Loading...
HomeMy WebLinkAboutConstruction Drawings MERIDIAN STANDARDS, �SS�ONAL fNc SPECIFICATIONS, AND ENsePOLLARD NORTH SUBDIVISION NO , 2 DRAWINGS go go . : 860 CONSTRUCTION PLANS — cc,tiTF C. K� Y' Iv EN MERIDIAN ID ' N PROJECT . Digitally signed by �7 Lachlin Kinsella, P.E. Date: 2025.08.05 �z � e� ■ � J 17:22:47 -06'00' Lu MERIDIAN, ID o W.CHI DEN BLVD. LOCATION MAP Ln ® z O 0 80 160 240 `n g Plan Scale: 1" = 80' VICINITY MAP L NO SCALE I I RYENN HOLDINGS LLC MANN FARMS LLC PJC FARMS LLC RYENN HOLDINGS LLC ERNEST SO421315350 I SO421315205 SO421315105 I SO421315055 SO421314900 (R-8) I (R-4) (R-4) I (R-4) I (RUT) INDEX OF DRAWINGS I I SHEET SHEETTITLE SHEET DESCRIPTION NO. "PK2 0 C1.0 COVER SHEET EP EP EP - — EP— — —EP — — EP — — EP— —EP — — EP — — EP — — —EP — — --EP — — EP — — EP— — —E� — — EP- — P- — Ef — — P�—---E� EP P -E-P- C1.1 NOTES, ACRONYMS, EP -EP— -EF -EP EF -EP — —EP --�EP g-2al -EP EP EP -EP EP- EP C��—EP EP EP— C1.2 EXISTING AND DEMOLITION LEGEND PLAN q BLOCK 6 W I IW BLOCK 3 C2.0 ROADWAY IMPROVEMENT PLANS W. FLAT ROCK ST. PLAN AND PROFILE 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 17 16 15 14 13 12 11 10 9 O8 O7 6 O5 O4 C2.1 ROADWAY IMPROVEMENT PLANS W. FLAT ROCK ST. PLAN AND PROFILE C2.2 ROADWAY IMPROVEMENT PLANS W. FLAT ROCK ST. PLAN AND PROFILE — — — — — — — — — — — — — — — — — — — — — — — , . . . . f ..• / . . C2 3 ROADWAY IMPROVEMENT PLANS N POLLARD LN PLAN , W. FLAT ROCK ST. W. FLAT ROCK ST. I - C2.4 ROADWAY IMPROVEMENT PLANS N. WOODHEAD AVE. PLAN AND PROFILE z , .� . . . ,. . . . .• _. •.,. . • ... ... .. . . . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : � , . ALLEY „A„ PLAN AND PROFILE Q39 17 C2.6 ROADWAY IMPROVEMENT PLANS ALLEY "A" PLAN AND PROFILE O O C2.7 ROADWAY IMPROVEMENT PLANS ALLEY "B" PLAN AND PROFILE m a O 1 O2 O3 O4 5O O6 O7 O8 O9 10 11 y W 12 W W 13 14 15 16 17 18 19 20 21 22 `� . ` 40 41 42 43 W W W44 W . 45 46 47 48 49 W50 �Q C2.8 f V z WWW. W 23 . yWWWW W W O ROADWAY IMPROVEMENT PLANS y : oc - h C2.9 ROADWAY IMPROVEMENT PLANS DETAILS O > + C3.0 GRADING IMPROVEMENT PLANS A (PRIVATE LLEY A _ LLEY A PRIVATE 4:m <i J �WW,rWyIW�W,W y W W.W . C3.1 GRADING IMPROVEMENT PLANS z Lu _ _ _ _ _ BLOCK 5 BLOCK 4 C4.0 STORM WATER IMPROVEMENT PLANS �47) 0 37 WW W W y WW O2 1 ."` . . `. C4.1 STORM WATER IMPROVEMENT PLANS DETAILS0 O . y W C5.0 SEWER IMPROVEMENT PLANS ALIGNME NT "A" PLAN AND PROFILE ALIGNMENT "B" PLAN AND PROFILE ` . ` ` ` C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT C PLAN AND PROFILE _— Wz W z Cc • • • • IS • • • • • • • • • . • . • • • • C6.0 WATER IMPROVEMENT PLAN Q N W. WAVERTON DR. W. WAVERTON DR. I C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS N Q j= C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS = W C9.0 STREET LIGHT IMPROVEMENT PLAN W 0 00 y L1.0 LANDSCAPE COVER 0 0 o 0 K20 • + II L2.0 LANDSCAPE PLAN z II > L3.0 LANDSCAPE PLAN m Q SCS INVESTMENTS • II > • L4.0 FENCE PLAN R7129171300 L5.0 LANDSCAPE DETAILS Q (C-G) 42 r& J SAINT ALPHONSUS SAINT ALPHONSUS 0 DIVERSIFIED CARE INC DIVERSIFIED CARE INC R7129170900 R7129170900 II " (C-G) (C-G) z m ON N M LEGAL DESCRIPTION U A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 AND THE SOUTHEAST 1/4 OF Z) THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. o DATUM HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE z ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL 0 g DATUM OF 1988 (NAVD88). Z Y BENCHMARK cc_ g POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION O E N G I N E E R I N G 0 200 PPK 729700.840 2434553.196 2529.722 PK NAIL 5725 NORTH DISCOVERY WAY DIGLINE BOISE,IDAHO 83713 0 201 PPK 729666.027 2435249.973 2530.565 PK NAIL PHONE(208)639 6939 0 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE kmengllp.com z CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT 202 729664.467 2435922.281 2533.739 PK NAIL PPK CONTACT INFORMATION PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR 203 O 729610.736 2437156.408 2539.682 1/2" REBAR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. DESIGN BY: LCK a 204 �K 728370.130 2437051.916 2534.823 PK NAILor OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT DRAWN BY: JAD or ACHD COMPLIANCE BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP CHECKED BY: LCK 205 PPK 728359.636 2435917.056 2533.450 PK NAIL 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY Q MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 DATE: AUGUST 2025 z THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD Z 206 O 728468.798 2435224.043 2531.484 1/2" REBAR CONTACT: ZACH MEYERS CONTACT: LACHLIN KINSELLA, P.E. o POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO PHONE: (208) 378-4000 PHONE: (208) 639-6939 PROJECT: 24-296 o LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN 207 QO 728499.175 2434532.475 2529.773 5/8" REBAR ( ) FAX: 208 639-6930 SHEET NO. 8 WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: FAX: 208 377-8962 ( ) EMAIL: zmeyers@brightoncorp.com EMAIL: Ikinsella@kmen com II NONE 208 PPK 729227.449 2434546.642 2530.707 PK NAIL g p .O W a "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." N 2 MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S�ONAL fN S c E N SF c�ti 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER SPWC) THE 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL STANDARDS,DAND THE ISPWC WILrLEBEA ALLOWED ICUNLESS SPECIFICALLY APPROVED IN WRITING YBY THE ELEV - ELEVATION PC - PRESSURE CURVATURE 860 CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER 8/5/25 0 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. FLG - FLANGE R - STATION OFFSET RIGHT Cl F OF GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE y�/ DNS 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN N C• K 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK STANDARD NOTES FOR REVISED 3/1/18 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE COMMERCIAL PROJECTS WITH PUBLIC MAINS PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL GENERAL CONSTRUCTION DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD Q ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED 0 AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 2. THE CONTRACTOR SHALL HAVE A COPY THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. LEGEND ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. ORDER UNTIL THE SITUATION IS RESOLVED. 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT - - BOUNDARY LINE ALL TIMES. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS DD LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE ANY AND ALL AMAGES TO EXISTING UNDERGROUND UTILITIES. - - OFFSITE BOUNDARY LINE cn PRIOR TO START OF WORK. 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9• ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE z 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 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT NO "TOLERANCES" ALLOWED. vn REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE 5; 2 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 �_ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. LOT LINE LINE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM POLLARD NORTH SUBDIVISION NO. 2 ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. R/w R/w RIGHT-OF-WAY LINE AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH FINAL PLAT. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 FOUND 1/2 INCH REBAR GENERAL CONSTRUCTION NOTE NO. 1. 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE QO FOUND 5/8 INCH REBAR 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE CALCULATED POINT DEQ/QLPE APPROVED CONSTRUCTION PLANS. REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. WRITING PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL PROPOSED IMPROVEMENTS 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO TRAVEL LANE. S SEWER LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT THE REQUIREMENTS OF THE 404 PERMIT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A w WATER LINE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR. UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF WATER SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE BEFORE CONSTRUCTION BEGINS. SD STORM DRAIN LINE ROUGH GRADING PLAN. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES PI PRESSURE IRRIGATION LINE DRINKING WATER SYSTEMS IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY GENERAL CONSTRUCTION NOTE NO. 1. FROM ALL BUILDINGS. OS SEWER MANHOLE HI STORM MANHOLE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING 1. ALL WORK SHALL CONFORM THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER CONSTRUCTION. DEVICES" FOR STREETS AND HIGHWAYS. SD wv MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID WATER VALVE THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ITEMS. DRINKING WATER SYSTEMS IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16 . 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 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF ® WATER METER . N 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS REQUEST OF THE AGENCY AND/OR THE ENGINEER 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. �SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM FIRE HYDRANT WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE GRADING NOTES THE EDGE OF THE TRAVEL WAY W SINGLE WATER SERVICE 0 . CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS z Q (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. W DOUBLE WATER SERVICE z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A CONSTRUCTION ACTIVITY WITH THE EPA. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE Z W STORM WATER TREATMENT FACILITY I.E. SEEPAGE BEDS, DRAINAGE SWALES . CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED ( ) 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, _ AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. (D 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS V_ w AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE J PUBLIC WORKS INSPECTOR 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 > 0 UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. - - N SEWER 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 so so STORM DRAIN LINE 0 1 S 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. m z G 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF W W WATER LINE PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES c c c GAS LINE N Q z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER SITE. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO -op-op- OVERHEAD POWER LINE _ O THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). L u u DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. Gi Gi GRAVITY IRRIGATION LINE U 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 S Q 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. SEWER MANHOLE G SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS 1 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES wv WATER VALVE ()z CONSTRUCTED IN ACCORDANCE WITH SECTION 542.0 F THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF Dd W (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. ® WATER METER � O 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE FIRE HYDRANT Q CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION � J Z FROM DEQ PRIOR TO ANY DEWATERING. 7Q) POWER POLE J ROADWAY DEMOLITION NOTES O 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER m POWER BOX CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". CONSTRUCTION. EP EP EDGE OF PAVEMENT 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE 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 PIPE ZONE. 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 EG EG EDGE OF GRAVEL REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC PRESSURIZED IRRIGATION 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. TREE DECIDUOUS DURING DEMOLITION AND REMOVAL OPERATIONS. 0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. z BEING CONSTRUCTED. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. a 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE 2645 - EXISTING GRADE CONTOUR O 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 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 N THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL FINAL ACCEPTANCE. V QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR a 3 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 U DRAINAGE 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 Z) LL 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE Z FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. Z AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45' PROVIDED THE PIPE Ln CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. z 0 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER Q PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 11. 0 APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. U z UTILITY NOTES 12 CONTRACTOT ON HALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO Y g 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 0 IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G L.L o A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY F 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 COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. N 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: LCK g ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: JAD Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK Q FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: AUGUST 2025 Z o OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 24 296 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION S OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. G THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, J THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. LJ..I cil a N 2 SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. �CFSS\o�ENS fNc�'y B. OVER-EXCAVATION IS ANTICIPATED IN AREAS WHERE EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE 860 CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS 8/5/25 o Q OF THE GEOTECHNICAL ENGINEER FOR DITCH EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL 9 9Tf �QPIv BE INSPECTED BY A TESTING COMPANY OR THE OF lv GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE y��/�/ C Y, AND/ OR BACKFILL OF THE DITCH. KEYNOTES 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-303 AND ACHD REQUIREMENTS. 2. REMOVE ASPHALT. 3. RELOCATE OR REMOVE AND SALVAGE ROAD AND w SIDEWALK TERMINUS SIGNS TO OWNERS. Q 0 4. REMOVE BLOW-OFF AND CONNECT TO EXISTING WATER SYSTEM PER WATER IMPROVEMENT PLANS. 5. RETAIN AND PROTECT WATER MAIN. 6. RETAIN AND PROTECT SEWER MAIN. 7. ADJUST SEWER MANHOLE FRAME AND COVER TO FINISHED GROUND. 8. RETAIN AND PROTECT PRESSURE IRRIGATION SYSTEM. N Z 9. RETAIN AND PROTECT TRANSFORMER. 0 N 10. REMOVE TEMPORARY STORM WATER POND. Lu Lu w 11. REMOVE TEMPORARY GRAVEL MAINTENANCE ROAD. 12. RETAIN AND PROTECT LANDSCAPING AND VEGETATION ADJACENT TO PROJECT BOUNDARY, TYP. 13. RETAIN AND PROTECT SEEPAGE BED AND SAND AND GREASE TRAP. 14. RETAIN AND PROTECT SEWER SERVICE, TYP. 15. RETAIN AND PROTECT WATER SERVICE AND METER, TYP. 16. RELOCATE MAILBOXES. o z RYENN HOLDINGS LLC E5 HOLDINGS LLC PJC FARMS LLC 50421315350 50421315205 SO421315105 � RYENN HOLDINGS LLC ERNEST � m I I I SO421315055 I SO421314900 � l — — — — — — — — — — — — — — — _— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — P EP EP �P_ EP EP EP EP EP EP EP EFL EP EP EP EP EP EP EP EP EP�EP EP EP EP �� �P— — — — �P— — — — — —EP— — — �r — tPti—�EP P EP EP EP EP P EP EP EP CEP EP EP EP—��EP P EP EP E� EP EP EP EPA EP EP —�P EP 4 _ TO T9f+- T P TOP —3 _IOP_ P i9P TOP T —� TO TOP VAUL TOE TOE TOE TOE TOE TOE TO / T TOE TOE TOE �F ��--�TOE TOE TOE Z6E jiOE L TOE TOE TO T TOE TO / A ( 9 12 / PROJECT BOUNDARY / / / 12 —7 fI oxEs l / 14 \ fV � I 1 / 7 �/ 6 cn cn 1 1 cn cn cn 7 E $"S $ I 2G EG EG —� G E G $"S S S S „S $„S $„S S $ S$„S $"S S 8 $ $ " O EG EG E EG EG EG�E6 j EG EG EG E6 — EG—_ —EG_ EG EG , - - - - - - -rri - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - -�-= - - - 1 z 00 0 I I I Q / 10 I 3 I Co; - 0 J 5 w/ / / � WI � w / I � J� V) - a / � / Ld / co / ao. f/ u° Ln I ^� 0 / w 0 / o 6 I / I `fi g Co � G z N / N �h N U w o w m /�gy� Q o yhSk / 14 a= N LJJ / � 0 - o 0 `4 ` 00 5 \ / I `4 LLI Z 04 0 °° ? �2S o \ w�wol 2S3s� L LJ..I Q ui Q � \ �Z R (nHC�\ll �; O G Q Q_ N w J� wo 13 ; G 1 — / / 30' VEOLIA WATER z Z w \°�°z w I Z 8— / EASEMENT / Qo w— � � 15 Z J / 30' CITY OF MERIDIAN / min N o Lu 8 0 SEWER EASEMENT 4 `n `6 12 r mi 1 2 BLUE STUB G 3 I NO NTRY IGN MB / _— frP� FrPI 6 'F �'F ��'F—�f'I �„ _ — — P� —_ '•� — P— — — $' �— — — 8'P— — B — — —81 — — — — — —6 --- Q Y — — — — — — — — — — — — — — — — — —, — — — — — — P / 6 • • • • �� • 41 • • • • • • • • • • • • " • • • • • • • 0— . 12 • • • • • • w• • • • • • O Lu 5 12"W 12 W 12"W 12"W 12"W _ �`i' W 12"w 12"W 12"W—1 12"w 12"w 1 2 �1�12"w 12"w 12"w 12"w 'W 12"w 12"w w 12"w 12"w 12"w — w 12"w STREET SIGN W. WAVERTON DR. °'- -2533 i Ili �' s 8 S 8"S _ 8"S 8"S 8"S��S 8"S 8"S 5 8"S 8"S—; 8"S ti 5 8"S B S �' 8-`2S 5 '� — „S` 8„S 8„S 8„S 8„S 8 Sir n 8"S 8"S 8"S 8 �—8"S 8"S - /S -6 " `25 2 \ / 2� P 2534 4 PS 4 S 4PS 4PS 4PS 4 P5- 4"PS 4"PS 4"PS2s3 4"P p N 1 4 / IF 00 .. J / • Cli C • • I \ RIN:253 ry R1 \ I I - - - - - - - - - - - - - - - \ T - - - - - - - - - - - - - �\ I(n AULT + ll J a / SIN TRANSFORMER / \ A O r a O a 0 60 120 180 U V Z) N Plan Scale: 1" = 60' z z Y Z O 2 U 0 O Z ENGINEERING L.L 5725 NORTH DISCOVERY WAY G BOISE,IDAHO 83713 O PHONE(208)639-6939 7 kmengllp.com L DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 c— SHEET NO. c > Lu 1. a N 2 SHEET LEGEND F.SS\pN A L f NG F° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �CENSF 'y EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 �-EP EP EP EP- -EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP I EP EP EP EP Jj, $�5�25 O Q TOP OP TOP W:� TOP TOP ®® TOP 9C, qTF OF �,v OTnp GRADE BREAK 28.52 SW Z 30.16 PC I C. Y,m 1 +20.02, 33.51'L +43.36, 18.00'L I - - - - - - - - - - SAWCUT LINE 28.44 FL I Q � 30.03 TOC +43.36, 12.67'L I O Q +31.59, 23.16'L BLOCK 6 a 28 68 SEE DETAIL SHEET C2.9 I +37.36, 13.50'L CIVIL ACRONYMS 0 z 1 O O O O 128.62 GB O O O of O 10 11 I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 29.55 FL +27;50, 13.50'L I FOLLOWS: s +31.59, 14.81'L 29.98 PT +28.64 6 0,C0.00' 28.56 SW STA. - ROADWAY STATION FROM CENTERLINE � +40.02, 13.50'L 1 +48.36, 18.00'L `� I CL - ROADWAY CENTERLINE o 28.73 6 30.30 rl PC - POINT OF CURVATURE R2o 29.75 29.53 29.13 28.48 FL 29.07 29.68 +00.00, 13.50'L �n - - - - - - - - - - - - - +00.00, 13.50'L PT - POINT IO TANGENCY \ +45.02, 13.50'L +00.00, 13.50'L +00.001 13.50'L I +48.36, 12.67'L +00.00, 13.50'L +00.00, 13.50'L I ELE. - ELEVATION 29.88 CL/GB - - - - - - - - - - - - - - - - - + - - - - ° - - - - - - - - - - - - - - - - - - - - - -� - - - - - - w rN� L - STATION OFFSET LEFT +18.00, 0.00' Sys s s 4 ° ° s , ° 0, s s° 4 s s �° s s s z U R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB ° 0 28.75 CL 28.78 0 J RIM - RIM OF STRUCTURE 10 00 3 11+00 0.40% 0 1 12+00 13+00 6 14+00 15+00 +00.00, 0.00' +54.36, 13.50'L 0.62% 1 16+00 w LIP - LIP - - - N� - - - - - E� - w - - MA - MATCOH EXISTING 2.00% 0 28.87 PRC 5 28.49 FL b� SW - SIDEWALK 5 0 73% 2 W. FLAT ROCK ST. +45.86, 1 1.33'R 2 O N +32.43, 12.67'R oN U = EP - EDGE OF PAVEMENT z FL - FLOW LINE rI' TOC - TOP OF CONCRETE 0_ A � 29.05 PT - m 00 A �> +64.22, 13.50'R HP HIGH POINT N CD s° 4 s ° �s s s 4 a W s CR - CURB RETURN LuJi !Lz _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 30.32 CL w POC - POINT ON CURVE ~ R2o 29.55 CL 29.1 29.03 PRC 29.09 CL 29.71 CL +00.00, 0.00' INT - INTERSECTION I 29.98 PT +00.00, 0.00' +00.00, 0.00' ✓ � � �+59.29, 12.67'R +00.00, 0.00' °D O +00.00, 0.00' I ' � PRC - POINT OF REVERSE CURVE +39.98, 13.50'R 1 28 94 1 j 30.51 29.74 29.34 29.01 PC 29.27 0 0 29.89 +00.00, 13.50'R m I y 29.56 FL +00.00, 13.50'R +00.00, 13.50'R +00.00, 13.50'R o r +54.36, 11.83'R +00.00, 13.50'R j +00.00, 13.50'R SHEET NOTES +31.55, 14.81'R 28.83 PC/GB � 1 29.01 , 18.33'R 0 30.13 TOC +27.50, 13.50'R +45.86 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD in D� 0 p NOTES. +31.55, 23.16'R m I 28.92 PT N SEE ROADWAY PLAN r I +37.36, 11.83'R B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. SHEET C2.3 I O O3 O4 O O O7 O O 10 11 12 13 14 15 16 17 18 19 20 21 22 BLOCK 5 I C. SHEET C2.9 FOR TYPICAL ROADWAY STREET 30.21 PC SECTIONS. 0 I +19.98, 33.49'R J ® I D. SEE SHEETS C3.0 AND C3.1 FOR PRELIMINARY LOT z 0 30.24 CL/INT I � � GRADING PLAN. +00.00, 0.00' E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. I.I ° a ° pa S� S a °< 1 ° 1°. °1 1 ° a °° S° S 1 1 1° S 1 " ° ° 1Qa °1° ° 1° ° ° a =S a 1� a1 G. ALL STATION AND OFFSET LABELING RELATED TO EACH m s I Ia ° °aS 1° °� S- - °°1 °Ste._ ° ° .1 ° 1a ° ° °�fn `� SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ,� ° ° a s . s ° ° ,/( e 1 n Q° ° °°s ° �'_ ° ° r ° s° s ° a s� . s ° ALIGNMENT. -f ° -� S ° a 1 ° �1 ° °�1 1 ° ° ° ° °1 1Q ° 1 ° ° -f °1 8 e ° s '� $ S SEE ROADWAY PLAN j H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS SHEET C2.5- - - - - - - - - MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - rl RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. (V W. FLAT ROCK ST. PLAN AND PROFILE J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. O z 0 30 eo 90 0 3 6 9 KEYNOTES z Q W J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z O SUPPLEMENTAL STANDARD DRAWING SD-702. O 0 2541 2541 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD V) - SUPPLEMENTAL STANDARD DRAWING SD-701. > Q w Z 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB AND GUTTER. Mco Z 1 W Z 4. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q > Q 2538 2538 STANDARD DRAWING SD-709. N _ O 0 0 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC = _ DC Oo STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES + + PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES LJ..I O o) SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE u II r- (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q II + AND SHALL BE COLORED 'TRAFFIC YELLOW. O 0 2535 z o 2535 6. INSTALL PEDESTRIAN RAMP TYPE "G" PER ACHD z Q Q o N Y CA SUPPLEMENTAL DRAWING SD-712G, WITH TRUNCATED v w CA DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. ILL Lij II w Lo CD DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 0 u I Y N CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q Q ~ _j o w N ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. J O Zw a o J 2532 P 2532 0 p[ � Ej, � w FINISHED GROUND i EXISTING GROUND 0.62% 2529 - - - - - - - _ _ _ - .40% _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - 2529 - - - - - - - - - - -- - - - - -- - - - -t7- - - - - - - - - - - - X z N O V a m 2526 2526 U Z Z) ° Z V H N 0 ' ^ o N v , 2523 2523 z O U Y N 2 Ii U EXISTING GROUNID CENTERLINE O 2520 FINISH GROU D CENTERLINE 2520 L.L E N G I N E E R I N G 0 5725 NORTH DISCOVERY WAY F- BOI E,IIDAHO 83713 I�vN rN N N r N 04N N N n 0) 11) 04 O � 00 r � r7 O r, 0 r- O N rM 0 c0 r, 00 - ir- ic0 r- (0 r- 0) � 00 0 N u Oi Qi f O of O 6 Oi Qi Oi 0i j CIO 0i 06 00 00 °0a6 00a6 °06 ' 0i 0) 6 ' 6 0) 0i °' O 0' O 0' O kmengllp.com 7 N N N N ai NN N r7 N Lo 7 N r7N N N O N N N N N N NN N N N N N N N N N N N N O � L L V) NLO N � N LO 04 LO 04 � 04 � 0 0 V) 0 0 N N N N N N N N NN V V N NN CV N N N N N N N N CNI CNI C11 CIA Lo CIA CIA CIA DESIGN BY: LICK DRAWN BY: JAD V 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 CHECKED BY: LICK Q F DATE: AUGUST 2025 z 0 PROJECT: 24-296 �c SHEET NO. Lu c V a N 2 SHEET LEGEND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SS�pNN fNG - I EP EP EP EP EP EP EP EP �STA & DESCRIPTION FINISHED GRADE ELEVATION �� ESE EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP STA., OFFSET SIDE EP EP EP EP EP EP EP EP EP EP EPAEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP- 1 FINISHED GRADE SLOPE 86O� 8/5/25OTOP TOP T P TOP TOP TOP TOOP TOP- TOP TOP TOP TOP TOP TOP TOP TOP TO TOP TOP T 9C� qTF Of )J \�\�F GRADE BREAK C K\NS� 30.86 CL/INT/GB 11 i 12 °° +85.94, 0.00' 1 I W 30.09 TOC - - - - - - - - - - SAW CUT LINE 30.31 LIP/POC I +15.25, 22.411E 30.36 FL +64.37, 17.41 01 1E BLOCK 3 �I I +15.19, 14.291E SEE DETAIL SHEET C2.9 29.81 TOC IeII 1 O14 12 CIVILACRONYMS 17 30.48 LIP PT +56.21, +22.36, 11.501E O 0 30.29 FL O ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 31.53 SW 31.57 SW+56.27, 14.20'L 0 Lu s .96, 18.00'L 496 I FOLLOWS:F E 30.40 LIP/PC 30.89 PT 31.45 FL L12 SD STA. - ROADWAY STATION FROM CENTERLINE +49.36, 11.501E I I +24.76, 13.501E +15.96, 12.671E +20.96, 12.671E in a CL - ROADWAY CENTERLINE o 30.77 PC l 30.66 31.68 (y PC - POINT OF CURVATURE R2o' 0 31.80 O +46.95, 13.501E RZ +29.76, 13.501E ;n 30.96 +09.96, 13.501E 32.28 32.94 PT - POINT OF TANGENCY +00.00, 13.501E +26.96, 13.501E +00.00, 13.501E +00.00, 13.501E w ('**4 'V 30.56 � 5 � 30.53 GB � (� ELE. - ELEVATION 41.95, 13.501E co ° +36.25, 13.501E- - - - - - - - - - - - - - - - - - - - b� - - - - - - - - - - - -�- - - - - - - T - - - - - - - w L - STATION OFFSET LEFT Z U 4 �6� s s ° s 4 a Lil o s , s^ 4 1 °° s s z U TBC - OPSTATION BACKOFFSET CURBRIGHT Sri ��° 'D 6 ° J 1 3 I \ 17+00 3 +36.25, 0.00' 1 8+00 194u-06 131.87 PRC oo J RIM - RIM OF STRUCTURE 0.609 0.66% 1 20+00 21+00LIP LIP w ' A ��T _ 7+ - - - - - +05�7 R I - - -I N - W MA - MATCOH EXISTING 2 W pal° Os9 30.74 PT/GB 2 0 31.50 FL 2 0.66% 0 0.66% U 0.62% 0.9gq �o/ 0.44% +36.25, 13.50'R o W. FLAT ROCK ST. SW - SIDEWALK A° N +18.46, 11.33'R oN = EP - EDGE OF PAVEMENT z FL - FLOW LINE 00 1n `L co (� TOC - TOP OF CONCRETE 2 5 ° 30.87 PRC 8„ 31.64 CL 32.07 PT HP - HIGH POINT N_ Q w - ----� 5 _ +36.82, 13.50'R , 1 < w CR - CURB RETURN w 4 ° s } RZo I s ° +31.32, 12.67'R----�- 4 +00.00, 0.00' 4 s ° w R15' _30.91 PC �- - _ - - - - - - - s ° - - - - - - - - POC - POINT ON CURVE ~ 5 30.77 PC - - - - - - - - - - - � - � 42.47, 13.50'R +26.39, 11.83'R 30.98 CL 31.83 PC 32.05 PRC 32.30 CL 32.97 CL 2 w INT - INTERSECTION + +31.89, 12.67'R m ■ 30.81 PRC ° 30.52 LIP/PT - - - - - - -+00.00, 0.00'- - - - +00.00, 13.50'R cn +00.00, 0.00' cn +00.00, 0.00' PRC - POINT OF REVERSE CURVE +20.39, 9.83'R I I +47.40, 12.67'R 31.16 32.03 PC 32.49 O 33.15 30.43 FL I 30.47 FL +00.00, 13.50'R +26.96, 11.83'R +00.00, 13.50'R ~ +00.00, 13.50'R SHEET NOTES +56.24, 11.71'R I +17.851 ., 11.54'R 32.02 0v TOC 30.13 TOC 30,42 TOC +18.46, 18.33'R A NOTESSEE HEET C1.1 FOR GENERAL, GRADING, AND ACHD +56.21, 19.35'R � �. +17.89, 19.16'R 31.93 PT ''6 LO N 21 22 I I� 39 40 O O O +09.96, �11.83'R O O O O O B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. L 41 42 43 44 45 46 47 48 49 C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET I �30.57 LIP/POC/GB O +08.89, 14.31'R BLOCK 4 SECTIONS. o °° I D. SEE SHEETS C3.0 AND C3.1 FOR PRELIMINARY LOT z 23 i i GRADING PLANS. o - - - - - E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. - L - - - - - - - - - - - - - SEE ROADWAY PLAN j F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SHEET C2.4 Q `1' I TOLERANCES WILL BE ALLOWED. a s , d w s 1,• < s ° 1< ..1 1, , '1 °S Q, s, ° ° ° ° S ° s ° • s a , < s s < •1 s • /1°� • s ° G. ALL STATION AND OFFSET LABELING RELATED TO EACH °-• •,4s° • A � I S Q_ - ° • -S• °° '..f < .1- Y• , .e-°S , -1 a � �T -eT < ° • • s O I I 4 ° a1 • ° • ° s _ • • s Sa ° •v • ° . • ALIGNMENTOT ATIONS ARE REFERENCED TO THE ROAD S• • ° °-f • , ` I O SEE ROADWAY PLAN °1 • s, • . s • s� .1 °1 .s. ° H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS - - - - - - - - s - - - - - - SHEET C2.6. - - - - - - .� .� NO-CHARGE �, ,1, RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. (V W. FLAT ROCK ST. PLAN AND PROFILE J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. O z 0 30 60 90 0 3 6 9 KEYNOTES z Q W J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" =3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z ILI- SUPPLEMENTAL STANDARD DRAWING SD-702. O 0 2544 2544 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD V) - SUPPLEMENTAL STANDARD DRAWING SD-701. > Q w Z 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND - - Q GUTTER TO 3" ROLLED CURB AND GUTTER. Mco Z 1 W Z 4. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q > Q 2541 2541 STANDARD DRAWING SD-709. N _ O 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES = cn PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Lu SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE _ U (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 5 O N AND SHALL BE COLORED 'TRAFFIC YELLOW.� 2538 6. INSTALL PEDESTRIAN RAMP TYPE "G" PER ACHD z 2538 Q Q co + SUPPLEMENTAL DRAWING SD-712G, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. ILL II DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 0 a II CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q Q c~n 00 �n ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. J o Lq 2535 o N Y o 2535 0 p[ N Of a- II m Of z ui FINISHED GROUND - - - - � ,,, EXISTING GROUND - - - - 2532 0.66% - _ _ - - - - - - - - - _ 2532 0.6 % -060% N rr a m 2529 2529 U Z Z) ° O O Z 0 0 2526 2526 z N N O U Y N 2 Ii g p EXISTING GROUND CENTERLINE 2523 FINISH GROUND CENTERLINE 2523 E N G I N E E R I N G L.L a 5725 NORTH DISCOVERY WAY F- o BOISE,IDAHO 83713 O o L0 M N 00 00 00 a0 I� cp co rc 00 .� n 00 co ^ LO c. r Do m O N M CO 00 O N M L C° 00 O N M PHONE(208)639-6939 7 o 0 6 0 6 o 0 6 0 6 N N N Ci N C i N Ci N C i In ri �`� ri kmengllp.com z N N n r7 M M M r7 r7 M M n n M M n n r7 M M M M M rM LO M 0 r7 0 11) 0 LO LO M M M M r7 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 DESIGN BY: LICK DRAWN BY: JAD 0 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 CHECKED BY: LICK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. Lu c V . 1 a N 2 SHEET LEGEND EP - - - - - �P- - - EP- - -EP- - - -EP- - -E� - - -EP- fP EP E EP- �P- ---EP C-W �� FSS\pNAL fNG 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION � ��CENSF 'y STA., OFFSET SIDE EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 860 �0AL 1.50% FINISHED GRADE SLOPE ,P TOP TOP TOP TOP TO TOP _---�TOP---_-t `' P TOP T �C,��9TF /0 fWP�o GRADE BREAK y� C \y< O - - - - - - - - - - SAWCUT LINE 6 `� 1 BLOCK 3 33.83 SW O O SEE DETAIL SHEET C2.9 +43.30, 18.00'L o CIVIL ACRONYMS 9 Og O 33.75 FL w J +43.30, 12.671 m p B ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 33.95 I jr _ FOLLOWS: 33.50 +36.30, 13.501 0 +83.28, 13.501 I STA. - ROADWAY STATION FROM CENTERLINE 34.09 GB 33.87 GB 0 6 CL - ROADWAY CENTERLINE o 33.52 CL +27.43, 13.50'L o � � +83.28, 0.00'L +72.29, 13.50'L � 33.88 SW 34.59 in N PC - POINT OF CURVATURE 33.89 CL/GB +48 ,30, 18.00'L PT - POINT OF TANGENCY w ('V s° +27.43, 0.00'L _ 33.80 FL +00.00, 13.50'L ''? 35.24 GB _ ELE. - ELEVATION z Ur - +48.30, 12.67'L - - - - - - +65.00, 13.501,;R,re L - STATION OFFSET LEFT 3 s s s�° �, ° R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB J 0 34.11 CL/GB 34.14 RIM - RIM OF STRUCTURE w 1 22 00 0 0.66% 23+00 0.40% 5 24+00 1 I 25+00 N +72.29, 0.00' +55.30, 13.50'L LIP - LIP OF GUTTER = w ' MA - MATCH EXISTING SW - SIDEWALK 2 0 4 1.00% 2 EP - EDGE OF PAVEMENT c� U = o W. FLAT ROCK ST.N FL - FLOW LINE z (� TOC - TOP OF CONCRETE 6 33.92 34.29 GB 34.44 PT w 3 sHP - HIGH POINT +15.28, 13.50'R s s +72.29, 13.50'R° �° +64.16, 13.46'R s° 3 35.26 CL/GB CR - CURB RETURN ui 33.40 FL K/ _ +65.00, 0.00'R--=R POC - POINT ON CURVE w 34.41 PRC a INT - INTERSECTION w � '2 +09.28, 13.00'R 34.61 CL 3 s ° 34.07 PC/GB +59.23, 12.67'R O U, I 35.45 GB PRC - POINT OF REVERSE CURVE 1 A +00.00, 0.00' o 34.00 SW +27.43, 13.50'R 34.38 PC 1 I +65.00, 13.50'R +09.28, 21.50'R 34.80 0 33.70 1 ® L +54.30, 11.83'R I s I SHEET NOTES s +00.00, 13.50'R +83.28, 13.50'R s 17 33.81 FL ` ° 33.62 CL/INT a +45.80, 11.33'R v A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 33.27 FL ° Q +99.28, 0.00' i u 16 ^ 6 s NOTES. +89.28, 13.00'R I N �I 34.33 TOC N +45.81, 18.33'R 1° ° I B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. O49 50 is 34.21 PT P N I O ° +37.30, 11.83'R I 4 C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET 33.86 SW 18 L_ - - - - J O I s s I SECTIONS. s , ° 34.13 PRC 15 o +89.28, 21.50'R I s ° - z °Q , "+32.36, 12.67'R I I D. SEE SHEETS C3.0 AND C3.1 FOR PRELIMINARY LOT s ° ,s I GRADING PLANS. s E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN s - - - - - - SHEET C2.7 ° ° ° � s I 19 °� 14 I °4 - F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO y ° I J I d - TOLERANCES WILL BE ALLOWED. s ° ° s s L - - - - - - - - - - - - - -I °s s, s G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD s ALIGNMENT. 'SEE ROADWAY PLAN Q° s° I ° ° :1, ° ,v 11 •1 I " is"s�T'�a°sb - .1 H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS - - - SHEET C2.6 a �d i a°L - - - - - MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE \ RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. (V W. FLAT ROCK ST. PLAN AND PROFILE J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. O z 0 30 60 90 0 3 6 9 KEYNOTES z Q W 4> m _3 J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z O SUPPLEMENTAL STANDARD DRAWING SD-702. O = 2547 2547 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD V) - SUPPLEMENTAL STANDARD DRAWING SD-701. > Q w Z 3. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Mco Z 1 LJ..I Z 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC Q > Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES O 2544 2544 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE o (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. W u rn + 5. INSTALL PEDESTRIAN RAMP TYPE "G" PER ACHD O G N N SUPPLEMENTAL DRAWING SD-712G, WITH TRUNCATED N � DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. Q Q 2541 °; + N II 2541 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE + 04M N CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT N II c i Y LO ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. Q ILLII Q w N 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q Q N U)00 co SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL J (/7 r7 Y M w II THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY J O 2538 Y M "' w N < 2538 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" O m N w II m w MINUS CRUSHED AGGREGATE. ui II p > w II > FINISHED GROUND < � 0w �w i w EXISTING GROUND 2535 0.60% 2535 1.00% - - a - - 0.66% - - 0.40% X - - - - _ N 0.66% - - - - - z N - - V - - a m 2532 2532 U Z) Z O OC ° Z o N 2529 2529 z O U Y N 2 Of EXISTING GROUND CENTERLINE 1(," 2526 FINISH GROUND CENTERLINE 2526 E N G I N E E R I N G L.L a 5725 NORTH DISCOVERY WAY 3 F- IF Mi Mi ,Yi BOISE,IDAHO 83713 `0 `0 `0 O N cD 00 rn Op rn o N co Op P M r- rn p kmengllp.com 7 Ln M M M r7 M r7 M r7 r7 r7 pry M N r7 M M M M M N N N N N N N N N LO N N N N N N N N N N N N N N N DESIGN BY: LCK DRAWN BY: JAD V 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 CHECKED BY: LCK Q F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 8/5/25 o Q GRADE BREAK �C, 0f \NS�Iv /V C. K - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: Lu STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT ul) FL - FLOW LINE z TOC - TOP OF CONCRETE O HP - HIGH POINT N CR - CURB RETURN Lu Lu POC - POINT ON CURVE w ~ INT - INTERSECTION PRC - POINT OF REVERSE CURVE I SHEET NOTES SEE DETAIL SHEET C2.9 3 � � A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD D NOTES. CW °�° a B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. I _o C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET +48 029 0.00' 30.51 CL/INT _j � 30.1 t MA I SECTIONS. 30.24 CL/INT +46.67, 0.00' o 13 d3 d3 - d3 d3 d3 +31.52, 0.00'-d3 d3 z o -N +53.50, 0.00'Ld3 d3 d3 d3 d3 d3 d3 D. SEE SHEETS C3.0 AND C3.1 FOR PRELIMINARY LOT FL 10+00 0 49% 1 1+00 +0410.51, 19.50'R 12+00 N 13+00 0 12% 14+00 GRADING PLANS. ° 30.36 CL ° ° E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. N. POLLARD LN. + �� �� 30.2t MA 4 f 00.00, 0.00' As ao rn w o +00.00, 0.00' - 29.57 LIP F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 0.44% 1 N 0.40% cli o o p "' 1 0.40% '6 +46.55, 18.00'R-d3 d3 TOLERANCES WILL BE ALLOWED. �ry 04 �o a, 2 2 Enj G. ALL STATION AND OFFSET LABELING RELATED TO EACH 41 3 _ _ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 30.9t MA - - - - - � - - - - +51.13, 20.00'R F E 30.64 / I 30.50 GB 30.21 PC 29.94 GB ALIGNMENT. _ _ +15.51, 20.00'R_ -_ -_ - +47.51, 20.00'R- ,cn-�� . 1 - +41.55, 20.00'R 30.14 FIL I y 30.63 SW / - +20.02, 20.00'R - - - - H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS +21.51, 19.50'R- +41.52, 26.50'R' 1 MUST BE BONDED WITH ACHD AND OBTAIN A NO CHARGE RIGHT-OF-WAY PERMIT. 30.71 SW I I I 30.16 PT D +21.52, 26.50'R I "° ° I 2 I D +87.02, 20.00'R m I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS O " I CONTACT ACHD INSPECTION FOR VERIFICATION OF 46 I I COMPLIANCE WITH POLICY AND EXISTING PAVEMENT p y I MARKINGS. fV I a I I I Ln I I SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. O i I I O z 45 I i O IrnKEYNOTES ® Z Q CIS zL I I O I BLOCK 5 I I BLOCK 6 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O ° SUPPLEMENTAL STANDARD DRAWING SD-701. - "° 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL V) z z 44 i I O i ° STANDARD DRAWING SD-709. \ - w Q " o 3. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD I SUPPLEMENTAL STANDARD DRAWING SD-710A. INSTALL M 1 w THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" co Z \ z e 1 I MINUS CRUSHED AGGREGATE. Q O 0 F DC DC 4. INSTALL CURB TERMINUS PER ISPWC SD-707. _ _ Q SEE ROADWAY I SEE ROADWAY PLAN \ I I SHEET C2.5 I "° ° I I SHEET C2.0 I w C O ADWAY PLAN O z z Q o � N . POLLARD LN . PLAN Q Q 0 30 60 90 J 0 Plan/Profile Scale: 1" = 30' 0 CL 0 a a X z N N V a LL U Z) Z Z N O z i^ O Y U DC 3 lumo ENGINEERING L.L a 5725ETH83713 DISCOVERY WAY BOIS DAHO 83 IF PHONE(208)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. Lu c V a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 8/5/25 o Q GRADE BREAK �C, 0 \NS�Iv /V C. K - - - - - - - - - - SAWCUT LINE I I SEE DETAIL SHEET C2.9 I 30.22 TOC CIVIL ACRONYMS I 11 o I ° I I BLOCK 5 +64.12, .67 6 I ° 30.86 CL/INT/GB O I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS C 31.78 TOC 30 FL FL +54.41, 0.00' I FOLLOWS. +42.99, 24.50'L+30.63, 16.691 I I 29.77 TOC I STA. - ROADWAY STATION FROM CENTERLINELu 31.18 FL I +61.36, 31.00'L I CL - ROADWAY CENTERLINE o 31.90 TOC " I I 30.16 FL _ ° I +42.46, 16.00'L - - +85.39, 16.16'L I PT - POINT OF TANGENCYE POINT OF CURVATUR +21.96, 24 'L 31.22 .50 I °° I \ 31.30 FL I +15.30, 16.501 \ 30.20 LIP/PT 12 I ELE. - ELEVATION o +21.79, 16.001 ° ° I 31.62 23 _ J - -+87.91, 14.50'L - 30 77 I L - STATION OFFSET LEFT 25 F +48.70, 16.50'L 30.56 GB R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB 2 U! 31.82 I 2 Rep, o +93.91, 16.50'L� +47.41, 16.501 RIM - RIM OF STRUCTURE I I 33.09 ,L <_ +15.60, 16.50'L ° 31.36 PT N ' ti - r7 m +49.21, 16.50'L - _ - -A_° - °-�2" o 31.84. PC/GB- y 4`, <+91.99, 16.50'L 4 ��o� 06� I LIP - LIP OF GUTTER 1 33.24 PRC 2 +12.57, 16.50'L °� �' �p 1 �o`I° 9 0 1 MA - MATCH EXISTING +42.815.1 0'L �4 A� ti� IN o SW - SIDEWALK ` 30.73 LIP/PC 3 1.08% 1 +00 0.40% 1 +60 EP - EDGE OF PAVEMENT c� 33.3f MA ° +28.16, 14.50'L I m I FL - FLOW LINE z 1 +39.49, 13.831 1 a o 31.71 CL/GB p 60% 1 _ ��° ?169 30.43 CL/GB o 30.64 CL TOC - TOP OF CONCRETE 0 10 00 I" 1.97% f 1 1+00 +12.57, 0.00' _ �° +93.91, 0.00' 1 ci +47.41, 0.00' HP - HIGH POINT N 1 - t - -� o - �� - �� $6°I° CR - CURB RETURN w 33.2t MA I qVE. ° p R 0. I +38.67, 0.00' 1A 1 l 31.60 CL/INT N.WOODHEN) M ° 2 1 ; I I POC - POINT ON CURVE w 33.5f MA 1 1 N +31.50, 0.00' �`' I ° INT - INTERSECTION Icn r (6� 30.77 PRC - POINT OF REVERSE CURVE ° y 2 ° ° +47.41, 16.50'R +40.32, 14.16'R417j 31.36 PT _ _ _ - - 1 33.42 PRC 4 +91.99, 16.50'R 2 e ® / F V SHEET NOTES °r +42.68, 15.11'R 5� - / 17 2 �- 31.22 30.56 GB m A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 33.12 PT - - - - - - - N- -+15.30, 16.5U'R o T +93.91, 16.50'R NOTES. 31.84 PC/GB F 18 131.64 39 < ® D 30.20 LIP/PT B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. 1 �37 +12.57, 16.50 R y +46.41, 16.53'R� 1 O +87.91, 14.50'R TTF I I 31.82 31.20 FL _ 30.76 LIP/PC n y 30.16 FL m I C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET Ias z1 +15.41, 16.50'R +40.62, 16.00'R- +85.39, 16.16'R I I I SECTIONS. +22.44, 14.50'R- o 31.32 FIL 31. 79 TOC I 30.00 TOC m o U I I +21.23, 16.00'R I +40.17, 24.50'R 30.s6 FL I I I +10.36, 31.00'L I D. SEE SHEETS C3.0 AND C3.1 FOR PRELIMINARY LOT 31.91 TOC 16.32'R z 36 +25.57, I ° I I� I 16 I GRADING PLANS. ° I 21.09, 24.50'R I BLOCK 4 40 30.44 TOC I to O +12.22, 26.14'R I o I E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN 30.57 LIP/POC/GB _0 -0 [� SHEET C2.6 +37.61, 21.92'R I SEE ROADWAY PLAN I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 35 I I I I SHEET C2.1 i TOLERANCES WILL BE ALLOWED. I i I G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. N . W O O D H EA D AVE . PLAN AND PROFILE H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. (V 2544 2544 J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. L40 O zw KEYNOTES ® z Q J LL 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z 0 SUPPLEMENTAL STANDARD DRAWING SD-701. O 2541 2541 2. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL V) z 0 06 STANDARD DRAWING SD-709. Q uj Z r7 Q 0 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC o STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES M 1 U I Q II - _ PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES co J ``� _ SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 2538 N + � 2538 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q O AND SHALL BE COLORED 'TRAFFIC YELLOW'. N Q W N I II N + ri N m a o N 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD = Q °� II N C° II II SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL � wo 11� Z M 9 .0 II Q THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY � w _ Q Q N O N o � APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" O Of w v Z ,`� N MINUS CRUSHED AGGREGATE. w 2535 II w II o N Y � Y 2535 zOf 0 Q D IC LLj w �i L II Of m Q � O w Q O - - w Z w FINISHED GROUND z Of J o > Q I _ EXISTING GROUND w X _j Of Q Q 0 w 2532 - 9 2532 J O z CL - - - - - -- - - - - -1.08� 0. 0% 2529 - 2529 0 a Ox z m O X N O N V U) a 2526 N o 2526 N Z)a z N o L.L EXISTING GROUND CENTERLINELn 2523 FINISH GROUND CENTERLINE 2523 Z O z 0o O 00 t c2 O O O N 00 00 � M M u Y O N 00 c0 �_ N 00 N 0) O 00 O 00 c0 LO z Kj Kj N CV N N O O O O O O 6i O 6i O = M M M M M M M M M M M M M M M M M M M N M N M LL g N N N N N N Lr) N N N N N N N N Lo N N N N N N N N N O ENGINEERING L.L a 5725 NORTH DISCOVERY WAY 3 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 O a BOISE,IDAHO 83713 0 U PHONE 208 639-6939 z kmengllp.com DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu .4 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 8/5/25 o Q GRADE BREAK �C, OF \NS�Iv /V C. K - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: Lu z I STA. - ROADWAY STATION FROM CENTERLINE o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 CL - ROADWAY CENTERLINE o O O O O O O O O O O C O O O O O O O O PC - POINT OF CURVATURE Q i� I PT - POINT OF TANGENCY m O I BLOCK 5 I SEE DETAIL SHEET C2.9 ELE. - ELEVATION I I L - STATION OFFSET LEFT A ' R - STATION OFFSET RIGHT 30.70 I� I I ' N RIM - RIM OF STRUCTURE TRUC UR K OF E +31.51, 10.001E 30.55 GB - - -29.37 GB - - ' w LIP - LIP OF GUTTER iir - - -30.33 - - - - - - - - - - 29.93 - - - - - 29.53 - - - - - - - 29.79 - - -rv- - - - - - -30.49 - - - - 31.19- - U MA - MATCH EXISTING 30.74 CL° +46.51, 10.001E +00.00, 10.001E +00.00, 10.001E +00.00, 10.001E \Ilr+40.78, 10.001E +00.00, 10.001E +00.00, 10.001E +00.00, 10.001E SW - SIDEWALK +31.51, 0.00'R )I 30.35 CL/GB ° b\ 29.17 CL/GB b� ' EP - EDGE OF PAVEMENT c� S 1 10�00 �2.65% +46.51, 0.00' �Q1,1+00 ° s ALLEY "A" (PRIVATE) 0 0.40% 121+ 0 s°° °° 29•33 CLa 13+00 ° +40.78, 0.00'° 4+L�0 ,1 °° 1 °`r ° 0 - �J es J FL FLOW LINE z <� < +00.00, 0.00 ° S 15+d0 ° °s^ °S 8 O 1 FY4Oa <N, '� a s - s - s, S. s ° s^ <N w TOC - TOP OF CONCRETE ' I° e Ln z30.13 CL o s s 29.73 CL � 1 0.42 � "°Q° 1°,s ° �, 5 ° ° 29.59 CL ° 0.70� 30.29 CL �0 1 - 1 �.�..� HP - HIGH POINT _ s ° s +00.00, 0. +00.00,S o s° +00.00, 0.00 r° < s ��`�° +00.00, 0.00'L, s` s ° +00.00, 0.00 L 8 Q s CR - CURB RETURN wLLJ 30.51 CL/INT I s N N s U 2 POC - POINT ON CURVE - +00.00, 0.00' 30 79 + - - - - - - - - 30.33 - - - - - - - - - - 29.93 - - - 2g.53- - - - - 29.37 GB _ _ _ 29.79 _ _ _ _ _ _ _ _ _ 30.49 _ _ _ _ 30.99 CL _ INT - INTERSECTION +31.60, 10.00'R �30.55 GB +00.00, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +00.00, 0.001E PRC - POINT OF REVERSE CURVE �, +40.78, 10.00'R 31.19Y Q I� I +46.51, 16.00'R Fo +00.00, 10 00 R ' LJ..I A C SHEET NOTES G I ' Ln A SEESHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. � I SEE ROADWAY PLAN �� s B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. SHEET C2.3 47 46 45 44 43 42 41 40 39 38 37 s \�/ I 36 I 35 34 33 32 31 30 29 28 C. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET I� SECTIONS. I O D. SEE SHEETS C3.0 AND C3.1 FOR PRELIMINARY LOT z I I I I GRADING PLANS. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. ALLEY "A" PLAN AND PROFILE G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 0 30 60 90 0 3 6 9 ALIGNMENT. Plan/Profile Scale: 1" - 30' Profile Vertical Scale: 1" - 3' H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 2541 2541 I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. (V J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. Ln 0 z LO 2538 2538 KEYNOTES z Q o + o+ O + 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z W II0 00 r SUPPLEMENTAL STANDARD DRAWING SD-702. O J 0 II Q II + 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD (/) z 0 NILL C14N ro "_� SUPPLEMENTAL STANDARD DRAWING SD-701. LJ..I 2535 z Q N II 2535 > 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Q N co GUTTER TO 3" ROLLED CURB AND GUTTER. 1 LJ..I NII wII m L70 00 z Q p II Y N 4. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q zm N STANDARD DRAWING SD-709. N _ LL II 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC �_ Q 2532 0 > 2532 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES tj J PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES w 5 FINISHED GROUND w SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE G Q (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) - '2.00q° \2 65° EXISTING GROUND - - - - - - - - - - - - - - - - AND SHALL BE COLORED 'TRAFFIC YELLOW'. O 0.70 ° - -0.40 - - - - - - W - - - - - - - - 6. INSTALL PEDESTRIAN RAMP TYPE "G" PER ACHD \ J 2529 _ _ _ 2529 SUPPLEMENTAL DRAWING SD-712G, WITH TRUNCATED 5 J _ _ - - - - - - - DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. Q - - - - - - - - - - - - - - - - - - - - DOMES SHALL BE RIGID INSERTS WET-SET INTO THE 0 CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Q Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. J O O 2526 2526 PROPOSED STORM DRAIN SYSTEM 0 2523 2523 X z N O V a EXISTING GROUND CENTERLINE U 2520 FINISH GROUND CENTERLINE 2520 Z N 0 L.L Z wN N N 0) 00 r- 00 L0 00 PI) 0) C14 n n L0 C c0 L0 c0 ( r- 0) 00 N 0) O L N r,� O O C0 PO M v� ) Cn Cn O 0 O O O6 6 6 6 MN N N N N N N N N N N N N N N N M r7 M M� r) n N N N N N N N N N M ML0 LC) M r7 z N N NN N N NN NN NN NN NN NN N N N N N N N N N N N N N N N N N N N N N 0 Y U Z 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 3 lumo ENGINEERING L.L a 5725ETH83713 DISCOVERY WAY BOIS DAHO 83 IF PHONE(208)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD 0 CHECKED BY: LCK Q V F DATE: AUGUST 2025 z 0 PROJECT: 24-296 �c SHEET NO. c > Lu .5 a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 8/5/25 o Q GRADE BREAK �C, 0 \NS�Iv /V C K - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS I i r I I II a Q FOLLOWS: I STA.CL _ ROADWAY STATION FROM CENTERLINE a O O I O O O O O O O O O O OI is I AY CENTERLINE PC - POINT DWOF CURVATURE 21 22 23 I 40 41 42 43 44 45 46 47 48 49 50I . PT - POINT OF TANGENCY ELE. - ELEVATION 31.85 31.87 SEE DETAIL SHEET C2.9 .S 18 +69.97, 10.001E °° 31.91 CL +29.07, 10.001E �, s < L - STATION OFFSET LEFT 31.56 GB +70.47, 0.00' 31.93 CL A R - STATION OFFSET RIGHT +29.51, 0.00' 33.35 PC �� ° . I RIM - RIM OF STRUCTURE TRUC UR K OF E • � LIP - LIP OF GUTTER w N +52.13, 10.001E I +61.35, 10.001E U 31.68 GB I MA - MATCH EXISTING - - - - +42.89, 10.00'L- - - - 31.90 - - - - - - - - - - - -32.30 - - - - - - - - - - Y+00.00, 32.70 - - - - - -N- - - - - -33.10 - - - - - , 1 ° Z I +00.00, 10.00'L +00.00, 10.001E 10.00'L o +00.00, 10.001E ° 19SW - SIDEWALK EP - EDGE OF PAVEMENT cn J °� o s' s ° ° •s o s • 4 • s ° . FL - FLOW LINE z w 0.70%' d o °s. 3.03%� s 1 . < �0.40% o ALLEY "A" (PRIVATE)° °S Q, s° a ° .Q o • 1 ° 1 1 0.40%• a °� TOC - TOP OF CONCRETE _ _ _ _ _ _ � N -, �f� s ° T 1 HP - HIGH POINT N_ 2 W ado, s 3.37% -se s° 31.70 CL . ` . .1 ��° , �32.10 CL ° 1 • s . 1 0, 32.50 CL 1. • �32.90�CLr91 ra 1 ° I CR - CURB RETURN > U O +00.00, 0.00' s° s +00.00, 0.00' o� s +00.00, 0.00' ~ �1 . 18 .1 +00.00, 0.00'°s 1° Q ° . s I o� POC _ POINT ON CURVE ~ 31.90 . . ° ° • 32.30 ° .° N° 32.70 33.10 INT INTERSECTION +00.00, 10.00'R - - - - +00.00, 10.00'R- - - - - - - - - - - -+00.00, 10.00'R- - - - - - - - - -+00.00, 10.00'R- - - - PC - - PRC - POINT OF REVERSE CURVE w ' I 31.48 CL GB W +77.35, 10100 R ,ti ° 33.30 CL INT SHEET NOTES 31.36 CL/GB +42.89, 0.00' +99.35, 0.00' L1J +52.13, 0.00' 1 ° A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD A 20 NOTES. +52.133110 00'R 31.68 GB SEE ROADWAY PLAN s . s I. +42.89, 10.00'R SHEET C2.7 31.98 31.60 CL I 31 98 B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. +70.77, 10.00'R +00.00, 0.00' +29.78, 10.00'R s 27 26 25 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 s I °. C. SHEET C2.9 FOR TYPICAL ROADWAY STREET SECTIONS .1 O BLOCK 5 SEE ROADWAY PLAN BLOCK 4 21 D. SEE SHEETS C3.0 C3.1 FOR PRELIMINARY LOT GRADING z SHEET C2.4 s . ° PLANS. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH ALLEY ��A�� PLAN AND PROFILE SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 0 30 60 90 0 3 6 9 H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 2544 2544 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. (V J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. O z z Q 2541 M 2541 z w rn O J rn � + z LLO N 0 > W rn + II r- 414 Q O 2538 `+° `� 2538 1 W m z > z Q II Q r7 II N _ O t o N� coo N� 00 w II Q Q M LY r) Y M M N O N N � w 2535 N m II w II m II N Z w 2535 OC W 2 Q II Q w > Lu J O 0 w z � w FINISHED GROUND w - w w z QLu EXISTING GROUND - - - - - - - - _ _ - _ - - Q J Q 2532 - - 0.40% - - - - - - - - - 2532 Q 0.70% - - - _ - - - - _ - - - - J O CL 2529 2529 PROPOSED STORM a DRAIN SYSTEM X z 1 2526 2526 V a 3 m U Z EXISTING GROU D CENTERLINE Z) z FINISH GROU D CENTERLINE 0 2523 2523 N O � r7 � � Cn O00 O 00 O � (D z I- n 00 00O O r 00 O CO N 00 0) n C) O N r7 NO 0 c0 I- Cn 000 O g O O O O N N N N N N n n n r) r7 ro r7 r7 r7 r7 r7 r7 r7 N N r7 �`1 N N N N N M r r7 r7 r7 r7 M r7 r7 r7 r7 r7 r7 if) r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 Y 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 NIcni 3 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 ENGINEERING O a 5725ETH83713 DISCOVERY WAY BOIS DAHO 83 IF PHONE(208)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu a N 2 SHEET LEGEND F.SS\pN A L f NG �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSF 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 s� 8/5/25 o Q GRADE BREAK �C, 0f \NS�Iv /V C. K - - - - - - - - - - SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: Lu l SEE ROADWAY PLAN ° STA. - ROADWAY STATION FROM CENTERLINE ° BLOCK 4IT y I 23 SHEET C2.6 y I CL - ROADWAY CENTERLINE o I 49 33.81 GB PC - POINT OF CURVATURE PT - POINT OF TANGENCY +49.51, 10.00'L I I� ° ELE. - ELEVATION y° SEE DETAIL SHEET C2.9 ° L - STATION OFFSET LEFT 33.83 PC I R - STATION OFFSET RIGHT +52.00, 10.00'L 33.65 PT g I TBC - TOP BACK OF CURB F F F+12.00, 10.00'L RIM - RIM OF STRUCTURE 22 I �ti� LIP - LIP OF GUTTER �' 50 y I MA - MATCH EXISTING 34.61 GB 10.00'L I I - - Oo- - - 33.94 I SW - SIDEWALK Q e +69.50, 10.001 FEP - EDGE OF L - FLOW LINE PAVEMENT z 0 o TOC - TOP OF CONCRETE O � 0.40% 2 00% 1 +00 HP _ HIGH POINT N N , ° CR CURB RETURN > - POINT ON CURVE Lu ~Lo ALLEY "B" (PRIVATE) O POC ° 33.62 CL/INT INT _ INTERSECTION N 33.30 CL/INT/GB N i +96.00, 0.00' PRC - POINT OF REVERSE CURVE +74.00, 0.00' - - - - - - _T 34.01 CIL SHEET NOTES 33.61 CL/GB +69.50, 0.00' 34.41 CL/GB 33.50 GB +49.51,.80. G00' I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 1 B 34.07 +00.00, 0.00' IF I 34.61 GB +49.51, 10.00'R+74.00, 10.00'R 33 +69.50, 10.00'R NOTES. <_ I I +00.00, 10.00'R 19 18 17 I II B. SEE SHEET C2.8 FOR PAVEMENT MARKINGS AND SIGNAGE. ICI 21 20 I SEE ROADWAY PLAN I I SSEE ECTIONS SHEET C2.2 C. SHEET C2.9 FOR TYPICAL ROADWAY STREET I I I i p D. SEE SHEETS C3.0 AND C3.1 FOR PRELIMINARY LOT z GRADING PLANS. E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. ALLEY B PLAN AND PROFILE F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. 0 30 60 90 0 3 6 9 G. ALL STATION AND OFFSET LABELING RELATED TO EACH Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 2544 2544 MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF O COMPLIANCE WITH POLICY AND EXISTING PAVEMENT O 0 Ln O MARKINGS. (V 2541 0 o ai `° 2541 J. SEE SHEETS C4.0 AND C4.1 FOR STORM WATER PLANS. Ln O z + + + KEYNOTES z Q II ' a � � � II � J II a N a N 1. INSTALL TRUNCATED DOMES PER ACHD SUPPLEMENTAL z W ~ j� Ln cn IC! N O DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS J a O `� ~ "� M qY "n WET-SET INTO THE CONCRETE (CONCRETE STAMP AND - ILL2538 m M Y W Z Ln 2538 ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED (/) Z QLO w U N m m II v W'. \ Q w w o Of TRAFFIC YELLOW. w Ld LLI w II � II 0 W  J CAD H > Z � Z ZJ CAW ZW 2535 FINISHED GROUND - 2535 Q O z `n o oc a J -1.50q _ 0. 0% 2.00OX - _ _ 2532 \- - - 2532 z EXISTING GROUND Q W J Q Q Q Q 2529 2529 J O O CL 2526 2526 0 a EXISTING GROUND CENTERLINE z FINISH GROUND CENTERLINE 2523 2523 U LL It B/ z cfl O N O r1 I � O N � LL z M M I-) M M M N 4 v ul � L0 M L0 rM � rM � rM � rM ul ul N (V NN NN NN NN NN NN o z 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 Y U DC 3 lumo ENGINEERING L.L a 5725ETH83713 DISCOVERY WAY BOIS DAHO 83 IF PHONE(208)639-6939 O kmengllp.com Z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu 7 a N 2 PAVEMENT MARKING LEGEND S\pNAL fN REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FS G� FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS ��CENSE ti 24" WHITE - CROSS WALK 860 12' LENGTH, 2' WIDTH, 4' GAP s� 815125 0 19 24" WHITE - STOP BAR z� OF �NS� NC, K SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND ACHD NOTES. B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. C. STOP BARS, CROSSWALKS, MULTI-USE PATHWAY a STRIPING, AND PAVEMENT MARKING SYMBOLS SHALL BE 0 THERMOPLASTIC. D. ASPHALT SURFACE PAVEMENT MARKINGS SHALL BE PAINT. E. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH 2O23 MUTCD & 2004 SHS SIGNING AND PAVEMENT MARKING DETAILS. F. REFER TO ACHD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. N KEYNOTES ® O 1. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE sn j 2 PER ACHD SUPPLEMENTAL STANDARD DRAWING Lu SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 2. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. 3. INSTALL STANDARD POST MOUNTED STREET NAME SIGN PER ACHD TRAFFIC STANDARDS DETAIL TS-1109.04. o z I i FA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EP EP EP EP EP EP EP EP EP EP EP EP EP EP E EP EP EP EP EP EP EP EP P EP EP EP EP EP EP EP EP E� �� �P EP- — P— — EP-�"EP 1 EP- —EP EP P E' —EP EP EP EP EP EP EP EP EP EP EP 1 EP 1 EP P EP EP EP EP EP EP EP EP EP EP EP P EP EP EP Atk_ OP OP TOP TOP TOP T T TOP TOP TOP TOP T0TnD TOP 9 ---T PV TO T T E TOE TOE TOE OE TO — E TOE TOE T - TOE TO OE TOE TOE TOE —TOE TOE TOE TOE OE OE TOE TOE TOE TOE TOE TOE TOE `14I Oj Og BLOCK 6 2 16 12 BLOCK 3 O fV I m IILI C ow Ic F-T7 oM O2 O O O O oC14 � _N O 10 11 12 17 0 15 14 1 No�N 11 10 9 O O O� cv �a— O z of � � XIX �X IXX IXX I z Q O C�N O �' O� N O� N z J Z R/ /W R/ O Q W. FLAT ROCK ST. 3 W. FLAT ROCK ST. _18 18 I 18 > W (� m I — — z R/W R W R/W R/W N W W N W477R/W R/W R/W R/W co Lu Z L J X�o� X� � O x°'X� I � �Wo � � Q O N �owN Wo 39 N �oN i I 17 JWN 16 N 0 N �O I O O O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 13 14 15 16 17 18 19 20 21 22 40 41 42 43 44 45 46 47 48 49 50 I ~ W Q d w I 18 1 Lu z BLOCK 5 23 BLOCK 4 I a I O I O Q G Q — - - - - - - - - - - - - - - - - - — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — v I Q V' I z I � 19 14 Q I ALLEY "A" (PRIVATE) 24 ALLEY "A" (PRIVATE) Lu 38 } Lu — - - - - - - - - — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - — — 11 Q Q _— — Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Q _ O m l I 25 Q I O 1C I = 20 13 R1-1 0 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 30" X 30" 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 dOlS 21 12 m I z X N N 3 V X X I a 3 - z m • o • 19 • • • VLNo • . LaT . • O Z 1 U 0 W. WAVERTON DR. N NN • I • Ln Y L - - - - - - - - J � - - - - - - - - � 11111111111111 - - - - - � _ z a jL I O x z � � � + I h r► � oc O Z ENGINEERING L.L 5 NORTH DISCOVERY a 572 0 50 100 150 BOI E,IIDAHO 83713 0�-� PHONE(208)639-6939 O Plan/Profile Scale: 1" = 50' kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu a N 2 c,S�pNAL fN �CF C E N SF c�'y D SIDEWALK 60' RIGHT-OF-WAY S DEWALKD p� 860 y 9r 8/5/2-5 EASEMENT EASEMENT Pao v 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' Cl F Of �� Iv 20' PL-PL 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK 7 LANE THRU 91 LANE THRU 91 LANE PARK 7 LANE 8' PLANTER 5' SIDEWALK yC�NC• K�N� SLOPE TO 10' 10' EXISTING 1.5% t0.25 1.5% 1.5% f0.25% % 1.5%� 2% 2%' f— LANDING, TYP. /\\\/\ /\\/\\ 1' LANDLu ING, /�/'�/i�// //\ /\\nP.; /i\/� 6" PORTLAND CEMENT CONCRETE. CONCRETE �� �\ �\�\�\�\ �\ MIX DESIGN PER ISPWC 4000A. 6" VERTICAL CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 COMPACTED SUBGRADE INSTALL 6" X 6" WELDED WIRE FABRIC LAYER. AND GUTTER, TYP. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 12" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION A ( PRIVATE ALLEY) STREET SECTION C ( LOCAL - N . WOODHEAD AVE . ) SCALE: NTS SCALE: NTS z O Ln > 2 Lu ac — 1.5' ACHD 1.5' ACHD 4' PERMANENT SIDEWALK 46' RIGHT-OF-WAY SIDEWALK 50' RIGHT-OF-WAY ACHD SIDEWALK EASEMENT\ EASEMENT EASEMENT 0.5' 13.5' TBC-CL 13.5' CL-TBC 0.5' 3' 2' 5' SIDEWALK 11.5' 6.5' 6.5' 8' PLANTER 5' SIDEWALK 27' 20' CL-TBC 5' SIDEWALK 3:1 MAX. THRU LANE THRU LANE PARK LANE 1' LANDING, TYP. SLOPE TO WIDTH VARIES (13' MIN.) EXISTING 1 5%.t0 25% 2% 2%' �5% 1.5% t0.25% VARIES 2% 1.5% t0.2 0 0 6" VERTICAL CURB \ \ \ \ \ \ \ AND GUTTER 1' LANDING, \\�\\//\\ \ \\\\\\\\\\TMPTYP. ' �\ / /\ � //\ \ /\/ \ \\/\/\/\/\ \\/ \ 01 r 3" ROLLED CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 3" OF ASPHALT PAVEMENT 6" VERTICAL CURB AND AND GUTTER EXISTING PAVEMENT SECTION SP-3, 0.50 INCH (1/2") GUTTER, TYP. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE MIX, PG-64-28 COMPACTED SUBGRADE 12" OF 6" MINUS PIT-RUN SUBBASE / 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 17" OF 6" MINUS PIT-RUN SUBBASE COMPACTED SUBGRADE STREET SECTION 6 ( LOCAL - W. FLAT ROCK ST. ) STREET SECTION D ( INDUSTRIAL - N . POLLARD LN . ) SCALE: NTS SCALE: NTS fV o z z Q z a- O L/) z > o w 0 1 w co > J JN �_ W 0 I.0 2 O � z Q o � oc o Q Q J O O CL a X N z 3 O m a U Z Z) 0 0 N Q _ I z Z O z a U O ENGINEERING L.L a 5725 NORTH DISCOVERY WAY BOI E,IIDAHO 83713 IF PHONE(208)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu a N 2 GRADING LEGEND SHEET NOTES CIVIL ACRONYMS A. SEE SHEET C1.1 FOR GRADING NOTES. ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ASS\ONAL fNc� FINISHED GRADE ELEVATION �42.50 B. SEE SHEETS C2.0-C2.9 FOR ROADWAY FOLLOWS: \CENSF IMPROVEMENT PLANS. STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE 860 1.50% FINISHED GRADE SLOPE C. SEE SHEET C2.9 FOR TYPICAL STREET SECTIONS. PC - POINT OF CURVATURE 8/5/25 0 PT - POINT OF TANGENCY LE - STATION OFFSET LEFT � 9TF OF Iv �� L 2626 �� FINISHED GRADE CONTOUR R - STATION OFFSET RIGHT y��/�/ �(\N� KEYNOTES ® C. TBC - TOP BACK OF CURB -2645- - EXISTING GRADE CONTOUR 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. LIP - LIP OF GUTTER SW - SIDEWALK TOC - TOP OF CONCRETE FG - FINISH GRADE GRADE BREAK TW - TOP OF WALL Lu 0 m FA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - IIEP EP _ER�-EP EP EP EP- EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP FP EP EP EP EP 30.96 EP EP- - - - _ _ SW 28.67 28.63- �215 28.87 28.95 --2529- 29.06 28.79 29.25 29.39 29.81 _2530- 29.83 30.01 MA MA \ 29� MA MA MA MA MA MA MA MA MA, EP EP EP Er EP EP Fo EP EP EP EP EP EP EP EP EP EP EP P EP F -EP _. EP EP z 29.34 29.08 \ 28.87 28.60 - 28.36 28.31 28.68 29.05 29.42 29.79 30.28 GB GB GB GB �� GB GB OP TOP- GBrp GB T TOP GB T P TOP GB TOP GB TOP TC TnD - - c L 6"PI 6 1 1 6"PI "PI 6"PI 6"PI 6"PI "PI 6"PI =6"PI 6 PI I -6'pl a"PI "P 6"PI 6" PI 6"PI PI 6"PI I I la w m I I I ° � - IW 12 BLOCK 6 p, ��9/ S29 N N IN ° o 1 29.81 \ 29.08 O 28.87 O 28.60 O 28.36 \ 28.31 O 28.68 \ 29.05 N \ 29.42 10 29.79 11 30.78 W N N - GB GB GB GB GB GB GB GB GB GB GB 12 < 30.28 I s < L 29.31 29.58 29.34 29.10 28.86 28.81 29.18 29.55 29.92 30.29 I 30.56 m I N GB \ GB GB GB GB GB GB GB GB GB GB I TBC I I I 3 I 29.8��219. �29.58 29.34SW: 29.10 28.86 28.81 s 29.18 29.55 �29.92 30.29 30.74 N -I SW 0 29 26 -29 02- 28.78 -28 68 29.110 29 47 -29 84 30.2 2 30577 / I 29 98 N TBC TBC TBC TBC In TBC TBC TBC TBC `� TBC TBC ° z J TBCw rw,-LL-. I I O� 8' 8"W- -8"W -8"W- 8"W 8"W 8"W- 8• £- "w. -8"w 8 8"w a�" _ ..I _ O- . 8" 8„w �".. 8„w 8vJ �W 29.98 29.86 29.75 29.64 29.53 29.42 29.32 29.21 29.10 28.99 28.88 29.16 9 29.33 29.50 29.66 29.83 30.00 30.17 253 30.33 30.50 30.67 m I I I TBC TBC TBC TBC TBC - TBC TBC �8' 9 TBC TBC TBC TBC TBC 25 TBC TBC TBC TBC TBC TBC TBC TBC TBC 8"s 8"s s 8"S 8"s 8" a1's 8"s 8"s 8"s W. FLAT ROCK ST. 8"S 8"s 8"S 8"S 8"S s 8"S "S 8'S 8"S 8"S 8"s "s "s s"s I I N 30.10 30.05 29.94 29.83 29.73 29.62 29.51 29.40 29.29 29.19 29.08 29.12 29.36 29.52 29.69 29.86 30.03 30.19 30.36 30.53 30.69 30.86 II \ SW. . SW SW SW SW SW SW SW SW ° SW SW SW ° SW SW SW SW SW SW SW SW SW SW rn - ° 2S3 - - s -a1 - - - .°J - - . - - - - s ..1 - - ° - 2529 s - - - s rn O " s II 30.16 4 PI 4 PI PI 4 1 TIP I 4 PI 4 PI 4 PI 1 a 4 PI 4 PI 4 PI 4 PI I��° 4'PI 4' 1 4"PI 4"PI 4'PI 4'PI PI 4 4 PI 4 PI 4 4 PI a 1 °4 a u N VSW I R 29.19�' ,s J / 31.12 T v I I I IX! GB 1 I \ SW J� J_ 30.16 a 30.05 29.94 '29.83 29.73 29.62 29.51 29.40 29.29 29.19 28.49 29.51 2 1.52 29.69 29.86 30.03 30.19 30.35 30.51 30.67 30.83 30.54 rn GB GB GB GB GB GB GB GB GB GB GB �\ I GB GB GB GB GB GB GB GB GB GB GB rn fV II W 29.55 29.45 29.35 / 29.24 29.13 29.02 28.91 28.81 28.70 28.59 29.23 28.85 29.04 29.23 29.42 29.61 29.80 29.99 30.18 30.37 31.12 \ r m I GB GB GB GB GB GB GB GB GB GB GB 29'GB 28.G8g GB GB GB GB GB GB GB' GB GB GB I O cn \ \ \ \ \ N \ \ \ 10 11 o,. 12 29 99 \ \ N \ \ \ \ /\ � \ \ \ I z ` , z J 13 14 � 15 16 17 18 19 0 20 21 22 � rn Q I I o o, � 29.74 �. 0 O W I D I �tij � N �g' G B I � GB N ,L�j^J N I 0 � O li N m N W 29.5 ' 29.45 29.35 29.24 29.13 29.02 28.91 28.81 28.70 28.59 28.49 BLOCK 5 28.68 28.85 29.04 29.23 29.42 29.61 /29.80 29.99 30.18 30.37 30.54 a I GB I= _GB G_B GB GB GB GB GB, GB GB GB I `� GB GB GB GB GB GB GB GB GBH GB, GB 23I D > Q W z 30.58 30.45 �30.35 30.24 30.13 30.02 29.91 29.81 29.70 29.59 29.48 29.37 29.66, 29.85 30.04 30.23 30.42 30.61 30.80 30.99 31.18 31.37 31.56 < _ m I 13 FG FG FG. _ FG_ _ FG_ - _ FG FG - FG. - FG_ - _ FG_ - FG - - GB - FG _ FG- FG - FG - FG_ - FG_ FG- - FG - FG_ _ FG_ - - - FG W N / .� z W 100 Co 8 w - s . 8:w s 8„ $� 8"� 2530° $L] °8"w °8nW s° 8„ s° 29.48 8„w s 8"w��8„w 8°W 8'-W sa 8'\2S3o 8"W ° a 1v` "5)N ° 8"W° a <8 s° s 3 I .8..w 8"W 18"Was° 8.w .1 8., N Q O GB .s s ALLEY"A" (PRIVATE)° s 24 "s s°' e 1 se °1 '1° ° . `1 1° s °Q ° ✓ a° d ,° ° 1 S 3 s S S .8"S° S S i" S $"s 8"S 0 8" S 8"S 8"S 8"5 • S "S �'S ° 8" ° 81'S° 8'S S "S 8"5 8;S "S "s 8"S N s s s se s . s s gs W1d 14 1d (� rn 1a ° i[1- -�� `n �n-°- 1d ld 30.60 30.45 30.35 30.24 30.13 30.02 29.91 29.819.70 29.59 29.48 29.37 29.66 29.85 30.04 30.23 30.42 30.61 30.80 30.99 31.18 31.37 31.56 ' O - FG FG FG FG FG FG FG FG FG FG FG .G B FG FG FG / FG FG FG FG FG FG FG FG I a r n I � - GB \ 1 z 0.W - I �� 2529 I 1 0 o/ 2530 0 31 I 0 Ln 25 s 2530 o 1 ' N - - �, J 472 46 45 44 43 42 N 41 40 39 38 37 11 36 `� I 35 34 33 32 31 30 29 28 27 26 25�I ° I ' J i I 30.55 30.45 30.35 30.24 30.13 30.02 29.91 29.81- 29.70 29.60 29.49 129.68 29.85 30.04 -30.23 30.42 30.61 30.80 30.99 31.18 31.37 31.54 I ' Gg GB GB GB GB GB GB GB GB GB GB I \ GB GB GB GB GB GB GB GB GB GB GB 0 30.83 30.81 30.78 -30.90 -31.01- 31.14 31.27 31.40 31.52 "31.29 �, �. �}31.60� 32.10 32.20 32.31 32.41 32.56 32.70 32.82 32.93 33.02 32.97 N 131.02 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG- FG FG FG FG N L- - FG a m LL � 3 � - GB NN ° d . ° e ° d ° a d ° a . ° e d° G 30.87 30.83 -o 30.81 30.78 30.90 31.01 . '31.14 31.27 31.40 ° 31.52 31.65 31.99 32.10 32.21 132.31 32.41 32.56 32.70 32.82. . 32.93 33.02 -33.14° °� SW SW SW SW SW SW SW SW SW - SW SW SW SW SW SW SW SW - SW SW SW SW 12"W 1 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W �12 w" 12"w 12"w 12"w 12"w 12"w 12"w 12"w =2)1 �12"w 12"w 12"w 12"w 12"w 12"w 12"IAA- U 253� W. WAVERTON DR. �2532- / D 00 o s "s " " �'s s a s or- 8� " 8"s " 8"S8� " „s 8"s�s�� s 8"s 8"s e s�� „ „ 8„ " 8��s „ „s 8"s Z 8 N O N z L CO O N U z z DC O 0 ENGINEERING L.L Z 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 O U PHONE 208 639-6939 7 kmengllp.com L DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q ~ 0 30 60 90 DATE: AUGUST 2025 z z ° PROJECT: 24-296 Plan Scale: 1 = 30 SHEET NO. > Lu a N 2 GRADING LEGEND SHEET NOTES CIVIL ACRONYMS A. SEE SHEET C1.1 FOR GRADING NOTES. ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ASS\ONAL fNc� FINISHED GRADE ELEVATION �42.50 B. SEE SHEETS C2.0-C2.9 FOR ROADWAY FOLLOWS: \CENSF IMPROVEMENT PLANS. STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE 860 1.50% FINISHED GRADE SLOPE C. SEE SHEET C2.9 FOR TYPICAL STREET SECTIONS. PC - POINT OF CURVATURE 8/5/25 0 PT - POINT OF TANGENCY LE - STATION OFFSET LEFT � 9TF OF Iv �� L 2626 �� FINISHED GRADE CONTOUR R - STATION OFFSET RIGHT y��/�/ �(\N� KEYNOTES ® C. TBC - TOP BACK OF CURB -2645- - EXISTING GRADE CONTOUR 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. LIP - LIP OF GUTTER SW - SIDEWALK TOC - TOP OF CONCRETE FG - FINISH GRADE GRADE BREAK TW - TOP OF WALL Lu 0 EP EP EP-30,9V EP EP EP EP E. SEE EP EP EP EI -EP EP EP EP EP EP EP EP €P EP EP EP EP tr tr tr tr rr �r �• -• z _ O \ SW 2S31 30.00 30.65 30.84 31.14 2532- 31.24 31.36 31.64 31.86 31.89 2533 32.73 32.97 2534- -EP EP P MA -EP EP E MA -EP EP MA EP :::EP MA EP EP -E� EP EP EP EF EP EP EPf- EP EP EP EP 33.29 EF 33.57� P �� EP EP-33.85 Lu Lu MA MA MA MA MA -� -MA MA MA_ �, MA MA_ �u ,� .,„� . - 30.31 30.44 30.83 31.23 31.63 32.03 32.43 32.80 T P-33.00_-TOP Tpp 33.37�To TOP -33.59�- qlizf TOP _33.66 -34.26 35.19 )P P GB T0� TOP GB TO OP 0 GB ��TOP T P GB TO GB - �� GB _ TOP T GB TOP GB GB GB ",GB GB GB TOP GB I PI -6" 6" 6"PI -PI 6" I 6"PI 6"PI PI 61 6"PIriyl 6"PI -�" 6"PI I 11 I 6'PI 6"PI 6"PI 6 1 "PI 6"PI "PI 6"P 6"P PI 6"PI �`rp R 6s� _ 2533 2532 3 1.5 �0 25 1 2533_ Ln N � 3 ° 30.81 16 30.44 15 30.83 14 31.23 13 31.63 12 32.03 11 32.43 10 33.13 9 FG 26 33.37 O 33.59 I 33.66 O 34.26 4 34.83 0 GB I-T3 GB GB GB GB GB FG GB GB GB GB fGB 1 TBC 6 30.32 31.33 .31.73 32.13 32.53 32.93 32.80 `.25 33.00 33.87 34.09 I 34.16 34.76 3 5.3 3 z � GB D l � GB GB GB GB s GB GB S GB 33 s GB S GB GB S GB GB l SW*83 31.33 31.73T 32.13 32.53 32.93 33.32 R • 33.48 33.87 34.09 / 34.16 34.76 35.32 SW / SW SW SW SW SW SW SW SW SW ,SW Sy\I 30.40 31.26 / 31.66 -32.05- 32.45 32.85 33.25 33.40 33.80 34.02 33.84 34.68 35.24 °• ° ® TBC - - - - - TBC i - - - TBC - - - TBC - TBC - - - TBC TBC s° TBC TBC TBC TBC TBC � TBC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 57 S 1 S d ° , • S �. 41 di . , . . ° 8"W 8""' 8" o" ' 8"W 8" 8"W °"N 8 8"W a"W �" 8" n"W 8"W "W 8"W 8"W 8" R"w 8"W 8"W 8" _ -R"W 8 W W 8"� 8"W B"W 8"W 8"W r 5 8 30.82 31.09 53� 31.35 31.62 31.87 32.05 2532 / 32.50- -32.76- 33.03 533 33.29- - 33.56 -33.70 -33.92' 34.09�25,34-34.26 "D3 �3 3 25� I 35.45 TBC - TBC - 2 - .TBC - TBC - - TBC - - _TBC TBC - TBC _ - TBC - 2 TBC -TBC TBC TBC - TBC - - TBC - � - TBC - TBC TBC -s"s s"s s's s"s 8"s s s's s"s s" s"s s"-s 8"s 8 32.23_s"s s s"s 8°s I s"s s 8"s s"s s"s s"s a"s a"s s"s �- s°s 8"s s"s 8"s s" „s s°s a' s" S s- TBC W. FLAT ROCK ST. 3 Co 31.02 �31.28 31.55 31.81 32.08 32.43 32.69 32.96 33.22 33.49 33.75 34.02 .s /34.28 34.45 34.29 _ _ 34.61 - -35.01_ -35.41 35.64 SW r1531�"sD= SW SW SW SW �cj5�, SW SW SW SW SW SW SW ^53� SW SW SW ® SW 3 SW SW SW 4 PI 4 PI I 4 PI 4 PI 4 PI 4 PI 4 PI 4 PI 4" 4"PI 4"PI 4"PI 4 PI 4'PI 4 1 4 PI Pla 4 PI 4 PI 4 1 °4 PI 4 PI 4 PI Poi 4 PI I PII -° 4 P 4 PI 4'PI 4"PI N T L • ° - - - - - - - - - - - - - - - P - 31.23° I 33.81 i 34.42" I 2535 R O rn SW / I FG 33.53 00 z GB 34.59 16 34.59 Ln z l GB 17 33.53 O` I ^ 31.10 31.28 31.55 31.80 31.33 31.57 32.69 32.96 33.22 33.49 33.75�, ° I s , � O c>' GB O GB I Q V = GBy I GB GB GB GB I GB GB GB GB GB GB 333.81' 33.94 34.50 a I GB 3�1I�34.95 35.61 I C z J 30.71 I 30.86 31.02 31.18 32.28 32.55 31.71 31.87 32.03 32.19 32.34 �FG � I FG FG I FG FG rn T O �I GI I / GB GB GB GB � � � �/ GB GB GB GB GB �GB�I� °s � I O y rn r 39 40 41 ,� 42 43 44 �g"j� 45 46 47 48 49 I 1 °'° I 33.73 I -� - 34.46 34.46 N I z m / N N 5 O I� a3 ° I 5� �I GB 3 GB > Lu z 0 h s 15 35.46 I - ^ Co 33.73 18 GB �� - - 4 - J 35.13 O C 1 , rn I BLOCK 4 I s FG 34.68 a 34.76 a< a , FG FG 1 c W m 130.71 30.86 31.02 31.18 31.33 31.57 31.71 31.87 32.03 32.20 32.34 6. •p ° I FG GB � ° � ° a 3 I N 1 Co z Lu • 1 GB,, `s, GB s GB `s GB GB GB s GB GB GB GB GB �33.65I� s� 34.83 ° 35.34 \ Q > O ° ° 5 131.70 31.86 32.02 32.18 32.34 32.55 32.71 32.87 33.03 33.19 FG I ° - I / GB 35 34 3 34.35 00 - - _ FG- - - - FG_ L FG_ - - - FG - - _ FG - - - _ FG 33.351 • 33.62 25 GB (/) O FG- - - FG- - - - - - - - - - - - - FG- G - - - - - 'FG s • GB �34.93 ,� 1 ° GB .F F. ° 33.62 19 34.84 GB ,d 35.29 14 Co 35.35 N•4' A I •t/ ° � FG vi s, • ,s ° , ,� ° s • FG 8 gbh 35.22 FG Lu "w s s'w ° a "W a"w "w °4'W�s"W 8"w T s' ° s"w s"v� srw 's"w �a 25 �1-.s"w w, s"� $"w ° ° �, 35.30 s s ° s , ° s• , 12532 s s.. ° s ° s 33 ° , 2534 35.15 GB -2535- - - - - - 35.33 _ ® ° , ° s• , °s ,< ° • ° s ° s SW 34.25 34.25 O �° °< ° s s g• • I, ° s s ALLEY A (PRIVATE)° ° ° s � 33.52 < � I GB .� � •�' GB s FG Ur s"s 3 ;� I "s �° "s s"s ,as"s ° a°s ° sA- 8"s ° `s"s�8"s°�s�= 5"S�s»s• 1 »S° °8"s 8"s »ssA a 8"S s� sus , ,S S"sT. 8" S I ° ° GB 11 35.58 I 735.45 2 5 z �, 33.80 . °33.52 �� °.t y 35.00 a° 3 SW FG 35.25 z S _,a , ° ° -� - - - � - - - - - - - - - - - - - -� - - - � - �"- - �"- - - � - - -�- - - GB FG 35.23� � •� FG L _ JFG 35.66 35.40 31.69 31.80 31.91 32.01 32.12 32.23 32.34 32.55 32.66 32.77 32.88 32.99 33.09 33.20 33.31 111, 33.41 • , N / FG FG FG FG FG FG I FG FG FG FG FG FG FG FG FG FG w a SW SW FG 0 .F \ • ° Q 34.84- - - - - - 34.84 Q Q \ 33.85 > I I FG a 33.85 20 33.GB ° 35.48'� 35.80 13 2535-35.5GB 2 5 J Lo N 2532 2533 N 5,3� Co fj^j�` FG 35.FG GB 25=j5 FG FG O 1 = � t S 3 I J S � � � � \v � 35.22 35.22 N I 37 36 35 34 33 32 31 30 29 28 27 26 25 _24 23 22 1 Q s 34�g GB GB 35.90 34.21 21 2534 q 36.22 12 ° 31.70 31.80 31.91 32.01 32.12 32.23 32.33 32.57 32.66 32.77 -32.88 32.99 33.09 33.20 33.31 35.38 ,ems • � � FG ,�,I ,�� �35.84 FG FG GB GB GB GB GB GB GB GB' GB GB GB GB GB GB GB GB s y 2536 s a 33.09 33.30 33.42 33.53 33.65 33.77 33.75 -33.99 34.27 34.40 34.51 34.62 34.74 34.89 35.06 33.63 _i 253 FG FG FG FG FG FG FG -2533 GB GB GB GB GB GB GB GB GB 34.57 36.43 J, �, . � 35.60 z m bGB* 12533 - - --- --� --� - - - ----- - - --- - - - - - - 36.27 - ---- --- ---- --- --- --- ---- -- -- - 34.61 �c 36 31 NFG GB GB GB 25�� / � 36 64 O FG R - »Ff -s"Fr- -6„FT- - „ -�, -- - Pr - � �"Pr-- r-- - I - - 6 pl-- -Spy 6'pi- ,m-- - - - -s'pr - -s �'7r-- �' -- �' - -FG _��" " -- FG �' �� � --�» (:,Pf LL G ® d d, d A $ ° C ° A. Z 33.23 33.30 33.42 33.53 33.65 , 33.77 A. 33.89 \ 34.13 34.27• 34.40 , 34.51t 34.62 34.74 . 34.89 35.06 35.38 a 35.63 35.84'"" 36.06- 36.37 36.61 36.65 36.71 36.66` 36.840 37.05f a \ , SW SW SW SW SW SW SW SW SW �SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW 36.32 o 2 2"W 12"W 1 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12'W 1f2"W 12"W 12"W 12"W 12"W 12"W 12"W / 12"W 12"W 12"W ,z�W 12" 12"w -1 z S V'69_ z" 12"w 12"w 12"w N -2533 W. WAVERTON DR. ,2534 y /2535 �" z r » »S » 8"S 8 „S » „ / o r1 8 S 8L „ „ 8„ „ 8 S / S „ „5 8 m rn z U z DC O 0 ENGINEERING LL Z 5725 NORTH DISCOVERY WAY a BOISE,IDAHO 83713 O U PHONE 208 639-6939 z kmengllp.com DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �5 a 0 30 60 90 > J Plan Scale: 1" = 30' C3. 1 Lu a N 2 KEYNOTES ® SHEET NOTES O UTILITY MAIN MAIN CROSSING A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Fs OMENS fNc�'y MAINTAIN VERTICAL AND HORIZONTAL NOTES. \\� f APPROXIMATE 100-YEAR WATER SURFACE ELEVATION: 2529.50 POTABLE/NON-POTABLE MAIN LINE SEPARATION B. SEE SHEET C4.1 FOR STORM WATER DETAILS. PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 860 6" FREEBOARD (MIN.) NOTE 2 SHEET C1.1 FOR ADDITIONAL C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN INFILTRATION BASIN POND NOTES: INFORMATION. SURFACE. J'> 8/5/2-525 AT OR BELOW 13 FEET FROM EXISTING GROUND o Q 1. ALL BASINS TO BE VEGETATED, INCLUDING SLOPES AND BOTTOM. SLOPES SHALL HAVE TOP OF BANK THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON IRRIGATED TURF GRASS AS SPECIFIED PER THE LANDSCAPE PLANS. NO IRRIGATION ON ELEVATION 2530.00 1. SB #1 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION THE TEST PIT LOGS, WHICH SHOW POORLY GRADED C f OF BASIN FLOOR. NO WOODY VEGETATION BELOW 100-YEAR SURFACE OR WITHIN 10' OF 1.5' B-B ON SHEET C4.1 (651 X 17.5'W X 7.5'D). GRAVEL AT THE APPROXIMATE BOTTOM DEPTH OF THE ��/�/ C Y, EMBANKMENT SPILLWAY, PIPES, OR STRUCTURES. SEE ACHD STORMWATER MANAGEMENT TOE ELEVATION PROPOSED SEEPAGE BEDS. FOR ADDITIONAL INFORMATION BASIN REVEGETATION GUIDANCE MANUAL AND SPECIFIC BMP'S FOR ADDITIONAL ����� \ 3 2528.00 �'.\ ����\� 2. SB #2 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION REFER TO THE GEOTECHNICAL ENGINEERING REPORT VEGETATION REQUIREMENTS. ������� �� ���� B-B ON SHEET C4.1 (511 x 15'W x 7.5'D). "POLLARD LANE REALIGNMENT - POLLARD LANE & 2. EXCAVATE AND SCARIFY SUBSOIL BEFORE TOPSOIL/AMENDED SOIL IS PLACED. VEGETATE CHINDEN BOULEVARD" PREPARED BY MTI, DATED AUGUST AFTER CONTRIBUTING DRAINAGE AREA HAS SITE SEDIMENT & EROSION CONTROL \///\���\��� 1% �5'� 1% ���\���\���\�\ 3. SB 3 P 31, 2016 AND GROUNDWATER DATA PREPARED BY MEASU3. AREASREMENTSIN DESIGNATEDFOR BASINS SHALL BE CLEARED, GRUBBED AND STRIPPED OF \/� � ��� _ -' _ = _ ��x����\x���\/ A-A#ON SHEET)C4.1 (341 x 1 'WDxDET51DL)#1/SECTION NATURAL RESOURCE SOLUTIONS, LLC. TOPSOIL. TOPSOIL SHALL BE STOCKPILED AND USED AT FINAL GRADING TO ESTABLISH ����� ���� �����������\\� D. PROVIDE WATER-TIGHT SEALS AT PIPING 4. SB #4 (PUBLIC), SEE SEEPAGE BED DETAIL 1 SECTION VEGETATION. \ / ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, 4. FILL MATERIALS FOR EMBANKMENT SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION, SC, ���� ��������� ���������������\ A-A ON SHEET C4.1 (111'L x 10'W x 7.5'D . AND MANHOLES. CH, OR CL AND MUST HAVE AT LEAST 30% PASSING THE 200 SIEVE. AREAS ON WHICH _ - �� �� �/�� \ SEASONAL HIGH GROUNDWATER # �j / / �jf � ELEVATION 2517.Ot FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL. EMBANKMENT �� �� �� �� �� �� �� �� �� �� �� �� �� ���� 5. SB #5 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE 1 FILL SHALL MEET ISPWC CLASS C COMPACTION REQUIREMENTS. CONSIDERATION MAY BE B-B ON SHEET C4.1 (551 x 12'W x 7.5'D). COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF Q GIVE TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF DESIGNED BY A 4" MIN. TOPSOIL OR AMENDED � ��� ROW OR WHERE COVER IS GREATER THAN 2 FEET THE 0 GEOTECHNICAL ENGINEER. NATIVE MATERIAL WITH TURF OR 6. SB #6 (PUBLIC), SEE SEEPAGE BED DETAIL #1/SECTION STORM PIPE SHALL BE ADS N-12 HP PIPE OR 5. ALL PIPE OUTLETS TO BASINS SHALL BE UNEXPOSED AND FULLY BURIED WITH METAL NATIVE GRASS PER ACHD APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN END SECTION TO PREVENT DEGRADATION OF THE PIPE FROM WEATHER. REQUIREMENTS INSTALL ISPWC 801 OR ASTM C33 B-B ON SHEET C4.1 (32'L x 15'W x 7.5'D). LESS THAN 5-FEET OF SEPARATION BETWEEN 6. A LICENSE AGREEMENT IS REQUIRED FOR HOA OWNED BASINS. FILTER SAND (51 X 2'W X 1.5'D) STRUCTURES. 7. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS 7. SB #7 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION ENCOUNTERED ABOVE THE ANTICIPATED SEASONAL HIGH GROUNDWATER ELEVATION. C-C ON SHEET C4.1 (12'L x 12'W x 7.5'D). F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC NOTE:2 STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. REFER TO INFILTRATION BASIN PRIMARY POND NOTES, THIS SHEET. 8. SB #8 (PRIVATE), SEE SEEPAGE BED DETAIL #1/SECTION STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 2. REFER TO ACHD STORMWATER DESIGN GUIDELINES BMP 10 FOR ADDITIONAL INFORMATION. C-C ON SHEET C4.1 (91 x 9'W x 7.5'D). RATED LIDS UNLESS OTHERWISE SPECIFIED. INFILTRATION BASIN POND #1 9. INSTALL GROUND WATER OBSERVATION WELL PER ACHD G. THE CONTRACTOR SHALL COMPLY WITH ALL THE z SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION REQUIREMENTS FOR STORM WATER DISCHARGE 0 SCALE: NTS BED 5' FROM THE END AND OUTSIDE OF BED A ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES N MINIMUM OF 50' FROM THE PERIMETER OF THE BED. IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP 2 PLAN PREPARED FOR THIS SITE, REGULAR SITE w Lu 10. PROPOSED ACHD STORM DRAIN EASEMENT INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE ~ SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN THE NPDES GENERAL PERMIT. 11. PROPOSED PRIVATE STORM DRAIN EASEMENT 0 50 100 150 H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 12. INSTALL METAL END SECTION AND TRASH RACKS FOR ENGINEER AND ACHD. Plan/Profile Scale: 1" = SO' POND OUTFALL WITH RIPRAP (8" ANGULAR STONE) OUTLET PROTECTION PER ISPWC SD-628. LINE RIPRAP I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM BOTTOM AND SIDES WITH 8 OZ NON-WOVEN GEOTEXTILE DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN FABRIC PER ACHD REQUIREMENTS AND OVERLAP (1-FT MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER INLET #7 MIN.) PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH ACHD SD-601, TYPE I I INV. IN: 2528.75 (8" PVC C900) SECTION 8018 OF THE ACHD DEVELOPMENT POLICY RIM:2530.08 MANUAL AND ISPWC SD-623. SUMP:2525.85 13. INSTALL INFILTRATION BASIN POND #1 PER DETAIL, THIS INV IN:2526.85 12" (E) SHEET. J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, 9.2' 12" ADS N-12 HP INV OUT:2526.85 12" (W) THE CONTRACTOR SHALL CONFORM TO THE STANDARDS ® 0.43% Q25=0.08cfs SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF 14. INSTALL SHALLOW INLET PER ACHD DETAIL 10, SHEET THE ACHD STORMWATER GUIDELINES. Q 100=0.12cfs C4.1. 41.0' 18" ADS N-12 HP I K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 1 1- INLET #1 14 10.00% 30.5' 12" PVC C900 INLET #8 ® 0.43% I ACHD SD-604A, TYPE IV AND 8200 OF THE 2017 ACHD POLICY MANUAL. ACHD SD-601, TYPE I I I ACHD 30-6 RIM:2529.98 24.5' 12" PVC C900 SGT #3 (1,000 GAL) INLET #6 RI MP:30.26 6 L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE INV OU 52528. RIM:2530.72 (W) ACHD SD-601, TYPE I INV OUT:2527.16 12" (S) LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE INV OUT:2528.79 8" (SE) I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION PER THE INTERNATIONAL BUILDING CODE, FA Q100=0.7cfs INLET 3- - - INLET 2 - INV IN:2526 81 0.64 1 2" (E) NV OUT:25.9 98 12" (W) Q100o1?07cfs EP INLET #10 INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN Ef25 -EP-EP- # P EP EP # EP EP E EP EP EP P- EP EP EP EP EP EP E� �� �P- - -E� - - Q100=0.10cfs ACHD SD-601, TYPE I- ACHD SD-604A, TYPE IV ( ) REQUIREMENTS. RIM:2528.35 RIM.2528.35 INV IN.2526.81 12 (S) -24.5 12 ADS N-12 HP-EP EP EP EP EP EP EP ACHD SD-604A, TYPE IV' P�VS9Qf� -�4Qip P- EP EP EP E EP EP P 3 EP Q25=0.08cfs SUMP:2524.15- SUMP:2524.25 INV OUT:2525.96 18" N � 9 ® 0.41% - Top TOP TOP RIM:2533.60, T P c o Q100=0.12cfs .m° INV IN:2525.15 12" (N) -INV OUT:2525.25 12" (S) BAFFLE IN:2526.13 SUMP:2529.50 6 PI 6 1 6-PI 6 PI 6 PI I 6 PI 6 PI 6 PI 6 PI 6 PI �eL�� 6 1 T E�INV OUT:2525.15 12" (S))E To E-Q25=1.04cfs TOE E T( BAFFLE OUT:2526.71 T �� TOE 14 ® INV OUT:2530.50 12" (S) in Q25=1.03cfs Q100=1.45cfs Q25=0.81 cfs I� N I 12 I BLOCK6 7 F Q100=1.43cfs Q100=1.13cfs I i i 3 I INLET #9 �' �' Q25=0.51cfs ACHD SD-601, TYPE I BLOCKS Q100=0.71cfs I (� c RIM:2530.26 W W N I O2 O3 O4 O5 O6 O7 O8 O9 10 00 11 I 17 16 15 SUMP:2526.06 13 12 11 10 W 9 W OS O7 O6 O5 O4 I I Q INV IN:2527.06 12" (N) 13 SGT #1 (1,000 GAL) 10 INV OUT:2527.06 12" (S) 24.5' 12" PVC C900 INLET #11 I z 12 9 W ® 0.41% - RIM:2528.92 (W) I 3 � Q25=0.71 cfs � �I � ACHD SD-601, TYPE I -1 4' RIM:2528.94 (E) T 00 40 Q100=1.00cfs RIM:2533.60 - - - - - - - - - - - - - INV IN:2525.12 12" (N) - - - - - - 83.3' 12' PVC C900 - - - - - - - - - - - - - - - - - SGT #6 (1,000 GAL) - _ - SUMP•2529 40 - - - 3 N Nlw= w y RIM:2534.18G(W z INV OUT:2524.27 18" (S) @ 0.79% INV IN:2530.40 12 (N) O w s"w ; a"w s"w a„w a"w a"w " e ; e"w Ln a"w a„w a„w "w a"w ` 5.2 12 ADS N-12 HP a"w a"w s"w a"w a" s"w a"w 8"w RIM:2534.16 (E)a"w _ W INLET BAFFLE:2524.44 = INV OUT2530.40 12" (S) 9 OUTLET BAFFLE:2525.02 ® 0.57% INV IN:2530.38 12" (N) 9 Q25=0.42cfs G s 8"S 8"S 8"S 8"S 8" 8'S 8'S s 8'S 8'S 8'S 8'S 8'S - s 8'S S S a"5 8"S 8"S 8"S 8" 8"S S 8"S 8" _ S_ - "S s G W. FLAT ROCK ST. Q25=1.90cfs I W. FLAT ROCK ST. INV OUBAFFL . IN 18" (S) Q100=0.59cfs Q100=2.66cfs - 9 BAFFLE IN:2529.70 - LJ..I 3 SDMH #1 BAFFLE OUT:2530.28 00 N - 48"0 SDMH FLAT TOP _ Q25=0.85cfs 1 �'` -4 - 4 Pr a"Pr - "Pr "� Pr - - -- RIM:2531.28 - _ - - - - - - - PI -�p I - 4"PI - 4-PI - I -4.8' 12" ADS N-12 HP - a r 5.2' 12" ADS N-12 HP W J W�W W 4 - - - - 4 - ®l W - W W Q100=1.19cfs 6 ® 0.42% SUMP:2525.47 W W Ia @ 0.57% I� W INV IN:2527.47 12" (E) I I g 9 116.5' 18" ADS N-12 HP W W W y 17 w ( ) W W W W W BLOCK 4 3 s I 12" ADS NYLOPLAST Q INV OUT:2527.47 12" N @ 0.00% z I ) 1 IW W W I y I 50.0' 18" ADS N-12 HP W DRAIN BASIN J N W W W ® 0.00% I RIM:2533.87 = G 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 W 12 W W 13 14 15 16 17 18 19 20 21 22 �� I I 40 41 42 43 44 45 46 47 48 49 50 I\ I W 7 W SUMP:2525.91 �' ` � � a IW I I.LI O - Q25=0.27cfs 15 5.2' 12" ADS N-12 HP 18 9 W W BLOCK 5 I 1 1 I Iy Q100=0.38cfsLu 0.57% 23 SGT #4 (1,000 GAL) W IW I 10 W y W O z' F0.5' 18" ADS N-12 HP' / W W10 T T INLET #5 5 39 RIM:2530.84 (W) W W WJ Iy W W •. N - - - - - - -- - ® 0.00%- 9 -�- - - - - - - - - - - ACHD SD-601, TYPE I - W �, - - - - RIM:2530.87 (E) y W W W W W W - - - - - - - - - - - - - O W u;.a . Q Q RIM:2530.73 00 INV IN:2527.03 12" (N) s w s"w s w "" s"w s"w W W W y 14 19 w ALLEY"A" (PRIVATE)' „w SGT #2 (1,000 GAL) a"w s"w s' s"w "w s' s"w SUMP:2526.50 8'w w 8' a w INV OUT:2526.18 18" (E)- ' a ALLEY A (PRIVATE) a " I - - - - - - - - „ „ RIM:2529.17 (W) (OPEN GRATE) INV IN:2527.50 12" E . a BAFFLE IN:2526.35 ° W y W W w W W W y s s s s s s- "s 71.3' 18 ADS N-12 HP a's a s O; "s 5 a" a"s s"s f �s"s s"s "s s"s s"S� s"s ^s s' RIM:2529.20 (E) (CLOSED LID) ® 0.00% 1. BAFFLE OUT:2526.93 W W W W 3 H W W 11 W y I Q W INV OUT:2527.50 12" (W) t - - - - - INV OUT:2524.57 18" (S) - - - - - - - w - - t - - - - - - - - ft - - - - - - _J a I BAFFLE IN:2524.74 W I Q25=0.20cfs I > I W P25=1.48cfs 1002.06cfs - W y W W W W W y W 8 W W W W I - W �- W W- J ® Q100=0-28cfs Q w Iy I BAFFLE OUT:2525.32 W 1 1 1 I Q I W I I y or-, Q25=1.28cfs 30.5' 12" PVC C900 Q W 87.2' 18" ADS N-12 HP W W y `� 20 W �I W12"BADS NYLOPLAST 13 s� O O I� a Q100=1.78cfs w I� w W 0.43% Q ® 0.00% W W W W W W C° I y W DRAIN BASIN 34.60 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 I F O 137 36 35 34 33 32 31 W 30 W O O O O O O O O J 21 W W S M:2 2526. 12 '• ',� W W 29 28 27 26 25 24 23 22 w INLET #4 WI 10 I Q W W W W SUMP:2526.60 IW y ACHD SD-601, TYPE I �Q100o0.22cfs O W W g I Z I SGT #5 (1,000 GAL) - -- _ _- -- -- -- - - 2 - ---- - - -- RIM:2530.73 W RIM:2531.64 (W) (CLOSED LID) _- _ " - " SUMP:2526.63 - -- -- -- - - -- - -- -- - -aw, _ _ I- 1 _ RIM 2531 54 E OP AT W N 3 W - -- - - -- -- - ----- ------- - f - -- -INV OUT:2527.63 12" (W)- - ( ) (OPEN GRATE) - W W -- -- -- -- -- - -- --- ------- - -- ---- -N - Q25=0.20cfs-- INV OUT:2526.94 18" (N) .. - . . .. .-- L ,. .. Q100=0.28cfs �,' • BAFFLE IN:2527.1 1 . .. . .. •, . r z °� s • • • • • ® � BAFFLE OUT:2527.69 • • • • • • • • • • • • ® • • • • • O " 12"W ` 12 W 12"W 12"W 12"W 12"W 12"W 12"W ; ` 12"W 12"W 12"W 12"W 12"W 12"W i Q25=1.31 cfs !"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W ` 12"W 12"W 12" 12"W 12"W "; 12" 12"W 12"W Q 100=1.83cfs s a"s a"s s"s a"s s"s s"s s"s a"s a"s s"S a"S s"s a"s s"S a"s a"S s"s s s"s s"s s"s s"s s"s s"s s"s s"s s"s s"s s"s s"S s"S s"s s"S s"S s U N 3 W. WAVERTON DR. „ N 4'PS 4'PS 4'PS 4'PS 4'PS 4'PS 4'PS 4'PS 4'PS 4'PS 4'PS 4 ra 4 ra 4"PS 4'P 4" S 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"Rs N eo siFI..L i1e, Do Q N r r �� . - r s t r• .r i ,. r f Y a r. • I .f • • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 1I 1 1 1 1 1 1 1 r. - - - ,rt - - + - - - - - - - - - - - - - - - - - - - - - - - - rT - T7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � r � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � . '. I `° - - - - - - - z O i^ U Y O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 5 PHOINE(08)639-6939 O kmengllp.com Z DESIGN BY: LCK DRAWN BY: JAD Or- o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu V J 4. a N 2 S�pNAL fN LEGEND �CFS PENS (DWELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER JJJJJI' , �� f 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) JJ J , t z � 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER � - - 860� `'�,, O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- JJJJJ'` ,, ,n 8/5/2-5/` 0 _ CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILSy� OF \ w I-1 I =1 11=1 Q PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" t JJJ a0 -I "`• - H11=III=11 -: ' - -. '-> � i I JJJ �., IM"101 IIIII PIPE. DRILLED WELLS MAY USE 4 PIPEIIIIIII : ' NONWOVEN FILTER FAB IC AROUND OPENIN S A D BOTTOM, FABRIC OVER CHIP DRAIN ROCK ________________ __ ________________ R G N S/ A� POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CYioo.III. III-11 3 = e 6" STANDARD CURB AP e e 4 O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. i �� �� ASPHALT USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES PER SD-701 d. . :------------- --� _-_ ------------- PERSPECTIVE VIEW -- - 3 N.T.S. s NOTES: z i I PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR i STORM DRAINAGE FACILITIES i ~_ - - - - - - - - � LIP OF GUTTER - N.T.S.N•T•S• 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS � - -- - - - - - - - J - - 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD A 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 w o w s t N.T.S. o II I-1 1=1 I I-1 11=1 11=1 1=1 1=1 11=1 1=1 I 18 �� I-III-III-III-III s I 1=1 I-III-I o =1 I I-I 11=11 I=1 I I - m -III-1 11=1 11=1 11=1 I '` _ .-III-III-III-I I II�III-III III-III=III-I"- �i BACK OF CURB 11-III=11 -III III; SIDEWALK -iIL- s 8" C900 PIPE -11 - z II z A a illl 3 a w = PLAN Li 6 SECTION CONCRETE COLLAR FLOW o BAFFLE WALL N.T.S. N > N.T.S. ELEV B FLOW 0 ELEV A N w a a ELEV D w INLET BAFFLE WALL a #4 EPDXY BAR ELEV C 20" STD SIDEWALK 2% MAX � 9 ASPHALT SECTION A-A 8" c900 PIPE N.T.S. o I NOTES 6" DEEP ° 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY t 4 3"-6" ANGULAR .. RIPRAP IN SWALE LEGEND: 0.5' TYP •f o 7 � z t MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION A-A SECTION z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) N.T.S. s H 1-FT USE GRADE RINGS (TYPICAL) N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER LEGEND: 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS (D STANDARD TYPE 1 INLET PER SD-601 OF ISPWC/ACHD SUPPLEMENTAL WITH THESE MODIFICATIONS. O EL. A > EL. B BY 0.10' MIN FRAME & GRATE PER ISPWC/ACHD SUPPLEMENTAL SD-609/610A EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD NOTES: s WATERTIGHT SEAL 1. REQUIRED WITH INFILTRATION SWALE DESIGN FOR ATTACHED SIDEWALK s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET 2. SEE SWALE BMPS FOR SWALE DETAILS ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION IDAFORHO STANDARDS PUBLIC WORKS GROUNDWATER STANDARD DRAWING FORIDAHO STANDARDS PUBLIC WORKS GROUNDWATER STANDARD DRAWING ACHD STORMWATER DESIGN 2015 SAND AND GREASE TRAP STANDARD DRAWING 2015 SHALLOW INLET STANDARD DRAWING CONSTRUCTION CONSTRUCTION GUIDELINES BMP 01 ACHD STORMWATER DESIGN ATTACHED C H E D WALK OBSERVATION WELL- SD - 627 OBSERVATION WELL SD- 627 1 OF 2 GUIDELINES DETAIL_ 10 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 r" z GROUND NO TREES ARE ALLOWED WITHIN NO TREES ARE WATER 10' OF THE OUTSIDE PERIMETER z_ ALLOWED NEAR OBSERVATION � PERIMETER N THE WELL #2 OF THE SEEPAGE BED LENGTH VARIES, J GROUND WATER NO TREES ARE ALLOWED WITHIN z ELEV. - "A" (MIN.) SEE SHEET TABLE THIS SEEPAGE BED OBSERVATION WELL #1 10' OF THE OUTSIDE PERIMETER N FINISHED GROUND 5 ��j��j • ���,�'• OF THE SEEPAGE BED ELEV. - "A" (MIN.) 7 z ��A B 50' /��jq,��jggqqq,� �j��j��j��j%� ELEV. - ,>A„ (MIN.) 0 z MIN. i/ / / / / / / / / / / / / ELEV. - "B,. ���!a 5� � � s qqq��% - ���������� O R\5 O O - W � � � � � ELEV. B" ��� � � � � o 0 0 o ELEV. - ..B.. SAND AND GREASE TRAP vi 3~ 3 vi o 0 FIL(k mwELEV. - „C» �x ELEV. - „C„ 6 O m wWD ---- ------ vi vi o c o o �aN wco SDI � z w J 5 z :. 5 w J ~ 5 O 3 O 5 J- - J �Lu 5 5 QQ t` Qco ~w= m z O J 18"0 PERFORATED o cn= ��� m Z) Q L.f_ 5 LF OF 18"0 ADS N-12 HP ~ =w =w 0 0 2 � w Q ADS N-12 HP SOLID WALL PIPE II U N O� 0 2 O N N Q W w w o 0 TRANSITION 5' IN BED NON-PERFORATED ��A,B I 8 w 0 TO PERFORATED PIPE �---LENGTH VARIES, SEE TABLE THIS SHEET{ ELEV. - "D" 2 ELEV. - "D" 2 ELEV. - "C" z W PLAN VIEW I Z _ Lu z 0 z 0 KEY 1. ISPWC 801 OR ASTM C33 FILTER SAND. Z WIDTH VARIES, SEE WIDTH VARIES, SEE 2. 3/4" - 2" ANGULAR ROCK. �� o Q V) 3. 12"0 PERFORATED ADS PIPE. p p p \ MAX. HSGW TABLE THIS SHEET MAX. HSGW TABLE THIS SHEET 5 SAND AND GREASE TRAP PER 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL OR ROCK = OR ROCK ACHD REQUIREMENTS. REFER TO ENGINEER. ELEV. - "D" III ELEVATION ELEVATION ACHD DETAIL BMP 01. WATERTIGHT CONNECTION 18"0 PERFORATED ADS FINISH GROUND 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED z Q ADDITIONAL INFORMATION PER PLAN. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION N-12 HP 18" ADS CAP 4 4 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. WIDTH VARIES, SEE J 6. MINIMUM OF 1.-FT COVER FROM TOP OF BED TO FINISH GROUND IN MAX. HSGW M J LANDSCAPE AREAS. INSTALL WOVEN GEOTEXTILE FABRIC OVER TOP OF TABLE THIS SHEET O --- 1. ISPWC 801 OR ASTM C33 FILTER SAND. BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 F OR APPROVED OR ROCK- , O ____ 0% SLOPE 2. 3/4" - 2" ANGULAR ROCK. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION ELEVATION - ! 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER DESIGN KEY 8202.23. GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 1. ISPWC 801 OR ASTM C33 FILTER SAND. 7. ADS NYLOPLAST 12" DRAIN BASIN 4 . 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 2. 2" WASHED DRAIN ROCK OR 3/4" - 2" ANGULAR ROCK. 8. 6"0 ADS PIPE. CONNECT TO 12"0 PERFORATED ADS PIPE. MINIMUM OF 20"_j 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER BAFFLE SPACING MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. GENERAL NOTES: 4" OF CHIPS PIPE BEDDING MINIMUM OF 1-FT TOP AND SIDES ONLY. 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 1.0-FT 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR SECTION VIEW C-C: SEEPAGE BEDS 18"0 SOLID WALL ADS N-12 HP COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL WOVEN GEOTEXTILE EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 820223 EVIDENCE OF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET TO THE TOP FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 F OR . .OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. OF SAND. (EXTEND 5' INTO SEEPAGE BED) APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM OF 2. REFER TO 'GEOT AS, DATED INVESTIGATION APEX WEST SUBDIVISION" PREPARED BY ATLAS, DATTED FEBRUARY 8, 2022, FOR FURTHER OUTSIDE OF PUBLIC ROW (COMMON LOT z m GROUND WATER OBSERVATION WELL PER 8202.23• 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN LANDSCAPE N DETAIL. EXTEND MINIMUM OF 1' BELOW AREAS. INFORMATION. DESIGN INFILTRATION RATE = 8"/HR. O N THE BOTTOM OF SAND LAYER rri 3 PROFILE VIEW SECTION VIEW A-A: SEEPAGE U SECTION VIEW B-B: SEEPAGE BEDS PLAN AND PROFILE BEDS WITHIN PUBLIC ROW OUTSIDE OF PUBLIC ROW (COMMON LOT) Z 0 Z V 0 z GENERAL NOTES O a A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 13 FEET FROM EXISTING GROUND SURFACE. SEEPAGE BED TABLE THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON THE TEST PIT LOGS, WHICH SHOW POORLY GRADED �c� 4s• U z GRAVEL AT THE APPROXIMATE BOTTOM DEPTH OF THE PROPOSED SEEPAGE BEDS. FOR ADDITIONAL INFORMATION z BED WIDTH DESIGN INFILTRATION REFER TO THE GEOTECHNICAL ENGINEERING REPORT "POLLARD LANE REALIGNMENT - POLLARD LANE & CHINDEN = SEEPAGE BED SECTION BED LENGTH (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) RATE (IN/HR) BOULEVARD" PREPARED BY MTI, DATED AUGUST 31, 2016 AND GROUNDWATER DATA PREPARED BY NATURAL O RESOURCE SOLUTIONS, SB #1 (PUBLIC) B-B 65 17.5 7.5 2529.05 2526.70 2524.27 2519.20 2515t 4,210 8.0 B. ALL DR DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. �: E N G I N E E R I N G L.L 3 C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 5725 NORTH DISCOVERY WAY D. BED WIDTH SHALL REMAIN CONSTANT. O SB #2 (PRIVATE) B-B 51 15 7.5 2529.69 2527.67 2524.57 2520.17 2516t 2,830 8.0 E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER BOISE,IDAHO 83713 o SB #3 (PUBLIC) A-A 34 15 7.5 2530.75 2528.00 2525.96 2520.50 2516t 1,893 8 o AFTER SEEPAGE BED IS FULLY EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF PHONE(208)639-6939 z THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO kmengllp.com N SB 4 PUBLIC A-A 111 10 7.5 2530.92 2528.86 2526.18 2521.36 2518t 4,090 8 0 BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM TO ACHIEVE THE # (PUBLIC) REQUIRED INFILTRATION. DESIGN BY: LCK F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. SB #5 (PRIVATE) B-B 55 12 7.5 2531.68 2528.99 2526.94 2521.49 2518t 2,447 8.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE DRAWN BY: JAD cr INSTALLED PER ACHD REQUIREMENTS. o SB #6 (PUBLIC) B-B 32 15 7.5 2534.38 2531.53 2529.53 2524.03 2521t 1,885 8.0 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. CHECKED BY: LCK u THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE 18" PERF PIPE SB #7 (PRIVATE) C-C 12 12 7.5 2533.87 2532.87 - 2525.37 2521t 508 8.0 MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. WQ DATE: AUGUST2025 z z I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD ° SB #8 (PRIVATE) C-C 9 9 7.5 2534.60 2533.60 - 2526.10 2521t 292 8.0 INSPECTOR PRESENT. PERFORATION SCHEDULE PROJECT: 24 296 a J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF 3/8" PERFORATIONS IN VALLEY SHEET NO. _ THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. OF CORRUGATED PIPE. 5 EA ON 18". J > SEEPAGE BED DETAIL #1 C4. 1 w a NTS N 2 SHEET NOTES KEYNOTES AL A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER O UTILITY MAIN MAIN CROSSING �CFSS\oNENS fNc�'y NOTES. MAINTAIN VERTICAL AND HORIZONTAL �\C f B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 860 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY NOTE 2 SHEET C1.1 FOR ADDITIONAL 8/5/25 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE INFORMATION. J'> �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC y� 9Tf OF �QP SD-507. © UTILITY MAIN/SERVICE CROSSING y�//� C Y,NSA D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MAINTAIN VERTICAL AND HORIZONTAL MERIDIAN STANDARD DRAWING SW3. POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SHEET C1.1 FOR ADDITIONAL INFORMATION. EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 1. REMOVE WATER-TIGHT PLUG AND CONNECT TO BASED ON STUB LOCATION. STATIONING TAKEN FROM EXISTING 8" BLOCK-OUT PER CITY OF MERIDIAN CENTERLINE OF SEWER ALIGNMENT. REQUIREMENTS. F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC 2. INSTALL 8" BLOCK-OUT AND WATER-TIGHT SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM PLUG FOR FUTURE CONNECTION. w THE PROPERTY LINE TO SANITARY SEWER MAIN. Q 0 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND EXISTING SEWER SEWER ALIGNMENT "C" MAIN SEWER ALIGNMENT "B" SEE SHEET C5.1 THIS SHEET SEWER, OR RECYCYLED WATER MAIN EASEMENT. cli 29 I I 19 i 10 m l z � = 28 � 20 O Cn vi �° I I I I �FA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N zt I I v EP EP EP EP EP EP EP EP EP EP EP EP EP EP E c 1 FP FP EP EP EP- BLOCK 6 SSMH #5 (48-INCH) LL, � 27 I OD 21 o STA: 3+50.44 OFFSET: 0.00' EP EP EP r I I 11 m i EP EP EP P EP EP EP EP EP TOP E EP aP_N: 729558.02, E: 2435247.33TQD TA,- TOP . To T BLOCK 5 6 PI 6 I 6 PI 6 6 PI s R I = 6 PI 6 PI 6 PI s P 6 PI 6 PI 6 PI 6 PI I s PI_ SEWER ALIGNMENT vi N m SSMH #18 (48-INCH) O I ® BLOCK 6 12 > "A", THIS SHEET 26 I a O STA: 4+46.93 OFFSET: 0.00' I Q • I I 22 - - - - - - N: 729654LI .51, E: 2435248.26 I O O O O O O Og O9 10 11 it o SEWER MAIN TO BE °D m 12 �-- ,Q00 CONSTRUCTED WITH I I STA: 3+86.92 STA: 4+46.92 STA: 6+26.95 _ F F F F STA: 1+00.00 STA: 2+06.95 STA: 2+66.95 STA: 3+26.92 STA: 5+06.95 STA: 5+66.95 POLLARD NORTH 23 _ - __ 1 STA: 1+46.92 I v, - - od i „Sp 90, � I � I N INV: 2525.70 INV: 2524.79 INV: 2524.55 INV: 2524.31 INV: 2524.07 INV: 2524.32 INV: 2524.69 INV: 2525.06 INV: 2525.44 INV: 2525.81 I � I 0 SUBDIVISION No. 1 I I I I L: 39.5' L: 37.5' L: 37.5' L: 37.5' L: 37.5' L: 37.5' L: 37.5' L: 37.5' L: 37.5' L: 37.5' I 0 `� W l 1 00 8SI _B"S "S � z 00 ®\ �� s<,g - - N. WOODHEADAVE. I o - - - - - - - - - - - - - - - - - =R7W - - - - - - o co �-�A 8F NN8 .` - J8"W 8„W o, v I I J I W 8"W 8„W 8„W „W 8„W 8„W 8"w 8„W 8„W t 8„W 8"W W 8"W o„W 00 8"W 1 00 2+ 3+00 4+00 5+ 6+0� L - - - / - - - a �s s..s s s s•s a.. I a s s..� la.. $„S „S. SSMH #5 (48-INCH) I }`� 7 °° _ - � `�j z W. FLAT ROCK ST. SSMH #20 (48-INCH) SSMH #4 (48-INCH)i < I STA: 3+50.44 OFFSET: 00' I SSMH #19 (48-INCH) STA: 3+05.36 OFFSET: 0.00 ° 39 I I STA: 4+98.93 OFFSET: 0.00' 9 N: 729558.02, E: 2435247.33 STA: 1+00.00 OFFSET: 0.00' o• �� d„s F F N: 729512.94, E: 2435246.90 F F F - _N: 729559.91, E: 2435049.84,, N I �r I I N: 729563.73, E: 2434650.94 4 PI -4 Pf -4 4"Ff 4"PT Pr '� T - - ® I I 36 I I - - - BLOCK 41 I I i I ly® oD S 16 O a v N I SEWER MAIN TO BE _u m m • _ I 40 I °° CONSTRUCTED WITH i I I I BLOCK POLLARD NORTH SW WIWWWW � 35 I I I SUBDIVISION No. 1 I N 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 W 12 W W 13 14 15 16 17 18 19 20 21 22 W O m m I00 fV ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT " B" PLAN AND PROFILE o N 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 z zww J J Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' z Q - O 00 2540 2540 2540 2540 � C) z o 0 ^ O ^^^. . N ^ 1 W z z O Z v 2� "Lu�"" ^ O ^'�^v co Z z o ao w wiz z - z� ao ao 00 =o _ z _O •�•�" L u Q Q Z� CO 00 1 O co co co z 00 °� Z o 00 O Ld z_ ao ao ao J J ooO 0) � 00��� NNN � �� � 0 1 � � N UO v= 1 O cDcDCD 7 _ 00 _2535 Oq - - - N 2535 2535 CO0 � Z� Nz Nz Nz z 2535 O - �-Ln0oLOn � ro cD I N 444 2z - QZC m � � N �� �N � 000 C14IN W)OMN O ZZZ 5 Z � N I MNU � ZZZ 0> > > > +tnZ Z N � � 2N � F- N - O 000 S> L7 ) W WN U) > > > >N > > �am > > FINISHED GROUND +LO z Z) U) � r ? Z N ZC > 2530 Q W 2530 _ _ 2530 2530 EXISTING GROUND 0 Z _Z z z O - - - - - - - - O Q Lu Q Q o J N 0 2525 2525 2525 2525 I N 0 I N a EXISTING GROUND FINISHED GROUND N - 398.9' of 8" PVC © 0.60% 2520 2520 2520 2520 z X 1975' O of 8.. VC ® 2.319 2515 96.5' of8" FVC ® 0.41% U 2515 2515 2515 D i0C Z 0 Z 45.1' of 8" PVC @ 0.40% N z0 EXISTING GRO ND CENTERLINE OF SEWER PIP ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 2510 FINISH GRO ND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 C, i^ Z Y z I� N N N N N I') co I� 00 rn O M O O O 00 Co l[) L0 O M l[) l[) (D n r (o Cn 0) N N L CD 00 r Cn u 00 00 Lr) L0 _ O 0) 0 Cn 00 00 00 00 00 Cn Cn Cn 0) O O f� O O C» Cr Cn a0 a0 N 00 N Cn Cn O O O O J M N N N N N N N N N N N N N r) r7 M LO M LO M V) N I0 N � N � N Ln N � N Ln N I0 N L0 N ul N I0 M d) M LO M � M I„L LO LO N Nul NLo NLn N N NLn N N N N � N NLn N 'I) E N G I N E E R I N G N N N N N N N N N N N N N N N N N 0 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O PHONE(208)639-6939 7 3+00 3+50 4+00 4+50 5+00 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 kmengllp.com z DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu V J 5. Illa- N 2 SHEET NOTES KEYNOTES AL A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER O UTILITY MAIN MAIN CROSSING �CFSS\oNENS fNc�'y NOTES. MAINTAIN VERTICAL AND HORIZONTAL �\C f B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 860 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY NOTE 2 SHEET C1.1 FOR ADDITIONAL 8/5/25 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE INFORMATION. J'> �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC y� 9Tf OF �QP SD-507. © UTILITY MAIN/SERVICE CROSSING y�//� C Y,NSA D. INSTALL STANDARD SERVICE MARKERS PER CITY OF MAINTAIN VERTICAL AND HORIZONTAL MERIDIAN STANDARD DRAWING SW3. POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SHEET C1.1 FOR ADDITIONAL INFORMATION. EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 1. REMOVE WATER-TIGHT PLUG AND CONNECT TO BASED ON STUB LOCATION. STATIONING TAKEN FROM EXISTING 8" BLOCK-OUT PER CITY OF MERIDIAN CENTERLINE OF SEWER ALIGNMENT. REQUIREMENTS. F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC 2. INSTALL 4" TRAFFIC RATE CLEAN-OUT PER SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM ISPWC STANDARD DRAWING SD-506A. w THE PROPERTY LINE TO SANITARY SEWER MAIN. Q 0 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. SEWER ALIGNMENT "B" SEE SHEET C5.0 s 81'S 8"S "S 8'S 1 8'S 8" 8"S 8"S 8" s°s s"s s" s"s s"s -s"s s"s a" a"s s"s a"s a" 8"S "s s"s s"s 8' cn m I W. FLAT ROCK ST. SSMH #23 (48-INCH) = SSMH #24 (48-INCH) SSMH #25 (48-INCH) - - N -4 4 - - -� - - - - - - i W 3 47 4 OFFSET: 0.00' STA: 13+25.07 OFFSET: 0.00' - 3 STA: 9+76.23 OFFSET: 0.00 - STA: 12+48.74 �, - - - - - - - N: 729431.15, E: 243549 .55-N: 7294 8.55, E: 24 5766.03' _ -N: 729504.88, E: 2435766.77�i - _ 2i 1 2 3 4 5 6 7 8 9 10 11 cn rn 12 13 14 15 16 17 18 19 20 21 22 z 40 - 41 - 42 43 44 T 45 T 46 T �8 49 A I W I W W LLu W n j W s I v r7 r� r� M W I STA: 13+25.07 17 E m I 0 0 0 0 0 o O O O O I ZE r7 �.� ,� y N N N INV: 2529.09 O I ° 0� O� p00 O� o� O� O� O� O� ON ✓ w w 0� Or, O( OV) p� pn 0� Op 00 3Co O AGO N� �O �I� M 6� c0 r7 �00 y 3 W 3 00 t0 Ln "� N N O o;m 00 �r'� O N O N co 0o O N r!) I� I 0 N L0 v y L0 rn 't p cD N of I co L: 19.5' z I N LI' 00� Op7in �jU7 �� � �00� �� C7)� �� DTI IW w �� c0� (A� N� O�rn �c0 Oct p'")c0 �� 00(C) I = I �� U7� �� �� �. .� w w Nr �00 Oo0 �00 �00 .v �v rL I . I" N N N N N N N (!) N_ N_ + + + + + I O +� 0 +� O +� 0 +� O Nrn p + + + + + N_ N_ N_ N_ N_ N_ N_ N_ w N I W +N_ +N_ +N_ +N_ ON_ pN_ N_ N_ N_ O o rn o rn o �n o rn o +u7 0 BLOCKS W u� 0 +�n o +�n o +rn o +u� o +rn o +�n o +�n o +rn o +rn o m �n o rn o rn o 0 o rn o rn 0 �rn 0 ��n 0 �rn 0 � Q I I �N �N �N �N N NN NN NN �N MN nl W ✓ �N �N � 'tN nN . u7N �N 1 tDN CON (0N (0 m I �N OON DON ON �N �N �N �N �N w I� O STA: 12+97.24 .�, > M > > M r� M M �;,� Z Zl I M �.,� > > > M > r7 > M > > M > W �, > > Q r7 Q `� .v .v W Q �„� Q P,) Q Q Q r+ INV: 2528.97 18 W �yJ a a a > > Q> a> a> Q> a� Zo Q> Q� a Q a a a Q a a I a Q �Z �Z �Z �Z �Z J �Z Z Z Z I Z �Z V �> F > W W �> �> r-> �' �> O (n- J (n- J (n- J (n- J (n- J (n- J (n- J (nZ J > (n- J (n- J (nZ J (nZ J (nZ J (nZ J (nZ J UlZ J �Z J �Z J G LnZ J (nZ J (nZ J (nZ J (nZ J (nZ J (nZ J (nZ J (nZ J 50 fA L: 9.0' Z W m o � I y 00 I STA: 12+70.49 Z w w w w Do A 9 w w w INV: 2528.87 19 9p.w "w s" "w „w „ ALLEY "A" (PRIVATE)a a"w "w s s"w "w s a„ W w e s' s" a" s"w w s" - "w - s"w w �° L: 19.0' IV IV 41 1 0 L+0 a +00 • 4+bd'' 00 24 6+ a +00 8+00 +00 �0+001 a 1 1 a 1 +0�a 8"S 81' 8"S 8"S .' .' 8 S "S 8.'S �' "S 8"S 8 S 8" 8 IS q W W SSCO #2 2 W o W W BLOCK SSMH #21 (48-INCH) T1 i j T t - 180 - - - - - - - - - - - - ti- I - - - - - - - iso - - - - Z - - - - - - - � y W W 2 W 4 RIM•2533 8 7� INV•2528.8 4" STA: 1+00.00 OFFSET: 0.00' W e° W W W W W^ W STA: 12+48.74 W W O O O O O O O O O O v N O oo r cD in W r7 M M r7 r7 M M r7 M Ml r7 M M Q O I W N: 729439.54, E: 2434617.35 O� o� o0 00 0� o� or o� o� o� o0 oN o� o� o� o� o� oPO o� .r N� Nn 1 C N� Nao Nao W N N N N' N N >_ INV: 2529.22 20 00 I� c0 n r) N 0 6� 00 00 O N M rn N N n Nt U� CO O) E W ® W II� O 't 00 L0 N O) Cfl M O I CO M O I� 00 L0 N CA r7 O I- ' 00 w w w O CO _d 0 In N� � L6 In In In In 4 M L0 CO LO 6)� L6 �LQ � 6)(6 N CO Ln(D (0 w _� O r,od O N �M �� -In CO 0' L: 20.2' w u v�p N N �N rN ON MN �N �N_ N_ �N_ w N_ N_ N_ N_ N_ N_ N_ N_ N_ N_ O M Ln 00 M I, O N �n 00 d W� + + + + + + + + + + 3 N_ N_ N_ N_ N_ N_ w I� 00 00 00 00 00 00 00 rc w r +U7 O +rf) O +rf) 0 +rf) 0 +rf) 0 +Ln O +Ln O +rf) O +n 0 +rf) O O O O O O O O O O O w +n 0 +Cn 0 +Cn 0 +Cn 0 +Cn O +�n O +N_ +N_ +N_ +N_ +N_ +N_ +N_ +N_ w w �N �N �N �N NN NN NN NN nN r7N w �N �N �N rf)N rf)N rf)N rf)N tDN tDN tDN ao OON �N 00N 00N �N �N w W y w OLn O O� O OCn O �� O �� O �� O ern O NU7 Om- ' o ai rn 6 rn rn rn rn rn rn 0) rn 6 rn 6 6 6 6 6 6 6 f- r� of of of of of ai STA: 12+40.73 Q w y �N � _N 6 �N 6 �N � �N � ENO �N 6 �C14 INV: 2529.63 21 rczSv Q� Q� - Q� Q� Q� Q� Q� Q� Q� �> �> �> �> �> �> �> �> �> �> ✓ a> a> a> - a> - a> - a> 4 and V) H H H H H H H H Cn I H (n H H H (n �o � :r.rz y w W q I I (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J �" I �' (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J ' (n Z J (n Z J (n Z J (n Z J (n Z J (n Z J w � � y Q> � Q> � Q> � Q> � Q> � Q> � Q> � Q> q o m 47 .0 a •� • � W LU STU � I W N Z J (n Z J (n Z J �(n Z J (n Z J (n Z J (n Z J (n Z J o J a LUE STUB `�' `" �' 'y Jmz - 46 45 44 43 42 41 40 39 „ 38 „ 37 36 35„ 34 GR f Q W W W W W 33 32 31 30 „ 29 28 27 26 - 36 35 34 33 32 31 30 - 29 28 27 26 25 24 23 22 -SSCO #1 -�- 3 W °i _ _ 1 SSMH #3 (60-INCH) W N - - -- -- -- -- - SSMH #22 (48-INCH) W- ------- -- -- -- -- -- -- -- -- - - -- -- -- - -- - -- --- ----RIM:2534.10 - - --- s _ STA: 2+25.49 OFFSET: 0.00' ® ; INV:2529.06 4" �_ ® • STA: 4+17.23 OFFSET: 0.00 • . • • +! N: 729433.45, E: 2435254.56 • • • • • • • • • • • • • • • • • v N: 729436.50, E: 2434934.57 - 12"W ' 12 W 12"W 12"W 12"W 12"W 12"W 12"W ` 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W ` 12"W 12"W 12" 12"W I 12"W fV ALIGNMENT "C" PLAN AND PROFILE o N 0 50 100 150 0 5 10 15 z z w J Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' z Q � O ° 2545 2545 > m z z w m z z o ^^� o ^v � Q ; Q 2540 0 ,. W =o w Z o 00 Z o v 00 2540 N .� _ O ,� - ^ o ui ce p j Co p co' I o � _U Co '� _ - Z 00 ^ 20 �0 p ^� ZO 000o00LO 000 in r ��� 0 (V N �00 � N W Ia Z O 00 V O I O u7 00 V) 00 N N N N C'n Cq Cq N z Z 0 _ Co � � U7 �n M rh CO � N N�vi � in M N H aoO U7 � N I � 00 �� rnKirn NCNo�� � N NnNN I r)� z O O LLJ U7rn CV 000 N V)LO 7 � N CNN =�NZZ p 2�N - O 2535 O V) C� Cy N r7 OCA- N v) N N N +n Z D tea » > > > 2535 z pC No0 in � N Nc1rn ON U) 2NN Z Z Z 0 ��CV - O NNE Z Z Z_ (n(n� Z Z Q w z 2±NZZ O N +� N t_ (NN� ZZZ Z (nN0 Z z - - / J Q > > > 2 N Z 0 _ _ - Q > Q ((%(%FE Z Z Z FINISHED GROUND (nQ > > _ - - - - - - - J ��"�//"��� I (n(nE Z Z , _ - - - - - - J v 2530 EXISTING GROUND - - - - - - - - - 2530 O 2525 ' I ' - 2525 o z N272.5' f 8" PVC @ 0. 0% O N 2 I% m 2520 U m 2520 317.2' of " PVC ® 0.60 0 z 32p' of 8" Lag 0 z PVC @ 2.pgq V) z 2515 2515 N � U Y O g EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT L.L FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT E N G I N E E R I N G 2510 2510 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 O v, rn rn rn rn rn rn o o c0 co o L0 Ln �n �n �n �n �n � LO rn O PHONE(208)639-6939 u 00 N O 00 00 O CO M c0 n r7 CO 00 I, 00 CO 00 N CO 00 O O N CO 0. 00 O O N N N CO 7 Cr Go CoGo of of 0 0 0i o 0 0 0 0 �i N �i �i Mi g p. z ° o 0 0 0 0 0 0 of o 0 0 N N N N �i rj rj kmen 11 com N N pry N M N M N N N N N N N N N N N M M M r7 r7 M M M M M M r7 M r7 M r7 ,r� M �„� r"`� p,� r7 11) M 11) M PO M PO �•`� r) r) r7 v L u 0 0 ul 0 L0 L L L L L0 L0 L0 Lo L0 L0 � LO V) Ln � Cn rn � � Ln rn � � � U7 u rn n rn n rn n rn L0 rn N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DESIGN BY: LCK DRAWN BY: JAD V 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 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 CHECKED BY: LCK Q F DATE: AUGUST 2025 z KF o PROJECT: 24-296 �c SHEET NO. c > V 5. 1 w a N 2 PROJECT LOCATION \\tit[rtTT S� S W.CHINDEN BLVD. VICINITY MAP SCALE. NTS �FI - - - - - - - — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EP- - -EP - - EP - - EP - - -EP - - �- - - � - - �� — 7p- - -Ep — -EF— — � - - -EP- -�-fP EP EP EP EP-- M A EP EP EP— —EP EP EP EP EP EP EP EP EP E —EP—EP—EP—EP EP EP EP EP P EP EP 0 EP EP —EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP E EP EP EP EP EP EP EP EP EP EP EP EP EP EP— -EP EP EP EP EP EP— 6 PI 6 1 6' —6 PI 6 PI 6 PI 6 PI 6"PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 1 6 PI 6 PI 6 PI PI "�' 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6" 6 PI 6 PI PI- 6 PI 6 M 1 2 3 4 5 6 7 8 9 10 11 12 '' 17 16 1514 13 12 11 10 9 8 7 5 4 \ Pad:2529 Pad:2529 Pad:2529 Pad:2528 Pad:2528 Pad:2528 Pad:2529 Pad:2529 Pad:2530 Pad:2530 1 1 Pad:2530 Pad:2531 Pad:2531 Pad:2531 Pad:2532 Pad:2532 Pad:2533 Pad:2533 Pad:2533 Pad:2534 Pad:2534 Pad:2535 \ Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4438 i Lot:4437 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 Lot:4440 " 25' MIN. CONNECT TO EXISTING 8" PVC I •� I M CONNECT TO EXISTING 12" PVC INSTALL 685 LF 8" PVC I 10' MIN. Lot:4444 41 - 8 " COUPLING INSTALL 755 LF 8 PVC 1-12" X 8" TAPPING SLEEVE o o INSTALL 90 LF 8" PVC N o 1-8" FLG X MJ GATE VALVE U'_ 1 1 1 ? 1 1 1 1 1 1 1 Z NY K: '1 �cli 1 1 1 z 1 1 1 1 1 1 f 1 VZ 1 1 1 1RAW fT1 y •(n N " Ul r '(n' r'fn .(n• 7. (n .l ,� Z r r EB to •r r UI (n •r (n r ., I ,� Z U1 a Z _ a J ° s 8"S 8"S-8"S--8"S 8" 8"S 8" 8"S 8"S 8" 8"S s 8"S 8"S 8"S 8"S 8"S ` 8"S S 8"S 8" 8"S 8"S 8"S 8"S 8" 8"S 8"$ ^ "S 8"S 8" 8"S "S 8"S 8"S 8"S 8"S „$ s 8 S Q � 11 W. FLAT ROCK S 1 I J J r ••r r .. r i r r r (n p' r " r .s .r r f r r r r r. r. O r t . d 4"P 4"PI 4"PI 4" 4"PI 4"PI "PI 4"PI 4"PI 4' I 4"PI 4"PI "PI 4"PI 4"P "PI 4'PI 4" 4"PI r 4"PI 4 4"Pln 4"PI 4"PI 4"PI "PI 4'PI 4" 4"PI 4"PI 4 PI 4"PI 4"PI 4"PI 4" W Z N L 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 39 40 41 42 43 44 45 46 47 48 49 150 r I 36' VEOLIA 04 L I Pad:2535 EASEMENT m d Pad:2530 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2529 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 5 z Pad:2531 Pad:2531 Pad:2531 Pad:2531 Pad:2533 Pad:2532 Pad:2532 Pad:2532 Pad:2532 Pad:2532 Pad:2534 ;••5• Lot:3315 Lot:3315 1 Pad:2534 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 Lot:2295 23 Lot:3400 Lot:3400 Lot:3400 Lot:3400 Lot:4505 Lot:3400 Lot:3400 Lot:3400 Lot:3400 Lot:3400 Lot:2212 16 17 O � N CONNECT TO EXISTING 12" PVC 00 p 18 15 Lot:2295 Pad:2534 r Y Pad:2534 I Lot:2295 _ 1-12" X 8" TAPPING SLEEVE ry INSTALL 700 LF 8" PVC m 0 1-8" FLG X MJ GATE VALVE 01 y �_ 0 LlM . r w � y �n ZJ - - - 4 4-1 m Lot:2295 Pad:2534 v; tb Pad:2534 Lot:2295 r. r , r r C. •T 3 ; 19 1 14 } t .r ,•r ,r ,, r r .® r .r r' r .24' � 'y `r r•' .r r' ' 'r 'r' 'r' r '� •d •r.. 'r. 1' •r Y PILLEY'(Attr�r RIV�J E38 A s• s . r r r• 1 r' ' — rs '8„ 8.'S ' r :,S �-8,$r. 9 8„S r 8" .r 8.S s 'r 8 S :r gS r .8 8ti,s r .a„$. g' j� � „S: 8"S "S f3"S, $s r. v=�-.g,Sr r' 8 S �S i 8"S g' r. 8"S r 's I s 8"$ r - - — — — — - - — — — — - - — — — - - — — - - — — - - — — — — a 1 1 1 0 1 1 Z I 1 1 1 1 1 1 Z 1 1 1 - - - - - - 1 — 1 - - 1 — 1 - - - - - - - - ' Pad:2535 N W Lot:2295 •s I .' Z x N rn INSTALL 75 LF 8" PVC INSTALL 610 LF 8" PVC r Pad:2534 20 I ® 13 Lot:2295 a m < w � m I H, 21 Z O_ 10' MIN. Lot:2295 12 Pad:2535 D r Pad:2534 Lot:2295 Pad:2531 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2530 Pad:2531 Pad:2531 Pad:2531 Pad:2531 Pad:2531 Pad:2531 Pad:2532 Pad:2532 Pad:2532 Pad:2532 Pad:2532 Pad:2532 Pad:2534 Pad:2533 Pad:2533 Pad:2533 Pad:2533 Pad:2533 Pad:2533 Pad:2533 Pad:2533 1 yr g Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 x Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:4860 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:2430 Lot:3389rn — 36 W 6Am 46 45 44 43 42 41 40 39 38 37 � r X 35 37 36 35 34 33 32 1 6 247 P "PI , PI 6"PI 5 24 23 22 6°PI 6"PI0 6"P PI"PI 6"PI 6" 6"PI 6"PI 6' 6" PI 6"PI 6"PI 6"PI 6 I 6"PI 6"PI 6 PI 6"PI 6"PI "PI 6"PI 6"PI N r J s CONNECT TO EXISTING 8" PVC ® Q - m M 1-8" COUPLING -0 — 12" PVC 12" PVC 12" PVC 12" PVC FC>L 8"S 8"s 8"s 8"s 8"s 8"S 8"s 8"s 8"S S 8s 8"s 8"s 8"$ 8"s 8"s 8"s 8"S 8"s s 8"s 8"s 8"$ 8"S 8"s 8"s 8"s 8"S 8"s 8"S 8"s 8"S 8"s 8"S 8"S 8"s4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"P W. WAVERTON DR. 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4cli - s Q5 co - N k 'Co Gt III I °n \ I / " LEGEND NOTES PROPOSED WATER LINE ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VERSION OF ISPWC AND VEOLIA SUPPLEMENTAL SPECIFICATIONS TO ISPWC AND STANDARD • PROPOSED FIRE HYDRANT DRAWINGS. OO PROPOSED BLOW—OFF THE SEAL BELOW RELATES TO THE WATER SYSTEM DESIGN ONLY. ALL OTHER UTILITIES, RIGHTS OF WAY AND RELATED SURVEY DATA ARE SHOWN FOR ►� PROPOSED GATE VALVE INFORMATIONAL PURPOSES ONLY. PROPOSED SINGLE SERVICE THE HORIZONTAL SEPARATION OF THE WATER AND NON—POTABLE MAINS SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON—POTABLE PROPOSED COMMON SERVICE MAINS TO CROSS EACH OTHER AND THE NON—POTABLE MAIN IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE NON—POTABLE MAIN SHALL BE EXISTING FIRE HYDRANT W/VALVE CONSTRUCTED WITH 150 PSI CLASS WATER PIPE FOR A DISTANCE OF 10 FEET ON E) EXISTING GATE VALVE BOTH SIDES OF THE WATER MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND NON—POTABLE LINE SHALL BE CENTERED AT THE CROSSING POINT SO THAT ALL • — EXISTING SERVICE JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. A SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE WATER MAIN TO ANY SUBSURFACE EXISTING WATER LINE DISPOSAL SYSTEM. CO-- EXISTING BLOW-OFF ALL SERVICE CONNECTIONS WILL HAVE PRESSURE BETWEEN 80-100 PSI AND WILL REQUIRE INDIVIDUAL PRV'S TO BE INSTALLED BEYOND THE METER BOX AND THAT ARE OWNED AND OPERATED BY THE PROPERTY OWNER. PLATTED UTILITY EASEMENT ALONG RIGHT—OF—WAY IS 10 FEET WIDE. FIRE FLOW REQUIRED BY FIRE DISTRICT FOR THIS PROJECT IS ---- GPM. FIRE HYDRANTS SHALL BE FULLY RESTRAINED. FIRE HYDRANT AND METER BOXES TO BE CENTERED 32 INCHES BEHIND SIDEWALK. KEYNOTES 1. NON—POTABLE WATER CROSSING VEOLIA INSPECTION DEVELOPER INFORMATION ENGINEER INFORMATION VEOLIA 1 O VEOLIA 8248 W. VICTORY ROAD Inspector: 1 Date of As—built: BOISE, IDAHO 83709 BRIGHTON DEVELOPMENT INC. POLLARD NORTH SUBDIVISION N o. 2 Contractor. 2929 W. NAVIGATOR DR., STE. 400 MERIDIAN, IDAHO 83642 KM ENGINEERING, LLP WATER PLAN - MAIN EXTENSION Foreman: PHONE: (208) 278-4000 5725 N DISCOVERY WAY CONTACT: ZACH MEYERS BOISE, IDAHO 83713 Drawn By. LCK Map No.: Ref. No.: ##### VEOLIA GIS INFORMATION zmeyers®brightoncorp.com PHONE: (208) 639-6939 0 100 200 WHOCONTACT LACHLIN KINSELLA, P.E. Scale: 1"=50' ####—# Sewer Dist.: CITY OF MERIDIAN Flushing Zone: CW WO No.: PRESSURIZED IRRIGATION BY: Ikinsella®kmengllp.com Date: 8/1/25 Town,Range,Sec.: Fire Dist.: CITY OF MERIDIAN SETTLERS IRRIGATION DISTRICT CEA: 4N, 1 E, SEC 21 SHEET: 1 OF 1 SHEET NOTES fNc OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS��NAL�`� �\cENSF SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 860 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH SETTLERS CROSSINGS. J, 8/5/25 0 IRRIGATION DISTRICT. D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS �9TF 0f THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE. yz C K\N� IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. E. ALL ROAD—CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING SD-403. G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR APPROVED EQUAL. H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER w THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS Q WITH PROJECT ENGINEER DURING CONSTRUCTION. I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER cn NOTE 2 SHEET C1.1 FOR ADDITIONAL z INFORMATION. 0 N 5; 2 Lu © UTILITY MAIN/SERVICE CROSSING ~ MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.1. 3. INSTALL 2" SERVICE. 4. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. z 0 60 120 180 Plan Scale: 1" = 60' I I � I N CONNECT TO EXISTING z 1-6" 90' ELBOW 1-6" GATE VALVE N: 729643.85, E: 2436021.88 N: 729657.66, E: 2434605.76 I — — — — — — 70 LF 6" PVC J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - 1-6"X6"X4" TEE 1-6" GATE VALVE 2 65 LF 6" PVC 605 LF 6" PVC N: 729651.87, E: 2435211LVE N: 729651.21, E: 2435280.23 740 LF 6" PVC p T TOP TOP P TOP TO _-- TOP3---�' ---_' T Ta �TOP TO P 7O z 6 PI T ` W I 4 2 BLOCK 6 60 LF 4" PVC i j 1 2 2 BLOCK 3 2 W W z G . W 1 O O O O O O O O 10 11 12 3 � 7r1o17 16 15 14 13 12 11W9 W O8 O7 O6 O5 O4 O Lu G 1-6" GATE VALVE 1-4" GATE VALVE _ 3 1-6" 11.25' ELBOW N: 729590.03, E: 2435211.14 ` �' CONNECT TO EXISTING > Q O I N: 729593.74, E: 2434605.14L • J1—4" GATE VALVE I :, .. ,. ., . . —,—• — — — — ,. — 60 LF 4" PVC— — — — — �- — — — — — — � — — — � — — N, 2436030.62. 1-6"x6 x4 TEE : . 2 � '' • ' 952 _ z N: 72 3.75, E• 55 LF 6" PVC s' 1-6" GATE VALVE s"w s"w s"w $"w "s"w—4" TEE$"w s"w — 1-4$„GATE VALVE 1-4" GATE VALVE s°w a"w m C 1 1-6" 1 1.25' ELBOW s'S s'S e's s's s's s"s s"s 5 2-4 GATE VALE s 1 a s N 729 ATE VALVE E 2435286.56 a W. FLAT ROCK ST.—s"s N: 729526.72, E: 2435748.97 a N: 729526.49, E: 2435772.97 a"s a"s a"s N N: 729537.72, E: 2434599.27 W. FLAT ROCK ST. 460 LF 4 PVC 1 260 LF 4" PVC N. 729531.87, E. 2435210.58 2 — — � — I— — — -m - - - - - r — --4-PI - - y WA IL 80 LF 6" PVC 610 LF 4" PVC i ' W 3 W 2 5 1. W 2 W W W 3 2 W IW ar I 17 W W 3 W W 16 W 1 1 W W W W1 75 LF 4" PVC W BLOCK 4 W W I 125 LF 4" PVC W W W W I Q G Q I � � O2 O3 O4 O5 O6 O7 O8 O9 10 11 W �• 12W W W W 13 14 15 16 17 18 19 20 21 22 W • �39W I 40 41 42 43 W . W 44 W W 45 46 47 48 49 W 50 ,�:r, _ W—W � "• �, W �, W � I Z 2 1-6" GATE VALVE W W N: 729459.32, E: 2434598.54 I W W 23 W I W W W W W W W W a 18 W W IW W .W .W 15 N Q — — — y—W1 W W - - - — - - — I— — — - - — — - -W � W — — — — — — - - WI I W W W � �•W. I� � — z 25 LF 6" PVC W W I 19 2 i W W 2 14 J $.. 8.. ! d Vw "w, g. a11w A"W 8 $ 9 8S ' WW8 JWS•I I ' W " QW 8"Wf"'ft f \Qa W W 20 W W yW •WW W I WW®� W WW•Y WW WW 1 WW3 WY WW • O W"All PRI "S"A" PRIVATE 'n JLLEY LE 2 ^ "S $"S Q - — — — — — N—�i t _6' GATE VALVE N: 729432.13, E: 2434598.28 BLOCK 5 I W W W W W W " °° W W W W W O O O O O O O O O O W 3 4W7 46 452 44 43 42 41 40 39 38 37 WW.W '•6 3 W WW O O O O O O O O O 2W 5 I 2 3730 OO O36 O35 O34 O33 O32 O31 W 2X 30 W W O29 O28 O27 O26 O25 O24 O23 O22 '�JJ••• 21 W WW W I WW W WW W WW W WW 12 • II� W W W 3 2 5 W W W 3 W W Y W O N cV BL UB W LUE SNB N I W W M GR B W •Y W W •Y W W W W W W W W W W W W W a W $P frP V ETPF 0 65 LF 6" PVC W W W au — -- — -- — — -- — — -- — — -- --W�W'rTW - --- ---- - - z 90 LL CONNECT TO EXISTING 6" GATE VALVE 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"w 12"w — w 12"W 12"W a 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 'W Z 1-6" 45' ELBOW f s a's 8N: 729367.05, E: 2434597.66 $"s a"s $"s s $"s $"s $"s $"s $"s $"s $"s a"S s a"s - s"s s"s s"s s"s s"s s"s s"s s"s s"s s"s s"s s"s $"s 5 V W. WAVERTON DR. — 4 PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4 PS 4 4"PS 4"PS -r r� •r r� 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"P N 3 s r — IN ir C Z • • • �/ v� N - - - - - - - - - - - - - -cn LJ� m pp _ — — — — — — — — BLUE 57UB 1 1 1 1 1 1 1 1 — vi RIA1:1.73� — U1 ( ) �i I �fl \ I I � Y z z O 3 u L� o Z O 0 a ENGINEERING L.L N 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O 9- PHONE(208)639-6939 z kmengllp.com DESIGN BY: LCK DRAWN BY: JAD o CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > Lu V J 7 T a N Ll SHEET NOTES CITY OF MERIDIAN STREET LIGHT NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH ASS\ONAL fNc� CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION \CENSF 'y 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL CONFLICTS EXIST. ELECTRIC CODE. 860 B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 8�5�25 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE s> o Q ONLINE CITIZEN PORTAL AT htt s: citizen or TO OPEN A PERMIT CITY OF MERIDIAN. 9 v p // Porta1.meridiancit y 9/CitizenAccess/AND REQUEST INSPECTIONS. C. SERVICE - ALL STREET LIGHTS SHALL HAVE 9, NSA F Of \� � 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE C• Y, AND FOR THE POLE AND ASSOCIATED WIRING. VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE 2' MIN. FROM WATER METERS. LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL UTILITY AND PAVEMENT CROSSINGS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD D. METERING - CONTRACTOR SHALL COORDINATE METER COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS WHERE A METERED SYSTEM IS REQUIRED, NEW REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH LEGEND END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY a HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, WHEN THE ADJACENT PROPERTY IS DEVELOPED. DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT (30' AT MID-BLOCK CROSSINGS PER KEYNOTES KEYNOTE 1) SQUARE STEEL WITH BRONZE POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE EATON-USSL-001-D-U-T3-SA-7030-BZ-1OMSP-4N7-FAWS 1. TYPE 2 STREET LIGHT POLES AT MID-BLOCK CROSSINGS (50W) LED FIXTURES, OR APPROVED EQUIVALENT. LUMINAIRES SHALL MEET THE APPROVED FIXTURE LIST SHALL HAVE 30' NOMINAL MOUNTING HEIGHT PER ACHD (SEE APPROVED LED FIXTURE LIST FOR STREET LIGHTING) OR BE PRE-APPROVED IN WRITING BY THE REQUIREMENTS. CITY'S TRANSPORTATION AND UTILITY COORDINATOR. N Z • EXISTING TYPE 1 STREET LIGHT O N Lu EXISTING TYPE 2 STREET LIGHT w 0 50 100 150 Plan Scale: 1" = 50' 0 z I I FA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E� — — � EP EP EP EP EP EP EP EP EP EP EP EP EP EP E EP EP EP EP EP EP EP EP P EP EP EP EP EP EP EP EP E� �� — �P— — — — — — — —E� — — �r E�� EP EP EP P EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP P EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP Tn� T OP TOP TO T TOP T TO TOP TOP TOP TOP TO T P — TO T 6 PI 6 I 6 PI 6 6 PI 6 RI PI 6 PI 671 6 P fj 6 PI 6 PI 6 PI 6 PI� Go 6 PI I — I W 6 PI T 6 PI 6 Pli PI 6 PI 6 PI 6 PI 6 IPI 6 PI 6 PI 6 PI 6 li 6 PI T 6 PI 6 Pl— BLOCK 6 I I� BLOCK 3 I N 1 O2 O3 O4 O5 TO7 O8 O9 10 11 i 12 17 16 15 14 13 12 11 10 9 W O8 O7 O6 O5 O4 I Go cn n n n cn n n n ' ® n cn z I N W 8„W t 8„W 8„W 8'W "W 8„W 8"W 8"1^` 8' 8„W 8»W : B.,W 8„W 8„W 8»W 8„W o„W i w 8„W »W 8"W 8"W 8"W 1 »W 8"W 8„ 8»W 8„W 8„W ; 8„W 8 W 8"w »W _ �- eS8"W1 _s 8"S 8"S 8"S 8"S 8" 8"S 8" . 8' 8"S 8" 8"S s 8"S 8"S 8"S 8"S 8"S`n 8"S "S 8"S 8" 8"S 8"S ma's 8"S 8" 8"S 8"S -sQ " 8"S 8"S 8"S -B"S 8"S 8"S8"S "S z 3 W. FLAT ROCK ST. W. FLAT ROCK ST. 3 IN z r — 4 M —4"Pf —4 — 4"Pr 4»Pr — ,� — — �^ — p — _� _ — — — — — — — — — — — — �"PI — �"PI — 4"PI — 4"PI — 4"PI — —IR — —4 4 W — — w — — — I a fL I �, I .� �. � 39 W W � �. W �. W .� �, m I W � W� s W I 3 s Q'® 17 y W W W W 16 ®--� — 2 BLOCK 5 I BLOCK 4 y I 00 >/ I M W N 1 O2 O3 O4 5O O6 O7 O8 9O 10 11 IV / 12 W W 13 14 15 16 17 18 19 20 21 22 W W i 40 41 42 43 W W 44W W 45 46 47 48 49 W 50y I W W W M 1 00 Q I I� I IVy m-® 18 y 15 Co O I I 23 0 w _ zl I� I — � — � — � —� —� W W W Wly W W W —� — � — � — � —� —� I �- I — �— — 7- - - -� — — �— W W W �, m „W „W "W 8" 8"W "W 8"W 8"W 8' 8"W���W 8 8"W "W 8 8»W W 8» 8 W 8"W 8" 8"W B,rW 8„ „W 8 84W 8"W v v v — — — — — — — — I„I„I II s 8" 8"s 8" 8"s A"� s"24 5 s"s s's 8"s 8" s's s s ° s"s s srs 8"S "s s"s s"s S 38 s„s „s° s"s s„ ° ° s„s S IV — — — — — — — t — — t — W W x — — — ALLEY "A" (PRIVATE) — — — — — — — — w— w � � — — — — — — — — — � — — — — — ALLEY..A.. (PRIVATE) — — — — — a I I a I I / I I IA - - - - - - - - z V_ � Q � � W WSW W `�� 20 4W4WI*®� � � � 13 J I� W C36 _ O47 46 45 44 43 42 41 40 39 38 37 35 34 33 32 31 30 29 28 27 26 25 n037 36 35 34 33 32 31 W W30 29 28 27 26 25 24 23 22 LJJ _ ly IyW WLu 21 12 J N 00 ®1 m °� • • i • • • • • • • • • • • • • ffi • -0 • • • • • • • • • • • • • • • • • VLN• • • • • 12"W 12 W 12"W 12"W 12"W 12"W 12"W 12"W ; ' 12"W 12"W 12"W 12"W 12"W 12"W ; = 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12" 12"W 12"W 12"W LL s s"s 8"s 8"s 8"s 8"s 8"s 8"s 8"s 8"s s 8"s 8'rS \N;WAV o S DR. 8"S 8"S 8"s 8"s 8"s s 8"s 8"S 8"s 8"s 8"s 8"s 8"s 8"S s 8"s 8"s 8"s 8"S 8"S 8"s 8"S 8"S s 3 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4'" 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"P 4" S 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 4"R$ _ z cli V N N r t r a t s• 1 t r• e r s . L f • s I 1 • O '00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11111111111 - - — m I — — — — — — — — — — —L — — — — — — — — — — — — — — — T T t T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I U _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LL Z) a O z U N — I O N z L CO O z U z DC O 0 ENGINEERING L.L z 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O PHONE(208)639-6939 7 kmengllp.com L DESIGN BY: LCK DRAWN BY: JAD 0 CHECKED BY: LCK Q V F DATE: AUGUST 2025 z o PROJECT: 24-296 �c SHEET NO. c > LuV J p a N 2