: 683285.88, E: 2458917.08 a III I I II tel: N: 683243.45, E: 2458268.82 I I 6 I I I I 6 I I 195 LF 12" PVC ao 0o I O3 1-FIRE HYDRANT ASSEMBLY o �� 2. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE zo 10 LF 6" PVC- - - - - - - 1-12" X 12" X 6" TEE - J I 50 LF 12 PVC- N: 683284.92, E: 2458244.21 6 I I I I I I I I I I I I 6 I 4+'PI 4 1 1-6" GATE VALVE W W W 35 LF 12" PVC 22 w " I WATER MAINS AND SEEPAGE BEDS. O 10 LF 12" PVC I ,REMOVE 12" TEE AND L - - - - - -I I- - I W W W W W W 11 INSTALL 12" CROSS 5 - - - - - - - - 10 LF 6" PVC I I 3. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN 11 M 25 LF 12" PVC 15 LF 12" PVC N: 683254.98, E: 2459136.11' N: 683244.24, E: 2458858.64 . STANDARD DRAWINGS W8 AND W9. 11 15 LF 8" PVC 2 N L - - - - - - - - - - � - APEX CADENCE 5 1 co 0 12"w 12"W - - 1,1, 1 4. GRAVEL FIRE TRUCK TURN-AROUND TO ACT AS 1-12" 45' ELBOW s s a s GRAVEL MAINTENANCE ACCESS ROAD. SUBDIVISION I 11 , 8"W 8"W 8"W 12"W 'W � 12"W �'W 12"W s FUTURE PHASE I N E. ACME LN. 205 LF 12" PVC 5 "s "s s" "s 5 s"S "s s"s s"s s s"s s"S 8"s s" s"s 8" S - -_-_-_-_ N: 683254.90, E: 2459076.50 - II III FFI I III 111 5. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 15 LF 12" PVC 23 5 ry METER AND 3/4" METER SETTERS PER CITY OF " 6 s D o 1-12" 45' ELBOW I 205 LF 8" PVC 85 LF 12 PVC 1 I � _ I W s MERIDIAN STANDARD DRAWINGS W1, W2, AND W6. 2 7 6 � � U) Cn Cn N � s I N: 683243.01, E: 2459064.64 N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - J } V A I 6. DOUBLE METERED SERVICE CONNECTION, 1", WITH - - - i I I f I D I • I 3/4" METER AND 3/4" METER SETTERS PER CITY OF to N 'O L - - - - - - - - -I W 2 G) - - - - - - - - - I I I I I I Z �•I MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. 6 I I 6 I I 6 6 I I 6 I I 1-12" 45° ELBOW p00 5 W z W W 1-12" TEE I I I I I N: 683242.81, E: 2458909.89 I N m � ''� I 7. WATER METERS FOR COMMON DRIVE LOTS SHALL BE 11 I I W I l y z y y 1 1-12" GATE VALVE 1-12" X 12" X 8" TEE I I I 1-12" 45' ELBOW Imo j I LABELED WITH LOT AND BLOCK NUMBERS CLEARLY N II 2 W I I I W 1-12" X 8" REDUCER 1-12" GATE VALVE I I I I N: 683244.26, E: 2458875.57 24 I z Z I 0 , I STATED ON METER LID. 1-8" GATE VALVE 1-8" GATE VALVE I I I I W C7 • I FUTURE APEX N I BLOCK 1 I I I s J N: 683243.96, E: 2458653.14 I I I I I _� 00 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN a N L W N: 683243.73, E: 2458475.70 BLOCK 1 I I I Ln co cn � SOUTHEAST STANDARD DRAWINGS DETAIL W12. '44W Q g o W I I I I I I I I I I I W I SUBDIVISION No. 3 z �, 11 I I I I N 34 33 I I 32 31 30 29 I I 28 27 I I 26 25 I W O �R_8) 9. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN z z I STANDARD DRAWINGS DETAIL W13. n c� 11 I W I I I I W W W W W I I I I I I I I I I A, W N $ I 10. INSTALL 120' LONG, 24" STEEL CASING (MIN.) FOR 00 I- - - - - - - - I - - - -I � 1-12" TEE I- - - - I 1 - - - -I I I I I / `2 I 12" WATER MAIN PER CITY OF MERIDIAN STANDARD O - 12" GATE VALVE v J L P : DRAWINGS SW2 W15 A W15 B N I 6"P. PI 6"M W6"Pl 6 PI s"P - 1-12" X 8" REDUCER _ - W I W 42�I 42"C� u v42"GlI I-w �42"GI��4=1 42"Gi +- �42"Gk 42" 2• 1 y PI W w 6"Pw w vb"PI 6" I��6"P 6"PI�-e-6"@I i,6"PI 6�'PI 6"PY "PI 6" I W W I > I - 1 - - - - - R 1-8" GATE VALVE �`�y� I �o I o, Q N: 683037.63, E: 2458475.98 4 - - - -W W- y� W O Q Q e O �+.• -J.-F4A-y` AIL 4L � _L •L / O I .O co 1 Lu 1 r Dz > r I 12"W 12"W _ AIlt' 12"W � 12" _ _ _ I - 10 90 LF 12� PVC = 40 LF 8" PVC I � W Q � - - - - - U \ E. VIA ROBERTO ST. o� II I 310 LF 12" PVC 1 T 2' BLOW-OFF ASSEMBLY FOR O9 I (, -�- FUTURE WATER MAIN EXTENSION AI s Z EG EG El oP oP _ N: 682999.63, E: 2458476.03 � LJ..I OP OP OP OP OP OP OP Off OP T T T T T- T T T T T T r ur P - I 3 Q N zg 1 - 2" BLOW-OFF ASSEMBLY FOR O8 O I T T�-Tno no o ,: :t t, L.L 1-FIRE HYDRANT ASSEMBLY T T TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE t w FUTURE WATER MAIN EXTENSION LjZ 1-12" X 12" X 6" TEE L - - - - - J T r �" N: 683041.96, E: 2458076.00 1-6" GATE VALVE 58' CITY OF MERIDIAN TOP -�v� rn T Tom T T� roP roP roP TOP TOP roP sn I c1 " I 1 1 a"cl 1 s"G 1i N 10 LF 6" PVC UTILITY EASEMENT r T T T 40 `'' ;: I Q o N: 683038.59, E: 2458387.74 T r r�r�T I o .f• IE5 w u S1406417700 1 1N L& G MURGOITIO LLC I .' N � III , � Q 0 z m X N M U a Z OC 0 a H N O O M U Y O ENGINEERING L.L 0 5725 NORTH DISCOVERY WAY SE 3 PHOINE(08)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c w C6. 1 a N 2 -- SHEET NOTES 04 0] r :i . A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS\ONAL fNc F / 0 50 100 150 I I I B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. \\CENSF 'y ,, L TOP TOP 3 w I C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL Plan Scale: 1 - 50 T �TOE N 3 860 o STOP PUBLIC ROAD CROSSINGS. 0 PTOP— Zpt}—��fJP— — — — — — — I 1130126 p "GI D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 1-6" TEE I THE LARGEST DIAMETER PIPE COMING INTO THE FITTING F OF \� lvIv 1-6" BLIND FLANGE r CONNECT TO EXISTING OR VALVE. yz/N C K\\�\S N: 684903.02, E: 2459052.42 I 6" GATE VALVE N: GATE E: 2459075.64 E. ALL PUBLIC ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. IaI 25I LF 6" PVCI I 6 F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING I I SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. I I I H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER c�, I THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONSLu WITH PROJECT ENGINEER DURING CONSTRUCTION. o I I I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE I I I I OWNED, MAINTAINED, AND OPERATED BY THE HOA. I w s• KEYNOTES 8 Q UTILITY MAIN/MAIN CROSSING IaI I I MAINTAIN VERTICAL AND HORIZONTAL w I POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER cn NOTE 2 SHEET C1.1 FOR ADDITIONAL z N O INFORMATION. O Ln w z Q UTILITY MAIN/SERVICE CROSSING 10' PRESSURE I I a i I o = MAINTAIN VERTICAL AND HORIZONTAL w Lu IRRIGATION EASEMENT I D - - I I O N POTABLE/NON-POTABLE MAIN/SERVICE OR cn > SERVICE/SERVICE LINE SEPARATION PER CITY OF I a I X p MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 I I w I Q Z) SHEET C1.1 FOR ADDITIONAL INFORMATION. I I I I N 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. I APEX CADENCE I I I 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.2. SUBDIVISION cWa� I q 3. INSTALL 2" SERVICE WITH VALVES ON EACH SIDE OF FUTURE PHASE IaI i _u STREET. SEE DETAIL SHEET C7.2. 4. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. o 33 I I OWNERSHIP: PRESSURE IRRIGATION PUMP I I I a I STATION AND PIPING SYSTEM SHALL BE LL I OWNED, MAINTAINED, AND OPERATED BY THE HOA. I I I w . I IRRIGATION PRIMARY SOURCE: SURFACE 740 LF 6" PVC i i i � r• I WATER RIGHT WITH BOISE-KUNA. Ci a l w I IRRIGATION SECONDARY SOURCE: FUTURE N 0 GROUNDWATER WELL. z N I uI a Ia I N z Lu I Lw r I z 15 0 �u I _ N O I I 4 PI — = 0 I IaI w I APEX SOUTHEAST > I I SUBDIVISION No. 2 — N ED W ; � Q z I I — w p O I I I U — — — - - - - - - - - - - - - IaI N W � l z W Q Lu ioo w I I W N Q W I 1-4" GATE VALVE I I I i o U 1 1-4" BLIND FLANGE I I I LLJ 2 I I N: 684265.60, E: 2458851.77 _ I I I.LI 10' PRESSURE IaI w 3 I IRRIGATION EASEMENT c, r (A 3 105 LF 4" PVC I W W W W W W W W W 00 1-6" TEE 740 LF 6" PVC LU 1-6" GATE VALVE W S I 00 1-6" X 4" REDUCER X . . . . . . 4 I N: 684161.70, E: 2458851.91 I I w N I I 1-6" 90° ELBOW IaI I a � N: 684161.97, E: 2459053.41 `O I W I I N W �rI 200 LF 6" PVC I I — zo I y y y w w y • 6"pp g"P♦ pz 1 I U N I .� 4. 4. 4. 4. 4. 4. 4. 4. 4. I W � � CO •1 Q 2 • 4 y w w y y y w Q= 12"W 12"W 12"W 12"W 12"W I I n ~; 115 LF 6" PVC Z z E. BINGLEY LN. 12'�v a"w z Y I .� �. o II 0 _ Z v v 1 N o O APEX CADENCE W W W W W W W W 3 SUBDIVISION I BLOCK 1 i I s's I S a"s�ma's — s"s FUTURE PHASE WI W W W W W W W W W 5 a"s a"s 4"� Q"s a"s 5 3 1-6" 90" ELBOW a y y y y y y N: 684046.70, E: 2458852.07— • O 1-6" GATE VALVE o J8i 1 g"Sp IW I N � � 4 I I 4"PI ENGINEERING L.L 2 200 LF 6" PVC I 5725 NORTH DISCOVERY WAY N I w w w r w w Ws.Ply v v w w 6'PI w w w BOISE,IDAHO 83713Cl O I I PHONE(208)639-6939 N I y 41 41 3 I 3 I i > I kmengllp.com z I . W W W W W W W I �, I 1—6" 90' ELBOW I W cam I DESIGN BY: LCK Z I 4 � y � N: 684046.97, E: 2459053.57 W W W W W W W W W W W I W I I W DRAWN BY: JAD cr Z N BLOCK 1 I 10. o W I W W W W W W W W W W W I W ro I O l i O I ioLn I CHECKED BY: LCK Q DATE: JANUARY 2026 z ° �� y_ �� 4 m � �� ' PROJECT: 24 287 c— SHEET NO. c V MATCH LINE - SEE SHEET C7. 1 Lu a0 a N 2 La N I 1-6" RESTRAINED END CAP - � APEX CADENCE SHEET NOTES y I I N: 683988.91, E: 2458201.88 I SUBDIVISION 1-4" GATE VALVE MATCH LINE - SEE SHEET C 7 . 1 S �. �.a �. A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. 5\ANAL fN� o I FUTURE PHASE 1-4" BLIND FLANGE �� \cENSF 'y o y I r r _ _ W IjJ" W 5 ^ _ � I N: 683934.63, E: 2458425.30 \. B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. � I I I 1 WI W W W W W W W W w w I I I 3 I C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL o I 1-4" TEE 00 I I W Wa W W W W I� 1-4" GATE VALE W W W W W W W w w W 1 I w. 1/30/26 I1 c� 1 � PUBLIC ROAD CROSSINGS. 0 50 100 150 i4, oy y / a I 4 I7 I I N: 683865.28, E: 2458524.81 0 3 - J - - - I N /{ a I 1 D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS y ��9T Pao v Nor /� I ��s 60 LF 4" PVC I I F \� o I THE LARGEST DIAMETER PIPE COMING INTO THE FITTING Of Plan Scale: 1" = 50' y y y I� 1-4" GATE VALVE 1-4" GATE VALVE s y S� 39 1-4" 22.5' ELBOW s I I OR VALVE. N: 683865.40, E: 2458614.31 C. K u� I N• 683891.80, E: 2458929.22 w 9 I I 1-6"x6"x4" TEE W W W o W ciW /d s s' a"w s"w s" s'w 8"w r1" s"w ; 8"w ' a - - - - 0° E. ALL PUBLIC ROAD-CROSSINGS SHALL BE SLEEVED PER I 1-4" GATE VALVE E. AMBITION LN. = 60 LF 4" PVC N: 683891.97, E: 2459053.77 / IW - I - TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. I N: 683875.63, E: 2458425.38 s" s"s 5 8"s s"s s"s s"s S s"s „ I 1-4" GATE VALVE 1-4 GATE VALVE 6 I 2 3 I v N: 683865.48, E: 2458673.31 N: 683865.63, E: 2458787.81 I F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL s 10 LF 4" PVC 2 T 5 ��^ s r - - - - - - - - - 3 I CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 7 a, A, _ _ - I 00 5 s 1 sD SD 1 25 LF 4" PVC 5 I SD-403. 1-6" 22.5' ELBOW �' / - - I 6 y 0 -� 00 53 2 2 51 1 125 LF 4" PVC 1 CD N: 683847.43, E: 2458175.86 / - 4' I 4'PI PI - 4'RI s 1 I G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 a / / I - - - - - - - - _ _ _ _ _ _ - - - 70 LF 4" PVC 10 a I PVC OR APPROVED EQUAL. 1-4" 90° ELBOWS I 75 LF 4" PVC • f 90 LF 4" PVC 1 3:: 90 LF 4" PVC N: 683865.14, E: 2458425.39 0� I s 00 Lu I I s I y H. INSTALL AIR RELEASE VALVES AND DRAIN VALVES PER a 99 I 1 50 s 1-4" GATE VALVE _ - - - - I 0D THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS o a 1 1-4" TEE 1 a Oro ci' / 1-4' GATE VALVE 1 1-4" 22.5' ELBOW - - - - - I WITH PROJECT ENGINEER DURING CONSTRUCTION. o 1-4" GATE VALE w y I I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE N: 683865.24, E: 2458499.81_ - J � - - - - - - - - w k - - - - - - - - N: 683865.73, E: 2458866.52 I I r _ _ _ _ _ _ II II II - - N: 683865.59, E: 2458762.81 - - - I - - - - - - - w 80 LF 4"° PVC ^�� / w / s w v �IW - - 25 LF 4" PVC I W I - - - - - - I I r_ - - - - - - - S 11 1 I 145 LF 6" PVC / W W W W W 1 I s (n � 1 1 I 1 O 1 ;� OWNED, MAINTAINED, AND OPERATED BY THE HOA. o� 9s s 55 1 49 s I a W I 4"PI- KEYNOTES # ✓ \� 1 I I 1 2 I I I I I o � . BLOCK L - - - - � = I - - - - - - - - - I - - I I �. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - - - - - - - - I Q UTILITY MAIN/MAIN CROSSING 1oe' 1-6" 11.25° ELBOW y W % / \ / J� W W W 0 W 1y W 1 v � 3 f BLOCK 1 I m MAINTAIN VERTICAL AND HORIZONTAL 1-6" 22.5° ELBOW / / / 1 1 1 °° POTABLE/NON-POTABLE MAIN LINE SEPARATION w 1 I °° s toe N 683725.52, E: 2458100.12W / / �" w W W W W I �' 0� J 2 97 S O I O N 12 I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Q O I s 56 48 S W I NOTE 2 SHEET C1.1 FOR ADDITIONAL z i �oE oe o f 4F I 3 1 2 I INFORMATION. 0 1-4' TEE 1 �1 20 LF 6" PVC �' -�� - - - - - - - - - - - - - w - - - - - - - _ - - - - w L - - - y 6 cn 1-4" GATE VALE 1-6" CROSS / �y' W w SA - - - - - .I Q UTILITY MAIN/SERVICE CROSSING 2 - - - _ _ _ _ _ I MAINTAIN VERTICAL AND HORIZONTAL w - - - - - , � O Jr � > w 1-4" BLIND FLANGE IW 2-6"x4" REDUCERS / - - - - - 1 00 I `� POTABLE/NON-POTABLE lco N: 683707 02, E: 2458060.14 s 1-4" 22.5' ELBOW c s ` 11 I W 0� I 3 96 S s 1 57 1 47 s I I I MAIN/SERVICE OR coP / �o� N: 683707.08, E: 2458101.64 / 1 I 1 1 I I 1 1 s 13 I I SERVICE/SERVICE LINE SEPARATION PER CITY OF L - - - - - - - - J dL - - - - - - - - J 330 LF 4" PVC 1- - - - - 1 1 1 LLW MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 L - - - - - - - I 6 4' I - - - - "' >st 790 LF 6" PVC W o I SHEET C1.1 FOR ADDITIONAL INFORMATION. y Q r - - - - - , - - - - - - - 1 r - - - - - i I 1-4" GATE VALVE I �; 245 LF 4' PVC 00 r BLOCK 1 I I 1 � � � I 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. / 40 LF 4" PVC I 1-4" 1 1.25' ELBOW I I I 1 y [ 1 1-4" 90° ELBOW y I 1 95 s s 58 I 46 s I O 1 I O � 1 I - I 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.2, �? 11 125 LF 4" PVC 5 N: 683654.89, E: 2458275.651 1 I I I I- - - - - - - - I w= I 1 I- - - - - I N s 14 W 1-4" GATE VALVE / L1 I I 1-4" GATE VALVE- - - - 00 _ - - - w O 1 $y I m 3. INSTALL 2" SERVICE WITH VALVES ON EACH SIDE OF N: 683671.84, E: 2458219.15 5 I I N: 683618.24, E: 2458481.28 W W W W W W � - - - - - - 1 °0z - - - - - - - - m - - - - - - - - W ALLEYWAY. SEE DETAIL SHEET C7.2. EXTEND 1" SERVICES z I TO EACH LOT. 1 I 2 - - - L - - - I " " I w O >_ 1 O I - - - 0-0 - N I 60 LF 4" PVC W " W S I>- _ _ ��I m 1 94 1 w s 59 2 J 45 S w - - - - - - - - 0 4. INSTALL AIR RELEASE VALVE PER DETAIL, SHEET C7.2. o 11 1 I 0� 205 LF 4" PVC 1 ALLEY "D" e 2 cn0 1 3 11 35 LF 4' PVC - - _ _ _ _ - - = I Q 1 1 � _ 00U - - - - L - - - - - - - - °'w 5 1 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.2. 1 - - - - - - - - - (f-J s � �"2L - 1 , - Q - - - - - - 1 00 1 11 I 11 1 1 1 W 93 1 L` 3 3 1 oc 1 I 6. INSTALL 2" SERVICE. I - 11 I I 1 3 1 2 I I 3 1 1 2 1 1 1-4" TEE °° 60 1 I 44 1 s Q 1 a 1 ". 1 I 5 W 1 I I 1 1 1 I W 1-4" GATE VALE S ?i 'I OWNERSHIP: PRESSURE IRRIGATION PUMP I 1-4" TEE 1 I 1 I I 145 LF 4" PVC - _N: 683618.29, E: 2458525.1�4 I I - - - - 1 i 1 I 11- - - 1-4" GATE VALE 1 1 I I I I - - - 52 _ w 1 STATION AND PIPING SYSTEM SHALL BE 1 - - N: 683617.96, E: 2458275.70`n � �'a 1 I 1 1 1 1 I I 1 I 1 1 �' 1 � - - - - - - r - - - f 1-4" TEE I � I N 1 °° 11 1 I I 1 1 1 1 I N I 8o LF PVC 1 s 6o LF 4" Pvc 1 s 16 2 1 W 1 OWNED, MAINTAINED, AND OPERATED BY N: 683537.60, E: 2458763.25 I 1 1 I I I I I s 61 s I THE HOA. I 2 1 �, I I I I � I 1 43 N 1 31 m PVC 1 1 I I 1 W 90 LF 4" PVC I 1 s L - - - W - - 90 LF 4" PVC - - I IRRIGATION PRIMARY SOURCE: SURFACE I I- - - - - - - - - I 1 I I v 1 � 1-4" GATE VALVE 1 1 1 >st N 1 sn 00 2 -N: 683528_46, E: 2458275.82-1 I- _ 1-4" 90• ELBOW 62 5 ® 42 I `° I WATER RIGHT WITH BOISE-KUNA. I 1 N N: 683537.28,E E: 2458525.25 2 1 r W -W 2 W 3 r W W W W N s 17 1 1 I z - - - - - - - - - - 1 11 I 6o LF 4" PVC 8' w s" 8"w 8"w 1-4" GATE VALVE 8"w 1 I I 1 :a I IRRIGATION SECONDARY SOURCE: FUTURE Q Ii 3� s co 1. GRAND CRANE LN. N: 683537.40, E: 2458614.75 = I 63 p. I 41 s W i GROUNDWATER WELL. rl 1 - s s"s 8"s s"s 8"s 8"s 8's s"s 8"s s s �r 1 1 I 1-4" GATE VALVE I 1 1 I W I N 11- - - - - - - - - 1-4" GATE VALVE - - - - - - - - - - - - - ( 1 J N: 683537.48, E: 2458673.75 _ _ (n N 1 a 1 - O z I N: 683469.46, E: 2458275.90 1 1 s 18 �o - - - - - - - - - - - - - O - 1 11 - - - - - - - - - � I I I Z w II 1 W i - - 1- - i 1 - - i - - - - -I � - - - - � W W °° S 64 I I 4o I s I 1 ; ; I 620 LF 6" PVC 1 11 S 1 1 I 1 I I 1 1 1 1 1 1 1 I I - - - - I z 11 1 W I I I I I I I I 1 1 - - - - - I - - - - - - - - 1 I w _ 1 90 LF 4" PVC 1 I 11 I I BLOCK 1 1 I I I I W - asD - 3 - - - - - - - - - - - - - N I 1 11 W II I 1 01 I 11 I W � � - I O 11 `� ? 81 82 83 i 1 84 i 1 85 l i 86 I i 87 I i 88 1 1 89 i 90 s 1 65 2 1 I I 3 39 1 s s --4--A I 19 I a I Q 1C 1 11 1 1 I I I I I I I 1 1 0 `� A - v I I 1 I 1 I 260 LF 4" PVC- -I I 1 3 1 APEX SOUTHEAST - 1 s W 1-4" GATE VALVE I I I I - - - - - - - - - I N II I 2 1 N: 683378.96, E: 2458276.021 o •I - SUBDIVISION No. 2 m 1 I W r - - - - - - - 1 I I 1 1 I (R-s) z I `' IL - - - - - - - - - I J 1 3 I I I 1 1 3 I 3 I - - - � I- - - J I 1 tJ1 Q z - - - � - - - - L - - - 1 - - - - - - - - - , � �O� - - - - - - � - s 66 � i 38 I S - s 20 i �. � APEX CADENCE I I1 2 I N 25 LF 4" PVC 11 80 ALLEY " Lu A" 11 E ® 0 1 N 1- I L - - - - - - - - - N N � I W SUBDIVISION - 1 - - - - - - - - - - - - - - - - - - - - - a 0 -0 I U - - 1 r - - - - - - - - � FUTURE PHASE I N 1I 1 s = - - _A" L - - -CPL , - - - " L - F_ �»� - 1 I I Z w Q W 1 1 325 LF 4" PVC 1 1 I I 2 1-4" 90° ELBOW I s C7 1 37 s I 2 I `n I L.L I S r n 1-4" 90° ELBOW W I 2 I I 2 1 1 11 1 1 1 N: 683354.40, E: 2458603.05 1 2 1 O 2 I 1 I s I 21 I I u o f m M G - 1 I 1-4" GATE VALVE 1 I I 1 1 1 1 1 1 1 I I 1 1 - - - - - - 1 L - - - - - - - - w I O 1 J � ,� I Q I I N: 683353.96, E: 2458276.05 1 I 1 I I I I I I - 1-4" 90' ELBOW- - - - - - - - - - - 6 vi U N rn I I I I I I I I a N: 683277.60, E: 2458763.59 * I I 790 LF 6" PVC 1 11 2� 1 s "CO79W 1 78 I I 77 I I 76 1 1 75 1 1 74 1 73 I I 72 1 71 3 s � 68 1 I 3 36 s s 04 W I W 1 I I I I I I 1 1 I I I I I I I 70 �I I ' I L _ _ _ - _ _I W I I I I I 75 LFI 4" PVC W N 00 90 LI I F 4 PVC O I 1 OC - - - - - - - - y l I I 1 1 I I I 1 I I 1 I I 22 1 1 a 1 Q N � o- I II y L - - - - U I - - U - - J I- - 1-4" 90° ELBOW_ 3 69 - y 35 y I I I I 5 1-4" GATE VALVE 1 40 2 / �� L u LL I I fJ� N: 683277.38, E: 2458603.16 GATE VALVE 3 ' L - - - 1 o I (A cn n (n w _. _. _ - - - - - - - / 12"W - 1 12"W 00 N: 683277.48, E: 2458674.09 1 III s „ 8" 811W 811W 8"W 12 12" 2"W 12"W 12"W 12"W 12"W 12"W 12"W s12,4 s 8"S 1 70 LF 4" PVC E. ACME LN. o - m I 11 5 °s "s 8" 8"s 5 8"s "s s"s 8"s 5 8"s s"s a"s 8" s"s s" II00N 23 - - - -1 s V) V) U) U) Cn s s I 1 a I (A I o •� I Z 1 11 - - - -I N 2 W I - - -1 r- - - - - � W - - - -I I- - - - - , r - - - - -1 1- - - - � � - - 1 L- - - - - - - - I 1 I W N W W i 11 11 1 1 11 i 1 1 a - o 1 11 2 Do a 1 11 I 11 11 11 II 11 I � 11 I W 2 I I z W 1 1 1 I I BLOCK 1 1 1 1 1 I �' -0 ~ N 2 1 I 34 33 00 FUTURE APEX Y 1 1 I 1 I I W Q N W O O 1 1 32 31 1 30 29 11 28 27 I I I I W °° 1 SOUTHEAST z 1 1 1 I 1-6" 45' ELBOW Z 1-6" TEE �, i i i i SUBDIVIR Ig N No. 3 O N: 683088.19, E: 2458100.97 1 11 w I 1 1 W W N W I I I I 1 1 N: 683100., 30ELF2659PVC 83 _ g I I I I 310 LF 6" PVC 1 1 I W Q 85 LF 6" PVC I I 1 1 1 1 I I I - 1 m ( ) U 1-6" RESTRAINED END CAP 11 1 W ' I W N 11-6" GATE VALVE 1 I I I I 1-6" 45° ELBOW 4 00 _ 1 o I N 1 I 1-6" GATE VALVE IN: 683083.91, E: 2458496.911 1 1 1 1 1 1 N: 683078.61, E: 2459033.08 / o N: 683088.41, E: 2458080.97 ci I 5 1 N: 683084.82, E: 2458412.91 I W W Ni 1 I 2 1 - 1 1 - - - - I - - - - - 2 - - - - - W W 1 - - - - - - - - I 1- - - - - - - - - - - - - - - -1 - - - - - - - - - I - - - - - - 1 L - - / W 1 LL I ssP - - - - - - - _ W I P I E N G I N E E R I N G I z�42'GI s" 6 I 61 N 5725 NORTH DISCOVERY WAY w 42' I 42"G 42"GI "GI ��42 Gl-war 42"fbl 42'GW 42' 2" I 6i PI �s"PI s"�I s PI W W I _ 1 L 1 6'PI sePl s"PI o� wI I 6 -w- - - y y _w_ -�_ 2-y R y c w w W w y 2 w w w 535 LF 6" PVC w w w 4 w w w w w w w w w w w w w w w C, I'I BOISE,IDAHO 83713- O a - - - _- -w w- -v v w w -w � s �- z -a- 5 v v w w w v v 6 v v v y v v v / 1 I PHONE(208)639-6939 20 LF 6" PVC I I I I I I - - - - - - -� -� - W -W / Q 1 o kmengllp.com z 1 cn DESIGN BY: LCK a - r I �N I 3 DRAWN BY: JAD 12"W 12"W 12"W 12"W 12"W 1 -T2 - �{- �W N oG - - - - - - - -1- - - - CO 3 E. VIA ROBERTO ST. 1 o CHECKED BY: LCK Q - 00 EG I EG EG I EG N, I DATE: JANUARY2026 z o - OP - OP OP--OP o o O 01'c� OP OP OP O p Op 40 PROJECT: 24-287 - u T T T T T T T T T T Tq60- I 3 G TIv, SHEET NO. G S1406417700 I T I TAT T Tl?� TOE TOE TOE TOE TOE TOE TOE TOE TOE -� o L& G M U RGOITI O LLC L - - - - - J ` T TOP r TOE TOE TOE GI TOP �TOFTo TOP TOP TOP TOP TOP TOP TOP I 18"GI- C7. 1 W - �_T-T-,r� Top N a T-T--TAT 1 t NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN [STANDARD MANHOLE �FSS\I3VAAL 4,0 THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE ADEQUATE VENTING. P/L FRAME AND COVER R RELEASE S WITHIN OMMON OR NTEAR I ROAD FRONTAGEEW EREVERCPOSSIBLE. 860 1/30/26 0 3' MIN. "PLACE APPROVED METAL OR ��9j� OF �OP� PLASTIC TAG WITH"NON-POTABLE y 5'-MAX WATER DON'T DRINK"IS REQUIRED ��^/ C. K\N� FIBERGLASS STUB 1"0 PE PIPE 24"0 CONCRETE VALVE BOX 4"O THREADED ;Z—PIPE. LENGTH & COVER WATERMAN MODEL CR-100 CAP OR PLUG FINISH AS REQUIRED. AIR RELEASE VALVE (OR EQUAL) GRADE Lu —III III III II II III III III— 1-1/2"0 GALVANIZED � I I I 'I III III III III I" I I I III IRON NIPPLE & 90' ELBOW * I I NOTE: MAIN I I I III I I 1. 2'-T MIN., S-O" MAX. + BALL VALVE CURB STOP " IN UNPAVED AREAS (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC I WHERE THE LINE IS TAG WITH "NON-POTABLE ° 1-1/2 0 SCH. 40 FREE DRAINING. WATER DO NOT DRINK" IS —III I I - GALVANIZED IRON M _ / REQUIRED. CONNECT TO VALVE III : a A. — PIPE RISER 2. T-T MIN., 5'-0" MAX. p TAPPING cn BOX WITH EYE BOLT AND WIRE TIE.—I I I —I I I I IN PAVED AREAS OR Q SADDLE z a ' WHERE THE LINE IS N O I I I ° a I I 1=1 I NOT FREE DRAINING. " y1 a. I IIILu +1 1-1/2"0 GALVANIZED 6 MIN. Lu > w TRENCH — 8 . 8 — MAIN IRRIGATION 3 DEDER NTIIFICAITION AND o N IRON PIPE — O 00, O 0, O O 00, O 0, O BACKFILL a a TAPE REQ'D. PER w _ O OO 000 O OO 000 0- co a a a THE I.S.P.W.C. 4"0 PVC OR ABS 0O O 0 00 — O — DIVISION 900. PIPE VALVE BOX O O O - - �J\ NOTCH 4"O VALVE POLYETHYLENE - 0 0 O O OOOO — — ° I BOX OVER PIPE WITH _ O O OO O O O O 0 00 OOO O a y I I I I I I I I I FROM MIN. CLEARANCE 1 O O O 000 000 O O O FROM PIPE _ O O OO O OOO OTOO BRANCH SLOPE - _O O O0 0 O O 000( _ TEE TO DRAIN 000 00 OO OO O O O I � 00 O000000O - � I ODO — SCALE: NONE I_ - -_ � 0 -01O1" O BRONZE CURB STOP- I 11 I PROVIDE LONG RADIUS BEND MAIN FORD OR MUELLER, OR MAIN LINE AIR RELEASE LINE IN POLYETHYLENE PIPE — 2 CUBIC YARDS MINIMUM APPROVED EQUAL. WITHOUT KINKS OR DISTORTION —I �=2" WASHED DRAIN ROCK,_ N TS --OR AS REQUIRED. TAPPING SADDLE -I I I I I I I I— DIG TO FREE (ROMAC 101S OR APPROVED EQUAL) DRAINING SOILS TYPICAL 1" SERVICE TYPICAL MAIN LINE DRAIN N TS N TS rl AC PAVEMENT BY OTHERS PAVED SURFACE SEE NOTE 1 BELOW O J VARIES, 2.5"-3 z — 3/4" MINUS BASE, BY OTHERS Q w VARIES 4"-6" z W > OLLJo 0 n PIT-RUN SUB-BASE, BY OTHERS = z 0 0 0 0 0 0 0 0 0 > a o o 0 OOOO — o — I VARIES, 10 -16 3: = p p pI TEMPORARY BACKFILL AS p p p m 00 O O O REQUIRED TO MAINTAIN O O O z Q 12COVER OVER SLEEVE O Q 0 SUB GRADE ELEVATION, BY n, _ — I OTHERS, SEE NOTE 1 BELOW Lu o COORDINATE WITH PAVING += PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT U CONTRACTOR FOR REMOVAL I III II 1=1 - SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND Z W w OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. W 5 LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: Q FINDER TAPE CARSON MODEL 910T COVER —""","III, -NON POTABLE WATER FOR IRRIGATION ONLY" (,/) LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING U u) (2) 3" CLASS 200 SIGNAL O X W CONDUIT WITH 1/4" 2" W NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE a- CL COMPACTED TO 95% DENSITY. III III III III III III II III II Q PIPE AND BELL III III III III III III III II III CARSON MODEL 910 10" VALVE BOX 0 a MIN. 4" TRACER WIRE LOOP m x SKIDS PER ISPWC SD 307. m MIN. 6" SLEEVE MIN. 6" SEE SLEEVE SCHEDULE, THIS SHEET 2" VALVE NUT SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE 5 z ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED 0 UNI-FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN a NOTES: NOTCH PVC BOX, BOTH SIDES � Z 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z Y Z FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD a 4" 5.36" 8" PVC C900 g 28" SUB—BASE, ROAD BASE AND PAVEMENT. o U 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE Z 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR s SIDEWALK. 6' MIN. a a 6" a a4#4 REBAR 0 ° 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT ° ENGINEER I N G L.L SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP a 6" ° VARIES 6" 5725 NORTH DISCOVERY WAY D PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. °d 4MIN'. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHO 83713 w 10" 12.79" 16" PVC C905 15.92" G ° ° „ / PHONE(208)639-6939 0 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° a ° UNDER 10 PVC PIPE z 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. kmengllp.com N 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LICK g NOTES: DRAWN BY: JAD o A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: LCI< PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR CH Q PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: JANUARY 2026 z N B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL o PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 24-287 c— V SHEET NO. c TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7.2 w a N TS N TS N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES AND SHEET C1.2 ASS\ONAL fNc� FOR EXISTING CONDITIONS AND DEMOLITION PLAN. \CENSF 'y B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT 860 Z �I I a I I TESTING FIRM PERFORMING BACKFILL DENSITY TESTING I ti - - - - J I I I J - - - - I I I N WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE s> 1/30/26 �o I Os„Z� 3 I I I slu Z s I I s _ w� I N I I N SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION �� qTF OF \�P L s a M"a I I I I Q � 60 � v MEETING. y S� 00 I- - I- - - - - - - - a I I I I o C. KEN - - s s �M•e I _ _ _ _ _ _ _ _ p - _ _ _ _ _ _ _ - - - - - - - w s I I I w I C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO a ` I z I a1 I a I m a BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF _ a I Q N I I O ° ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN I -- - - - - - -- s s I s I I D- DURING CONSTRUCTION OF THE ROADWAY TO PROTECT w I 82 78 I THE PIPE. - - - - BLOCKI id„� id,ti - s I I act I w $ D. IRRIGATION MANHOLES SHALL BE PRE-CAST WITH FLAT 'I BLOCK 1 I I s �9"a � 81 � 79 � I I �i•, � TOP. STANDARD MANHOLE FRAME, COVER, AND RISER a v PER ISPWC STANDARD DRAWING SD-617. COVER SHALL I I I \ M / I I I BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER a /- - - - -I I I I TO PLAN FOR INSIDE DIAMETER. I I 3 I M""8 ; M„8 M„8 M M„8 M„8 M„8 M„8 M„8 M„8 t- i " a o _j Lu S. OWL SUMMIT LN. I o O o s„8 S„8 s„8 s,.s s s„8 5,8 s,.s S„S N s M - - - -I I o KEYNOTES _ I I 3 S 2 S s idol L - - - _ I I / // / N s I I _ I ~ c) p UTILITY MAIN/MAIN CROSSING _ - _ _ _ _ _ r - - I I I I _ / Q/ / _ _ _ _ _ _� _ _ _ _ I N � MAINTAIN VERTICAL AND HORIZONTAL WATKINS _ I I / / r r POTABLE/NON-POTABLE MAIN LINE SEPARATION �RA►N s„P� / / I I I 11 s P�� / / 3 I °� PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER dot / / / I_ dot _ NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION.4�2fG_1 NN I � I 1 I 1. INSTALL 48" END SECTION AND TRASH RACK WITH RAP Z d0j. dot _d0 _� @I (8" ANGULAR STONE) PER ISPWC SD-628. CONTRACTOR 301 RAWSON1 d0l NI TO ENSURE PIPE DISCHARGES TO EXISTING DITCH AT N 301 EXISTING DITCH EXCAVATING AND RESHAPING 2 7O.L do1 BOTTOM. 01 301 GIMH #1 (72-INCH)o1 DITCH CHANNEL MAY BE NECESSARY TO ENSURE PIPE L 301 STA: 29+98.81 SMOOTHLY DISCHARGES INTO EXISTING DITCH. dol RIM: 2737.14 d01 - - - J 2. INSTALL PRESSURE IRRIGATION MAIN BELOW PROPOSEDINV IN: 2731.71 42 s" Pi 6-pi - P . so' " WATKINS DRAINPIPE.P d01 ~INV OUT: 4 42"GI 42"GIl �42" 1 42"GI 42"(41 42"GI 42"GI 42"GI 42l"GI - d0 _d01 JV1`�il�dO� �O1 \\ter - \- - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - J I � 3. THE WATKINS DRAIN IS CONSIDERED A PRIVATE FACILITY. GIMH #4 (84-INCH) SEWER MAIN CASINGS AREN'T REQUIRED PER CITY OF _dol 124.14' of 4- MERIDIAN SEWER MERIDIAN REQUIREMENTS. idol\ @ 0.06 . \00 EASEMENT w GIMH #3 (72-INCH) STA: 37+90.48 „o STA: 34+55.39 � o � RIM: 2738.51 / I dog do N N RIM: 2737.34 INV IN: 2732.11 42' GIMH 1 (8.9 INCH) o INV IN: 2731.94 42" \ o w INV OUT: 2732.11 42" � 0.\ STA: 31+28.95 � INV OUT: 2731.94 42" � o /\°e \ RIM: 2737.62 0_ zo I o d� "'o \"o INV IN: 2731.78 42" o °. INV OUT: 2731.78 42" CL CD - o' oo� oo\ � APEX CADENCE Y \\ �, SUBDIVISION o11 °o \\ FUTURE PHASE �°, o \ I 000 1 - R. WATKINS DRAIN PLAN AND PROFILE N z 0 50 100 150 0 5 10 15 Q Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' rl J O � z zLu Lu z 20 2750 2750 2 O Ld ..z Q z Z z z C14�.N N N� Z z QZ z Z2745 00 2745 zJ NCq NON � n NM't _: r7 Nr7 vI r,00- I-0OCDvj � M r7 r NjN LO � N N z +M +r (�N Z =NNZ 0O 2MNZ =MNZ 0 0 nC,4 D v .. .. z o Z Z Z Z Z Z Z Z5(n0 F F FINISHEDGROUND coo _ 27 Q w 2740 C r n z EXISTING GROUND \ Q DC - - - - < 2735 / 2735 � � 159.97' of 42" ADS SANITITE HP_® 0.05% 320.45' of 42" ADS SANITITE HP ® 0.05% 328.59' of 42" ADS SANITITE HP C�? 0.05% �o V 2730 2730 STA:28+35.84 ELEV:2731.63FL �124.14' of 42" ADS SANITITE HP ® 0.06% z m O 2725 2725 D V D 0 N O O a EXISTING GROUND CENTERLINE OF GI PIPE ALIGNMENT z 2720 00 FINISH GROUND CENTERLINE OF GI PIPE ALIGNMENT 2720 z Y _ O On 00 O On C14 N (0 00 00 00 N � 00 ;-0 00 0 _ 0 O 00 0 N 0 r- Cn 0) 0 Cn Ua0 00 (0 00 00 (n ( po O a0 n 00 n n 00 r- NN n nr Mr7 00 ( ( (D o (o 00 (6 (6 (o o 6 11) 6 N o N N N " N N " " N N N N N N " N N N " N N N N N N N N N N " N N N N N N N N " N N N O ENGINEERING L.L 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 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 O U PHONE 208 639-6939 7 kmengllp.com L DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 c- SHEET NO. c > Lu V J n a0 a N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES AND SHEET C1.2 ASS\ONAL fNc� FOR EXISTING CONDITIONS AND DEMOLITION PLAN. \CENSF 'y B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT 860 TESTING FIRM PERFORMING BACKFILL DENSITY TESTING 1130126 0 WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION 9 qTF \OPIv MEETING. Of lv C Y, C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN I st I I 1 T DTHEIP CONSTRUCTION OF THE ROADWAY TO PROTECT Is L — — _ 1 — — � — — J 1— _ _ _I I J _ _ 0� D. IRRIGATION MANHOLES SHALL BE PRE-CAST WITH FLAT N I \ s N Cn (n vl Ul N (n N Jg( TOP. STANDARD MANHOLE FRAME, COVER, AND RISER : � PER ISPWC STANDARD DRAWING SD-617. COVER SHALL s s'W 8'W s'W 12 12 2 W 12 W 12 W BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER I TO PLAN FOR INSIDE DIAMETER. „S 8„ 8„s s 8„S „S 8„S a"s s 8"s 8'S- Lu APEX CADENCE 1 I II I o W W SUBDIVISION N M FUTURE PHASE I II 1 3 '� KEYNOTES A I III — - -I N I — - - � - - - - � r — — — - - I— - - — — � r N - _ _ _ _ _ _ _ _ _ I I I UTILITY MAIN/MAIN CROSSING 1 �, I I I 1 I I MAINTAIN VERTICAL AND HORIZONTAL II I o� I I POTABLE/NON POTABLE MAIN LINE SEPARATION BLOCK 1 I 1 BLOCK 1 I I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER I°)II 2 1 z I 1 1 I I NOTE 2 SHEET C1.1 FOR ADDITIONAL I� 2� 2� �1 1 1 34 33 I I 32 31 I I INFORMATION. z N I I I cn GIMH #4 (84-INCH) 1. INSTALL 48" END SECTION AND TRASH RACK WITH RIPRAP z STA: 37+90.48 N I < GIMH #5 (72-INCH) I I I (8" ANGULAR STONE) PER ISPWC SD-628. O RIM: 2738.51 I ' I I I STA: 42+16.95 I I N INV IN: 2732.11 42" I I� 1 L I RIM: 2738.77 I 2. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD > Lu INV OUT: 2732.11 42" I I I I Q , I INV IN: 2732.32 42" I 1 1 1 SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL L ~ _ _ I 9 — — — — — — — — J — _ — — _� N L INV OUT: 2732.32 42' 1— — — — THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY — APPROACH WITH 6" THICK CONCRETE ON 4" OF 3/4" 1 1 MINUS CRUSHED AGGREGATE. REFER TO ROADWAY PLAN — — — — — — — — — -- — — — — — — — — — — — 6'PI 6"PI P 6"P� PI 6"PI s"PI0 i SHEETS FOR ADDITIONAL INFORMATION. I 2"GI 142"GI 42"GI t 2"GI P� \ s"PI C"PI s"PI s"PI s"PI- - —42"GI 42 GI I — — — — — — — — — — — — — _ _ _ _ _ __ ��o_ 4 — — — — — — — - 3. THE WATKINS DRAIN IS CONSIDERED A PRIVATE FACILITY. ACHD STORM z e I I I I I I — — -_ SEWER AND WATER MAIN CASINGS AREN'T REQUIRED PER i DRAIN EASEMENT w e CITY OF MERIDIAN REQUIREMENTS. f - - — 0w 12"W 12"W 1 —t — firW 12"W-O Q 12"W 12'V _ — w ; 2 N E. VIA ROBERTO ST. °° c oz 1 0o o o_ - IzI I I I I I _npl�. I OP SOP OP OP Of'm_ — —0P OP— Xwz�� OP 0 k OP -T T T T T T T T T T T T - 1 TAT! T� O 44 WATKINS DRAIN - r T OE c + T _ _ _ _ _ T S 1406417700 L J ,�° TOP O-T�1 pFT L& G MURGOITIO LLC GIMH #6 (72-INCH) STA: 43+17.59 RIM: 2738.77 INV IN: 2732.37 42" INV OUT: 2732.37 42" WATKI NS DRAIN PLAN AND PROFILE N z 0 50 100 150 0 5 10 15 Q Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' rl J O � z zLu Lu z 20 2750 2750 Z O > Q O z O �? o — = Q z z w" m 5 O N O N O G 2� N C) N O Q 2745 z o Z o N n o � `t 2745 �'� Z _ �00 N N� M N Zp V / Q 00O� M I� CO� c� N N� I-) N w z N + CV F- �NnN O �I�I� r7 N _ N Z O FINISHED GROUND = "! z O CO +to N U O _ _ z � o Q > > M N C��O_ Z Z I C�N5EZ Z =�N — O I..0 2740 EXISTING GROUND a > > 2740 W Q cn �; � Z Z 0 2 z n 19.48' of 42" ADS SANITITE HP (9) 0.05% U Q 2735 419. 742735CL Lu 97' of 42" ADS SANITITE HP @ 0.05% Q > 1 Q STA:43+40.07 V a 2730 ELEV:2732.38 2730 X N N In O 3 \-94.64' of 42' ADS SANITITE HP @ 0.05% z m O Z 2725 N 2725 0 Z N D O N N O a EXISTING GROUND CENTERLINE OF GI PIPE ALIGNMENT Ln FINISH GROUND CENTERLINE OF GI PIPE ALIGNMENT 40 z z 2720 �, 2720 Y OZ CO CCOO 0000 OCO) � O) I� nCO � cC1 c0 0000 COc CO c00) 0 O N_00 OO O O O 0) 00 CO I � r7 CO N U 06 c06 c 6 N N z N N N N ^ CIA N N N N N N N r N N N 0 N N N N N IN N N N N N N N Ntam O ENGINEERING L.L 37+70 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 O PHONE 208 639-6939 U z kmengllp.com DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 �c SHEET NO. c LuC8. 1 a N 2 STREET LIGHT LEGEND SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH ASS\ONAL fNc� MATCH LINE — INSTALL TYPE 1 STREET LIGHT POLE WITH CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION \CENSF 'y LUMINAIRE IN ACCORDANCE WITH THE CITY AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY OF MERIDIAN, DEPARTMENT OF PUBLIC CONFLICTS EXIST. SEE SHEET C9 . 1 WORKS IMPROVEMENT STANDARDS FOR 860 STREET LIGHTING, AND THE MOST CURRENT B. STREET LIGHTS SHALL BE OWNED MAINTAINED BY THE � 1/30/26 0 � CITY OF MERIDIAN SUPPLEMENTAL CITY OF MERIDIAN. SPECIFICATIONS AND DRAWINGS TO THE I I I a' ' ' I I� r ISPWC. TYPE 1 STREET LIGHT POLES SHALL C. SERVICE — ALL STREET LIGHTS SHALL HAVE F Of � 00 o I I I I BE ROUND STEEL POWDER—COATED BLACK UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE ��/�/ C \C\N I W W W W W W W W W W W W W W W I I I 1 z I I I 1 I � PER THE CITY OF MERIDIAN SUPPLEMENTAL VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. Q I I I I . �1 J 3 SPECIFICATIONS DRAWING T1 WITH 30' CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE W I I 'W I W W W W W W W W W W W I W Q N I O O6 I I O7 W NOMINAL MOUNTING HEIGHT AND 8' MAST LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL Z I W I •`� ARM LENGTH. LUMINAIRES SHALL BE UTILITY AND PAVEMENT CROSSINGS. �I00 Q I I I 8 I a I EXISTING EATON—USSL—0O27—D—U—T3—MA—BK-10MSP �I L. W W W W W W W W W I W z I I I I `a I STREET LIGHT —4N7—FAWS (100W) LED FIXTURES, OR D. METERING — CONTRACTOR SHALL COORDINATE METER WI aW I — I L� W—� � �—� W �, �� APPROVED EQUIVALENT. LUMINAIRES SHALL LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. W W W o W W W I W W W W W W W W W W W W W I I I I W I I MEET THE APPROVED FIXTURE LIST (SEE W WQ W oa I w IW 4 I � I . ON — — — E. WHERE A METERED SYSTEM IS REQUIRED, NEW ro 2 — J I I I APPROVED LED FIXTURE LIST FOR STREET W W W DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE N0. 0vi s LIGHTING) OR BE PRE—APPROVED IN WRITING 00 s s 3 a 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH 9 1 I BY THE CITY'S TRANSPORTATION AND UTILITY END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE Lu COORDINATOR. � ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY W W3 W W IW 8's E. AMBITION LN. ~ I HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL o 8"S 8"S 8"S 8"S 8"S S YS S tj S S $" S S ,6" 6" � �� W W W W W W W I INSTALL TYPE 2 STREET LIGHT POLE WITH ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS 00 HI LUMINAIRE IN ACCORDANCE WITH THE CITY OF WHEN THE ADJACENT PROPERTY IS DEVELOPED. W J W I W — MERIDIAN, DEPARTMENT OF PUBLIC WORKS W W W ,,oW W w I / — J W PI 4WPI a"PI 4^p 53 4"R! 4 51 5 I I IMPROVEMENT STANDARDS FOR STREET LIGHTING,AND THE MOST CURRENT CITY OF MERIDIAN CITY OF MERIDIAN STREET LIGHT NOTES SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS SUPPLEMENTAL A. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN TO THE ISPWC. TYPE 2 STREET LIGHT POLES O s 54 I 50 s — — — — SHALL BE 25' NOMINAL MOUNTING HEIGHT (30'J I ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, N — — — — — — — — THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE � � - - - - - - J � - - - - - - - - - - - - - � � - - = I AT MID—BLOCK CROSSINGS PER KEYNOTE 1), W a m = — — — I ISPWC, AND THE NATIONAL ELECTRIC CODE. 1 /W\c� / 5 W W WI - - - - - - U - - - - - - - - - - - - - - r - - - - - - I _ I SQUARE STEEL WITH BRONZE POLYESTER N I I s 11 1 W I COATING AND CONFORM TO THE SUPPLEMENTAL z / I w I I W I 4..F SPECIFICATIONS. LUMINAIRES SHALL BE B• A STREET LIGHTING ELECTRICAL PERMIT SHALL BE O W W < W W W I J I 98 I s 55 I 49 I I I 3 1 OPENED PRIOR TO STARTING WORK. USE THE ONLINE / 3 w EATON—USSL—001—D—U—T3—SA-7030—BZ N Q w BLOCK 1 °o I— — — — — — — J Q — J —10MSP-4N7—FAWS 50W LED FIXTURES, OR CITIZEN PORTAL — — — L — — — — — — — L — — — I I ( ) AThtt s: citizen orto1.meridioncit or CitizenAccess TO > w � W W W — — — — — — — 10 — — — — — r — — — — — — I I W APPROVED EQUIVALENT. LUMINAIRES SHALL OPENpA/PERMIT AND REQUEST INSPECTIONS. / ~ I I a '� I MEET THE APPROVED FIXTURE LIST (SEE s 56 I 1 48 s 12 1 3 I APPROVED LED FIXTURE LIST FOR STREET C. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE LIGHTING) OR BE PRE—APPROVED IN WRITING CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND w - - - - - - - J — - - - - - - I - - - - - - � L — — 1 — _ —1 EXISTING BY THE_ _ _ _ _ I STREET LIGHT COORDINATORS TRANSPORTATION AND UTILITY FOR THE POLE AND ASSOCIATED WIRING. - - - - - - � D. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM �p // W W 3 1 I I I I 1 96 I s 57 47 I I I EXISTING TYPE 1 STREET LIGHT TREES, 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM py 5 / v / 3 I I s 13 I WATER METERS. I �� — — — — — — — 1 of I r — — — — — — —�sn r — — — — — — I I I E. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF I 11 \ \ W W I 1 I s 58 I 46 I I THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL 5 I 3 1 s 1 PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN o 1 w w — — L — — — — — — N Z 0 1 11 \\ I I I 1 1 — — — — — — — — — — I - L — — I I 14 1 I 3 I PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL �w - - - - - - } r - - - - - - I z � I — - - J W I INSPECTION. I W O >_ I w 1 - - - - - 1 I o 1 I I 1 94 Lu s 59 � 45 N � — — — — — — — — I F. CONTACT THE CITY TRANSPORTATION AND UTILITY ALLEY "D" 0 5 I J O 3 I 1 Q 1 aZ I 1 I COORDINATOR (208) 898-5500 FOR QUESTIONS I — — — — — — — — — — — — — — L — — — — — — a REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED �I- - - - - - - - - 1 �Q `° r - - - - - - 1 - - - - - - � �,� s 15 I W I METER PEDESTALS. 1 I cat a s 60 1 I 44 1 L - - - - - - - - - - - - - 1 - - - - - - - I BLOCKI I W � I I II 1 °° I - - - - - - - - - - 1 1 1 1 - - - - - - 1 1 - - - - - - BLOCKI - - - - - - CNN s 16 W I I NI I 1 1 I I I 1 W "W 1 92 s 61 52 43 I 1 W o — — I j l I I 1 1 1 1 I I - - - - - - I 1 I I 5 L I L 3 W W 4WPI W °PI W 4 PI 4 > ° L — J — J I— —1 W 91 W 62 42 1 1 0 �I — • w W W W W W W W ^ s 17 I W 0 0 � l EXISTING 1 BLOCKI z " (n (n L I - - - - - - - � I - - - - - - - � 00 I 1 Wuju. NI I STREET LIGHT 8„ 8 w „w 811w 811w T_8"w 81w E. GRAND CRANE LN. I I 41 W u s "s 8"S 8"s 8"s 8"S 81s 8"s 5 s 63 1 1 1 _ o q W J p I11- - - - - - - � - - - - -- J - - - - - - - I b Z — — — — — — — �°° 1 — � 1 - - - - - - N s 1s 1 I `� _ _ � 0 1 W 1 z Q co I I � it 3 I o s 64 Q 40 1 1 - - - - - - - - � W 1 z I II II II II � I —_ N '00 Wa I I I I I I I I 1 1 W W 3 - - - - - 1 °° - - - - - - I N I I I :2 0 ~ 1 11 1 °' 81 1 82 1 1 83 1 84 1 1 85 1 86 1 87 1 88 89 90 c s F 65 I I 39 s 19 I W I I I to = W I 111 I WW1 Ij 1j II II II II 11 iW 1 0 � I O I 1 1 I 0� > Q M 31 - w r - - - - - - I I I II ---------------II I IO 3s1 � W1 i m� >— 0O 8 zO ALLEY "A" — — — L - - - - - - _ o t/') Q_ r - - �11 P� - - , W 1 - - - � i I I- - - - - - - I I W p 1 1 11 WWI I I 1 1 I I I I I I I I I W s 67 1 37 I U — z oc W W I I I 1 1 _ _ s 21 I l _ N I W1 I I I II I I I I 1 - - - L I � I I I 1 111 1 79 1 78 I 77 1 76 I 1 75 I 1 74 I 1 73 I I 72 1 I 71 1 70 1 — — — — — — — — — — — 1 s I WUjL ID 1 EXISTING I 11 I °° W I 1 1 1 1 I I I 1 1 I I 1 1 I s 68 1 1 36 s 1 STREET LIGHT Q Z � 469 35 I I I O d I X = O W W W W W W W W W W W W �Ir I�11 5 •, I W W V 1 s N w cn w cn n W w W W W W W W W W W W "W 8rrw 8„w — 12uw ° 12"W 12"W 12°W 12"W 12"W s „ „ s 8 8 S E.ACME LN. _ _ _ _ d _ N II 5 8„ 8"s 8„S 5 8„ 8,rs 8„ S 5 8"s 8's 8's 8"S 8's S — — — — — — — — — — I � �11 J 23 ID 11 1 W � s s � I I � W j co cli ( — - - — — — — — - - 1 III--- - - 1 2 W 1 — — � W N W I — r - - - — � � — — � � — I a I m I I I I W - W W W I 1 1 1 I I I I I I W 1 � �11 I W I II I m I 11 II II II II I �, Go G 1 11 I , N W N W I 11 II W � z I I I II II 24 11 W 2 1 1 I W O W 1 34 33 26 1 1 32 31 1 1 30 29 1 1 28 27 I I 25 1 1 I o f W W 1 11 1W � a � WI II II II 11 O N I- , I I I I W W I I I I I 1 1 I I °° I U 1 111 @ I W 1 II I W N W 11 11 11 11 II I I I I D Z I 1 1- - - - - 1 I — — —I W W � W W 1 1 1 1 1 I I I iJ I OC I - - - I EXISTING W - - - - - - - - - - - - - - L - - - - - - � L - - - — - - - J L - - - - - - � L — e I STREET LIGHT ' ^ 6PI 6PI 6PY I 6 I W W TI P vI O I I 6vP 42 6 PI 42 Gl 42" 1 42'61�--�—42"GI�----w—�42"GV 1 42' I 6� I � 6 P� � � 6 �I � 6 PI T 6:PI��f PI�b PI 6 Pl—6 Py�6 PI 6-pi PI— a0 p z W W W W W W . W W W W W W J W W W 4 W W W W W •Y W W W w W W W •Y W W W W W W `J I �\ —W �� .i, L 1 W W W W W W W W �V V% T T• �V•—•� W W V W W W W W W W W W W W W W W W W W W W/ I I O Q \ — 8 D i I� U Z - -� 1 3 — 12"W 12"W =1 12 1 12"W ► 12"H _ 1 O Z � . V O N g - - - - - - - - - ( E. VIAROBERTOSI. 1 L.L 3 G I EG c 5725 NORTH DISCOVERY WAY 0 oP P — _ Q� p np a a BOISE,IDAHO 83713 z T T T T T T � T T �� OP P � T � y G� n�yr np�� OP no nay � O T T T ' T ��OP—TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE PHONE(208)639-6939 7 L _ _ _ _ J T=OP TOP TOP TOP TOP TOP " 18"GI- g p• L N TOP T�—T TOP--r--TOP 1 I kmen II com T—T—T-�T-�r III o DESIGN BY: LCK DRAWN BY: JAD Or- o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z 0 0 60 120 180 PROJECT: 24-287 c SHEET NO. V Plan Scale: 1" = 60' J Lu n a0 a N 2 STREET LIGHT LEGEND SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH ASS\ONAL fNc� INSTALL TYPE 1 STREET LIGHT POLE WITH CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION \CENSF 'y LUMINAIRE IN ACCORDANCE WITH THE CITY AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY OF MERIDIAN, DEPARTMENT OF PUBLIC CONFLICTS EXIST. WORKS IMPROVEMENT STANDARDS FOR 860 STREET LIGHTING, AND THE MOST CURRENT B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 1130126 0 CITY OF MERIDIAN SUPPLEMENTAL CITY OF MERIDIAN. SPECIFICATIONS AND DRAWINGS TO THE 9� 9TF 0f \pQ� ISPWC. TYPE 1 STREET LIGHT POLES SHALL C. SERVICE — ALL STREET LIGHTS SHALL HAVE BE ROUND STEEL POWDER—COATED BLACK UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE y��/�/ C PER THE CITY OF MERIDIAN SUPPLEMENTAL VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. P7 — F SPECIFICATIONS DRAWING T1 WITH 30' CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE NOMINAL MOUNTING HEIGHT AND 8' MAST LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL ARM LENGTH. LUMINAIRES SHALL BE UTILITY AND PAVEMENT CROSSINGS. I I I EATON—USSL—0O27—D—U—T3—MA—BK-10MSP —4N7—PAWS (100W) LED FIXTURES, OR D. METERING — CONTRACTOR SHALL COORDINATE METER — TOP I APPROVED EQUIVALENT. LUMINAIRES SHALL LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. w MEET THE APPROVED FIXTURE LIST (SEE WHERE A METERED SYSTEM IS REQUIRED, NEW s"Gl I APPROVED LED FIXTURE LIST FOR STREET s PI LIGHTING) OR BE PRE—APPROVED IN WRITING DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 71 I BY THE CITY'S TRANSPORTATION AND UTILITY 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH COORDINATOR. END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE Lu ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY I I HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL I I I INSTALL TYPE 2 STREET LIGHT POLE WITH ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS 0 60 120 180 I I I I LUMINAIRE IN ACCORDANCE WITH THE CITY OF WHEN THE ADJACENT PROPERTY IS DEVELOPED. MERIDIAN, DEPARTMENT OF PUBLIC WORKS Plan Scale: 1" = 60' I I I I IMPROVEMENT STANDARDS FOR STREET LIGHTING, EXISTING AND THE MOST CURRENT CITY OF MERIDIAN CITY OF MERIDIAN STREET LIGHT NOTES E I o STREET LIGHT SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS C2 TO THE ISPWC. TYPE 2 STREET LIGHT POLES A. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN c , I SHALL BE 25' NOMINAL MOUNTING HEIGHT (30' ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, 3 AT MID—BLOCK CROSSINGS PER KEYNOTE 1), THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE SQUARE STEEL WITH BRONZE POLYESTER ISPWC, AND THE NATIONAL ELECTRIC CODE. I COATING AND CONFORM TO THE SUPPLEMENTAL�_I B. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE z I I I o SPECIFICATIONS. LUMINAIRES SHALL BE O OPENED PRIOR TO STARTING WORK. USE THE ONLINE EATON—USSL—001—D—U—T3—SA-7030—BZ N CITIZEN PORTAL 3 —10MSP-4N7—FAWS (50W) LED FIXTURES, OR j 1u AThttps://citizenporto1.meridioncity.org/CitizenAccess/ TO I I APPROVED EQUIVALENT. LUMINAIRES SHALL OPEN A PERMIT AND REQUEST INSPECTIONS. L MEET THE APPROVED FIXTURE LIST (SEE ~ I I APPROVED LED FIXTURE LIST FOR STREET C. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE LIGHTING) OR BE PRE—APPROVED IN WRITING CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND I I BY THE CITY'S TRANSPORTATION AND UTILITY FOR THE POLE AND ASSOCIATED WIRING. COORDINATOR. _I I D. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS, AND 2' MIN. FROM oo EXISTING TYPE 1 STREET LIGHT WATER METERS. I I I 3 I E. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX _I I LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN zo PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL 31 I I I INSPECTION. a I I I STREET EXISTINGF. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS J REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 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W W W W .lam W W T W W .1. W W W W - NW rr W W .IW v , I 6 PI fi"PI li"PI 6 PI I z W W Q ... _._ ... ... ... ._ �... __ 111111111/ IIIIIIIIIIIII� 111111111/ 111111111/ 111111111/ 111111111/ III _ 111111111/ 111111111/ 1111111 J •Y ' Y W W W W W W W W W I— z m U MATCH LINE - o ENGINEERING ILL z SEE SHEET C9 .0 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O PHONE(208)639-6939 7 kmengllp.com L DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: JANUARY 2026 z o PROJECT: 24-287 c— SHEET NO. c w C9. 1 a N 2