Loading...
HomeMy WebLinkAboutConstruction Drawings C�WETV Sp� NAL £NGPubk D o�k5 ��ENS£� %ibrb Depwbnwd BENCHMARK WAY AND COBALT Gest�n 9"G¢nst►uodon ba�p�ta1 Bpeol�ae�one QQ � S . W . DR . ■ � ■ �� 12%�/23 o Q ROADWAY PROJECT �yTF 000NSTRUCTION PLANS ■ ti ■ C. KEN MERIDIAN , IDAHO N Digitally 5i 9 Y signed by 0 75 150 300 450 ■ Lachlin Kinsella, P.E. W.FRANKLIN RD. Date: 2023.12.04 Plan Scale 16:35:41 -07'00' I 0 � - N® 0 MERIDIAN, Q0 M N N N M � l0_ _ I IDAHO TEN MILE DRAIN w - I - - LOCATION MAP Lu z - - � PROJECT SITE �I O N W INTERSTATE84 (N INDEX OF DRAWINGS a z z I N w a w SHEET N0. SHEET TITLE SHEET DESCRIPTION z z IF N N z SCS BRIGHTON II LLC I O 2 u 2 o z o S1214121133 C1 .0 COVER SHEET j o w o w W 0 2 a 2 a a VICINITY MAP Q o z F N o e o o C1 .1 NOTES, ACRONYMS, LEGEND Q a a mu I u NO SCALE g a a w z w I z a z �� EX a �Q' o � o ►► Co -F- - C2.0 ROADWAY IMPROVEMENT PLANS W. COBALT DR. PLAN a 61 R � � z 1 - 02 4 W. COBALT DR. - - - C2.1 ROADWAY IMPROVEMENT PLANS W. COBALT DR. PLAN AND PROFILE C2.2 ROADWAY IMPROVEMENT PLANS S. BENCHMARK WAY PLAN AND PROFILE z ► ► 1� I C2.3 ROADWAY IMPROVEMENT PLANS S. BENCHMARK WAY PLAN AND PROFILE C2.4 ROADWAY IMPROVEMENT PLANS S. BENCHMARK WAY PLAN AND PROFILE C2.5 ROADWAY IMPROVEMENT PLANS S. BENCHMARK WAY PLAN AND PROFILE U C2.6 ROADWAY IMPROVEMENT PLANS DRIVEWAY A (PRIVATE) PLAN AND PROFILE WIt C2.7 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE 0 DWT INVESTMENTS LLC S1214233679 C2.8 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE C2.9 ROADWAY IMPROVEMENT PLANS STREET SECTIONS Q C4.0 STORM WATER IMPROVEMENT PLANS 0 C4.1 STORM WATER IMPROVEMENT PLANS Q 0 C4.2 STORM WATER IMPROVEMENT PLANS DETAILS DC DRIVEWAY A (PRIVATE) C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT "B" PLAN AND PROFILE 0 TREASURE VALLEY C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "C" PLAN AND PROFILE _ oa I INVESTMENTS, LLC C6.0 WATER IMPROVEMENT PLANS � S1214233680 J Co Q W C6.1 WATER IMPROVEMENT PLANS O z O _ I I C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS U Q W I C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DC 0 } I C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS 0 W U � �I z PROPOSED TM CENTER I Q J C7.3 PRESSURE IRRIGATION IMPROVEMENT PLANS PUMP STATION WET WELL AND INTAKE Q EAST NO. 1 LINE DETAIL SCHEELS ALL SPORTS INC. I = Q S1214233677 z " m 11 C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE C8.1 GRAVITY IRRIGATION IMPROVEMENT PLANS DETAILS I Q •0. II I C8.2 GRAVITY IRRIGATION IMPROVEMENT PLANS DETAILS �I C9.0 STREET LIGHT IMPROVEMENT PLANS I CD Ik U • �I C9.1 STREET LIGHT IMPROVEMENT PLANS z DWT INVESTMENTS LLC m 3 S1214314850 _ ��SEPECC-T LOT 1, BLOCK 3 a PRIMROSE SUBDIVISION EANBSE^P � m '.I R7192800410 CONTACT INFORMATION OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT LOT C BLOCK 2 N TM CROSSING LOT 2, BLOCK 3 BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP SUBDIVISION NO. 4 LEGAL DESCRIPTION z 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY I PRIMROSE SUBDIVISION o BVASB TEN MILE PHASE R7192800420 A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1 4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, a MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 2 BUILDING, LLC CONTACT: ZACH MEYERS PHONE: (208) 639-6939 B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2022 / PHONE: (208) 378-4000 FAX: (208) 639-6930 R8484030400 FAX: (208) 377-8962 CONTACT: LACHLIN KINSELL , P.E. DATUM EMAIL: zmeyers©brightoncorp.com EMAIL: IkinsellaOkmengllp.com LOT 3 AND N2 OF LOT 4, BLOCK 3 E N G I N E E R I N G g PRIMROSE SUBDIVISION HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE 5725 NORTH DISCOVERY WAY z D I G LI N E R7192800430 ZONE 1 103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL BOISE,IDAHO 83713 Y DATUM OF 1988 (NAVD88). PHONE(208)639-6939 z Z :11 W. EXCURSION LN. (PRIVATE kmengllp.com _ J THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ) I RECORD DRAWINGS CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT 3 PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR I I BENCHMARK THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DESIGN BY: LCI< ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. I I I UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q o I I POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN ACHD COMPLIANCE 1 X 705688.529 2444834.518 2583.663 CHISELED X PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS CHECKED BY: LCI< Q NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD 2 O 705691.754 2445609.364 2576.229 1/2" REBAR DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO 3 e 704371.652 2446176.218 2583.518 PK NAIL HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN PK RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. 0 g WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: 4 X 705667.878 2445663.921 2582.373 CHISELED X OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. C1.O U a NONE **CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.** u I N N 2 CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S�ONAL fN S �C E N SF�c�ti STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE Q GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL SSTANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION U CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 12/4I23 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY y qT Q v PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org FLG - FLANGE R - STATION OFFSET RIGHT C� F Of CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. F - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), y S AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. N C. K THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE SITE, IT COULD BE GROUNDS FOR "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT u, N N N N ^, N N 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD < o N N r, U) m REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED r1i rn q EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION N "' `n D 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ,CONSTRUCTION SERVICES 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO N 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND z AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. Lu PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE N0. 1. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A o WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS BOUNDARY LINE F a F TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. z w < w ANY AND ALL DDAMAGES TO EXISTING UNDERGROUND UTILITIES. - - OFFSITE BOUNDARY LINE cn F ,, g Ln g 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9• ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE z w 2 F 2i Z WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE - - SETBACKS O 2 W 2 z H < o FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT NO "TOLERANCES" ALLOWED. cn g ou g ui z w DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE j Lu ° a a ° a LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE w z o o N a o 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. a o 0 0 MID LOT LINE LINE z z WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER z a a c r a o a 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. RIGHT-OF-WAY LINE 88 VERTICAL DATUM. g = w a w PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF a Ei LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 7. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. FOUND 1/2 INCH REBAR o w ° PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 8. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 00 FOUND 5/8 INCH REBAR co WATER THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR NO-CHARGE RIGHT-OF-WAY PERMIT. a 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC AT THE CONTRACTOR'S EXPENSE. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP a DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 9• THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE FOUND ALUMINUM CAP z GENERAL CONSTRUCTION NOTE NO. 1. REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL ACHD POLICY MANUAL. BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 0 CALCULATED POINT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS SANITARY SEWER, STORM 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE o N m n i. DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 10. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, 11. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, ( ) CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). THE REQUIREMENTS OF THE 404 PERMIT. WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A PROPOSED IMPROVEMENTS 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 12. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA TRAVEL LANE. S SEWER LINE UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE ROUGH GRADING PLAN. CRITICAL FACTOR. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 13. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. BEFORE CONSTRUCTION BEGINS. SD STORMDRAIN LINE U ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY LLJ 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A FROM ALL BUILDINGS. TRAFFIC CONTROL NOTES PI PRESSURE IRRIGATION LINE O STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 14. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING SEWER MANHOLE CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE DEVICES" FOR STREETS AND HIGHWAYS. � WATER VALVE PUBLIC WORKS INSPECTOR APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ® WATER METER SEWER REQUEST OF THE AGENCY AND/OR THE ENGINEER. ITEMS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF FIRE HYDRANT 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. W / SINGLE WATER SERVICE ID 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER GRADING NOTES THE EDGE OF THE TRAVEL WAY. W DOUBLE WATER SERVICE Q ID MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. 0 z THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR DRAINAGE ARROWS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION ACTIVITY WITH THE EPA. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE uj 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS O Lu WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE = J CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO s s s SANITARY SEWER LINE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. J Q 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO W W WATER LINE Q ID C EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. G CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF c c G GAS LINE O z ROADWAY PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER z STEERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES °P °P OVERHEAD POWER LINE (, 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY , - O CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO Gi Gi GRAVITY IRRIGATION LINE Q VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. � SEWER MANHOLE U PIPE ZONE. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. wv WATER VALVE z ujPLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS � C N PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER G 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® Q uj 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE SUBGRADE, AL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT > O CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE �Q� POWER POLE THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. FROM DEQ PRIOR TO ANY DEWATERING. m POWER BOX DEMOLITION NOTES 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE DRAINAGE EP EP- EDGE OF PAVEMENT INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30 FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION CONSTRUCTION. Ec Ec EDGE OF GRAVEL Q AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL G WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND G REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC0 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. U DURING DEMOLITION AND REMOVAL OPERATIONS. z 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 _ EXISTING GRADE CONTOUR uj MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE m 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR FINAL ACCEPTANCE. (i REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL X EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE m PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45' PROVIDED THE PIPE CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 0 M UTILITY NOTES 12 CONTRACTOT ON HALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO N O N 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE " IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G g A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY N Z REGION (334-2190). BOISE,IDAHO 83713 (� Z 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 z SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com _ a COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. RECORD DRAWINGS DESIGN BY: LCK 3:3 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DRAWN BY: LCK QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS Z TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS DATE: DECEMBER 2023 IO TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD PROJECT: 22 144 ID s GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. g THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C1. 1 BEFORE APPLYING IT FOR ANY PURPOSE. w N N 2 SHEET LEGEND FSS\pNAL fNG 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION o� �CENSF10 'D STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE 8 ,n> 121412-3 o Q GRADE BREAK OF \NS�Iv /V C. K - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: M M M M M M M STA. - ROADWAY STATION FROM CENTERLINE ^' CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE `" m Ln 10 PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT F R - STATION OFFSET RIGHT z TBC - TOP BACK OF CURB g RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER ou MA - MATCH EXISTING Ln Lu F SW - SIDEWALK z ? < w EP - EDGE OF PAVEMENT w 2 LA 2 FL - FLOW LINE z z 2 2 2 TOC - TOP OF CONCRETE L ,Z 20 z o J o HP - HIGH POINT N 2 2 u 2 W z w CR - CURB RETURN a LD a POC - POINT ON CURVE w W Z o o N Q N 0 INT - INTERSECTION a o 0 o z PRC - POINT OF REVERSE CURVE Lu a o a a - `� z w 2 = z a z SHEET NOTES Q o 0 w 0 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 2 NOTES. °6 a a B. SEE SHEETS C2.7 AND C2.8 FOR PAVEMENT MARKINGS 2 d AND SIGNAGE. z m _ _ I C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET SECTIONS. N m Ln z D. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. SEE ROADWAY PLAN E. SEE SHEETS C9.0 AND C9.1 FOR STREET LIGHT PLANS. - - - - - - - - - - - - -I- - - - e� SHEET C2.1 _ - -"PI 4"PI 4"PI 4"PI - - - i i 82.47 TOC F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO _ 4„PI� - - 4'PI� - - _ -�4'PI�- - _ 4 PI I I- - J - i +80.88, 3 R/W R� 4Pj - - - - - - - - - - - - - - - - - - - - -� - - r - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - TOLERANCES WILL BE ALLOWED. 4 Pam_ s° 81.95 FL G. ALL STATION AND OFFSET LABELING RELATED TO EACH (,° 1 1 +67.918227.40'L ° [+80.88, 24.30'L SPOT ELEVATIONS ARE REFERENCED TO THE ROAD w ALIGNMENT. ,D 82.1 f MA_,,4- - H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS O II Asa +67.86, 19.64'L 6 82.0± MA MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE I I 12 sD 12"sD 12"sD +89.48, 19.50'L RIGHT-OF-WAY PERMIT. +00 4+00 12"sD- �2..SD 12^sD 12'sD 6+00 7+00 8+00 00 12"sD 12"sD 12"sD - 1 I 0 �z sD - -_12"�„ - 12"sue-12'sD - -0� - - - 1 - �- - -1 - - --4 - � - I 'T� I CONOTACTOAC DCEMENT INSPECTTIF ANY ION FOR PAVEMENT ERIFICAT VERIFICATION OF 12'S D 1 " 81.9f MA 82.00 LIP N 81.8f MA 81.9f MA 82.06 LIP 81.88 FL 81.9f MA COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 81.90 SW/PC +53.31, 19.50'R +98.81, 25.50'R o +44.31, 19.50'R +98.36, 19.50'R +43.86, 25.50'R +80.89, 24.20'R +89.36, 19.50'R MARKINGS. +55.46, 34.40'R 82.2f MA Mo 1 5 82.28 CL/GB g2.2f MA 82.3f MA 82.35 CL/GB 82.48 TOC t�ly 82.3f MA CID +98.81, 34.97'R +43.86, 34.97'R +80.89, 32.04'R 0 Ln -O - +53.32, 23.50'R - - - - - - - - +44.31, 23.50'R +98.36, 23.50'R - - - -- - - -_ +89.36, 23.50'R g z - 1 1 b\ - Q Q ` -°°-• d a ° 6 6 s ° < ° 6 o I 6 - a B KEYNOTES ® O 0 8 1 - - 1 1 4 � 1 � - - ao ° -s s 4s - - e 10 5 � ° r 4 <� � � �4.95%"� � � �°4.21% � z � 3.65%-� � �0 4.00% -p 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD h u' s w ;l O8 Q' R, Rya i� 82.42 SW/AP v'� 0 ° o• 82.42 SW/AP w w 82.52 SW/AP 1 0 SUPPLEMENTAL STANDARD DRAWING SD-701. °c�° +51.28, 36.50'R +46.35, 36.50'R z +96.32, 36.50'R 82.49 SW/AP _ Q O z EG J EG Of-EG EG EG EG EG EG to EG EG - EG EG EG QEG EG EG EG EG EG EG- -EG E E 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD EG E 81.45 SW PCC 81.69 SW PT 82.24 SW/PT 3 Y J 82.96 SW/GB 82.66 SW/AP 3 +91.39, 36.50'R SUPPLEMENTAL STANDARD DRAWING SD-702. Q 81.09 SW/AP / / w = Lu -EG +20.67, 37.47'R +82.76, 31.17'R +21.22, 31.66'R +06.34, 36.50'R 7 3 a +71.34, 36.50'R +08.22, 43.83'R �I I� I 3 82.68 SW/AP J AEG 82.62 SW/AP 'n w 82.69 TOC_ II - +79.49, 43.83'R 3. INSTALL TRANSITION TO 3" ROLLED CURB AND GUTTER. J Q 81.0f MA EG�EG EG EG EG EG EG EG EG +63.18, 43.83'R EG G LIS E G EG EG -EG � � EG EG EG EG EG E E EG EG G __ Q +10.10, 41.15'R � 1 82.57 SW/AP g +16.22, 39.83'R 7 82.73 TOC Q LJ..I EG 82.67 TOC o KENNEDY LATERAL 82.35 FL o 4. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL m \ �C EG- �0 +34.45, 43.83'R IU I +71 45, 39.83'R STANDARD DRAWING SD-709. 1 +71.18, 39.83'R EG N - - - - - - - - - - - - - - - - - - - - - - - - +25.62, 39.83'R - - - - - - - - - - - - - - - - - - - - - - - 82.20 FL- - - - - - � -� -I - - 82.60 TOC - - � - � - - � 82.35 FL O z O °� I +26.45, 39.83'R 82.67 POC- - +62.05, 39.90'R 5. INSTALL 4' WIDE VALLEY GUTTER PER ACHD U J _ - +80.58, 39.83'R +27.88, 48.17'R SUPPLEMENTAL STANDARD DRAWING SD-708. Q Q 82.60 POC - - - J 82.20 FL ` - ` - 82.67 POC - co _ - - +82.84, 48.17'R +17.05, 39.83'R +59.83, 48.17'R 6. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O 82.53 CL 8 82.60 CL/GB STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES - U +98.81, 48.17'R 1.4O 9, 48.17'R +43.86, 48.17'R PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q W SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) z G Q AND SHALL BE COLORED 'TRAFFIC YELLOW. Q G 7. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. Q 0 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM Q W. C O 6 A LT D R. PLAN WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO O BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. 0 30 60 90 8. INSTALL PRIVATE DRIVEWAY SECTION. 2.5" OF ASPHALT Plan/Profile Scale: 1" - 30' PAVEMENT (ISPWC, SECTION 810 CLASS III PLANT MIX), Q 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE, 10" OF C 6" MINUS PIT RUN SUBBASE. G U z Lu m 0 a X N N u V a n 2 Z O Q V m N O N N s E N G I N E E R I N G z 5725 NORTH DISCOVERY WAY N Z BOISE,IDAHO 83713 PHONE(208)639-6939 Z 3 RECORD DRAWINGS kmengllp.com - a3 DESIGN BY: LICK THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED o UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q o INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LICK PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q D HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C2.0 BEFORE APPLYING IT FOR ANY PURPOSE. U N I.0 N 2 SHEET LEGEND 82.56 CL/GB QC� ° \ANAL f 82.70 +76.07, 52.521E / s \rENSFNc�'G +61.35, 52.63'L 82.79 CL/GB ti� �ELE. & DESCRIPTION FINISHED GRADE ELEVATION o D 82.47 LIP/GB +76.07, 40.951E C' STA., OFFSET SIDE CL m m +61.03, 41.061E 82.70 s - - 82.37 FL +90.80, 52.631E 1.50% FINISHED GRADE SLOPE 12/1F/23 0 +55.35, 34.011E 82.63 LIP/GB 82.91 TOC +91.02, 41.341E +46.35, 34.001E 6 82.57 FL I \°a ti / yC� qTF 0f \�P �� 82.4f MA 82.06 GB A I � �� s Q GRADE BREAK K\NS +96.80, 34.011E +00.00, 23.501E 501 82.72 PC 83.17 TOC\ �- - - - -+32_87, 23.501E - o \tip �i - - - - - - - - - - SAWCUT LINE s ®� + +05.80, 34.001E RIRR 82.48 GB LLLI/w - - - - 82.37- - - -' - +25.00, 23.501E +50.00, 23.501E D4 O RR 83.08 PRC N s° R/W R/W R ---R- -- R ---- R--- - 1W R---- Rr--- +19.28, 23.50�L 1-5 o. 7W o N m --��-- --- --------=- ---- s pc� � o Mj R - 0 83 90 LIP/GB ° Q. 11s"sD 18"sD 1s"s 1 "sD 1s"sD 1s"sD 5.86% O• °' a R/W 83.42 POC +86 12 30.851tiy s / CIVIL ACRONYMS `- -- 0 6.47% s ° �R/W Qf +00.00, 23.501E 84.20 TOC ° 2 / s s R v<o Q s Q / ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 83.84 POC +68.83 32.131E s 4 ° R � FOLLOWS: 0 1 4 -R 83.69 FL Z / O +00.00, 23.501E - o f 82.49 LIP GB Lu N N N N N N / 3 R +67.33, 23.361E s / STA. - ROADWAY STATION FROM CENTERLINE 12"SD / Q o rl N l� m In rn 19 0 0.42% 0.82% N 11+00 +76.07, 25.501E 2 R, 84.05 POC GB a / CL - ROADWAY CENTERLINE o N M N N 0.42%0 12+00 �`' c7 / PC - POINT OF CURVATURE \" m "' Ln 1D - - � f-- � 13+00 ° +49.26, 23.501E ° � 1 82.4f MA J ss o �- 1_ - - - - - y _ o �� - - - - - a° PT - POINT OF TANGENCY 1111 _ 82.50 CL/GB 0 W. COBALT DR. 0.427° b�° � �`�' � ELE. - ELEVATION +00.00, 0.00' o - O �� o Rom' s / L - STATION OFFSET LEFT F+25.00, 0.061E O 1 14+0 o s ` "" wv 0 N 1 Rey ,� / R - STATION OFFSET RIGHT w pd pd s s° 'R oy y TBC - TOP BACK OF CURB g ` - - _ I I - a - - - - - - - - - - - - - - - - - - - - - - - _ _ �� / / /�, LIP - LIP OF GUTTER u o �° s / MA - MATCH EXISTING F w F a a N �S�'p0 ^ / 83.88 LIP/GB SW _ SIDEWALK N z w w S° e ° \YL/ °d ° d a Il ., h' EP EDGE OF PAVEMENT c� Lu Ln 2 p ° RnN R 82.08 CL B RnN R/1N R/W R R R/W R/W / /W R/W R�yy�R� a 4 1 4 '-° 1 ° / i FL - FLOW LINE z w F F 2i Z / 82.39 CL 82.74 CL PC _ +47.89, 32.421E EG +76.00, 0.00' m_o +32.87, 0.00' /W a _ 0 7 6% �- o z u _ u EG EG-+50.00, 0.00' EG � I� EG �^ 83.10 CL/POC a W R -R/W \ "� 84.22 TOC TOC - TOP OF CONCRETE O z 0 z o a o Ln u 2 w z a +58.77, 36.011E HP - HIGH POINT a 82.4f MA ' 82.06 GB _ oI I 82.72 PC EG EG- (+� �` a ° „ ` do / a \ \ \ CR - PO NB RETURN ui ON CURVE c7 u w O -Z�_ 83.44 CL/POC a 0.60 30' 83.71 FL w z o o N a N I� I 82.37 +19.28, 0.00'-EG �u R / _ t o g LL, g Q o a +00.00, 23.50'R +76.00, 23.50'R +32.87, 23.50'R 2 �EG EG Ecl +50.00, 23.50'R I I A 83.08 POC W EGA +00.00, _0.00' 2 q ° R �\° - a o -EG EG EG EG-U- J \ „� +58.78, 26.001E INT - INTERSECTION o o z z 82.48 GB U-EG EG EG EG �19.28, 23t50'R EG 83.42 POC EG ^ �Ry _ �6'`pp �� v� 5 \ PRC - POINT OF REVERSE CURVE u a u a " a +25.00, 23.50'R M in �n +00.00, 23.50'R E� 4 \ / q2% \ g a o a Cr a w N � S_Ec R - '� 1 4 84.08 PC/GB SHEET NOTES z o z - - - - - - - - - - - - - - - Ec 83.86 CL/POC 2y a - 0 - - - - - - - - - _ ° ° 84.44 CL/INT/GB +71.96, 23.50'L\$ o w o - - - - - - - - - - - - - - E 84.06 CL/POC/GB �\° +12.68, 0.00' sp A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD - - - - EG ° �\ ° ^� 9 �\° 84.09 C L SEE DETAIL SHEET C2.9 - 83.84 POC +49.26, 0.00' "� \ p oo \ < Ec CO* R3 +71.96, 0.00' NOTES. a - �Ec +00.00, 23.50'R F� 84.05 PCC/GB A �`V \ `Ec +49.26, 23.50'R B. SEE SHEETS C2.7 AND C2.8 FOR PAVEMENT MARKINGS a 7 `EG 83.71 FL \ �° / I AND SIGNAGE. z KENNEDY LATERAL __-',+60.43, 24.95'R ° \\ �? 4 0 6 0 / / C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET 84.25 TOC / ° SECTIONS. N m Ln �o+59.16, 33.38'R a o / D. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 84.08 E. SEE SHEETS C9.0 AND C9.1 FOR STREET LIGHT PLANS. / +71.96, 23.50'R� J(D° 5 // F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. 83.71 FL / a +58.78, 23.82'R / / G. ALL STATION AND OFFSET LABELING RELATED TO EACH u 84.23 TOC SPOT ELEVATIONS ARE REFERENCED TO THE ROAD LJ..I / +58.77, 32.28'R > / ALIGNMENT. I / SEE ROADWAY PLAN / /ao'' o~ NSLLERS O SHEET C2.4 H. FOR BED BONDED IVISION SWITH INSTALLERS;IGN ACHD AND OBTAIN A INO-CHA GE RIGHT-OF-WAY PERMIT. W. C O 6 A LT D R. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS >_ CONTACT ACHD INSPECTION FOR VERIFICATION OF Q 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Q Ln Q z KEYNOTES ® O Q LL, 2598 2598 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701. O 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q O z STANDARD DRAWING SD-709. = uj Q 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD J Q Z 2595 2595 SUPPLEMENTAL STANDARD DRAWING SD-708. Q M W Q 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC C0 Z > Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O J PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES U Q Oo SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE _ N N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) DC AND SHALL BE COLORED 'TRAFFIC YELLOW. Q 2592 � + 2592 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE Q W - J 0 00 II PER ACHD SUPPLEMENTAL STANDARD DRAWING Q O II II SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Z G Q m 0o N o ¢ � ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE Q G 0 + o+ + L o N� N o DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. U + Z L 2589 II II Y N Y Ln 2589 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD Q 0 Q o II w II o' SUPPLEMENTAL STANDARD DRAWING SD-1132B. Q N,n Q m U m BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM v)11)Ci N mo w II w w w II WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. `1 � N ci Q w z w Q PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO w c`nv N 00 0= � w BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Of �6 N c9 w m of c� w II 2586 o II > W II 2586 Lj CAW (�w < J C�W FINISHED GROUND 0.60% -0.60% U z 2583 0.42% w 2583 00 0.427- -0.82% m \ X / N N 2580 / - 2580 m � - z 8 I EXISTING GROUND m 0 2577 1 2577 N s E N G I N E E R I N G z U 5725 NORTH DISCOVERY WAY N Z EXISTING GROUND CENTERLINE N BOISE,IDAHO 83713 g 2574 FINISH GROUND CENTERLINE 2574 PHOkmenglNE 81p6e391n6939 z RECORD DRAWINGS o DESIGN BY: LCK }3 N o � N � n r) 0 u- o 7 c0 0o o M r7 a [ r7 [ I� a0 rn rn O M ( 0) ao � o r7 00 THIS RECORD DRAWING HAS BEEN PREPARED IN PART B ASED N O N r7 � co I- 00 6) M o � ico I- 00 00 UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK ON r r r r 00 00 00 0o o7 00 N N (j 00 LO a0 0 ao Op r7 � Oo ao ao 00 ao INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN 0 00 00 LO 00 co 00 00 00 00 00 00 00 00 000 ao 00 00 0o 0 00 0 0 o In � � � � � � � � u') u') 00 N NN N N N N N N N N N N N N N N N N N N N N N N N N N PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS LCKNOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE � m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY a BEFORE APPLYING IT FOR ANY PURPOSE. C2. 1U N I.0 N 2 SHEET LEGEND SSAL fNG ENS TOE_ Tur- � DRISTION FINISHED GRADE ELEVATION F�0 D TO 70E TOP TOP STA., OFFSET SIDE T E- Top_,TOP dO1�dO1 rO�_,TOP - d01 d01 301-Ol- 1.50% FINISHED GRADE SLOPE 12 �/23 0 -dol_ 3o10 T a _dO1�d0 301 ° a OFQ 3Ol 301=301� GRADE BREAK 301 CY, - - - - - - SAWCUT LINE P � �J z0 � � 0 � 84.1 f MA I III I •� � / 2 I +34.53, 45.50'L I 84.1 t MA Q oy 84.5t MA +45.53, 45.50'L I �o a X I I +21.53, 43.50'L 84.6t MA � I / CIVIL ACRONYMS 0D 83.95 FL +47.53, 43.50'L 90 Cl 2 oy ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS A 84.02 FL n +19.70, 34.001 C FOLLOWS: r +49.37, 34.00L r m m n 84.27 TOC 6 STA. - ROADWAY STATION FROM CENTERLINE o I rT 84.47 TOC o CL - ROADWAY CENTERLINEo . , . L 84.35 TOC +78.40, 31.50L N m m m m ,n �O - - - - - -84.4f MA - - - - - - - - - - - - - - -83.29 AP/GB - -U,- - -o- - - -83.64 -- 84.07 PC - - - - +57.91, 34.00'L cn ooe 83.91 83.47 PC - POINT OF CURVATURE _ - - - _ 83.91 FL PT - POINT OF TANGENCY +00.00, 25.06'L - - - -+16.59, 23.50'L- - -� +00_00, 23.50'L - _ - +01.53, 23.50'L - - - I R 23.001 +00.00, 23.50'L +00.00, 23.50'L ELE. - ELEVATION +78.40, _ - - - - - - �,n-o -o R/w R/w R/W /W R/W R R/W /W R L - STATION OFFSET LEFT 4° 2 Im R STATION OFFSET RIGHT z 3.68% o' s 3.93% Q o ° 301 3 a TBC - TOP BACK OF CURB g (� RIM - RIM OF STRUCTURE 1 4 3 4 4 84.00 LIP/GB w r , LIP - LIP OF GUTTER ou 1 U MA - MATCH EXISTING N F F m O o y�No- 83.79 LIP +83.40, 21.50'L y o SW - SIDEWALK z w U w ' EP - EDGE OF PAVEMENT cn N g Ln 2 +34.53, 25.50'L / o a "' "SD 12"sD i2"sD 12"sD 12"SD-1.00%'--"sD 121s�90 `V 12+00 S. BENCHMARK WAY 13+00 0.42% 14+00 1 15+00 0.43% `V 16+00 w FL - FLOW LINE z w z o _ _ _ - - - - - - - T - - - - - - . - T TOC - TOP OF CONCRETE Lu z o z o J u nc-� �g4.2 Lu �2 CTl\ 84.43 CL/GB y w HP - HIGH POINT N g o W o_ n o o a o r , POC - POINT ON CURVE ID a c7 u o m o I o I +83.40, 0.00' ti I o ' V = w " o o �' Q I t CR CURB RETURN � Q a +34.53, 0.00' - z N a N .ZL `� 1 4 1 N � (� INT - INTERSECTION o 0 0 o z D4 D4 OO PRC - POINT OF REVERSE CURVE w a a a w z w 84.5f MA 83.31 CL/GB 83.66 CL 84.08 CL I o G w SHEET NOTES z z> G o a y Q � 0 +00.00, 0.00' +16.59, 0.00' +00.00, 0.00' +00.00, 0.00' ° a , ti , ° _ °y s/yy �/yy 2 4 y A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 84.3f MA O 83.29 AP/GB - - - 83.64 - - - - - 84.06 ° y ° • NOTES. a - +00.00, 23.88'R +16.59, 23.50'R o m p +00.00, 23.50'R +00.00, 23.50'R ° -� - - - - - - - ° -�-�- - - - - - - - - - - - - - - - - - - - - - - - a � / 84.00 LIP GB o °�° 83.92 CL 83.49 CL B. SEE SHEETS C2.7 AND C2.8 FOR PAVEMENT MARKINGS a ______  - - o- I _ - _ - _ _ - - _ _ _ _° / +83.40, 21.50'R - o I +00.00, 0.00' +00.00, 0.00' z AND SIGNAGE. 91 83.91 FL I I 83.47 ° `� - - - y a - - - - - - - - - - - ® J J �, +00.00, 23.50'R +00.00, 23.50'R C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET - - - -- - - - - - - -TEE ° - - - - - ° - - - - - - - - - - v v- - - - - - - - - - - - - - - - +78.40, 23.00'R c� v SECTIONS. o N m n i. 110, p TOE TOE 84.51 TOC ,n _TOP Lq-r-DE TOE TOE TOE TOE TOE TOE 1 R TOE TOE TOE TOE TOE +78.40, 31.50'R TOP T T P Z T N �+ TOP roP TOP TOP TOP TOP TOP N D. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 24"GI 24"GI 24"GI TOP 24'GI 24"Gf°P 24'GQ 24�1 2T1G1-- 4�'� 2�"Gf- 4 Gar 4 GII SEE DETAIL SHEET C2.9 E. SEE SHEETS C9.0 AND C9.1 FOR STREET LIGHT PLANS. TOE TOE TOE TOE SEE DETAIL SHEET C2.9 I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH U I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD uj ALIGNMENT. --I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS O MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. BENCHMARK WAY PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS >_ CONTACT ACHD INSPECTION FOR VERIFICATION OF Q 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 Q zw KEYNOTES ® O Q _j ILL 2598 2598 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 0 SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q O Z STANDARD DRAWING SD-709. = L u Z 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD J Q Z 2595 2595 SUPPLEMENTAL STANDARD DRAWING SD-708. Q W Q 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC m Z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES U Q C Q o SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE o (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q 2592 + a, M DO + 2592 AND SHALL BE COLORED 'TRAFFIC YELLOW'. DC - = CII + II II z "' Q j N � Q II `� 00 00 z Y o�0 00 00 2589 N o N N 2589 Q 0 w W II Y0000 W LLI II II Q m Of J m ~W J I.J� O W II Z j W W - N Of 2586 CD /��� 2586 Q FINISHED GROUND - - - - - \ - J - .43% z -1.00% - - - 0.42 - - - - - - - � ` - _ LU 2583 2583 pp - - - - - - - - - - - - to X EXISTING GROUND N 0 u 2580 2580 m STORM DRAIN SYSTEM a z 0 z a m 0 2577 2577 Icrn N N s E N G I N E E R I N G z 5725 NORTH DISCOVERY WAY N Z EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 g 2574 FINISH GROUND CENTERLINE 2574 PHOkmenglNE 81p6e391n6939 z RECORD DRAWINGS - 3 DESIGN BY: LCK r r r r o r� co 00 r� c4 0) a0 V) N rn (D r) o THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED a O V) O O V) M M N I� � 00 c0 00 M OLO N O) c0 M c0 I� O O N �`� O O r cD LO 3 �[i ui M ri cal N N N N UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK a 00 00 00 M 00 M 00 M 00 M 00 M) ul 00 M 00 M 00 00 00 00 00 00 CO 00 00 00 00 00 00 00 M M 0o M FO M FO M 0 � ul 00 00 00 00 00 00 00 00 00 00 00 00 u) LO LO LO ao 00 LO 00 00 00 0 00 LO CO LO CO INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN ul LO `o 0 `') � � CHECKED BY: LCK N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE � m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C2.2 BEFORE APPLYING IT FOR ANY PURPOSE. U N I.0 N 2 SHEET LEGEND FSS\pNAL fNG Io I01_ STA., OFFSETDDESCRIPTION TTION FINISHED GRADE ELEVATION o� �CENSF10SIDE ti _+ Q Lu 1 1 1.50% FINISHED GRADE SLOPE 8 Q ,n 12/4123 0 > OF \QP� Iv QI I 1 gA GRADE BREAK K\NS� I I C. I I - - - - - - - - - - SAWCUT LINE Lu SEE ROADWAY PLAN > I 1 SHEET C2.6 � I I -I I 90 CIVIL ACRONYMS � I 81.63 PC I I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS I � +33.46, 23.50'L FOLLOWS: C 82.22 PT 82.87 POC/GB STA. - ROADWAY STATION FROM CENTERLINE 1 Qo 1 81.61 GB RR 1 IdR \ d D4 +89.38, 23.50'L Q o ^' ^ m - Qj IR '--` 1 IRR I +28.96, 23.48'L ° _ +30.47, 23.50'L CL - ROADWAY CENTERLINE o \ - - - - - - - - - - - - - - - - - - - - - - - - A PC - POINT OF CURVATURE `� m ' D 83.04 D4 82.60- - Cn 0 82.17- - 81.73- / - 82.24 PC/GB +00.00, 23.50'L I +00.00, 23.50'L +00.00, 23.50'L +00.00, 23.50'L 111I 1 ' +34.38, 23.50'L `n PT - POINT OF TANGENCY R/W R I R R R R --. ----- - - ---. ----- ---- - -- ----- ---- ----- ----- ---- R/W n j0r p R R E. _ N EL ELEVATION (y i s"s i s"sDa a"sD i s"sD i s"SD ° a^sD 9 a�sD a�sD ° sD o /w L - STATION OFFSET LEFT F i 2 a ,�"SD $" 1 + 1 2 R/W- _R�_ R STATION OFFSET RIGHT w • N ' �� TBC - TOP BACK OF CURB g RIM - RIM OF STRUCTURE Z U LLJ N O- • - LIP - LIP OF GUTTER MA - MATCH EXISTING N w ' 1 0 1 I 3 1 0 1 Z V SW - SIDEWALK z a z J 17+00 0.43% 0 18+00 19+00 S. BENCHMARK WAY 0.43% 20+00 21 00 0 1 FL - FLOW- EDGE OF PAVEMENT AVEMENT c� Z w g 0 2 y N y 0 N L Z w F 2 F 2 Z 0 W 22+00 J I� O z 2 Z o Q o = W - - - _ TOC - TOP OF CONCRETE W 0 W U _j U U 0 1 - , W HP - HIGH POINT N 0 2 U 2 W Z o I o 1.68% W LD CR - CURB RETURN w W o Lu o u u ' o o ( , POC - POINT ON CURVE - a U c7 U o o (n �g 1 N 1 , Lv PRC - POINTS OF (REVERSE CURVE ON U a U Q Q A g I AM / Cr z LU cc Lw Q W SHEET NOTES a o o NOTES R/iN-�R° j�r a ° .ee..� {� 2 ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD ti . °� ° a 83.05 CL 82.62 CL o m b 82.18 CL 81.75 CL 81.62 CL/GB 81.94 CL/INT 82.25 CL/PC/GB ��- B. SEE SHEETS C2.7 AND C2.8 FOR PAVEMENT MARKINGS Q +00.00, 0.00' +00.00, 0.00' - I I +00.00, 0.00' +00.00, 0.00' +28.96, 0.00' +81.50, 0.00' +34.38, 0.00' _ _ - _ AND SIGNAGE. Z 83.04 82.60 82.17 81.73 81.61 GB p- - - - - - - _ - 82.88 CL/POC/GB +00.00, 23.50'R +00.00, 23.50'R J _j C +00.00, 23.50'R +00.00, 23.50'R +28.96, 23.52'R 82.24 PC/GB - -+89.38, 0.00' _ _ C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET SECTIONS. v v +34.38, 23.50'R 82.87 POC/GB � � - � �z `� `� "' � "' 10 � vi M +89.38, 23.50'R N D. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. SEE DETAIL SHEET C2.9 E. SEE SHEETS C9.0 AND C9.1 FOR STREET LIGHT PLANS. - - - - - - _ _ F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH u SPOT ELEVATIONS ARE REFERENCED TO THE ROAD w ALIGNMENT. --I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS O MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. BENCHMARK WAY PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS >_ CONTACT ACHD INSPECTION FOR VERIFICATION OF Q 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Q Q Z w KEYNOTES ® O Q 2595 2595 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 0 SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q O Z STANDARD DRAWING SD-709. = w Z 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD J Q z 2592 2592 SUPPLEMENTAL STANDARD DRAWING SD-708. Q w Q m > J O z 1 � U Q � a 00 2589 + N 2589 w Q II Q � PVI STA: 21 . z Q _ Q N N°'• PVI ELE 258582.42 cD z CO K: 0.72 < 0 o N LVC: 55.00 z W N " ° 2586 Q 0 w 2586 m � u N L 04 �1 II W M ONO 000 00 m ~ J + Lo + L J Z Ld N N O N � 0 W N N Li 1..1.LJ FINISHED GROUND m m w 2583 -0.4 % 1•6B% 2583 % 0.60% 0.60 U - 00 2580 - - - - - - - - - - - - - - - - - - - - Lu 2580- - EXISTING GROUND 0 a o a U) m N N N 2577 2577 m a Z 0 m 0 2574 2574 Icrn N N s E N G I N E E R I N G z 5725 NORTH DISCOVERY WAY N Z EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 g 2571 FINISH GROUND CENTERLINE 2571 PHOkmenglNE 81p6e391n6939 7 RECORD DRAWINGS 3 DESIGN BY: LCK o r 00 N 0) N 0) c4 M o rn LO M r- rn o THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED a u N O p 00 r- to N CV CV O 0 00 00 00 00 O I� N 00 r- c4 M N O 0 00 I� c0 00 O N 00 0 0 0 0 0 0 0 0 0 0 ai Oi Oi Oi Oi o UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK M M M 00 N N N N N N N N N N N Ki 00 00 00 00 00 00 00 Op 00 00 00 00 00 IO 00 00 00 0 ,n 00 ,n 00 ,n ao ao LO m L m L m V) 00 LO � m LO � LO m � 00 ,n ao LO 0 � 0 ul ao ul OC)0 ul m ul LO m � m ,n ao ,n m INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN N LO N N N N N N N N N N N N N N N N N N N N (V N N N N N CV N N N N N N N N N N N (V N N PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS CHECKED BY: LCK NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q 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 20+70 21+00 21+30 21+60 21+90 22+20 HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE � m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C2.3 BEFORE APPLYING IT FOR ANY PURPOSE. U N w N 2 j0 SEE ROADWAY PLAN / 84.19 SHEET LEGEND ro \ of \ SHEET C2.1 +16.65, 23.501 SS��NAL fNc 84.13 �F C E N S 0 i +31.65, 23.50'L �ELE. & DESCRIPTION FINISHED GRADE ELEVATION f� 0 84.22 TOC STA., OFFSET SIDE o \ �, r +37.65, 31.50'L F \ oA - - 1.50% 8 \ r °F _ - - 84.60 TOC p 84.17 TOC � FINISHED GRADE SLOPE °A of \ - _ - _ - - - - aw0 /+10.02, 34.76'L �o +51.65, 31.50'L 'r �,� 12/�F/23 �o Ec�m v! io•.z� 83.57 FL 9 qTF \�P r \ To - - 84.06 FL C� Of ° \ � - _ - AEG v 84.32 TOC +51.65, 23.00'L GRADE BREAK F \ r oo - - - - - c� -E r Iv � +1 1.06, 25.70'L +04.49, 32.31'Lz 84.02 y�� \N� o - r EG C m o ,/ NC. K �° o� F \ r - -EGA ►� Z� 84.69 PRC 83.76 FL ���� 1 '0 85.39 POC / -EG 0 85.12 POC =N m- / , +05.61, 23.48'L �o••Z1 i+57.65, .50'L- _EG m _+99.00, 23.50'L I +00.00, 23.50'L �o / ' - - - - - - - - - - SAWCUT LINE r\ +40.53, 23.50'L -EG"85.62 POC/HP EG m-� R/W / I R/W R/W R/W VG +77.50, 23.50'L �_EG-��-EG R =� 'R °, 83.90 LIP/GB 2 0 85.43 TOC/POC U'_�� -o °F F +34.62, 31.50'L / AEG 85.60 POC/GB ��91 R� R ° _ _ - +86.97, 30.67'L N . • ° KENNEDY LATERAL EGA v! /`N o _ _ _ _ ,9 cfl 4 1 84.83 FL/POC\ �G, +90.04, 23.50'L- (� TOF +34.67, 23.00'L / VG -R/W- . - 122% ����° ,�� 0.44% 83.62 FL i° U CIVIL ACRONYMS 85.21 TOC/POC / R/'N 2 - 3 3 \ +37.65, 23.00'L� ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS oq +21.06, 31.501E 0 c� . - - 1 0 0 c� �, t o /O f J FOLLOWS: Cq o 27+00 3 ' w 84.61 FL/POC 26+00 . o0+21.00, 23.00E S. BENCHMARK = A STATION FROM CENTERLINE N oo 25+00 CL - ROADWAY CENTERLINE r1i m N '84.99 POC 84.44 CL/INT/GB PC - POINT OF CURVATURE m " Ln1moD o \ o+15.1� L 0 43% +59.79, 0.00 7 PT - POINT OF TANGENCY R P \ �� 3 �� N "" ^" ° 1 ELE. - ELEVATION \ / 4 // 24+p0 �.03q �\ Ado 0.44% \ L _ STATION OFFSET LEFT z 83.89 POC /Rp 84.80 LIP/POC/GB cr �� I w R STATION OFFSET RIGHT +50.00, 23.501E / 4 o w TBC - TOP BACK OF CURB g RrN +28.65, 21.501E , e 0 . RIM - RIM OF STRUCTURE 2 0 1 - - 2 V) LIP - LIP OF GUTTER e w F R �O o � � - ' ' --� ,. R °w- R MA - MATCH EXISTING N Ln z � •� °o/ i� �OC/GB _ - - - - - - - - - - SW - SIDEWALK r w Q w85.23 CL/ - - - - - - - 84.16 o EP - EDGE OF PAVEMENT F w g LA 2 2 \ ' - - - 85.14 CL POC 84.67 PCC +23.64, 23.50'R\ FL - FLOW LINE W V) n a _ - +05.37, 23.50'R a i � � aai z Lu z � � � 0 a% 84.80 LIP/POC/GB i 2 �_ -N cw +00.00, 0.00_ - _ _ _ - - - - 83.74 FL \ TOC - TOP OF CONCRETE - Lu z 0 z O J v 1 6 � ' / - - - it o w J - 85.12 POC 84.07 FL +28.65, 21.50'Rr _ - - +1 1.65, 23.93'R HP - HIGH POINT o / +17.26, 24.82'R CR - CURB RETURN > U V a z a c� +00.00, 23.50'R 84.30 TOC 85.61 CL POC GB- -o ' I _dol-� do a o (D 0 os o o� f'� r - C I do-L POC _ POINT ON CURVE w W Z o o N Q N / / d 84.60 TOC I c I +12.66, 31.91'R- o 0 RPM �o� - INT INTERSECTION o = = z F z \ +90.04, 0.00' i o aol 83.88 LIP GB d U Q U - �-'j I - dO1�d01-� +18.53, 34.57'R - I I oy / °tom PRC - POINT OF REVERSE CURVE w a a a a 85.40 POC 85.60 POC/GB 0j dp °o� _ - - - J I I a +95.71, 31.70'R g = LL, a z s \ �1 >/ +41.16, 23.50'R +90.04, 23.50'R SEE DETAIL SHEET C2.9\ - - I y /aoy \ SHEET NOTES Q o o ° 84.83 FL/POC % 85.64 CL/POC/HP n °o I E I \ A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 23.00'R�dol +77.50, 0.00' _ NOTES. 06 11/ / 85.43 TOC/POC 85.62 POC/HP °\ II 00� +35.07, 31.50'R +77.50, 23.50'R y {` E- / a° B. SEE SHEETS C2.7 AND C2.8 FOR PAVEMENT MARKINGS a '�N.. 83.90 CL/POCK '` 84.60 FL/POC 0 / +50.00, 0.00' \o� - y AND SIGNAGE. z • ,83.89 POC \ �85.20 TOC/POC o - a� C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET ' J SECTIONS. o N m Ln � +50.00, 23.50'R \ o +20.60, 31.50'R o�\ I r / i 84.97 POC \ z d D. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. E. SEE SHEETS C9.0 AND C9.1 FOR STREET LIGHT PLANS. / \ EG d01 \ of �dol�d01- F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO \ F TOLERANCES WILL BE ALLOWED. °A o G. ALL STATION AND OFFSET LABELING RELATED TO EACH U o \ \ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD LLJ q ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS O MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. BENCHMARK WAY PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS >_ CONTACT ACHD INSPECTION FOR VERIFICATION OF Q 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Q Q Z w KEYNOTES ® O Q 2598 2598 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 0 SUPPLEMENTAL STANDARD DRAWING SD-701. 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 0 O Z STANDARD DRAWING SD-709. = uj Z 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC J Q Z 2595 2595 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Q 0 W Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES \ SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE m 1 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) O z O AND SHALL BE COLORED 'TRAFFIC YELLOW'. U Q Q 4. INSTALL 14' WIDE CONCRETE DRIVEWAY APPROACH PERACHD SD-710. 5 2592 + 2592 INSTALL TH CKENEDACONCREDTE ARD SID WA KGADJJACENT TO G PVI STA: 23+5 .35 N DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4"OF 0 W - Q PVI ELEV: 2585.74 II 3/4" MINUS CRUSHED AGGREGATE. z K: 29.00 Q LVC: 61.39 v~i U N HI H PT. STA: 23 77.50 0 zo� Z 2589 ,ri H GH PT ELEV: 2 85.64 0 6 �00 2589 Q 0 w M N N N II Q m N LEI N W � 0 U > VU i,J Z w I.L m m m 2586 FINISHED GROUND 2586 Q 0.43% 1.68% - � - - - - -0.42 ° U Lu 2583 / \ 2583 co 1 - - - - - - - - - - - - -- - - - - - - - - - - - - - - to m EXISTING GROUND x N N 2580 2580 m a Z 0 m 0 2577 2577 N N s E N G I N E E R I N G z 5725 NORTH DISCOVERY WAY N Z EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 g 2574 FINISH GROUND CENTERLINE 2574 PHOkmenglNE 81p6e391n6939 z RECORD DRAWINGS - 3 a DESIGN BY: LCKTHIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASEDo 0 o 7 un o ao o M M a N C14n �n On o N N N N N N N N N N N o of a� UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK rj r i u i LO L6 Sri Sri Sri 4 4 4 r i a o0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 a0 I- r- o 3 00 00 00 00 00 00 ao 00 Ln 00 00 0 00 0 00 0 00 Ln 00 � Ln ao � 00 � 00 INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS CHECKED BY: LCK NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 0 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 27+60 27+90 HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE � m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C2.4 BEFORE APPLYING IT FOR ANY PURPOSE. U N I.0 N 2 GI SHEET LEGEND o r \ oq / SZ� kFS LENS 82.94 CL/GB 0O of � / ®/ ° �ELE. & DESCRIPTION FINISHED GRADE ELEVATION o \ f \ o,0 83.77 TOC STA., OFFSET SIDE / +89.79, 41.26'L Q +26.67, 31.50'L osz� 1 50% 8 82.96 0 0 / FINISHED GRADE SLOPE 12/�F/23 0 +05.29, 53.50'L �, �, i 83.17 FL � 82.81 CL 82.62 LIP/GB �, 'O o +26.67, 23.00'L Q +89.79, 53.50'L 83.69 TOC �o ` ii / / Fq y� 4 0f \�P +05.73, 41.26'L ° .� \ GRADE BREAK y C K\NS +11.54, 31.50'L ti 83.68 POC o � 82.93 82.51 FL \ +33.15, 23.50'L \ �� +74.29, 53.50'L +1 1.84, 34.00'L 8 23. FL +1 1.54, 23.00'L o �o,0 83 7f MA � \ 83.54 POC o _+40.66, 23.50'L - - - - - - - - - - SAWCUT LINE 82.77 LIP/GB 83.05 TOC �" F \ \ +73.86, 41.26'L +21.40, 34.00'L o ,- \ +05.06, 23.50'L z � 90 82.71 FL I 82.85 PT 83.26 POC - C +67.74, 34.001 +35.29, 23.501 +50.00, 23.501 ko'x` 83.32 TOC 82.78 PC/GB _ ,��.z` -` CIVIL ACRONYMS j +58.19, 34.001 +53.85, 23.501- ' 83.84 0 83.24 PC ' ' �o••z�' �� %� __ T 5 \ +00.00, 23.50'L I +44.29, 23.50'L D1 Z�� cn -R '%' i \ \ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS Z1 i o a 10 - o o q\ \ I� / \\ FOLLOWS: -lo..zL lo..z� I°.,zL I°.,zL-U! �o.,zL I°„zL io„zL io„ io„ ioo. „a� °� o , \ REFER TO M M M M M N M _ ocs! °F BENCHMARK WAY o \ STA. - ROADWAY STATION FROM CENTERLINE o N N � m R R R R Re/� R R/� R/� 1 O R -RCS ="F��'�$"� \ q \ CULVERT PLANS �' °�`` CL - ROADWAY CENTERLINE o /^ /^ /^ /^ /^ /^ /^ 1 Ln l is 2 ���� \ ° N M Ln Ln lD 2 o 1 r, � \ \ \ PC - POINT OF CURVATURE 6.38% o 1 s 5.69% 0 3ZkOp o o A\ \ \ \ PT - POINT OF TANGENCY N \ �° o \ ELE. - ELEVATION w ' c° \ L - STATION OFFSET LEFT F Lu Z 4 / \ \ R - STATION OFFSET RIGHT z U o 1 8+00 00, 23.50'L 4 3 8+89.79, 21.50'L 1 0.50% \ i \ TBC - TOP BACK OF CURB J ' oN S. BENCHMARK WAY sQ 31+00 ® o �i A � \ \ RIM - RIM OF STRUCTURE o w 28+00 29+00 0.42% 30+00 0.42% F 83.7f MA y LIP - LIP H GUTTER N _ - "� -A .� \ +40.66, 0.00' `c \ / MA - MATCH EXISTING F w F = W I o \ \ SW - SIDEWALK F w a w U �83.06 CL/INT i 83.7t MA i \ \ \ EP - EDGE OF PAVEMENT F w gLA 0 1 +89.79, 0.00' R 'o '+40.66, 23.50'R i FL - FLOW LINE z w F Z 1 1 1 O o \� / TOC - TOP OF CONCRETE O_ Z o Lu o J o QN D�4 a� \ \ HP - HIGH POINT N 2 u 2 z w oo \i/ �o" °o \ CR - CURB RETURN W oU a Q o Q �� POC - POINT ON CURVE a o o o < o G - \5 -A \ INT INTERSECTION = = z " z o x x o ��R/W 83.27 CL/PC o \ 2 PRC - POINT OF REVERSE CURVE Cr U a U a `-` a R/w /W R 2 R Raw R/aer R/W R/W R/w R/`W R%w 2 �R_ _ _ _ _ �- +50.00, 0.00' 1 �° \ o o� o a o a Cr a Z - - - - - -- - - - -���- - - - - - - - - - - - - - - - - - - - - - -- .P 83.26 POC d_ �� \ SHEET NOTES o OL dol o \ F 0 Q 83.86 CL o m 0 83.44 CL T 82.97 82.79 CL/PC/GB +50.00, 23.50'R---/ do \ O� \ O w o +00.00, 0.00, - of I +00.00, 0.00' +06.79, 23.50'R +53.85, 0.00' v! doi/� A \ \ \ y� \ A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 2 83.84 j 83.42 82.52 FL 82.78 PC/GB dolma /d°i 2 NOTES. a +00.00, 23.50'R C +00.00, 23.50'R I n0 I +00.79, 23.00'R +53.85, 2dOl�d� d 1-doi \ \\ oq �' \ �°® B. SEE SHEETS C2.7 AND C2.8 FOR PAVEMENT MARKINGS 83.08 83.12 TOC -do dol dol dol \ \\ \ AND SIGNAGE. z _ d01-_ d01 d01- -�-d01 d01 d01 d I +QQ,]9 31.50'R_d01 do d01 _ +80.79, 23.50'R - - - - J ° C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET of dol dol dol `V doi ' -dC 82.58 FL ' \ SECTIONS. SEE DETAIL SHEET C2.9 +86.79, 23.00'R aoy / oo\ o0 0� oz `" ' "' D ', 83.18 TOC of doi aoy \ \ D. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. \ +86.79, 31.50'R�� -A dot dol �\ \ \\ ° \ E. SEE SHEETS C9.0 AND C9.1 FOR STREET LIGHT PLANS. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO \ \ TOLERANCES WILL BE ALLOWED. \ G. ALL STATION AND OFFSET LABELING RELATED TO EACH u \ -`\ - SPOT ELEVATIONS ARE REFERENCED TO THE ROAD I ALIGNMENT. -- S. BENCHMARK WAY PLAN AND PROFILE H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS O MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 0 30 60 90 0 3 6 9 RIGHT-OF-WAY PERMIT. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Q CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 2595 2595 MARKINGS. Q Zw KEYNOTES ® O Q LL 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 0 2592 2592 SUPPLEMENTAL STANDARD DRAWING SD-701. + 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q z M STANDARD DRAWING SD-709. = uj Z Q N o+ II 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD J Q Z II r7 SUPPLEMENTAL STANDARD DRAWING SD-708. Q m w Q II � � / 2589 Q M 2589 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC m 1 ~ o C Y Co STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O z O z 00 c i N PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q o N Y °° 00 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE w N �' II (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q N II m < J AND SHALL BE COLORED 'TRAFFIC YELLOW'. c II 2586 Z w uj < J w 5. INSTALL 14' WIDE CONCRETE DRIVEWAY APPROACH PER Q Q 2586 ACHD SUPPLEMENTAL STANDARD DRAWING SD-710. W INSTALL THICKENED CONCRETE SIDEWALK ADJACENT TO z G Q 2 DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4"OF Q G 2 FINISHED GROUND 3/4" MINUS CRUSHED AGGREGATE. U 0. 0% Q 0.42% W � � ' m 2583 -0.42% 0.50 ° ' � 2583 �j Q 2580 O / 1 / 2580 U) U - - - - - - - - - - - - - - - - - - _ - - - - - - - - �� - - - - - - - - - - - - - I / W 2577 EXISTING GROUND IF-1 / 2577 00 I N I / REFER TO I BENCHMARK WAY m 2574 I � CULVERT PLANS 2574 a I / z I / m 1 / I 2571 I / 2571 s E N G I N E E R I N G z 5725 NORTH DISCOVERY WAY N Z BOISE,IDAHO 83713 PHONE(208)639-6939 Z 3 EXISTING GROUND CENTERLINE kmengllp.com _ FINISH GROUND CENTERLINE RECORD DRAWINGS 2568 2568 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DESIGN BY: LCK o UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q 0 0 o cD r cD L0 r N r 0) ao � ao ao N 00 °' rn N rn � o N r rn N r 40 M in INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN 0) (0 �n ' N o °0 ao rn � N 'n CHECKED BY: LCK a C ''o PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q ti r M � M � r7 M ^ ^ r7 ^ M ^ N N N r7 r7 M 00 M a0 r7 00 00 00 uO 40 n 00 d) 00 u) ao � 00 � 00 un 00 Ln 00 Ln 00 n ao d) 40 u0 00 `� 00 40 � ao � 00 `� 'n `� NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q D HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE a RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O 27+90 28+20 28+50 28+80 29+10 29+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 32+40 32+70 33+00 33+30 33+60 OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY r , BEFORE APPLYING IT FOR ANY PURPOSE. C2.5 v W N 2 SHEET LEGEND FSS\pNAL fNG 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION o� �CENSF10 'D STA., OFFSET SIDE Q �° 1.50% FINISHED GRADE SLOPE 8 ,n> 121412-3 o Q GRADE BREAK OF \NS�Iv /V C. K o I I I ° I I - - - - - - - - - - SAWCUT LINE ° 0 � v m CIVIL ACRONYMS T ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: W D STA. - ROADWAY STATION FROM CENTERLINE 0 0 82.22 TOC CL - ROADWAY CENTERLINE o I I +88.91, 28.56'L PC - POINT OF CURVATURE Q `" m "' "' D I PT - POINT OF TANGENCY v __4 81.66 FL p° ELE. - ELEVATION w +88.98, 20.39'L � 30 I L - STATION OFFSET LEFT F a CC 81.6f MA 0 81.91 82.20 GB Q a R - STATION OFFSET RIGHT Lu z +14.87, 18.50'L RR RR +00.52, 59.86'L 'R b� �_ s I IRR - i RIM - RIM OF STRUCTURE TRUC UR K OF E 2 p4 +00.00, 18.50'L - - D4 - - - - - - - - � � C} 0.43% O � - - - - - - - - - - - - - -I - - I- - - - - g o z �- LIP - LIP OF GUTTER o2 - - Lu - I MA - MATCH EXISTING N w F • wo a }'� 4 3 N Co wv D4 SW - SIDEWALK F w a w 1r o I _1 �12+0 N g I FL F OW OF- EDGE PAVEMENTAVEMENT c� Z z g g 10+00 ~ - - - 11+00 0.41% - - - - - - - - -1.75% _ z w ~ ~ z o - - - - - - - - - - - - - - - - - _ _ _ _ P OF o I s HP - HIOGH POINT Lu z O w o J DRIVEWAY A PRIVATE 81.94 CL INT° o g W g Q o a cn 2 2 u 2 w z Cu lo ( ) / I CR - CURB RETURN > W u o o < u 0 o I N 1 0 93g 4 I +31.06, 0.00' s I IOC _ POINT ONRVE ~ Q o Q o Z o 81.51 CL/LIP _ I PRC - POINT OF REVERSE CURVE w a Q Q c z DQ1 +05.55, 0.00' � o Cu m ° 2 s °IT Ts ° SHEET NOTES Q 1 I O Lu 0 O 81.5t MA z o 81.82 CL 82.11 CL/GB �g J 1 `° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 2 +14.87, 0.00' w +00.00, 0.00' +71.03, 0.00' F NOTES. a 81.6t MA M N 81.91 82.20 GB B. SEE SHEETS C2.7 AND C2.8 FOR PAVEMENT MARKINGS +14.87, 18.50'R I +00.00, 18.50'R +63.52, 60.18'L p 12 so AND SIGNAGE. z J N D 81.48 FL SEE ROADWAY PLAN C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET v v +89.33, 20.19'R SHEET C2.3 Q o 82.03 TOC I SECTIONS. N m n z o +89.40, 28.36'R 00 wV I D. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 07 o SEE DETAIL SHEET C2.9 I i + E. SEE SHEETS C9.0 AND C9.1 FOR STREET LIGHT PLANS. I I I O I N F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ri Boa o i i s TOLERANCES WILL BE ALLOWED. m o I i N I G. ALL STATION AND OFFSET LABELING RELATED TO EACH U SPOT ELEVATIONS ARE REFERENCED TO THE ROAD w I I I ALIGNMENT. --I H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS O MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. DRIVEWAY A ( PRIVATE) PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS >_ CONTACT ACHD INSPECTION FOR VERIFICATION OF Q 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 Ln Q W Z J KEYNOTES ® O QO 2592 2592 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701.LO Or_ Q `q 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 0 O Z z oC STANDARD DRAWING SD-709. = w Q Lq O Oq 3. INSTALL 4' WIDE VALLEY GUTTER PER ACHD J Q z 2589 + + II 2589 SUPPLEMENTAL STANDARD DRAWING SD-708. Q 0 w Q II 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC m z O W II II N STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O 00 g < u')Y 00 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES U Q U) Cr F- ,n 0 `� w N 00 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE _ Q Y ;_0N Y 00 m N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) > 2586 w N II � N o II II 2586 AND SHALL BE COLORED 'TRAFFIC YELLOW'. WII w wII mw - � 0 w Q `>yJ L,.I < W \ J � w � J W Z Q a Q FINISHED GROUND 2583 - - 2583 Q 0 Lu 0.41% L-,,751.-1 2.p0% O 1 2580 I 2580 Q EXISTING GROUND z 2577 2577 w m 0 a a X N N 2574 2574 m a Z 0 m 0 2571 2571 Icni N N s E N G I N E E R I N G z 5725 NORTH DISCOVERY WAY N Z EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 g 2568 FINISH GROUND CENTERLINE 2568 PHOkmenglNE 81p6e391n6939 7 RECORD DRAWINGS o DESIGN BY: LCK } rn 't (0 00 O o THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED a Cn O 0) O N � CO 00 O Q o ao ai C° � 6 o0 °' �i of CO ai °� o o UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK 0 0 00 00 ao L0 00 L0 00 ^ 00 ^ Oo v) 00 0 °° 00 000 INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN ° `� Cn Cn `n `n `n `n ,� `n `n `n ,� `n `n `n LO CHECKED BY: LCK N N N N N N N N N N N N N N N N N N N PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 0 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE � m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C2.6 BEFORE APPLYING IT FOR ANY PURPOSE. U N w N 2 PAVEMENT MARKING LEGEND ANAL REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FSS\ NS 0 60 120 180 — i—_ I FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS o� \CEF10 EG Plan Scale: 1" = 60' — L EG— — 7 4" YELLOW - NO PASSING O - 8 2 DIRECTION J,� 12/4 23 �o � ' EG q 2F7— — — — — — — — —�_— �� — — _ d��_ _d�� W 4„ YELLOW — 2 WAY LT. TURN �� TF OF \�PIv � TEN MILE DRAIN O <=40mph 7' LENGTH & 18' GAP y�//V C K\NSA Ld 12 HITS - BIKE LANE AT INTERSECTION 8" WHITE - CHANNELIZING/BIKE LANE ■ A 1 r ,,,,„�� 24" WHITE - CROSS WALK + / — IM M M M M M M 23 I 24 19 24" WHITE - STOP BAR a o N M LnLnlD / _ _ _ _ 4" YELLOW - PATHWAY DIVIDE / 15 24 3' LENGTH & 9' GAP , e ❑ o I / / Z Lu / 9 SHEET NOTES Z Q z A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD N F w g LA 2 NOTES. z w V) 2 F Z / Lu p LU OU z o / / B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS � a CONTACT ACHD INSPECTION FOR VERIFICATION OF > ui ui o W o COMPLIANCE WITH POLICY AND EXISTING PAVEMENT a o o o ID o MARKINGS. s a aILL a / 2 C. STOP BARS, CROSSWALKS, MULTI-USE PATHWAY Lu a a Lu <Crz uj � N y o STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE a o THERMOPLASTIC. o w o x m 2 / rn_ D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. 06 ❑ I N= 3 / a y y y x E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE E] I a mg rn� / INSTALLED IN ACCORDANCE WITH 2O09 MUTCD & 2004 z 7111144 [11IL I / SHS SIGNING AND PAVEMENT MARKING DETAILS. w ? / J F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR o ,� N m ,n �o ------_ ----- I 2 �/ ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. z C w Q� / 24 KEYNOTES® 1. LEFT TURN ARROW PER ACHD STANDARD DRAWING -N Lu- 2 / 12 2. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD --1 STANDARD DRAWING TS 1113.04. O 15 1 3. INSTALL STREET NAME SIGN (SNS) PER ACHD STANDARD � - - - L — �— — - - - 7 N DRAWING TS-1113. R/w N / 19 1 - 23 12 P •/ � �R�,918, 7 Q 23 W. COBALT DR.— — — — \ _ 2 - -- - - - - 1 Q z Q uj / �4 io Q 2 i ♦ / f2 19 r �: OC H I I I I I I I I ti+ I;pp 15 2 ♦ / 0 z 7n L1J_ J 12 " ♦ 18 \\ = Lu C) N w aaa \ J z x Co Lu N UO N / / O 7 O/ z 2 m, cp- f• � � Q 1 / 12 ` \ / Lu z / Q Q 7 / 15 Lu / � w 2 Q C) > / Q / o 15 / / c / / U 2 . / z Lu Co / ?+"Q 3 f .••� / I �85 m / LL 0 z 2•. 8 +`9 2 a / I Q f Z 24 a 19 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY N o Q I BOISE,IDAHO 83713 � � I PHONE(208)639-6939 7 RECORD DRAWINGS kmengllp.com _ z z I I DESIGN BY: LCK w a m I THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED a vi I I UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS CHECKED BY: LCK Or. NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 N 11111111111' 111111111/ 111111111/ 111111111/ 111111111/ I IIIIIIIIIII� 111111111/ 111111111111 Q DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 Q MATCH LINE SEE SHEET C2 . V HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C2.7 BEFORE APPLYING IT FOR ANY PURPOSE. U N Lu N 2 MATCH LINE - SEE SHEET C2 .7 PAVEMENT MARKING LEGEND S�pNAL fN — - ME mill _ — REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) �CFS CENS c�'y FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS o FD 0 60 120 180 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Plan Scale: 1" = 60' ' 1 24 1 4" YELLOW - 2 WAY LT. TURN 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _1k J— DRIVEWAY A (PRIVATE) 1 9 <=40mph 7' LENGTH & 18' GAP s 1214123 p I I I I I k � � 9 P � f 1 I 12 Iv INTERSECTION - BIKE LANE AT �Cly� Of �� 1 N C.Ct KEN I I I I I X 8" WHITE - CHANNELIZING/BIKE LANE i - - 1 I CD Z� 18 24" WHITE - CROSS WALK I I I 1 I 'p 1 23 SHARKS TEETH - TS1 113.06 I 1 1 I 4" YELLOW - PATHWAY DIVIDE \ \ \ \ N I I I I 1 1 3' LENGTH & 9' GAP Q o m N M L N Ln � lD I I 1 1 I I 1 I IN 1 9 I SHEET NOTES w I 15 A NOTESHEET C1.1 FOR GENERAL, GRADING, AND ACHD o N N w � a z B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS zLu I 1 I CONTACT ACHD INSPECTION FOR VERIFICATION OF N w N 24 I COMPLIANCE WITH POLICY AND EXISTING PAVEMENT z Lu z III III I III 11I I1 I WLu0Uz o 1 I MARKINGS. pLu a � o O C. STOP BARS, CROSSWALKS, MULTI-USE PATHWAY < u w Io" "STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE o z z r THERMOPLASTIC. o Q o z F Q 1 < D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. a a Cr a Z I I I I I I Y o 1 E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE a o w o 1 INSTALLED IN ACCORDANCE WITH 2O09 MUTCD & 2004 2 I I I 21�j1` Q 1 +\�' 1 SHS SIGNING AND PAVEMENT MARKING DETAILS. a 10' z9 El 1 F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR a w 1 p I ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS.Co z I I I I o f \.9 z I KEYNOTES® I 1 Cl I L I I 1. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD 1 STANDARD DRAWING TS-1113.04. I I I I I I 2. INSTALL STREET NAME SIGN (SNS) PER ACHD STANDARD I I I I r 1 DRAWING TS-1113. I 11' y • I w _ El 13 I 1 I I I 11' I O I 1 DC tI I Q l I IQ I I ' I J I I I I II El 13I 1 1 � z ; I Q w - - - - - - I ow J Q w z - - - - - - - - - - - -' 1 I 11 1 � Lu Q 23 V) I- - - - - �, �qq�y� O z p z - - - - — ..........I ,� ������F U Q pC �2 W11-15 +\9 CC _ 30" X 30" I�6' ❑ C W16-7P - - - - 24" X 12" 0 w z — — — — Q Lu w III 23 1 \I I Q p > I I 1 Q a ��.4- O �2 yi , I W11-15 ad 9I: 1 1.1r. 1 I 3W16 7P 1 � 24" X 12" Q U Lu y III' I f: I Co a N rri 1 I I t 9 1 to ,. I N I I I 24 11 0 1 11. 1 •s:l 1 1 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY N BOISE,IDAHO 83713 Z I 12 RECORD DRAWINGS PHOkmenglllp.com6939 7 L a 1 1 I I I ��,,f'jly2��c THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DESIGN BY: LCK 11 4-'9 1 UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK _ _ _ PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q 1 I ❑ NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 1 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q W. EXCURSION LN. (PRIVATE)—{� I I I HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. a 1 I x OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY L J i BEFORE APPLYING IT FOR ANY PURPOSE. C2.8 W a SS�pNAL fNG 0 5 10 15 0��` \CENSF0 Scale: 1" = 5' Q 1214123 o Q 9� qTF OF \�P �Iv 77' RIGHT-OF-WAY M M M M M M M SLOPE X. 2 5' SIDEWALK �8' PLANTER—� 23.5' TBC-TBC 23.5' TBC-TBC 5' PLANTER �8' SIDEWALK 2' a o N M N EXISTING N m Ln � \ \\ /�// N 1' LANDING, Lu TYP. 6" VERTICAL CURB ` \//,\//\/�\//\//\/ \/ \/ \/ \/�\/�\/�\/�\/�\/�\/�\/�\/�\/�\ .\ .\ /\ /,\ /,\ /\ � 0 AND GUTTER, TYP. 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 COMPACTED SUBGRADE N ~ 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE z ? < w Lu 16" OF 6" MINUS PIT-RUN SUBBASE Z z N 2 N N 0 O Lu z �° � W o W ° J Ln zu <W -Lu u NSTREET SECTION A (COLLECTOR) o a 2 = Z = z SCALE: NTS 0 u Q U Q Cr a w a 0 a Cr z g = "' a z z a 0 o w 2 06 27' ACHD SIDEWALK EASEMENT a 2' ACHD a SIDEWALK 75' RIGHT-OF-WAY 15' z EASEMENT 1.5' 5' SIDEWALK 8' PLANTER 23.5' TBC-TBC 23.5' TBC-TBC 28.5' PLANTER 10' SIDEWALK 2' N m Ln �o r, 3:1 MAX. z SLOPE EXISTING \\ \\ \\ \\ \\ \\ \\ \\'//\\ // 'x \ \ \ \ \ \ 1' LANDING, TYP. 6> VERTICAL CURB U AND GUTTER, TYP. 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 LLI COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE O 16" OF 6" MINUS PIT-RUN SUBBASE 0 STREET SECTION B (COLLECTOR) a SCALE: NTS Q z o Q 75.5' RIGHT-OF-WAY 6.5' ACHD SIDEWALK EASEMENT 2' ACHD SIDEWALK 5.5' 0 O z EASEMENT 5' SIDEWALK �8' PLANTER 23.5' TBC-TBC 23.5' TBC-TBC 8' PLANTER 10' SIDEWALK 2' = Lu 3:1 MAX. J Q 2 z O SLOPE EXISTING O / /\/\/\/\ \/\/\/\/ /\ \ Co > ~ O z O u Lu 1' LANDING, /\ / /\ /\ /\/�\/�\ �\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\/ TYP. 6„ VERTICAL CURB // // // // // // //\///\///\///\///\///\///\///\///\///\///\///\/// / // �/ // // //j . / Q LW AND GUTTER, TYP. 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 — 2 COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE Q W 16" OF 6" MINUS PIT-RUN SUBBASE z C Q G STREET SECTION C (COLLECTOR) o a SCALE: NTS O �C DC OC cQ G 37' SHARED ACCESS EASEMENT = 1' LANDING, u TYP 18.5' TBC-TBC 18.5' TBC-TBC 8' PLANTER 5' SIDEWALK z 3:1 MAX. W m SLOPE EXISTING N r \ \ \\ \\/ / AND EGUTTER,CTYP. /�//�///////\//\/�//� /\/\ TYP.LANDING, LL 2.5" OF ASPHALT PAVEMENT (ISPWC, SECTION 810 CLASS III PLANT MIX) o COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE Z 8 10" OF 6" MINUS PIT-RUN SUBBASE m 0 N STREET SECTION D ( PRIVATE STREET) Z SCALE: NTS Y Z E N G I N E E R I N G a 5725 NORTH DISCOVERY WAY Nrn BOISE,IDAHO 83713 V o PHONE(208)639-6939 w RECORD DRAWINGS kmengllp.com Z o DESIGN BY: LCK a THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED o UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q o INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C2.9 BEFORE APPLYING IT FOR ANY PURPOSE. U N W N 2 lop- -��- �_ 6"Pi _ i " SHEET NOTES roP \rp Top roP !� -s - I o �' a w SvA A L fN/ E- I (�� r TOP Top Pi 6'P�-s i 6"Pi 6"Pi 6"Pi 6'Pi A NOTES. C1.1 FOR GENERAL, ACHD, AND UTILITY o��S \OENSF G'L \ D TOE�TOE .� roP� ---��_ _ I a 0 60 120 180 B SEE SHEET C4.1 FOR STORM WATER DETAILS. -'���TOE TOE TOE TOP TOP TOP -i -TOP TOP TOP TOE 1 �OE�-TOE _Y DOE-TOE-TOE -TOP TOP TOP I - EG - - - Plan Scale: 1" = 60' �- - -�-= TOP r0E� TOE 'Qr_ I - C. GROUNDWATER ELEVATIONS ARE BASED ON THE 1214123 TOE -EP-== roP TOP- roE� ____.-- TOE- � MONITORING PREPARED BY NATURAL RESOURCE � J'� � Q d3 -����- T� Top�Top TOE�TOE TOE DOE E SOLUTIONS, LLC. THE DESIGN INFILTRATION RATE IS 1 9T OPT v TOE TOP TOE OF �1 tC OF \ Iv �_TOP TOE ME IN/HR BASED ON 50% OF THE MINIMUM RECOMMENDED ---�� roP� -WOE�'TOE- TEN MILE DRAIN N INFILTRATION RATE FOR THE GENERALIZED SOIL PROFILES. ��/�/ C �(\N TOP�TOP�Top Top Top roE�TOE-TOE I I w FOR ADDITIONAL INFORMATION REFER TO THE LIMITED �ZQe �TOP roP�TpP- I N I DE�ELOPMENTL TENGIMILERING ROADEA�DTCOBALTEDREVE" E-\TOE TOP-TOPS OP- TOP�TOP� I PREPARED BY MATERIALS TESTING & INSPECTION C TOPS r0P TOE- (ATLAS), DATED AUGUST 7, 2019. �pOE_-��O TpE �� P TOE \ P TOP-� � TOP - O�TOE \ TOP` -� I I rp D. PROVIDE WATER-TIGHT SEALS AT PIPING TOP \ -roE TOE=TOP ITOP 3 a ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, roE�roP- 1 STOP TOE TOE E �P AND MANHOLES. TO=TOP TOE I Z�DE OOP TOP p T P - - - � � o E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE ACHD STORM DRAIN / E OE L TOET COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF m m m m , m m so so Q EASEMENT ,�� ,� - w N It ROW OR WHERE COVER IS GREATER THAN 2 FEET THE o N N r Un m \�' N STORM PIPE SHALL BE ADS N-12 HP PIPE OR Ln 148.3' 18" ADS N-12 HIP /d I APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN m Ln 1O ® 0.00% / �, o'o LESS THAN 5-FEET OF SEPARATION BETWEEN SGT #3 (1000 GAL) ' � ' STRUCTURES. RIM: T (SW)2583.06 2ti N / F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC w RIM:2682.88 (NW)2583.06 �; / / STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. INV IN: T 12" (E) 2579.92 STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC INV OUT:2579.20 18" (N) / v RATED LIDS UNLESS OTHERWISE SPECIFIED. o ro a U INLET BAFFLE:2579.37 Cr ;' / / N Ln a V) OUTLET BAFFLE:2579.95 ;' / G. THE CONTRACTOR SHALL COMPLY WITH ALL THE Z a w Q25=1.69cfs /�° y; � / REQUIREMENTS FOR STORM WATER DISCHARGE N N w N o I Q100=2.35cfs / ��/y ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES w z z o Q o IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP Lu p w U 4.3' 12" ADS N-12 HIP / ti 44.5' 12" C900 PVC N g g U g LuzLu ® �%c 0.47% a � p 9.49% 0.22% PLAN PREPARED FOR THIS SITE, REGULAR SITE g o g g Q o a INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE w o o U U s / INLET #7 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN - a U U o �_ o INLET #8- / ACHD SD-601, TYPE I THE NPDES GENERAL PERMIT. o z a a ACHD SD-601, TYPE I iRIM:2582.30 s " "Lu J a RIM:2582.30 ti SUMP:2579.28 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN a a Z a uj Z SUMP:2579.1088.1 ti„ /INV OUT: T 12" (NW)2580.04 ENGINEER AND ACHD. a � 0 3:INV IN:259 12" (SE) 2579.94 �� / 3 Q25=0.88cfs O w INV OUT: O- 12" (NW) 2579.76 a / y/ Q100=1.23cfs I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 2 Q25=0.88cfs/�� / aoaoy DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN °o Q100=1.23cfs�' + C MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER a PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH a ca ' I SECTION 8018 OF THE ACHD DEVELOPMENT POLICYT1 z II- I `'' A� / &/1 MANUAL AND ISPWC SD-623. $"wa SGT #1 (1000 GAL) �� �C/ J/ J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, N m n RIM:_`-2.15 (W)2582.36 CO THE CONTRACTOR SHALL CONFORM TO THE STANDARDS RIM�. T (E) 2582.31 �, Q / SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF a°�ovy I INV IN:2579.37 12" (S) THE ACHD STORMWATER GUIDELINES.� ti� / d INV OUT:2578.52 18" (E) by Q� �� / K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 INLET BAFFLE:2578.69 �' OUTLET BAFFLE:2579.27 \a.� / AND 8200 OF THE 2017 ACHD POLICY MANUAL. I yY Q25=1.82cfs �_�� L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE Q100-2.54cfs ACHD STORM DRAIN Q i LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE u INLET #2 EASEMENT �A�_ �' �C ELEVATION PER THE INTERNATIONAL BUILDING CODE, w LF ®ACHD SD-601, TYPE I te / INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN � 0 00%8 ADS N-12 HP r - - � yp / aoaoy REQUIREMENTS. RIM:2581.59 O SUMP:2578.39 INV IN-2579.39 12" (S) _ 1 3 -� INV OUT:2579.39 12" (N)-4"Pi a"Pi - "PI ., 4'P� - � CO�a�' / Q25=0.74cfs __ -- R j 4 �,� / oyoy Q100=1.04cfs - --------�$ 81�------------------ „P/ / a� KEYNOTES 4.3' 12" ADS N-12 HIP 4 P I r �' / O @ 0.46% 3 \� / UTILITY MAIN/MAIN CROSSING D 4 P/ �' 3 �p,OY MAINTAIN VERTICAL AND HORIZONTAL Q 5 0 $' "s R. - - - - a- _ _ POTABLE/NON-POTABLE MAIN LINE SEPARATION Q W. COBALT DR. r / - -a" a"w a"w a"w a"w PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Q J - - - - - - - - - - _- / NOTE 2 SHEET C1.1 FOR ADDITIONAL O - - - _B W ( / INFORMATION.jw 3 44.5' 12" C900 PVC 1. SB #1. SEE SEEPAGE BED DETAIL #1/SECTION A-A ON ` _ ti� I / SHEET C4.2 (145'L x 13'W x 5.0'D) � W �G EG EG EG EG -- _ INLET #1 \ -EG EG EG - - - - _ACHD SD-601, TYPE I EG`� "s 2. SB #3. SEE SEEPAGE BED DETAIL #1/SECTION A-A ON LJ- J- J - - - - - - - RIM:2581.59 - - - - - - - - - Ec`� 8,� .a` \� \o\ SHEET C4.2 (143'L x 18'W x 3.7'D) Q W SUMP:2578.57 EG \ J \ INV OUTS=79.57 12" (N)2579.93 `EG FG 3. INSTALL GROUND WATER OBSERVATION WELL PER ACHD Q m Q25=1.08cfs e / 4 SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION m - O Q100=1.50cfs / BED 5' FROM THE END AND OUTSIDE OF BED A O v MINIMUM OF 50' FROM THE PERIMETER OF THE BED. z 4. INSTALL RIPRAP CHANNEL PER DETAIL, SHEET C4.2. Q FLOW LINE SHALL HAVE A MINIMUM SLOPE OF 1%. Q / Y 5 5. INSTALL 15'Lx15'Wx3'D TEMPORARY POND #1 PER DETAIL Q W SEE SHEET C4.2. Lu ACHD NSTORM DRAIN DESIGN INFILTRATION RATE = 1 IN/HREASEME z C VOLUME PROVIDED = 1,325 T VOLUME REQUIRED = CF G / / a/ d01 d01 Q 2 O, a' l W r z Lu / -TOE TO TOE EG OE TOE TOE TOE TOE N -TOE-TO-TOp TOP \TOP TOP EG �' ' OP TOP TOP TOP TOP TOE TOE TOE TOE -TOE` a -TOE -Top -TOE TOE T TOP TOP TOP TOP TO -' TOE-TOE Top-TOP -TOE-TOE I TOE T� TOP T 0 TOE TOE TOE P1�TOE TOE TOE TOE Top TOE ` _ TOP Top TOE n TOE- Top- TOE TOE -� - - - TOP TOP TOP g TOE- TOP- TOE-1pE--�TOE w I rn I TOP TOP TOP P� o -TOE Top- TOE-TOE_-�DOE [OE TOE -TOP TOE TOE--�TOE I v I m TOp TOE To --�To ( I o TOP TOE-TOE--P TOE 1 I I �p TOE-TOE--op TOE 1 a d TOE TO ��TOE TOE o o o Y : i i E N G I N E E R I N G N YTEE- ~ �„ Q I I 5725BOISETHDAHO 83713DISCOVERY WAY z I I PHONE(208)639-6939 7 a I I RECORD DRAWINGS kmengllp.com L_ 3 m I DESIGN BY: LCK o THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED m I UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q g vi o I INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN a o -+ I PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS CHECKED BY: LCK NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 Q MATCH LINE SEE SHEET C4. 1 1 HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE m RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. O a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C4.0 BEFORE APPLYING IT FOR ANY PURPOSE. U N Lu N 2 m I II I II I II I I SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY ASS\ONAL fNc� MATCH LINE - SEE SHEET C4.0 NOTES. o� \CENSF� ti w 0 0 60 120 180 m B. SEE SHEET C4.1 FOR STORM WATER DETAILS. I 1 0Plan Scale: 1 = 60' 8 _ _ # C. GROUNDWATER ELEVATIONS ARE BASED ON THE 1214123 _ - _ - 6"PI- - - d7_ - -6- - 6"PI 6"PI 6"PI "I - - - - - - - - - - - - - - - - - - INLET 6 6' I � I 1z w 1z w 1z w 12„N ACHD SD-601, TYPE I - - I MONITORING PREPARED BY NATURAL RESOURCE o 1 ' I 44.5' 12' C900 PVC SOLUTIONS, LLC. THE DESIGN INFILTRATION RATE IS 1 o RIM:2581.14 E \0 - - - - - - - - _I_ _ � I - s SUMP:2577.70 0 99% IN/HR BASED ON 50% OF THE MINIMUM RECOMMENDED �,5, Of I I DRIVEWAY A(PRIVATE) I k ~ I INV IN:2578.95 12" (E)° INLET #5 INFILTRATION RATE FOR THE GENERALIZED SOIL PROFILES. �/�/ C. �(\N - - i - - 2578.55 INV OUT: 6- 15" (W) _ - - I ACHD SD-601, TYPE I FOR ADDITIONAL INFORMATION REFER TO THE LIMITED °° I Q25=1.27cfs N I RIM:2581.14 GEOTECHNICAL ENGINEERING REPORT "TM CENTER i I a Q100=1.77cfs SUMP:2578.13 DEVELOPMENT TEN MILE ROAD AND COBALT DRIVE" P I I I w INV OUT:_Fr.T 12" (W) 2579.39 PREPARED BY MATERIALS TESTING & INSPECTION I I I I SGT #2 (1500 GAL) I Q25=1.39cfs (ATLAS), DATED AUGUST 7, 2019. RIM:2581.76 (N) Q100=1.93cfs D. PROVIDE WATER-TIGHT SEALS AT PIPING c i I I RIM:2581.78 (S) _ 2 ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, or 2578.53 INV I1\1:25�18-66 15 (E) AND MANHOLES. 2577.74 INV OUT:"`�8T 18" (S) I - I INLET BAFFLE:2577.98 9.3' 15" ADS N-12 HP I I E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE OUTLET BAFFLE:2578.56 ® %°0.22% m m m m m I COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF w m 1'4 N N N m N N Q25=2.65cfs ROW OR WHERE COVER IS GREATER THAN 2 FEET THE < o N N rn a I I I I a I Q100=3.70cfs N I STORM PIPE SHALL BE ADS N-12 HP PIPE OR o m W or v APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN `" "' D I I I I o 0 I LESS THAN 5-FEET OF SEPARATION BETWEEN N i I I I I STRUCTURES. F a I I I I I F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC w 257.0' 18" ADS N-12 HP 0.00% I I STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. o STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC I I ~ m RATED LIDS UNLESS OTHERWISE SPECIFIED. ou N "' ~ G. THE CONTRACTOR SHALL COMPLY WITH ALL THE F z a Lu z a I REQUIREMENTS FOR STORM WATER DISCHARGE N � w o W ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES z z �',, o , z I o IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 2 W p W H t o N I PLAN PREPARED FOR THIS SITE, REGULAR SITE N 0 2 Lu 2 a z Lu a ACHD STORM DRAIN I I I ou a a a INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE j W I I EASEMENT I w - z o o N Q o I I I I SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN a o 0 0 I I I o o l I THE NPDES GENERAL PERMIT. o z Q a W O Q J 13 I m I H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN Q Q z Q Z I Q I I I ENGINEER AND ACHD. a I I I a o w O is Q I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 2 I I I o O 0 Y I DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN Co r I MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER a I I Q I PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF THE ACHD DEVELOPMENT POLICY z I I FL v i I MANUAL AND ISPWC SD-623. a I I a 6 z I I I I w v w Co I I J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, o N m n I I I I m vi THE CONTRACTOR SHALL CONFORM TO THE STANDARDS z I I I J I SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF N THE ACHD STORMWATER GUIDELINES. w i - I K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 o W � , I AND 8200 OF THE 2017 ACHD POLICY MANUAL. O L a I I I m I I L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE I I I LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE U $ N I I ELEVATION PER THE INTERNATIONAL BUILDING CODE, LJ..I w '- INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN P, REQUIREMENTS. O I I I m I I I DC _ I I I W or o� N o i I KEYNOTES ® Q I I m io O UTILITY MAIN/MAIN CROSSING z MAINTAIN VERTICAL AND HORIZONTAL a I in I I I w� ^t I POTABLE/NON-POTABLE MAIN LINE SEPARATION Q I I I a PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER Q J NOTE 2 SHEET C1.1 FOR ADDITIONAL I I i I INFORMATION. I I o -' �p I 1. SB #2. SEE SEEPAGE BED DETAIL #1/SECTION A-A ON I I I I W ~ vo C a � I I SHEET C4.2 (246'L x 15'W x 3.7'D) z 0 I I m UJI 2. INSTALL GROUND WATER OBSERVATION WELL PER ACHD � O I I SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION I I o o �d I BED 5' FROM THE END AND OUTSIDE OF BED A J Q I"I"I I I o ~ -o °� N I MINIMUM OF 50' FROM THE PERIMETER OF THE BED. Q Q O - - - - - - - I I o a _ w 12"w � I m � I 3. REMOVE WATER-TIGHT PLUG AND CONNECT TO EXISTING m - - - - - - - - - - - I I Top I I MANHOLE. CONTRACTOR SHALL VERIFY PIPE SIZE, INVERT, 0 z w ~ 1 I I AND LOCATION PRIOR TO INSTALLATION. U _ S I- - - - - - - o O G- TOE T I Q W w w o _ _ _ _ _ -� _ _ -� - - z Q • - - - - - - - - - - - - - - a»PI - - - - - - °s s s s s s s s s I s s - - - - - - - - - - -- - - - - - - - - - - -77 Rw - - , oK 1, II Iw 0I I O m I I w� o G 0- I I� TOE 11 I z I SDMH #1 � I 48"0 SDMH PER ACHD SD-611 W I RIM:2583.21 I I I N m - SUMP:2578.38 I I o INV I1\1:2689.�58- 12" (E) 2580.30 INV IN:2588.38 12" (W) I 11 INV OUT:"�>°r 12" (S) I m I I I I N-12 HP p 8.22% 1 14% x 17.2' 12" ADS N-12 HP - A INLET #3 p I I ACHD SD-601, TYPE 1 m 0.81% RIM:2582.82 ^' SUMP:2579.44 LL INV OUT: .�44 12" (W) 2580.61 Z INLET #4 I 11 �� o Q25=0.58cfs 2.82 z ACHD SD-601, TYPE I I I Q100=0.81cfs SUMP:25789.44 0 INV OUT:2580.44 12" (E) ^' Q25=0.50cfs I I Q100=0.70cfs I I o # Z I I 481S�TISDMHMH 2 ENGINEERING 5725 NORTH DISCOVERY WAY N Y iv RIM:2584.40 BOISE,IDAHO 83713 za120.4' 12" ADS N-12 HP N I SUMP:2578.1 1 PHONE(208)639 6939 I I kmengllp.comp9; 0.16% INV IN:2580.11 12" (N) RECORD DRAWINGS INV IN:2580.11 12" (E) o INV IN:2580.1 1 12" (W) THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DESIGN BY: LCK INV OUT:2580.1 1 12" (S) UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q O INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN N PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS CHECKED BY: LCK Q NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 N - DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 Q - - - _ _ _ _ _ I HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE a -8'W 8 W 8"W- -= 8 W - - -8 W - - 8 8 W n w a w o I .4 RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. _ _ W. EXCURSION LN. (PRIVATE) $W N I I OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY O PI PI-�P PI PI I PI PI PI PI PI - - BEFORE APPLYING IT FOR ANY PURPOSE. C4. 1 w a a I I � I I I it S�pNAL fN LEGEND G� ENS (DWELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �� �CF10 'L 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) t 2 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - - TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- 1214 23 p CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS _ - 9. =III=III=11 4 ° -> PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" t i Cry F Of Iv LI-III=11 o Q o "PIPE. DRILLED WELLS MAY USE 4 PIPE -1 l llir i I= --a -- �N KEN III-III NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK A ______________ A E P POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY 7 eP QP I III-II 3 oc - - - / / 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 -- NOTES: s z i 5 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR i STORM DRAINAGE FACILITIES i N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - -- - - - - - - - < 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW s w N N N N ^' N N \ \ \ \ N \ \ o , s t N.T.S. < 0 M N M `n N o Q -1 1=1 I-1 11=1 11-1 18 �� I-I I-III-III-III s _ III-I I-III-I I o -III-III=III=III 11=III=III=III=1 m III-1 11=1 11=1 I-I �ol _ -III-III-III-I I -I I�I I I-III I I I-1 11=1 1-- z I_I-11111 II s IIIIII III; w -11 � IJ _z ~ a UIII 3 o x - 4 Ln Lu F Li - N Z < Z w 6 LU SECTION CONCRETE COLLAR `n BAFFLE WALL N V) z Uj N 0 < N.T.S. `� ELEV B ELEV A o Z z Z 2 F g Z FLOb W W 0 0 cif g u g w z a 0- 4 2 o g w g Q o < �LLJ 4 ELEV D w o o u u Z U Cf V N < 0 Z z INLET BAFFLE WALL 4 < o 0 0 J ELEV C 20" STD w a o a w Z w Z z 7 9 Q ?: 0 o Lu SECTION A-A o 2 N.T.S. < < a NOTES z 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: RECORD DRAWINGS N M I� 8„ t MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED s H 1-FT USE GRADE RINGS (TYPICAL) UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS O EL. A > EL. B BY 0.10' MIN NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD EL. D < EL. B BY 0.10' MIN DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE s WATERTIGHT SEAL U s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO Lu ON SIDE OF BOX OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY 2017 ACHD REVISION 2017 ACHD REVISION BEFORE APPLYING IT FOR ANY PURPOSE. O IDAFORHO STANDARDS PUBLIC WORKS GROUNDWATER STANDARD DRAWING FORIDAHO STANDARDS PUBL C WORKS GROUNDWATER STANDARD DRAWING ACHD STORMWATER DESIGN 2015 SAND AND GREASE TRAP STANDARD DRAWING CONSTRUCTION CONSTRUCTION GUIDELINES BMP 01 OBSERVATION WELL SD - 627 OBSERVATION WELL SD- 627 1 OF 2 3 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 1 � Qa 6"-12" DIA. COBBLE Q 5' TYP. Q J NO TREES ARE ALLOWED WITHIN SIDEWALK PER ACHD SUPPLEMENTAL 10' OF THE OUTSIDE PERIMETER FINISHED GROUND RIP-RAP CHANNEL ACHD REQUIREMENTS. SEE � A STANDARD DRAWING SD-709. OF THE C � SEEPAGE BED PER ROADWAY PLANS. SAND AND GREASE TRAP PER URB AND GUTTER SCALE: NITSPLAN FOR SIZE. REFER TO C, O w ACHD DETAIL BMP 01. ELEV. - "A" (MIN.) ����� 5 LF OF 18"0* Aj�AjAjA/A/�Aj��j�A�j��j�A/��A/��A/��A�j�� I ADS N-12 HIP w m w „ ���j/��j���j���j���j����j 6�j���/���j���/���j���/�� a = ELEV. - B' �� i�� i i i�� i�i i Q C) W SD SDI -------- --------- ,��, m _ O � - ELEV. - "C" J 5 5 w w o z Q *18"0 PERFORATED ADS N-12 HP.J Q m Q W TRANSITION 5' IN BED NON-PERFORATED TO Ly A PERFORATED PIPE z' =w TOP OF BANK MAXIMUM WATER SURFACE LENGTH VARIES, SEE TABLE THIS SHEET w 6" FREEBOARD MIN. w ELEVATION 2582.70 2 5, ELEVATION: 2782.20 SAND AND GREASE TRAP PER PLAN VIEW °° w w ACHD REQUIREMENTS. REFER TO 2 Z G ACHD DETAIL BMP 01. ELEV. - "D" \��\��\ 3 J 1 \��\�� G LOCATIONS, ELEVATIONS, SIZE, AND WATERTIGHT CONNECTION //A/� WIDTH PER PLAN 3• // // // // ADDITIONAL INFORMATION PER 18"0 SOLID WALL ADS N-12 HP \\/%\�\\�\\� \\�\\�\\�\\�\\\/ SHEET C4.0 / �� �� �� (EXTEND 5' INTO SEEPAGE BED) ; WIDTH VARIES, SEE �� �� �� �� �� ���� 5 FINISH GROUND* MAX. HSGW TABLE THIS SHEET 18"0 PERFORATED ADS = OR ROCK TOE ELEVATION N-12 HP 18" ADS CAP ELEVATIONu� 2579.70 --- 4 � �\ � �\\'�\ �\ '�\\ '�\ � �\\ ELEVATION 2575.1 O --- 0% SLOPE Q KEY 0 BASIN BOTTOM AND SIDE SLOPES SHALL BE CONSTRUCTED WITH G G 1. ISPWC 801 OR ASTM C33 FILTER SAND. 3.0' MIN. 4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL. SEED MIXTURE MINIMUM OF 20" 2. 3/4" - 2" ANGULAR ROCK. SHALL BE DROUGHT TOLERANT. BAFFLE SPACING 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER NOTES: DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED 4" OF CHIPS PIPE BEDDING 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION. z 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED LL.I EQUAL 82202.23.EOVING ACHD ERLAP MINIMUMMOFTIRFDETOP NAND SDIESSONLY. TEMPORARY POND #1 0o GROUND WATER OBSERVATION WELL PER 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF DETAIL. EXTEND MINIMUM OF 1' BELOW /) 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL SCALE: NITS THE BOTTOM OF SAND LAYER WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD m PROFILE VIEW STORMWATER DESIGN GUIDELINES SECTION 8202.23. x N N In m SECTION A - PLAN AND PROFILE SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW a z zz GENERAL NOTES 8 A. GROUNDWATER ELEVATIONS ARE BASED ON THE MONITORING PREPARED BY NATURAL RESOURCE SOLUTIONS, LLC. THE DESIGN INFILTRATION RATE IS q5 00. 4S 00" 1 IN/HR BASED ON 50% OF THE MINIMUM RECOMMENDED INFILTRATION RATE FOR THE GENERALIZED SOIL PROFILES. FOR ADDITIONAL INFORMATION REFER TO THE LIMITED GEOTECHNICAL ENGINEERING REPORT "TM CENTER DEVELOPMENT TEN MILE ROAD AND COBALT DRIVE" PREPARED BY MATERIALS TESTING & INSPECTION (ATLAS), DATED AUGUST 7, 2019. Q B. ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. p o E N G I N E E R I N G C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 5725 NORTH DISCOVERY WAY N z D. BED WIDTH SHALL REMAIN CONSTANT. BOISE,IDAHO 83713 z SEEPAGE BED TABLE E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY PHONE(208)639 6939 EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS z a SEEPAGE BED BED LENGTH BED WIDTH BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL DESIGN VOLUME (CF) DESIGN INFILTRATION RATE REPORT A DTENGINEER, HE CONTRAINFILCTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM kmengllp.com . (FT) (FT) (IN/HR) F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. DESIGN BY: LCK 3 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. SB #1 145 13 5.0 2582.12 2580.62 2578.52 2575.62 2572.5 4,248 1.0 REFER TO DETAIL 7 OF ACHD POLICY SECTION 8200. DRAWN BY: LCK Q SIB #2 246 15 3.7 2581.70 2580.30 2577.81 2576.60 2573.E 6,199 1.0 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL 18" PIPE CHECKED BY: LCK COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. SIB #3 143 18 3.7 2582.85 2581.30 2579.20 2577.60 2574.E 3,939 1.0 I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. DATE: DECEMBER 2023 J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR 18" PERF PIPE ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. WQ PROJECT: 22-144 Q SHEET NO. Or. SCEDULE SEEPAGE BED DETAIL #1 3/8" PERFFORAOTIONSH N VALLEY O a NTS OF CORRUGATED PIPE. 5 EA ON 18". C4.2 U Lu N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. o� \C E N SFD B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 12/�F/23 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s> 0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� 9TF 0f \QP� SD-507. Iv ti� D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, C CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND JI- 11 SEWER, OR RECYCYLED WATER MAIN EASEMENT. 0 - 5 I IO O M SEWER ALIGNMENT "C" KEYNOTES 10 SEE SHEET C5.1 SSCO #4O O UTILITY MAIN/MAIN CROSSING ' 3 I STA: 4+99.18 OFFSET: 0.00' VN , II MAINTAIN VERTICAL AND HORIZONTAL u Nm m m M Nm ol POTABLE/NON-POTABLE MAIN LINE SEPARATION \� . , . z m q � ,, M N I o PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER o - - ` II I � w NOTE 2 SHEET C1.1 FOR ADDITIONAL N m ' 3 bi w INFORMATION. 1 2"SD w a 1. REMOVE CLEANOUT AND CONNECT TO 8" SEWER MAIN. z I 36' CITY OF MERIDIAN 1 I w 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN z �ZPt UTILITY EASEMENT Lu - - - - - - - - - - - - - - - - - - � I �- J STANDARD DRAWING S1.4"PI 4"PI 4"PI 4"PI 4"PI 4"PI en 4IL ro N I ao 4"PI- 3 4 N I ,� �pTpo 3. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" N w N MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF N a Z 12'SD_1+00�12"SD � ieG' W. COBALT DR. � 3 � w Ada" gyp. � � � 3 MERIDIAN STANDARD DRAWING G2. Z z N � N � o 2 2+00 3+00 4+00 1+00 2+00 „S 4. INSTALL 30' LONG, 16" STEEL CASING (MIN.) FOR SEWER p w z z o a O -e-S N $" - - - - I _ MAIN PER CITY OF MERIDIAN STANDARD DRAWINGS SW1 N o W z w $W I = 9p. 00 AND SW2. 10' MIN. EACH SIDE OF IRRIGATION PIPE. 3' o g W g a o a - - " : a.,W 8"W 8"W 8"W 8„W B.,W W 8,w - - - "yL ; " ° MIN. VERTICAL SEPARATION FROM THE LOWEST POINT OF w �_ " o o -�8„W O SSCO #11 a } N THE IRRIGATION PIPE TO THE TOP OF THE CASING. a o 0 o zID 0 II I - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ SSCO 12(2 = z = a a I - 8 w� N: 05933 98 E: 2446364R/W .29 0' w °'N Q # w a a a J Z = w � co STA: 2+35.00 OFFSET: 0.00' o Cr z 1 m w N: 705868.30, E: 2446482.23 z a z EXISTING SSCO #2 SSMH #7�-I NCH) w w Q I a o E o STA: 1+71.46 OFFSET: 0.00' STA: 4+27.24 OET: 0.0 ' O N SSMH1#67(48 IN SET: 0.00' ors EG EG 7FIG EG EG-N: 705690.86, E: 2445679.97-N: 705687.18, E: 2445935.72 -- EG I EXISTING SSMH #1 EG_EG ` �N z I N: 705901.38, E: 2446422.83 w O - - o Q - - - - - - - �-I-I-� - - - - - - - - - - - - - - - - - - - - - - ` \ M � m I III STA: 1+00.00 OFFSET: 0.00' - - - - - EG N: 705691.94, E: 2445608.52 E \ vi z SEWER ALIGNMENT "C" co N I SEE SHEET C5.1 O> III O •--I N M Ln to n �N I oo z U W O ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' a o Z w w J J 2600 2600 2600 2600 _j O O p0 � � � � = zoo Jp Waa 2595 2595 2595 0 2595 pap - z z EAN � 04 Oz Waa tD N O ui CD �N tD CO �Cp � � N � N U a Cp c� O N ^ c p � (D N N _ (n LLI N N N LLI Z Q Q m � 00 2590 2590 2590 O C14 2590 o QzLu 2i zzG zo 0 CoN O w Z w O 00N� O 0000 O CD O� r � ~CG Lr) - Lo 00 a z z ~0� L0 D ' �NA � + m g C0 c0 O 00C � N Z (14 a W N . n O't (6 CD CO peg C0 �I�Cy In 't� 00 00 1--(y En OMCO � N Co N 0)° COLr) 00� H + Z _ + = O NO 0 +� 0N O OO2585 2585 C N ] O N O2585 ZOOO N � � =�C z N 2585 W ,,aVnn ,,s _ +LnZz z +Ln � U) > > nno > > nH V n N - - O O FINISHED GROUND n n- n)U) n noX nn- » > N > Vnn (/) wEnw z ixc~i)FE ? L a 2580 2580 2580 2580 FINISHED GROUND z W 2575 EXISTING GROUND 2575 2575 N EXIISTING GROUND 2575 C0 0 a N a X N a 2570 2570 2570 2570 255.8' of 8" IVC ® 0.40% 4 a o a 71.9' 0 8" PVC ® 0.6 % m 2565 2565 2565 2565 N O 71.5' of 8" FVC ® 0.40% 67.0' of " ® 0.42% 68.0' of 2" 0 0.22% E N G I N E E R I N G 5725 NORTH DISCOVERY WAY N Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 2560 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2560 2560 2560 RECORD DRAWINGS kmengllp.com z 3 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DESIGN BY: LCK r7 � a rn � oo 't co oo j 017 rnM N M . L0 o. _ K) UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK a 3 N N E) c i � c i r- C'i r, C'i r C'i r- c i o0 c i 40 c i 00 Kj °' 6 INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN 00 00 � oo � ao � ao � ao � ao � ao � ao � ao � CO ^ r- CHECKED BY: LCK a In `n � � In � 0 � In L0 In In � In In In � � � 'n PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q ti N N N CV N cV N CV N N N N N N N CV N CV N CV N N NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q m HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+50 1+00 1+50 2+00 2+50 3+00 RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY O C5.0 BEFORE APPLYING IT FOR ANY PURPOSE. U N W 2 of T� SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. o� \C E N SFD B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 12/�F/23 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s> 0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 9� qTF OF \�P� SD-507. Iv ti� D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, C CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. I r\ TOP up \ \ \ d \ OSSCO #10,t° �TOP��- r STA: 8+74.84 OFFSET: 0. J 00,/ OR - as� KEYNOTES O \ N: 705581.15, E: 2446352.78 - _ I \ /� N q o \\ V_ // o�_�So Ln O UTILITY MAIN/MAIN CROSSING q MAINTAIN VERTICAL AND HORIZONTAL STOP 3 so - °\ POTABLE/NON-POTABLE MAIN LINE SEPARATION w N \ \0 TOP\ / _ - PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER o o � o ° TOP _TOP - - \� TOP- TOP TOP TOP TOP- 46, CITY OF I r T-� NOTE 2 SHEET C1.1 FOR ADDITIONAL N M ^ r _ o��P -TOP TOP SEWER ALIGNMENT "B"-TOP TOP Top-�TOP_MERIDIAN UTILITY oA_� INFORMATION. Lu \ STOP SEE SHEET C5.0 - EASEMENT - - - - - - - _ - - 1. REMOVE CLEANOUT AND CONNECT TO 8" SEWER MAIN. SSMH #7 (48-INCH) �° _ V, \\ STA: 3+28.07 OFFSET: 0.00' 6"PI 6'PI " s"PI 6"PI ST L "T' PE CLEAN OUT I MERIDIAN z r \ p �, N: 706022.23, E: 2446490.12 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m 00 - - - - - - „lam 2 T PER CITY OFLu INSTALL TYPE CLEA 0 oo °o\ ° ZOP' - M/a���/a-�M/a AA/a STANDARD DRAWING S1. jMla 12"w 3. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" N u 12"w 12"w 12" 12"w 12"W 12"W ` 12"W o_ 12"w�1z"w� MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF F z a z „w ; / MERIDIAN STANDARD DRAWING G2. N ,,, z w N \ c^ a d 9 S. BENCHMARK WAY / Z � N o 12"W 4+00 0. 5+00 6+00 7+00 90. / p w z z o Q o 12"S 12"S ro $"s $"s s"s $..S a"s / sn 2 u w Lu a z �zs - _ - _ - - - w o o N Q N - Q o 0 0 0 o 2 \ r180 o = z = z a s u Q U - Y1 LU w 3 4? Q Q z / R 2kQQ 12"GI 12 GI 12"GI 12"GI 12"GI 12"GI 12"GI 12" 12, = z Q Z 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI \ 12„GI/ � F'G 03_ Q p 0 SSMH #8 (48-INCH) SSMH #9 (48-INCH) 2 o L o '"Gi I STA: 4+66.39 OFFSET: 0.00, STA: 7+80.25 OFFSET: 0.00' �,° - _ - 06 p \ N: 705901.38, E: 2446422.83 N: 705627.17, E: 2446270.14 \ _ - { �kOQ 12s EXISTING SSCO #6 OO I - - - I SEWER ALIGNMENT "B" a ° o "' STA: 2+35.51 OFFSET: 0.00' SEE SHEET C5.0 0, / \ z 1 s .6 °�% o 1a°r N: 706114.14, E: 2446501.05 r / EXISTING SSMH #5 0, � o-"' STA: 1+00.00 OFFSET: 0.00' \ °'� �� N: 706248.70, E: 2446517.05 / � \ O� o- \2 � U uj ALIGNMENT "C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 moff- Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Q o zw J 2600 2600 0 0 O = o 0 J Q w z 00 2595 0 � o 00 2595 C0 - z �(D v CON M W L0 co Lq N O Nuj N N O z N ( ( Nu t0 6c0N UQO n (0 CO (0 � Z N NL0 ^ 0 � N I NN W O 0 -_U N ZNXOaH�- z B Z ^^ �z W I 0 00 � O� 00 Zb-o Z 2590 mo 2590� O OIA ZQ LDCJo V ZL � N �N 0 00� 0 00 00 00 00+Ln D U n 0 n� +�FAN Z O + D wEn ^00r7 00(oN O 000N0 > > N LI/.P�.LL z*00 V Z Z 00 00 >w � z + > > U J z z FINISHED GROUND U) U)U)E+ 0 O2585 U) 0 ��o 2585 WQzwz XH� > NND Z Z (N(NFE z z z z v , WNO_ Z - \\I 2580 1 \ I 2580 1 10 u 1 I I EXISTING GROUND N W 1 2575 1 I 2575 00 1 I to a I m I x a 2570 I 2570 m REFER TO 94.6 of 8" PVC @ 0.42% BENCHMARK WAY 0.41% CULVERT PLANS 313.9' of 8" PVC 0 138.3' of 12' 0 0.22% 135.5' of 12' ® 9 .6' of 12" ® 0.22% m 2565 0'22% Lr 2565 N O LJ E N G I N E E R I N G 5725 NORTH DISCOVERY WAY N z BOISE,IDAHO 83713 Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 2560 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2560 RECORD DRAWINGS kmengllp.com z 3 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DESIGN BY: LCK N rn �1 `n 0) O °� 0) CD 00 00 00 � °' co r N ' 1 rn °� N °� UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q M 0) (0 00 O N 0 0) N 00 3 N N 00 r7 0) rj 0) N 00 C j 00 N 00 'i 00 M 00 r7 00 ri rn rfi 4 N r,j INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN 00 I� 00 r- 00 r- ao 00 � ao r 00 � 00 r- 00 � 00 r- 00 ^ ao 00 00 °0 00 40 00 CHECKED BY: LCK `� `� `� `� �n N L0 `� n L0 L0 d) `� 'n LO `� `� 'n 'n PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q ti N N N N N N N N N N N N N N N N N N N N N N N N N N N N NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q m HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. a OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY O C5. 1 BEFORE APPLYING IT FOR ANY PURPOSE. U N I.0 N 2 IOP TOP av -�� 6 PI 6„PI- o i g' I SHEET NOTES r �_ -� 6"PIS N \ONAL f A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. S G _ S N rop op TOP� -� 6 PI� \C E N SFD TOP jpp- i P��6" I 6"PI 6"PI 6"PI 6"PI N TOE�TOE� V TOP- - TOE�-rnF TOE TOE TOE rpP TOP TOP ice- I g 0 60 120 180 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL OE TOE CHANGES OF DIRECTION PER CITY OF MERIDIAN TOP TOP �E_ W DOE TOE I TOP I - EG OP TOP Tnr'TOE�-TOE TOE TOE- op TOP jOP L - - - - _ Plan Scale: 1" = 60' REQUIREMENTS. - - -EP- - -Epp TOPS TOE - _ 121 123 � OE _Ep- TOP Top �TOE TOE�_rnr- J� �O -Top�Top_ -TOE�TOE TOE-TOE E - C. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF �9 Q _ _ OE-� _ Iv _ ---_.z_jo-TOE roP TOP TOE- TEN L DRAIN RAINE ° COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' 9� lF 0f \OQ �� TOE N To}� OF COVER. h.� C K\Nc�Fr 1 -� rpp-TOP-jpp jpp TOE- TOE roE TOE I I w D. INSTALL WATER VALVE BOX AND LID PER CITY OF �e TOP- -�,- TOP roP I N I MERIDIAN STANDARD DRAWING W11. E-�rotTOP-TOP TOP TOP TOP I E. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, Tr3E��e \rp OP- TOP r - TOP N TOE TOE / _ CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP Tap�_�E -\E' TOE TOE (�P TOP TOP - -� I �Y I TOP Top TOP J \ ROOTING BUSHES TO BE WITHIN) PUBLIC WATER AND pF roP TOE TO`Top TOP ITOP SEWER, OR RECYCYLED WATER MAIN EASEMENT. TOTO_T 1 TOP-TOE TOE E P P TOE-TOE I t�IIE TOE- TOP _ P T I E OE�TOETOP _To CIVIL ACRONYMS M M M M m M M SD so ;5 LF 1'2" PVC I REMOVE 2" BLOWOFF AS BLY o\oE- STA: - ROAD STATION Q N m N N � Q1 �d v AND CONNECT TO EXISTING �T, MJ - MECHANICAL JOINT N m Ln Ln 12" GATE VALVE FLG - FLANGE XI `N: 706111.77, E: 2446528.69 N: - NORTHING I E: - EASTING In 1-12" 11.25° ELBOW L - STATION OFFSET LEFT z N: 706106.42, E: 2446528.33 R - STATION OFFSET RIGHT Lu �0 0 Q2 g ��/ 140 LF 12" PVC KEYNOTES ® F Z z �V n Z W VLA w X N/ O UTILITY MAIN/MAIN CROSSING z z g N O5 1- 2" BLOW-OFF ASSEMBLY FOR / / o~�� MAINTAIN VERTICAL AND HORIZONTAL O z2 z o J o FUTURE WATER MAIN EXTENSION / 1-12" 1 1.25' ELBOW POTABLE/NON-POTABLE MAIN LINE SEPARATION v� g ou W z W � N: 705943.59, E: 2446369.64 \as N: 705971.41, E: 2446489.29 PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j a o g W g a o a ui NOTE 2 SHEET C1.1 FOR ADDITIONAL w Z o o N a u 85 LF 12" PVC INFORMATION. a o 0 o Z zz = z = a a CJ Q (J J � J W Q Q Q Cr z 90 / 1-12" CROSS Q UTILITY MAIN SERVICE CROSSING 2 z o z ��/ 2-12" GATE VALE MAINTAIN VERTICAL AND HORIZONTAL o a E 0 � 8iQ8 p ti ^ 2-12" X 8" REDUCER 0 W 1-8" GATE VALVE POTABLE/NON-POTABLE MAIN/SERVICE OR g O�� / aN: 705899.32, E: 2446449.14 SERVICE/SERVICE LINE SEPARATION PER CITY OF 06 ? ti / MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 a I �Q Q ar °' 45 LF 8" PVC SHEET C1.1 FOR ADDITIONAL INFORMATION. � l z IL �' 1. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE a G� aoyoti AND NON-POTABLE MAINS. w"w 8"w"� W S �\ti Vv �C//Z /1- 2" BLOW-OFF ASSEMBLY FOR O 2. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE z N m n '� .a Q'� ��?` FUTURE WATER MAIN EXTENSION ��� apao/ N: 705877.91, E: 2446487.59 WATER MAINS AND SEEPAGE BEDS. Q / �<cr/ 3. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWINGS W8 AND W9. �_ Q / �; a°Y°Y 4. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN 1- 2" BLOW-OFF ASSEMBLY FOR 5 a II I FUTURE WATER MAIN EXTENSION O y "i� J� / STANDARD DRAWINGS DETAIL W12. N: 705758.08, E: 2445955.83 1-FIRE HYDRANT ASSEMBLY O3 �,ti 5. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN W ate° h / / STANDARD DRAWINGS DETAIL W13. 1-8" X 8" X 6" TEE r' - - � � cD --I 1-6" GATE VALVE 36' CITY OF MERIDIAN O a 6. 40 LF OF 24" STEEL CASING TO BE INSTALLED WITH /N: KENNEDY LATERAL PROJECT. 6" PVC - - I UTILITY EASEMENT I / / N: 705673.17, E: 2445697.14 I I 4�RI ZI 4"PI 4"PI 4"PI 4"PI 4"PI 4•• 1 1-8" 1 1.25' ELBOW .ate � ---- o R,�1r N: 705628.57, E: 2446184.13 18�6--------- ---------- 00 16----- °D 90 LF 8" PVC =� 12"sD 10 LF 8" PVC_ W. COBALT DR. 5 , , _ 4 1-FIRE HYDRANT ASSEMBLY 3 Q 40 LF 8" PVC - 1-12" X 12" X 6" TEE B.,W B.,W - - - - - - 255 LF 8' PVC r 1-6" GATE VALVE Q „ 8"W II - - - - - - - - - - - - - ----- - - - - - 195 / /10 LF 6" PVC O z N 8.,w �F 8" pvC Q�C' q� / / y�/N: 705669.57, E: 2446321.21 - g,.w EG fG EG G EG EG EG ` _` ` 4 9� 4, - - - - - L - EG EG EG EG EG ` \ S 4F S v 70 LF 8" PVC 0 0 � s ��� = z L1J_ J - - - - - - - - - - - - - p�C \ar \\o\ REMOVE 2" BLOWOFF ASSEMBLY 1-8" TEE `EGA � J Q W 2-12" GATE VALE Q AND CONNECT TO EXISTING 2-8" GATE VALVE ` \ 1-12" CROSS �• 1 Q N: 705669.49, E: 2445954.56 _ 8" GATE VALVE � � 1-12" 1 1.25° ELBOW � � � / / m N: 705673.32, E: 2445687.14 1-8" 11.25' ELBOW 2-12" X 8" REDUCER / �8 W N: 705668.90, E: 2445995.51 1-8" GATE VALVE /� / O z N: 705591.17, E: 2446271.20 = / U Q O BLOW-OFF ASSEMBLY FUTUREWA ER MAINEXTE R EXTENSION O N: 705563.91, E: 2446334.66 S OF / O W ff' / z W d01 -d0 d01 /1-12" 1 1.25° ELBOW N: 705409.96, E: 2446189.57 U l W \ r z Lu 200 LF 12" PVC co 6 a TOE Tpg. TOE - -TOE- \ EG °E�-TOE TOE TOE TOE N TOP m TOP TOP TOP OP TOP TOP TOP TOP u a -TO TOE T m --TOE Top TOE TOP� TOP N T TO TOE TOE TOE n N �op TOE ` - - - - TOP TOP TOP TOP- a I rnl 0 I I I ^t I 1-12" 1 1.25' ELBOW E N G I N E E R I N G Y I I N: 70521 6.78, E: 2446144.98 5725 NORTH DISCOVERY WAY N z Q I BOISE,IDAHO 83713 z I I PHONE(208)639-6939 Z u z I ° 145 LF 12" PVC kmengllp.com _I I RECORD DRAWINGS DESIGN BY: LCK 0 00 I I THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED I N I I UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK 3 INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK ti PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS MATCH LINE SEE SHEET C6. NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 Q HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. � a RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY C O BEFORE APPLYING IT FOR ANY PURPOSE. W N 2 MATCH LINE - SEE SHEET C6.0 SHEET NOTES _I A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. oaks \cENS 0 w '- 0o I I 7 0 60 120 180 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 0 I CHANGES OF DIRECTION PER CITY OF MERIDIAN r 225 LF 12" PVC Plan Scale: 1" = 60' REQUIREMENTS. 8 — — — — — — — -- — —6—P — — —6—P� — — — —6„PI— — — — —6„PI— — — m-PI— — — 6„PI 6' I I I I 1214123 p 12"W 12"W 12"W 12"yy — — „W — TI C. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF � `f A �� v 12' 12"W o COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' - - - - - - - - - - - - - - - -i I � i— I- - - - - - - J�}-- 0-m — - - - - - - � I I OF COVER. OF Nc�� — — 1-12" TEE D. INSTALL WATER VALVE BOX AND LID PER CITY OF I O Q z — MERIDIAN STANDARD DRAWING W1 1. I 2-12" GATE VALVE a w N: 705071.20, E: 2446144.17 P REMOVE 2" BLOWOFF ASSEMBLY wo r v Q N E. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, I AND CONNECT TO EXISTING `- o Q I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP F I 3 I 12" GATE VALVE m oN w w I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND I N: 705074.35, E: 2445920.62 SEWER, OR RECYCYLED WATER MAIN EASEMENT. or I I a I Ld 170 LF 12" PVC CIVIL ACRONYMS a I I I STA: - ROAD STATION o rq I N IMr mI o 0 � I MJ - MECHANICAL JOINT "' Ln � I I I I o r 0 FLG - FLANGE I I r 0 I N: - NORTHING I I I 00 I E: - EASTING H a I I I I L - STATION OFFSET LEFT Z d I I R - STATION OFFSET RIGHT Lu I N I I w 0 I I I o I 1-FIRE HYDRANT ASSEMBLY 3O 0 �^ 1-12" X 12" X 6" TEE KEYNOTES ® F V) 1-6" GATE VALVE w a w \ I I o I 10 LF 6" PVC z LA O UTILITY MAIN/MAIN CROSSING Z z N g N w ' I N: 704901.86, E: 2446143.24 0 o MAINTAIN VERTICAL AND HORIZONTAL p z 2 Lu z o Q a I r o I I POTABLE/NON-POTABLE MAIN LINE SEPARATION N 2 g 0 g w z w I I I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j W o g g Q o a I I I o o I NOFORMATIONET C1.1 FOR ADDITIONAL Q Q z Q Q I a U Q U Q o Q Cr z 2 w©Q UTILITY MAIN/SERVICE CROSSING QHORI z a 00 Q I POTABLE/NONTI AND MAINTAIN VERCALMAINZO TAL ERV CE OR o Lu 2 o a I I I $ o 235 LF 12" PVC SERVICE/SERVICE LINE SEPARATION PER CITY OF 06 I I I o I MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 a I I r Q I I SHEET C1.1 FOR ADDITIONAL INFORMATION. � I I Z I I I a 1. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE 0- B E3i I I O4 1- 2" BLOW-OFF ASSEMBLY FOR tO w I AND NON-POTABLE MAINS. FUTURE WATER MAIN EXTENSION m I I I I I 2. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE N m n I a I N: 704666.27, E: 2446067.94 vi 1-12" TEE WATER MAINS AND SEEPAGE BEDS. I I I 1-12" GATE VALVE a _ 1-12" X 8" REDUCER 3. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD I I a DRAWINGS W8 AND W9. w 0 r 1-8" GATE VALVE N: 704665.86, E: 2446141.94 4. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN a I I m I STANDARD DRAWINGS DETAIL W13. � I w o 75 LF 8" PVC s I I Lu U I I I DC I I o- I I wo � v o a I I Q I I m m I I I o I V) � N � IIDO z I I I Q wo 0 I o� s oC m � co N I I d I J Q L.L.I a I I w S - - - - - - - I I 0 0 a MQM G 2"W 12"W I m `O I W w - - - - - - - - - - -' I TOp I I O z I I w ~ 0 NI I I U Q O L_ r o a I TOE T S 680 LF 12" PVC 0 LJ..I Pi -6 `b r — z G oc ° - - - - - - - - - - - - - - - 4"PI — — — — — — — — S S S S S $ S S S I Q w S g - - - - - - - - - - n> - - - - - - - - - - - - Ld a a III 1 I - I � I I I I I I I o h o I I Y m I a I w LL � o 2 I I II TOE II 1101 U II I z II I w — — 00 — I a I I III I II w IIa m II N IIr a N W O II N o E N G I N E E R I N G z I 572 1-12" 1 1.25' ELBOW BOI E,I 5 NORTH DISCOVERY 3 3 WAY N rrnn N: 703987.99, E: 2446138.17 PHONE(208)639-6939 V 0 I kmengllp.com — 3 I I I I 5 LF 12" PVC RECORD DRAWINGS DESIGN BY: LCK o I I THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK a I I "REMOVE 2 BLOWOFF ASSEMBLY 3 N INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK or- AND CONNECT TO EXISTING PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q I I 12' GATE VALVE DATE: DECEMBER 2023 5 _1NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD N - 1-12" 11.25° ELBOW Q _ _ _ _ _ _ _ _ _ _ _ N: 703982.22, E: 2446139.29 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 — — — _ _ I HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE CC a —s w 8 W 8"w I 8 w 8 w 8 8 w n w R w $„W o a I I RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO SHEET NO. _ W. EXCURSION LN. (PRIVATE) N O PI PI—�P -�PI PI I PI PI PI PI � PI I I OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY N3 BEFORE APPLYING IT FOR ANY PURPOSE. C6. 1 w a I I IOP�TOP a" -�� 6"PIS I I - SHEET NOTES r �= 6„Ply s„PI 50 LF 6" PVC 1 I I rOp Op ToP- 6 To TOP s PIS N S\ONAL fN "Plus" I 1-6" 90° ELBOW A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. �S G� - PI 6"PI 6"PI 6"PI ENS TOE�TOE�TOE I / roP roP - 1-6" X 6" HOT TAP N: 706248.54, E: 2446484.80 0 \ FD TOES-T'a - TOE TOE TOP TOP 1 6 0 60 120 180 B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. TOE TOE roP 1-6 GATE VALVE_ TOE 1 � TOE TOE TOE v T'N: 706267.90, E: 2446435.01 I- - 4 OP TOP�Top-_Top roE-�-70E- -TOE �TOE� - - :EG - - - Plan Scale: 1" = 60' C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD U I 15 LF 6" PVC _ CROSSINGS. - - gyp- - -Ep-�-EP-�� TOP�TOP TOP -TOE�TOE TOE-TOE�_rnr- � ZZ1�F123 p - �- - -d3�-d3_�rr T� -TOP TOP -TOE TOE TOE TOE 1-6" 90° ELBOW E C� F OF \� TOE -roE c� D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 9 9T P v - - - - - - j0�=- TOP- N: 706252.90, E: 2446434.99_ > roE TOA THE LARGEST DIAMETER PIPE COMING INTO THE FITTING �� - UE OR VALVE. �/�/ C. �(\N rOP TOE TOP 1 roP TOP TOE TOE-TOE I c� TOP- roP Top Top TOP TEN MILE DRAIN TOE w E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL E-�r0 TOP TOP TOP-TOP TOP I I SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. 1r3E� E OP_ TOP �TOP I E �t4e r0 - N TOE - F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL TaE�, E��ropoE�- E e P - 15 LF 6" PVC N / -\ OF TO -TOE \ �� �rOP` - - Y I TOP rop roPJ CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING \\ TOP SD-403. TOE TOP TOE=Top TOP s TO=T0 TO TOP �Tna_ TOE rnF E P P G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 -� 1-6" 90' ELBOW T �rOE I _ P - - � - PVC OR APPROVED EQUAL. 1-6" 1 1.25° ELBOW / 0 - + - _ sD so N: 706133.20, E: 2446458.89 v P F E- °E r ETo--o w N N N N N N Q 1-6" 90° ELBOW fir`°�TOE, Q 0 N N r, M m N M -1 N N N: 706131.83, E: 2446474.60 _\°T KEYNOTES ® N MLn Ln INST JG CONSTRUCTION 160 LF 6" PVC / ASBUILT:2" PI SERVICE O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL w POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER o NOTE 2 SHEET C1.1 FOR ADDITIONAL u g / Lu INFORMATION. z a z / a 1-6" 1 1.25° ELBOW ° , �' ';� / N F w N w �N: 705977.84, E: 2446413.89 ,%!d `' / 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. z w O W 0 W Q J u 40 LF 6" PVCLD 2. INSTALL WET WELL AND PRESSURE IRRIGATION PUMP N a z a I / STATION PER SHEETS C7.3 AND C7.4. w W� 0 0 u 1-6" GATE VALVE �' / / a o LD a o N: 705940.82, E: 2446393.27 / oyy 3. REFER TO GRAVITY IRRIGATION PLAN SHEETS C8.0 - o z Q F a / y aao C8.2. Cr a a a � z = 35 LF 6" PVC :' �� / / z a Z by / a o 1-6" GATE VALVE \ a �' / 0 w N: 705908.36, E: 2446375.20��� 1 g8 // a a/ CIO 1 Q I ,a �s Z IL a oy DEFLECTION POINT 3 / aj N: 705722.35, E: 2446017.88 n / a o N m Ln L B.,Wa o \o ----i 35 LF 4" PVC ,C) 06 �"R- 5 LF 8" PVC Q CID DEFLECTION POINT 1-8" 45° ELBOW 1-4" GATE VALVE cos N: 705726.69, E: 2445984.17 N: 705716.70, E: 2446262.76 v` Cb a 20 LF 8" PVC 65 LF 4" PVC I ryry� ��_ // /a°y II ASBUILT:4" PI SERVICE 1-8" 45° ELBOW OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM U _ DEFLECTION POINT N: 705711.44, E: 2446244.28 CONNECT TO EXISTING 1-4" GATE VALVE _ C) a j/ SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. W 4" GATE VALVE N: 705730.52, E: 2445917.58 r 1-8" TEE oyoy 1 I 10 LF 8" PVC o, 1-8" GATE VALVE is a O N. 705734.09, E: 2445668.24 0 1-8" TEE a' IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID. 11 1-8" X 6" REDUCER - - 250 LF 4" PVC - - - I I 1-8" X 4" REDUCER ti" N - - - - - - - - - - - N: 705714.27, E: 2446267.12 � 4"P� PI 4" N: 705703.36, E: 2446239.78 w // / i ---�y 86---------�$s6---------� �--- °D �g0 PV �'' 105 LF 8" PVC%y IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. Q z - P� LF 4.. 35 LF 4' PVC 2 .a c I Q J 12"so -I W. COBALT DR. 3 4P �° 1 �// 5 $ s $s a0 1-8" TEE Q W s - - i - _ _ I 2-8" X 6" REDUCER - - - - - - - 0 : 8" a W a w 8 W 8"W 1-6" GATE VALVE • - - - - - - - - - - - - - 8"�y_ DEFLECTION POINT 3 / 6" BLIND FLANGE O z N: 705680.62, E: 2446204.58 1- DC LU _ ASBUILT:6" PI SERVICE oyoy N: 705664.16, E: 2446357.11 -20 LF 4" PVC - �wh_ 5 LF 8" PVC/ / / 35 LF 6" PVC W EG fG EG EG EG EG EG EG EG EG EG ` 1-4" 11.25* ELBOW 90° ELBOW cj I ASBUILT:4" PI SERVICE \ QOr- O Lu - - - - - 1 L - - - - - - ASBUILT:4"PI SERVICE - _Ec L J N: 705674.46, E: 2446223.69 's - - - - - - - - - - - - - - - - _ Cc`fG ` &-w r 1 \\\ 1-6" GATE VALVE O _ ��e Fc 1 N: 705634.57, E: 2446340.64 Q ASBUILT:4" PI SERVICE f _ 91, o / / o zz z i / Q/ ASBUILT:6"PI SERVICE� / C 105 LF 6" PVC \ - O ��os � day S Lu z Q / S c� DEFLECTION POINT "I 79 oy 1-6" GATE VALVE Q S' a N: 705543.03, E: 2446289.70 dodol- S/GgROSU�� Q l l R9 FMFNT Lu Lu 72' ti" a` /0)/ a/a 255 LF 6" PVC Ln / CL U z C W I.J'J / DEFLECTION POINT a � / m N: 705303.15, E: 2446199.85 -30 LF 6" PVC m TOE TOE Tog.\ TOE TOE TOE TOE TOE n T TOP N LL TOP TOP OP OP TOP--�TOP -TOE�- TOP TOP Z TOE 1 TO TO KENNEDY LATERAL z T n TOP TOE m �p TOE ` T- - TOP TOP TOP v TOP- -� I DEFLECTION POINT ASBUILT: INSTALLED 1001f OF 10"C900 N: 705273.76, E: 2446193.86 AND 100 LF OF 4" PVC SDR 35 CONDUIT(TYP.OF 2) z APPROXIMATELY 5-6 FT SOUTH OF KENNEDY Y LATERAL EASEMEN } � �'i'-R912' z � E N G I N E E R I N G 3 Y I 5725 NORTH DISCOVERY WAY N o Q 165 LF 6" PVC BOISE,IDAHO 83713 z PHONE(208)639-6939 7 I kmengllp.com L wN RECORD DRAWINGS I rn I I DESIGN BY: LICK 00 I I THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED N I N I I I UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LICK - INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LICK ti 1 PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS MATCH LINE SEE SHEET C 7 . 1 NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 Q HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. � a RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY .O BEFORE APPLYING IT FOR ANY PURPOSE. W N 2 1-6" GATE VALVE o SHEET NOTES N: 705086.55, E: 2446013.45 m MATCH LINE - SEE SHEET C 7 .0 ONAL 85 LF 6" PVC A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SSA fNG� REMOVE BLIND FLANGE AND I o�CF \CENSFD 'L CONNECT TO EXISTING ASBUILT:6" PI SERVICE N I 19.5' PRESSURE IRRIGATION EASEMENT 0 60 120 180 B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. 6" GATE VALVE 0 1 DEFLECTION POINT N: 705087.74, E: 2445928.45 m 60 LF 6" PVC Plan Scale: 1" = 60' C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD N: 7051 1 1.54, E: 2446178.40 CROSSINGS. — — — — — — — — — 25 LF 6" PVC 12/�F/23 0 � 2'w > 12'W ,2'w I o s D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS lF �OQ 2 THE LARGEST DIAMETER PIPE COMING INTO THE FITTING Of lv * ' I � I 1-6" TEE OR VALVE. �N C. K�N�k DRIVEWAY A(PRIVATE) I 2-6" GATE VALVE 60 LF 6" PVC 1-6" BLIND FLANGE N I N: 705084.22, E: 2446178.25 E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. 1-6" TEE ASBUILT:6"PI SERVICE 2-6" GATE VALVE 1 I F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL SE 105 LF 6" PVC N: 705085.71, E: 2446072.87 CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING I 1-6" GATE VALVE 1 SD-403. 1-6" 45' ELBOW 1-6" 45' ELBOW N: 705018.12, E: 2446077.91 G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 N: 705024.09, E: 2446072.00 III I I li PVC OR APPROVED EQUAL. m 10 LF 6" PVC � oo ASBUILT:6"PI SERVICE 1 M M M M M M M W \ \ \ \ N \ \ Q M Q1 a w Ln 0 I KEYNOTES00 ® N M I m I O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL Lu z 0 0 I POTABLE/NON-POTABLE MAIN LINE SEPARATION o I I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 0 '- o N NOTE 2 SHEET C1.1 FOR ADDITIONAL u m I INFORMATION. F Z Q z 330 LF 6" PVC I N " w uj N Lu r 0 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.2. z Lu z o ° 2 W 0 W oU � o� o N I I 2. APPROXIMATE LOCATION OF FUTURE DRIVEWAY BACK OF N " c' a z a I I CURB. j O g W a o a w o o Q N - Q o o N o ( o 0 0 Q z Q z w ~ v I I c� Q v Q �_ o I g w a w z m a oo 0 w cc a Co w Y I Q o Cr I I Fri a u I I n I O •--I N M I� 1-6" GATE VALVE w V1 lD N: 704688.14, E: 2446076.09 00 I z I m N 35 LF 6" PVC ^' 1 o 2 I w ~ 1 V o r ) I � m 1-6" GATE VALVE—z' I I N: 704654.82, E: 2446075.90 I I U w o 0I W _ I m d I O I LL uj OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM N m I SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. Q z IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NMID. 0 -+ a w a N O j IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. z Lu a _ J w O V O O O m \ a Q p = p 0 0 �d I CONNECT TO EXISTING J Q o ~ °� N 4" GATE VALVE Q Q ` 0 I N: 704349.69, E: 2446085.24 m _ T°F I I p — 0 -� 80 LF 4" PVC z � o I � Q z ASBUILT:6"PI SERVICE a n? 1-4" 90' ELBOW — — — — — — — — — — v- - - _ \� p_ 1-4" GATE VALVE 5 I �TOE 1 �704348.54, E: 2446166.88 T o w Q I I /'- - - - - - � - - �- - - I — — z G _� S S S I < G �C S s � CONNECT TO EXISTING— — — U. ASBUILT:6"PI SERVICE INSTALL 1-6" TEE �0 Q L u 2-6" X 4" REDUCER I II 1 I N � N: 704349.84, E: 2446074.22 01 � II w I e D w r - - - I Q W L CL, TOE Z� II I I o of U _ I 375 LF 4" PVC z I II N I w - m III I X N m V II I I a II Z I II O Z II v f N N II0 Icni III I� o — z I I I o N - - Z II N 3 I I I o E N G I N E E R I N G 5725 NORTH DISCOVERY WAY N o I BOISE,IDAHO 83713 o N aI CONNECT TO EXISTING PHONE(208)639-6939 a I I 4" PVC PIPE RECORD DRAWINGS kmengllp.com I N: 703975.34, E: 2446164.82 DESIGN BY: LCK THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED N I UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK N INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN ti I I PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS CHECKED BY: LCK DATE: DECEMBER 2023 I NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 Q HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. � o a a w W. EXCURSION LN. (PRIVATE) $w I I RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O - — OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY a Fi Pi Pi Pi Pi 3 i �— — _ _ _ — — _ BEFORE APPLYING IT FOR ANY PURPOSE. C 7. 1 w a AC PAVED SURFACE SEEPNOTEE1 BBLOOTHERS s c, 5\pNAL fN VARIES, 2.5"-3 \cENSFo ti /" ,-3/4" MINUS BASE, BY OTHERS 8 w VARIES 4"-6" �I J� 12/4/23 �o w < qTF \�P SPIT—RUN SUB—BASE, BY OTHERS C�,�'�/� Cf\Y/, 00 I VARIES, 10 —16 _ z = p p p TEMPORARY BACKFILL AS p p p 0 0 O O D� I REQUIRED TO MAINTAIN I I O O O 0 _12" COVER OVER SLEEVE z - _ -- -- -- -- SUB GRADE ELEVATION, BY w — OTHERS, SEE NOTE 1 BELOW Lu o COORDINATE WITH PAVING =_ I PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT CONTRACTOR FOR REMOVAL — — — SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. Lu m m m m m N N LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: o � M FINDER TAPE CARBON MODEL 910T COVER NON—POTABLE WATER — FOR IRRIGATION ONLYLn O LOCATING WIRE IN PERMANENT LETTERING FINISHED SOD GRADE (2) 3" CLASS 200 SIGNAL CONDUIT WITH 1/4" 2'° w NYLON PULL ROPES ISPWC TYPE—I PIPE BEDDING FINISHED TOPSOIL GRADE COMPACTED TO 95% DENSITY. I III III III III III III II III II ° PIPE AND BELL III III III III III III III II III CARSON MODEL 910 N ZUJ z 10" VALVE BOX cn F w g o uj MIN. 4" TRACER WIRE LOOP W o W ° J ° Z N N g Ln MIN. 6" SLEEVE MIN. 6' SKIDS PER ISPWC SD 307. ro. w W 0 a 0 a a SEE SLEEVE SCHEDULE, THIS SHEET VALVE NUT _ a o o o ID o SEE DIA. SEEFOR MATERIAL AND MINIMUM SIZE Z z NOTE 5 NOTE 51 u cr u Q U Qcr a w a o a cr z g = "' a z ISOLATION VALVE 10" CLASS 125 PVC PIPE a o Lu o SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED 2 UNI—FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN a NOTES: NOTCH PVC BOX, BOTH SIDES Z 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD `" m "' D ^ 4" 5.36" 8" PVC C900 8 28" SUB-BASE, ROAD BASE AND PAVEMENT. 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 6" MIN. ° e a a #4 REBAR 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT „ ° , SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP C 6 VARIES 6 PIPE AS SPECIFIED IN SLEEVE SCHEDULE. " °a „ U 10" 12.79" 16" PVC C905 15.92" 12 MIN. MIN. MIN. 4 MIN. OF 3/4 MINUS GRAVEL Lu 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL a a UNDER 10 PVC PIPE --I 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° O 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK NOTES: A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR z PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: a a B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL � J PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE 0 z NTS NTS Sw G W 0O > O a oc a v) oz � Q Ua zw � o o � ow Q a � oc a w �c N a W U z Lu a m m In >d O] N n 2 Z z Q U M O lam N Q Vf Z Y Z g E N G I N E E R I N G 5725 NORTH DISCOVERY WAY N o BOISE,IDAHO 83713 z PHONE(208)639-6939 7 kmengllp.com z RECORD DRAWINGS DESIGN BY: LCK THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DRAWN BY: LCK a N UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK ti PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 Q HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. or. a RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY . BEFORE APPLYING IT FOR ANY PURPOSE. W N 2 N KEYNOTES 13' 1. INSTALL REINFORCED CONCRETE PAD (13'x11'). DESIGN ASS\ONAL fNc� BY OTHERS. VERIFY ALL DIMENSIONS PRIOR TO ENSFD 'L 0 2 4 6 CONSTRUCTION. Plan Scale: 1" = 2' 2. INSTALL 60" INSIDE DIAMETER PRECAST WET WELL. 8 DESIGN BY OTHERS. C0 3. INSTALL 6 LF OF 12" DIP INTAKE LINE ® 1.0% SLOPE. �� 9TF OF \OQ� 4. SEE GRAVITY IRRIGATION PLANS FOR G—IRR BOX #3. y��/�/ C I 5. SEE PRESSURE IRRIGATION PLAN SHEET C7.0. °D 2" FILTER FLUSH LINE—TO WASTE 1" SCREEN 9'-4"' 3'-8"' i2"ci SUPPLY LINE CO M M M M M M M 8" FLANGED PIPE 3 4 o N m `�' N `��' N STUB `�" m Ln � 8"PI 8"PI Lo 2 N O 9 5 „ w O N V N w H A d ^ F Z Q Z (D Z ui V w I N H w cn tD Z Z N N w H F Z O O 2 w 0p w uU -j U 2 u 2 W z �r W W U Q Q O O N Q N - Q o 0 0 0 0 z z � u Q U Q a A w Q Q Cr Z Cr N Z Q LU U Z G)' Q O w 2 06 Q a ^' Z PLAN O c-I N M ul to n SCALE 1" = 2' z U SEE SHEET C7.4 FOR W PUMP STATION PLANS o o --I (DESIGN BY OTHERS) Q b Q z J 26.5"� ® W o zw RIM 2585.00 LJ..I Z J TOP OF CONCRETE: 2584.36 a O u � L \/\�` _ O z �, \\j � — \// Lo/ 4 m 3.5' 8" DIP SPOOL (FL X PLAIN END) W INSTALL NON—SKID, 5' RUBBER COATED STEPS W PER ISPWC STANDARD Q W Q LU DRAWING SD-501 SEE GRAVITY{ 8" ELBOW 60" I.D. IRRIGATION PLANS FOR cc z G Z ° G—IRR BOX #3 Q O 5 LF OF 8" PVC 8" RFCA a c WATER LINE @ 1.65 CFS 4 SEAL PIPE PENETRATIONS z W WITH KOR—N—SEAL BOOT (TYP.) ^ 2"x6" CHECK BOARDS HWL 2577.75 p HWL 2577.75 p 4 WEIR 2577.50 TONGUE AND GROOVE - - (/) � LWL 2577.08 LJ..I � — p INSTALL 6 LF OF N 12' DIP (FL x PLAIN 4 � 4 END) ® 1.0% U z CLEMONS SELF—CLEANING LJ..I a a SCREEN. SEE GRAVITY m INV. OUT: 2575.00 IRRIGATION PLANS FOR -11 m o o a ADDITIONAL INFORMATION. i IN IN: 2574.95 m d 4 Z 60" INSIDE DIA. PRECAST WET WELL. z DESIGN BY OTHERS. PROVIDE 4 ao IIIIIIIIIIIIIIIIII SUMP 2572.50 g BITUMINOUS MASTIC AT ALL JOINTS. IIIIIIIIIIIIIIIIII ° d m 4 N IIIIIIIIIIIIIIIIII 4 N z z 4 = 8" OF CLEAN 3/4" MINUS 4 E N G I N E E R I N G GRAVEL W/LESS THAN 5% c 6" MIN. 5725 NORTH DISCOVERY WAY o PASSING THE NO. 200 SIEVE. BOISE,IDAHO 83713 z COMPACTED TO 95% MODIFIED PHONE6939 z) a PROCTOR DENSITY r WELL INVERT ELEVATION: 2568.86 kmenglllp.com z RECORD DRAWINGS PREPARED SUBGRADE AND BACKFILL COMPACTED '� J 4 c \ DESIGN BY: LCK TO 95% STANDARD PROCTOR DENSITY 8" OF CLEAN c J 4 / '. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED w /\\ UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q 3/4" MINUS GRAVEL W/LESS THAN 5% PASSING INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK PROCTOR DENSITY a THE N0. 200 SIEVE. COMPACTED TO 95% MODIFIED \ \/\\/z PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q �i\// DATE: DECEMBER 2023 o NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. or. a RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY SECTION a BEFORE APPLYING IT FOR ANY PURPOSE. . w SCALE 1" = 2' SHEET NOTES A. SEE SHEET C1.0 FOR GENERAL NOTES AND SHEET C1.1 ASS\ONAL fNc/ FOR EXISTING CONDITIONS AND DEMOLITION PLAN. \CENSFD 'L B. FOR GRAVITY IRRIGATION INSTALLATION OCCURRING PRIOR TO ISSUANCE OF ACHD PERMITS, AN INDEPENDENT 8 TESTING FIRM PERFORMING BACKFILL DENSITY TESTING 12/14I23 0 WILL BE REQUIRED. TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE PRECONSTRUCTION 9� qTF OF \�PIv \ o \ o MEETING.00 0 y S� N r ro 80.37 F0.63 o°1 �� ,\ C. GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO K r FL �T 80.68 \ BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF \ °r TOP =�0 FL ROADWAY CONSTRUCTION. MEASURES SHOULD BE TAKEN o 77 27 80'F� �oP Tp�79p- -I ` / / DURING CONSTRUCTION OF THE ROADWAY TO PROTECT \\ \ \ 1- 0 FL ` �OQ OS I < o \ THE PIPE. O 77.34 77.40 80.25 _ _ - J \ \ o° \\r , 77.25 FL FL FL/GB I \'` 81.39 D. IRRIGATION MANHOLES SHALL BE PRE-CAST WITH FLAT 0 77.44 �o SD SD_� N I �0 81.1 FL 6°e� TOP. STANDARD MANHOLE FRAME, COVER, AND RISER 77.21 FL 77.51 78.14 0`� - - `� JFLP toP PER ISPWC STANDARD DRAWING SD-617. COVER SHALL / FL 0.3% FL 79.71 a I °o 81.12 \ ° i BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER 0 77.15 �oQP 77.79 FL FLA (� I SD 80.93 FLO /� \Y 0 77.54 FL/GB 78.39 79.44 / I v� J / TO PLAN FOR INSIDE DIAMETER. \ FL FL 0 0• - - FL to \ -� o \� 76.57 4 FL - - \T TOP_ TOP TOP 1. FL i I I TOPp'3%To _� 6"PI N N N N N N r Q o N N � m m 0 o TOP TOP TOPOp ✓0 I 80.87 l TOP�_ f 0 6„�1 4 \ \ rq FL TOP=TOP TOP TOP TOP TO TOP SOP I I - - - - - FL - 6"PI I " 0Ln ® 0. TOP- _ \ �° \ 76.60 /p TOP-TOP 4 - - - - - 00 �6"P�� _ - -�No w �° �o �° KEYNOTES ® N m 6"PI 6"PI 6"PIS 6"PI Ni /\ \ \ \ \�° tpP - - - - - - - - - y ` 5 P�tOP - - - - - - - - - - - - - - - - - - - - - - - - a - - 0D � � / �/ UTILITY MAIN/MAIN CROSSING N ° 0� t0 _ _ - - a�M/a-�en/a M/a` AA/a nn/a nn/a nn/a M/a M/a - - a / /12 �, ° MAINTAIN VERTICAL AND HORIZONTAL w \ 2 18" INV. 2576.01 Y N✓a-M/ \ \ 2 �/ �, 12"w�12"w 0 °' ° POTABLE/NON-POTABLE MAIN LINE SEPARATION 12"W 12"W 12" 12"W 12"W 12'W : 00 �12"w 12"W PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 0 W/ 12"w� "w " " 12'w / NOTE 2 SHEET C1.0 FOR ADDITIONAL Lu N \ o 12 0 = / INFORMATION. a \ �, ►+� 12w� S. BENCHMARK WAY �' \ / z w < w 'W' m 12"S 12"� 12"S s 8"S 8"S 8"S 8"S 8"S 8"S 8" 8"S s - N N _ Z w 00 - 1. CONNECT 12" ADS PIPE TO CONCRETE BOX. CORE DRILL z z N - - - I `j3 °�� HOLE AND GROUT. w 0 w uu _j u / �, z 03 2. INSTALL METAL END SECTION AND TRASH RACK. REPAIR > w u o o u u / -03� EXISTING RIPRAP AND GEOTEXTILE FABRIC TO EXISTING ~ Q o 0 0 0 (D o / 03 _� CONDITIONS WITHIN TEN MILE DRAIN. o = z a 1$"GI 12"GI 12"GI 12"GI 112"GI 03� _ z = Q a 6"PI 6"PI 6"PI 6"PI 6"PI 6'PI \ / 3 / �G cJ3 _ - - - u Q u 0 03� _ _ - - - - 3. INSTALL STEEL CASING PER SEWER IMPROVEMENT PLANS. g a 0 a w a_ w G-IRR BOX #3 / - - - - - u o �Z 12'G!6"pr� STA: 6+90.97 OFFSET: 0.00' 1 `�G _ _ - - 4. INSTALL TEMPORARY FIELD DRAINAGE SWALE PER DETAIL, o w o =cP \ N: 705694.29, E: 2446261.72 I \ - - - THIS SHEET. DEVELOPER SHALL COORDINATE AND RECEIVE 2 EXISTING G-IRR BOX #4 r AUTHORIZATION FROM PROPERTY OWNER PRIOR TO 06 KENNEDY LATERAL o STA: 8+18.53 OFFSET: 0.00' INSTALLING SWALE. a �► ���! I G-IRR MH #2 (48-INCH) - N: 705594.28, E: 2446182.60 c� \ as STA: 3+68.63 OFFSET: 0.00' � 3 \ 5. INSTALL 56LF OF 18" ADS SANITITE HP @ 1.0%. z / \ G-IRR MH #1 (48-INCH) N: 705975.91, E: 2446418.54SID "'° STA: 2+14.98 OFFSET: 0.00' / O \ N m Ln �o °o \ 00 00V N: 706123.49, E: 2446461.29 / 03/ \\ \ z ° 2 "o\ o A00 00 / \ O / ' _IQ \ ate \ , \ \ \ U a.0 \ w �°00 O ALIGNMENT "A" PLAN AND PROFILE Q Q J 0 50 100 150 0 5 10 15 0 Q Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' o zw �C w c LL G 0 � Q Oz 2600 2600 Q Q O Z J U Q - 0 zQ ( ^ N 2595 2595 - � � � p � � z n N .. �� �w z Sw (< z_ Lu N j z G V 0 �• z N N X� LO't N z o .Ni U .Zi O N Cn LL 2590 00�� �" Z0� Mo 0 0 Wo 00 0 2590 Q J N r- r \ Q IioO N N OOON N Xrn 01 oN LO I Lq �O� r � 5 �00 LIt L00 OOOr N �I� � N a0 o� r mrn`nu� �00`nu) Ln N � � g� �jLo N NMNr r �c+0(N0_ Z 0 0 H000040_ Z 00 � + N Z 0 200 .r LO N I ��� > > > X��� > > > /� NN.�:2 0 �+ NN ? 0V)wV) Z Z W(n0_() ZZ 2585 0 N Of N Z Z of d ? 0 1 1 2585 9 > > > FINISHED GROUND 0 0 o U) z z_ (MIN. 1' COVER) � U \ \ EXISTING GROUND - J 2580 \ \ _ - - °° 2580 m x _ m \ ` - - - - RECORD DRAWINGS cri \ ' I THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED 3 \ UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS m INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN LL 2575 2575 PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Z NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD zz \\ ' DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY 1 18.2' of 12" ADS SANITITE HP ® 0.41% HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE 11 STA 1+53.81 L317.3' of 12" ADS SANITITE HP 0.40% RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO INV. 2573.88 I OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY g 2570 \�� 149.7' of 12" ADS SANITITE HP ® 0.40% 2570 BEFORE APPLYING IT FOR ANY PURPOSE. in z 59.2' of 12" ADS SANITITE HP © 0.39% 3 E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY N EXISTING GROUND CENTERLINE OF GI PIPE ALIGNMENT 6 BOISE,IDAHO 83713 FINISH GROUND CENTERLINE OF GI PIPE ALIGNMENT �I� PHONE(208)639-6939 z 0 2565 V) 2565 J kmengllp.com _ 1 DESIGN BY: LCK � r ' 0 `no rnN o ao ' �n � 0Lq ro o . r � � 0 . r 6, OoM 00 ta 00 � 00 DRAWN BY: LCK 00 00 00 00 00 00 00 00 00 00 000 n 0 0 LO 0 � L0 L0 � L0 L0 LO 0 ,� CHECKED BY: LCK N N N N N N � N N N C14 04 DATE: DECEMBER 2023 FIELD DRAINAGE SWALE PROJECT: 22-144 p 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 SCALE: NTS SHEET NO. or. 0 O V V N U w N 2 SS�pNAL fNG o�cF \CENSFD 8 1214123 0 9� qTF OF \�P �Iv C y N CHECK BOARD NOTCH, TYP. CLEMONS SELF-CLEANING SCREEN WITH 70"x36" HINGED ACCESS 2-1/4" SEALED BEARINGS (CW1400, 24M) OR DOOR. EXPANDED METAL m APPROVED EQUIVALENT. SPECIAL ORDER 12" LID, #5 MIN. OUTLET PIPE AND FLANGE SIZE. SCREEN SHALL HAVE 6" MIN. HORIZONTAL ANCHOR LID AND SUPPORT CLEARANCE FROM OBJECTS. SELF-CLEANING WITH 3/4" SST ANCHOR 2" MIN. PAST WEIR BOARD, TYP. SCREEN ONLY REQUIRED IF PIPE IS BOLTS MOUNTED INTO w N N N N N � N 2"x6" CHECK BOARDS CONNECTED DIRECTLY TO WET WELL. CONCRETE BOX, TYP. PROVIDE LOCKABLE HASP ASSEMBLY a o N rq m � m TONGUE AND GRrq OOVE WASHERS AND REMOVABLE WELDED TO DOOR N m n �o NUTS. EMBED 6" MIN. 4 4 4 A 4 NOSTEEL EPANO HINGE, HINGESTMALLOWED. Z J z 2' 4' 0 6" MIN. (TYP.) /q Ln w Ln F z a z IT )vvvv\AAN F z w V w w N 12" ADS 12" ADS O � W O z a 0 12" ADS 12" ADS cn � � u 2 W z a w W z o r1 o `N' a u - a o 0 0 0 0 0 z 90. Q a a Lu a o a cr zC= z a z a 0 0 0 SEE LID DETAIL, THIS SHEET 0 w a a a o_ vv lvv INSTALL PRE-CAST CONCRETE WEIR BOX WITH 70"x44" EXPANDED METAL LID, #5 MIN. z `Q°' 0 6" THICK MINIMUM WALLS. CONTRACTOR PROVIDE CUT OUT FOR GATES. 0 c-I N HALL VIDE SHOPDRAWINGSJ M Ln l0 n ENGINEER FOR REVIEW AND APPROVAL PRIOR z TO INSTALLATION. N INSTALL 12" DUCTILE IRON PIPE WITH FLANGE. REFER TO PRESSURE IRRIGATION PUMP STATION PLANS FOR ADDITIONAL INFORMATION. U w O 00 a � z PLAN VIEW LID DETAIL Q Q o � Q � O z oc w SEE LID DETAIL, SEE LID DETAIL, 2 THIS SHEET THIS SHEET Q O W RIM 2585.00 RIM 2585.00 = > 4 J Q O \\/\ \\ \\ \\ v Q z w /A w Q 6" MIN. 5' 6" MIN. z L Q #4 REBAR - 12" O.C. BOTH WAYS. BEND AROUND cv Q CORNERS (TYP.). PRE-CAST MANUFACTURER TO VERIFY AND 6" MIN. PROVIDE STRUCTURAL CALCS. 2"x6" CHECK BOARDS > TONGUE AND GROOVE z Q 6" MIN. WATER LINE ® 1.65 CFS :2 5Q HWL 2577.75 p r HWL 2577.75 2"x6p' CHECK BOARDS WEIR 2577.50 j p TONGUE AND GROOVE 4 #4 REBAR - 12" O.C. U BOTH WAYS. BEND AROUND z 12" ADS 12" ADS CORNERS (TYP.). PRE-CAST MANUFACTURER TO VERIFY AND LJ..I PROVIDE STRUCTURAL CALCS. m x 12" ADS 0 12" ADS 12" DIP (i N INV. OUT: 2576.02 INV. IN: 2576.02 m CLEMONS SELF-CLEANING CLEMONS SELF-CLEANING ' SCREEN 12" DIP7rmm SCREEN 4' INV. OUT: 2575.00 0 0 a z N 0 a m N SUMP 2572.50 SUMP 2572.50 RECORD DRAWINGS N g / THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS Y INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN z PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS E N G I N E E R I N G R g SECTION A-A SECTION B-U NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD 5725 NORTH DISCOVERY WAY n DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY BOISE,IDAHO 83713 o HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE PHONE(208)639-6939 Z o RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO kmengllp.com OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY DESIGN BY: LCK BEFORE APPLYING IT FOR ANY PURPOSE. DRAWN BY: LCK Q G-I RR BOX #3 DETAIL CHECKED BY: LCK SCALE 1" = 2' DATE: DECEMBER 2023 PROJECT: 22-144 Q SHEET NO. 0 O C8. 1 u W N 2 F.SS\0N A L f NG CONNECT 12" ADS PIPE TO 0 2 4 \CENSF10 CONCRETE BOX. CORE DRILL HOLE AND GROUT. Plan: 1" = 2' 8 ,n� 12142-3 0 � 0f Iv qcn CONCRETE BOX TO BEc CONSTRUCTED WITH N C KENNEDY LATERAL PROJECT 4 4 ' N INSTALL 2"x6" CHECK BOARDS TONGUE AND GROOVE CHECK BOARD NOTCH, TYP. Lu N N N N N N Q 8" MIN. (TYP.) Ln 2-1�4" N m 3.5' I 3.5' z Lu V 18" WATERMAN C-10 CANAL z z V z GATE TO BE CONSTRUCTED c� ui WITH KENNEDY LATERAL z Z V) 2 F 2 z o PROJECT 2 w p w �u � v cn 2 2 u g uw z a a 3' 4' w W z Ov u vv Q N — Q 0 0 0 0 C7 0 z U Q U Q a w a o a cr z g = "' a z z a oo w 2 06 a a 00 a z Ln to Z 4 U Q w O 63°8 �'b a N SEE LID DETAIL, Q Q z THIS SHEET Q CHECK BOARD J NOTCH, TYP. SEE 0 DETAIL, THIS SHEET. Q 0 z oc W PLAN VIEW w 00 > =J o Q 0 Q0 18" WATERMAN C-10 CANAL co J GATE TO BE CONSTRUCTED 0 z Q WITH KENNEDY LATERAL (.0 Q F- LID TO BE INSTALLED WITH PROJECT _ z W KENNEDY LATERAL PROJECT Q� 0_ O RIM ELEV.: 2585.00 c) L W / 4 4 -� z 2 _< '� �/ 4 4 77 -/7- �T DC 4 8" MIN. 4 / 4 4 \/\\/\/\\ WATER LINE @ 1.65 CFS 4 U 54" RCP INV.: i 2577.50 i HWL 2578.65 p 4 INSTALL CIPOLLETTI WEIR. W J\ i = ELEVATION 2578.29 m 8" MIN. a v 4 4 CONCRETE BOX TO BE N CONSTRUCTED WITH / INSTALL 2"x6" CHECK BOARDS KENNEDY LATERAL PROJECT 4 / o TONGUE AND GROOVE o -1 4 m 4 4 4 J Q SUMP ELEV.: 2575.50 N 0 4 4 N N 4 4 3 8' 4' Y 18" INV.: 2576.50 E N G I N E E R I N G 3 SECTION A-A 5725 NORTH DISCOVERY WAY N BOISE,IDAHO 83713 f'JI PHONE(208)639-6939 Z o kmengllp.com RECORD DRAWINGS DESIGN BY: LCK THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DRAWN BY: LCK Q > UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK NOTE: PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q 1. APPROVAL BY NMID IS REQUIRED PRIOR TO INSTALLATION OF CIPOLLETTI WEIR, CHECK BOARDS, AND PIPE CONNECTION. NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22-144 0 m HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. G-I R R #4 DETAIL RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY ��. r v, BEFORE APPLYING IT FOR ANY PURPOSE. SCALE 1" = 2' W N 2 N I I SHEET NOTES Id„s Id„s Id s I I I A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH ASS\ONAL fN�� Id„s6„pl— I I CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION p� \CENSFD 'L 6 Pi 2tz�—6_Pl�s"PI I 6„S 0 60 120 180 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY �6"pl� CONFLICTS EXIST. roP TOP a ^ --�:6 p' 6"ply I N 6'W Plan Scale: 1" = 60' 8 \ �= 6"PI 6 PI _ B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE I rop pop rop PI _ ,n� 12/�F/23 o Q N CITY OF MERIDIAN. TOE TOP TOP—TOP "PI—6 I 6"PI 6"PI 6"PI 6 PI 9 4" TOE TOEI— rfl Top — —_ _ I g C. SERVICE - ALL STREET LIGHTS SHALL HAVE �y F Of TOE--IQ. --TOE TOE TOE TOE TOP TOP�Top -� \J TOE TOE TOE o rop (_ — UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE C �(\ OP TOP TOP TOP '10�--TOE`. DOE—TOE—TOE TOP TOP — Ec — — — VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. I CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE — — gyp— — —Ep TOP TOE TpE—TOE TOE�r„& _`TOE + LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL —Ep—� TOP Tpp— TOE E T�roe TOP TOP—Tpp TOE TOE TpE ��oE-� ToE UTILITY AND PAVEMENT CROSSINGS. _ "—� c� TOE TEN MILE DRAIN ToE D. METERING - CONTRACTOR SHALL COORDINATE METER I - Top TOE TOP TOE— Top TOP 1 \ r _ — TOE TOE TOE w Top Top TOP LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. TOP --- � _ OE—`TOP— TOP—�TOP�TOP I WHERE A METERED SYSTEM IS REQUIRED, NEW �� e E\ pp�TOP� Top WHERE DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 poE_�TpE — N �roE 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH ��T�— OP �_ TOE �c�PI�TpP� I a, N' TOP END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE m m m m m m m TOE T Tpp I I w N N N N N N OF a ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY Q o N N r m U) m TOP �—TOES 56281C HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL N m n TOE TOP— 56282Crq T0�-TOFT� Top TOE TOE — E P r �� ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS —To TOE TOE I Z�pE TOE Top P T — — — WHEN THE ADJACENT PROPERTY IS DEVELOPED. / L E OEM E H sD sD CITY OF MERIDIAN STREET LIGHT NOTESLu -� 0 v� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF L, w N THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL , � a �TTz z / ELECTRIC CODE. ~ a ^> N N w 2i L /0• U / / 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE z uj w F F Z / / ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT O g W z uu o ,�, ao AND REQUEST INSPECTIONS. N g ou g a z es 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, w W o ul o u o u AND FOR THE POLE AND ASSOCIATED WIRING. - a o 0 o z ID o 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND U a U a a 2' MIN. FROM WATER METERS. a o a z a Z 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT a DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD 0 w o I / 56283C COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 06 / oyoy 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS a AtREGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. � z ti� 56284C 8 / LEGEND 8 m � Ln Cb INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, �� DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST IL ti� / °ti., CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 W � �Q� STREET LIGHT POLES SHALL BE ROUND STEEL POWDER-COATED BLACK PER THE CITY OF MERIDIAN C SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING N �a =V� // HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR 5 ��• � � STREET LIGHTING), OR HAVE BEEN PRE-APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND Lu L 1) UTILITY COORDINATOR. 56285`C �� �' �/ /Y r � O EXISTING TYPE 1 STREET LIGHT o''y yl a Q �� - - - - - - _ 56278C I I / () �'. Io z *,Pill 4�RI 4"P 4"PI 4"PI —4"PI— — 4"PI— — °D tea ' � / Q 3 18 86---------j�6---------1 S"86---- 4— / a a _I ao — - PI I O 12"SD —I W. COBALT DR. 3 �4"p/\ I 56287C / 8„ W — . "S $"s °° _ 4P/, 56280C — ter a °yam - - - - - - - - - - - - - oC z - - - - - - - - - - - - - - - � _8 56288C w J Q tu 2 • W — , �8.1v � / / m M > EG �G EG EG EG EG EG EG EG EG EG ` ` O EG- - - - - JL1 — 1 - - - - - - - - - - - - - - -L — — — — — — — — — — — — — — — OU z `Ec `EG \ Q G 56289C \ 8 /� �h oC F- 56290C / Q Lu Lu dodoi d0dol / `v 05 / a/a~ z Lu 56291C / /I� //a/ m 56292C a / x x V a o —TOE Tos. TOE — — — G OE TOE ° TOE—TOE —TOP \ TOP EG �' / I TOE TOE TOE TOE TOE TOE TOE—�TOE 3 TOP TOP OP TOP o —TOE � TOP TOP TOE m TOE —TOP —TOE Q TOE T TOP TOP TOP TOP TOP TO \ a TOE—TOE�oP—TOP E—TOE—TO—, TOE IUL— Tom— �' T 0 TOE TOE TOE 11�TOE TOE TOE TOE \T TOF — TOP TOE Y_ — — — TOP TOP TOP TOP TOP TOE Op TOE —TOP —TOE_TOE TOP TOE— w I — TOP TOP TOP— T a TOE TOP ToE TOE -- Q rn T P� \ OF z TOE—TOE —TOP -TOE-_TOE_-p"OE p\ \ 5725 NORTH DISCOVERY WAY N rp ENGI EERING Z —TOE— TOP—TO'TOE--TOE TO�p -TOE—TOE ( 56293C z 56294C Tpp\TOF \TOp TOf\ BOISE,IDAH083713 = TOP TOE-TOE--P TOE 1 m F a STOP TOE-TOES- TOE J I TOp\ TO PHONE(208)639 6939 7 I I \ \TOp\ \ kmengllp.com L tpE 'TOE 'TOP— TOE o o N Tpp Tp RECORD DRAWINGS 3 TOP TOE w v v Tpp o —10E � �� o \ DESIGN BY: LCK `— o THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED z TOP TOE TOp\ \TOE 7'6 UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS DRAWN BY: LCK Q I TOp T INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LCK a I ti o I PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q o ~ I I NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 ~ m I DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 C) HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. - RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O o o OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY �� O r , N \ IRRIGATION SLEEVE o m MATCH LINE SEE SHEET C9 . 1 BEFORE APPLYING IT FOR ANY PURPOSE. uj 6„P 6"PI 6"PI a - - - - m MATCH LINE — SEE SHEET C9 .0 SHEET NOTES JAAL o A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH o�cFSS\oCENSF�c��L a I I CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION o N I 0 60 120 180 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY o I CONFLICTS EXIST. `" I Plan Scale: 1 = 60' 8 s'PI s"PI s"PI s"PI s"PI "PI s'P1 s' I I 1 B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 12/�F/23 0 — — — — — — — —7- 12"W _ _ CITY OF MERIDIAN. J' Q - - - - -12"W - 12"W 12"W o 1 12"W 1 I �9TF �;) 1— t ~ s I C. SERVICE - ALL STREET LIGHTS SHALL HAVE � Of Iv _ _ _ _ _ _ _ _ - - - - - F- - I I I I Ik ~ DRIVEWAY A(PRIVATE) I I UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE — — i — — — — — VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. I I CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE N a � LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL w ~ v p l I I I I I m UTILITY AND PAVEMENT CROSSINGS. 55095C 55096C D. METERING - CONTRACTOR SHALL COORDINATE METER � N I I I � - - I � J �I � LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. a or - I o o I WHERE A METERED SYSTEM IS REQUIRED, NEW I I o I DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. tA 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE N N N N M N N I I I ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY ~ o N N rn a i I I a w HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL N mLn a w m I ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS 1 1 I I o o I WHEN THE ADJACENT PROPERTY IS DEVELOPED. I I I m I N w � � I i CITY OF MERIDIAN STREET LIGHT NOTES o I a I I I I ~ m 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF Ln v N THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL a I ELECTRIC CODE. N F w N 2 I o 0 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE z w If) z o ° I ONLINE CITIZEN PORTAL AThttps://citizen portal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT O g z o z 0 0 I m N I I AND REQUEST INSPECTIONS. N 2 g u g Lu z a 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, W 0 0 Lu o < u AND FOR THE POLE AND ASSOCIATED WIRING. ~ a o o o o I I I w a I N I I I 4. STREET LIGHT BASES SHALL BE LOCATED MIN. FROM FIRE HYDRANTS ANDaU a a 55097C 55098C ' , ' Q = Q-1 2' MIN. FROM WATER METERS. o Cr za Zm I 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT a I Q I I I DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD o w o I a 40 Q COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 2 a I I I o 0 I I o 0 Y I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS a N I I ~ I I REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. I I I m I Z a I I I a m Z I I uj LEGEND I I I I O O O coI N M V1 D I� ~ 0 1 N I m vi INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, a I I I I DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 w "w I I STREET LIGHT POLES SHALL BE ROUND STEEL POWDER-COATED BLACK PER THE CITY OF MERIDIAN I I I m L M : SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING a I I I HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED I I I I I FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR u o N I I STREET LIGHTING) OR HAVE BEEN PRE-APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND LJ..I w ~ UTILITY COORDINATOR. I I I m I I I WO EXISTING TYPE 1 STREET LIGHT I I 55099C I 55100C w 0 I� � N o0 � z w O < I I I a Q \L I I a0 0 I H w ~ v N I I z m \ I p 0 w I a I I 6b�� �I I I a Ilk w Lu 1 0 � f Q - - - - - - - I I o a co O 2"W 12"W I m cO I z I I woo l l I UQ I— — — _ N 55101C 55102 0T ° - - - - - - - - - - - - - - - - - - - 4"PI f — — — — G V S S S S S S S S S -I I Q J s — — — — — — — — — — — — — — — — — — — — — — — — — ;­ o� Q w w o w I I m 0 R I H - - - II TOE 11 1101 U II I z I � I _ Crm I I � '0 — - III 55104C < � 55103C V Icni 3 I I II 41 m II N a Q III I V a I 11 o N o E N G I N E E R I N G Z II Y 5725 NORTH DISCOVERY WAY N Z I BOISE,IDAHO 83713 PHONE(208)639-6939 7 a Z I I m I h °O� kmengllp.com 0 55105C N 55106C RECORD DRAWINGS DESIGN BY: LICK U THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED DRAWN BY: LICK Q UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS IIffJFP= � N INFORMATION IS BELIEVED TO BE RELIABLE,THE DESIGN CHECKED BY: LICK PROFESSIONAL CANNOT ASSURE ITS ACCURACY,AND THUS IS Q NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DATE: DECEMBER 2023 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY PROJECT: 22 144 Q — — — — — — —_—_ I I HAVE BEEN INCORPORATED INTO IT AS A RESULT.THOSE SHEET NO. � a —8"W 8W 8"W 8W 8W 8 8W nw nw o a _ W. EXCURSION LN. (PRIVATE) $W N I I RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO O PI PI P PI PI I PI PI PI PI PI I OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY (� N 3 — — — — — — BEFORE APPLYING IT FOR ANY PURPOSE. C J. 1 w a