Loading...
HomeMy WebLinkAboutHCF Townhomes Civil Plans SS�pNALHILLS CENTURY FARM TOWNHOMES SUBDIVISION fNG \pENSF MERIDIAN STANDARDS, ®® -® s 21860 0 SPECIFICATIONS, AND CONSTRUCTION PLANS �9TF ,�P� Iv C� Of DRAWINGS o® ® w® y�/N C. \Y/, ■ • : � ■ MERIDIAN , ID w ❑ . . . ❑ a Ln ® Digitally signed by E.AMITY RD. Lachlin Kinsella, P.E. • ' MERIDIAN, �; z • y ID 1 L4 Date: 2026.02.06 �. _ 10:56:11 -07'00' as sss' •�7 $ . Lu LOCATION MAP f� RAL Is aLu • N N 0 Q M • soma: . • FFR PROJECT SITE - Ev=� 4 C VICINITY MAP LEGEND WATSON LAND HOLDINGS LLC I ` / NO SCALE N Z WATSON LAND HOLDINGS LLC 1 O - - R3636090080 R3636090020 1 3839 AMITY LLC WW LEASING LLC % 0 30 60 120 180 Ln (C-N) I RG ENTERPRISES LTD CO BOUNDARY LINE (C-N) R3636080250 R3636080260 R3636080270 / \ I LLu OFFSITE BOUNDARY LINE • I (C-N) (C-N) (C-N) 0 Plan Scale - SETBACKS 1 ROAD CENTERLINE LOT LINE LINE -- - - - - - - - - - - - - - - \ �� ' R/W R/W RIGHT-OF-WAY LINE 3 E. WOODMURRA LN. (PRIVATE -1 • • \ INDEX OF DRAWINGS 0 FOUND 1/2 INCH REBAR 88 • _ �� o. Qo FOUND 5/8 INCH REBAR W W W W W ° W W 76 W ` GENERAL IMPROVEMENT PLANS MISTER PEABODY& W 84 W W SHERMAN LLC \ C1.0 COVER SHEET z FOUND BRASS CAP O ° 75 w W W W W W W W W R363CON0200 44 \\ C1.1 NOTES AND ACRONYMS ® FOUND ALUMINUM CAP Q 83 ° W W W W W ( ) 4 \ I C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN > BROSHAR REAL ESTATE 4 \ 0 CALCULATED POINT 30 74 I a W W W W CENTURY FARM HOLDINGS LLC �® \ ROADWAY IMPROVEMENT PLANS •. z 82 W W W W 87 DEVELOPMENT LLC R3636080210 O 4 \ J BLOCK 1 W R3636080230 C2.1 E. HILL PARK ST. PLAN AND PROFILE PROPOSED IMPROVEMENTS O 73 0 (C-N) (C-N) 4 0 81 �" "" "" "" "" "" � ®® C2.2 E. WOODMURRA LN./S. NEWBRIDGE LN. s s s SEWER LINE O 85 W W 86 W CTMTFMD r \ C2.3 E. KALINGA LN. W W W W W W { •t 1• w w WATER LINE IU Lu O5 ° 72 80 W C2.4 S. STOCKENHAM LN. PLAN AND PROFILE z s0 s0 STORMDRAIN LINE 1 z O °W W W W W W W W W W O �,; C2.5 S. BOSWELL LN. PLAN AND PROFILE PI PI PRESSURE IRRIGATION LINE I a ° . . . W W W W W y W W W W W W C2.6 ALLEY "A" PLAN AND PROFILE ° W • \ O /I W J• W W •Y •Y W W J• W J• W W W W W W W •Y W J• W .Y » » / S SEWER MANHOLE I • C2•7 ALLEY B PLAN AND PROFILE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W wv I< > I O7 BLOCK 1 70 78 ° W W u. • � \ C2.8 0 WATER VALVE I a �, + ALLEY C PLAN AND PROFILE m N Y W I C2.9 ALLEY "C" PLAN AND PROFILE z U ® WATER METER I ° O 69 \ C2.10 SIGNAGE AND STRIPING PLAN Ln Q FIRE HYDRANT Ln j ° W - - 77 - - - - - - J Q • " E. KALINGA LN. (PRIVATE) C2.1 1 ROADWAY DETAILS N w w------ SINGLE WATER SERVICE I^ N O9 68 65 Lu I + GRADING IMPROVEMENT PLANS w w� DOUBLE WATER SERVICE I ° W � CENTURY FARM DEVELOPMENT LLC z W W W W C3.1 GRADING IMPROVEMENT PLAN - WEST O 0 w � DRAINAGE ARROWS R3636080180 5 W BLOCK 1 W ' I BLOCK 1 W (C-N) C3.2 GRADING IMPROVEMENT PLAN - EAST z 1 Lu w 11 66 W O O O O O O O a O O O O O O O O O O O O ; DRAINAGE IMPROVEMENT PLANS Q W 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 w EXISTING IMPROVEMENTS • Q Q C4.1 DRAINAGE IMPROVEMENT PLAN W W W S S S w w w w w �. w w w w w w SANITARY SEWER LINE a O Q C4.2 DRAINAGE DETAILS - Lu w w WATER LINE 14 W W W W z W W 0 • 12 ° W JI W z� J SEWER IMPROVEMENT PLANS Luc U c c c GAS LINE ° ° cc C ° 3 ° � ° ° 42 ° < C5.1 SEWER A PLAN AND PROFILE CIE- OP-OP- OVERHEAD POWER LINE W 13 ° `n ° ° _z C5.2 SEWER B & C PLAN AND PROFILE Q co 1 •• W W W I I� GI-GI GRAVITY IRRIGATION LINE vi Y W W U EPIC COMMERCIAL HILLSDALE LLC C5.3 SEWER D PLAN AND PROFILE O SEWER MANHOLE W W �1 W W W W W R3636080040 Lu 16 17 18 W W (� N) WATER IMPROVEMENT PLANS wv z WATER VALVE W W W { O 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 N C6.1 WATER IMPROVEMENT PLAN Lu O O O O O O O O O O O O � (D ® WATER METER W 15 W W PRESSURE IRRIGATION IMPROVEMENT PLANS z FIRE HYDRANT O { Lu \ - - + C7.1 PRESSURE IRRIGATION IMPROVEMENT PLAN U �> POWER POLE W POWER BOX _ r C7.2 PRESSURE IRRIGATION DETAILS t/) J ��\ _ ® ® • STREET LIGHTING PLANS J EP EP EDGE OF PAVEMENT • Fp \ - E. HILL PARK ST. - - - Ec EG EDGE OF GRAVEL • - - - - - - - - C9.1 STREET LIGHTING IMPROVEMENT PLAN EP • • m • \EP _ EP�_-EP TREE DECIDUOUS �EP�EP EP - - EP 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - • - - EP EP�EP o I _ r - - - - - - - - - - - - - - - - - I I - - 3 _ I 2645 - EXISTING GRADE CONTOUR BENCHMARK a z POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION 0 z 1 QO 690453.78 2466407.34 2689.74 5/8" REBAR CONTACT INFORMATION 2 QO 690538.87 2466422.89 2689.24 5/8" REBAR N OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT 3 OO 690923.1900 2466418.0500 2687.96 BRASS PLUG 0 4 QQ 690918.51 2466776.9400 2692.97 BRASS PLUG BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 0 2929 W. NAVIGATOR DR., SUITE 400 5725 NORTH DISCOVERY WAY 5 QO 690367.92 2466875.7800 2689.80 5/8" REBAR a MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 PHONE: (208) 378-4000 PHONE: (208) 639-6939 "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." E N G I N E E R I N G o CONTACT: JON WARDLE FAX: (208) 639-6930 ACH D COMPLIANCE 5725 NORTH DISCOVERY WAY EMAIL: jwardle@brightoncorp.com CONTACT: LACHLIN KINSELLA, P.E. BOISE,IDAHO 83713 EMAIL: Ikinsella@kmengllp.com DATUM THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD PHONE(208)639-6939 m POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO kmengllp.com HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN ZONE 1 103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: DESIGN BY: LK DATUM OF 1988 (NAVD88). DRAWN BY: JO • NONE I LEGAL DESCRIPTION CHECKED BY: LK V Z DATE: 2/6/26 ALL OF LOTS 2-7 AND A PORTION OF LOT 10, BLOCK 2 OF HILL'S CENTURY FARM COMMERCIAL DIG LI N E ° SUBDIVISION NO. 1, ALL OF LOTS 12 AND 13, BLOCK 2 OF HILL'S CENTURY FARM COMMERCIAL PROJECT: 25 243 SUBDIVISION NO. 2, AND A PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE SHEET NO. 33, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT a 2026 PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR .O ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. N N 2 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 2/6/26 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 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 THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS AVAILABLE ON THE WEBSITE .FOR A STOP WORK FAILURE TO HAVE WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED RESOLVED. ( ) (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 RE ACCESS TO A CURRENT COPY 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 g• ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT ALL TIMES. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR 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 DDAMAGES TO EXISTING UNDERGROUND UTILITIES. N 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 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 P VEMENTP CUT REVIEW COMMITTEE. MMII TEE. TO FORMSSUBMIT ORAPAVEMENT UM. CUT REQUEST, PLEASE FOLLOW THIS Ln 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 PHYSICALLYLu LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE WITH COMPLIANCELu 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. TH ADA STANDARDS. AS REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED FOR THERE ARE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. WI "TOLERANCES" ALLOWED. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM HILLS CENTURY FARM TOWNHOMES AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH SUBDIVISION FINAL PLAT. 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 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. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. GENERAL CONSTRUCTION NOTE N0. 1. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 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. 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 SURVEYOR WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 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 FROM RIGHT-OF-WAY PERMIT. 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 z 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. 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. 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. 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. 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 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. 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 BEFORE CONSTRUCTION BEGINS. z 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 0 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER CONSTRUCTION. 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 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 / 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 cl -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. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE GRADING NOTES 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID Z m CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS ITEMS. z (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 CONSTRUCTION ACTIVITY WITH THE EPA. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. J 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A (,/) a- 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 uj 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL THE EDGE OF THE TRAVEL WAY. G Ln AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. G z 2 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. PUBLIC WORKS INSPECTOR 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA 0 o Lu >- 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 C z 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 = Z 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. z z LU of 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 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 Q > U 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 - O Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE ANY CONSTRUCTION. 0 o DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER SITE. _ � z 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 c In_ 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. L u 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. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF _ LLJ 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 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 J 0 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE MATERIALS. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO L.L Q z CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF 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). or. (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 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 W 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. z CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ENGINEERING REPORT. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES (( Iwo ROADWAY DEMOLITION NOTES THEW RPDWSO AND AIS DETAILED N SEC(SEER, STRMDRAN, IRRIGATION, TION 405 )-SNON-POTABLE WIATERHLI EOSEPARATIIONTANDTIISPWCF z V 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. uj 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 U CONSTRUCTION. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE 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 N 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED FROM DEQ PRIOR TO ANY DEWATERING. PIPE ZONE. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER J 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 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 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL BEING CONSTRUCTED. 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 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 X 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 I 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 ry� 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. 3 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. ° DRAINAGE COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE 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, OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF 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. FINAL ACCEPTANCE. a AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 7 COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. CONSTRUCTION. 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 400. TEST PRESSURE SHALL BE 150 PSI. 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 a SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. ° UTILITY NOTES 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE o BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 0 lcm 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 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 F 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 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN m 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. DESIGN BY: LK Z 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE g ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: JO 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: LK FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: 2/6/26 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE o OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 25 243 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. . V V N N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. �CFSS\oCENS 46, B. OVER-EXCAVATION IS ANTICIPATED IN AREAS WHERE EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE 860 CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS �,� 216126 0 OF THE GEOTECHNICAL ENGINEER FOR DITCH EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL 9 9Tf �QP BE INSPECTED BY A TESTING COMPANY OR THE OF lv GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE y�//\/ C Y, AND/OR BACKFILL OF THE DITCH. — — C. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS - - — ► — — — — — — — — — LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY EP FP ►+ SHALL BE RE-EXCAVATED TO NATIVE SOIL AND 12"SD 12"sD 12"sD BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. SOILS DATA SHALL BE PROVIDED TO II VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR 2"GI _ _ _ _ ENGINEERED FILL PER ISPWC SPECIFICATIONS AND - -_- - I-_ „PI 4„ I / I COMPACTION TESTS. PI I 4 �P10 - - - - - - - - GI 4„pI12'GI `�F»GI I - - - — - - - - - - - - - - - -i—� I 3 \ \ L 24"GI Q T _ - 0 I_ I-+10' PUE PER HCF COM 2 I I" I - I L - J/ \� - - - - - - - - - - - - - � � \ I 10KEYNOTES (01 - L- - - - - - - - - - - \ '\ 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 87 [ rw % \ \ \\\\ PAVEMENT PATCH PER ISPWC SD-303 AND ACHD REQUIII I I I3 — — — — — — — — — - -- - - - - - - - - - — I— \ \ \ � I Il I CITY OF MERIDIAN r 0 �- I 2. UNDERGROUND POWER CONDUIT AND TRANSFORMER TO I(� I SEWER AND WATER EASEMENT _ -� BE RELOCATED. IM y PER INSTRUMENT No. 2022-006428 12.5' ACCESS EASEMENT I I N , • ' r ' r \ y t ' r./ \ \ \\\ 4 3. REMOVE GRAVEL ROAD. z . I I PER INST. No. 2021-002210 ACHD PERMANENT EASEMENT PER c • INST. No. 2021-074726 c 10' PUE PER HCF COMMERCIAL SUB. No. 2 I a •1• \\ \ \ \\ 4. REMOVE/ABANDON WATER MAIN AND BLOWOFF PER PER O l 1 CITY OF MERIDIAN 3� 1 / I SEWER AND WATER EASEMENT ' I '• I °S +\; \\ \ \ � \ CITY OF MERIDIAN REQUIREMENTS. N - - - o J I PER_ INSTRUMENT No. 2021-109694 I \ \ - \ / t •r N \ - \ \ 5. REMOVE BLOW-OFF AND CONNECT TO EXISTING WATER Lu a"w a"w ; 15" s"w a„w s„w s w - I \�' \\ \\ SYSTEM PER WATER IMPROVEMENT PLANS. \ \ �\ "s 8 6 "s q "s 8' a�� ¢" : „ 6 RETAIN AND PROTECT WATER MAIN d CITY OF MERIDIAN - - 1 I- - - - 6 1 Oy F_ - 269� \' \ 7. REMOVE PRESSURE IRRIGATION MAIN AND VALVES. -SEWER AND WATER EASEMENT P P 14 p \ d \ ° \ \ PER INST. No. 2021-O9' 84 15 E ro s \ \ 8. REMOVE CLEANOUT AND CONNECT TO SANITARY SEWER f c c c 4 °aF ® a I roe OP P �o \ \ \ MAIN PER SEWER IMPROVEMENT PLANS. OE TOE TO 9 6 6 N CAPE N \ • ; `�� � � 11 TOE 11 , _ I � � � � I � \\ \\ ��\' •. 9. RETAIN AND PROTECT PRESSURE IRRIGATION SYSTEM. I I I 2693 20' MERIDIAN SEWER AND WATER N o 3 �� ' I I o TEMPORARY TURNAROUND I \ \ \\ 10. RETAIN AND PROTECT GRAVITY IRRIGATION SYSTEM. n � 0 I I EASEMENT PER INST. No. EASEMENT PER INST. N0. 2020-023152 I \ \ Ne`l I I I 2021-002209 l I 3 I I w ��f \ \ d\ \ 11. REMOVE/ABANDON SEWER SERVICE OR MAIN PER CITY \ (0 ( = I / �, FARM MASTER, I N N \ 7 w \ \�' °. rn 20 CENTURY T',. I w I o \ 12. REMOVOF E GRAVITY DIAN IRRIGATIONPIPE. 14 1 � / \ \ REQUIREMENTS. IRRIGATION ESM I 1 O rn O N a p \ \ \' ASSOCIATION GRAVITY I 13 13 111 cv 13 r'� I w ER HCF COMMERCIAL NUB• �°' 2.s "' 13 I N �� I / � � � 20' MERIDIAN WATER EASEMENT 0 d \ I E P 13 \ \ I / � N. PER INST. 2018-066905\_ o Q iv I .r 70E TOE E / I OrCONDUR \ I s. Q o T I d O \\ \ o\\\ a 13. REMOVE TREES AND LANDSCAPING. II I = OE OE O �0 I / / v J-ff fl12 � o \ �° ' \ \ d \ p 14. RETAIN AND PROTECT EXISTING SEWER. �i I� - - - - - Ilk - - - - - - - - - - - \ / 1 1 - L - - 4!�- / - ® I „ s t ,• \ \ \ \ 15. REMOVE CURB AND GUTTER. SEE ROADWAY PLAN FOR ao 2" 2' 2 PI - \ I Ld I \ \\ \ S. TOP Ld SOP S g»S S s -TOE -�TO W \ `� 7 -ecaDU 26g - - - - - - - - - C L - - - s \ o� 3 J 7 �_ 1 7 \ _ __ -L= �i /\ cL�O - i 12"W 12"W - - - N\ \ J8I Lu 4"PI 4"PI 4"PI �� - - - 'v - - �/ 1 �s11 4 �L S r t O m I / ��r s 2694 ` - - - - - - - - - - - - - - - - - - - � ® 20' MERIDIAN SEWER u I , I \ I \ �\ - - - I _J \ ,� EASEMENT PER INST. No. \ _ - J O \ l \ \ ` 4 I 15 ty c 2018-066905 > - - ; r I� 4 0� / \ 301 \ \ 4 I 6 -2695— J� 15 3 \\a 1 I Q Z J Q r - , / \ \ \ \ A 2695 / -2695— \ / g \ ,� 15 EG \ m (� Q ?6 \ I \ TOP-yFpR \\ EG G a TOES P' /f Q Z 89\ Il I I 1 \ TOE \\� i\� P/ P 1.5' ACHD PERM EASEMENT PER I"I l 45 o\ °c^/ \ \ / \ \ 6+�o � 1 III I 2PER MERIDIAN No.SEWER20 8 066905T / \ /-' w 16' `O7 J INST. No. 2021-023452 ; I _ 689 , � ( \ � I AD l o t r �°a��� z o m 1 2690 R Lu 2691 \� A� I � \ � ��( ( i1 � �`� I I ' � I III '• � —2695 I I I I I I z z w Q \�✓/// III °° I_ > z I I A I �� 2695�� 4 \ /� o I olo — Q w 41 -I \ `269,3 / %��\ �� I \ mm r ao v LLi ji, 1 — Q " 269k — dol r 2 \\ j 3 .: Q I J CD �� 4 Q z / R M �_ '� ��� 2� \ I I �� —' 21 1 L.L Q O / P f R �2���`� /� 26 j2691' JJ I I \ I I I I I 2 \ I I 00 I MERIDIAN SEWER AND WATER EASEMENT U -2690� _p' / \\\ O / °' Al I o w a w PER INST. No. 2018 066905 I w (� i2b2l ti6g� ���\_�� I I� PER MERIDIAN SEWER AND WATER EASEMENT w z =m I I I Io i I I . ui W / a" ci / �,°� \ I I\ I 2018 066905 Q Ld Ld 3 / !ye EFT SIGN / � ` � �� / / �v J � \ I C� w � / I I I I I •' 1 z ,� R �, \ ( I �u 8/ e / 5 )��/ \ 10 / ��/ 1 I \ \ ff-1 L \ c2692�^ I o N w Q 4 I I I 6 I I w � �s r : 8 1r� �( ^ 4 1 \ N �a�1 II III 6 � � LLI U c/� Z1 '\\ \/ '7\\ 0 I 1 \ / 9I1 I ACHD TEMPORARY TURNAROUND 11 o w g TO 9 I �I I 1 I �'- ��I / �� �\ �J , \\ / c� /�/ \\ f 1 1- 7 �} n EASEMENT PER INST. 20 1 7-0401 01 m o - 20' MERIDIAN WATER 15 I I � I I J �- °� I I 7 10 EASEMENT 8 P0669 INST. No. 7 I 15 I J _ _ TOES \� 15 GI N6CP „ - ., r - - - - -I�6., - 6„P� 05= fi.,p� - - - - - � , 15'GI 15"GI 15"GI 1 12'ZL G 1 6' I 12"GI 12"GI 1 GI y-12"GI // \ � N I 1 GI 12"GI I / 1�6, T �f J� 1 ` (o \ / ) 1 _� G��-� 6�� N- s N ��j �� _N 1 OC\j g' g W $yy 8"W 8"W 8' 8"W 8"W 8"W 8"W 12,yY 12„W 12"W 1 "W W ACH PERMANENT EASEMENT PER ACHD PERMANENT EASEMENT TOE INST. No. 2017-040102 -E. HILL PARK ST. - - - a - u \ Q - - 7 PER INST. No. 2017-040102 3 rn • FA TOE TOE�� EG 1 2 B S 8"S 8"S 8"S 8"S 8 S 8"S 8"S 8"S 8"S 8"S s g"S g"S g'S 8»S 8»S 8»S s TOE- 3 N a _EP ~ TOP -R7P ��E 12 D Via o I �' '���EP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - zs e 36"GI 36"GI 36' 36"GI �3Ci'GI_�36EEp"GI 36'GI Ep 36"'GI mod" p - _ / - - - - - _ - -=J - - - - - - / N I N O • W m I I N a� ENGINEERING o = dui 5725 NORTH DISCOVERY WAY o n' I12„ \\ \\ NI 1. PHOINE(08)639-6939 Nkmengllp.com z -6"PI 6"PI DESIGN BY: LK z a DRAWN BY: JO z g CHECKED BY: LK u V DATE: 2/6/26 EXISTING CONDITIONS AND DEMOLITION PLAN o PROJECT: 25-243 SHEET NO. 0 50 100 150 Plan Scale: 1" = 50' C1.2 N N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 (n� 216/26 o Q SEE ROADWAY PLAN SEE ROADWAY PLAN GRADE BREAK �C, OF SHEET C2.7 SHEET C2.8 N C. K - - - - - - - - - - SAWCUT LINE - A i - ° ° ° a a / 89.42 SW a 89.25 POC g ° 4 ri ° ° �° ° ° ° ° ° ° O a / 13 +88.75, 26.00'L ° ° +00.78, 18.00'L s° CIVIL ACRONYMS / s ° 89.33 SW w ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS / 89.4t MA ° ° +09.85, 26.00'L Q ° FOLLOWS: +80.09, 15.73'L \1, I 88.82 FL I I > w a+88.94, 17.50'L STA. - ROADWAY STATION FROM CENTERLINE Q 2 ',O ,I, �, \1, ° o ® CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE 89.32 TBC /� I z PT - POINT OF TANGENCY / +82.70, 18.001 17 BLOCK 1 I J / 89.48 TBC/PC \'' 4 w LLE - STA IONO OFFSET LEFT / 89.7t MA 1 +45.64, 18.001 SQ 19 I p TBC - TOP TIBACKFOFECURB >> HT � a ° � 20 21 22 23 24 25 26 27 �_ `� a 29 J<v +80.09, 0.00' X00 04 ° � m 28 88.74 FL I RIM - RIM OF STRUCTURE P / 29, ° vi LIP - LIP OF GUTTER 89.6t�O �•!- , MA a 1 15 +09.66, 17.50'L I MA - MATCH EXISTING ° o SW - SIDEWALK �PJ�S +80.361 16.04'R \ o' 89.18 TBC 88.96 TBC/POC/GB EP - EDGE OF PAVEMENT z �o +15.90, 18.00'L +70.00, 18.00'L I o 90.15 TBC/GB FL - FLOW LINE 5' 0 N• 89.56 TBC/PT o I +82.01, 18.00'L TOC - TOP OF CONCRETE +76.89, 18.00'L j HP - HIGH POINT oo N / 2 � \ 3 `n CR - CURB RETURN > Lu ° LO I POC - POINT ON CURVE Lu ~ ° 2 _N - r� - - INT - INTERSECTION ° � QI PRC - POINT OF REVERSE CURVE /s \ 1 0,43q a 2 °` 89.4f MA 18" D °SEE ROADWAY PLAN- SHEET NOTES ® Ei +52.16, 16.20'L SHEET C2.5 89.48 TBC/PC � SD 12"SD A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 0 +45.64, 18.00'R \ 1 12 13+00 0.58% 0 0.50% 1 NOTES. / Fp �- 0.41q - 14+00 N 15+00 16+00 B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 89.25 TBC/POC I- - -� - � � - I - - _ SIGNAGE. +00.78, 18.00'R Fo ` E. HILL PARK ST. 0 89.7t MA C. SEE SHEET C2.1 1 FOR TYPICAL ROADWAY STREET 0.54% 04 0.50% 1 +52.16, 0.00' SECTIONS. zo \89.15 CL/INT +00.78, 0.00'LEP� � i " - D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT �EP EP EP 00 Z-E �EP�EP 12"S 12"SD 12"SD C � a- EP ° S GRADING PLAN. �P -�� EP ` 89 4t MA ° E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. EP EP P-EP EP EP EP EP +52.16, 16.28'R� ` `g ° " I a 36'GI 36"GI 36"GI 36"GI 36"GI 36'GI 36'GI 6"GI EP�36 Gf� "GI 36"GI 36"GI 6"GI 36"GI "GI 36"GI 3� GI IR L - - - - - - - - - - - � a EP � �� ❑ F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO EP- 89.46 CL EP�EP 90.05 CL/GB �- - - - - - - - - - TOLERANCES WILL BE ALLOWED. V88.86 CL/GB EP-+76.89, 0.00'-EP - - +70.00, 0.00' +82.01, 0.00' I G. ALL STATION AND OFFSET LABELING RELATED TO EACH m 89.56 TBC/PT SEE DETAIL SHEET C2.11 90.15 TBC/GB �2 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD a� 88.96 TBC/POC/GB +76.89, 18.00'R +82.01, 18.00'R w I ' ALIGNMENT. +70.00, 18.00'RCit Of Meridian H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z w R3630800105 / I �?"sa RMUST IGHT E BOND WAY ED MI H ACHD AND OBTAIN A NO-CHARGE O Ci I I T. • o to w `-' a' .� I • O I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT E . HILL PARK ST. PLAN AND PROFILE MARKINGS. m J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. z Z 0 30 60 90 0 3 6 9 � Q WJ Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N KEYNOTES ® W O 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Z SUPPLEMENTAL STANDARD DRAWING SD-701. O C) w C) z 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL = LJ..I Q STANDARD DRAWING SD-709. Z Z > Z 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q O Q 2700 2700 SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL O 0 oC THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" E MINUS CRUSHED AGGREGATE. 2 w C c �1 oc a Cn 2697 0 + N 2697 LL Q LA + o + J 0 C 0 `n = r II Q II N LO II Q I.JJ � � II II Yrn �0 O (c� r 2694 Y O N <� 2694 Z DC N W m / N Y00 LLI o � m II U w II � N Q w 0 > �� / II m � � o (� / `/ / II FINISHED GROUND 0 �`' _ J c9LL El 2691 ✓ ui w J o / 2691 = -0.50% -0.42% _ 0.56 N / .427 - - _ - � / 2688 FINISHED GRADE TO 2688 :FINISHED GRADE TO MATCH EXISTING - - - - - MATCH EXISTING ROAD z ROAD o Q z a V EXISTING GROUND z 2685 2685 a 0 0 0 m 0 u a EXISTING GROUND CENTERLINE o FINISH GROUND CENTERLINE E N G I N E E R I N G 3 2682 2682 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 0 D N rn 0 N oD n O N r oD (0 N PHONE(208)6 39-6 IF 939 LO r r7 :;IF O O O pp 0) 0)0i 0i ofof p meng p•com rn rn of o Oi of Oi of o� of op 00 of of 00 ai 00 00 � rn 00 00 o� 0o� of 00 00 00 00 00 C0 (.0 (D CO 00 CNI 00 CD 00 00 00 00 0 (0 (0 N (.0 (D (D 04 (D (.0 (D (D � (.0 (0 04 (0 CD (0 (0 (0 (0 (0 t0 (D (.0N N (V N N N N N N N N N N N N C14N N N N N N N N N N N DESIGN BY: LK z z a DRAWN BY: JO Z 0 CHECKED BY: LK 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 F DATE: 2/6/26 o PROJECT: 25-243 V SHEET NO. V m . 1 N N 2 _ SHEET LEGEND SEE DETAIL SHEET C2.11 90.8f MA 91.02 TBC/PC/GB 91.49 TBC/PRC SS�pNAL fNG as +86.96, 0.00' as +91.96, 16.501E +34.99, 16.501EL �CF �CENSF p i �ELE. & DESCRIPTION FINISHED GRADE ELEVATION 87.54 TBC/GB / B 91.26 TBC/POC +98.73, 16.501E as (IS 89.30 CL/INT 90.59 TBC N +13.47, 16.501E <S STA., OFFSET SIDE N +01.54, 0.00' +65.45, 16.501E 0- <S 1.50% FINISHED GRADE SLOPE 860 91.71 TOC w 93.23 ° �, 216126 0 b ° ® 2 ° a ° +38.46, 29.241E TBC 87.4t MA - - - - - - - -1.94%- - - - - - - - - - - �� 91.69 s s ° 1 _ - GRADE BREAK .�,�� 0OfK\NSF�' +73.90, 15.621E 70 10+00 1 11 b0 I 4 TBC 93.Of s s +0 92.21 c'o. MA - I- - - - - - - - - _ 0 08Q h° cr! TBC <C - - - - - - - - - - SAWCUT LINE 1 E. WOODMURRA LN. (PRIVATE) 90.56 TBC 9 � °' 39 93.8f -- - - - - - - - •1.95%- - - - - - - - - - - - +65.45, 16.50'R - - - - � '� LIP GB MA 93.4t o a 91.10 FL MA TBC MA MA CIVIL ACRONYMS 93.41 87.4t MA ;s 3Oa D o �s2y 'Spq +44.29, 26.501E MA 93.F8 MA +79.17, 16.78'R ° a 91.32 91.72 TBC/PC � FL ° ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS a °h FG +62.72, 37.611E 0 42% FOLLOWS: 89.13 TBC ° 76 �"� 0 0. 0.42% � 87.55 TBC/GB +85.79, 16.50'R w ° � a 6 STA. - ROADWAY STATION FROM CENTERLINE +98.73, 16.50'R s 88.75 FL a 91.02 TBC/PC/GB R20• ,01 84 93.75 94.02 �9 CL - ROADWAY CENTERLINE o O +91.79, 16.00'R ° +91.96, 16.50'R o TBC i TBC i PC - POINT OF CURVATURE °q 4 91.17 FL a 93.92 94.13 o PT - POINT OF TANGENCY N f O s 75 +63.84, 24.881E 93.33 d TBC/GBH TBC/HP �ry ELE. - ELEVATION 89.35 SW ° 2.00% 2.00% N I a 91.67 TBC/POC/GB o FL 9 T C +91.79, 24.50'R � �, �, 94.21 �,,, �, �, L - STATION OFFSET LEFT +52.40, 16.50'R \91.74 TOC 83 TOC93.98 94.0± _ s +70.12, 26.911E 93.47 O TOC TBC/POC MA TBC - OPTIBACKFOFECURBHT 89.09 FL ° 91.55 CL/GB ° TOC I4 RIM - RIM OF STRUCTURE r 0 91.55 TBC PC 0 LIP - LIP OF GUTTER o +11.79, 16.00'R +52.40, 0.00' a o ( / 93.92 ao n o + o +77.23, 16.501E MA - MATCH EXISTING N O 89.69 SW a 74 91.59 TBC/PT o � o I a SEE ROADWAY PLAN TBC/GB ,v 0 SW - SIDEWALK °1 +11.79, 24.50'R a +70.08, 16.50'R ° SHEET C2.6 y EP - EDGE OF PAVEMENT z ° I C 82 FL - FLOW LINE O ° w \V � 87 TOC - TOP OF CONCRETE S 5' ° a HP - HIGH POINT N 0 89.67 TBC Q SEE DETAIL SHEET C2.1 1 Q ° .� CR - CURB RETURN Lu �n +17.79, 16.50'R 91.31 TBC POC - POINT ON CURVE w �_ a ' O ° °C 91.31 TBC 93.4t INT - INTERSECTION 4 73 +25.00, 16.50'R a 93.40 +25.00, 16.501E a MA PRC - POINT OF REVERSE CURVE '1 a 91.18 CL z 81 TBC/GB o +25.00, 0.00' 2 1u 2 O 85 ° 86 0 r 93.2t SHEET NOTES o I 5, (D `� MA ° O A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD N s a I co i BLOCK 1 NOTES. O5 72 30' CL-TO-ROW I ° 93 31 0 BLOCK 1 O ° z 91.06 TBC 2„Sp�-12 Sp TBC/LP B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 16.5' CL-TO-TBC vi +75.00, 16.501E 80 O + SIGNAGE. 93.36 N 91.06 TBC 1 ° TBC C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET +75.00, 16.50'R ° 1 ° a a a SECTIONS. zo ° ° 6 ° - D. SEE SHEETS C3.1 AND 3.2 FOR PRELIMINARY LOT 71 90.93 CL 0 0 90.76 CL/PC/GB 16 93.41 ° �n a 93.55 GRADING PLAN. +75.00, 0.00' 0 0 I - ° TBC POC 93.47 SEE ROADWAY PLAN a + o +08.49, 0.00' / TBC TBC SHEET C2.7 d ° 0 ° 79 S I � �� i E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. 90.89 TBC/PC/GB 2.00% 2.00% 90.89 TBC/PC/GB ° F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +08.49, 16.501E TOLERANCES WILL BE ALLOWED. O � I° 70 +08.49, 16.50'R .L �. .� Iv 8 G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. s ° MATCH LINE - � 7 /1 11 ix I I A N I %r- H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE O SEESHEET C2 .3 RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS (/i CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. E . WOODMURRA LN . S. NEWBRIDGE LN . m Ln Z / J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. Z 0 30 60 90 0 3 6 9 D Q z J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N WLu Lu KEYNOTES ® � Z � 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 2703 2703 LJ..I SUPPLEMENTAL STANDARD DRAWING SD-701. 0 ED w 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 12 Z STANDARD DRAWING SD-709. Z Z 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q 0 \ SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 0 0 z 2700 2700 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" E Q MINUS CRUSHED AGGREGATE. C cr- � 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC C S - rn + 0) STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES G c N 00 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES c + 0 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE L.L Q 0 II + (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 2697 it 2697 AND SHALL BE COLORED 'TRAFFIC YELLOW. �: O N O Q� C 00 N N w Y 0 N LLIN II Z 2694 00 II W FINISHED GROUND °° I 2694 W Q _ o U J N U' W U' J 2 a 2691 -1.08% -0.50% - - - 2691 a - M X - _ N - N - - m n O Z 2688 - - EXISTING GROUND 2688 0 N o N N Z 0 2685 2685 0 m 0 u a EXISTING GROUND CENTERLINE E N G I N E E R I N G FINISH GROUND CENTERLINE 5725 NORTH DISCOVERY WAY 2682 2682 BOISE,IDAH083713 IF PHONE(208)639-6939 m kmengllp.com 00 (0O (0 00 It 0) 0 O to M d• (0N N N (D N 06 r r 06 06 of 6 6 0 0 0 (o DESIGN BY: LK 00 00 00 00 00 00 rn 0) rn o rn rn 0 0 0 z (D (0 (D (0 (0 (D (D (D (0 0) (0 (0 (0 ((0 ((0 (00 ((DD (0 (0 0) (0 0) 2 N N N N N N N N N N N N N N N N cV cV N N cV c,4 N N N N DRAWN BY: JO z 0 CHECKED BY: LK u V F DATE: 2/6/26 9+70 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 PROJECT: 25 243 V SHEET NO. V m V N N 2 SHEET LEGEND SEE ROADWAY PLAN d 4 87 I oco • <� s\ �SS�pNAL r j SHEET C2.6 d s O �ELE. & DESCRIPTION FINISHED GRADE ELEVATION CENSF 'y u'' SID STA., OFFSET SIDE d s � z ° I 93.19 TBC ° ° , , 1.50% 860 O d d � FINISHED GRADE SLOPE 7 81 85 .� 86 +37.95, 16.501E �\`� / 3 ` .�1 s� 2/6/26 o Q 0 91.16 TBC/POC /� ���� 12"s 2"SD _ 1 . 1 0f m 4 +50.00, 16.501E I a 193.41 TOC 93.58 TBC GRADE BREAK y S� +46.45, 24.501E +99.95, 16.501E '� y , ° s ° N C KEN 91.41 TBC/PT/GB ° 1. .t ® " 4 z +87.07, 16.501E 4 12 SD 92.81 FL f • ° vi 12»sp�� +46.49, 16.001E 93.66 TOC - - - - - - - - - - SAWCUT LINE 80 +08.45, 24.50 9271 TOC 1E w 92.47 TOC `� . 93.39 TBC MATCH LINE - +67.05, 24.501E 41 � +8i.05, 24.50'L� 16.50'L 93.06 FL 92.11 FL 4 93.66 TBC/GB +08.54, 16.001E o 91.88 FL a `L +77.78, 16.501E -W �- - - - - - - - CIVIL ACRONYMS SEE SHEET C2 . 2 +87.04, 16.001E +67.04, 16.001E a° �f J 93.54 CL/INT/GB 93.51 TBC/GB 95.90 TBC \ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 92.66 TBC +77.78, 0.00' +16.95, 16.501E FOLLOWS: 79 +93.04, 16.501E W W W W W +75.00, 16.50'L, i2 sDk ® �s� � 94.39 TBC 95.77 CL 97.41 TBC STA. - ROADWAY STATION FROM CENTERLINE � 92.28 TBC a a +61.04, 16.501E +75.00, 16.501E CL - ROADWAY CENTERLINE o +75.00, 0.00' +75.00, 16.501E PC - POINT OF CURVATURE U) 2 PT - POINT OF TANGENCY h 78 d v �, v 94.26 CL �, v C `n 97.29 CL+75.00, 0.00' \ ELE. - ELEVATION o ° M' ° 5 +75.00, 0.00' � \ L - STATION OFFSET LEFT 9u'� d 2 ° d® ° • d 4 R - STATION OFFSET RIGHT d d ° ® ia"so 4 a 2 ° �° d d LU N RIM - RIOM OFCK OF STRUCTUR E ZU LIP - LIP OF GUTTER _ MA - MATCH EXISTING o SW - SIDEWALK o 1 0 1.1s% 4 4 0 1.51% o E. KALINGA LN. (PRIVATE) 0 1.51% o J - } w 4 EP _ EDGE OF PAVEMENT z 4 N 15+00 + N- 1600 17+00 �j o N f 18+00 N 19+00 N I 20+00 1 FL FLOW LINE 77 I I I = w TOC - TOP OF CONCRETE 0 5 100 l0 0 0l 0 01 T HP - HIGH POINT N 4 1 �i 1 1 0 1.18% O 4 0 1.51% 0 1 0 0 1 1 U y ° CR - CURB RETURN � 65 N c�� N N N 1.51% �i w 2 Q POC - POINT ON CURVE - � p Ao <� 93.38 CL/GB INT - INTERSECTION 2 \� 2 ° d ° 'Q ^ o d +16.93, 0.00' xo w p PRC - POINT OF REVERSE CURVE ° d ° 4 s d ° d 2 Lu SHEET NOTES 93.19 TBC 931.51 TBC/GB 94.39 TBC 97.41 TBC ®� S' +37.95, 16.50'R +16.93, 16.50'R +75.00, 16.50'R °�° 0 C Lo +75.00, 16.50'R ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 92.35 CL/INT 92.85 LIP/PC �„ of NOTES. u �' +77.03, 0.00' 93.11 LIP/PT o o ° +43.95, 14.50'R � B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 'R o 1 91.16 TBC/POC 92.47 TBC I w I v SIGNAGE. SEE DETAIL SHEET C2.11 +50.00, 16.50'R +77.03, 16.50'R . ,92.80 FL 93. .06 FL LL, Q cfl ' C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET +4642 1615'R > +08.42, 16.16'R 0 95.90 TBC Q I1 d "o _ SECTIONS. zo �v 5, 24 TOR a ° 93.61 TOC D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT 91.04 CL/POC 64 63 62 61 60 +46.45,594.50'R 58 57 J O O O O O O O O O O O J@ I GRADING PLAN. +50.00, 0.00' O J 56 55 +08.45, 24.50'R 53 52 51 50 49 48 47 46 45 44 43 z w E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. v 91.28 CL/PT/GB 54 Q +87.07, 0.00' z F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO co w TOLERANCES WILL BE ALLOWED. Y 91.41 TBC/PT/GB v7 O G. ALL STATION AND OFFSET LABELING RELATED TO EACH +87.07, 16.50'R 3 Ln I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ad vi 0 ALIGNMENT. Q SEE ROADWAY PLAN ® d + N H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z C2.5 I MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE SHEET O RIGHT-OF-WAY PERMIT. _ I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS () CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. E . KALINGA L N . m � J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. z 0 30 60 90 0 3 6 9 D Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N KEYNOTES ® Lu 2 Z 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD LJ..I SUPPLEMENTAL STANDARD DRAWING SD-701. O 2703 2703 = - 2 J 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL LJ..I STANDARD DRAWING SD-709. z Z 00 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q O SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL z THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY O J + T APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" - Q 2700 2700 MINUS CRUSHED AGGREGATE. W C Y ro + II II 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC S - W 9 Z 00 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES G 00 II N N PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES + z Y SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE L.L Q _ QL0 o 0) AND ADHESIVE 2697 11 N w (If N 2697 (CONCRETE SHALL BE COLORED 'TRAFFIC ^YELLOW . ALLOWED) �� oN w C� Li won 1.51% oC p Y rn w II FINISHED GROUND z Q w Q - - - (N 0 W _ 04 w N Of w II - w Lu 2694 < > � - - - ' - - - - - 2694 U 0 w / -0.40% (� 1.18% J 0 1' B% m 2691 0.66% \ 2691 X N / M / U d a � Z 0 2688 2688 Q / V / EXISTING GROUND N / � Z Q 2685 2685 0 m 0 u a E N G I N E E R I N G 3 EXISTING GROUND CENTERLINE 5725 NORTH DISCOVERY WAY 2682 FINISH GROUND CENTERLINE 2682 BOISE,IDAHO 83713 IF PHONE(208)639-6939 m kmengllp.com N cfl O> CO 00 r r- 0) 0) 0 N O N L0 O cD N O � N CA o O N r DESIGN BY: LK o � - � f00 p 0 o 4 O Ui co z 00 0 00 0 _ 00 00 N � � LO6 � W0) 00 � m co 0) (00) 00 0) co rn 0) 0) ° 0) am 0) 0) m 0) 0) 07 0) 0) N � 0 N � N CA cD � N � � N � to � uJ (0 (0 N to to to CA co � N D CN co � 0) (0 DRAWN BY: JO z N N N N N NN N NN N NN N N N N N N N N N N NN N N N N N NN N N N 0 CHECKED BY: LK u V F DATE: 2/6/26 0 14+40 14+70 15+00 15+30 15+60 15+90 16+20 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 PROJECT: 25-243 V SHEET NO. V m V N N 2 SHEET LEGEND A L f,yci 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSF 'y STA., OFFSET SIDE 1.50% 860 FINISHED GRADE SLOPE 16126 0 2 � GRADE BREAK , OF Iv//v \NSA � C. K 98.98 CL/INT ° +20.54, 0.00' I - - - - - - - - - - SAWCUT LINE ° I 99.33 TBC 99.00 TBC 99.60 TBC/PC/GB +98.76, 13.501E +42.76, 13.501E +14.49, 13.511E 98.81 cL CIVIL ACRONYMS 99.14 CL +42.76, 0.00' //_+14.491 8.89 CL/GB +98.76, 0.00' 0.00' I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 99.83 TBC/PT/GB FOLLOWS: +30.98, 13.501E C) o Lu STA. - ROADWAY STATION FROM CENTERLINE 99.6t MA I CL - ROADWAY CENTERLINE o 99.65 CL/PT/GB o PC - POINT OF CURVATURE +9.31 TBC +30.98, 0.00' J I D +26.31, 15.75'LI PT - POINT OF TANGENCY +98.48, 15.271E c� � � i � ° ELE. - ELEVATION in 98.83 TBC/GB 98.9t MA L - STATION OFFSET LEFT N +66.26, 13.501E +26.72, 0.00' ° \ R - STATION OFFSET RIGHT r7 98.64 CL/GB/LP TBC - TOP BACK OF CURB 99.17 2 +66.26, 0.00' ° \� RIM - RIM OF STRUCTURE / a LIP - LIP OF GUTTER TBC/POC o 0 74% o 0 MA - MATCH EXISTING a o O } 0 0.74% SW - SIDEWALK / a _ N 2 +00 N I o LO.40% % 1 23+00 I EP - EDGE OF PAVEMENT c� o� c" S. STOCKENHAM LN. (PRIVATE)- _ " �I -CA N NFL - FLOW LINE z Xo o 0 TOC - TOP OF CONCRETE O 0.74% N N 0.74% N I Qa HP - HIGH POINT N J CR - CURB RETURN > w O ® J POC - POINT ON CURVE L ~ 2 ° -'Q 01 o *VA/+66.26, / � w a° INT - INTERSECTION 98.58 TBC/PC / N° 98.83 TBC/GBPRC - POINT OF REVERSE CURVE 52.02, 16.50'L N S. 43 13.50'R °J SHEET NOTES CV � _> > > -> 99.83 TBC/PT/GB 2.00% 2.00% 99.26 +30.98, 13.50'R I o a ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. TBC/POC 98.2t MA 44 BLOCK 1 0 40 +25.92, 15.57'R B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND v III SIGNAGE. 1 1 98.81 FL 99.02 TBC/PC/GB +04.76, 13.00'R ° +13.66, 13.50'R ° C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET a1 ° SECTIONS. o 99.40 SW SEE DETAIL SHEET C2.11 ° z 98.58 TBC/PC +04.76, 21.50'R 99.00 TBC I D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT MATCH LINE - 45 +52.10, 16.50'R 1 I I 39 +42.76, 13.50'R ° GRADING PLAN. 99.33 TBC a 98.45 CL/PC +98.76, 13.50'R 98.57 FL • E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. SEE SHEET C2 . 3 +52.00, 0.00' a +36.76, 13.00'R a , F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 99.17 SW I. TOLERANCES WILL BE ALLOWED. �j 1 111 N +36.76, 21.50'R � , I SEE ROADWAY PLAN_ZZ G. ALL STATION AND OFFSET LABELING RELATED TO EACH SHEET C2.9 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE O RIGHT-OF-WAY PERMIT. _ I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS (/i CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. S. STOCKEN HAM LN . PLAN AND PROFILE m J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. z W 0 30 60 90 0 3 6 9 Q J W Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N O KEYNOTES ® W 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z Z SUPPLEMENTAL STANDARD DRAWING SD-701. O C) Q 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL = W Z STANDARD DRAWING SD-709. z z > Q 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q O SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL O Q Z THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 2709 2709 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" E c MINUS CRUSHED AGGREGATE. c � w � Q i0C z N � Q W 2706 N 2706 VO II + N 0 I- N QLn N O II Q O (/ of Lo ccn13� z 2703 N T (D 1p 00 w ° 2703 U (IfN m EXING GROUND w IST II o > J Qw QfJ J = � w c9 w 0 2700 2700 _ - a - - - - - -0.74% G / - - 1.51% - 0.40% m a z 2697 2697 0 Z Q - V 0 FINISHED GROUND N N N Z 0 0 2694 N 2694 0 m 0 u a E N G I N E E R I N G a EXISTING GROUND CENTERLINE 5725 NORTH DISCOVERY WAY 2691 FINISH GROUND CENTERLINE 2691 BOISE,IDAHO 83713 IF 11 PHONE(208)639-6939 m kmengllp.com (D O) N 00 Cn � O 00 0) 00 w N r r a; 0; C 1 0i of N 0 D' O o 0 00 C6 ap DESIGN BY: LK O ao ao 0) 0; O) ai O O 00 O 00 0 00 00 z O rn O O O O 0) 0) 0) (D (D cD cD (D cD cD co CO co co N co r (0 (° (0 DRAWN BY: JO a N N N N N N N N N N N N N N N N N N N N N z 0 CHECKED BY: LK u V F DATE: 2/6/26 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 PROJECT: 25-243 V SHEET NO. V m V N N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s 216126 0 SEE ROADWAY PLAN SEE ROADWAY PLAN SEE ROADWAY PLAN SEE ROADWAY PLAN y SHEET C2.1 SHEET C2.8 SHEET C2.3 SHEET C2.6 C, F Of - GRADE BREAK y�//v C K\NS� tr I V 91.58 TOC ° 92.05 TOC 93.33 TOC - - - - - - - - - - SAWCUT LINE +25.31, 21.501 24 +57.31, 21.501 C0 +47.21, 21.501 ° Q � ° ° 92.73 FL ° y 90.99 FL/GB 91.51 CL/INT +47.32, 13.171�. 91.45 FL ° +25.70, 13.00'L +41.51, 0.00'L �I ° I °p L CIVILACRONYMS � ° ° +57.31, 13.001 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ' 89.95 TBC/GB O 25 FOLLOWS: 59 F F F F N F +58.98, 13.501 ° 92.01 TBC 92.78 LIP/PC ° F F F F STA. - ROADWAY STATION FROM CENTERLINELu �o I III ® p v +63.31, 13.50'L +44.71, 1 1.50'L CL - ROADWAY CENTERLINE 1 o 91.32 TBC 89.76 CL/GB � 93.10 TBC U ° PT - POINT OF TANGENCY +19.31, 13.50'L ° 0 0 +38.71, 13.50'L +58.98, 0.00' o m N ELE. - ELEVATION r 1 s 26 of 0 58 77 F F F o o ° L - STATION OFFSET LEFT ° R - STATION OFFSET RIGHT I F F F F ° TBC - TOP BACK OF CURB in ° U v < RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER ° ° I ,�� N 57 R MA - MATCH EXISTING / 89.6f MA ° - _ DD 2p. SW - SIDEWALK / +38.98, 13.36'L 2 a"s 2 ° ® EP - EDGE OF PAVEMENT c� aA0 FL - FLOW LINE z _ 89.9f MA ° O a o F F F F F TOC - TOP OF CONCRETE ^' +38.98, 0.00' ® HP - HIGH POINT N I o I o0 2.28% 0 � 4 F F CR - CURB RETURN w 1.45% POC - POINT ON CURVE w N 11+00 1 Q 12+00 0 L - I - - - -N + - INT - INTERSECTION I I 0 2.28% 1 0 S. BOSWELL LN. (PRIVATE) 1.45% N -F PRC - POINT OF REVERSE CURVE 4 ^' 90.2f MA N ° F SHEET NOTES \ +38.98, 12.57'R �4 "'� 93.54 CL/INT 0) � +81.51, 0.14L A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD \ o 0 2 ° os ( NOTES. 28 F B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 92.02 TBC SIGNAGE. 89.95 TBC/GB I E I- a F +63.70, 13.50'R 121SD-a +58.98, 13.50'R ° p > C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET 91.28 -L/GB 29 55 SECTIONS. zo +25.70, 0.00' N ° L` SEE DETAIL SHEET C2.11 Z D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT Y ° J F E GRADING PLAN. Q 91.33 TBC 91.45 FL - 93.11 TBC z F F F E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. +19.70, 13.50'R p l° +57.70, 13.00'R +39,31, 13.50'R p J s = ° 90.99 FL/GB 30 54 1 < F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO u; ° +25.70, 13.00'R 92.05 TOC g2.78 LIP/PC Lu TOLERANCES WILL BE ALLOWED. ° +57.70, 21.50'R +45.31, 1 1.50'R F F G. ALL STATION AND OFFSET LABELING RELATED TO EACH 91.59 TOC_/ 92.77 FL F F F ALIGNMENTATIONS ARE REFERENCED TO THE ROAD � j +25.70, 21.50'R ° +47.70, 13.14'R H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z ' I 31 I p 53 +47.893 28.5 OC I F F MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE O I I ° RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. S. BOSWELL LN . PLAN AND PROFILE m Ln z J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. z 0 30 60 90 0 3 6 9 D Q Lu J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N IL E: KEYNOTES ® W O 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-701. O C) w 0 z 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL = Lu Q 2703 2703 STANDARD DRAWING SD-709. z z z 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q Q O SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL O Q 0 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 17; APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" Z MINUS CRUSHED AGGREGATE. LJ..I C J 2700 N 2700 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC S - J STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES CIE-Q G w II PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) O + zz 0) AND SHALL BE COLORED 'TRAFFIC YELLOW'. m 00 a' EXISTING GROUND N 2697 00 II w% II 2697 Q `n 0 0 � w > H Q � J z II II Q � 0 zW W N N W NLL � m 2694 Q � Q > LL i - - \ \ 2694 N J m m c� w J W II w II J / 1.45% a 0 w c� w i m m 2691 1.45% 2691 i 2 2g L-0 FINISHED GROUND 2 O Z 0 a 2688 2688 0 N N z N 0 0 p b N m ° a 2685 2685 E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 EXISTING GROUND CENTERLINE PHONE(208)639-6939 2682 FINISH GROUND CENTERLINE 2682 kmengllp.com z DESIGN BY: LK z zF � rn rn r7 DRAWN BY: JO � r- M 0000 rn N N 0 rn rn rn rn rn CHECKED BY: LK rn rn 0) 0) rn rn V (D 4 (D 4D to � � � � N N ( ( (0 NNN N N NN N (V N CV NCV N N DATE: 2/6/26 o PROJECT: 25-243 V 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 SHEET NO. V m .5 N N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 216126 o Q GRADE BREAK �C, 0f / /V C. K - - - - - - - - - - SAWCUT LINE SEE ROADWAY PLAN SHEET C2.3 ' AZ CIVIL ACRONYMS ° F ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 63 ° FOLLOWS: F STA. - ROADWAY STATION FROM CENTERLINE 92.81 TOC 93.48 GB a ° +25.00, 10.001 +75.36, 10.001 ( CL - ROADWAY CENTERLINE o I III I I PC - POINT OF CURVATURE GB PT - POINT OF TANGENCY 93.17 CL / ELE. - ELEVATION 62 � +75.36, 0.00' L - STATION OFFSET LEFT I- F EP d3_ R - STATION OFFSET RIGHT 7g 79 80 81 82 83 84 TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER z 92.55 SW BLOCK 1 MA - MATCH EXISTING J SW - SIDEWALK LL, +29.49, 10.00'L EP - EDGE OF PAVEMENT FL - FLOW LINE c� 61 p 92.38 GB F z F it +86.99, 10.001TOC - TOP OF CONCRETE O m 92.57 GB F F HP - HIGH POINT N +39.49, 10.00'L 6" o 2 Lu 93.47 GB CR - CURB RETURN w z ° +93.94, 10.001 - - = POC - POINT ON CURVE L ~ BLOCK 1 vi y °cS' y° tie INT - INTERSECTION PRC - POINT OF REVERSE CURVE 60 ° 10 00 ° ° Q 0.40% ° C0 11+00 °p 1z 0 93.51 CL/GB SHEET NOTES orf �- 85 1 +93.85, 0.00' 93.55 GB A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD �° +93.77, 10.00'R NOTES. 1 B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 59 92.37 CL/GB F N F F F E92.61 CL F F SIGNAGE. p +391.49, 0.00' 0 92.18 CL/GB +25.00, 0.00' 92.35 CL/INT F +86.99, 0.00 C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET +00.00, 0.00' ° F 92.57 GB < j� F 1� SECTIONS. zo +39.49, 10.00'R 92.38 GB " F F F F R 93.42 GB D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT +86.99, 10.00'R GRADING PLAN. O 92.67 CL/SW +75.36, 10.00'R 77 58 +29.50, 0.00' ° 86 C ° " E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. ° F F I F F ° F F f 92.81 TOC F F 92.79 SW +25.00, 10.00'R " ' F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO +29.51, 10.00'R �° TOLERANCES WILL BE ALLOWED. p 57 a F F F F F F G. ALL STATION AND OFFSET LABELING RELATED TO EACH F SEE DETAIL SHEET C2.11 " SPOT ELEVATIONS ARE REFERENCED TO THE ROAD a " ALIGNMENT. TT ® H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE O RIGHT-OF-WAY PERMIT. _ I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ALLEY "A" PLAN AND PROFILE m Ln z J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. z 0 30 60 90 0 3 6 9 tZ) Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N CL Lu KEYNOTES ® 2 z " 2706 2706 1. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD W 0 SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL O THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" _ LJ..I MINUS CRUSHED AGGREGATE. z Z Q > Q 2703 2703 O 0 oC Q J I.0 � Q ao q M O < T Lu 2700 0) � + + N 2700 � Q J IN J + M � � II II Q p 00 O+ II Q � � ^ Q II a V) � N � Q II II N� YM YQ � Q y (0 z oc N O 2697 Y rn I" " (n of N m N m II 2697 W 0_ N Q O Y 6) 0 V m W W N II < W W W Q W II mN m Q� 0U' L j Caw p w Q p > W II CAW J cD W Qf W a in �' 0 W af J EXISTING GROUND J 0 2694 " W 2694 2 a -0.40% 9. \3.1 a / m a 2691 / 2691 Q / FINISHED GROUND V N J Q O N N 2688 2688 0 0 m 0 u < tam EXISTING GROUND CENTERLINE o FINISH GROUND CENTERLINE E N G I N E E R I N G 3 2685 2685 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 0 I PHONE 208 639 6939 a °° i °°m O _ to Ln `Onr M kmengllp.com M M MMN NN f7 N N 00 0) 0) NN N N DESIGN BY: LK Nz N N N a DRAWN BY: JO Z 0 CHECKED BY: LK F 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 DATE: 2/6/26 o PROJECT: 25-243 V SHEET NO. V m V N N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 2/6/26 o Q GRADE BREAK �C, OF / /V C. K ep \\\ " " " w - - - - - - - - - - SAWCUT LINE , \ > \Fp a I sp CIVIL ACRONYMS [F( 51 '2� -__L' 0 I Q I 12s � ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 88.58 GB ° i,, I o FOLLOWS: 4 +31.09, 10.001 F m 89.50 SW I Lu +53. , STA. - ROADWAY STATION FROM CENTERLINE E+31.73, 10.00'L 88.38 CL/INT +53.22, 10.00'L o Q o ,,, CL - ROADWAY CENTERLINE o +31.09, 0.00' ° O PT - POINT OF TANGENCY � 89.42 GB � O � _ I O I PC POINT OF CURVATURE +42.26, 10.00'L 88.36 GB o Vill' 89.43 SW +53.46, 10.001 N I +63.11, 10.00'L ELE. - ELEVATION L - STATION OFFSET LEFT F 13 12 11 10 9 8 7 6 5 4 3 I 89.59 CL/GB R - STATION OFFSET RIGHT 3 ° +63.11, 0.02'L TBC - TOP BACK OF CURB ° F F 89.22 CL/GB 88.99 PT F a' + 2.26, 0.00' +86.92, 10.001 SEE DETAIL SHEET C2.11 I RIM - RIM OF STRUCTURE 4� � LIP - LIP OF GUTTER a, 88.66 TOC 89.07 TOC ° I I MA - MATCH EXISTING / F I +25.00, 10.001 F +25.00, 10.001 89.48 TOC SW - SIDEWALK a' 68 F F F EP - EDGE OF PAVEMENT 88.79 CL/PT +25.00, 10.001N FL - FLOW LINE z 88.46 CL 88.87 CL I TOC - TOP OF CONCRETE 0 / o +86.92, 0.00' HP - HIGH POINT a \ �0 OD F F `tF F F +25.00, 0.00' +25.00, 0.00' 89.28 CL Ln +25.00, 0.00' I CR - CURB RETURN w Lu LL\ I POC - POINT ON CURVE - ° o ° INT - INTERSECTION ° ° o PRC - POINT OF REVERSE CURVE o ° ° ° 15+Ob 15+23 0 95% 11+QO �,�� ° °� ° 0.41% ° 12+00 ° � � ° ° 0.41%° ° 1�,+0� ° � 0.41% 14+0® o � � ° ° ° SHEET NOTES No Imo- ° (14 C14 ° v O ° ° ° ° ° ° O ° ° I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD a)o N I NOTES. O N I ° 89.48 TOC I I B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND 88.43 PT t88.66 TOC 89.07 TOC +25.00, 10.00'R F o I I SIGNAGE. +68.68, 10.00'R +25.00, 10.00'R +25.00, 10.00'R I 89.30 CL/INT 88.99 PT 74 75 +92.61, 0.00' 16 +86.92, 10.00'R � � 88.16 CL/GB F � i C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET _ +53.46, 0.00' O I SECTIONS. o ' 88.94 PC l 89.42 CL GB I D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT ° +92.53, 10.00'R ° ° o <_ 88.59 POC +53.22, 00' I I GRADING PLAN. ° +53.46, 14.50'R F I 89.76 SW 89.42 GB �� O O O O O O O 89.62 GB 76 I I +63.11, 10.00'R E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. � +42.26, 10.00'R F F 67 68 69 70 71 72 73 SEE ROADWAY PLAN +53.22, 10.00'R I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SHEET C2.1 ° 72,5p N gp TOLERANCES WILL BE ALLOWED. 89.45 CL/GB ° 66 BLOCK 1 I I y G. ALL STATION AND OFFSET LABELING RELATED TO EACH +31.05, 0.00' o � SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 89.41 SW I _ ° ALIGNMENT. +30.58, 10.00'R N ° N H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z �as o MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE � O RIGHT-OF-WAY PERMIT. _ SEE ROADWAY PLAN SEE ROADWAY PLAN I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS () SHEET C2.8 SHEET C2.2 CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ALLEY " 6" PLAN AND PROFILE m Ln z J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. 0 30 60 90 0 3 6 9 Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N w Lu J z 'L O0 � w 2700 2700 Z Z Luz Q O z O Q oc Q O J 2697 + N 2697 Lu m + S = II + o c0 + G V) L + � II II LL Q J � II + QO � � J 00 ~ N V) Non < � OC Q Q 2694 � N L7� II II QO Y � 2694 W II H� (0 Q N 06 �WN NOO m< Cn 06 O Uw w \ w� Ld > z 04 Q�J � II m - - w J (� W L u FINISHED GROUND 0 w 2691 / caw �/ ww o II \ U 2691 N w 0w �� J 2.00 �^ p0% 0.41% ' X 2688 - .s5% _ / �� 2688 N J u a O m n a z 2685 EXISTING GROUND 2685 V ,o N N O N Z Q O 0 2682 2682 m 0 u a E N G I N E E R I N G 'a 5725 NORTH DISCOVERY WAY 3 EXISTING GROUND CENTERLINE 2679 FINISH GROUND CENTERLINE 2679 PHOINE(08)639-6939 IF m kmengllp.com N �n co 00 0) r� Vn 00 O r� �n � o N It DESIGN BY: LK I� O 0) O O V) n N n 0) N r, cD (0 (0 N Z Op � N N n c0 r- 00 0) N 0) 0) N N N Cn a0 00 00 r, n r r 06 � 00 rn °p ro rn 00 rn °6 N °6 N °6 00 °6 00 °� oo °� oo °� ro °� oo °� oo rn ro °' 0o 0) 00 00 DRAWN BY: JO a 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 �p t0 (D (D (O (O t� (O t� (O (D (O (O (D (D (D (D Z N N N N N (0 N N t N t N t N t N ( N ( N (0 N N (0 N � N N o N N N N N N N N N N N N N N N CHECKED BY: LK V F DATE: 2/6/26 ° 9+60 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 PROJECT: 25 243 SHEET NO. V m V N N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 216126 o Q GRADE BREAK �C, OF / /V C. K - - - - - - - - - - SAWCUT LINE SEE ROADWAY PLAN SEE ROADWAY PLAN SHEET C2.7 SHEET C2.5 W \ CIVIL ACRONYMS 95.12 FG 67 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +75.00, 10.001E FOLLOWS: ° STA. - ROADWAY STATION FROM CENTERLINE a CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE 89.09 POC o 92.03 SW a PT - POINT OF TANGENCY ° +61.34, 10.001E ELE. - ELEVATION 66 +54.74, 9.991E o L - STATION OFFSET LEFT 89.31 PRC 64 63 62 61 60 58 57 I 56 55 92.04 SW 53 52 51 50 49 R - STATION OFFSET RIGHT 88.87 PRC +86.72, 10.00'L� +35.97, 10.001E > +07.74, 10.011E 59 0 >_ TBC - TOP BACK OF CURB °C 54 RIM - RIM OF STRUCTURE cin 90.61 TOC 91.89 CL/GB I LIP - LIP OF GUTTER z 91.82 CL/GB MA - MATCH EXISTING 12" aO 89.11 CL/PRC +25.00, 10.001E +54.65, 0.00' I ° � F J +07.65, 0.021E SW - SIDEWALK ° 12" C� +86.72, 0.00' I I `� S� `� `�' `�' � I � EP - EDGE OF PAVEMENT cn "SD- 2"S 89.97 PT U-' 91.62 GB FL - FLOW LINE z 1 g 00 ° `k 89.65 POC +65.66, 10.001E ® +27.65, 10.001E 92.75 FG N TOC - TOP OF CONCRETE O °0 �, �� +27.07, 10.001E 91.91 GB 1 0 +75.00, 10.001E ' V--� HP - HIGH POINT N 84q Co r � CR - CURB RETURN > O �I ° o +45.00, 10.001E z V ° N ° 1 P 00 ° ° ° 7�SpN POC - POINT ON CURVE ~ INT - INTERSECTION ° Q ° ) N ° ° ° ° op a ° o 15+00 ° ° J PRC - POINT OF REVERSE CURVE 88.38 CL/INT �o ° °� 12+00 nip ° 1.08% ° �3+00 z 1.88% �+ 2.00% ° 2 37% o ° ° ° w +00.00, 0.00' `� Q + -���,�, ° - --� -° - I N ° -foC14r -�N 7% s ° 4 ° o s° ° ° ° ° a.o ° ° s ° a ° ' r=� TW ° SHEET NOTES ° 88.92 PCC `V ° N °° U Z A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 89.45 CL POC \ +40.82, 10.00'R / � (� NOTES. i +27.07, 0.00' 89.77 CL/PT 90.41 CL 91.71 CIL ° ° ° 89.17 POC +65.66, 0.00' +25.00, 0.00' +45.00, 0.00' 91.42 CL/GB 92.55 CL ' w B. SEE SHEET C2.10 FOR PAVEMENT MARKINGS AND ° +70.46, 10.00'R 89.65 POC I I I I / +27.65, 0.00' +75.00, 0.00' C SIGNAGE. ° +27.07, 9.99'R 90.61 TOC 91.91 GB I � ' c w 89.31 PRC 89.97 PT I +45.00, 10.00'R o (� C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET +25.00, 10.00'R I SECTIONS. zo +86.72, 10.00'R +65.66, 10.00'R F ob ® 91.62 GB 92.75 FG � 17 I I +27.65, 10.00'R +75.00, 10.00'R 91.75 SW D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT W\ 18 11-6 I +07.57, 9.99'R GRADING PLAN. � O 19 20 21 22 23 24 25 26 27 `� ° 28 29 30 31 32 33 34 35 E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. 91.75 SW F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SEE DETAIL SHEET C2.11 +03.56, 353.00'R 94.92 CL TOLERANCES WILL BE ALLOWED. +75.00, 0.00' G. ALL STATION AND OFFSET LABELING RELATED TO EACH 91.51 CL/INT 951.12 FG SPOT ELEVATIONS ARE REFERENCED TO THE ROAD +81.15, 0.00' +75.00, 10.00'R ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE O RIGHT-OF-WAY PERMIT. _ I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS (/i CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ALLEY " C" PLAN AND PROFILE m Ln z J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. z 0 30 60 90 0 3 6 9 4> tZ) Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N I- w Lu J z0 2703 2703 = 1 � Q zQw > Q - O z O 0 oc a 2700 2700 ~ pC + o - "2 � - U II II II + Q Lu Q w a N L.L_ J 2697 Y Y 00 ; Y II 2697 Q O + LO N m N 0 m 0II m II Ld o II LL N w l � (D O Of m w � mw � w w w(D djII - - - -- - L1J 2694 " / Y 00 --- 2694 U O00 // \� o II FINISHED GROUND / \�- 2 1% J Of _j U J - N II / 0 w -2.O0q 2691 ww / --� ' a • 2691 m - w N N M >d / m 0 84% Z 2688 - 2688 0 0 Q V O EXISTING GROUND N �� 2 K 0 2685 2685 0 m 0 u < tam E N G I N E E R I N G a EXISTING GROUND CENTERLINE 5725 NORTH DISCOVERY WAY 2682 FINISH GROUND CENTERLINE 2682 BOISE,IDAHO 83713 PHONE(208)639-6939 m kmengllp.com o 0) o 0) LO M o co U) N 04 r- 0) N N �n 0) 0) Un ``) cD `n a N N 0cfl0 ocfl o o co co co CO 0) CO 0) DESIGN BY: LK 06 ) c O O � O O) O) O) CY) 0) 6)0 00 00 '0 00 00 � O) 00W 0) (° �° Cfl (° N W cD o CO CO CO (0 C,4 (0 CO No N N c0 N (D cD Nc0 cD NW N N 04 N N N N C14 (0 c0 (0 DRAWN BY: JO N N N N NN N N N N N N N N N N N z 0 CHECKED BY: LK V F DATE: 2/6/26 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 PROJECT: 25 243 V SHEET NO. V m V N N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J� 216126 o Q Iv 0 GRADE BREAK C, Of K\NS� 96.31 TOC 98.68 TOC 99.43 SW — — — — — — — — — — SAWCUT LINE +25.00, 10.001 +25.00, 10.001 +79.32, 10.031 ° SEE ROADWAY PLAN .� SHEET C2.4 SEE DETAIL SHEET C2.11 CIVIL ACRONYMS ° w ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ° Q FOLLOWS: 50 49 48 47 46 45 44 43 Lu STA. - ROADWAY STATION FROM CENTERLINE 97.49 TOC °- CL - ROADWAY CENTERLINE o +75.00, 10.00'L z PC - POINT OF CURVATURE J 98.98 CL/INT PT - POINT OF TANGENCY ' � ELE. - ELEVATION M Q +05.82, 0.00' L - STATION OFFSET LEFT vV = R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB u RIM - RIM OF STRUCTURE z U ® 0 LIP - LIP OF GUTTER N MA - MATCH EXISTING J 4 ° vi SW - SIDEWALK o w 16+00Z q ° ° ° 17+00 ° ° ° 8+0 2 EP - EDGE OF PAVEMENT c� 2 W ° i ° N 2 37% o j ° 2.37% 4� — 4 0.50% FL - FLOW LINE �—° ����N 42 � �+ z Q o ° °O 4 ° ° ° ° TOC - TOP OF CONCRETE O U = O ° 4 4 4 Qs ° ° HP - HIGH POINT N c�i CR - CURB RETURN w Lu (� POC - POINT ON CURVE - ' INT - INTERSECTION G w PRC POINT OF REVERSE CURVE Lu SHEET NOTES V) 97.29 CL +75.00, 0.00' A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD I NOTES. +75.00, 10.00'R 41 ° ® I B. S GNAGE SHEET C2.10 FOR PAVEMENT MARKINGS AND 34 35 36 37 38 39 40 ° C. SEE SHEET C2.11 FOR TYPICAL ROADWAY STREET SECTIONS. zo BLOCK 1 � 96.11 CL 98.48 CL 99.36 CL/GB I D. SEE SHEETS C3.1 AND C3.2 FOR PRELIMINARY LOT +25.00, 0.00' +25.00, 0.00' +79.32, 0.00' ° GRADING PLAN. 96I.31 TOC 98.68 TOC 199.29 SW I ° E. SEE SHEET C9.1 FOR STREET LIGHT PLAN. +25.00, 10.00'R +25.00, 10.00'R +79.32, 9.97'R F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. Y G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. < E. HIL PARK ST. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS z MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE O RIGHT-OF-WAY PERMIT. _ I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS (/i CONTACT ACHD INSPECTION FOR VERIFICATION OF > COMPLIANCE WITH POLICY AND EXISTING PAVEMENT ALLEY " C" PLAN AND PROFILE MARKINGS. m Ln J. SEE SHEETS C4.1 AND C4.2 FOR STORM WATER PLANS. z 0 30 60 90 0 3 6 9 Q Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N CL Lu Lu J zILL O 0 Lu 2709 2709 Z Z Luz Q O z O 0 oc a ~ DC 2706 + 0 2706 cc Lu _ '� U - a a u Q Q Lu v � V) a00 LL J YOB YCY) N � J � N wN zrn 2703 0 a 2703 w ° II o N Ld Q 0 w n0CDLd w wII O z oc z w LEI U 2700 FINISHED GROUND 2700 C.50 / J 0 a 2697 2697 N M >d 2.37q° — — - - - - — — — — — — — — 2694 2694 V N O N EXISTING GROUND Z a 0 2691 2691 0 V < tam E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY a EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 IF FINISH GROUND CENTERLINE PHONE(208)639-6939 2688 2688 kmengllp.com m N N DESIGN BY: LK 4 't 4 4 � 0 L6 � ui `i of cO DRAWN BY: JO 0) 0) 0) rn 0i Sri rn 0) 0) Sri 0) ai NoNN NN N NN N NN N CHECKED BY: LK (.0 N V F DATE: 2/6/26 0 PROJECT: 25-243 s 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 SHEET NO. V V m V N N 2 PAVEMENT MARKING LEGEND SHEET NOTES REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) A. SEE SHEET C1.1 FOR GENERAL AND ACHD NOTES. ASS\ONAL fNc� FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS \CENSF B. S - - - - - - - - - - - - - - - - - - - - - - - — � PRIOR TO PLACEMENT OF ANY PAVEMENT MARKING - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - s CONTACT ACHD INSPECTION FOR VERIFICATION OF _ _ _ _ _ — — — — — — — — — — — — — COMPLIANCE WITH POLICY AND EXISTING PAVEMENT860 ■ — — — — — — — — — — — - 19 24" WHITE — STOP BAR MARKINGS. 2/6/26 0 ® C. STOP BARS, CROSSWALKS, MULTI—USE PATHWAY 9 9TF \QP� STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE C OF �lv THERMOPLASTIC. C. Y, D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH 2O23 MUTCD & 2004 ■ SHS SIGNING AND PAVEMENT MARKING DETAILS. I F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR I ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. o IL o to X KEYNOTES ® w I Lu Q • I M I o 1. INSTALL STANDARD POST MOUNTED STREET NAME SIGN PER ACHD TRAFFIC STANDARDS DETAIL TS-1109.04. "1 S S 1 0 S -S — — — — — — — — — — — — — — — — - - -I s. 19 E. WOODMURRA LN. (PRIVATE) 1 • s s s O • I 88 N �� . If• d d ° ° °d �\�\O n00 I �VcGv "Y� •f O s NDSCAPE s �� i VA11 d • n�/ d LI BLOCK 1 ( I O 73 a o > S .s O J 1 I 5 72 � y Q° 0 1 * d m d� \I/ ° 4V \11 41 'v IT u ill O BLOCK 1 71 z ° ° ° W \ d w I O ° 70 a _ d° ° d d d OU I d d d ~ 1 CoLn I `n z Ada E. KALINGA LN. (PRIVATE) z O d d d ti a w O a s 68 65 ° ` �O d _ d d a ��00 Q 4 z CL d d w oC o 58 57 d 56 55 54 53 52 51 50 49 48 47 46 45 44 43 �, Lu ICIE- ° BLOCK 1 �titi a P�P��� BLOCK 1 T ti��� Q L > LL Q z d ) (� a d � d / d \ V d Z 0 d 5 ° d ° ° �a s a ° L Q ° ° ° ° d ° d ° ° d ° ° ° ��'' J " • l O 19 Q° d d d a ° ° m d d °° ° d �d QS ° Q °a d Q d° ° 42 ° Q d� d ° 1 d ° ° ° d ° ° dd d �O a ° /, q = d O O I X 13 ° d d O _I° d ° d d N � Y °° d Od L7 ° ° d_! d Q d d a Z w s cn o s ° u w d F o U 27 Q.P� ��-�� sr w �O� w 16 17 J N\X�\N J R1-1 �� R1-1 19 P�P��� d ° d q��p O 20 21 22 23 24 25 30" X 30" d 28 29 30 31 32 33 34 35 36 37 38 39 30" X 30" 19 a dOlS — — dOlS a // I 41 N EP + 19 m \ CP -N • \ \ E. HILL PARK ST. — — — o <v FA FP\ z a - Fp o • ~ � EP�EP W a EP + s ENGINEERING —EP EP EP EP EPA EP EP - -r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - _ — 5725 NORTH DISCOVERY WAY — a a z CEP— EP _ I - - - - - - - - - - - - - - - - - - - - - - - - - - � I I BOISE,IDAHO 83713 N EP EP o I \ — — / I PHONE(208)639-6939 m kmengllp.com z n r I I I DESIGN BY: LK z DRAWN BY: JO SIGNAGE AND STRIPING PLAN o CHECKED BY: LK u V 0 40 80 120 DATE: 2/6/26 o PROJECT: 25-243 Plan Scale: 1 =40 Q SHEET NO. V m C2. 10 N N 2 F. A L f NG 54' COMMON LOT SS\pN�\CENSF 1.5' ACHD 0.5' 0.5' 860 SIDEWALK 63' RIGHT-OF-WAY ,n 216126 0 EASEMENT 5' SIDEWALK 8' PLANTER 13.5' TBC-CL 13.5' CL-TBC 8' PLANTER 5' SIDEWALK F �a ��, 5' OSIDEWALK 8' PLANTER 18' TBC-CL 18' CL-TBC 13.5' THRU LANE 11.5' THRU LANE �ti�/N �f K�NS 3:1 MAX. PLANTER 1.5% t0.25% 1.5% 1.5% 1.5% to.25% SLOPE TO 5' BIKE 5' BIKE " EXISTING LANE 1 1' THRU LANE 1 1' THRU LANE LANE \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ CONCRETE SIDEWALKS // // // 6" VERTICAL CURB AND GUTTY PER ACHD SD-709. \ \ \ \\ \\ PER SC HD SD 701, TYP. THICKNESS 5" 6' VERTICAL/ /� � � \ \ � �\/�\ \ \�\/�\ \ \/� \ �r CU 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG AND GUTTER PER 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 64-28 a 4" OF MINUS CRUSHED ACHD SD-TYP. AGGREGATE BASE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 16" OF 6" MINUS PIT-RUN SUBBASE 10" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION A ( LOCAL - E . HILL PARK ST. ) STREET SECTION E ( LOCAL S. BOSWELL LN . ( PRIVATE) ) SCALE: NTS _ SCALE: NTS Ln z O R > Lu 23.5' INGRESS AND EGRESS, PUBLIC UTILITIES, ~ AND EMERGENCY ACCESS EASEMENT 30' COMMON LOT 0.5' 16.5' TBC-CL 16.5' CL-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 7' 9' SLOPE TO 5' SIDEWALK PARK LANE THRU LANE 9' THRU LANE 7' BIKE EXISTING LANE 2' MIN. 2' MIN. .5% 1.57. t0.25% 20' PL-PL \/ \/ / / / / \/ \ /\' TYP.LANDING, 6" VERTICAL CURB ACHD AND SD U OER PER TYP 0 TBCB TYP.D SAWCUT EXISTING PAVEMENT SECTION SAWCUT �� 6' PORTLAND CEMENT CONCRETE. CONCRETE 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG MIX DESIGN PER ISPWC 4000A. 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 COMPACTED SUBGRADE INSTALL 6" X 6" WELDED WIRE FABRIC LAYER. 58-28 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 10" OF 6" MINUS PIT-RUN SUBBASE 10" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION F ( PRIVATE ALLEY) z SCALE: NTS Q V) STREET SECTION B LOCAL - E . WOODM U RRA LN . PRIVATE > SCALE: NTS 0 Ln m z Q CL W 60' COMMON LOT 2 z � 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' O C) WJ 5' SIDEWALK 8' PLANTER 7 91 9' 7' 8' PLANTER 5' SIDEWALK = . 2 Q 3:1 MAX. PARK LANE THRU LANE THRU LANE PARK LANE Z z W W Q SLOPE TO > o-EXISTING O Q 0 Q 1.5% f0.25%J�l 1.5%� E 2% 29 1.5%° 1.5% f0.257 O � - >\� w o Q ° 6" VERTICAL CURB AND GUTTER 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 L.L PER ACHD SD-701, TYP. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 10" OF 6" MINUS PIT-RUN SUBBASE Q STREET SECTION C - S. NEWBRIDGE LN . ( PRIVATE), E . KALINGA LN . ( PRIVATE z ( LOCAL ) ) W SCALE: NTS U J o J a R m = N N 20.5' INGRESS AND EGRESS, PUBLIC UTILITIES, 27' COMMON LOT AND EMERGENCY ACCESS EASEMENT 0.5' 2' 13.5' TBC-CL 13.5' CL-TBC 8' PLANTER 5' SIDEWALK 0 3:1 MAX. SLOPE TO 5' SIDEWALK 11.5' EXISTING THRU LANE 11.5' THRU LANE 1.5% 1.5% f0.257 -------17Z \\\\\\\\��\\/ ' 6" VERTICAL CURB AND GUTTER, TYP. a E N G I N E E R I N G 'a 5725 NORTH DISCOVERY WAY 0 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG BOISE,IDAH083713 0 58-28 PHONE(208)639-6939 m 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE kmengllp.com N 10" OF 6" MINUS PIT-RUN SUBBASE DESIGN BY: LK Z a DRAWN BY: JO Z STREET SECTION D ( LOCAL - S. STOCKENHAM LN . ( PRIVATE) ) CHECKED BY: LK V F DATE: 2/6/26 g SCALE: NTS PROJECT: 25-243 SHEET NO. V m V N N 2 CIVIL ACRONYMS las JJIVII I I\IIVI./LUU/.YU I AL � INV (E) E EV= 267 .10' 0 G / T I s I I ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS FSS\ON fNG� - INV-(WZ LEV= 267 00 - - -I- - - - SSMH RIM: 2691.73' / / I J I r FOLLOWS: ��CENSF 'y 00 ° - - - - �680.35' N I 8- ° °� ° ° �/ I s - M CENTERLINE I - --- -- - -- --- -- - - - - - - - - - - - �- - - ° ° ,1 CLA - ROADWAY CENTIOERLINEO 860 _ I I �'S s ° - PC - POINT OF CURVATURE 216126 8.. 8"W o "" $„ a"w '" S,w �p, 8'y O • s'�v a"w � I ., PT - POINT OF TANGENCY � s� • I I ti6 ti0 -s"w "$/ s'w s"w a"w 9 9T / 4 w LLE - STATION OFFSET LEFT y F 0 I, I E. WOODMURRA LN. (PRIVATE) �o / ,O- � � Of s a"s s a"s "s s" -8 67 - �,�s a s e"� s $ - - - - - - R - STATION OFFSET RIGHT /�/ C �(\ s"S a"s 89.13 I TBC s VA a$g�7 s s" - ICURB _ _ _ _ / --- - - - - - -- _ - _ _ � 3 1� TBC TOP BACK OF C MA 7t 2688 4�°' O 00 - _ _ ��i9 cO - `�`'� e3y _ _ LIP - LIP OF GUTTER 4\ N • S IRR ONDUT LK P-pp �O� p 89SW r�cp°� \ \�Oq 26g1 - �� N \ /I r I TOC - TOP OF CONCRETE ° 89.35 91.79\ ° "w a"w a"w a"w I _@-V�' I FG - FINISH GRADE I 87 93 - SW ° SW \ \ I TW - TOP OF WALL 00 G G --aY� -89.43 89.765 I 89.35 � 91.66 ,9 I �6 P p - =SW SW rSW om 76 ' GB "pI R TBC 9`3 L 269�ao 93.39 93.75 ° I 91.6 89'59 _� TBC R 4"FTBC - 84 4'ITBC - TBCI R 9409 GRADING LEGEND SD s I 88.15 88.15 FG 1too GB GB GB GB 89.Gg - 93.92 ° TBC s I �, J 8G.15 \ 89.FG Q 3 I 89.79 75 91.68 � I 91.42 r 93 55�94.02 SW 23 I 3 I Lu N In 1 GB SW 91.49 Q / _ GB 93.45 TBC -I- Q I I 88.15 89.47 ° 89.48 I > ° I 91.42 a 93.40 I FG SW 94.20'' `I/ 93.92 0 GB FG GB TBC 91.45 GB 83 ��� GB m s I SW TBC �42.50 FINISHED GRADE ELEVATION 3 88.25 88.15 0� a 89.35 ° TBC 191.78 v` 91.42 93.213 o 0' s FG GB I ° 3 GB 89.35 z Lu - - 1/SW GB FG I I FINISHED GRADE SLOPE I� a0 ®I 0 7 %d ' 1.50% III N s I\° 8G.36 \ �� I 8G.47 74 I 91.S4v I o I GB.42 \ -0 93.166 Iw � 93 61 I I I GB GB.15 89.35 ° I 89.35 Cr_o I 82 "'� �' 1 \� TBC I ' ��2626 -�- FINISHED GRADE CONTOUR I � °s I - FG GB N ? j 91.31 91.64 ` a • I �,, I 88.15 89.35 rn z SW rn 91.42 I I cn ,,rn I 35 91 34 Jo vi N a 92 89 00 I ' 45� EXISTING GRADE CONTOUR z GB ° GB 89.35 cD I cD GB I F_G � �oo � � I I 26 N c'6, s0 I 89.35 I TBC 91.42 w 3 0 8G.58 O I FG 73 I 91.39 I GB BLOCK 1 92.89 ° �' I O ?I °' I 89.23 SW I I -GB I ° 1, 1, ' GRADE BREAK N s 88.36� 89.23 ° a0 GB I 81 $ \ I 3 I w Lu o • I GB 88.36 26890 91.161 I 91.47 O I = 85 86 I I w - I n I 89.11 .26W+1� - 0 4 TBC 91.19 I 92.70 89.11 91.20 I SW 92.56 GB-1 � 4 GB - 2692 ✓ GB SW ° 93.20 N I ' '1�0 r I� °°° ° I 89.23 / GB TBC I d 91.19 92.66 FG-° �93.02 SW 93.36_ `° I "" w I I 88.80 1 I I FG IRr� 72 91.25 \ I GB 2"PI SW' 2"PI 2'PI 2"PI 2"PI GB I as ° I3 SD TOC SW27 TBc - - SHEET NOTES O FG I 89.11 ) > SI 12 ' A. SEE SHEET C1.1 FOR GRADING NOTES. o GB.36 89.FGCIO =g �? 91.05 \ 80 m 1; � ° 93.45I 5 j�$"s s TBC i 91.01 L_fLoI 91.35 I a I 1 I �' ° I TOC B. SEE SHEETS C2.1-C2.1 1 FOR ROADWAY 88.366 ° -89g.1 1� -89.1 1 TBC I SW_ T� C 91.GB r J, - - - , IMPROVEMENT PLANS. ° I / - GB- -' ° ° 1 * RIM-2 189.12 6 I I 89.11 71 91.10 I I�GB 19'� I 92.44 Q 93.17 (5) 93.42> ,\40' '93.04 I C. SEE SHEET C2.11 FOR TYPICAL STREET SECTIONS. ° • I FG O G O SW I GB I I .92.44 SW TBC I 91.21 �1 rr `° I TOC o I 89.12 88.99 I °� 88.87 \ 90.91 � J I FG ° I GB \ FG GB TBC I SW I 79 ) 92 GB !a"pl 92 57°pI 93.34 19 .59 4 I� I 13 ' KEYNOTES #° S \ 89.12 � 88.99 88.87 90.99- I 91.19 s Svys 0 I i GB I I GB ^ GB 12 sD 'TBC I \ GB 91.19 I FG _ I o ssco 00 .t i t N 0 \ �� GB 2692_ 92.79 1 -�-r _ ' 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. O ° 88.99 70\\ \ 91.22 26 _92.55 LF SW - Phi r- SW 31 a w 93.70 �=_ _ M 8 I 89.12 7 I I I FG O\\\ _ r � v FG 3 SW a I ]g �92.47 SW 92.71 93.21 h 2 a 1 / 93.51 t SW I I ' v Q 89.12 BLOCK 1 88.87 ° 88.87 , 91.02� �2 SW 2690- SW SW A SW Y s GB FG ml GB TBC SW25_ ° 689, \ \ ° u lae p I 89.12 88.87 91.61 ^ 92.28 92.66 93.19 93.39 ' uj 4 N s I I Lu 88.GB a ° TBC TBC TBC I ° TBC ® W O � _ GIB �' a ° GB \ TBC TBC ° > < 89.26 O8 M ° �, I 8G.87 69 SW 5 ° / '� \ I _T ' _ � � 91.22 2691 ui I ° 88.64 I 1 91.34 91.17 I 69`L ` \26°��\ I I I I z 88.64 88.76 J, GB g \ L"iGB FG - ° �268 1 r TBC \ E. KALINGA LN. (PRIVATE)- � I l I\ O N °° I 88.64 a0 Q 3 88< Co .76 88.64 i o 91'SW 91.41 TBC 1 91.51 / 91.85 r 92.00 92.54 \ 92.40 I N I I w (/ °° I I GB I, ° 8ud 8.76 \ �B q �O °SW \ TBC / TBC TBC TBC TBC 93.19 I _ II 89.40 O9 I FG 68 N I ° 65 5' �9. Z) ` TBC I V > FG �� I P rn 1 SW SW SW �92.39\ 92.73 93.08 SW I3 1C88. 91.70 92.05 93.31 ° i 64\ 88.6E I �GB.64 / �, O, SW SW ° SW d N I I �6gS w m z H I ° I I I I � \ / -1 88.64 GB 64 88.64 p I\I ' z (n Q W ° I I I 013 � / GB 90.93 89.73 I 1 \ \ \ II I I t J 9.52, \ 10 / ° I 88.64 o SW GB \ \ \ ` \ \ \ \ 90.66 91.29 o II 93.39 I 1 J \ ^ I ' 268� FG 67 090I50 GB 73 GB GB \ GB 04�� G6.66 ill I I I 0 89.73 \ GB \ GB SW N W I / 88.40 \ ��� J j 88.8E 26 9' I GB 88.50 88.50 SW\ GB \ \\ \\ s N \ 00 91.29 I I I > ' r � z Q 9� G B \ \\ a-Q \ \ rn� 1 N\ GB I I a V J I I 89.62� 88.40 ?6 88.52 - 90.33 \ \ \ R \ rn N� \ 93.40 I _"3 I ° 1 O W FIG GB I 971 GB / SW I \ ��\\ �o N `9 \ o / FG I II I z I s I 88.40 88.40 88.52 89.94 0 % \ o 19 rn I ° 1 w I GB _ 11 \ FG - ° FG 66 SW \ 64 63 62 61 \��� 60 ) NI 59 i I I w I ' Q z z W w r, 88.40 88.50 \ 88.50 \ �, / rn / 58 57 56 6,9 GB 269? GB GB \ 1 O \ /��N O ( O I I I Q �� I\ 1 6, �\ 92.31 I 6,00 I 1 O O W )� ° • ) I\\L � �� � � 3 88.50 88.50 o \\ � � 89 \ I 90.66 GB I° - N IOQ, t GB t I I b\ ` �' J GB l 91.29 �L .t o �/ l ° 1 " �j 1 GB 04 9.73 �89.73 90.04 90.04 90.66/ 91.29 \ GB 92.11N 2S I ' W S _ a � '\ �\ GB GB GB KGB GB 91.62 92.05 C L N 188.43 ' �\ � o 89.73\ 90.03 F90.35 F90.66 90.97 91.29 GB Syy I a' I G I I °1 GB / \\` GB_ e0 ° 14 s j � �'��.t �89.50 GB % GB S GB a GB GB GB ' I I N I ' Q ILD - / 89.72 J 12 88.43 ° / ° r° / SW 89.551 - I I ( L.L 89.73 -90.03- - -90.35- 90.66 -90.97 - -91.29- 91.61 /3 - z Z I I FG O / / FG I S 8'S S J r� SW - ° _ _ 89.90 / 88.70 00 d Q 26g9 l 8 °� ° ° �' ° FG °FG FG FG FG FG FG \ I I J FG / FG ° _ $s ° 1 I s"w w ° a°w10, °w s e91.91 s' Q / 88.43 (/ 88.43 f� ° ° ° ° ° d FG 92.04 I _ ° Q �C ° GB ( / GB °° ° s ALLEY(PRIVATE) ° ° a z\ SW- p p O R 90.08-p ( \ 88.98 ° GB 04 89.OG 89.FG_ a s S ° 8� �6g0. I 8„ ° 8, 26�1 ° a's ° °8..s S 91 SW ° ° �P a ° _ _ z P p �., P FG 6$9 13 \ E FG ° 89.54 �� 88.94'gg.04 -89.04 J _ ,p"Pi s P>- s" _ W° 88.43-P-2-j \ 88.43 FG - -� - - - - - - - - - - - - c . GB GB ° FG GB GB 89.78- 90.03 / I •S °� a 89.04 FG 90.35 90.66 I90.97 R 91.61 89.98 1 I I 6g ° U GB j FG FG FG f FG FG FG GB 91.58 L$ 1691 89SB' �89.GB -89.85 89.85 =90.18 )91.29 90.18 89.98 91.91 SWII GB GB GB GB GB FG I I !I I I I J 91.44 I I I 0 89.9t 16 / I / \\\ \\ \\ \ / MA �\- 17 I BLOCK 1 a I I °° ° 89.42 \ 1 II O 20 21 22 23 24 25 \26 271 I I 1 O I ° 28 ' 89.50 GB \\ \ I \ N \ 90.52 I \C I I / $S °s ° �\ r SW 89.04 ( I Gg.04w `268� '361 Imo I TBC ll 89.32 4h ° 15 . GIB\ I 89.16� r`89.05 / Z / R TBC GB 89.51 �/ 90.09 89.98 90.18 ycll I II ' .s �� �� f ci GB 89.05 89.51 89.85 89.85 90.18 GB GB GB 90.00 H\- 0 'S \ 1 89.18 89.33 Gg rGB 89.411 � � �\ GB 89.51 I 89.68 GB GB GB GB 90.18 \ 89.98 TBC " / \ , TBC \ 89.85 90.01 GB GB \\ v� SW GB GB 90.18 90.20 90.22 I 13 \� es 26 75 I GB GB GB GB GB N / � `a --SW ° a / / \ >`s / SW 89.15 "GI I 89.98 pI "pI / rn / ° $W 15" I 5"GI 5"GI 5"GI 5"GI 15' 12"GI-3 1FG 1 2 12"G o / \ TBC �89.33 89.14- �- 89.98 ° \ Ee O J/ SW 89.48-89.84 89.65-90.01 89.81:90.17 89.98; _ ° 0 /�' `� \ S SW TBC -89.50 89.31-89.68 90.33° 90.21 va 89.87 ° SW ° o `� TBC SW TBC - SWs -TBC - SW TBC TBC TBC SW TBC 4 SW TBC 1.9051/y TBC - -90.071 - G P a EP \ \ 12"SD CIS 3 �2"sow Z689 BRIM (E)= 2684.3 8,.w E N G I N E E R I N G W _ z Fo \ / RIM (W)= 26 9.3j' SSMH RIM: 2690. 5725 NORTH DISCOVERY WAY FA - E. HILL PARK ST. - - �Zg90 0 I-) Ems_ 7.7J� - I INV (N) ELEVV= 2l PHOINE(08)639-6939 m <v \Fo I ` \ �� / 269 v) _ kmengllp.com / s a"s INV S ` DESIGN BY: LK z rn � FA \ Fp �� \ 2 \\ \EP DRAWN BY: JO o I / FAQ -EP�EP- - ro_ 12"S 12" 12"SD gd CHECKED BY: LK V F DATE: 2/6/26 0 PROJECT:GRADING IMPROVEMENT PLAN - WEST SHEET NO. 25243 0 30 60 90 m C3. 1 Plan Scale: 1" = 30' N 2 - , a CIVIL ACRONYMS ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ASS\ONAL fNc� FOLLOWS: \CENSF 60 �,- - kW � e �� \\ a \ \ < < STA. - ROADWAY STATION FROM CENTERLINE cl- N �� \ `' \ �\ \ ° CL - ROADWAY CENTERLINE 860 ,Q DO w I o �1 \ \ \ J, 2/6/26 0 PC - POINT OF CURVATURE 1 �, PT - POINT OF TANGENCY Q s s" I \ �� \ °° ELE. - ELEVATION 9 qTF \OP ' - I o � ° \ L - STATION OFFSET LEFTcl- �y Of �lv r 1 TBC - TOPTION BACKFOFECURBHT /NC. KELIP - LIP OF GUTTER 8 w 8 vv' I a SW - SIDEWALK TOC - TOP OF CONCRETE 8 \ \ FG - FINISH GRADE ' L 76 3 \ \ \ a a TW - TOP OF WALL 9 oo ®� I \ \ \ d\� ' O - Vs s5C Ss�o i s 0 \ \ \ `�\\\ GRADING LEGEND I w �42.50 FINISHED GRADE ELEVATION Fal FINISHED GRADE SLOPE / I o� \ d I s S ��2626 --�- FINISHED GRADE CONTOUR 1 I IR A I \ \ \ \ \ I I I / \ d 1 so \ \ _ c0 1 I ,,, \ \ \ 2645� EXISTING GRADE CONTOUR ds d ° Q 0 \ 'o\�\ 0 12"s 12"sD � P s \ \ \ a GRADE BREAK LU Iwo 3 - - - - - - - - l w \ \N\ s l b s / a"s a° 60� 000 \ I w 3 s 1 \ \ \ \ \ SHEET NOTES S 8"S �_a„S _„SOry1 I \ U) a ' I N I \ \ I/ I s O \ ° A. SEE SHEET C1.1 FOR GRADING NOTES. - - - - a SEE SHEETS '� B. MPROVEMENTCPLANS2.1 1 FOR ROADWAY _93 MA c 96.4t I 12 w 12 w 12 w 96.8f J I I / \ \I 1 a C. SEE SHEET C2.1 1 FOR TYPICAL STREET SECTIONS. /� MA MA ✓ �� J I\ \ z ®4PI I I3 I \ O SSCO 93.70 J � .l � 97.1A \ I / \ \ .S V SW I .V L t l� L L L l .l ®v c, \ a s"w z = -\�2 - 98.77 \ ti� C 2695 �� -2fi 695� \ SW\ �2 a d ' ° (�\ 2698 96a 4 '\ \ �� -�- 98.71 ° ° d1 d° ° d d ao 2698" MA \ o I ® ® 269$ 2696 2697 w I ti \ Ia I w \ 69�\ I I loci 6g� \ G SW 44 G c G c G KALINGA LN. (PRIVATE) - \ \ 'L - - '1 _ co (� I 269g 269s 95.20 2-61 \ \/- - - - - - - -P- - -� - - p r a ' � I I 93.51 93.88 94.32 94.76 TBC \ 95.64 96.07 96.51 96.95 97.39 97.83 98.27 \� I, �P T �� Q w I I°' I I ' TBC TBC TBC TBC 95.39 TBC TBC TBC TBC TBC TBC TBC \ 1 \ 11 98.78 93.63 94.07 94.51 94.95 S f 95.83 96.27 96.71 97.15 97.59 98.02 98.50 T�\ 2699 L SW SW SW SW SW SW SW SW SW SW SW ^6p�'J a ° d d ° 99.10 Y I\ ° Sw w I{ I �� ' ° I_ °° z a II. 1 91.83 91.83 91.85 93.44 94.13 ,94.81 95.50 96.18� 96.88 I o'er) 96.88 96.88 F98.04 100.00 I I I I I / I\ I V) z III 1 I I GB GB GB GB GB / GB GB 0 GB GBH l NINI� GB GB GB SW I � °I I I . ° , cn Q Q �� \ I ro r15�° 98.04 I I / I co w )) Il (� I I 93.40SW SW 73 O �\ \/ \\�cV ca 10 04 I I I I I ° m W // O \ ( .� rn GB 99.83 N II I I �p cy^ �J \ \ 2698%N I FG I TBC Z I' d �, I I I I I I ICI a w c.� I 1 a N�����2j I I I 1 INI ° Q o o w I I 1 �-T\ o u, 1 1 I o I J _ - 557156 I55598 50 49 48 47 46 45 44 43 � I I I 1 I I Q 1 Z Q 1 1 \O O O O I w l = I o z w I I I Y I I I J Z w I0� 92.14 92.28 \ I Q 1 s Q � G O 99.33 I I 1 I I I I " INI = O Q -1 ��o SW � GB G6.83 \ TBC �, a I I I ' I I �I 1 ° vi Lu II I 92.02 I GB'83 91.83 93.44 94.13 94.81 95.50 96.18 96.88 96.88 96.88 98.04 99.75 99.45 ao z I I I ° O s, TBC 92.27 92.75 93.4GB 4 94 13 94 GB GB GB96.18 B GB GB GB GB GB I SW II s, I \ I 0 Lu I 95.50 96.88 97.56 98.25 98.95 98.04 2 I _ 5 W S � a N Q GB (,g a GB GB GB cg GB GB GB GB GB (,g Q v I " ` G 5 S3 91.83 92.06 - -92.75- �- - -94.13 - -81- -95.50 - -96.19 - -g 88 - -97.56- - -98.25 - -98.94 99.63 ® w I I I I I I I rr nn ad Y 1 99.32 1 ° Q V v FG FG FG FG FG SW FG FG FG FG FG FG FG °I c� Syy " i i , ° L.L z Z z 92.04;"W s" °8"w s"w 8"W d O �� d a"w s" s"w s s w dw a"1� a"w s w Q JSW --C] d ° s° M ° 4 ALLEY(PRIVATE) d °42 d d ° ° ° d ° d� s° vi vI d d d J d d d P $, ° sw 75$„S ° ��s $„ d����„S° �., ° �Io�a„S $„S °��0 8 S �000- $., 1111 d oo^ a, ° $ ��� a..a 8's ���J I I ° �7 m -7 - ' - I - - _ - -� INI 1 1 I I I I a ` �C 92.06 92.75- - -93.44- -94.13- - 94.81- - 95.50 - 96.19 - 96.88- - 97.57- -98.25- - 98.96- I I I z N I I �� ° GB 07 FG FG FG FG FG FG FG FG FG FG FG I II 1 I I I I I 1 W 91.07 91.07 92.32 92.32 93.58 93.58 94.66 94.66 96.00 95.94 97.25 I 91.83 \ III I II I oII ° ` U I 1 91.33 lI FG GB GB GB GB GB GB GB GB GB GB GB TBC I I I 99.63 99.SW I 99.00 I FG TBC c I I I \\\ SW45 BLOCK 1 `'�/ 99.61 -�-I l 1 I 0 GB d I I 11 1 = NX � o O O O O O O O O- O O O O I I � dll � I � I I a 27 it_ i 16� 1 I d 28 29 30 31 32 33 34 35 36 37 38 39 40 41 N I I I I I �1 90.56 1oo 1 1 I I I - 1 1 SW -2696 I I I I I I I r i-I 91.07 91.07 91.07 92.32 92.32 93.58 93.58 94.66 94.66 95.94 95.94- 99.22 GB GB FGB. GB GB GB GB GB GB GB GB �2697- GB 99.0292.94 93.57 94.11 97.25 TBC �o,3 91.07 91.66 9231 GB 99.11/94.65- 95.29 95.93 96.58 97.24 -� p GB GB GB GB GB GB GB GB GB G� GB GB `° _/ _ _ - - _ _ - - - _ - - 98.02 6" 1 6"P 6"PI 6"PI 6"PI ° N 2 G -90.42'„ 1� 2693 „GI 2694 12 12" 12"GI "G 1 "GI 12 GI 12"GI 12" 12 GB 12/�� cp�Gl E'�6 1 a 12"GI 12"GI 12"GI 12"GI h I ° a a TBC ° 0 - 90.61= 91.01 P _91.61 ° 92.01 92.61 93.3f 93.91 94.61 95.31 ° <3 �95.91 ° 96.61 ° 97.311 97.91 98.61 p °F ° ° � ° G- G- ( G G G- G G G G - G P op0 MA MA MA MA 2692- MA' MA MA MA MA MA MA MAC MA MA g8,g1 ° SW -�� a'W 8'W 8'W 9'W 8'W 8'W 8'W 9'W 8'W 8'W 8'W 8'W 8'W 8"W 8"W 8"W 8"W "W 12"W 12V 12"w 12"w 12"w 12"w 1 W 12V 12 V E. HILL PARK ST. co I E N G I N E E R I N G Z _ - _ - - - - - _ - 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 3 N PHONE(208)639 6939 ' S 8"S 8"S 8"s s"s s"S s"S 8"S 8"s s"s s s s"s 8"S 8"s 8"s s"s s"s 8"S 8"s 8"s S 8"s 8"S 8"s 8"S a"s 8"s "S a"s s" 8's NE(20 1p.com u m N N `" DESIGN BY: LK N z 12"s 12" 12"sD 3 DRAWN BY: JO ° z ` e ° ° ° ad °° ° . o ° s ° ° _ ° _ CHECKED BY: LK V ", F DATE: 2/6/26 0 PROJECT:GRADING IMPROVEMENT PLAN - EAST SHEET NO. 252n3 0 30 60 90 C . m a Plan Scale: 1" = 30' N 2 KEYNOTES ® SHEET NOTES O UTILITY MAIN MAIN CROSSING A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �FSS\OMENS fNc�'y MAINTAIN VERTICAL AND HORIZONTAL NOTES. \\� f POTABLE/NON-POTABLE MAIN LINE SEPARATION B. SEE SHEET C4.2 FOR STORM WATER DETAILS. PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 860 E NOTE 2 SHEET C1.1 FOR ADDITIONAL C. GROUNDWATER ELEVATIONS VARY ACROSS THE SITE AND 2/6/26 • ; a INFORMATION. ,- - - - - - - - - - - - - -„- - - DESIGN INFILTRATION RATE VARIES PER TEST- - - r - - - -T - - - � - - - - - - � - - - - - - - - 12'GI 12 I 12 GI 12 GI S GI 1 - - - - - - - -,r - - - ,r - �r - - - �r - - � • '� 1. /SECTION r- 2 C 12 cl 12 cl 12 cl - - 12 cl 12 cl 12"cl A-A ON SHEET C4 2 ( 03 L X 12 W X 4 1 GEOTECH CAE R EPORT TPER WSPECIFIC SEEPAGE E I BED G y�/ f ° SB #1 (PUBLIC), SEE SEEPAGE BED DETAIL 1 0 4�M �Y - 4�Y - - - �- - "1 =� - -4'�- 1 D . - - �" 1 I- Pr�� LOCATION. FOR ADDITIONAL INFORMATION REFER TO THE C K 2. SB #2 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION GEOTECHNICAL ENGINEERING REPORT "GEOTECHNICAL - - - - - - - - - - - - - - N B-B ON SHEET C4.2 (711 x 15'W x 9.1'D). INVESTIGATION, CENTURY FARMS TOWNHOMES - 3872 _ _ _ _ _ _ \ EAST HILL PARK STREET, MERIDIAN ID" PREPARED BY I 3. SB #3 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION ATLAS TECHNICAL CONSULTANTS DATED APRIL 4, 2025 - - - - - - - - - - - - - - - A-A ON SHEET I C4.2 (102'L x 12'W x 7.0'D). AND GROUNDWATER DATA FROM "GROUNDWATER MONITORING REPORT" DATED NOV 12, 2024 BY SYMAN 25.1' 12" ADS N-12 HP I �' I c) ■ - - - - - - � - - - - �- - - - - - - - - - - - 4. SB #4 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION LLC. 3 I I @ 0.37% I �- - / \ �� A-A ON SHEET C4.2 (103'L x 13'W x 6.0'D). D. PROVIDE WATER-TIGHT SEALS AT PIPING ao I I "W��8"W 8"W 9"w - - -g"v - -g - - -g,yam - - 1A� - 9"W- 13 I �I I ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, I 14 INLET #11 15 I I N L I - - - - - - - - - - - - - - I- I I d 5. SB #5 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION AND MANHOLES. Lu - - - - - - - - - - - - - �, I ACHD SD-601, TYPE I 3 - � I A-A ON SHEET C4.2 (37'L x 13'W x 4.7'D). Q RIM:2687.06 39.4' 12" ADS N-12 HP I °0 I so E. ALL STORM PIPE WITHIN ROW and COMMON LOT #77 M SUMP:2683.69 @ 0.41% I N � I I I � 6. SB #6 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN INV OUT:2684.69 12" (N) I I I I A-A ON SHEET C4.2 (64'L x 13'W x 6.8'D). 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER 15 INV OU 17 CFS INLET #10 I I a THAN 2 FEET THE STORM PIPE SHALL BE ADS N-12 HP - I Q100=0.23 CFS ACHD SD-601, TYPE I I I 7. SB #7 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BEUSED WHEN LESS THAN 5-FEET OF SEPARATION RIM:2690.11 I I I A-A ON SHEET C4.2 (251 x 9'W x 6.0'D). BETWEEN STRUCTURES. 10 SUMP:2686.73 s I N o _ INLET #9A _ _ _ _ _ _ _ _ _ _ _ _ INV OUT:2687.73 12" (N) I I I ' • I �S 8. SB #8 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC Q25=0.15 CFS -ACHD SD-601, TYPE I s ° °� � s I B-B ON SHEET C4.2 (34'L x 15'W x 6.0'D). STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. -- - -RIM:2687.07 - -___ ____ -- - - - Q100 0.21 CFS _ - 90 STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC s"w I 8"w SUMP:2684.07 r s L - I RATED LIDS UNLESS OTHERWISE SPECIFIED. cn a"w�R"U, o.�,., - Ia„w 8,. s"w s„w ., � 9. SB #9 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION Z s I a A-A ON SHEET C4.2 (23'L x 1O'W x 6.0'D). 0 ° INV OUT:2685A7 12" (S) E. WOODMURRA LN. (PRIVATE) - - - � C(� ., G. THE CONTRACTOR SHALL COMPLY WITH ALL THE - 8"s s"s Q25=0.25 CFS ° r Q100-0.35 CFS s s s"s- -�-s"s s S 2"W w _ _ - -� - - - - - w REQUIREMENTS FOR STORM WATER DISCHARGE N - - - - - - -- I \ r- I 10. INSTALL GROUND WATER OBSERVATION WELL PER ACHD ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES > w 13.9' 12" ADS N-12 HP o� - - - - 88 SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION Lu IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP p[ s 0.43% 9 BED 5' FROM THE END AND OUTSIDE OF BED A PLAN PREPARED FOR THIS SITE, REGULAR SITE $"W- $"w- - I MINIMUM OF 50' FROM THE PERIMETER OF THE BED. s INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE 10 I L - - SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN Co s - t,3.1' 32.0 18" ADS N-12 HP 4"PI 76 4"PI R �1 11. PROPOSED ACHD STORM DRAIN EASEMENT THE NPDES GENERAL PERMIT. © 0.00% (PERFORATED) �� R 4"PI84A"DI ° 00I29.0m 1018" ADS N-12 HP -, 85 ® 0.00% (PERFORATED) I a 12. PROPOSED PRIVATE STORM DRAIN EASEMENT H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 12 18" ADS N-12 HP O� 75 I I - I ENGINEER AND ACHD. Co? 0.00% i ,s I Q I 12.1' 18" ADS N-12 HP N d ° I 83 I I I 13. INSTALL 12'Lx12'Wx3'D TEMPORARY POND #1 PER I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM SGT #9 ° 3 10 I SGT #8 14, 14, 14, il 0.00% DETAIL, SHEET C4.2. a DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN RIM: 2687.90 (W) I 95.5' 18" ADS N-12 HP RIM: 2693.43 (S) �, o TOB ELEV.:2690.56 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER 3 I 19.6' 12" ADS N-12 HP RIM: 2687.95 (E) z I RIM: 2693.42 (N) N I `� TOE ELEV.:2687.56 00 �� 74 I @ 0.00% (PERFORATED) I m © 4.75% PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH s INV IN:2685.01 12" (N) O 11J I INV IN:2689.40 12" (W) 10 I DESIGN INFILTRATION RATE = 0.5 IN/HR SECTION 8018 OF THE ACHD DEVELOPMENT POLICY zo �M 15 INV OUT:2684.16 12" (E) 1� I I I 82 INV IN:2689.40 12" (E)' I INLET #8A I N VOLUME REQUIRED = 289 CF MANUAL AND ISPWC SD-623. 00 a INLET BAFFLE: 2683.91 a INV OUT:2688.55 18" (N) 8 I 87 ACHD SD-601, TYPE I I I ° VOLUME PROVIDED = 720 CF OUTLET BAFFLE: 2684.91 ° I Co I INLET BAFFLE: 2688.30, I RIM:2692.90 R J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, o Q25=0.25 CFS I N 73 BLOCK 1 OUTLET BAFFLE: 2689.30 I m SUMP:2689.33 ui I THE CONTRACTOR SHALL CONFORM TO THE STANDARDS Jr 11 O so a 14. INSTALL 12'Lx12'Wx3'D TEMPORARY POND #2 PER Q100=0.35 CFS O w I Q25=0.39 CFS ( INV OUT:2690.33 12' W s r SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF 13.5' 18" ADS N-12 HP z I ( ) f • DETAIL, SHEET C4.2. I Q100=0.54 CFS � � �� �' I Q25=0.16 CFS THE ACHD STORMWATER GUIDELINES. � Q 0.00% vi I I 12 81 T I I r� N TOB ELEV.:2687.60 3 I I �I II°� I Q100=0.23 CFS SGT #4 1 "sD 12" o TOE ELEV.:2684.60 K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 70.4' 12" ADS N-12 HP L r RIM: 2693.62 (W) INLET #3B ° ® 0.40% ° DESIGN INFILTRATION RATE = 0.5 IN/HR AND 8200 OF THE 2017 ACHD POLICY MANUAL. I T � I 72 ACHD SD-601, TYPE I I w I J » L - - - - - -INV 2693.69 (E) I VOLUME REQUIRED = 289 CF RIM:2690.41 I I ° INV IN:2690.89 12" (S) - -I I VOLUME PROVIDED = 720 CF L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE m o SUMP:2687.29 3 80 s °� 3 a"s a"s "s INV OUT:2690.05 18" (E) LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE - 3 INV IN:2688.29 12" (W) �9 ° I INLET BAFFLE: 2689.79 I I ^ ELEVATION PER THE INTERNATIONAL BUILDING CODE, 15. INSTALL 12" METAL END SECTION AND TRASH RACK. BLOCK 1 00 INV OUT:2688.29 12" (E) I j I INLET #86 I 86 ° - - - - - - -OUTLET BAFFLE: 2690.79 I - INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN z O6 Vic, 71 Q25=0.66 CFS I I ACHD SD-603, TYPE III - - W W W Q25=0.87 CFS » REQUIREMENTS. 0 I O Q 100=0.92 CFS I e a0 I Q 100=1.21 CFS RIM:2693.18 -� W W W W W \ 12"W - 3 I 79 SUMP:2689.68 � 11.8' 18" ADS N-12 HP ° INV OUT:2689.68 12" (E)s s"sue 00 �12 @ 0.00% \ INLET #3A I Q25=0.27 CFS ssco I I ® ° O® ACHD SD-601, TYPE I Q100=0.38 CFS- il- ± I - W - � � � 98.2' 18" ADS N-12 HP O 00 I 70 PF RIM:2690.41 78 �� ° v v 10 I r -� -® 0.00% (PERFORATED) \� �� � C/) SUMP:2687.41 ° 00 s I s INV OUT:2688.41 12" (E) ° ° ° ° ° ° \ I I z C _ �° Q25=0.68 CFS ° ° ° INLET 46 18"SD J z s i I 8 - 69Q100=0.95 CFS SGT #3 ACHD SD-601, TYPE I \ O RIM: 2690.97 (S) RIM:2693.05 32.0' 12" C900 6.1' 12" ADS N-12 HP 4 N Q 0.50% \ W I ° ° RIM: 2691.00 N SUMP:2689.92 I 10 s, 0.38% 77 E. KALINGA LN. (PRIVATE) \ INV IN:2688.26 12" (W) INV IN:2690.92 12" (S) I3 S 3 6.0' 12" ADS N-12 HP INV OUT:2687.41 18" (N) INV OUT:2690.92 12" (N) 32.0' 12" C900 \ I <� G W Z � I @ 0.50% INLET BAFFLE: 2687.16 Q25=0.34 CFS I I I \SA C I I �' I ° W OUTLET BAFFLE: 2688.16 0.41% O Q I I O9 I SGT #2 68 Q 100=0.48 CFS I I I �I W RIM: 2689.67 (W) 65 Q25=1.15 CFS I Q100=1.59 CFS RIM: 2689.70 (E) 10 I3 INLET #4A ° + I° z z W Lu INV IN:2685.69 12" (S) I 00 ACHD SD-601, TYPE I Q 1 66.0' 18" ADS N-12 HP 10 I N > O INV IN:2685.69 12" (W) 73.0' 18" ADS N-12 HP j� I RIM:2693.05 ° Co or_I Q 0 s. I I 10 ®OINV OUT:2684.84 18" (E) 67 Co? 0.00% (PERFORATED) ® 0.00% (PERFORATED) a it j I I SUMP:2690.05 p[ O INLET BAFFLE: 2684.59 ° U 6 INV OUT:2691.05 12" (N) � z I O c OUTLET BAFFLE: 2685.59 V Q25=0.53 CFS c ° I Q25=1.39 CFS I I I Q I Q100=0.74 CFS I I2 N I I Lu C Q100=1.93 CFS 12 NUv�j I ? I a II= I G_ W 64 63 62 61 60 59 58 157i i I 56 55 54 53 52 51 50 49 48 47 46 45 44 43 I IY II W Q • I- I ��� I O O O � ®118.0' 12" ADS N-12 HP jj I Z I INLET #6A I ® 0.40% I II I I °° - I `° `� 2 I I� - -w ACHD SD-603, TYPE III I I I Q ( INLET #2A ° �2; BLOCK 1 12.0' 18" ADS N-12 HP I II I RIM:2691.42 BLOCK 1 10 I °I� N I I Q ACHD SD-603, TYPE III ° 2 \ ® 0.00% ! I N I NI z 0 I RIM:2688.16 14 ° ,� � 12"S - - O I SUMP:2687.92 z s SUMP:2685.16 ° s �` �� 12.3' 18" ADS N-12 HP I I I Co INV OUT:2688.92 12" (W) s _ 12 INV OUT:2686.16 12" E �� ° ,� ° 8rw \�� @ 0.00% �® T d vi Q25=0.73 CFS 6.0' 12" ADS N-12 HP I Q s s"s���° - - - - I - Q 100=1.05 CFS - - - - - - - - - � @ 0.40% °� I ( )_' ��n.,._ °s - � - - r - SGT #6' ° -� � T "T -r - INLET #76 Q25=0.94 CFS 4 3 ° 25.1' 12' ADS N-12 HP ° ° ° RIM: 2692.16 (S) I„ I I I SGT #7 ° I° ACHD SD-601, TYPE I z Q Q100=1.31 CFS s ° � ° _ ® 5.06% ° a s"w w ° "w "w ° 0'w " �"w a" s"w ° s" s"w s3 s"w a"w a"w s"w „ RIM:2698.35 W Fs RIM: 2692.23 (N) I ° s ° ° RIM: 2699.20 (N)- �, "s s ° ° s ° ° ° INV IN:2688.62 12" (E)i ° ° °° a ° s° s ° 4 °� ° 42 ° 4 °s ° ° RIM: 2699.15 (S) ° SUMP:2695.25 a» a"s INV OUT:2687.77 18" N) I s `73.3' 12" C900 a»s @"s �" ° INV IN:2696.25 12" (E) N IRRJ ��a� ° ( ° ° ° ° s" �" �" a INV IN:2696.23 12" E I s"PI s"PI s_PI INLET BAFFLE: 2687.52,"PI _ _ ° INV OUT:2695.38 18" (S) INV OUT:2696.25 12" (W) s - - - - - - 10 @ 0.41% 6" I 6" I- - 6'PI- 6 PI- 6'PI- - "PI- - "PI "PI ( )"PI J r ° ° I ACHD SD-603, TYPE III OUTLET BAFFLE: 2688.52 27 13 °1, ATA I - - - - - INLET BAFFLE: 2695.03 - Q25=0.16 CFS J RIM:2689.46 Q25=0.73 CFS OUTLET BAFFLE: .30 C 3 Q100=0.22 CFS _ � a I� SUMP:2685.96 Q100=1.05 CFS I II I I I 5 I RIM: 2690.10 (S) Q25=0.30 CFS INV OUT:2686.96 12" (N) 44.0' 18" ADS N-12 HP I II II I Q100=0.42 CFS \a yy re r crO� Iw Q25=0.45 CFS Iw I RIM: 2690.19 (N) I II © 0.00% (PERFORATED) III I I I I INV IN:2687.33 12" (E) 12.0' 18'I' ADS N-12 HP 12 a \ 0100=0.62 CFS I Itoi INV OUT:2686.48 18" N rr� \ sa, s 15 O 17 19 I U I I I INLET BAFFLE: 2686.23 18 O 20 21 22 23 24 25 26 I I I i OUTLET BAFFLE: 2687.23 30 31 32 33 34 35 36 37 41 8 Q25=0.43 CFS 38 I a INLET #16 12.0' 18" ADS N-12 HP I I I Q100=0.60 CFS 39 4o es w ACHD SD-601, TYPE I 13.3' 18" ADS N-12 HPCO z \ \ RIM:2688.48_ 93.5' 12" C900 ® 0.00% ® 0.00% rI Co 7 a 8"s 9 SUMP:2685.48 _ _ @ 0.40% 11 101.0' 18" ADS N-12 HP (12 I I II 28 29 20.2' 18" ADS N-12 HP I �N © 0.00% (PERFORATED) `--' INV OUT:2686.48 12" (S) I o I I ® 0.00% (PERFORATED) Q25=0.45 CFS 15"c1 - _ - - - - -- - -_ - -- - -: - _ 1.0 12 ADS N-12 HP -�a 1 I -- - --- --- --- --- ---- -- - --4�::-712"Gl 10 Q100=0.62 CFS s'ci lC� 0.36% 6"P 5 I 12'GI GI GI 2'GI 12'GI 12'GI 12'GI 12'GI 1 GI 12"GI 12"GI 12"GI 12" I I I 12"GI- a �, s 17.4' 12" C900 s s f•. 26.0' 12" C900 N IFA EP Fo 17.6' ®2 C900 12"SD 0.34%0.34% 18„ INLET #56 ! .f 0.38%/ s s a INLET #5A m \ 0.34% ACHD SD-601, TYPE I INLET #7A 0 10 ACHD SD-601, TYPE I w a"w a"w a"w a"w a"w s"w a"w s"w , 12"w i �� SDMH #1 SGT #1 1 RIM:2689.47 RIM:2689.47 ACHD SD-601, TYPE I INLET #1A 48"� SDMH FLAT TOP RIM: 2689.54 (W) SUMP:2686.37 SUMP:2686.47 E. HILL PARK ST. RIM:2698.35 3 W• 0 A\F� ACHD SD-601, TYPE RIM: 2689.57 E INV IN:2687.37 12" E SUMP:2695.35 INV OUT:2687.47 12" (w) E N G I N E E R I N G o a RIM:2688.86 ( ) s's s's a's s's s"s s"s s"s a s s"s s"s INV OUT:2696.35 12" (W) a"s s"s F o F, RIM:2688.48� SUMP:2684.42 INV IN:2686.05 12" (W) INV OUT:2687.37 12" (W) Q25=0.21 CFS " 5725 NORTH DISCOVERY WAY a SUMP:2685.48 INV OUT:2685.20 12" E Q25=0.21 CFS Q100=0.30 CFS 3 Q25=0.15 CFS a INV IN:2686.42 12" (S) ( ) BOISE,IDAHO 83713 INV OUT:2686.48 12' (N INLET BAFFLE: 2684.95 Q100= 0.30 CFS Q100=0.20 CFS o ( )-Ep�Ep_INV IN:2686.42 12" (N) 39 2R PHONE(208)6396939 m Q25=0.33 CFS INV OUT:2686.42 12" (E)_ OUTLET BAFFLE: 2685.95=EP EP EP s 26.0' 12" C900• ® g p, Q100=0.46 CFS�Ep� Ep Q25=0.68 CFS c © 0 38% j . kmen II com N 36"GI 36"GI 36"GI 36"GI 36"GI 36"GI EP�3frFE-�"GI- 36"GI Q100=0.95 CFS 36"GI "'>�R �R� -°- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- z I , , _.� �- i i•- DESIGN BY: LK z a DRAWN BY: JO z g CHECKED BY: LK u V DATE: 2/6/26 DRAINAGE IMPROVEMENT PLAN o PROJECT: 25-243 SHEET NO. 0 40 80 120 Plan Scale: 1" =40' C4. 1 N N 2 S�pNAL fN LEGEND G� \rrENSF (D WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER � 'L T 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE T CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 860 t 2 OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - - T TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- I 216126 0 ` = = CONDUCTOR COPPER EIE NOLOR SHALL BE THREE GREEN WITH IMFTER COILS C3035, SDR3 WELLS BACKILED IN A PT REQUIRE6"PIESHALL BEPRFORATD PVC, ASTM OF P� v I=III=III=11 0 ,`.Q O j_I I I II_III II III-II III-II II I I�III-I I I�I 3 _ • o� • �. E P • � O$ PIPE. E. DRILLED RILLED WELLS MAY USE 4" PIPE t --7 P PI--- NONWOVEN y /N C�EFFRF0D OPENINGS AND BOTTOM, FABRIC OVER CHIP /DRAIN ROCK A ---------------- _-- ---------------- A POLYPROPYLENE FIBER REINFORCEMENT AT 1/ L / I oQ oQ AP Q 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 I I 3 NOTES: 2 I 5 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR I ~_ N.T.S. 2. THIS STORMD D AAGE IILN IS FORCILITIES WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - -- - - - - - - - 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 Lu o w s t N.T.S. o :2 F o Q 111=III=III-III=III=1 - - - - - �� I-I T-I T I-III-III 3 I -I -I I-I F o -III-III-III=I I I-III-III-III-I m -II 18I-1 11=1 11=1 I-ITA��� _ -III-III-III-I I 11-III=III=1"- I_I, Illli II 5 IIIIII III; X a ill 3 a TOE ELEVATION APPROXIMATE 100-YEAR WATER w SURFACE ELEVATION. 2689.56 U) OUTLET � m 2687.56 Li s SECTION CONCRETE COLLAR "' BAFFLE WALL TOP OF BANK 6" FREEBOARD MIN. cn cr FLOV FLO ELEVATION 2690.56 2 0, Z � N.T.S. ELEV B t� ELEV A O a a ELEV D \/\ \ Lu \/\/ � w w INLET BAFFLE WALL a \\ /\X////\3 WIDTH PER PLAN / /��x X/ ~ ELEV C 20"' STD \///\//\\//\\// \\//\\ \ \ \/\/\ \/ \/\\ SECTION A-A SEASONAL HIGH GROUNDWATER ° N.T.S. ELEVATION 2676.1 t NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY 3.0' MIN. LEGEND: BASIN BOTTOM AND SIDE SLOPES zo t MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION 2 LOCATION AND FL MIN. TOPSOIL OR AMENDED NATIVE ELEV. PER DESIGN PLANS (TYPICAL) SHALL BE CONSTRUCTED WITH V E s H 1-FT USE GRADE RINGS (TYPICAL) N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER MATERIAL WITH TURF OR NATIVE GRASS PER ACHD REQUIREMENTS 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS O EL. A > EL. B BY 0.10' MIN NOTES: EL. D < EL. B BY 0.10' MIN 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION. 8 WATERTIGHT SEAL 2. TEMPORARY IRRIGATION SHALL BE PROVIDED FOR ESTABLISHMENT OF THE VEGETATION. s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX TEMPORARY POND 1 DETAIL 2017 ACHD REVISION 2017 ACHD REVISION SCALE: NTS IDAHO STANDARDS PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLICWORKS GROUNDWATER STANDARD DRAWING ACHD STORMWATER DESIGN SAND AND GREASE TRAP STANDARD DRAWING Z FOR 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 \ NO TREES ARE ALLOWED WITHIN APPROXIMATE 100-YEAR WATER 0 (/) 10' OF THE OUTSIDE PERIMETER SURFACE ELEVATION: 2686.60 m Z OF THE SEEPAGE BED ��A,B NO TREES ARE ALLOWED WITHIN TOP OF BANK 6" FREEBOARD MIN. Q ELEV. - "A" MIN. i% 10' OF THE OUTSIDE PERIMETER ELEVATION 2687.60 J (MIN.) 2.0' �j OF THE SEEPAGE BED SAND AND GREASE TRAPV/� /V/V�V�V����'��/�'��/�'��'�� ELEV. - "A" MIN. jr/Ar/Ar/��j�j�r/�A/rj/jrj/jr� (MIN.) / / / W w w w ����� ���v������������������ ��� �������� , s ; ����;�, , v,VA VA VA VAS r r 5 r r 6 ii r ri�i ri�i ELEV. - 'B' ��i�i�i�i�i %� i�i�i��%i�,� / / / 3 / / / / Z \/\/\ 3 1 1 \ \\\ \ w ELEV. - »B» \\�\r \ \�\ \ \r\�\�\ WIDTH PER PLAN uj SD- -SDI - =w� „ „ 3 3 w- ELEV. - C ELEV. - „C„ \/\/ / \ \ \ \ \ \ /\\ /\\/\\/\\\\\ 5 18 1 �7 "0 PERFORATED o w TOE ELEVATION ' / /\/\/\/\/\/\/\/\ \/ /\/\/\/� _ Q 5LFOF 18"0 ADS N-12HIP z ww 5 5 ww 2684.60 // // // // // // // // // // // // / // // //` 1 uw ADS N-12 HP SOLID WALL PIPE g J \\\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\` Z z Lu 5 5 Q m Q m /\/\/\/\/\/\/\/\/\/\ \ \/ SEASONAL HIGH GROUNDWATER / / / / / / / / / / / / /._ _ _ _ _ _ TRANSITION 5' IN BED NON-PERFORATED ��A,B cn =w =w ELEVATION 2676.1t - \\�'�\\\ \ \ \�'�\\\�\ \� \\�' �j Q O w TO PERFORATED PIPE LENGTH VARIES, SEE TABLE THIS SHEET w w w w PLAN VIEW o`� o`� \/\/\/\/\/\/\/\/\ \/\ r,/ ~ DC z_ 2 2 3.0' MIN. BASIN BOTTOM AND SIDE SLOPES ELEV. - "D" LELEV. - "D» SHALL BE CONSTRUCTED WITH 4" Lu 2i Q MIN. TOPSOIL OR AMENDED NATIVE - z 1Q z 1Q MATERIAL WITH TURF OR NATIVE Lu 0 1" GRASS PER ACHD REQUIREMENTS WIDTH VARIES, SEE WIDTH VARIES, SEE L.L SAND AND GREASE TRAP PER MAX. TABLE THIS SHEET MAX. HSGW TABLE THIS SHEET Q = ACHD REQUIREMENTS. REFER TO OR ROCCKK OR ROCK ELEVATION ELEVATION NOTES: _ ACHD DETAIL BMP 01. FINISH GROUND ADDITIONAL INFORMATION PER PLAN. WATERTIGHT CONNECTION N-1 PERFORATED ADS 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED -12 HP 18" ADS CAP 4 4 WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION. Q --- 1KEY. IS�PWC 801 OR ASTM C33 FILTER SAND. 2. TEMPORARY IRRIGATION SHALL BE PROVIDED FOR ESTABLISHMENT OF THE VEGETATION. z Q 0% SLOPE 2. 3/4" - 2" ANGULAR ROCK. TEMPORARY POND 2 DETAIL w 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN KEY -- GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 1. ISPWC 801 OR ASTM C33 FILTER SAND. SCALE: NTS U 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 2. 2" WASHED DRAIN ROCK OR 3/4" - 2" ANGULAR ROCK. (n MINIMUM OF 20"-j 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER J BAFFLE SPACING MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. J MINIMUM OF 1-FT TOP AND SIDES ONLY. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 4" OF CHIPS PIPE BEDDING 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED lt5 4S° COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL WOVEN GEOTEXTILE (EXTEND SOLID WALL ADS N-12 HP FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 F OR EQUAL MEETING ACHD 1-FF TOP A DESIGN GUIDELINES SECTION 8202.23. ° (EXTEND 5' INTO SEEPAGE BED) APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. a 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM OF X GROUND WATER OBSERVATION WELL PER 8202.23• 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN LANDSCAPE h Q m a DETAIL. EXTEND MINIMUM OF 1' BELOW AREAS. PROFILE u THE BOTTOM SAND LAYER SECTION VIEW A-A: SEEPAGE BEDS WITHIN J_ SECTION VIEW B-B: SEEPAGE BEDS OUTSIDE PUBLIC ROW OR COMMON LOT77 OF PUBLIC ROW OR COMMON LOT77 Z 0 Z V SEEPAGE BED TABLE GENERAL NOTES N BED WIDTH DESIGN INFILTRATION A. GROUNDWATER ELEVATIONS VARY ACROSS THE SITE AND ARE BASED ON MONITORING RESULTS FROM 2024 18" PERF PIPE a SEEPAGE BED SECTION BED LENGTH (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D' GROUND WATER EL. DESIGN VOLUME (CF) GROUNDWATER MONITORING REPORT BY SYMAN EROSION CONTROL. THE DESIGN INFILTRATION RATE VARIES PER (FT)) RATE (INHR) WQ TEST PIT LOG, AND RECOMMENDED RATES WERE TAKEN FROM THE GEOTECHNICAL REPORT. FOR ADDITIONAL INFORMATION REFER TO THE GEOTECHNICAL ENGINEERING REPORT "GEOTECHNICAL INVESTIGATION, CENTURY o SB #1 (PUBLIC) A-A 103 12 4.1 2689.57 2688.07 2685.20 2683.97 2680.9t 2,266 2.0 FARMS TOWNHOMES - 3872 EAST HILL PARK STREET, MERIDIAN ID" PREPARED BY ATLAS TECHNICAL SB #2 (PRIVATE) B-B 71 15 9.1 2589.70 2688.20 2684.84 2679.10 2676.1f 4,596 g 0 CONSULTANTS DATED APRIL 4, 2025 AND GROUNDWATER DATA FROM "GROUNDWATER MONITORING REPORT" g DATED NOV 12, 2024 BY SYMAN LLC. a SB #3 (PRIVATE) A-A 102 12 7 2690.96 2689.46 2687.41 2682.46 2676.1f 3,810 3.5 B. ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. o D. BED WIDTH SHALL REMAIN CONSTANT. E N G I N E E R I N G SB #4 (PRIVATE) A-A 112 12 6 2693.72 2692.22 2690.05 2686.22 2676.1f 2,922 0. E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER c� 5 5725 NORTH DISCOVERY WAY Z AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF BOISE,IDAHO 83713 SB #5 (PRIVATE) A-A 49 10 4.7 2690.10 2688.60 2686.48 2683.90 2680.9t 991 1.7 THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO PHONE(208)639 6939 o BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE m SB #6 (PRIVATE) A-A 78 10.8 6.8 2692.23 2690.73 2687.77 2683.90 2680.9t 2,384 1.7 REQUIRED INFILTRATION. kmengllp.com F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. SB #7 (PRIVATE) A-A 25 9 6 2698.94 2697.44 2695.38 2691.44 2680.9t 689 8.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE DESIGN BY: LK a INSTALLED PER ACHD REQUIREMENTS. SB #8 (PRIVATE) B-B 34 15 6 2693.41 2691.91 2688.55 2685.91 2676.1f 1,283 1.0 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. DRAWN BY: JO o THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE CHECKED BY: LK SB #9 (PRIVATE) A-A 23 10 6 2687.88 2686.38 2684.16 2680.38 2676.1f 580 0.4 MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD DATE: 2/6/26 G INSPECTOR PRESENT. o J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF PROJECT: 25-243 o THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. SHEET NO. SEEPAGE BED DETAIL #1 '- NTS V m V N N 2 SHEET NOTES s I I I I I I III I A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER SS�ONAL fNc� 00 NOTES. ��CENSF ti — J - - - \ ° I 9 Id„9 — 9 Id„9 W \ Za B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. I \ — I O —11 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 EX. SSMH #1 (60—INCH) s — — — — —< ° w w=ld_b— _ — �; v' 2/6/26 p n OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE X STA: 1+00.00 OFFSET: 0.00' a, w ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9 qTF \OQ� Iv N: 690489.79, E: 2466392.44 4 0 1 � Of o �12"sp 12"sp 12"sp SD-507. \Nc�F. �'I I�, + I IdiI Idi 8'w a��12 sp —off"av ' s" a"W s"w D. INSTALL STANDARD SERVICE MARKERS PER CITY OF N C. K p EP —10 9E p� ^ S.TAVISTOCK AVE. 0 o g„W s W �i MERIDIAN STANDARD DRAWING SW3. „9 IJ.,9£ y O w I�„9� a' M„8 M„8 M„8�—w >-8 w 8 W E�Ep —EP EP �� _ � — — - — — E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER Q O 36"GI 36"GI \ 0 = z — — — — — — — — — — _ SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY Ee \ Fa E E — '_ •. '1 •' '. N Q — 3s"c1_ 3 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 610I —N 36" 1 _ — .-. I o sp TO INSTALLATION. SERVICE LENGTH AND INVERT ARE a — — — — — — — — — — — — — — — — to 3—— —— E I BASED ON STUB LOCATION. STATIONING TAKEN FROM E/ E BLOCK 1 vwi I Q v, CENTERLINE OF SEWER ALIGNMENT. > y WC SSMH #3 (60—INCH) • 'b `r /E 13 12 E 11 10 O O O7 O O O4 O O I Po I as F. SDT511 (TYPEALL 4" MATF) WITHER EMINIMUMCSLOPE OFES PER P2%% FROM STA: 2+35.99 OFFSET: 0.00' c E/ E o0 E 00't °° 00 00 ao 0 00 N °0't °�co 00 00 00 0 'o N I I _j 00 I I THE PROPERTY LINE TO SANITARY SEWER MAIN. a N: 690430.1 1, E: 2466514.64 0 00 00 rn i N 6 M ,n r �00 N 1 't LO �_ r�i �j o 00 co I I Q I I r 00 00 +00 r'� o r� 00 r u C ° G. NO PERMANENT STRUCTURES INCLUDING BUILDINGS, °E �� E E +0 +� E +� +� +00 00_ 00_ 00_ 00_ 00_ 00_ 00_ cc 0 0 ,o o coo 't 0 0 coo +co 0 +coo +0 0 +co 0 +c0 0 +co 0 +0 to I I I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 0> 0o E N of N 6' N of N of N N ai N 6 `n N of N 6 O N ai CON ( 0 N � E ° I I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND o, E E a Q E a a Q a a a ' a a a a I p SEWER, OR RECYCYLED WATER MAIN EASEMENT. / V)Z ~Z �Z ~z �Z �z Uz U) �> �> �z �z E I kj I I• � � E E E (n— J N— J (n— J (n— J (n— J (n_ J (n_ J cn— J (n Z J (n Z J (n_ J N_ J F g / E E �pd E I I I S4< T41 80- -j KEYNOTES SSMH #4 (48—INCH) w 14 °a" ° 'w s' '° 'w s" ° � "w -°° I I STA: 2+97.69 OFFSET: 0.00' 15 96''I e Ln SSMH #6 (48—INCH) O UTILITY MAIN/MAIN CROSSING Z N: 690485.64, E: 2466541.51 — " — ° — — — — — — — — — — — `� STA: 6+74.68 OFFSET: 0.00' MAINTAIN VERTICAL AND HORIZONTAL O N: 690862.64, E: 2466543.29 POTABLE/NON—POTABLE MAIN LINE SEPARATION Ln 0N0 _ ao 0 _ ao ao ao , I I I I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER SSMH #5 (48—IN L\ r r 0 N N 2 0' 6 00 N LuSTA: 3+68.78 OFFSET: 0 � 4 4co .0 `� 0�N: 690556.73, E: 2466541.85 o r6 'ct00 N40 ao Oo ao 0 + 00oo , INFORMATION. U) LO i ° N � (D 00 °°SSMH #7 (48—INCH) N N LN ' Cq o N O O o N�z �Z � �z � N Z � N z J cn z ? O z z I o sp 4 UTILITY MAIN/SERVICE CROSSING �N v�_ cn_ I MAINTAIN VERTICAL AND HORIZONTAL 0, /y I I I �, POTABLE/NON—POTABLE MAIN/SERVICE OR v~i 0 I / E E 66 67 68 69 70 71 72 73 74 75 E I L—o SERVICE/SERVICE LINE SEPARATION PER CITY OF � 18 / E/ E E CD , I o MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 a 11 O E BLOCK 1 °/ as SHEET C1.1 FOR ADDITIONAL INFORMATION. J SSMH #8 (48—INCH) 4I I/ 1. REMOVE CLEANOUT AND CONNECT TO EXISTING 8" SEWER 65 E N MAIN PER CITY OF MERIDIAN REQUIREMENTS. W II E : 6"W i'W I z0 N S. NEWBRIDGE LN. (PRIVATE) I sl—� I � II 20 64 I SEWER ALIGNMENT "B", SEE SHEET C5.2 SEWER A PLAN AND PROFILE 0 50 100 150 0 5 10 15 z Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O V) 2710 2710 > 0 Im Z) z Ln Q 2705 2705 N J Lu c — .. 0 0 ui 0o z 0 ^ cn z O z0 3o - Co 0 o z w" _ Lu _ _ of a0 00 Z 00 0 v 00 0 o °° 2700 u 10 0 7 z w 00 Z Li 0o 00 r. 2700 z Z Z O Lo � O N I O oo N I O ^.. rno Q ; Q 0N0 r 00)or 0 wLr) r �� 0000 r VO �vo0 _ 0`nrN ML0OCO N �� r N r�nrr 0 �O� NH +(ooz*lz V)00N 4k0)O�pN H �OOOptoco N Z� � � O O �_ O Q �n +coZ 2NNZ 0 +coZ D 000NN I O NN N NON — O (nH� > > CNN — O 2r�NZZ 0 �� cDcO X H� Z Z (n(n 0' Z Z V) Z (/7 H� >> > 0� 00 00 0 2695 in _ _ cncno NN� zz z 0�a; 00 2695 r00NN ? �/ Lu Q �1 O N Z Z O CIE— N�:� » > — Lu EXISTING GROUND N N 0- Z Z Z < LL/ LU w 2690 — — \ �� /� \ ✓// �� 2690 LLI N O FINISHED GROUND Lu U 2685 I ' 2685 N " 2 0 2680 301.92' of 8" PVC @ 1.08% 2680 X N M d I 3 m a 2675 2675 z a V 1 67.13' of 8" PVC @ 5.29% N Z Q 2670 2670 0 57.73' of 8" PVC ® 5.34% V a 35.89' of 8" PVC @ 0.45% E N G I N E E R I N G o 5725 NORTH DISCOVERY WAY 93.81' of 8" PVC @ 0.41% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 2665 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2665 PHONE(208)639-6939 m kmengllp.com N N az O NO M _ N O �0 DESIGN BY: LK 0 L 0 O? LO N z 0i o �j 6 i i a 06 0 o ai 00 o DRAWN BY: JO 00 0000 0) (.0 a000 00 (o 00 Co 000 to 00 00 0 to toc0 0 O C14 NO N N N N N N CHECKED BY: LK N N N N N N N N N V F DATE: 2/6/26 o PROJECT: 25-243 s 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 SHEET NO. V V m 5. 1 N N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. \CENSF 'y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE J'> 2/6/26 o Q SEWER ALIGNMENT "A", SD-507. � C F Of \� � ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC C 9T Q v SEE SHEET C5.1 //� C K\\J D. INSTALL STANDARD SERVICE MARKERS PER CITY OF _j a i I I �I MERIDIAN STANDARD DRAWING SW3. E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SSMH #7 �(48-INCH) SSMH #9 (48-INCH) r, I I 1 N w BLOCK 1 IN I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY I I STA: 1+39.12 OFFSET: 0.00' STA: 4+34.22 OFFSET: 0.00' 1 I I I Q l W °I I TOAINSTACT OLLAT ON.CATION OSERVICERLENGTH AND SERVICES INVERTH T/ ARE NER PRIOR N: 690556.55, E: 2466580.96 N: 690534.92, E: 2466873.60 I loi a > R 55 54 53 52 51 50 49 48 47 46 45 44 10 C7 pv'I I CO 13 I a 1 I I I I BASED ON STUB LOCATION. STATIONING TAKEN FROM 1 I I I �I I I z O LO N M00 O i 3 I CENTERLINE OF SEWER ALIGNMENT. Co r r r� r r r r r r ,� Y I` 64 63 62 61 60 59 58 I ° ILn W N r ,� r I ( 157 � y �'� +0000. rn o6 �°' r°' O O V w 0)N `�'�i �M r 43 I I= I I F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC cn NO �N �r7 �L �O co �� d ro J I +00_ +OO �_ +00 +0_ 0)_ O>_ O)_ O_ NO_ 0)_ ��_ c4 11 66 a� O I I o o + O cD o cD O +co O +cD O +c O + O +coo +coo +� I I� I I SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM 1u O O BLOCK 1 O r7 ND I I —w I �N �N NN . NN ' NN MN r7N . r�N MN • I � ° ,� �n� rn� N� cn� � �� 57 I a N � N � �N � SSMH #13 (48-INCH) THE PROPERTY LINE TO SANITARY SEWER MAIN. Q 00 00 00 00 00 a0 00 I m W r7 Q .. M M M M r7 `) SSMH #5 (48-INCH) +�o +coo +coo +coo +�o +(0o +co iv �I I I I Q> �> Q " Q> Q> a> Q> Q> Q> Q> ' Q> "' Q " ``� STA: 4+70.65 OFFSET: 0.00' NN NN r7nJ MN �N �N _' _ I 00 N ~Z NZ J �> HZ �Z �Z �Z �Z �Z �Z �Z �> STA: 1+00.00 OFFSET: 0.00' N r�l I I I N_ N z _j cn_ cn_ cn- _j N_ cn_ cn_ cn_ cn- _j u)z _j G. NO PERMANENT STRUCTURES INCLUDING BUILDINGS, a I� O N: 690533.23, E: 2467289.90 N: 6905156.73, E: 2466541.85 Z M Z M Z M ~Z M ~Z M Z I I co W - - - - - - 'F4W "� 1 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 12"s cn_ N- N- cn_ - cn_ cn_ ui - - _ _ _ ® ,�, ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 14 �� y W I 9� I Q I SEWER, OR RECYCYLED WATER MAIN EASEMENT. SEWER ALIGNMENT "C>, ID° w w ° e <$ a s a s SEE THIS SHEET a 2+ 0, a a 3+0 ° 42 s as ° +0 s° �� BLOCK 10�167•— s' $, „w ° �6$" I I° °8.. $g. s $„ $ a <$.. $4. I I a I ° +00 +00 °� Fz2i - �l - s�1 °i s" I P 13 a $.. s $.. �.. a I 1 �o — — — — �' T770'1 — °I I z I i KEYNOTES O <4 / \ _ _ _ _ R R P N �, I „ I �0 6" d w I I I I I ° r7 O 0 L0 ° I I Q I I I uri �� uri - �� �M 00N o?,n ,n • rn co ro o r� o ao = O UTILITY MAIN/MAIN CROSSING Z cn �° 1 w I Q. I I I cri r�i cv 0 of 00 r co cri r r r '� I I I I I I W U 00 r o N � 00�i M r�i o, I _ z MAINTAIN VERTICAL AND HORIZONTAL O \ ao r cn N� �� �r �00 �o �� � > �, ao_ Co_ 00_ 00_ 00_ rn. rn_ rn_ rn_ rn_ rn_ + w +Co r +00 °' o r N r o r o p I I I 1 +coo ±coo +cD o +cO o +coo +coo +coo +C° O + O + o + o cO N W I �c I POTABLE/NON-POTABLE MAIN LINE SEPARATION v� -4 I �N cD O o00 �prn emu) 0)6 oo r� c�� 0�p r I I• I _ °° �N �`' c�l�" `�'�`' c�lN "'N ' 'N "'N "'N �N �N c1l o C� N w w w w N + 0000 � r O r v I O) O) O� O� O� O� O) O� O� O� 0; r7 �� I N PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER \s I Q� c" Q . c� NNE +0000 +moo + o +co0oo +c°0oo +moo +moo +00- �ic� 27i I I I I a 28 Q .. - Q5 Q5 Q . Q - Q .. � Q .. � Q .. � Q .. � Q .. � Q .. � a> 41 I I p I > w s z N N N N '� M "� N I4,1� I z I I z NOTE 2 SHEET C1.1 FOR ADDITIONALLu N— J Z N O N 0i N N N C'4 M I I I 100 N> J U) J (n> J N> J 0 J (n> J U) J w J (n> J U) J V) J ~ ~ 1 I ~ cn_ J Q o; of of of ai N o, I _i J I W z z z z z z z z z z z - J 1 I N I INFORMATION. Q> � Q� � Q> � Q> � > � Q> � 27111 I i I a I W v; N z (nz J u)z _j U)z J V)z _j cn z J l r'i l I w 29 30 31 32 33 34 35 36 37 38 39 40 1s O 19 20 21 22 23 24 25 26 p __ 8 s Scram _ N ll w BLOCK 1 13 4 UTILITY MAIN/SERVICE CROSSING _z __ __ __Ll---�l MAINTAIN VERTICAL AND HORIZONTAL I , SSMH 12 48-INCH w pp POTABLE NON POTABL MAIN/SERVICE OR BLOCK 1 Z ( ) 12"GQ 12" — 12"cl 12"GI 122"GI 12"GI 6'2'IGI— — E w 1s cl - - -_ - -- -- --z W - - - - L1`" _ STA: 0+99.69 OFFSET: 0.00' o S SERVICE/SERVICE LINE SEPARATION PER CITY OF 1 "GI a �� c w 690534.73, E: 2466918.94�w � 3 � SSMH #12 (48-INCH) - eT u g c c c c t c� MERIDIAN REQUIREMENTS. SEE WATER NOTE SSMH #8 (48-INCH) Q • SHEET C1.1 FOR ADDITIONAL INFORMATION. 3 w w 8 8"W 8"W W � 8"W 8' 8"W 8"W 8"W 8"W 12"W 12'W STA: 2+28.05 OFFSET: 0.00' _m , o Q 1. INSTALL 48" SEWER MANHOLE PER ISPWC SD-501 AND 12'so N: 690535.76, E: 2466667.43 W _ — — — — — CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE li - - - � -E. HILL PARK ST.- FA O Q s 8 S 8 S 8"S 8"S— U J—8 S 8 S 8"S 8"S $"S $"S 8"S 8"S 8"S Q \ E. HILL PARK ST. _ 0 3 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC o `" • FA FA o w f 12" D QLjj o s FORM OCHANNEL 7. OINTO LE ABASE FOR NEW 8SE SHALL BE " PIPE IN z o b Ea _ = z ® CONNECTION. CLOSE INSPECTION WILL BE REQUIRED BY EP � > 12„ p °° - - - - - - - - - - - - cnQ- - - - - - - - • m QO�EP�EP - - - - - � - - - - - - - - - - - - - — \ � � - - - - - THE CITY OF MERIDIAN DURING INSTALLATION OF �- N Q -I- - - - - - - - - - - - - - - w I I - - MANHOLE BASE OVER EXISTING SEWER MAIN. w r u N W (n SEWER B & C PLAN AND PROFILE SEWER B & C PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 z Plan/Profile Scale: 1" - 50' Profile Vertical Scale: 1" - 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O t/) 2710 2710 2715 2715 > 0 m � z aw 2705 ^,�� 2705 2710 N J 0 2 710 w � ,� z V) o z w O w oo U 0 00 S O O v o Co z_ 't ^ G =o co =o Co _ L rn �O vv U - - U O Z L� 00 I O N N Oo z � z ao oo t Co to z O I O ,n (0 Co N 00 00 n z �'t = 1 w N O OIOO M M z z Q o 0 0 � ��M � � �o� ;-0 � ��`° � Co N 2700 2705 � o � � � 2705 2700 o� � roo N err N OOaO6co N +oNN M O) O Cn000cDw rCA00w N00N OZZ rONN 10 w O00NN H MOON 1- } cp 2ItN - - O Ooi (Dw Q Z +Co O =NNz O NH— _ +cD O Q =±Nz z O = Nz FZ Z_ Z_ (% = O > > > co Q > > (n(n o W - U1 H > > (n u) Z z ^ N O O Z W � (n(n0 Z Z Z NND_ Z Z - - ZO 00 (WAD_ Z Z Z i 00 Co I= U 2 LEI I0- co Co�� 00 oc m 2695 2695 2700 � 2700 N a;`� 00 00 N FINISHED GROUND Q / \ FINISHED GROUND +(b Z Z � LL W \ / \ MON - - O Lu Qom » > ~\ J \\ \ Lu NNO_ Z Z Z N 2690 — 2690 2695 EXISTING GROUND —� — 2695 L.L.I \ EXISTING GROUND z N W ' U 2685 ' �' 2685 2690 2690 J J � f $ PVC 2680 $�95 2680 2685 2685 a 202.18' of 8" PVC @ 0.86% 366.97' of 8" PVC @ 1.81% Z 35.13' of 8" PVC @ 3.05% 2675 2675 2680 2680 0 N l0 N Z o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ° 2670 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2670 2675 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2675 0 V Q E N G I N E E R I N G N ff)N rn r co "� N rn 00 r 5725 NORTH DISCOVERY WAY M O) CD r O r N r CD r pj r ao O d r7 06 00 0 6 0 r � r r 00 N N 't CD r7 CO U n 00 0) rn 0) rn 00 0o rn 00 00 rn rn 0) 0) 0) rn 0) rn rn 0) rn rn BOISE,IDAHO 83713 3 cD cD co cD co c0 cD co co co cD cD cD cD co v, N N N N N N N N N O N N O N O N O N N O N Cq N O N cD PHONE 208 639-6939 N N N N N N N N N N N N m kmengllp.com N DESIGN BY: LK 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DRAWN BY: JO 2 Z 0 CHECKED BY: LK u V F DATE: 2/6/26 o PROJECT: 25-243 V SHEET NO. V m V N N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. \CENSF 'y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE 0", 2/6/26 o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9C, 9TF OF \QP� Iv SD-507. I s� 3 I" D. INSTALL STANDARD SERVICE MARKERS PER CITY OF — — — A — — 00 I t MERIDIAN STANDARD DRAWING SW3. c ° S 1 Y —— — �' E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 8" a w f SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY E. WOODMURRA LN. (PRIVATE)a's a"s SSMH #18 (48—INCH) 4ry • e EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR — — — — STA: 1+00.00 OFFSET: 0.00' �y� TO INSTALLATION. SERVICE LENGTH AND INVERT ARE — — — —N: 690851.62, E: 246682A °�° r — d BASED ON STUB LOCATION. STATIONING TAKEN FROM Eic • CENTERLINE OF SEWER ALIGNMENT. R,w Ls 4'PI W 76 4"Pi W I L — SGPF F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC 4"Pi SD-511 (TYPE A—F) WITH MINIMUM SLOPE OF 2% FROM W W 84W W W ° I 4"P "PI i i I I NDSCAPE THE PROPERTY LINE TO SANITARY SEWER MAIN. a o °1 I I 83 STA: 1+00.00 W W W W W I 40 I G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, INV: 2688.6210 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP Lu — I L: 20.0' W W W W W I I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND OI SEWER, OR RECYCYLED WATER MAIN EASEMENT. 74 j I STA: 1+24.00 y W I 82 INV: 2688.35 00 I L: 20.0' y 87 11 73 w , STA: 1+53.00 I N I i KEYNOTES s (DI I 81 INV: 2688.02 85 86 °I N ° L: 20.0' W W I O UTILITY MAIN/MAIN CROSSING z m I BLOCK 1 ° W _ MAINTAIN VERTICAL AND HORIZONTAL O W L POTABLE/NON—POTABLE MAIN LINE SEPARATION N STA: 1+82.00 "s � — — — — — y z 80 INV: 2687.70 ° a"s a"s a"s �PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j °O I vi I Lu L: 20.0' ° y I — — — — — — — — — — — NOTE 2 SHEET C1.1 FOR ADDITIONAL L INFORMATION. ao 1I � w w �w w w w w w w w .i. 71 I STA: 2+17.52 1 BLOCK 1 79 INV: 2687.82 W Q UTILITY MAIN/SERVICE CROSSING L: 20.2' a $�� CO 1 I W W W W W W W W MAINTAIN VERTICAL AND HORIZONTAL y y w y w + w w w w y v- 70 — 4 — POTABLE/NON—POTABLE MAIN/SERVICE OR 78 W 1 EXISTING SSMH #11 (48—INCH)— �n° I A + 9 SERVICE SERVICE LINE SEPARATION PER CITY OF ° p. , STA: 3+16.72 OFFSET: —0.16' / 00s a I 'N: 690732.28, E: 2466921.36 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 EXSTING SSCO #169 ,����� �������� SHEET C1.1 FOR ADDITIONAL INFORMATION. 69 SSMH #17 (48—INCH) STA: 2+98.92 OFFSET: 0.00' sa N: 690732.21, E: 2466903.55 I I . 1. REMOVE CLEANOUT AND CONNECT TO EXISTING 8" SEWER STA: 2+19.04 OFFSET: 0.00' N: 690732.58, E: 2466823.68 E. KALINGA LN. (PRIVATE) 77 I I I MAIN PER CITY OF MERIDIAN REQUIREMENTS. o 65 1 � AzTq � I 66 64 63 62 61 60 59 58 1571 1 I < 56 55 54 53 2II 1 � BLOCK 1 -I� I BLOCK 1 ° 14 �W T T T� T T� T T II N I W� T T� T , O cn SEWER D PLAN AND PROFILE m 0 50 100 150 0 5 10 15 D N z Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' N Q Lu W J LL 2710 2710 p p z = w o z � z � Q = Q > 2 Z O n O 705 z -, I 2705 Q ,�v w oo�=00 N O Z�. . J ^ W �.�.U) it7C ^ OL 3: Z L.L U O Co U O o .�., W Z 00 �` Z ... 00� (0 O co I o N I W 0) rltz-i- oo ao ao o �o V) to 000 0) N O O =O oo rn Lu 00 2700 �o PO N � ^�� 00 0 Cn 00 N�� Co 00 (0 2700 � w SOON �O Lu 0) H �00 (0 N MNN H =±NZ O 2NNZ Z O Z +cOOZ Z +c�OZZ �Q� > > m CNN — O �p`)N - - O U)U)FZ Z NHmZZ Z NQ� > > 5z > Lu v / N(n0_ - - — wN Z Z W(nEZZ Z z 2695 2695 w 2690 2690 = X m a _ � 2685 I 2685 La 115.04' of 8" PVC ® 0.63% Z 76.88' of 8" PVC ® 0.42% n V 14.80' of 8" PVC @ 0.47% z 2680 2680 a 0 0 m 0 V E N G I N E E R I N G 2675 2675 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 PHONE(208)639-6939 m N co rn 0 N LO ro 0 kmengllp.com Lq N co n O co 0) rn 0) °� rn rn 0) rn 0) DESIGN BY: LK co (0 (0 (0 co (Dcn (DcD w N N N N N N N N N N DRAWN BY: JO I Z 0 CHECKED BY: LK u V 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 DATE: 2/6/26 0 PROJECT: 25-243 V SHEET NO. V m 5 N N 2 SHEET NOTES KEYNOTES AL A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. O UTILITY MAIN/MAIN CROSSING ENS B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL MAINTAIN VERTICAL AND HORIZONTAL �\ F CHANGES OF DIRECTION PER CITY OF MERIDIAN POTABLE/NON-POTABLE MAIN LINE SEPARATION REQUIREMENTS. PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 860 N I -f8"W s"w s"W � - a"vT - "� - - Kr - - w- - , 8' NOTE 2 SHEET C1.1 FOR ADDITIONAL IF I I I I I C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN INFORMATION. �+, 216126 0 L z<Z o SD i I I -L - - - - - - - - - - - - - - - - - - - - - - - �- � a STANDARD DRAWING SW3. �C�yTF 0f \OP � M I o sD w w SD Iilk I N �c D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF © UTILITY MAIN/SERVICE CROSSING C' sD Ii1 'I o I o • s , COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' MAINTAIN VERTICAL AND HORIZONTAL Z o 1-8" TEE 6 I I a OF COVER. POTABLE/NON-POTABLE MAIN/SERVICE OR 10 rn Q w I I SERVICE/SERVICE LINE SEPARATION PER CITY OF - I as N o� 1-8" GATE VALVE I I E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 o N uj N: 690927.23, E: 2466555.59 I I I MERIDIAN STANDARD DRAWING W1 1. SHEET C1.1 FOR ADDITIONAL INFORMATION. as N 1-FIRE HYDRANT ASSEMBLY 5 6 st�q N o - - - - - - - - - - - - - - - - - - - _ _ 1-8" X 8" X 6" TEE as F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" ® 8 ° ® ° ° ° 1-6" GATE VALVE ,r I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN --- s - - - - -N: 690925.49, E: 2466679.09 90 sAND STANDARD DRAWINGS W W AND W6 s"w 8"W I " _� - - - �' SEWER,ROOTING RECYCYLED E WATER INMAIN B EASEMENT. A 1, 2, -r 8 W g'W 9..W a..W 8„W � I � E. WOODMURRA LN. (PRIVATE) = 8 a W a W I a 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" _ METERS AND 3/4" METER SETTERS PER CITY OF Lu -8"S 8"S 8"S 8"S 8" 8"S 8"S 8"S -8"S g - - - s 6"W ;'W MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. Q -- - - ---- --- - -- - -- - - - - - - - - I \ 12-W W 0 s °IRR , + - - - - ss I I ® s I CIVIL ACRONYMS 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE - a AND NON-POTABLE MAINS. I s 3g( STA: - ROAD STATION ° < 00 4"PI 76 4"PI W s w I 1 8 L - MJ - MECHANICAL JOINT 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE - - - - - - - - - I FLG - FLANGE WATER MAINS AND SEEPAGE BEDS. ° � 4„PI 84 4„ I ° w I 00 i m 1 a N: - NORTHING � E: - EASTING 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD 1 O �® 75 i 2 8 w I 1 `� �' I L - STATION OFFSET LEFT DRAWINGS W8 AND W9. 1� °� I ° 2 8 I N R - STATION OFFSET RIGHT 1 I 2 2 I 83 I I 3 I 6. CUT EXISTING MAIN AND INSTALL TEE. SIZE PER PLAN. 1 1-8" 90° ELBOW s (o I I I a Z �® 74 i BLOCK 1 I W W W W W W W I i 7. CUT EXISTING MAIN AND INSTALL CROSS. SIZE PER ° N: 690851.00, E: 2466678.73 I - �, Co ? PLAN. I � I I 5 3 o I LLJ cI 1 82 I 1 N 8. WATER METERS SHALL BE LABELED WITH LOT AND BLOCK w 0 fro PI V ° W 87 I 1 ° NUMBERS CLEARLY STATED ON METER LID. oC - a ° I w ° Co I R �- r°� L 1 s II 2 a 81 85 ° 86 I 3 I (n � T� N 2 1 "SD 12" D SI I ° ° I z Pd 41 ° I L T� 50 �00a ® 72 < ° L - I ° I ui ° p - - - - - - - - - - - 32' CITY OF MERIDIAN z I 80 so ° I 5 8"S 8"S 8"S s"s I 1 1 I I \ \ \ a0 ° WATER AND SEWER - Pi Q 100 EASEMENT ° Y I Id ° ° W - - - - - - - - - - - - - - - I �( I 6 I 71 "' I I I �e - - - - - II I sr - -I o 00 L-� w w � w w w IV IV � � � � � ,2"W 12"W \\ / - - _L °° 2 > 2 79 I 6 5 1-FIRE HYDRANT ASSEMBLY 0Ddi u, L® I 1-8" X 8" X 6" TEE I h \ 1�: •� � � u. u. u. � � � � � w � � � w w w w � � � � � w\ •�\> I I O7 I °° ° oo I 70 1-6" GATE VALVE- - - - - Q 1 78 w ° w w w w w w � � w w w w � w w \ 1 1 ° J ° 1-6" 45' ELBOW 0O I PI o 1� + ® ° 15 LF OF 6" PVC ° _ Ln ° ° N: 690691.17, E: 2466935.15 1 I 00 > s I �' 39 I vi i I 2 s° 2 ° S. BOSWELL LN. (PRIVATE) - - - - - - - - - - - I ° I I I 34.15' CITY OF I \ I < O t� I a� �� 68 65� MERIDIAN WATER AND I I (_� 1 I00 I I SEWER° EASEMENT 3 PI � U,W ° ° ° ° ° a ° I I Y > I I I I u > I a I � 20 LF 6" PVC `1 I Co Ln lion 1 z I w I z 2 BLOCK 1 I V ;d J I I I Q 1 3 I N I I i l w l I ° 56 55 54 1 U> N 111-FIRE HYDRANT ASSEMBLY OO Q Co I a 66 II cc� I 1-12" X 12" X 6" TEE to J z a 1-6" GATE VALVE Lu ° I 11 00 ® 25 LF 8" PVC 64 63 62 61 60 59 58 157 I i I I I 53 52 51 50 49 48 47 46 45 44 43 ° I I I I N: 690628.46, E: 2467360.19 S Q �F o I �I I Col �1-8" CROSS O I z l I G I 1-8" TEE PI 1-8" 1 1.25° ELBOW 1 I 0 Co I 2-8" GATE VALVE J 2-8" GATE VALVE - N y1 " 1 1.2.54, E: 2466582.29 N: 690547.68, E: 2466934.04 I I3 I I O C z F- N: 690567.68, E: 2466553.90 BLOCK 1 Q N _ W z ° 2"SD 2 2 2 2 I _ V i! 1 4 1 I 2 2 2 2 2 2 I z i I I = Lu Lu z �8 p LF�\�\D I I I N I 3�( �( v 1t-12" X 12" X 8" TEE O6 _ z LLJ W h s a"s s ° ° �,��.� PVC �Q - - - - - - - -� - - - - 4 ��2's I - - - - - - - - - - - - - - - - ® I 13 1-8" GATE VALVE Q 4 s"S 14 4< s ° ° ° ° 270 LF 8 PVC0 1 0. I �_ 420 LF 8" PVC N 1 N: 690545.96, E: 2467355.54 13 2 1 -�, s s ° s ° .. ° I ° ° ° ° s a ° 42 a ° ° ° �..° .. ° I I O ° - " S 8'� 8" 8'S 8"S 8"S S S 8°S 5 ° 5 o0 ° 1 Sri++n, c ° ° s"s a"s "s s" s" �" �" �" 8" 8 8" s Lu - - 6_'PI- 6_'PI 6_PI- 6'PI 6"PI 6"PI 16' P 6" - 6" I- 6" I- - 6'PI 6 PI 6'PI "PI "PI "PI "PI 6"PI ° 6"PI 1 3 1-8" 22.5° ELBOW 3 s - - - - - - - - - - _ C FN: 690485.18, E: 2466553.51 ° > Z M I I �� °'I I 1 I - Lu o w I 1i I I I I ° Q 1 I I I I LL OC Q Q' REMOVE 2" BLOWOFF ASSEMBLY 1-8" 1 1.25° ELBOW 2 2 2 2 I V I I I I W \ AND GATE VALVE, AND CONNECT `� s w w A I ® 2 2 0' w 2 2 2 2 ° 1 I 1 1 e TO EXISTING WATER MAIN 3 I� N: 690548.79, E: 2466660.30 w I I I I I � N z 1 _�, \ off ° 00I o a w BLOCKI I II. I I o �w I I Q N: 690488.36, E: 2466435.33 con z � ° N 15 16 17 18 19 20 w I OR 4 I 28 29 30 31 32 1 3 O a 21 22 23 24 25 26 I y I S' I I I ° O O O O a 33 34 35 36 37 38 39 40 41 50 LF 8" PVC I I I I I 8 S '° <F IV4 OF M I r1 M 4 3 I I w °I/c wSFME Fw /q,�_ - 127 I 11 = I I II t/) NT FR ,5 I I I I I I J GI - -_ 8, - ____ _ _- ___ - - - - - � I - - - -- - -- - - - - -- - -- ---- --- --- --- --- - - - - - - - - - - - - - ° S ~ �FIRE 15 GIr 6"PI 6 s RANT ASSEMBLY 5 15"G 5" I 11 "GI 2"GI GI GI 2'GI 12'GI 12'GI 12"GI 12"GI 1 "GI 12"GI 12"GI 12"GI 12"GI 12" I I 12"GI 12"GI W 1-8" TEE ® N: 690435.76, E: 2466540.10 1s"sD r j a c_i 1-8" X 6" REDUCER / � � 2-2" GATE VALVE 12"sD 00 X 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8J 12"W 12"W 12"N N 1-6" GATE VALVE N N: 690439.88, E: 2466531.58. 1-8" 45° ELBOW 1 0 �� / FA N: 690435.76, E: 2466540.10 E. HILL PARK ST. V m Fp�FP 8"S 8"S 8"S 8"S 8"S S"S 8°S 8"S 8"S 8"S 8"S 8"S 8"S 8"S s 8"S 8"S 8"S 8"S- LL - 3 a EP 0 IRR EP 12"SD z `EP EP • r 00 i 36"GI 36"GI 36"GI 36"GI 3 EP EP EP EP EP e ®• y 1° s , 6 ',E£-EP1 36"GI 36"GI 36"GI 36"GI 7� R - -�, '/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - N E❑ - I I - EP EP�EP o - I - - - - - - - I - - N < • ,2.5 I C W� 00 E N G I N E E R I N G 41 w Co a 5725 NORTH DISCOVERY WAY I BOISE,IDAHO 83713 'N„I' ( ( PHONE(208)639-6939 N DESIGN BY: LK LK z z a DRAWN BY: JO z g CHECKED BY: LK u V F DATE: 2/6/26 WATER IMPROVEMENT PLAN PROJECT: 25 243 0 40 80 120 SHEET NO. Plan Scale: 1" =40' C6. 1 N N 2 KEYNOTES ® SHEET NOTES O UTILITY MAIN/MAIN CROSSING A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. �F`'S\cENSFNc�'y MAINTAIN VERTICAL AND HORIZONTAL B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. I I I I SD I I I I I � - - - - - - - - - - - - - - - - - - - - - - - - - - - I POTABLE/NON-POTABLE MAIN LINE SEPARATION 00 - � PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD SD SD NOTE 2 ET C1.1 FOR ADDITIONAL � 86� CROSSINGS. INF p2, o I I I sD asI o I I D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE ASIv THE LARGEST DIAMETER PIPE COMING INTO THE FITTING C,,y Of �lv ICIS c G I O I I © UTILITY MAIN/SERVICE CROSSING OR VALVE. /�/ C �(\N c o I I MAINTAIN VERTICAL AND HORIZONTAL 3 as v I I POTABLE/NON-POTABLE MAIN/SERVICE OR E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL 4� co \ �, 1-4" GATE VALVE I s� I , ° SERVICE/SERVICE LINE SEPARATION PER CITY OF SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. m - 1 8- - - - - - - 1-4 _ _ _ _ _ 1-4" 1 1.25° ELBOW I aO I MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 N: 690883.13, E: 2466650.71 d c� SHEET C1 1 FOR ADDITIONAL INFORMATION F. THRUST- - _ R ANCHOR BLOCKS ARE REQUIRED AT ALL - - - - - - - - - - - - - - - - `� 90 CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 8�'w s"w 8"w s"w 8"w- E. WOODMURRA LN. (PRIVATE) - \ �' s 1-4" GATE VALVE - _ s"w, Is'w- s"w ° s"w 1-4" 22.5' ELBOW 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. SD-403. $"S 8"s s"S 8"SN: 690883.66, E�2466537.39 8"s s 2�25 LF 4 s PVC 8"s�-8's s - - -1-4" GATE VALVE N: 690874.16, E: 2466815.35 P 1-4" GATE VALVE s 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.1. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 Sn . +- - - - - -- --- ` J2`` I I I I 2 w PVC OR APPROVED EQUAL. N -1-4" GATE VALVE 1-4" 1 1.25' ELBOW P 1-4" 90' ELBOW m Aoo N: 690883.55, E: 2466561.39 - - N: 690874.60, E: 2466722.85 mac, r - - 3. INSTALL 2" SERVICE WITH VALVES ON EACH SIDE OF �\ s N: 690883.67, E: 2466535.39 ° ��' 30 LF 4" PVC F2�� ® STREET OR ALLEY. H. INSTALL DRAIN VALVES PER THE DETAILS ON SHEET C7.2. Lu c� 2 " w COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING a G G -�-c �- 90 4 4 j,PVC I 2 I L - �, 4. INSTALL 1" SERVICE WITH VALVES ON EACH SIDE OF CONSTRUCTION. 4" cn STREET OR ALLEY. • � s - - - - - - - - �° 476 a - LF, PVC 95 LF 4 PVC � 84 � ° ° `°� � I � I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 2 I oo 2 4" I I NDSCAPE _ 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. OWNED, MAINTAINED, AND OPERATED BY THE HOA. N I J. CONTRACTOR AND DEVELOPER SHALL MAINTAIN IRRIGATION N s I °� I ° I 83 1 ° 1-4" GATE VALVE I WATER DELIVERY TO DOWNSTREAM USERS. s 1-4" 90° ELBOW ° ° I I I 2 1-4" 22.5' ELBOW IA ° N: 690863.47, E: 2466842.79 W I N a I N voi r ° I Lz 1 ° w I ro s z Q I 82 I I N � r 2 ° � � 87 � � d O 2 > I I I s p 2 I 1 3 6 1, � � R �, c� OO a BLOCK 1 v p I s a o > w 4 73 I 4 I 0- I s 5 w - 3 s z I I 81 1 �, �, I I T d d Cr - Lu 2 85 ° 86 13 I s s vl N A (D I ao L 1 "SD 12" D t �° I o J I 3, Oco CoD " I a 1 � � I o z I 80 2 � °� I S 8"S 8"s s°s 8"s I I N I 1-4" 90' ELBOW 4 ° �° - - - - - - - - - - - - - - - - - - - s � - � - I N: 690721.50, E: 2466842.13 \ I ° I ? ° - I I 1 -� 1-4" 90° ELBOW v 12"w 12"w \ / ° l8f I 3 BLOCK 1 rel a I 79 3 'N: 690721.25, E: 2466895.11 - �/ I oo I 2 I s ° 8"S� „ ssco I W W W W z 55 LF 4"PVC w w w w w w w w ®+ w w 70 .. - 10 LF 4" PVC r - - - \ �\ - J m I I 1 78 I - - - - �. I 1 _ f I ° s I` 2 s 3 2 ° N: 690712.39, E: 2466895.08 I I I �° \ N G- O I I 1°3 - - - I - - - - - - E. KALINGA LN. (PRIVATE)- I � I I O �� 68 65� co I I I \I z O 2 °" I . N V) z I° I 10 2 ° 3 67 1-4" GATE VALVE II I I- v v a I I I \ � s' I I O I O N: 690647.34, E: 2466894.81 Ilo > °I w I co Q 1-6" 45° ELBOW V� o a I � I I I N I I m Q J N: 690545.69, E: 2466576.88 a �� I z I a I 00 I I I z J .. � � 11 I ° 66 � � it W � 2 A 1 2 64 63 62 61 60 59 58 �� 571I I 56 55 54 53 52 51 50 49 48 47 46 45 44 43 I I I II 20 LF 6" PVC 1-6" 1 1.25° ELBOW J I cn 1-6" 45° ELBOW 5 N: 690527.79, E: 2466659.19 1-4" GATE VALVE ,n II� q °0_O I I I I I W w N: 690531.30, E: 2466562.35 1 I � I� 1-6" 1 1.25° ELBOW N: 690552.89, E: 2466894.43 q' �� I� I Co I BLOCK 1 I L .I N LJ..I 1� 2„ D .N: 690544.14, E: 2466599.14 2 2 2 II j! I i I 2 2 2 2 2 2 2 H W �1�,.sD � I I � � Q 1 20 LF 6" PVC ° 14 ° s ° I I I I I >I O O r DC O 12 I s 4 8„S \� �- - - - - - - - - - - - 25 LF 4" PVC - - - - - - - - - 1 - - - - - - - 3 ° �Ia I I = CC 1-4" 22.5° ELBOW 8' 1 z A ° s a ° ° / B p ° ° ` 8 S ° 8"W ° 8"W ° "W ° ° "W ° „W 3 "W ° d '# I I I 1 D 3 „w 8„ 8„w 3 8„ ° 8„w ° 3 8j 8„w 8„w 8„w 8„w „W ° 8„w 1 z ° - � N: 690501.29, E: 2466533.59 s ° I ° � J I I I � � - 3 a ° ° 42 s� s' 1 $„S $„ 1 $„s °$„ 1 $„s II I s �„ °° ° 3 ° 1 s 1 4 ° ° ° ° 3 ° 1 ° s° I Q I PP 13 2 �° ° 60 �F 8 ° s,. 8„ 8 ° 8" s ° QI I I z P I O Q z z / P P "PI 6•PI n w l8E / I d �> -FLPI - - s'P� - - - p - �'PI - - - - I - ° s''PI I I I I / c IR ° a 2 35 6�' PVC LF ,6" P ° 55 L�F 6" 1VC oo N I I OO CONNECT TO EXISTING 20 LF 6" PVC 4 �� III2 2 I Ln I I W 6" GATE VALVE / /�N: 690519.93, E: 2466440.40 w sT �Gr���� I 5 s ICJ 16 2 2 2 I 2 I °0 I I I ®� 2 2 2 2 2 N: 6 0525.131 E:' 2467314ELB28 c� IWJ I N I I Q I a_ � ° I N I ILL DC w 8•• ° ° ° 19 20 21 22 23 24 25 26 127 i I I I 28 29 30 31 32 33 34 35 36 37 38 39 40 ° = 41 w 1-6" 22.5° ELBOW N $ % �S N: 690485.53, E: 2466562.13 / s \8.• w 2 1-6" X 6" X 4" TEE I I I I I I I W cn 1 1-6" GATE VALVE I I I . rn I I I e� s 1-6"x6"x4" TEE ° 20 LF 6" PVC 1-6" GATE VALVE CONNECT TO EXISTING I I 13 I W / 2-6" GATE VALVE4 15 -Is, 1-4" GATE VALVE N: 690526.57, E: 2466957.69 INSTALL 1-6" TEE I z N: 690526.84, E: 2466894.32 I / 1-4" GATE VALVE - I I I I k N: 690436.13, E: 2467313.92 I LJ..I V) / N: 690480.52, E: 2466525.21 15"Gi - - - - - - / s y w ° ° 15"cl �5- ______- ___ ___ _� - - - - - - � - -- --- --- --- - - -- -- - - - - - - - -- - - -- ---- -- R U GI 15„G 1 „ 5„ 1 „GI 12"GI GI "GI 2"GI 12"GI 12"GI 12"GI 12"GI 1 "GI 12"GI 12"GI 12"GI 12"GI 12" N j ° 25 LF 6" PVC C® G G Pdw G G G J G G G G � EP � "SD� 1-6" GATE VALVE 8"w 8"w s"w 8"w 8"w 8"w 8"w 8"w 8"w s"w 8"w 8"w s"w 8: 12 Fa Fp 1-6" 90' ELBOW - - N: 690469.45, E: 2466552.66 E. HILL PARK ST. - - - - - - - - - - - - - `¢ • N F Fp 8'S 8's 8'S 8'S 8'S 8'S 8"S 8"S 8"S 8"S 8"S 8"s 8"S 8"S s 8"S F 3 3 EP S Ep -EF IRR EP -12"SD [®m \ `EP D4Fp EP LL �EP� EP _ - - - - - a I W 36"GI 36"GI 36"GI 36"GI 36"GI 36"GI - - - - - - - zE EP- 36"GI EP 36"GI EP 36 GI EP E�36 R - - _ / - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - \ - - o E� - - J EP EP o V I I oo I�2 s 0 m O V Q E N G I N E E R I N G 5725 NORTH DISCOVERY WAY N BOISE,IDAHO 83713 PRESSURE IRRIGATION IMPROVEMENT PLAN PHONE(208)6396939 m kmengllp.com N O 40 80 120 DESIGN BY: LK z z Plan Scale: 1" =40' DRAWN BY: JO z g CHECKED BY: LK u V F DATE: 2/6/26 o PROJECT: 25-243 V SHEET NO. V m 7. 1 N N 2 FSS\pN A L £NG STANDARD MANHOLE ��pENSF iy P/L JFRAME AND COVER 860 s� 216126 0 3' MIN. "PLACE APPROVED METAL OR �� 9j� OF SOP PLASTIC TAG WITH"NON-POTABLE y 5' MAX WATER DON'T DRINK"IS REQUIRED ^/ C. K\N� I STUB 1"0 PE PIPE 24"4 CONCRETE 4"0 THREADED PIPE. LENGTH CAP OR PLUG FINISH AS REQUIRED. GRADE Lu 1-1/2"0 GALVANIZED IRON NIPPLE & 90' ELBOW *NOTE: MAIN 1. 2'-6" MIN., 5'-0" MAX. LINE BALL VALVE CURB STOP IN UNPAVED AREAS (MUELLER 300 OR EQUAL WHERE THE LINE IS FREE DRAINING. 2. 3'-6" MIN., 5'-0" MAX. M 1-1/2" � TAPPING cn IN PAVED AREAS OR Q SADDLE z WHERE THE LINE IS N O NOT FREE DRAINING. 6" MIN. 3. FINDER WIRE AND ~ I +1 1-1/2"0 GALVANIZED w IDENTIFICATION � IRON PIPE — O 0 0 OO O 00 00 O O I I TAPE REQ'D. PER w N _ O OO OO O O0 THE ION 900. PIP4"0 PVC VE BO 00 OO nc) OC OO %_00 — DIVISION 900. PIPE VALVE BOX NOTCH 4"0 VALVE 1"0 CLASS 200 _`'O O O 0009 BOX OVER PIPE WITH POLYETHYLENE d 00 O O0 O 0, O O O OO OOO 0—FROM MIN. CLEARANCE �0 0 0 O 0 0 000 O 0 O — FROM PIPE I 0 _ 0 0 000 000 0 O SLOPE d —0 O OO O O GOOD + _ o TO DRAIN OOO OO OO OO O O O 0 - II OO o 0 0 - + I 0 0 0 0 0000 - -1h � 1"0 BRONZE CURB STOP- I PROVIDE LONG RADIUS BEND I I 0 —I I I III MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE — 2 CUBIC YARDS IMINIMUIMI _ LINE APPROVED EQUAL. WITHOUT KINKS OR DISTORTION —I �E2" WASHED DRAIN ROCK,: OR AS REQUIRED. TAPPING SADDLE I— I I I I I DIG TO FREE (ROMAC 101S OR APPROVED EQUAL) DRAINING SOILS z TYPICAL 1" SERVICE TYPICAL MAIN LINE DRAIN 0 z N TS N TS > Q _ i � AC PAVEMENT BY OTHERS 0coPAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 z 3/4" MINUS BASE, BY OTHERS L0 Lu VARIES 4"-6" Lu G J w Q wQ > w cn 0� 0� 0� 0� 0� 0� 0� 0� 0� PIT-RUN SUB-BASE, BY OTHERS O 0 O 0 1 VARIES, 10 16 c = p p p TEMPORARY BACKFILL AS p p p z a G Q 0 0 O O O REQUIRED TO MAINTAIN O O 0 — ck� -12" COVER OVER SLEEVE O o z 0 SUB GRADE ELEVATION, BY — Cc � _ — I OTHERS, SEE NOTE 1 BELOW O — o COORDINATE WITH PAVING += PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT Lu LuCONTRACTOR FOR REMOVAL I III I — - SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND p[ Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. LOCATED ABOVE SUBGRADE N Q cis MIN. 6 LID TO READ: Li- FINDER TAPE CARSON MODEL 910T COVERLu NON-POTABLE WATER - FOR IRRIGATION ONLY" oC O LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING (2) 3" CLASS 200 SIGNAL Lu CONDUIT WITH 1/4" 2 NYLON PULL ROPES ISPWC TYPE-I PIPE BEDDING FINISHED TOPSOIL GRADE COMPACTED TO 95% DENSITY. Z IIIIIIIII I III III IIIIIIIII III III III III III III II III II Lu z PIPE AND BELL CARSON MODEL 910 10" VALVE BOX (/) Lu MIN. 4" TRACER WIRE LOOP J MIN. 6" SLEEVE MIN. 6" SKIDS PER ISPWC SD 307. 2" VALVE NUT = DIA. SEE SLEEVE SCHEDULE, THIS SHEET SEE SEE FOR MATERIAL AND MINIMUM SIZE x NOTE 5 NOTE 5 N M 3 ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED UNI-FLANGE SERIES 1300 OR EQUAL o PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN NOTES: NOTCH PVC BOX, BOTH SIDES 0 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD 4" 5.36" 8" PVC C900 8.28 SUB-BASE, ROAD BASE AND PAVEMENT. 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE ° FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR 0 6" 7.89" 10" PVC C900 10.16" SIDEWALK. 6" MIN. 6" N. ° a #4 REBAR 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" VARIES ° 6'' E N G I N E E R I N G SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 5725 NORTH DISCOVERY WAY N PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. `d aMIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHO 83713 10' 12.79" 16" PVC C905 15.92" ° / PHONE(208)639 6939 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL a a ° UNDER 10" PVC PIPE 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: LI< Z NOTES: DRAWN BY: JO 0 A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: LK PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: 2/6/26 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: 25-243 V SHEET NO. m TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7,2 N N TS N TS a SHEET NOTES LEGEND CITY OF MERIDIAN STREET LIGHT NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH 55��"AL fNc� CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �� ��CENSF 'y AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF CONFLICTS EXIST. INSTALL DEPARTMENT 2 STREET LIGHT OF PUBLIC WORKS IOLE WITH MPROVEMENT ISTANDARDS ACCORDANCE STREET WITH LIGHT NG CITY AND THE MERIDIAN, ELECTRIC CODETHE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL 860 B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 2/6/26 CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 CITY OF MERIDIAN `f' z,2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE . STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE ONLINE CITIZEN PORTAL AT https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT yC, 9TF OF �QP POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE AND REQUEST INSPECTIONS. C. SERVICE — ALL STREET LIGHTS SHALL HAVE EATON—USSL—CO1—D—U—T3—SA-7030—BZ-10MSP-4N7—FAWS (50W) LED FIXTURES, OR APPROVED 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE y�//�/ C Y, EQUIVALENT. LUMINAIRES SHALL MEET THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. LIST FOR STREET LIGHTING) OR BE PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND FOR THE POLE AND ASSOCIATED WIRING. CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE AND UTILITY COORDINATOR. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL 2' MIN. FROM WATER METERS. UTILITY AND PAVEMENT CROSSINGS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT D. METERING — CONTRACTOR SHALL COORDINATE METER EXISTING TYPE 2 STREET LIGHT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS WHERE A METERED SYSTEM IS REQUIRED, NEW REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH c, ua N G ^7 I I I I END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE a oo00 a q s�s ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY c� 3 s HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL w - ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS s 8 ° 0 s WHEN THE ADJACENT PROPERTY IS DEVELOPED. �, so 8"W 8"W s" B.rW Br,W�$„W_ M E. WOO UMD RRA LIN (PRIVATE) I6 W a 8"W 8"W ® e' • " 8"s 8"s 8"s 8"S 18"S 8"S �„S s —s' 3 - - - - -- -- - - B,.S�B,.S S 2 W m pp P IRR d 88 S J OOOOOX 8 _ _ R„W 8„W • d I W Rrr G c,�-- m— c a 76 0000ox z 'PI 4"PI 0 oo 4 pi d ro 3 4"PI 84 4rr I ° Lu 3 s ig ds ° 83 ° N °o 3 S .I .I Ji Ji i0 oo ° S d 3 ® 74 � I m .f Lu a co PI Q ° 3 r > I 4 d . 87 . . d � I, d� / w r O °° 73 a i i BLOCK 1 so d �/ 50� d f p � 41 w 81 s oo _ 0. 85 ° 86 3 (n � S� ° N Q �; io W 1 "SD 12" D z i 3� O5 72 m Q 3 ° z 80 2�° d� 8"S 8„S 8„S w oo ° oo N Id y y c `r ` d d O OBLOCK 1 � .I, � — •— ---- — — — — — °n J� .� .� W y oo y y y y y y y y .� y .v y y y y y y y 1 2"W 12"W w ° > o 3 f�l, oo Y °° S ° 8"S��All ssco I IV IV I A/ A/ .I 2•. O O ° O Id w w 4"PI w + w w w w w w IV � � w h" w w \ w w � � 70 d ° 1 1I ® ° ° ° OOOOOX ° V / N °� 69 —G—G— z s° ° E. KALINGA LN. (PRIVATE) 77 OOOOOX d0 < m _j °° Og ® 68 65/ d 'oo -d < oo o ° D Q s _ _ I zJ PI ° e (n oo Nco Lu z v z 10oo ° W d N cn H > W s Do ;� IN = 1 > Sn zz Oo a I ° oc 11 ° ° ® 66 64 63 62 61 60 59 58 571Ni J 56 55 54 53 52 51 50 49 48 47 46 45 44 43 Q W O �_ PI Ij 0000ox a z 'on12"sD� V1 BLOCK 1 a W wr'sD 5 W " 1�..SD w m Z I ` z 14 12 d ° d ° "<v LEI v1 OOOOOX V N m N LL s 4 8 S° s 8"S ° 4 ds ° °y ° /2 SL 7 q, D I I ® bo 2 = J ° 3 ° \° 8" ° d 8"W ° "W "W ° "W W W 8,r� 8., �+ �r,W 8r, 8, d d z wv y 0o °d 8 S ° ° ° °% ° ° ° d ° ° — ° ° a D ° ° ° 8,W ° 83 W d 8"W 8"W 8"W ° 8"W ° „W ° B..W W W 6" S 8 d a -d ° e °°a d d d a 1° 1 ° Q d °a —a° S° U ° Lu �n a S ° 8 8" 8'S 8"S 8"S 8"S ° °8"S S ° 8" 8"S ° 8"S "S d ° Q ° JLu / R P 4 6 p/ ° ° ° ° ° �„ d 8.. �.. �.. fir, $„ r 8 d ° $,. ° S a P P — 6' 6'PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI p 6' I "PP 6" I 6" I 6" I 6'PI 6 PI 6'PI "PI "PI "PI "PI 6"PI 6"PI N 3 F— F— �' .0 IR 3° N 1 W ° ao I 4, s pr ° a z W \8w 1 16 BLOCK 1 III U 3 ° t/) N I�i o J d 18 Itnoo w 6p�G/ 4 5 O O O O O O O O O O O O O O O O a� / a•• d ��sa � ° � 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 oo 8 s 00000 15 oo I N m ,8„ 'S u/ Le Pj X \8•S w\�/.Q p a - \ 1 4YYV11\ " 15"GI °o in 6 I - 6.r I 12"GI 1 GI "GI 2"GI 12"GI 12"GI 12"GI 12"GI 1 "GI 12"GI 12"GI 12"GI 12"GI 12" I I " 2"GI— .1 P o EP G G z 12'SD� G G G G G G G U \ ` 8"W 8r'W 8r'W Br,W 8r'W 8"W 8"W 8"W 8„W 8"w 8..W 8„W 8"W 8= 12"W " • Fa FA E. HILL PARK ST. 0 N - � ' r 1 Q • \ S 8'S 8'S 8'S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S S 8"S 8"S zQ FA Fp \ 3 o \ \EP� � p • Fp\ —EP JG�C m 40, `EP �P �_ OOOOOX IRR EP EP=EP ` 1 co 12 SD EP EP W 36"GI 36"GI 36"GI 36"GI 36"GI EP�36 f �36'GI 36"GI EP 36"GI EP 36"GI IR — — / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1° — — — — • —EP— EP EP EP—tr — i - - - - - - - - - - - - - - - - - - - - - - - - - - J I I � � - - E N G I N E E R I N G 3 � I I 5725 NORTH DISCOVERY WAY ® I oo I/2'S I BOISE,IDAHO 83713 Wci a I I I I PHONE(208)639-6939 I I kmengllp.com N I I z DESIGN BY: LK z a DRAWN BY: JO z g CHECKED BY: LK u V DATE: 2/6/26 " STREET LIGHTING IMPROVEMENT PLAN o PROJECT: 25-243 SHEET NO. 0 40 80 120 > Plan Scale: 1" =40' C9. 1 N N 2