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CC - Construction Drawings IS\ONAL fN �o�c�' E N SF cry 2 860 J, 5/10/22 0 N CONSTRUCTION PLANS MERIDIAN , IDAHO Digitally signed by E.LAKE HAZEL RD. 0 40 80 160 240 Lachlin C Kinsella, P.E. MERIDIAN, ® ® ® PROJECT Date: 2022.05.10 Plan Scale IDAHO 08:51:16-06'00' 0 LOCATION MAP Lu °C D 121110 o I o VERTEX " SUBDIVISION No. 1 21 VICINITY MAP N 43 z NO SCALE 46 °F O E. OPTIMUM ST. 42 O N BLOCK 1 c� w 41 44 oc -A I 39 47 C' 37 38 AFFLECK DISCOVERY PARK o� R7317670020 CITY40 MERIDIAN ! O 36 I INDEX OF DRAWINGS S1405212410 I 48 e�° 1 E TENZ�NG DR o� SHEET NO. SHEET TITLE SHEET DESCRIPTION 9 a z O O8 49 ` C1 .0 COVER SHEET O o, C1 .1 NOTES, ACRONYMS, LEGEND 6 11211 C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 ROADWAY IMPROVEMENT PLANS E. CAVERN DR. PLAN AND PROFILE C2.1 ROADWAY IMPROVEMENT PLANS E. CAVERN DR. PLAN AND PROFILE f -A r I C2.2 ROADWAY IMPROVEMENT PLANS S. UTMOST WAY PLAN AND PROFILE I �' S BLOCK 4 17 � 51 `� y C2.3 ROADWAY IMPROVEMENT PLANS E. TENZING DR. BLOCK 3 52 `� 00 A C2.4 ROADWAY IMPROVEMENT PLANS S. VERTEX WAY PLAN AND PROFILE C2.5 ROADWAY IMPROVEMENT PLANS S. TOPPER PL. PLAN AND PROFILE C2.6 ROADWAY IMPROVEMENT PLANS S. RECREATION AVE. PATHWAY PLAN STREET SECTIONS CV i 13 01. I C2.7 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE O Ala O P 0 } �' ` `�' C3.0 GRADING IMPROVEMENT PLAN z Q � 25 z = ,_AM I o 20 15 C4.0 STORM WATER IMPROVEMENT PLANS Q W 0 0 -A14 O I C4.1 STORM WATER IMPROVEMENT PLANS DETAILS (J) — w I $ (n N 24 G C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE — Z C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE m LJJ , 0 0 > g 11 C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE (/) O � xW * 23 10 � I C5.3 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE ALIGNMENT "C" PLAN AND PROFILE LJJ �R. 9 BLOCK 6 A C6.0 WATER IMPROVEMENT PLAN LJ a 10 CPv BLOCK 5 O8 3 a TOE LJJ o O IIII C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS 0 > 41 7 O cwa�I I C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS I Q w � � x w � O \\ C9.0 STREET LIGHT IMPROVEMENT PLANS X L1 .0 LANDSCAPE COVER L2.0 LANDSCAPE PLANS O Z 0 a I x L3.0 LANDSCAPE PLANS * MAMIE INVESTMENTS CO LLC S1405131304 A_ L4.0 FENCE EXHIBIT 0 g I o r,�17 W G7b \�o a #2 o #3 ° (J� LEGAL DESCRIPTION z MERIDIAN ACCELA(CITIZEN O N A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 2 OF SECTION 5, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., CITY OF ACCESS PORTAL)RECORD ID/ Admk PERMIT NUMBER: U MERIDIAN, ADA COUNTY, IDAHO, 2022. LD-RSUB-2022-#### g 0 I Y DATU M zC>WEpSIDLW*0--HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 NAD83 STATE PLANE FDA My ENGINEERING L.L ( ) Pubk 5725 NORTH DISCOVERY WAY ZONE 1 103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL %*rk*DepWbnWd BOISE,IDAHO 83713 O o D I G LI N E DATUM OF 1988 (NAVD88). Dedpn&Oou cdan Supp l8pea uftne PHONE(208)639-6939 z kmengllp.com ° THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ■ ■ ■ CONTRAC#TOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BENCHMARK , DESIGN BY: LCK z CONTACT INFORMATION ANY AND A$L01PHONE MAGES TO EXISTING UNDERGROUND OUTIILITIES CONTRACTOR IS FULLY RESPONSIBLE FOR POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION ■` DRAWN BY: LCK OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT 1 ■ ■ CHECKED BY: LCK Q Z Q 685598.239 2462067.011 2755.834 5/8" REBAR ° BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP ACHD COMPLIANCE DATE: MAY2021 z 2 Q 683807.657 2461778.986 2750.599 5/8" REBAR U 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY PROJECT: 22-016 — MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD o POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO 3 QO 683811.425 2463019.302 2757.461 5/8" REBAR ■ SHEET NO. _ CONTACT: ZACH MEYERS PHONE: (208) 639-6939 LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN ■ a PHONE: (208) 378-4000 FAX: (208) 639-6930 4 X 685685.030 2461713.990 2757.148 CHISELED X J FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: ■ C'I .0 w 1 o EMAIL: zmeyers®brightoncorp.com EMAIL: Ikinsella®kmengllp.com **CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.** ■ • NONE a CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS NAL fN c, STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING �p� �\CENSf 'y RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). (CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER 4 COMMERCIAL PROJECTS WITH PUBLIC MAINS STANDARDS D THE ACHD SPWC SUWILPPLEMENTAL BE SPECIFICATIONS. SS SPECIFICALLY OEXP APPROVED DISTRICT WRITING POLICY, BY THE E - EASTING PC - POINT OF CURVATURE 860 GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER s 5/10/22 0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR Q 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq FLG - FLANGE R - STATION OFFSET RIGHT C� F Of CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN N C• K THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB 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 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BOUNDARY LINE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING # PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS PHONE 800 TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES.342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. - - OFFSITE BOUNDARY LINE cn 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE z WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE - - - - - - SETBACKS O FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT NO "TOLERANCES" ALLOWED. cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE j 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 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM VERTEX SUBDIVISION NO. 2 FINAL ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT PLAT. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 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 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A Op FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT. 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 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "I THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE DRINKING WATER SYSTEMS (IDAPA 58.01.08)' AS WELL AS THE STANDARDS AND SPECIFICATIONS RULES FOR PUBLIC REFERRED TO IN AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTES N0. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 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 0 CALCULATED POINT REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 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 DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 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 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO TRAVEL LANE. S SEWER LINE THE REQUIREMENTS OF THE 404 PERMIT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 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 (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE BEFORE CONSTRUCTION BEGINS. SD STORMDRAIN LINE ROUGH GRADING PLAN. PI 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY SEWER MANHOLE FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL wv AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING DEVICES" FOR STREETS AND HIGHWAYS. WATER VALVE PUBLIC WORKS INSPECTOR CONSTRUCTION. 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 METER SEWER APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ITEMS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 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 FIRE HYDRANT 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. ) W SINGLE WATER SERVICE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER GRADING NOTES THE EDGE OF THE TRAVEL WAY. W DOUBLE WATER SERVICE Q MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. � DRAINAGE ARROWS N THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC z DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION ACTIVITY WITH THE EPA. 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE uj 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. z VD SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS W WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE z = J CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO s s s SANITARY SEWER LINE ANY CONSTRUCTION OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING UNTIL TEMPORARY AND . . (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). / w w WATER LINE 0 0 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO C EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. c CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF G G G GAS LINE > ROADWAY PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER SITE. z GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE OP OP OVERHEAD POWER LINE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY IRRIGATION NOTES 0 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO GI Gl GRAVITY IRRIGATION LINE m Q VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. SEWER MANHOLE N Q PIPE ZONE. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF 2. IRRIGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLANS. wv WATER VALVE X W PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS m 5 PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES L u WATER METER ` N 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 ® ui 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS HE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE SUBGRADE, AL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT uj O CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE � W 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE Cob POWER POLE THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DEMOLITION NOTES FROM DEQ PRIOR TO ANY DEWATERING. [I] POWER BOX 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE DRAINAGE EP EP EDGE OF PAVEMENT 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. CONSTRUCTION. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". EG EG EDGE OF GRAVEL FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY TI TION OF PIPE BEDDING SHALL THE LOWER ZONES AND o AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. CON WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CON IN THE UPPER ZONES ASTM D698 . BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS x m REMOVAL FROM THE SITE. BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC N 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. DURING DEMOLITION AND REMOVAL OPERATIONS. Z 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 - EXISTING GRADE CONTOUR a MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE z E 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 0 2 FINAL ACCEPTANCE. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR U 9 REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. Z REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL 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 o PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. a 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 o CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. z a 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. 0 APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. N vr , O UTILITY NOTES 12 CONTRACTOT O SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO z 0 Y 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE L.L Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G 3 A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). BOISE,IDAHO 83713 0 o PHONE(208)639-6939 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN z w SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com z COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. i DESIGN BY: LCK 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE N ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK 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 o FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC 0 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: MAY 2021 Z OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 22 016 o GROUNDWATER THE DRAINFIELDLEVEL AREA.ATHE DIRECTED FIEMD SOILS HALL BE GEOTECHNICAL DISPOSEDENGINEER OF OFF SITE OR SITE MIXEDINSPECTION SHEET NO. 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 9 O a s � � w \ \ �� N I, I I I SHEET NOTES I' II \11 N aw 5 �\ \ \ \ A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. SS\ANAL fN�� ' I 471 4 PI 4 1 � \\ \ II _ a a' \ `� \ \ 0 60 120 180 B. OVER—EXCAVATION IS ANTICIPATED IN AREAS WHERE I U) 0 — — — "w EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED Plan Scale: 1" = 60' IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE ME CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS 5110122 OF THE GEOTECHNICAL ENGINEER FOR DITCH a 5 a"s a"s 5 — \ �\ EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL I I a \ I 1 BE INSPECTED BY A TESTING COMPANY OR THE ' \ \\ GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE II I w 00 — _ _ _ — — — \ \ \\\ AND/ OR BACKFILL OF THE DITCH. 4 DISCOVERY PARK I I I 3 \ \\ \ \\ CITY OF MERIDIAN II N a I I \\\\� \\\ \ KEYNOTES S1405212410 °°I \\ I a VERTEX _00 � N\ -� cS�'' \ \\ 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND SUBDIVISION No. 1 J �\\(3\ °' PAVEMENT PATCH PER ISPWC SD-303 AND ACHD I� I 00 I ) o\ M \ \\bpi REQUIREMENTS. N 471 — — 4 PI 4',PI 2. RETAIN AND PROTECT WATER MAIN. CONNECT TO 100 I — L — — — — — I / e 4 \ \\ \\\ EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. 00 � � ' Q 4"P / / \ \ 9 \ \\\�, 3. RETAIN AND PROTECT SEWER MAIN. CONNECT TO 12"sD I a 4 X EXISTING SYSTEM PER SEWER IMPROVEMENT PLANS. E. OPTIMUM ST. \\\ \\ J I 4 p� 4 1 \\ \\ \ \\ 4. RETAIN AND PROTECT PRESSURE IRRIGATION 4 PI _ 1�1\ \\\ \ \\\ IMPROVEMENTS. CONNECT TO EXISTING SYSTEM PER a"s s s 88"S I I 4 I \\ \ PRESSURE IRRIGATION IMPROVEMENT PLANS. 4 \\\ \ 5. RELOCATE OR REMOVE AND SALVAGE SIDEWALK TERMINUS SIGNS TOOWNERS. AND �I 00 5 \ o 6. REMOVE GRAVITY IRRIGATION CONCRETE DITCH. I \ \\ \ \ 7. REMOVE GRAVITY IRRIGATION OPEN DITCH. SEE SHEET N 4 5 I \ \\\\ \\ NOTE B FOR ADDITIONAL INFORMATION. z l I 5 3 \ \ \ `�\�\\ \ \\\ 8. IRRIGATION PIPE AND HEADGATE TO BE REMOVED. I00 5 \\\ \ \ \ DEVELOPER/CONTRACTOR SHALL COORDINATE REMOVAL �u \\ \\\ WITH BOISE PROJECT BOARD OF CONTROL. 7 / I I \ \�\ \ - \ o\k\ \ \\ \\\\\ 9. RETAIN AND PROTECT EXISTING FARR LATERAL BANK AND MAINTENANCE ROAD. \ 10. RETAIN AND PROTECT EXISTING WILLIAMS PIPELINE. CONTRACTOR TO COORDINATE WITH WILLIAMS PIPELINE \\ \\ \ \\ \ PRIOR TO AND DURING CONSTRUCTION. f * I 9 \ \\\ AFFLECK I LEGEND ° J \ \ - R7317670020 z Ir7` \\\\ / / / / / / DITCH REMOVAL 00 III -jt°/ 0 / iLu 9LU / / \ Lu LEI O w I \ / / —275 N I I Q 7 TOP 24" PIPE EL: 2744.8t / ° 4� \ u z / / 7 N I I O TOP 22" PIPE EL: 2747.3f / �oE \ /6 �N/ 6+ \ \\ Q REFER TO THE WILLIAMS W ¢ PIPELINE — WATER MAIN CROSSING Z , j I PLANS FOR ADDITIONAL INFORMATION. o (SEPARATE PROJECT) x z om \ \ I 0 U - - - - - 5 / / o ��S 7 / x \ 2756 \\ \\ \ 15-7 N X a \ 1 x \ 10 8 z Z S� \\ 9 \ 6 —2753- 6\ o A 0 \ U 00 \\ �P MAMIE INVESTMENTS CO L �LC a \ \ x ¢ C \ S1405131304 \ \ 7 \\ \� \ \ E N G I N E E R I N G ILL br� \ F� � X� 5725 NORTH DISCOVERY WAY • `L a \ BOISE,IDAHO 83713 ¢ \ c \ c \f0 PHONE(208)639-6939 O \ \ I \ c \ Fa ° F0= kmengllp.com z \C 01 DESIGN BY: LCK \ ,sj TO \\ 41b DRAWN BY: LCK g TOE TOP 24" PIPE EL: 2744.1 f FO CHECKED BY: LCK Q z PROJECT: 22-016 j I ,S� \ TOP 22" PIPE EL: 2747.4f DATE: MAY 2021 — Z I 2's� _ SHEET NO. 0 v 0 i a SHEET LEGEND ASS\pN A L fNc i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION � \CENSfO �Y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 J, 5110122 p OF 470, 2 '.85'L TOP 24" PIPE EL: 2744.8f , GRADE BREAK y � C.+ ---- --- - -- SAWCUT LINE 54.41 TOC+39.02, 26.391E I SEE ROADWAY PLAN 53.8 LIP �' / 53.88 FL 10 Q BLOCK 4 - SHEET C2.5 7 / +39.02, 17.351ESEE ROADWAY PLAN 53.80 54.62 GB SHEET C2.2 23 21 J - CIVIL ACRONYMS FL \ +61.76, 16.501E 53.74 PT OS O SEE DETAIL SHEET C2.6\ 50.59 LIP/GB 51.01 TOC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS TOP 22 PIPE EL: 2747.3t/ 54.81 HP +44.22, 16.501E Lu FOLLOWS: 53.76 CL/LIP 0 +82.76, 16.501E +73.99, 23.451E a Q � � � � a � +22.46, 24.501E +20.00, 0.00'R 5 \ 54.79 PC 50.72 TOC O 50.92 FL STA. - ROADWAY STATION FROM CENTERLINE a�6\ \ +88.18, 16.501E I I +63.09, 24.50'L N +22.46, 16.821E CL - ROADWAY CENTERLINE o �00 �. I 51.87 TOC ° 51.65 TOC 50.38 FL 51.31 PT PC - POINT OF CURVATURE / 54.51 POC GB +63.09, 16.811E +29.28, 16.501E - PT - POINT OF TANGENCY / +16.37, 22.801E +77.13, 22.801E < � QS ! $ \ \ +09.46, 16.501E ELE. - ELEVATION 4y 52.07 PC/GB R 51.67 FL A�r 51.38 FL 51.46 51.03 50.56 PC/GB - R ° L - STATION OFFSET LEFT 53.73 FL .. +09.69, 16.501E +16.37, 16.771E +77.13, 16.771E +50.00, 16.501E 22 +50.00, 16.501E +56.25, 16.50'L >$g 54.01 4 _ - - - - - - - - - - - - - - - - - - R - STATION OFFSET RIGHT +39.02, 17.35'R - - - - - - - - - - - - - - - - - - - - 6 p = TBC - TOP BACK OF CURB / 54.14 TOC FL 52 39- ° - °"° 51.75 PT ° '° 4 ° - a - 4 w N - RIM - RIM OF STRUCTURE \ +04.69, 16.501E R 0 0 / +39.02, 26.39'R M.° 20 �`L ° +83.81, 16.50'L _ f 1 LIP - LIP OF GUTTER 53.38 LIP 90q\ 1 6 S, �� ti� Z \J = MA _ MATCH EXISTING +22.00, 27.8 LIP 11 \ ° 9�% °" "" ° g% �' is 1 ° SW SIDEWALK �00 \ 0 3 \. pd D4 1 379 6 0 6 \1 O�, p4 S9 2 o J EP - EDGE OF PAVEMENT v� -� f o y - y o - t o - 2 y - - - - o o w _ TOC - TOPWOF CONCRETE z N 2.23% 12+00 0.43% 0 13+00 N E. CAVERN DR. 14+00 0.43% 15+00 1.00% 16+00 LINE .co I ° / o ° - + O �1.05% c�i w HP - HIGH POINT O � b� 52.15 CL GB b� b\ N o 0 2 51.01 CL GB 54.50 CL GB - o +09.69, 0.00 52.01 CL/INT o 0 U = CR - CURB RETURN LL / p= +61.76, 00'% \ 54.81 HP \ \ N 3 6 +40.27, 0.30'R 6 t c.� 6 +92.79, 0.00' 6 N POC _ POINT ON CURVE ~ L - INT INTERSECTION 54.F8 +82.76, 16. PC �4 Q = PRC - POINT OF REVERSE CURVE O / - ° - - - +88.18, 16.50'R ] is"so is so -is" 54.41 c6 -_ \ �. . ^ 4 SHEET NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ln L 11 CL 50.65 CL/GB 0) 51. 54.31FL 53.61 CL/PT 51.77 FL 51.51 FL 51.54 C I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD - / \ 54.67 CL/PC \ +44.22, 0.00' +16.37, 15.67'R +77.13, 15.67'R +50.00, 0.00' m 0 +50.00, 0.00' +56.28, 0.00' 50.36 FL - - - - - - - - - NOTES. \ 51.46 1 1 51.03 50.56 GB +63.09, 15.67'R 50.97 FL +88.18, 0.00' 53.74 PT 52.16 TOC 51.90 TOC O o +56.28, 16.50'R 50.75 TOC B. SEE SHEET C2.6 FOR TYPICAL ROADWAY STREET \54.38 CL/POC/GB +44.22, 16.50'R \\ +16.37, 24.50'R +77.13, 24.50'R +50.00, 16.50'R +50.00, 16.50'R +22.46, 15.67'R SECTIONS. +09.46, 0.00' 52.07 GB +63.09, 24.50'R 51.36 TOC -// 54.51 POC/GB \ \\ A +09.69, 16.50'R � o B +22.46, 24.50'R C. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. 0 / +09.46, 16.50'R c 52.39 / \ \ +95.39, 16.50'R D. SEE SHEET C3.0 FOR LOT GRADING. z SEE DETAIL SHEET C2.6 52.71 E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. +90.39, 16.50'R F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. MOUSTSBEDIVISION BONDEDSIGN WITH INSTALLERS;ACHDAND OBTAIN A INSTALLERS NO-CHARGE RIGHT-OF-WAY PERMIT. E . CAVERN D R. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® N Q w 2766 2766 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O a_ SUPPLEMENTAL STANDARD DRAWING SD-701. LL 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Z O Z SUPPLEMENTAL STANDARD DRAWING SD-702. z = W 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O Q z 2763 2763 GUTTER TO 3" ROLLED CURB AND GUTTER. � _ W Q 0 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER > > Z HIGH PT STA: 10+82.76 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. _ z O04 Q HIGH PT ELEV: 2754.68 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC _ o+ PVI S A:10+85.61 m Q PVI E EV:2754.91 0) N STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES DC 2760 11 L C12. 70 0 0 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES 0 2760 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE NL11- co O N - (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) N - Z Y � r-� °N° AND SHALL BE COLORED 'TRAFFIC YELLOW'. X 5W p[ m N +N + <1 Lu a N + 6. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD ` Q a II o L SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED U w w N U)N 1 DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2757 < U> w N O II o 2757 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE \ 0 W w CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT / Q m ``' m II N II c~n o LO ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. O w w N N 7. MAINTAIN 5.5' MINIMUM VERTICAL SEPARATION BETWEEN Of � z_ w II TOP OF EXISTING WILLIAMS PIPELINE AND ROADWAY A 11LX FINISHED GROUND. REFER TO "WILLIAMS DEVELOPERS' o HANDBOOK", LATEST EDITION. CONTRACTOR TO a 2754 �`'% Q w 2754 COORDINATE WITH WILLIAMS PIPELINE PRIOR TO AND X _2.23q � w DURING CONSTRUCTION. N FINISHED GROUND \ -0.43 ° _ - - - - - - - - - z E 2751 \ z -0.43% - - - - - - - - - - - - - T 20% . 2751 - - - - - - - - _ 9 L �� Z w :2 EXISTING GROUND U �? D o 2748 2748 0 O I /1 a z N N O C)N O Q U 2745 2745 p[ z O Z a N STORM DRAIN SYSTEM E N G I N E E R I N G L.L 5725 NORTH DISCOVERY WAY 3 EXISTING GROUND CENTERLINE o BOISE,IDAHO 83713 O Q FINISH GROUND CENTERLINE PHONE(208)639-6939 Z a 2742 a 2742 kmengllp.com DESIGN BY: LCK o Cn NNz ri ri o 0 0 0 O 0 0 O 00 n o0 O00 r- r r r r- (0 (0N O O 0) 00 cD c00 0N O 0 � I� DRAWN BY: LCK LO LO LO U)� � 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 CHECKED BY: LCK a 0 DATE: MAY 2021 Z PROJECT: 22-016 c Z 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 0 SHEET NO. c s J v o i a SHEET LEGEND ASS\pN A L fNc i ELE. & DESCRIPTION FINISHED GRADE ELEVATION � \CENSfO �Y STA., OFFSET SIDE 88 m 11� FINISHED GRADE SLOPE 6 5110122 p m I I I �qTF \ IV�Q� v / I T o GRADE BREAK Of Cv SEE ROADWAY PLAN mo m m ti��N C. SHEET C2.4 m m ---- --- - -- SAWCUT LINE Lu X o m v � i BLOCK 1 m -0 > v < m 15 BLOCK 4 I �; I I 52 o � " m CIVIL ACRONYMS 55.10 LIP/GB I I SEE DETAIL SHEET C2.6-1 m Q cmi 13 +05.16, 23.621E I I 55.67 TOC � ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS SEE DETAIL SHEET C2.6 O 55.14 TOC I +54.21, 24.501E I v Q o m FOLLOWS: B +95.38, 24.501E I a o f 55.49 FL A 58.66 GB LL m 54.82 FL +54.21, 16.821E +47.77, 16.501E o m m STA. - ROADWAY STATION FROM CENTERLINE +95.38, 17.291E I o I 55.89 PT/GB 58.96 GB "' CL - ROADWAY CENTERLINE o 52.06 53.11 GB 54.92 PC/GB +61.04, 16.501E +54.23, 16.501E mo I PT - POINT OF TANGENCPC - POINT OF Y +00.00, 16.501E +00.00, 16.501E +87.33, 16.501E 56.17 59.85� i ELE. - ELEVATION +66.04, 16.501E 6 +81.23, 16.50'L m L - STATION OFFSET LEFT O - - - - - - - - - - - - - - - - - 14 - - - - - - - - - - - - - - - - - - - - - ° - - - - - - - - - - - - - - ° o - -m R - STATION OFFSET RIGHT ° a ° a a a 4 a ° 4 ° m I I I TBC - TOP BACK OF CURB w N R2 p b�° ° m RIM - RIM OF STRUCTURE zr M Fz2 55' FARR LATERAL _ LIP OF GUTTER V N v EASEMENT m MA - MATCH EXISTING SW - SIDEWALK J p 2 5 1 g1% ° pQ g2g 3 E. CAVERN DR. 0 1 4.61% 7 21 0 m EP - EDGE OF PAVEMENT cn w - 17+00 1.05% E. CAVERN DR. 18+00 2•07% 19+00 g 5 20+00 C, m I I FL - FLOW LINE z 2 W - - - _ �t -I 1.30% I- - - I 59.72 CL o " TOC - TOP OF CONCRETE O 55.97 CL/GB o HP - HIGH POINT N U 2 s 5 ° 55.50 CL/INT CR - CURB RETURN w o �1 3 +61.04, 0.00' 0 1 I +81.23, 0.00' o 0 m 1T 0 ni 1•g8, 50f +24.54, 0.00' N �I II o m POC - POINT ON CURVE L ~ �° m I '� I INT - INTERSECTION Q w 18"So 18"SD 1 "So 18"SD �. �2� I R2�' ' 6 +811.23, 16.50'R o o PRC - POINT OF REVERSE CURVE W2 - - - - - - - - - ® - - - - - - 4 - - - - - - - N _ - - N - - - - -4 - - - � - - o m SHEET NOTES 52.14 CL I 53.20 CL GB 55.02 CL GB m / m 0 / o - 5 56.17 C: m A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD - - _+00.00, 0.00'- - - - - - - - - - - -00.00, 0.00' m +88.74, 0.00' o ° +66.04, 16.50'R_�_o m I NOTES. 52.06 I I I 55.89 PT/GB - c� 58.83 CL/GB 53.11 GB O O 54.96 PC/GB I +61.04, 16.50'R n r +54.23, 0.00' v, +00.00, 16.50'R r 1 B. SEE SHEET C2.6 FOR TYPICAL ROADWAY STREET +00.00, 16.50'R 1 +88.74, 16.50'R > -� �' o J I 55.49 FL 0 58.96 GB o m SECTIONS. v v 54.82 FIL I I +54.21, 16.82'R O A +54.23, 16.50'R m m +95.38, 16.75'R x S5.66 TOC I O C. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. 6 55.15 TO I o w I CD :E 58.53 CL/GB +54.21, 24.50'R c� +47.77, 0.00' o -� z +95.38, 24.501R I °� w I 58.66 GB �' o D. SEE SHEET C3.0 FOR LOT GRADING. 55.11 LIP/GB I o N ° I +47.77, 16.50'R my o m m E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. BLOCK 5 +06.32, 23.27R I I SEE ROADWAY PLAN BLOCK 6 0 - m 0 I I SHEET C2.4 m o F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO O 10 11 I O1 ° It QD TOLERANCES WILL BE ALLOWED. I o o m G. ALL STATION AND OFFSET LABELING RELATED TO EACH o r" cmi SPOT ELEVATIONS ARE REFERENCED TO THE ROAD m m ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE ° RIGHT-OF-WAY PERMIT. E . CAVERN D R. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® (V Q w 2769 2769 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 0 a_ u SUPPLEMENTAL STANDARD DRAWING SD-701. 0 LL HIGH PT STA: 20+81.23 `� Sri 'n HIGH PT ELE 2759.72 rn + O z z IZ 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD PVI STA:2 +67.73 o N + SUPPLEMENTAL STANDARD DRAWING SD-702. z = W PVI ELEV: 759.45 N N K:10.36 11 11 II 3. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND 0 Q z 2766 LVC:2 .00 a a 2766 GUTTER TO 3" ROLLED CURB AND GUTTER. 0 W Q r1mN N� N r- o Y � of 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER > Z w N UJ N w N ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. - z 0 Q LOW PT STA: 19+61.04 +`� +`r- m 0 LOW PT ELEV: 2755.97 O N O N m N N w 11 00 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD CO Q PVI STA:20 04.40 w w w 11 o w 11 > SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED PVI ELEV:2 56.53 cii v cii v 0 > Q w _ 0 N c>> C) a> Q w _j w DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 2763 00 + K:26.2 >Co w w 2763 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE + LVC:86.7'13CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT N W - z 00 II r-M ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. X o o rn �un L u W 0o II Lo 6. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE ` Q > o N � +N +N PER ACHD SUPPLEMENTAL STANDARD DRAWING U 00 o � °' oN .. SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Q 2760 Y N ciiL N� 0% 1.00% -1. o% 2760 ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE LLI LLi II >m w DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. > Q o m II w J N N w m ___ FUTURE ROADWAY 7. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 0 Y � Q Z w r 1 (BY OTHERS) SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM uj m N 4.61% I I WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO 2757 w 11 -- 2757 BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. M <Eli,� END IMPROVEMENTS II II N 0 w STA. 20+81.23 1.30% 1.30% - FINISHED GROUND 3:1 MAX. / V III � E 2754 2.0�% / I I 2754 z O / II \ ' II FUTURE CULVERT 9 a / II \ ' II (BY OTHERS) U 1.05% Ir 3_ �I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / 2751 EXISTING GROUND 2751 v I- a z II II 0 Q I_I I_I U 2748 2748 p[ z 0 ENGINEERING ILL 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 0 a 2745 FINISH GROUND CENTERLINE 2745 PHONE(208)639-6939kmengll z .com DESIGN BY: Ln c0 00 o N 7 rn r- Co rn O O O O O O O 00 00 n 00 N 00 O 00 LCK N N N N N N N N co (6 DRAWN BY: LCK N Ln N Fn N un r7 C r7 � � N � 6 C in � in Cn � � z n r, ^ r, 0 r, LO r, 0 � 0 LO V) LO LO LO U) LO LO LO 0 � ul ^ p ^ 0 ^ u) r- N N N r- N r N ^ N r- N r N r N r- N r- N r- N r N ^ N ^ N ^ N r- N N CHECKED BY: LCK a N N N N N N N N N N N N (V N o DATE: MAY 2021 z PROJECT: 22-016 c 0 Z 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 SHEET NO. c s J v o i a SHEET LEGEND SS\rjN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �0 \,\CENSFO �Y STA., OFFSET SIDE o / 1 FINISHED GRADE SLOPE �� 56860 p GRADE BREAK �,5, F Of 2"SD X/ e 10 O O ---- --- - -- SAWCUT LINE \ O o \ SEE DETAIL SHEET C2.6 O4 \ SEE ROADWAY PLANO O CIVIL ACRONYMS \ SHEET C2.0 B \ u ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS \ 49.71 POC 48.28 PT FOLLOWS: \ 51.72 TOC +56.05, 16.501E +74.07, 16.501E STA. - ROADWAY STATION FROM CENTERLINE \ +23.28, 23.451ECA 49.48 PT/GB 49.12 PC 48.13 TOC CL - ROADWAY CENTERLINE o 48.86 POC 48.60 PRC _ \ +85.93, 16.501E +70.47, 16.501E °� 49.18PC 51.35 FL / U, _ _ - - - - - - - - - - - - - - - - - - - - - - - +31.07, 16.501E +91.68, 16.501E +47.57, 24.501E / +62.00, 16.501E PT - POINT OF TANGENCY 49.94 PC GB 48.40 CL INT \ +24.49, 16.591E _ - k ° - - - - 47.74 FL +77.59, 0.00' +26.18, 16.501E � - 2 °° � ° ° in "' ELE. - ELEVATION \� _ ° ° - - - 48.28 POC 00 +47.55, 15.671E 48.74 TOC 49.4t MA 51.50 PT 2 - - - - - _ _ +66.87, 16.501E - - - +07.27, 24.501E +67.00, 16.501E L - STATION OFFSET LEFT \ +30.63, 16.501E _ _ - _ _ - 47.95 POC/GB. - R - STATION OFFSET RIGHT \ \ _ - 2 2 ® - - +41.97, 16.501EJ_48.35 FL TBC - TOP BACK OF CURB _ _ _ o +07.27, 15.671E _ _ RIM - RIM OF STRUCTURE ° no o L - �� LIP - LIP OF GUTTER 2 12+00 S. UTMOST WAY 0.43% o f 13+00 °� 2 2 a 2 0.76% MA - MATCH EXISTING 2 ® 0 N SW - SIDEWALK J\,° 1j+00 0 �� - 14+00 LL It° ° EP - EDGE OF PAVEMENT v1 1.5B% �1 O 0.43q FL - FLOW LINE z � g< N 1 3 3 1 0 4 TOC - TOP OF CONCRETE 0 15+00 to,� 17+00 0 HP - HIGH POINT N 3 1.00% o0 16+00 1 - I N + CR - CURB RETURN w \ 1.95% \ 10 00 � 1 ° ° ° ° ° ° �-- N 3 o I � - 7 3 _ - - - - - - - - - - - - 1. "" % 1 0° +67.03M 0.00' POC - POINT ON CURVE e el° o l INT - INTERSECTION 9 Q ��° _ - 49.57 CL/PT/GB - - - 2 �o fps 1 96 3 <N4 PRC - POINT OF REVERSE CURVE \ - 6 3 49.20 CL/PC - g � N�� 2 _ - +85.93, 0.00' m o N \ $ N +70.47, 0.00' � 48.94 CL/POC - - - _o° ° - - 6' - 00 49.48 PT GB I 49.12 PC - - SHEET NOTES / o o +31.07, 0.00' - - - - o �2C R20 Ki +85.93, 16.50'R ~ +70.47, 16.50'R 48.68 CL/PRC - - - o 2 ° ° , 50.02 CL/PC/GB is? I I 48.36 CL POC - - _ 2 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 52.02 CL/INT +26.18, 0.00' 49.79 CL/POC _j 48.86 POC +91.68, 0.00' / - - NOTES. +00.00, 0.00' 7 +31.07, 16.50'R +66.87, 0.00' 48.03 CL/POC/GB R ° I IRR G +56.05, 0.00' B 48.60 PRC O1 ° 36 p� p °° 49.94 PC/GB ;n o 48.28 POC +42.06, 0.00' �2 +26.18, 16.50'R 49.71 POC (6 M +91.68, 16.50'R +66.87, 16.50'R B. SEE SHEET C2.6 FOR TYPICAL ROADWAY STREET \ \ 47.95 PRC/GB 48.69 PT/GB 49.2t MA SECTIONS. \ \ 51.25 PT +56.05, 16.50'R +42.06, 16.50'R ° I +14.09, 16.50'R +67.03, 16.50'R +43.49, 16.50'R 48.28 FL C. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. \ \ \ 51.16 FL 47.77 FL ' ° 1.2"S° o +07.27, 16.82'R z c,� \ BLOCK 4 +47.48, 16.42'R I o U o 48.52 TOC D. SEE SHEET C3.0 FOR LOT GRADING. \ 51.52 TOC 24 6, 24 TOR �7 I +07.27, 24.50'R BLOCK 1 \ � 25 26 +47.46, 24.50'R � z � � E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. \ \ +31.90, 25.45'R 27 N 48.10 LIP/GB 48.04 LIP/GB I ° \ \\ 23 2 °`i w +59.42, 23.55R +96.38, 23.46'R 37 F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO O °° ~ 2 TOLERANCES WILL BE ALLOWED. N\\ SEE ROADWAY PLAN w ° SHEET C2.3 G. ALL STATION AND OFFSET LABELING RELATED TO EACH \ \ SPOT ELEVATIONS ARE REFERENCED TO THE ROAD + + I, ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. UTMOST WAY PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® (V Q J 2763 2763 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. O O 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z OL ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z = W O 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD O Q Q 2760 2760 SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 W DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. \ z o_ DOMES SHALL BE RIGID INSERTS WET-SET INTO THE > II Oo CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT _ z O Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. 9 N N rn U) LO o 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND Q 00 GUTTER TO 3" ROLLED CURB AND GUTTER. 2757 0�cc"i + 0) � 2757 u 0 N o ` Q ~J Y O N L0 � G Zw 0 N Q� II 2754 m u �N �, 0 od W N 2754uj Q w II 00 0 � col > Q cri 0 W Q�j Q � ~ N 0 >I J W N U Q w O FINISHED GROUND o w m � II w w II w Q � z _j 2751 -1•58q w 2751 m - -4, N - EXISTING GROUND o - - - - - - - - - - - - - _ -0.43% 1. 2% z 2748 - - - - - 1 0 % - - - - 2748 5 - - - - - O 0 w U D a DC 2745 2745 0 O I /1 a z N N U) O O N o N Q U 2742 2742 p[ z O ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O a 2739 FINISH GROUND CENTERLINE 2739 PHONE(208)639-6939kmengll z .com o o r� ao N rn 00 � N 0) c0 r7 0 r N 0) N r7 r7 DESIGN BY: LICK r, � N rn � N N O rn 00 r- c0 � r7 N N O N M N 00 I� N n N 0n C0 M N 0n 00 r- c0 M N O N 00 N o 0 0 0 o ai 0) 0) 0) 0i 0i 00 00 00 0o ao It 0000 00 00 00 06 00 00 06 DRAWN BY: LICK Z � ^ � LO r- � ^ � ^ � � 0 � ^ N ^ � CHECKED BY: LICK Q a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 DATE: MAY 2021 z PROJECT: 22-016 c 0 Z 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 SHEET NO. c s J v o i a SHEET LEGEND A L fN�i I *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \CENSf10 �Y I STA., OFFSET SIDE I I 860 43 1 FINISHED GRADE SLOPE J, 5/10/22 p I 42 GRADE BREAK y��N O 0 fK\NS� 41 y BLOCK 1 . s , . 46 ---- --- - -- SAWCUT LINE I ° ON 48.0 LIP/GB 5075 TOC r SEE ROADWAY PLAN I +23.46, 18.781E 40 +71.28, 24.501E ° SHEET C2.2 � - � _ I / J 36 48.36 TOC 50.38 FL ° I I +29.69, 24.501E +70.37, 15.671E I I 47.95 FL 50.64 POC CIVIL ACRONYMS I +29.69, 16.811E SEE DETAIL SHEET C2.6 +68.18, 16.501E 48.04 GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS I ° I I +55.00, 16.501E 50.83 PRC/GB CO s^ FOLLOWS: I 48.16 PC B +34.53, 16.501E _ - - - - I s �° STA. - ROADWAY STATION FROM CENTERLINE uj 0 +70A0, 16.501E " ° s CL - ROADWAY CENTERLINE o I ° + _ _ _ 48.25 CL/PC �a 50.67 TOC PC - POINT OF CURVATURE 50.28 POC +84.75, 24.501E PT - POINT OF TANGENCY +70.00, 0.00' 48.86 POC � _ - - � � ° I Ft20 - - 00 49.63 POC +50.00, 16.501E _ - - _ " s ELE. - ELEVATION N - - t50.00, 16.501E 49.30 POC/GB cn ° c., +50.00, 16.501E - - - - "° s ' 50.29 FL L - STATION OFFSET LEFT - - - - - - +00.00, 16.501E - - - ° R - STATION OFFSET RIGHT _ _ _ +85.66, 15.671E 10 0 1 19q, " ° . ° \ 50.54 POC 47 TBC - TOP BACK OF CURB I 3 2 ° ° ° ° ° ° Q +87.85, 16.501E RIM - RIM OF STRUCTURE 0 SOq � S LIP - LIP OF GUTTER 48.40 CL/INT c, �� g 4 A9 \ MA - MATCH EXISTING +00.00, 0.00' ��$ 11+00 SW - SIDEWALK 1 a 0.74% 1 0 \ EP - EDGE OF PAVEMENT vn 11 3 -�- 0.87q, 0 13+00 0.65% `�� 12+00 f o E.TENZING DR. - k \ 50.39 PT/GB FL - FLOW LINE z +14.37, 16.501E TOC - TOP OF CONCRETE / HP - HIGH POINT N 10 ® \ CR - CURB RETURN > / / ° y12 SD _ m -18"SD-78„ O 1 a - so \ POC - POINT ON CURVE ~ _ sD f _ _ _ _ _ \ �1 2 p0% PRC - POINT SOF (REVERSE CURVE a _ 50.91 CL/PRC/GB 2.0�% -� 2 V) / - - - +52.85, 423.96'R 50.69 CL o ° / 48.16 PC - - - ° a 2 ° g - - - - - - - \ \ 1 +50.62, 0.00' SHEET NOTES +70.00, 16.50'R _48.94 CL/POC - - - - - - - - - - - - ° ° 50.35 CL/POC 50.83 PRC/GB \ \ ° 1 1 0 49.38 CL/POC/GB 49.71 CL/POC +49.50, 0.00' +34.53, 16.50'R 2 \ 50.61 48.12 CL/GB +50.00, 0.00'- rn A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD - +00.00, 0.00' m o co +50.00, 0.00' 50.28 POC 50.61 POC \ , \ +50.00, 16.501E 48 NOTES. +55.00, 0.00' 48.86 POC ~ rn \ ° a. o / 49.30 POC/GB I I 49.63 POC +50.00, 16.50'R +74.45, 16.50'R a a " B. SEE SHEET C2.6 FOR TYPICAL ROADWAY STREET + / 48.04 GB +50.00, 16.50'R o o U' +55.00, 16.50'R +00.00, 16.50'R J i +50.00, 16.50'R SECTIONS. / - a J +14.337,916T50'R \ 47.92 FL U � +29.69, 16.66'R lb o B 50.61 �1 C. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. 48.24 TOC (6 M +50.00, 16.50'R N D. SEE SHEET C3.0 FOR LOT GRADING. z / +29.69, 24.50'R / e C � 48.04 LIP/GB Og V M C2 . E E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. +23.46, 18.46'R BLOCK 4 O \ CN F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SE 1 \ TOLERANCES WILL BE ALLOWED. o 1 0 ° \\ G. ALL SPOT ELEIOVATIOND AORESET LABELING REFERE REFERENCED TO THE TO ROAD EACH ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. . PRIORANY PAVEMENT E . T E N Z I N G DR. I CON ACTOAC DC EMENT INSPECTTIION FOR VERIFICATION OFGS 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® (V Q 2763 2763 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O SUPPLEMENTAL STANDARD DRAWING SD-702. 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z O Z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Z = W 3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD O Q 2 oc 2760 2760 SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED 0 W DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. \ DOMES SHALL BE RIGID INSERTS WET-SET INTO THE > / z CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT _ z _ + ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 0 < IV Z 00 2 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD m LU 0 II SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL 2757 M + a - II 2757 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY (/') 0 r N Lu Q 00 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" o LO Y m C MINUS CRUSHED AGGREGATE. x LJ..I 0 + bi Q bi N Q o w 00 m w N 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK II II N of w II m CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED Q o Y o > w II AGGREGATE. Q Lu 2754 N 00 w N J 2754 > Q p C w 11 0w O H N N II mN � _j Of w II 0 w ~ J > UJ 2751 Z w o w FINISHED GROUND 2751 00.60% a X 0.65 ° - - - - - - - - - - - - - N - A N - M - E 2748 - - - -0.50%- - - - - - - - - - - EXISTING GROUND 2748 z E - - - - - 0 0 9 0 w U U) D o 2745 N 2745 0 O I /1 a � Z N N O O N - o N Q U 2742 2742 p[ z O ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O a 2739 FINISH GROUND CENTERLINE 2739 PHONE(208)639-6939kmengll 7 0 0 0 �n o (0 N 00 00 r- � v, 0 0 0 00 N u-) r- DESIGN BY: LCK N M � r a0 rn N M � uJ a0 0 0 0 � N 06 N r7 V) c0 00 I'7 0 I- 0) � M � � I� 00 r- 0 0 r- N ao 00 0o 00 00 00 of of 0 of 0) of 0 0 0 0 0 o DRAWN BY: LCK 00 o O d) N ^ N ^ N N ^ N ^ N N N ^ N ^ N ^ N ^ N ^ N N ^ N ^ N n N n N n N n N r- CHECKED BY: LCK a N N N N N N N N N N N N N N N N N N N N 0 DATE: MAY 2021 z PROJECT: 22-016 Z 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 C 0 SHEET NO. s J v o i a SHEET LEGEND 'S\pN A L f NC *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSFD �Y STA., OFFSET SIDE FINISHED GRADE SLOPE 6860 SEE ROADWAY PLAN 1� 5110122 SHEET C2.1 OGRADE BREAK ,5,�/F Of NS�v BLOCK 1 > I BLOCK 6 N C. K Q I ---- --- - -- SAWCUT LINE 48 49 50 51 52 I w I I I o I I o I CIVIL ACRONYMS SEE DETAIL SHEET C2.6 55.50 CL/INT/GB I o I SEE DETAIL SHEET C2.6 54.96 TOC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS I I I 54.80 FL6.50'L FOLLOWS: +17.69, 0.00' p B 55.50 TOC I I 55.50 TOC B +77.15, 15.67'L STA. - ROADWAY STATION FROM CENTERLINE +87.48, 24.50'L a I ° I +47.38, 24.50'L CL - ROADWAY CENTERLINE o 55.11 FL �° 55.01 LIP 55.12 FL +88.01, 14.50'L PC - POINT OF CURVATURE +87.48, 16.64'L I I +47.38, 16.81'L i i PT - POINT OF TANGENCY 50.91 51.51 GB 53.98 GB 55.26 PC/GB 55.26 PT 54.82 GIB i ELE. - ELEVATION (� +00_00, 16.50'L - - - - - - - - - - +00.00, 16_50'L - - - - - - - - - +00.00, 16.50'L - - - - - -+81_19, 16.50'L ° +54.19, 16.50'L +59.65, 16.50'L - L - STATION OFFSET LEFT R - STATION OFFSET RIGHT , ° TBC - TOP BACK OF CURB w N ° ° ° 2 �' ° g I 2 b\ 2 RIM - RIM OF STRUCTURE Z ( 1 y °�3 1 6 LIP _ LIP OF GUTTER `•/ og gyp° Q`L 3g 55.31 LIP MA MATCH EXISTING � O � � ° SW - SIDEWALK J 0 1 55.34 CL GB 5 1.92% 1.92% 5 1 0 4 �Oo EP - EDGE OF PAVEMENT N w 16+00 0C14 .60% 17+00 S. VERTEX WAY 2.47% 18+00 1.58% +81.19, 0.00' 400�.427_19+00 0.42% 20+00 $ VERTEX WAY r i o 1.42% 21+ FL - FLOW LINE ZO TOC - TOP OF CONCRETE LIJ CD f ' 1 t� r� ~ I - �F17 55.30 CL HP - HIGH POINT N `./ o T `l°' `�p9 4 +87.73, 0.00' RETURN N 1 5 0.449, `'� 0.44% 5 1 POC - POINT ON CURVE Lu 7Q � ,Q �� b\... . 7 INT - INTERSECTION � �O1 00. N'° 55.01 LIP PRC - POINT OF REVERSE CURVE w 1 8'SD O N 18"SD Z w °- - - - -°- ° ° - - - - ->- - - - - ° - - - - -D- ° ri + >- - - - - - - - - - - - +87.44, 14.50R OO 2 ° 2 O SHEET NOTES ° ° 54.80 FL (� 50.99 CL 51.59 CL/GB 54.06 CL/GB R 55.26 PT `54.90 CL/GB - +77.15, 15.67'R O 55.25 PC/GB v I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD _+00.00, 0.00' - I +00.00, 0.00' moo' +00.00, 0.00' +80.48, 16.50'R +53.49, 16.50'R_m_0 +59.65, 0.00' I I 6 NOTES. - - - - - - - - 50.91- - - 51.51 GB I 53.98 GB I > I 55.02 FL I I 54.82 GB 0 0 55.01 FL I o 0 55.19 TOC +00.00, 16.50'R +00.00, 16.50'R +00.00, 16.50'R +87.48, 16.88'R I , o I +47.38, 16.58'R +59.65, 16.50'R I I +77.15, 24.50'R B. SEE SHEET C2.6 FOR TYPICAL ROADWAY STREET 55.25 TOC I I +47 3 8 024.50'R 0 I I 0 6 +87.48, 24.50'R I > w B I I C. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. M > 155.11 LIP/GB (6a z 55.10 LIP/GB v I +40.61, 18.67'R I I D. SEE SHEET C3.0 FOR LOT GRADING. O +93.70, 18.92'R Lu I I I I I I I E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. BLOCK 4 I e I I I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 10 11 12 13 I I BLOCK 5 I I TOLERANCES WILL BE ALLOWED. I I I SEE ROADWAY PLAN I I G. SHEET AD ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. VERTEX WAY PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® (V Q w 2766 2766 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O _j SUPPLEMENTAL STANDARD DRAWING SD-702. LL 0 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Z Z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. Z = W rn rn Ci 0 �_ + 3. INSTALL 10' WIDE ATTACHED CONCRETE SIDEWALK PER O Q Z 2763 + 2763+ rn N ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 LuQ Oo u > o + 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC \ z 0 II II N ro STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES / z O Q Q II � PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES 0 � Y L- SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE m Q II Y LO z � rn N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q Q 2760 0 co w N F_ Y `n m II 2760 AND SHALL BE COLORED 'TRAFFIC YELLOW'. ``' (/') O 00 II N Lu� `� Q 5. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD + � m m II m w SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED X W >_ LLJ N Q z w DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. LJ..I II m w Q DOMES SHALL BE RIGID INSERTS WET-SET INTO THE Q o[ w II Of w CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT Lu Q� Q ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'. Q > 2757 11 w 2757Lu 11 :76. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE Q L N FINISHED GROUND PER ACHD SUPPLEMENTAL STANDARD DRAWING m SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE O w II 0.42% 1. 2% ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE 0 -0.42% DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. bj CDw 1.58% _ I - 7. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 2754 I 2754 SUPPLEMENTAL STANDARD DRAWING SD-1132B. I BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM N 4,qa - - - - - WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. m 2• - - - - - - PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO - - - - - - BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. z o - - - - - 2751 0.60% - -z - - - - - - - �EXISTING GROUND 2751 z - - - - LiO 9 N U w D a DC 2748 2748 v O I /1 a Vz- N N O O O Q Admbk U 2745 2745 p[ z knif 1 O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 EXISTING GROUND CENTERLINE o BOISE,IDAHO 83713 O 'a FINISH GROUND CENTERLINE PHONE(208)639-6939 Z 3 4 2742 kmengllp.com 0 a r r N rnLn r O r DESIGN BY: LCK 0 ` ^ ao 't m N (0 r) 00 rn o m Ln I, � O N M r- O) O M 00 Ln O 00� . 7 �0 O 7 DRAWN BY: LCK z rLn Ln � r r Ln � 0 L0 N r r CHECKED BY: LCK Q^ r, r r- ^ r r ^ ^ r- N N N N N N N N N N N N NN N Cq N N N N N N N N N N o DATE: MAY 2021 Z PROJECT: 22-016 c Z 0 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 SHEET NO.C2.4 Lu c s J v o i a SHEET LEGEND 'c'\CN A L f Nc �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSFD z ° I STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 O6 i a I I 21 s� 5110122 o Q I ° o0 20 y� 9p�, 0 f ° L I SEE ROADWAY PLAN GRADE BREAK y��N C K\NS� SHEET C2.0 0 I SEE DETAIL SHEET C2.6 I � 150.59 LIP/GB BLOCK 4 ---- --- - -- SAWCUT LINE � +23.45, 18.79'L 50.14 GB 19 > 1 I 50.80 TOC +89.51, 16.501 I I +29.68, 24.50'L B 50.22 cL/Pc CIVIL ACRONYMS w I 50.48 FL +21.76, 329.97'R +29.68, 16.821 50.19 PC 50.71 PT/GB +99.24, 17.821 - 50.47 POC ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +36.51, 16.501 -e r _ +53.73, 48.83'L FOLLOWS: BLOCK 5 I 50.79 CL/GB / 3 STA. - ROADWAY STATION FROM CENTERLINE +36.49, 0.00' _ _ i ° CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE 50.27 PRC PT - POINT OF TANGENCY +12.80, 26.65'L 0 \ 18 ELE. - ELEVATION L - STATION OFFSET LEFT p is° R - STATION OFFSET RIGHT I / 0 63q 1 0 \� TBC - TOP BACK OF CURB 9170 Q0 0 0.60% 4 1.087, 11+00 `Jo_ N 0 ° RIM - RIM OF STRUCTURE - _ LIP - LIP OF GUTTER o 1 ° - 2.007 MA - MATCH EXISTING 101 + S. TOPPER PL. SW - SIDEWALK 51.01 CL/INT `D �4 �•75% 4 1 Ci 50.14 PC/GB 2.OQq 12 I EP - EDGE OF PAVEMENT cn +00.00, 0;00' I 2 �- ��0' +89.51, 16.50'R 0 FL - FLOW LINE z `V 50.25 PRC ° TOC - TOP OF CONCRETE HP - HIGH POINT N 2 °° +12.32, 25.89'R RQ 50.78 CR - CURB RETURN > 68 +02.56, 0.00' POC - POINT ON CURVE Lu ~ 50.71 PT/GB �O \° ° I 3 - 8 I I f INT - INTERSECTION � 4 +36.49, 16.50'R m o Q \ N PRC - POINT OF REVERSE CURVE of° C I Cn 50.57 FL A +29.68, 16.81'R o \ �'� SHEET NOTES ° I 50.90 TOC J J s 1 I ° +29.68, 24.50'R � � A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD I � ° a 110 0 6 3 °° NOTES. I (6 _ - - - Cli o I 50.46 POC B. SEE SHEET C2.6 FOR TYPICAL ROADWAY STREET I I I +53.73, 48.83'R SECTIONS. z I C. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. D. SEE SHEET C3.0 FOR LOT GRADING.Cn z I I I I SEE ROADWAY PLAN E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. ° I SHEET C2.1 F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO + I 15 TOLERANCES WILL BE ALLOWED. OI f I G. ALL STATION AND OFFSET LABELING RELATED TO EACH o I 17 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD z I 16 ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. TOPPER P L. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® (V Q w 2766 2766 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD 0 a- J SUPPLEMENTAL STANDARD DRAWING SD-702. LL 2. INSTALL s' WIDE DETACHED CONCRETE SIDEWALK PER z O z OC ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z = LJJ a- 3. INSTALL s' WIDE ATTACHED CONCRETE SIDEWALK PER O Q 2i 0 2763 2763 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 W Q 4. INSTALL PEDESTRIAN RAMP TYPE "H" PER ACHD > z SUPPLEMENTAL DRAWING SD-712H, WITH TRUNCATED z Q DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. 0 DOMES SHALL BE RIGID INSERTS WET-SET INTO THE m Q CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT J 2760 °' 2760 ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. CL 0) Ln+ X wLu + w a 0 0 � �I + Q 0 2757 N �' II 2757 ; 0 vi Q Q p N YQ � to O m Y � �,7 04 Y ul �r Q " L w >N W Q W m Z m X J� I' w 2754 Ld > 2754 M � C9 w x c9 w N N M z FINISHED GROUND 0 - - _ _ _ 2751 z E 2751 -o. o - - - o% -2 ooq O-1.089; - - - - - - - - - _ _ 0 - - - - w EXISTING GROUND u w D a 2748 2748 0 a p z N N 0 O O Q U 2745 2745 p[ Z STORM DRAIN SYSTEM O ENGINEERING L.L 5725 NORTH DISCOVERY WAY 3 EXISTING GROUND CENTERLINE o BOISE,IDAHO 83713 O 'a FINISH GROUND CENTERLINE PHONE(208)639-6939 z a 2742 2742 kmengllp.com DESIGN BY: LCK N� o cD ;_0 " M pp Cp to00 M � LL N 0 0 00 o DRAWN BY: LCK o � o u Ln � oO " " " " " " " " " " " " " " " " CHECKED BY: LCK Q 0 DATE: MAY 2021 z PROJECT: 22-016 c 0 Z 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 SHEET NO. c s J v ti 0 N 1 SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� ��CENSfO �Y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 J, 5110122 p GRADE BREAK 0 f C. y K�Nc, ---- --- - -- SAWCUT LINE CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION 1.5' ACHD 1.5' ACHD L - STATION OFFSET LEFT SIDEWALK 60' RIGHT-OF-WAY SIDEWALK R - STATION OFFSET RIGHT EASEMENT EASEMENT TBC - TOP BACK OF CURB IN 0.5' 0.5' RIM - RIM OF STRUCTURE 3:1 MAX. LIP - LIP OF GUTTER SLOPE TO 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK MA - MATCH EXISTING EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT t/1 \\1// HP - HIGH POINT \\\ \\/ LINE z TOC - TOPWOF CONCRETE O /Z /� /� /Z /\ � / N 1' LANDING, /\\/\ / POC - PO NB RETURN ON CURVE Lu TYP. 6" VERTICAL CURB � � \ \ \//\//\//\/�\ /\ \i\ \ \/�\ \ \/�\ \ \ \ � INT - INTERSECTION AND GUTTER, TYP. 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 PRC - POINT OF REVERSE CURVE COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE LOCAL STREET SECTION A SHEET NOTES 8" OF 6" MINUS PIT-RUN SUBBASE A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD SCALE: NTS NOTES. B. SEE SHEET C2.6 FOR TYPICAL ROADWAY STREET SECTIONS. C. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE. 0 D. SEE SHEET C3.0 FOR LOT GRADING. z E. SEE SHEET C9.0 FOR STREET LIGHT PLAN. 1.5' ACHD 1.5' ACHD F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SIDEWALK 60' RIGHT-OF-WAY SIDEWALK TOLERANCES WILL BE ALLOWED. EASEMENT EASEMENT G. ALL STATION AND OFFSET LABELING RELATED TO EACH 0.5' 0.5' SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 3:1 MAX. ALIGNMENT. SLOPE TO 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC �-8' PLANTER 5' SIDEWALK EXISTING H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST B BONDED P WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS / CONTACT FOR 1' LANDING, /\//\///\// \//�\///\///\///\//�\//\//�\�/ \//�\//�\ \ \///\//�\//�\///\///�/�///' // /\ COMPLIIANCEH WITH SPOLICYO AND EXISTTINGAPAOVEMENT TYP. MARKINGS. 3" ROLLED CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 AND GUTTER, TYP. COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. LOCALSTREET SECTION B 8" OF 6" MINUS PIT-RUN SUBBASE z SCALE: NTS KEYNOTES ® (V z Q 1. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER O J ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 2. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC z z Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z = W �: cn PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES = z SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 0 W Q 0 AND SHALL BE COLORED 'TRAFFIC YELLOW. \ \ a U 3. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE / z O LU W PER ACHD SUPPLEMENTAL STANDARD DRAWING 0 > SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE m Q W ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. z Lu- - - �- - - _ \ \\ W G Q Lu Lu w - - - - - - - - - �, - # - - - - - - - - - - - _ - - - - O 51.3t EX 52.8f EX 53.67 FIL 53.7t EX 52.1 t EX 50.5t EX +78.29, 0.00' +60.42, 0.00' +02,20, 0.00' +74.34, 0.00'L 49.5t EX +79.82, 17.62'R +50.00, 0.00' 10+00 11+00 12+0 S. RECREATION AVE. 13+00 o - - + - - - i - - - 14+00 - +49.08=0.00'0 15+00 49.0t EX - 53.65 TOC 52.97 FL 54.8 TOC I- I +77.40, 0.00' X +91.42, 26.00'R r+91.42, 17.56'R / 48.4t EX 47.8f EX +79.87, 26.02'R -I� _ 16+00 +13.00, 0.00' +41.16, 0.00'R r ° 2 (D z - - - °i i 2 - - - - - - - - - - - - - - -° - - - - - - - - - - - ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -53.04 SW/GE51.54 SW +78.29, 36.00'R +60.42, 36.00'R 52.48 SW GB 50.94 SW - --- --- - - - - -__54.05 SW GB 49.96 SW/PC/GB53.73 SW - U +02.20, 36.00'R +74.34, 36.00'R +51.11, 33.74'R a +86.42, 36.00'R / / / +49.42, 30.50'R 49.44 SW/PRC/GB - o +81.44, 30.55'R z 48.90 SW/AP/GB 48.3f MA O I// +13.03, 30.50'R +41.16, 41.39'R U v I / Z °m / � / � ENGINEERING L.L Z ® 5725 NORTH DISCOVERY WAY BOISE,IDAHO83713 PHONE(208)639-6939 O kmengllp.com z DESIGN BY: LCK DRAWN BY: LCK a / / CHECKED BY: LCK Q a S. RECREATION AVE . PATHWAY PLAN DATE: MAY 2021z PROJECT: 22-01616 o 0 30 60 90 SHEET N s J Plan/Profile Scale: 1" = 30' C2.6 W 9 O a I I I \ \ PAVEMENT MARKING LEGEND I 45 \\ REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) �SS�ONAL �, o FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS �pF ENSF VERTEX SUBDIVISION No. 1 "\ `" 0 50 100 150 o� o� Mor- \\ Plan Scale: 1" = 50' 19 24" WHITE — STOP BAR 56860 0 r- - - - - - �\ r Q 4" YELLOW — PATHWAY DIVIDE �0 9TF OF I 43 A o� \\ 21 3' LENGTH & 9' GAP K�N`'� E. OPTIMUM ST. J I I \ SHEET NOTES A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR I 0 I e ADDITIONAL STRIPING AND SIGNAGE INFORMATION. o B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 40 0 \ CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 39 47 \ MARKINGS. LuII a -A \ C. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH o MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER ' \ A COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND I O I 36 \ \ \ o APPROVED BY ACHD. COORDINATION WITH ACHD o \ REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD o� APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. D. STOP BARS, CROSSWALKS, MULTI—USE PATHWAY STRIPING, TENZING DR' \ \ \ AFFLECK AND PAVEMENT MARKING SYMBOLS SHALL BE N \ \ \ �� \ R7317670020 THERMOPLASTIC. z0 I 3 I \ 9 \\ BLOCK 11 A° \ > w Lu KEYNOTES III C21 I r — — — — — — — — — \ \ \ O \ 1. INSTALL "NO PARKING FIRE LANE" SIGN TYPE "D" (12"X18") PER IFC SECTION D103.6. 2. RELOCATE EXISTING "NO PARKING ANY TIME" R7-1 SIGN. II I I I I I \ \\ \ III II I 111 O I I I 2 3 O \\ \\ 50 -A �� , F I \ s \ I I I I 0 I I I 17 \\ \\ A \\ I � I L I I BLOCK 4 11 \ � \ \ c+ o I I I I I I I 27 18 \ \ A o \\ � I I \ Lu-Ao� o O a z ' ' ' o� V) Lu < Ln \\ I \ �_ > (7 III I i i 0 � \\ / / 14 II I I I \ I Of Lu 4 \ o� r^ \ W 2i Q Lu 7Lu c I I \ I � 21 LuQ � -o o 0 i I I I 22 Q I \ � o � \ Lu M I I I U I I I /' �E�N�� i BLOCK 5 //' //' \ \ \ O \ o, \Too� I z Lu I cP o O m x I I I � \ 19 � A ENGINEERING ILL 5725 NORTH DISCOVERY WAY \ c \\ /// // \ \ \ o� \ " BOISE,IDAHO 83713 O a 2 \ / // \ \ \ co^ PHONE(208)639-6939 '® I I \ \ o \ // // MAMIE INVESTMENTS CO LLC \ \ \ oo kmengllp.com z \\ \ O\ \Q4, \ /// /// S1405131304 \\ \\\ o �� \\t X\ DESIGN BY: LCK o DRAWN BY: LCK 3 21 I \\ \\ Q�� \c \\ /// /// \\ TOA \ CHECKED BY: LCK Q o I \ \ O DATE: MAY 2021 z D I \ \ C \ // \ / \ Al - F ® I \ � / / � o \o PROJECT: 22-016 \\ \ � // \\ Fo r�F SHEET N0. J c �° r C 2.7 w $ \\ \ CIVIL ACRONYMS 5 4 PIS\ PI a - FOLLOWS:_ _ a I_ $'w s e \\ \ \ \\ ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ��SS\OCENS fNG�y l * 0 60 120 180 �p \,\ fp 51.45 �\ \\ \ \\ Nor STA. - ROADWAY STATION FROM CENTERLINE 8"w B s 3 GB \ Plan Scale: 1" = 60' CL - ROADWAY CENTERLINE 8 O 5 a 1 \ 51.44 \\ \\'� PC - POINT OF CURVATURE 5110122 I a 5 s"5 $"S-3-�'s N 1 GB \ \ PT - POINT OF TANGENCY !� i \ 51.94 ELE. - ELEVATION \ N �\ y 9r �P v I I 52.4t F 0f \ I _ _ L - STATION OFFSET LEFT G y c�� - - - - MA 5B a 0,0.95 o \ - \\ R - STATION OFFSET RIGHT \ 50.6f \ GB \ \ \ \\ TBC - TOP BACK OF CURB MA 12 I \ \\ �\\ LIP - LIP OF GUTTER II 00 4 \ VERTEX 50.2t MA LK 8f GB 0.63 45 2151 \ \ \ \\\ T C _ TOP OF CONCRETE Il I I 1 SUBDIVISION No. 1 MA GB 50.821 50.81 \\ \ \ \\ Il I I I� I / MA 2± P 51.8t 43 GB GB \ \ \ FG FINISH GRADE Il I 4 PI - - 4 PI 4"PI 49'8} MA , \ \� \\ GRADING LEGEND N N MA ] 51.32 I I - - - - - - I 49.5t 49.9f P S�\51.Gg GB l l \ I a /� MA MA P\ \ / 42 50.49 GB 23 S0 \\ \ \ \\ FINISHED GRADE ELEVATION 12' I 49.4t 49.2- 2749 MA 5f \ GB �� 50.97 46\ \ \ \\ 42.50 w 41 50.38 50.39 l E. 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I �, l �. sw GB TBC $"5 SW \ 50.89 \\ \ \\\ AFFLECK 48.88 O 48.75 _ 48.12 48.48 - _ N 5 48.39 TBC TBC / \ \ \ \ O N GB GB GB _ - � ,,. . $w $"5 � G6.88 TB1 08 4g \\ � \ \ R7317670020 ; � 48.25 48.25 - - - - - - - _ a's 50.66 �° \ SW 50.58 53 \ \ w \ 51.08 GB \ SHEET NOTES oc GB GB /w s„w 8„w a„5 2750 i 50.52 \ GB s \ o \ \ \ \ - Coo, I 48.01 I a°w -+ G j TBC \ \ GB \\\ \ \\\\ ll I N' l TBC I "w 8"w E•TENZING DR „ 50.72 51.38 s 50.58 \\ \ \ \\\ I A. SEE SHEET C1.1 FOR GRADING NOTES. 48.21 r 5 $„ $ 8"S 8' 27 g 50.15 SW G61.35 GB 51.28 \ N I SW92- 4 - SW I 2> 4" TBC 9 \ TBC BLOCK 1 \� \ A \\ , B. SEE SHEETS C2.0 C2.7 FOR ROADWAY • 49.33 27 8 48.21 48 1 "sp - 49.77 50.34 50.72 GB.1� 51.48 49 �\ \\\ `\ \\ IMPROVEMENT PLANS. GB 3 GB - - -- - - - - TBC SW 50.22 SW \ SW O 50.98 \\\ \ \\A� C. SEE SHEET C2.6 FOR TYPICAL ROAD SECTION. 47.71 O 47.71 49.40 49.97 50.34 GB O8 50.97 51.48 \ \ \\\ I TBC TBC GB \ GB GB GE, 48.27 48.12 48.42 49 50.22 TBC �5 II:, 48.33 cn GB TBC TBC TBC 49.59 49.97 49.84 O GB I�, s 50.98�2 \ \ \ \ \\ TBC d ;I a 48.31' 48.61 49.12 SW GB 1 / �, GB \\ c \\ \ I KEYNOTES * I n SW 49.59 / 51.37 J 52.22 • I hI SW 20 48.53 N SW SW N 49.47 49.84 / �' TBC \ �� \ \� I " : I �' 49.12 � GB TBC Sys 47.80 48.61 1� p GB O6 GB 52.41 50 \\ \ '�` \\\`� I 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. z 11 `L GB 49.09 50.46 51.56 49.55 4 48.53 I GB GB / 48.62 GB 49.47 / / GB SW \ \ SW 51 GB �� GB Gg , 48.11 GB O GB �, 50.29 51.56 \ G2g.41 \\ \ \\ 2. INSTALL 10' WIDE ASPHALT PATH PER DETAIL, THIS II I 48.03 / 48.03 48.81 A 47.80 GB 4 49.09 / �50 GB 10 GB �\ w s\ 51.91 2�52 N-�\\ \ �� \\ SHEET. GB -2748- GB GB GB O O 48.62 GB n"P� 51.06 \ GB - 64 48.63 1 48g.1 1 GB - „P� /50.22 GB 52.57\ 53.99 \ \ �l V 3. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE N� 48 BC I. SW I GB 99 „ J�4' 49.86 49 97 GB \ �/ TBC \ TBC \\ \ \\ PER ACHD SUPPLEMENTAL STANDARD DRAWING 50.24 5 s 27 \� SD 1 132A. BARRICADES SHALL HAVE THICKENED EDGE 49.49 48.84 48.44 4"PI 49.72 GB 'I 52.76 S2 \ - 54.18 51 `L \\ \ o \� \\ I / TBC � GB � SW G � SSW 53.68 ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE I I " 4 80 O 48 85 I® N 48.74 49.22 49.31 49.47 GB h� 17 51.06 52.S \' �� \ 54.18/ GB \\ \ \1 I DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. I GB GB I TBC GB GB l °� GB `L� O GB 11 GB GB \\ \ \ \\ 48.35 48.35 �+a.yo GB r� BLOCK 4 / 50.20 \ 52.26 2jS3 s 53.68 �. 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MIRAFI 135N BASE MATERIAL 0 OR APPROVED EQUAL DATE: MAY 2021 z U I \ 12" - IMPORT BACK FILL OR APPROVED NATIVE PROJECT: 22 016 MATERIAL. COMPACT AND PROOF ROLL C ° I MA2± SUBGRADE. (95 MIN PROCTOR COMPACTION) SHEET NO. c ASPHALT PATHWAY SECTION C3.0 w N NTS a SHEET NOTES 0 I °' I \ A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY SS�ONAL fNc� S" I I I I I a CIDI 45 P11 \ NOTES. o�� ,�CENSf0 ti 1 1 3 1 1 I I VERTEX �P� o °�, \ B. SEE SHEET C4.1 FOR STORM WATER DETAILS. N SUBDIVISION No. 1 I 3 I Plan Scale: 1" _ go' 860 4"Pi 4"Pi 4"Pi 4"1`I C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 5110122 - - - - - - , �\ A AT OR BELOW 20 FEET FROM EXISTING GROUND s I �' SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR 3 I P\ O o \ BASED ON THE INFILTRATION TEST RESULTS WITHIN THE 43 POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR �iNC. KEN \ GREATER. FOR ADDITIONAL INFORMATION REFER TO THE Nf °' 00 I _�4 12"so 12"so 12" o I 4"P @46 o c\ GEOTECHNICAL INVESTIGATION "APEX 33 EAST J I E. OPTIMUM ST. 'PI \ SUBDIVISION" PREPARED BY ATLAS, DATED JULY 27, 4'PI� / 3 4P I 0 0 2021. � \ 3 + 41 44 30.5' 12" ADS N-12 HP \ D. PROVIDE WATER-TIGHT SEALS AT PIPING a'N� - 8"s a"s a"s 8"s 5 O @ 0.43% T11VI ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, 3 INLET #5 47 � \\ A AND MANHOLES. \ G I a 40 INLET IV '� ACHD SD-604A, TYPE IV ® I � INLET #3 ACHD SD-604A, TYPE IV_ RIM:2750.13 0� c^ \ E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE N I 3 39 RIM:2750.13 �\ COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF N 30.5' 12" ADS N-12 HP ACHD SD-604A, TYPE IV SUMP:2746.03 c� `O I 37 RIM:2747.77 SUMP:2745.90 ROW OR WHERE COVER IS GREATER THAN 2 FEET THE @ 0.43% \ INV OUT:2747.03 12" (W) �: \ o STORM PIPE SHALL BE ADS N-12 HP PIPE OR SUMP:2743.67 INV IN:2746.90 12" (E) , a INV OUT:2746.90 12" W Q25=1.01cfs \ APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN r. INV OUT:2744.67 12" (S) ( ) 8 \ Q100=1.40cfs -A o INLET #2 � � � Q25=0.52cfs o �` \ LESS THAN 5-FEET OF SEPARATION BETWEEN I I ACHD SD-604A, TYPE IV I I c^a STRUCTURES. � II Q25=0.59cfs � � I RIM:2747.69 O2 I -^ Q100=0.82cfs Q100 08 3cfs O� s \ 6 oq I SUMP:2743.45 36 30.5' 12" ADS N-12 HP SGT #3 s q a $ \\ F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC N INV IN:2744.45 12" (E) ; STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. RIM:2750.49 (N) F I INV OUT:2744.45 12" W I N C I N a'w - m, o STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC I Q25=0.59cfs 6 INLET #4 _ - - RI46.88 12" (E) \ \ 48 RATED LIDS UNLESS OTHERWISE SPECIFIED. Q100=0.82cfs _ACHD SD-604A, TYPE IV- u a"W a"s INV IN:2746.88 12" (E) \ �': \ 53 \ I I I I I - - RIM:2747.77 a"w s INV OUT:2746.03 18" (S) \ \ 4.3' 12" ADS N-12 HP Q, � \\A o G. THE CONTRACTOR SHALL COMPLY WITH ALL THE 3 w0 SUMP:2743.54 a"W a" INLET BAFFLE:2746.20 \ @ 0.46% o -�o� �" REQUIREMENTS FOR STORM WATER DISCHARGE I I N I 4.4' 12" ADS N-12 HP INV IN:2744.54 12" (N) _a " DR a's 3 OUTLET BAFFLE:2746.78 \ ! s o \ AFFLECK ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES z 0.46% LNG Q25=1.53cfs \s✓' \ \ c R7317670020 IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP I � $ $W INV OUT:2744.54 12" (S) E.TENZ a 5 I I 5 8"s _ "s Q25=0.58cfs s 5 Q100=2.13cfs \ \ PLAN PREPARED FOR THIS SITE, REGULAR SITE �88.0' 18" ADS N-12 HP cn I I ®I 40 I I RIM:2748 05T(N) O I Q100=0.81 cfs BLOCK 1 \ A INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE 3 _ \ g ® 0.00% o°.0 SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN W 6 - OO \ ` �" THE NPDES GENERAL PERMIT. L - II I 3 I 744.4 48.07 (S) yew - - I I INV IN:2744.43 12" (E) r � - - \ � \ 49 I I N I INV OUT:2743.58 18" (S) v - - - - 6' 7 3 \ H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN I INLET BAFFLE:2742.75 - - - - - O7 \ \ A ENGINEER AND ACHD. 00 OUTLET BAFFLE:2744.33 I o 0 Q25=1.46cfs I 2 85.5' 18" ADS N-12 HP ACHD STORM DRAIN s �� c� I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM Q100=2.03cfs ^ I - 6 @ 0.00% 6 EASEMENT \ \ DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN I� C. I ACHD STORM DRAIN Cp, \ �, \ MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER ® I I I * EASEMENT O / 6 \ `� PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH II I 11 1 4.3' 12" ADS N-12 HP 4 s \ �o \ SECTION 8018 OF THE ACHD DEVELOPMENT POLICY I O4 I I O @ 0.46% O S0 ` � `� MANUAL AND ISPWC SD-623. I � I � 2 SGT #2 \ \ � T \ I I I 116.7' 18" ADS N-12 HP °' RIM:2748.13 (W) \ �?� \ J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, 3 N I 10 \ l THE CONTRACTOR SHALL CONFORM TO THE STANDARDS o 10.00% I I I RIM:2748.16 (E) �'�� Q: s �A� \ o SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF z I INV IN:2744.52 12" (N) 4„P� O \ o \ `� THE ACHD STORMWATER GUIDELINES. I INV OUT:2743.67 18" (E) r ACHD STORM DRAIN INLET #1 4••PI N I „ EASEMENT-� I ACHD SD-604A, TYPE IV INLET BAFFLE:2743.84 4 PI \ s \ ° \ K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 RIM:2747.69 s OUTLET BAFFLE:2744.42 J� \ \ I I � I -Q25=1.17cfs s AND 8200 OF THE 2017 ACHD POLICY MANUAL. I SUMP.2743.58 G `p= INV OUT:2744.58 12" (W)-Q100=1.63cfs o \ : \ O L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE I O5 6 I Q25=0.59cfs 17 \ \ °� \\ LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE I L I Q100=0.81cfs BLOCK 4 11 \ -s \ `� ELEVATION PER THE INTERNATIONAL BUILDING CODE, 00 � s \ INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN I I i L s I 27 18 \ -7 \\ �\ oA REQUIREMENTS. I I N N I I 5 \\ KEYNOTES I I I �\ 1. SB #1 SEE SEEPAGE BED DETAIL #1/SECTION A-A ON SHEET C4.1 (105'L x 13'W x 8.5'D) �, \ \ 2. SB #2 SEE SEEPAGE BED DETAIL #1/SECTION A-A ON V) I cn N I I s \ �\ SHEET C4.1 (73'L x 13'W x 8.5'D) z I - - 16 \ \ s 26 \ \ \ \ 3. SB #3 SEE SEEPAGE BED DETAIL #1/SECTION A-A ON Q w 19 / \ SHEET C4.1 (83'L x 15'W x 8.5'D) J I O \ i 15.8' 12" ADS N-12 HP \ s \ a \ TI I SDMH #1 \ @ 0.25% \ i �\ c�,\ 4. SB #4 SEE SEEPAGE BED DETAIL #1/SECTION A-A ON N � I 48"0 SDMH FLAT RIM 275023 s INLET #9 5 �N . �, \ Off. \ \ o� SHEET C4.1 (33'L x 13'W x 8.5'D) O e I 5 s ACHD SD-604A, TYPE IV 13 \ $ �� °� z SUMP:2744.74 GP \ \ 5. SB #5 SEE SEEPAGE BED DETAIL 1 SECTION A-A ON I RIM:2749.88 , � E• � # / z w I INV IN:2746.74 12" (E) va i c^\ SHEET C4.1 (155'L x 13'W x 8.5'D) O INV IN:2746.74 12" (W) I INV OU 745.78 a i c�\ z = 2 I INV OUT:2746.78 12" (W) P _ � INV OUT:2746.74 12" (S) ,�, � I I � I } s 25 = Q25=0.71 cfs 8'v� / o \ °� 6. INSTALL GROUND WATER OBSERVATION WELL PER ACHD O Q LJ..I I I � / Q100=0.99cfs e� \ SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION - Q > Q � I 14.7' 12" ADS N-12 HP I I @ 0.27% / 15 BED 5' FROM THE END AND OUTSIDE OF BED A - 3 I 20 6 / �` MINIMUM OF 50' FROM THE PERIMETER OF THE BED. Ooc I oil � N INLET #10. W `�' � i � 1 I s O ACHD SD-604A, TYPE IV \ SDMH #3 s \ -A RIM:2749.88 �� \ 48"0 SDMH FLAT TOP 14 30.5' 12" ADS N-12 HP k \ �^ 7. INSTALL GAP IN SEEPAGE BED PER ACHD STORMWATER - Q III I I I SUMP:2745.78 s RIM:2751.00 50 5 m, \ @ 0.43% o��" DESIGN GUIDELINES DETAIL 07. REFER TO SEWER m - C \ SUMP:2744.01 \ PLANS FOR SLEEVE INFORMATION. G I I O vi INV OUT:2746.78 12" (E) i \ ACHD SD-604A, TYPE IV 3 C Q25=0.40cfs \ J+`�' \ INV IN:2746.51 12" (N) a's 00, I \ Lf \ - II Q100=0.55cfs \ A INV IN:2746.51 12" (W) / s L� s \ RIM:2754.55 -A o N I I I 24 88.5' 12" ADS N-12 HP :d INV OUT:2746.01 18" (S); a O �\ \ SUMP:2750.44 X LLJ II I I s I @ 0.26% \ O� �� / s/ \ �� INV OUT:2751.44 12" (W) °� LU a i ACHD STORM DRAIN F I I w 37.5' 12" ADS N-12 HP \ `C4 19.1' 18" ADS N-12 HP \ f Q25=0.38cfs \ LJ..I Q I .o w i EASEMENT c^ vi � i ��: Q100=0.53cfs01 Fo c 3 I @ 1.28% r @ 0.25% \ s Q \ I I INLET #11 �� \ �.4 I I I ? 21 ACHD SD-604A, TYPE IV a s 6 6 �\ o� W 1 RIM:2750.30. $ s 11 , \ I I g t SUMP:2746.20 $ /1 %x O 4 \ 5 „ \ \ / I I O INV OUT:2747.20 12" S v� 6 a P o -A w N I Q25=0.37cfs a s @ 0 00%8 ADS N-12 HP 38.0' 18" ADS N-12 HP o \ \ / \\ k ° oc^ 0 Q I 1 23 Q100=0.52cfs 5 ACHD STORM DRAIN 10 @ 0.00% \ \ z I 22 15.8' 12" ADS N-12 HP 6i \ °- \ oLn O � s @ 1.33%_� EASEMENT °� 4"P P� \ q Q I �' I �P/ �i � SDMH 2 O O \ INLET #8 / \ a oho o� w I /i a # ACHD SD-604A, TYPE IV .\ F 48"0 SDMH FLAT TOP SGT #5 i o 0 X v I P! RIM:2751.01 W RIM:2754.55 \ c \ w _ 5 /� RIM:2750.64 ( ) w SUMP:2750.31 BLOCK 6 \ s INV IN:2746.99 12" (N) INV IN:2745.96 18" (N) INV IN:2751.31 12" (E) \ a o \ vi I 10 1s /$ e SUMP:2744.99 RIM:2751.06 (E) / / \°� M TOE 3 w, i e O INV OUT:2751.31 12" (W) 3 O N I s = FzN INV IN:2746.99 12" (S) INV OUT:2745.61 18" (E) / i ` z �E $s Q25=0.20cfs c� °A z I v� v+/ P INV OUT:2746.99 12" E INLET BAFFLE:2745.78 c^ \ \ p� $ E ( ) Q100=0.28cfs o 0 5 / 8 s i [BLOCKS OUTLET BAFFLE:2746.36 / v \ \ \ m x 0 D \ \ 14.7' 12" ADS N-12 HP Q25=2.17cfs 4.3' 12" ADS N-12 HP� \ \ a,W, �, o Q100=3.01cfs @ 0.40% \ \ \t^� O w o I I \ 4"PI 4"PI�4"PI $, gyp• * +� a 8's ` @ 1.42% � \ •o 0 7 \ \ � \ U INLET #12 i SGT #4 \ \ o c" ACHD SD-604A, TYPE IV � � RIM:2750.30 i � RIM:2754.90 (N) \ \ � I x SUMP:2746.20 i RIM:2754.92 (S) \\ \\ R* \ \ __ W o \ - INV IN:2751.29 12" (E) O �' a / INV OUT:2747.20 12" (N) , o a'� i INV OUT:2750.44 18" (N) ) z 5 3 \ / Q25=1.06cfs 6 INLET BAFFLE:2750.71 \ \ o \ " 4 / Q100=1.47cfs O OUTLET BAFFLE:2751.29 \ \ \ \ °o 4 O Q25=0.52cfs \\ \\ / \ / O I \ 5 Q100=0.72cfs \ \ \ \ -A U I < z ENGINEERING L.L a c \ O / \ \ \ �occ \ 5725 NORTH DISCOVERY WAY " BOISE,IDAHO 83713 PHONE(208)639-6939 O "� kmengllp.com z MAMIE INVESTMENTS CO LLC \ \ o � \ \ S 1405131304 DESIGN BY: LICK c \ i \ \�\a o< DRAWN BY: LICK z CHECKED BY: LICK a 0 3 I \\ \ Oc / i \ \ o T DATE: MAY 2021 z b � \ \ i °\ \ \ \ Fa O O PROJECT: 22-016 g I \ \ \ Fa SHEET NO. - \ T0. J \ r C4.0 w DC a A L f NC LEGEND Ss\oN��, ENS O WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �O �,� F 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 2 FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 6860 O4 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - --- - ----- - - -- - ------ - O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- i �� 5I10122 0 - - CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 00 I'i� III�II "Q, PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" I C� F OF =1I�L1 PIPE. DRILLED WELLS MAY USE 4" PIPE N FABRIC OVER CHIP DRAIN ROCK -- -_-_NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, S/ A __________ _____-� A C' T III�II-' Q - POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY I o o�P I Q O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES I t I I I I I 3 NOTES: 2 5 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR r STORM DRAINAGE FACILITIES I N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - - _ _ - - _ - _ _ - _ - - - - - - - - - 0 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 w o w 6 ' N.T.S. o III=1 I=1 I=1I=1 o 18" w 11=III=III=III=11- s =11=1I1=1 I1=1I1- o ~- � -III-II1=1I1=1II II1=1II-II1=1I1=i m II I-1 1=1 11=1 11 _ =1 1=1 11=1 11=1 I I- a �o= IIIIIIIIITI�I II 5 o z z 8 3 X 4 w tj OUTLET Li 6 SECTION CONCRETE COLLAR FLo o BAFFLE WALL N > N.T.S. - ELEV B FLOW� O ELEV A N w 4 4 ELEV D w INLET BAFFLE WALL 4 ELEV C 20' STD 9 r7 SECTION A-A N.T.S. NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: o O MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) N.T.S. H_ 11-F USE H =GRADE< 2-FT USE 2 " DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS O EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD s WATERTIGHT SEAL s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION IDAFORHPUBL PUBLIC WORKS GROUNDWATER STANDARD DRAWING FORIDAHPUBL PUBLIC WORKS GROUNDWATER STANDARD DRAWING ACHD STORMWATER DESIGN 2015 SAND AND GREASE TRAP STANDARD DRAWING CONSTRUCTION OBSERVATION WELL S D- 6 2 7 CONSTRUCTION OBSERVATION WELL S D- 6 2 7 GUIDELINES Bo P 01 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 V) NO TREES ARE ALLOWED WITHIN Z SIDEWALK PER ACHD SUPPLEMENTAL 10' OF THE OUTSIDE PERIMETER FINISHED GROUND Q 1,000 GALLON ��A STANDARD DRAWING SD-709. OF THE SEEPAGE BED J SAND AND GREASE TRAP PER CURB AND GUTTER ACHD REQUIREMENTS. REFER PER ROADWAY PLANS. N TO ACHD DETAIL BMP 01. ELEV. - "A" (MIN.) 5 LF OF 18"o* viA��V��V��V��V��V��V�' ADS N-12 HP w w wV��V��V��V��V��V��\��V��\��V��V��V�� ________ _________ „ ;` ` ` ` `i�� `i� s � � � � � � Z o W SD SDI ------- --------- >�� ELEV. - B' 7 T L - J =wcn 3 z = w o LLI ELEV. - "C" O 0 \2_1 5 w w *18"6 PERFORATED ADS N-12 HP. J m - O (/) Q \ TRANSITION 5' IN BED NON-PERFORATED TO ��A /_ z Q PERFORATED PIPE =w LENGTH VARIES, SEE TABLE THIS SHEET �w C) Q o� m Q G Lu SAND AND GREASED RAP GALLON PER PLAN VIEW 2 - ACHD REQUIREMENTS. REFER TO ELEV. - "D" Ln ACHD DETAIL BMP 01. WATERTIGHT CONNECTION W W LOCATIONS, ELEVATIONS, AND z 1Q X ADDITIONAL INFORMATION PER 18"6 SOLID WALL ADS N-12 HP m SHEET C4.0 (EXTEND 5' INTO SEEPAGE BED) WIDTH VARIES, SEE w " * FINISH GROUND MAX. HSGW TABLE THIS SHEET 180 PERFORATED ADS 18 HP = OR ROCK 18" ADS CAP ELEVATION 0% SLOPE KEY � O " 1. ISPWC 801 OR ASTM C33 FILTER SAND. MINIMUM OF 20" 2. 3/4" - 2" ANGULAR ROCK. BAFFLE SPACING 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER - DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. a 4" OF CHIPS PIPE BEDDING 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. X 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. z GROUND WATER OBSERVATION WELL PER 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 0 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL DETAIL. EXTEND MINIMUM OF 1' BELOW WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE z THE BOTTOM OF SAND LAYER PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD O P R 0 FI LE VIEW STORMWATER DESIGN GUIDELINES SECTION 8202.23. Q U w SECTION A - PLAN AND PROFILE SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW o a a z N O O r , GENERAL NOTES ¢ A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS A�00, 5,00„ g SEEPAGE BED TABLE 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL O w z INFORMATION REFER TO THE GEOTECHNICAL INVESTIGATION "APEX 33 EAST SUBDIVISION" PREPARED BY ATLAS, DATED JULY 27, 2021. z BED LENGTH BED WIDTH DESIGN INFILTRATION RATE B. ALL DRAINAGE STRUCTURES SHALL BE HS25 OR GREATER LOAD RATED. Qs L.L SEEPAGE BED BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. O E N G I N E E R I N G (FT) (FT) (IN/HR) D. BED WIDTH SHALL REMAIN CONSTANT. o•_ 5725 NORTH DISCOVERY WAY E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY h SB #1 105 13.0 8.5 2748.02 2746.52 2743.58 2738.02 2728.1 f 5,551 8.0 EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS BOISE,IDAHO 83713 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM PHONE(208)639-6939 SB #2 73 13.0 8.5 2748.15 2746.65 2743.67 2738.15 2728.5f 3,881 8.0 TO ACHIEVE THE REQUIRED INFILTRATION. kmengllp.com F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. SB #3 83 15.0 8.5 2750.48 2748.98 2746.03 2740.48 2730.4f 5,081 8.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. DESIGN BY: LCK 4 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL N SB #4 33 13.0 8.5 2754.88 2753.38 2750.44 2744.88 2732.9f 1,723 8.0 COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. DRAWN BY: LCK a I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. 18" PIPE CHECKED BY: LCK SB #5 155 13.0 8.5 2751.06 2748.81 2745.61 2740.31 2731.7f 8,229 8.0 J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR Q o ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. DATE: MAY 2021 z j 18" PWQF PIPE PROJECT: 22-016 S z PERFORATION SCHEDULE SHEET NO. _ SEEPAGE BED DETAIL #1 3/8" PERFORATIONS IN VALLEY J C4. 1 w NTS OF CORRUGATED PIPE. 5 EA ON 18". 0 � a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. o� \,\C ENS F0 �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. Q C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY U 0 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ,n� 5/10/22 �o ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 97F 0f \pP v SD-507. C. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF _ MERIDIAN STANDARD DRAWING SW3. O0 e� \ \ E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY n \ EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR �i 4"PI 4"PI- 4"Pi 4" 1 4"PI \ �� \ TO INSTALLATION. SERVICE LENGTH AND INVERT ARE \ \ BASED ON STUB LOCATION. STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT. z \ F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC i \ SEWER ALIGNMENT "A", \00 ,9 SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM BLOCK 1 N of \ w z �I k SHEET C5.1 FOR CONTINUATION SEE _ THE PROPERTY LINE TO SANITARY SEWER MAIN. a � 0; � � O BLOCK 4 23 \ � $ \ 37 3 w G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, �OO SSCO #B-1 I SSMH #A-3 (48-INCH) 27 26 25 24 \ N CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP O o \ ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND STA: 1+59.71 OFFSET: 0.00' 1-1217® STA: 2+34.63 OFFSET: 0.00 STA: 4+16.22 STA: 7+18.23 \ \ SEWER, OR RECYCYLED WATER MAIN EASEMENT. N: 684584.03, E: 2461974.30 INV: 2746.01 N: 684658.95, E: 2461974.32 M INV: 2744.07 STA: 4+84.53 STA: 5+50.56 STA: 6+35.03 L: 53.1' \ BLOCK 5 Id„ti d„v Id„t 36 tl1 4agl 4"PI 4"PI 4"Pi L: 50.3' INV: 2744.37 INV: 2744.67 INV: 2745.04 - - - - - - - - - - - - - oo - - - - - - - 1 L: 46.9' L: 49.4' L: 47.4' \\ O KEYNOTES a o -M„8 M„ M„ M - - - - •• '" d a Wes"w U1 \ 4 UTILITY MAIN MAIN CROSSING Z 1+00 2+00 � A• s"w a"w d ••e� i / 3+00 �8' S. UTMOST WAY s„W "S \ / MAINTAIN VERTICAL AND HORIZONTAL O s„e s„a s„a s„a 8"$ 8•`S 4+00 w- " C POTABLE/NON- MAIN LINE SEPARATION cn � 8"S w a"w a"w a"w a'w 7+00 � / 8"S 5 00 / PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER 8"S 8 »�' 6+00 8' g"S ��, \ / NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu -EXISTING SSMH #A-1 (48-INCH) n - - - - - - - - - - - _ _ 3 "S 3 °I / INFORMATION. STA: 1+00.00 OFFSET: 0.00' N: 684718.66, E: 2461974.34 2 - - - - _ a N STA: 1+77.75 STA: 2+49.27 2 - -� - - - - - - - - - - © UTILITY MAIN/SERVICE CROSSING INV: 2744.39 INV: 2743.67 STA: 3+21.33 - STA: 7+42.14 \ \ \ �/ c,/ MAINTAIN VERTICAL AND HORIZONTAL E INV: 2742.37 STA: 3+99.15 INV: 2746.35 POTABLE/NON- MAIN N Vn L: 38.5' L: 37.7' SSMH #A-5 (48-INCH) / MAIN/SERVICE OR t L: 35.7' INV: 2744.02 STA: 4+66.00 STA: 6+76.56 L: 34.6' � STA: 7+42.14 OFFSET: 0.00' SERVICE/SERVICE LINE SEPARATION PER CITY OF L: 38.7' STA: 5+38.14 STA: 6+04.23 INV: 2744.30 INV: 2745.35 a N: 684077.83, E: 2461964.32 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 ' ININV: 2744.60 INV: 2744.90 � � o L: 42.8' L: 42.1' \ / SHEET C1.1 FOR ADDITIONAL INFORMATION. a O O O L: 41.6' L: 40.4' / \ z / � 0 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER IN O 00 O 10 / G MAIN PER CITY OF MERIDIAN REQUIREMENTS. w as„ ® BLOCK 3 6 O7 ) 9 1 / //� 2. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING z o L / G // SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND SSMH #A-4 (48-INCH) 1` // SECTION 8200 OF THE ACHD STORM WATER GUIDELINES N STA: 5+83.53 OFFSET: 0.00' ,1 / // // DETAIL 7, OPTION 2. 00 N: 684235.90, E: 2461951.18 Id„t d„b „b 4"PI 4"PI 4"PI 4 pl / I / - - - - - - - 4Pl, 4! ( - - - - - - - 4"PI ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 3 6 9 mmmmmmw- Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 3' N z Lu aJ O J LL z0 0- 0 z = zo 2765 2765 0 QO w Q - z > Z w Q oQ oJ � 2760 2760 m - 0 Q r.z .. z ) � n z z .. =o '� z O 00 X W L1J =o oo .. _� _ z uc 00 oar - c z0 �� o 00 z6 ��v Z� 00 �o (0rn of w G 2755 alo u- oo 00 u- r- o _ _ °� 'mot u- 00 r- �n�O of of 2755 p~[ W O I� O � 00 00 00 N O co c0 Q N I� r N co00 L _ � �o NN N ��CO06 V) �� NN Lu I g0toM I �� N M�cO � � rn Qrj� � N 21�NZZ O W Q 0]O N N H 0]� Q�N N +� N �Q� > > > + +I� M N N =,n N z O FINISHED GROUND N N E z z z V) =�N Z Z O O N O +r Z Z 0 Q� > > �Q >> > U) CNN - - O U)U)F ? z 2750 2750 00 Z Z Z �� z m > - - cn U)o z z z EXISTING GROUND a I X N N 2745 2745 z I z 0 E o o_ o N U w 2740 2740 of 8" PVC ® 0.4 g 348.9' of " PVC ® 0.42 0 u Q ' 77.6' f 8" PVC © 0. 3% z 0 a 2735 2735 U 74.9' of 8" PVC @ 1.00% Z 0 Z 9.7' of 8" PVC ® 1.00% E N G I N E E R I N G L.L EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY g FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2730 2730 PHOINE SE(08)639 6939 0 kmengllp.com z N O 00 N 0) N d) M Ln O O (D O 0) � 0 rn ao Oa0 co co °o op °o 00 °o r 00 o0 40 Op 00 ap o 6 o 6 DESIGN BY: LCK � u') N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWN BY: LCK CHECKED BY: LCK Q b 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 DATE: MAY 2021 z PROJECT: 22-016 c 0 Z SHEET NO. c s v ti 0 N 1 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. o� \,\C ENS F0 �Y B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 0 5/10/22 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE (nj �� Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pP v SD-507. D. INSTALL STANDARD SERVICE MARKERS PER CITY OF N C• K S MERIDIAN STANDARD DRAWING SW3. / I S I E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER / y _ - SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY I a SEWERSEE ALIGNMENT 00 / EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR ET C5.3 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 3 ti \ BASED ON STUB LOCATION. STATIONING TAKEN FROM o C° \ w / _ CENTERLINE OF SEWER ALIGNMENT. 4 00 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC I BLOCK 4 / BLOCK 4 SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM Z) S N THE PROPERTY LINE TO SANITARY SEWER MAIN. a ca O(n 23 21 O0 15 13 - G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, SEE SHEET C5.0 s o� '= CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP FOR CONTINUATION SSMH #A-6 (48-INCH) SSMH #A-7 (48-INCH) Na SSMH #A-8 (48-INCH) ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND I a STA: 8+19.71 OFFSET: 0.00' STA: 11+63.82 OFFSET: 0.00' � � � STA: 14+12.90 OFFSET: 0.00 SEWER, OR RECYCYLED WATER MAIN EASEMENT. ' w N: 684005.61, E: 2461992.60 N: 684131.07, E: 2462313.02 1---01 N: 684221.90, E: 2462544.96 "PI 4"PI 4"PI 4"PI N00 4»PI 4"PI 4"PI - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - o 00 N KEYNOTES o w 8"w 8"w 8"w 8"w 8"w 8"w 8"w 8"w 8"w 8"w 8" 8"w 8"w ' 8»w »w 8»w cn -8"wXI °° 9+00 10+00 E. CAVERN DR. �° 9 12+00 13+00 14+00 0• 4 UTILITY MAIN/MAIN CROSSING z 11+ 0 MAINTAIN VERTICAL AND HORIZONTAL O ..S $.. 8.,S 81S .S 8l' $..S $,.S 8"S POTABLE/NON-POTABLE MAIN LINE SEPARATION cn ,o �,0, PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j � -k NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INFORMATION. STA: 8+19.71 STA: 8+71.92 STA: 9+37.92 STA: 10+03.92 STA: 10+69.92 STA: 11+38.92 STA: 12+10.92 STA: 12+82.92 STA: 13+54.92 STA: 14+12.90 © UTILITY MAIN/SERVICE CROSSING \ INV: 2747.46 INV: 2747.20 INV: 2746.91 INV: 2746.62 INV: 2746.34 INV: 2746.11 INV: 2744.51 INV: 2744.51 INV: 2748.37 INV: 2749.51 = MAINTAIN VERTICAL AND HORIZONTAL \ L: 40.9' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 41.0' 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. 2 3 4 5 6 7 8 9 10 11 1. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING \ I BLOCK 5 SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND SECTION 8200 OF THE ACHD STORM WATER GUIDELINES o DETAIL 7, OPTION 2. z - - \} 4 f 4F .. .. \ ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 3 6 9 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 3' N z Lu aJ O J LL z0 0- 0 z = zo 2770 2770 0 QO W Q - z > Z W Q oQ oJ � 2765 2765 m - 0 Q _C w� XW � w o c c>o �^ W c 2760 "' o ...,-,� .. �o � � 2760 LJJ C7 Zo =o wz o � LLLI J 0 00 z o ao o'o � 00 � O Z 00 I (V Co 4 N > W Q O 0) N rn 00�p 00 00 Q +Lp N (� (0-00 p p r7 0 It 0) �N ((D ((D LO =�N Z O Q0)00 r- N I� . - ; r- NH� > > 2755 +^ N N 5 QI �o N "'"' Z Z 2755 00 Z Z +Lb N N » _ N z z o FINISHED GROUND cncno zz z N�:� > > > En Cn z a m N m EXISTING GROUND 2750 z 2750 - - - - - - - - - - - - - o E Z 2745 2745 (? N i) , 91' of gPVC ® 1.01u 0 Q 44.1' of 8" PV ® 0.42% ' z N 0 N a 2740 2740 U s z 0 Z ENGINEERING L.L = EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY g FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 2735 PHOINE SE(08)639 6939 0 kmengllp.com z On 00 n (O 00 N O Ln 000 O n(oO r, Ln 00M 00 (o I- � n o00 I- Ln 00 (D o 0 �i Lp LO DESIGN BY: LCK�n Ln Ln LLOL Ln Ln Ln Ln Ln Lno N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWN BY: LCK CHECKED BY: LCK Q b 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 DATE: MAY 2021 z PROJECT: 22-016 Z 0 c SHEET NO. s v ti 0 N 1 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� 1� \ NOTES. 10 E N SE' �Y 11 m B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 1 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE 5110122 �o Q 1 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC 4 PI m SD-507. �iy 0f 72"dD �a 4 PI'4 PI' o ; D. INSTALL STANDARD SERVICE MARKERS PER CITY OF C C' K\N CO � 0 1 MERIDIAN STANDARD DRAWING SW3. "s 8"S / 4 PI o o� E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER a" -S / 4'PI� 1 45 m SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY a s s a'P 4"P STA: 5+79.78 -� 1 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR ® /I 4"PI INV: 2746.56 '= 1 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE�'PI 4,PI 4"PI 4"PI L: 139.8' 0 1 BASED ON STUB LOCATION. STATIONING TAKEN FROM n CENTERLINE OF SEWER ALIGNMENT. /a SSCO #B-6 2 0 o m m Go 3 / 43 RIM:2745.86 m 1 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC INV:2745.49 4" 1 SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY SEWER MAIN. BLOCK 1 `n STA: 5+85.78 O2 I / 37 41 INV: 2746.53 O o - 1 o G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, - 38 39 40 STA: 5+53.38 3-1 L: 110.9' m CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP INV: 2746.27 1 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER ALIGNMENT "A" / " STA: 1+81.09 STA: 4+89.39 L: 53.2' 1 SEWER, OR RECYCYLED WATER MAIN EASEMENT. SEE SHEET C5.0 � I INV: 2743.70 STA: 2+51.66 STA: 4+16.03 STA: 3+42.38 L V47�45.99 44 0 ., 01 0 L: 45.5' INV: 2744.34 INV: 2745.00 INV: 2745.49 w L: 48.9' L: 50.1' L: 45.6' KEYNOTES\ 1 O SSMH #A-3 (48-INCH) - _ _ 1 STA: 2+34.63 OFFSET: 0.00' _ _ N: 684584.03, E: 2461974.30 1 - $"w CC 47 0 1 o O UTILITY MAIN/MAIN CROSSING Z a• m m 1 m MAINTAIN VERTICAL AND HORIZONTAL O / a"w E. TENZING DR. g'w 5 00 STA: 6+07.39 POTABLE/NON-POTABLE MAIN LINE SEPARATION cn a"w g�S � INV: 2745.93 c 3 81"S a w 163• 8 w a W 84+00 g•'g �4? 6x� L: 44.8' ' PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER W NOTE 2 SHEET C1.1 FOR ADDITIONAL $" 3+0p "S \ �; 1 INFORMATION. SSMH #B-3 (48-INCH) m m 1 m STA: 6+07.39 OFFSET: 0.00' N: 684640.40, E: 2462467.73 0 © UTILITY MAIN/SERVICE CROSSING STA: 5+29.78 ` MAINTAIN VERTICAL AND HORIZONTAL 1+71.37 1 INV: 2746.21 O POTABLE/NON-POTABLE MAIN/SERVICE OR 4 / / INV: 2742.87 STA: 4+69.52 L: 39.0' 48 0 0 1 0 STA: 2+37.22 STA: 4+08.70 INV: 2745.83 �. CO. � m m 1 m SERVICE/SERVICE LINE SEPARATION PER CITY OF / L: 44.5' INV: 2742.87 STA: 2+95.15 STA: 3+48.38 o v' �, SEWER ALIGNMENT "B", MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 INV: 2744.67 INV: 2745.07 INV: 2745.45 L: 43.6' G FOR CONTINUATION SEE SHEET C1.1 FOR ADDITIONAL INFORMATION. L: 42.5' L: 36.8' L: 40.9' L: 44.3' 8 9 SHEET C5.3 O ; 1. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING / O 7 o� o �1 1, SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND / O 4 5 O O y '�� ` SECTION 8200 OF THE ACHD STORM WATER GUIDELINES z / / O SSMH #B-2 (48_INCH) o < DETAIL 7, OPTION 2. BLOCK 4 STA: 657.46 8 OFFSET: 5. 0' 1 N 2. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC / co / SSMH (48-INCH) N: 684657.46, E: 2462425.00 ® STANDARD DRAWING SD-506A. STA: 3+03.15 OFFSET: 0.00' 4"Pi_I� N: 684583.96, E: 2462177.45 4'P P1 1 - 4"PI 4"PI I 4"PI 4"PI 1�4 PI 441 4 a ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 3 6 9 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 3' N z Lu aJ O J U- z0 � ° z = � 2765 2765 O Q w Q � 0 2z W Q oQ o � 2760 2760 m - 0 m Zo Z Lj O N z _ o Co lo . 00 v O j 00 iL 00 Co L� oo X W W - ZO �o o W To oo O N 0 N z 2755 z O It w oo N N �N N N 2755 IpC W (� �� - O N O m�Or N-mr6 N 00� 00 00 N Q r p Co� N H O� N N W \J J �0 fNZ 0 MM r- = LO O W Q O M V) N 0WC14 v) > > !/QHm » > 0K9 - ZE: E: V) QC� 0 FINISHED GROUND +� ZZ Cn(nFZ Z 2750 _ +N - - 2750 � » > _ _ - - - Z _. 0 a EXISTING GROUND a m N I N 2745 ' 2745 o , 3 cv z EZ a O co o 3: N 25 .2' of 8" PVC @ 0.42% 9 00 U w 2740 G ® 1 62% 2740 g 20 31 0 46. ' of 8" PVC ® 0.43% o 0 z O a 2735 2735 U s z O Z ENGINEERING L.L = EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY g FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2730 2730 BOISE,IDAHO83713 0 PHONE(208)639-6939 z kmengllp.com O M (o 00 O M to I� O (o 0) 0 (oO 0 00 0 n 06 N LO 0) N . � r- � co 00 00 00 0) 0n O) O O O O O o0 0o ao 't m m of o 0 0 0 o DESIGN BY: LCK N N � N � N n N n N � N n N � N � N � N N N N N N Cq DRAWN BY: LCK N N N N N N N N N N N LJ� CHECKED BY: LCK Q o DATE: MAY 2021 z b 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 - PROJECT: 22-016 Z 0 c SHEET NO. s v ti 0 N 1 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� NOTES. \ ENS 0 �Y F B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE 5110122 �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9C� 9TF 0f \pQ v SD-507. v v I I I -Id„t Id„t D. INSTALL STANDARD SERVICE MARKERS PER CITY OF /a MERIDIAN STANDARD DRAWING SW3. TOE I 5 q"PI 4"PI 4"PI „ " a"PI 4"PI a"oi -firms TOE 4"PI `� E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER T0 -TOE T E �� - �°� I I I SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY I Ar 3: I I EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR =00I TO INSTALLATION. SERVICE LENGTH AND INVERT ARE I I I I BASED ON STUB LOCATION. STATIONING TAKEN FROM SSMH #B-4 SET: INCH) CENTERLINE OF SEWER ALIGNMENT. STA: 9+77.40 OFFSET: 0.00' I I I � I N: 684298.55, E: 2462609.30 I I I I `° I �d•� BLOCK 1 BLOCK 6 C F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC I00 I I I I 21 BLOCK 4 �a.� SD-51 1 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM uj 48 49 50 51 52 I I O 2O I O I O 20 SSMH #C-1 (48-INCH) d THE PROPERTY LINE TO SANITARY SEWER MAIN. Q o STA: 2+76.16 OFFSET: 0.00' o I z I I I I N: 684295.09, E: 2462248.77 G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, I w I I SEWER ALIGNMENT "A" I I STA: 2+53.63 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP I � > I SEE SHEET C5.1 I I O ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND STA: 6+64.83 STA: 7+30.83 STA: 7+96.83 STA: 8+65.83 STA: 9+37.83 co Q I STA: 10+91.84 STA: 1 1+44.28 INV: 2745.80 19 INV: 2746.18 INV: 2746.58 INV: 2746.98 INV: 2748.60 INV: 2750.05 I u I INV: 2750.60 INV: 2750.34 I M I STA: 1+80.85 L: 52.8' SEWER, OR RECYCYLED WATER MAIN EASEMENT. SEWER ALIGNMENT "B", L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' c" L: 45.5' L: 48.4' N INV: 2745.80 FOR CONTINUATION SEE I I I I � I STA: 2+76.16 SHEET C5.2 I BLOCK 5 I I L: 38.5' - _ INV: 2746.00 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _00L: 46.3 KEYNOTES I o• O UTILITY MAIN MAIN CROSSING Z s a" w "w a"w "w "w a w '� a"w a"w 1�° w s" s 18 O z +00 � 00 9+� � ~ 1�(�0 � 1 � � MAINTAIN VERTICAL AND HORIZONTAL O 81, l8"S 8"S 8"S Ts 8'S 8"S 8" I I 8"S 8"S 8"$ `�S. VERTEX WAY T 3T I d 12"SD 12"S° S.TOPPER PL. POTABLE/NON-POTABLE MAIN LINE SEPARATION to Leo' I SSMH #A-7 (48-INCH) 2R. PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER j 8"w 8"w a" STA: 2+76.16 � NOTE 2 SHEET C1.1 FOR ADDITIONAL w ® 18"SD 18"SD I STA: 11+63.82 OFFSET: 0.00' INV: 2746.13 �` ~ ® ® I N: 684131.07, E: 2462313.02 I I s � L: 56.4' INFORMATION. - - - - - - - - - I - - - - - 9 - - - J 4"PI X 4"PI 4"PI 4"PI I z A \ N p UTILITY MAIN/SERVICE CROSSING SSMH #B-5 (48-INCH) I O � STA: 7+44.97 STA: 8+10.97 STA: 8+76.97 STA: 9+44.13 7*1 - w MAINTAIN VERTICAL AND HORIZONTAL INV: 2746.67 INV: 2747.25 INV: 2748.88 INV: 2750.15 STA: 1 1+44.28 OFFSET: 0.00' I \ I N: 684144.37, E: 2462673.15 I I I Q I STA: 1+86.85 1 � STA: 2+76.16 � POTABLE/NON-POTABLE MAIN/SERVICE OR L: 44.5' L: 44.5' L: 44.5' L: 44.5' I INV: 2746.09 I v I INV: 2745.73 SERVICE/SERVICE LINE SEPARATION PER CITY OF O I I I I I I w I L: 51.5' - - L: 69.8 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 11 I I SHEET C1.1 FOR ADDITIONAL INFORMATION. 10 11 12 13 a l � I I I I N � o o� STA: 2+63.84 I I I cn INV: 2745.89 BLOCK 4 I w I I I I I L: 85.5' z I I � I � I I I - I C I 15 17 o � I BLOCK 5 I i I i `� v z O4"PI 4"PI 'PI 4"PI�4" 4"PI 4"PI � I 10 w I ill's � lei I I ALIGNMENT " B" PLAN AND PROFILE ALIGNMENT " C" PLAN AND PROFILE 0 50 100 150 0 3 6 9 0 50 100 150 0 3 6 9 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 3' N z w w O 0- oo z0 F.- 0- cL 2770 2770 2770 2770 z Z 0 0 0p L`' aa - z z W z > 2765 2765 2765 2765 m Q 0 m v UO N " mo Lu X W w O _ I w W zo 00 zo cc CC 00 00 (o I L 2 00 w G G °° z z 2760 1 o� r o 6 2760 2760 3: 2760 W �n co ,_ o U O `� W J J 0],-Lo I� N M t O r� N Z O Z x Z O CO +r N +� N H O 00 I W Q Q 2�N Z O =�N z 0O 010L� 00 00 00� ^ L� I� L/111 cnH� > > �Q� > > �O � � O 0j 2755 FINISHED GROUND 2755 2755 Q 0 o r- r- N U'o O 0 N N +, � 2755 =±Nzz O =NNO - _ _ Cn N E z z z FINISHED GROUND N z N - m - 2750 - -�-- - - - - - - - - - - - - I •• . � 2750 2750 - - - - 2750 EXISTING GROUND a z Z EXISTING GROUND /O 0 I I 4 » Pvc ® 1 g0 Q I U w 166.9' of o a 2745 2745 2745 0 2745 N a N 00 o ' ^ u v I z 370.0' of 8" PVC 0 0.42% O a 2740 2740 2740 2740 U 176.2' of 8" PVC 0 0.62% Z p Z ENGINEERING L.L. = EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY g FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 2735 2735 2735 BOISE, E(08)639 71 PHONE 39 O kmengllp.com z 3 0 ncy) N 0c^o (0n n^ 00 0) N N o N O 1`0O 0 0C14 M 0) o No 0 0 n O DESIGN BY: LCK Lo LLO 0 r- r- � C14 r- � C14 C14 n r- r, N Nr n N N N N N N NNN N N N DRAWN BY: LCK CHECKED BY: LCK Q b 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 0+50 1+00 1+50 2+00 2+50 3+00 DATE: MAY 2021 z PROJECT: 22-016 c 0 Z SHEET NO. c s lal ti 0 N 1 I I I I o ` \ SHEET NOTES s" I I I °' I a \ A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. S\oCENS fNG�y °° I a � I 45 �_ \ -A o f0 I VERTEX \ 0 50 100 150 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL Q� .101 1 3 I I I I P� CHANGES OF DIRECTION PER CITY OF MERIDIAN N I 3 I SUBDIVISION No. 1 /�� o� \\ Plan Scale: 1" = 50' REQUIREMENTS. 860 4"PI 4"PI 4"PI 4"PI - - - - - - , �\ C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN �n� 5110122 z, Q I �•P� �'\ STANDARD DRAWING SW3. y� 9TF 0f 43 46 0� \ D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF ti��N K�NS \ COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' 12"so 12"so 12" o �' �\ OF COVER. J I E. OPTIMUM ST. I 4'P 0 F E. INSTALL WATER VALVE BOX AND LID PER CITY OF 3 4 PI --J PI 44 MERIDIAN STANDARD DRAWING W11. N � � a'� - a"s a"s a"s 8"s s 41 1-8" 45° ELBOW `� F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, \ I REMOVE 2' BLOWOFF ASSEMBLY �; \ AND CONNECT TO EXISTING N: 684676.35, E: 2462421.47 ,�, � CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 40 2 o \ SEROOTING WERGORUSHES RECYCYOLEDEWATERNMAINBLIC WATER EASEMENT. AND 1 8" GATE VALVE h N: 684658.97, E: 2461991.32 O5 1-FIRE HYDRANT ASSEMBLY _ I N 1-8" X 8" X 6' TEE 2 �\ `° 39 1-6" GATE VALVE u, \ 47 \ o 37 38 10 LF 6" PVC - \ a � \ 1-8" 45° ELBOW � � ^ N: 684637.68, E: 2462318.56 SS N: 684655.66, E: 2462473.32 0 CIVIL ACRONYMS 65 LF 8" PVC N �F �n � PSG s 8" A °D I I DEFLECTION POINT 1 2 LF 8 a"s a VC s 2 STA: - ROAD STATION N: 684595.00, E: 2462050.80 110 s d o F \ o MJ - MECHANICAL JOINT I O I N 36 �' N s o oc^ \ FLG - FLANGE o N: - NORTHING E: - FASTING s \ 53 \ L - STATION OFFSET LEFT 3 i ® 270 LF g" PVC ••W a^s Cli / l \ \ q o \ o� R - STATION OFFSET RIGHT I 1-8" TEE 81N \ ° \ w $„W G OF- a's w � 2 \ � � � AFFLECK N 2-8" GATE VALVE i E.TENZIN s R7317670020 60 LF 8" PVC a'S 00 \ KEYNOTES # _O N: 684595.02, E: 2461991.30 8"s s \ O � / \\ 9 J�-�` \ N � 11 3 I 3O 15 LF 8" PVC s _ - Og \ �': \ O UTILITY MAIN/MAIN CROSSING w _ N MAINTAIN VERTICAL AND HORIZONTAL I I _ - 49 o POTABLE/NON-POTABLE MAIN LINE SEPARATION III I DEFLECTION POINT _ - - - - - - so 3 1-FIRE HYDRANT ASSEMBLY 5 c, \ PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER N: 684581.00, E: 2461991.30 I I ® - - - - O NOTE 2 SHEET C1.1 FOR ADDITIONAL 2 7 ® 1-8" X 8" X 6" TEE -` �` I� s 1-6" GATE VALVE A ° ` INFORMATION. I 45 LF 8" PVC I I I 1-FIRE HYDRANT ASSEMBLY O5 O6 \ 10 LF 6" PVC \ I v I I 1-8" X 8" X 6" TEE \, cF, N: 684500.08, E: 2462537.75 c^ I ® N �; s � UTILITY MAIN/SERVICE CROSSING I I 1-6" GATE VALVE O / \ -A MAINTAIN VERTICAL AND HORIZONTAL III I 11 4 i 10 LF 6" PVC O s \ S0 \ �^ POTABLE/NON-POTABLE MAIN/SERVICE OR O N: 684537.22, E: 2461990.49 \ \ 2 -c� `�` SERVICE/SERVICE LINE SEPARATION PER CITY OF II „ 8 I I 1 O \ �, \ �� \ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 II 13 I N 10 2 \ SHEET C1.1 FOR ADDITIONAL INFORMATION. o I I 2 4�\ O a s ��\ \ o z I 140 LF 8" PVC P\ 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" �/4 \ \ y \ METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN I � J-4 4 Pi \ cp, \ \ STANDARD DRAWINGS W1, W2, AND W6 s \ 0 I I I411 4'PI s s \ 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" METERS I I I4-4"PI 4"PI �, G 51 pa �\ ° \ \ O c \ CITY OF MERIDIAN ASTTAN ARDMDRAWINGS W1ETER S W3R AND W6 I R1212' BLOCK 4 11 \ f s \ � - \ 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE I 27 18 y� s \ �,\ o AND NON-POTABLE MAINS. I s DEFLECTION POINT \ �� \ 2 3 \ 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE I I I N °D N: 684397.73, E: 2461977.30� \ a cp; \ `� \ WATER MAINS AND SEEPAGE BEDS. N � 1-FIRE HYDRANT ASSEMBLY O5 s J I I � I BLOCK 3 I C I 2 1-8" X 8" REDUCER \ �� \ 52 \. a 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD I 1-6" GATE VALVE o 1- 2" BLOW-OFF ASSEMBLY FOR 6 DRAWINGS W8 AND W9. I I 6 I I N: 8 6" PVC 12 2 \\ �' \\ Y \ FUTURE: 684330.1 1, MAIN 462766 37 O 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN I O I R788' N: 684318.87, E: 2462298.62 ' I N V STANDARD DRAWINGS DETAIL W12. Cn � 120 LF 8" PVC I 2 I s -A \ 7. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWINGS DETAIL W13. rl i PJG a..pl \ 8. INSTALL WATER SERVICE SLEEVE PER ACHD STORMWATER (y N I I I 3 / \ \ �; i 8 "\ DESIGN GUIDELINES DETAIL 07 - SEEPAGE BED/SEWER & Q C I s \ 55 LF 8" PVC \ s \�5 LF Q�' \ \ o� WATER SERVICE CONFLICT, AND CITY OF MERIDIAN J eS I I DEFLECTION POINT REQUIREMENTS. Oj N: 684278.57, E: 2461968.19 1-8" 45° ELBOW �- /III I I I I 1 N: 684269.51, E: 2462277.05 I I � } s 2S - \ s o - P 1-8" CROSS A \ 0 0 Q L u 000 45 LF 8" PVC / O5 1 FIRE HYDRANT ASSEMBLY i P`�G! 3 8" GATE VALVE o \ C Q / 1-8" X 8" X 6" TEE g 8• �. N: 684273.99, E: 2462631.38 ``� 0 G 1-6" GATE VALVE \60 �F -o �; `� cn i \ w s O 2 \ 10 LF 6" PVC s z > I I 'Co \ N: 684215.25, E: 2462481.37 1-FIRE HYDRANT ASSEMBLYOS G d;" \ O $ �" 0 Q O I 1-8" X 8" X 6" TEE \ s 125 LF 8" PVC ® s icA, 3 I O ��' 1-6" GATE VALVE \ J, \ 1 14 $s 0 oL \ II i 65 LF 8" PVC 10 LF 6" PVC \ �O \ / / „ PVG a•Vd $s / 7�s c� s o� \ o L 2 � s I N: 684232.53, E: 2461968.18 // �� 8 / // \\ .�,L 2 0 N � I I I 24 \ � p 2 \ F � X w \ 0 \ w oc I 3 I 1-8" 1 1.25° ELBOW 21 \ $M1 s BLOCK 6 - \ � w I N I I N. 684165.10, E: 2461968.16 �o a �\ $,sp �® �� \ \ O o00 0� I I a's // / \ o F c^ w I m 23 s 11 \ \ s s � a / � 8 � \ cp o I I I 3 I O O 1-FIRE HYDRANT ASSEMBLY 22 i C 8• s i 5 1-FIRE HYDRANT ASSEMBLY a \ � $ �= P 1 / 2 1-8" X 8" X 6" TEES \ o F I 1-8" X 8" X 6" TEE o $ 85 LF 8" PVC / o Q I 1-6" GATE VALVE i \g0 g�V`�0-01 10 1-6" GATE VALVE \ `� 0 4. 10 LF 6" PVC / o p I 1 w $' N: 684166.54, E:02462675 88 T I N: 684084.37, E: 2462147.12 i �(�. i 1-8" TEE \ 4"P P ®q o I p� i Vd ESN i 2-8" GATE VALVE O 1- 2" BLOW-OFF ASSEMBLY FOR 7 <^ Q i 8' pal a s 9 0 A 0 0 w I N: 684153.10, E: 2462322.65 ° i ' FUTURE WATER MAIN EXTENSION �\ X I N: 684087.61, E: 2462708.57 F \ 2 \ \ \ � \ c Ln 3 I 10 1s I �Pi �/ „ P�Ga�N 8s � � O / � �/ \ \\ \\0 0 TOE N I s p LF 8 $s �' BLOCK 5 \ \ \ O \TOA� I z 6 \ 1 aP� a•Vd Bs � i O ° / /�i � \ \\\ \\\ �\ o \ m o x 0 o \REMOVE 2" BLOWOFF ASSEMBLY 4"PI 4"PI 0 « « ss/ / \ \ \\ oA \`c w I AND CONNECT TO EXISTING Z c 8" GATE VALVE ' a's ' / OO / \ \ '� `" INSTALL 1-8" 1 1.25' ELBOW \ \ \ I X o N: 683979,07, E: 2461888.80 j� Q�G s i \ \ 0+ \ \ -- o � J IW 0 3 \ 11 / \ \ \ / Z Q N \ O 41 X \ \ / O \ \\ \ -A / `" U \ 1-8" TEE \ \ 2-8" GATE VALVE x z 1-8" 1 1.25° ELBOW O \ \ \ 0 Z - - - - - N: 684025.45, E: 2461996.65 \ \ oq w 0 \ ENGINEERING ILL \ \REFER TO THE WILLIAMS \ ° \ 2 i / \ \ \ \ 5725 NORTH DISCOVERY WAY PIPELINE - WATER MAIN CROSSING o " BOISE,IDAHO 83713 0 3 \ \ \ \ PHONE 208 639-6939 o PLANS FOR ADDITIONAL INFORMATION.� \ \ i o � w (SEPARATE PROJECT) \ q i MAMIE INVESTMENTS CO LLC \ \ \ 0.0 `� kmengllp.com \ \ \ \ S1405131304 \ \ A \ i DESIGN BY: LCK \ \ \ \ \\ DRAWN BY: LCK CHECKED BY: LCK a ° 3 I �� \\ \\ \c c / / \\ �\ Fo T T°° DATE: MAY 2021 z U PROJECT: 22-016 g I \ \ \ Fa SHEET NO. Lu _ � TOF J - - a \ c F� W s W ^s 3 w CONNECT TO EXISTING \ A SHEET NOTES a I ID 5 2sss s"s 8" "sue/ 0 ' ' 4" GATE VALVE otAAL f � - - N: 684870.03, E: 2462538.78 \ A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. ss�,�cENS 0-' _ _ 4 0 F N °' - �^ \ 0 50 100 150 B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. Q� 3 I � � - - - A Plan Scale: 1" = 50' C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 8 O \ P \ CROSSINGS. 5110122 �o Q �, I 2 `�� \ D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS '9� qTF OF �OQ IVI 00 i I _ a THE LARGEST DIAMETER PIPE COMING INTO THE FITTING 0 OR VALVE. �N C. K\N 3 I I I VERTEX y \ N 3 I SUBDIVISION No. 1 i k P\ \ E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL a"Pi a"Pi a"Pi 4"Pi \ SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. � I 6 c\\ o� F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING I I N 43 2 0 \ SD-403. I� 6 rn I 12"SD 12"SD 12" D 4'P 46 ` \ G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 42 0\ A PVC OR APPROVED EQUAL. E. OPTIMUM ST. � J I I 4 6 / \ H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER ui / N 3 a Pi 6 \ THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS a a'� a"s s"s s"s s"s 5 6 6 41 44 F�\ WITH PROJECT ENGINEER DURING CONSTRUCTION. o �^ I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE # G I CONNECT TO EXISTING 40 3 \ o \ OWNED, MAINTAINED, AND OPERATED BY THE HOA. I 4" GATE VALVE 2 °� REMOVE RESTRAINED END CAP ® 3 I N: 684669.01, E: 2462016.83 39 i' 47 c�\ KEYNOTES AND CONNECT TO EXISTING `O \ A O O \ 0 UTILITY MAIN/MAIN CROSSING 4" PVC PIPE N: 684668.48, E: 2461827.83 . . e \ �-o MAINTAIN VERTICAL AND HORIZONTAL I I I s N 8� s �� c\ POTABLE/NON-POTABLE MAIN LINE SEPARATION Cn 2 ^ 36 50 LF 4" PVC $"s 8.. S \ °� PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER N N I O NOTE 2 SHEET C 1.1 FOR ADDITIONAL z v N 1-4" GATE VALVE _ - ; _ 2 o� \ INFORMATION. O I A N: 684617.1 1, E: 2462016.81 - - 48 sow N - - u $"w e"s \ \ \ O 53 \ 0 UTILITY MAIN/SERVICE CROSSING Lu ~ I ® s w s ' \ T o MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON- MAIN SERVICE OR I s'w R. a's � � � � AFFLECK / / LO a" s"w s"was' E•TENZING D 3 \ �= �: s OLo SERVICE SERVICE LINE SEPARATION PER CITY OF 1-4" DEFLECTION POINT � 8.s - o \ n� ` R7317670020 / N: 684581.06, E: 2461827.80 s s"s� s"s s"s s"s s's S - \ s 1 - \ \ SHEETMERID C1.R1EQFOR ADDITIONAL EI FORMAT WATER IONS 3 III I 3 I ? O � _ _ _ - O \ \ F 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. N I 2 r _ 18"sD - ® - -N \ so w \\ 49 ,'o o �\ 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.1. I I - \ 1-4" 90 ELBOW O \ I N: 684490.77, E: 2462364.64 ® oq 3. INSTALL 2" SERVICE. I I I 1-4" GATE VALVE 6 2 2 s \ 4. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. z 4 I N: 684552.09, E: 2462016.79 O o, 5. INSTALL ARV PER DETAIL SHEET C7.1. III I 11 O4 A O 2 s \ 50 o � 6. RETAIN AND PROTECT EXISTING 1" SERVICE. I J 2 ` \ Cp. \ �� \\ � 13 I I LO 1-4" 90° ELBOW q'P \ II I 160 LF 4" PVC I I N: 684439.51, E: 2462016.75 2 2 10 I I I I 50 LF 4" PVC 2 2 265 LF 4..PPVC l co I -6 I I I 1 q"P► 4 2 \ s s� OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM I 2 I 12 q"PI \ 51 c\\ SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. I O 1 1® I I I 1-4" TEE N: 684440.35, E: 2462104.75 �` L 1-4" DEFLECTION POINTJ 11 \ , \ IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH NYID. z I I N: 684439.50, E: 2462065.24 1-4" DEFLECTION POINT I 2 � 2 � s \ �\ � I I I N: 684422.50, E: 2461815.69 I � s I 40 LF 4" PVC BLOCK 4 \ �-� � \ \ IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. I I I v I 27 2 18 r,� I I I `S s 2 I O 2 \ N z I I I 2 BLOCK 3 I W I I � 2 \ \ 3 O I O \ s \ 1-4" GATE VALVE \ \ N: 684348.10, E: 2462754.93� \ ' �\ I I 145 LF 4" PVC I ? i O W A s I I I I w I 2 19 \ \ s cp: \ ' a v�r� 1 °`� z = / \ 1-4" 90' ELBOW \ / O Q ITI I I / 1-4" GATE VALVE 2 I I s \ N: 684281.68, E: 2462578.47 I I I I 2 O / E i 1-4" GATE VALVE r I O I � I I ,„ a� N: 684289.90, E: 2462779.03 z /II I I A 1-4" DEFLECTION POINT I s I N 1 p�' PSG �P� i : i T \\ , \\ 0 0 Q z II I I N: 684278.62, E: 2461804.69 I 25 \ s o / 15 120 LF / 8 v� 1-4" 90' ELBOW I N I O \ N: 684238.79, E: 2462468.99 - / 0 0, \ 2 \ W /IQn s N \ W - 8 1 G n '� O 6 \ c^ W 5 V I \ 14 2 1-4" GATE VALVE 1 0 $ o G 11 I I 2 I s a'w s N: 684217.54, E: 2462603.60 I I I ,r s o \ Lu I� I> I 24 2 5 \ G \ o� \ I s I O I 11 I� w I 1-4" 22.5' ELBOW-,"" \ a' / $s - \ f \ BLOCK 6 \ I : J v N: 684184.55, E: 2462104.66 21 \ co N: / a"s ® - No \ cA \ 0wox N I -ZtI 2 �� 8� $SO / �T \ ��. \ O AO O� V / I IN 2 I I 1-4" 90' ELBOW �" e s �� ; ®\ \ 1-4" 90° ELBOW o W I I I I 1 85 LF 4" PVC N: 684106.91, E: 2462135.08 $ s "sO ''\� 11 \\ ��` 5 s N: 684144.38, E: 2462839.29 o 10 LF 4" PVC 2 -/ $� s �� -0 \ q P ASP \ moo 0 Q uj N I �1 23 22 avJ / /'� 10 1-4" TEE \\ \ �20 o z 1 N: 684104.82, E: 2462647.76 0 LF P� \ c z w I a 2 10 1I �' PSG L1'P� - ' s� P�I��Nas i / O 1 : ��1-4" 90° ELBOW \\ �oo , 0 684098.08, E: 2462727.50 0 0 \ w I 1-4" 45° ELBOW 5 c \ U u I I N: 684042.04, E: 2461804.61 1 s I �,Q� ' $w s i - 8 2 \ \�o TOE ° 'n I 20 LF 4" PVC a N �= - e BLOCK 5 - 10 LF 4" PVC \ O 1-4" 45° ELBOW s �' $s \ op \ I N: 684028.96, E: 2461817.68 LF / 2 - 1-4" GATE VALVE \ \ \ 1-4" GATE VALVE x \ 1-4" 22.5° ELBOW \ \ \ c� I I \ 110 LF 4" PVC 1 $.� N: 684058.93, E: 2462012.60� � \ ate,, o,,, N: 684107.59, E: 2462654.83 ,�'� z 3 I I I \ q•'PI 4"PI w. «. ,a s - 2 i \ \ - o Z , 1-4" GATE VALVE VALVE Y I c \ 2 - 6cS e N: 684034.74�E: 2461950 84� � ' / O i / 11 44 22A5°E E BOW \\ \ o cn \z \ _ \ \ I x U 1-4" TEE 20 LF 4" PVC 1-4" 45° ELBOW \ \ �,, \ \ _ 1-4" GATE VALE o Q; 5 2 N: 684106 24, E: 2462724.12 \ \ \ I I W 3 1-4' 45' ELBOW / O \ \ \ 1 l O ENGINEERING Z N 1-4" 22.5° ELBOW�a n - PSG i \\ \\ o \ o \ o'4u xILL N: 684028.93, E: 2461929.99 1 i o \ \ \\ 5725 NORTH DISCOVERY WAY 1-4" GATE VALVE \\ \ / BOISE,IDAHO 83713 O - N: 683964.17, E: 2461955.35 \ \ \ 1 / PHONE(208)639-6939 i 2 i \ \\ \ o I x kmengllp.com z m o 4 DESIGN BY: LICK \ o w N 61 \ � 1- O i \ \ \ o DRAWN BY: LICK g \ i \ \ a \ x CHECKED BY: LICK Q � 1-4" 45° ELBOW 2 i i -occ N: 683869.89, E: 2461992.29 o I \ �� \ o " - \ \ \ a DATE: MAY 2021 0 I I \ \ 30 LF 4" PVC 2 i MAMIE INVESTMENTS CO LLC \ \ oA �\ z S1405131304 \ \ \ ,, N PROJECT: 22-016 Q� t r, SHEET NO. _ \ \� . W 1-4" 45' ELBOW r°F \ C70 � 3 I \ \ �N: 683858.43, E: 2462018.52 r �pNAL NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN ss fNc, THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE moo```` \,�p ENS f0 ADEQUATE VENTING. P/L FRAME AND COVER LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. 860 J, 5110122 0 3' MIN. APPROVED METAL OR PL ST C TAG WITH"NON-PO ABLE ��y PF OF 5'-MAX WATER DON'T DRINK"IS REQUIRED ��N C. KEN FIBERGLASS STUB 1"0 PE PIPE 24"0 CONCRETE 4"0 THREADED PIPE. LENGTH 10 V COVER WATERMAN MODEL CR-100 CAP OR PLUG FINISH AS REQUIRED. VALVE BOX AIR RELEASE VALVE (OR EQUAL) GRADE a -I I li I I I �I li I I I III- 1-1/2"0 GALVANIZED 'I III III III III I' I I I III IRON NIPPLE & 90' ELBOW " I I NOTE: MAIN I I I I III _I I 1. 2'-6" MIN., 5-0" MAX. + IN UNPAVED AREAS BALL VALVE CURB STOP APPROVED"METAL OR PLASTIC �I - " WHERE THE LINE IS I (MUELLER 300 OR EQUAL TAG WITH NON-POTABLE 1-1/2 0 SCH. 40 FREE DRAINING. WATER DO NOT DRINK" IS —III III GALVANIZED IRON M 1-1/2" REQUIRED. CONNECT TO VALVE I III ° III PIPE RISER 2. 3'-6" MIN., 5'-0" MAX. o TAPPING v • IN PAVED AREAS OR BOX WITH EYE BOLT AND WIRE TIE ° . Q SADDLE z WHERE THE LINE IS N O °III I I NOT FREE DRAINING. 6" MIN. IRRIGATION 3. FINDER WIRE AND p I +1 1-1/2"0 GALVANIZED Lu TRENCH 8 _ co IRON PIPE 8 MAIN IDENTIFICATION Z _ 00, O OO OOO O O 0,OOO I I I BACKFILL a a TAPE REQ'D. PER w N O O 0 _— v v THE I.S.P.W.C. 4"0 PVC OR ABS 0 O 506 O DIVISION 900. PIPE VALVE BOX =�0 OO O OO 0 = — v , , a NOTCH 4"fZ1 VALVE POLYETHYLENE - 0 O O %_� — — v, I BOX OVER PIPE WITH _ O O O0 0 0 O O 00 O00 0 0 U�ll III I IIIMIN. O 000, 00000 O, � � j C 0 0O0 01-1/2" BRANCH SLOPE O O OO O O OOOO I I z TEE TO DRAIN c OO 00 OO O O O O - - I1 00 0 0 0 1 0 00 0 00 SCALE: NONE � 1"!D STOP- I I _O 0—I I 0 TOP- PROVIDE LONG RADIUS BENDBRONZE CURB S MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE 2 CUBIC YARDS MINIMUM-1MAIN LINE AIR RELEASE LINE APPROVED EQUAL. I I I OI I WITHOUT KINKS OR DISTORTION —I �=2" WASHED DRAIN ROCK,: N TS _ .I I OR AS REQUIRED. I l i �=l � I I Ed TAPPING SADDLE DIG TO FREE (ROMAC 101S OR APPROVED EQUAL) DRAINING SOILS TYPICAL V SERVICE TYPICAL MAIN LINE DRAIN z N TS N TS Q J AC PAVEMENT BY OTHERS PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 N z z LLJ —3/4" MINUS BASE, BY OTHERS O c > VARIES 4"-6" I z LLJ Ld V) SPIT-RUN SUB-BASE, BY OTHERS z = O 0 Q 00 VARIES, 10"-16" ---- ----,� I (/7 V) = p p p TEMPORARY BACKFILL AS o c� O D 0 REQUIRED TO MAINTAIN lO O 0 z G a -1 2" COVER OVER SLEEVE Q SUB GRADE ELEVATION, BY Q z w OTHERS, SEE NOTE 1 BELOWLd Q o 3: COORDINATE WITH PAVING -I I I I I PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT N _ — — CONTRACTOR FOR REMOVAL I I 1----SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND X Lu OF TEMPORARY BACKFILL � COMPACTED TO 95% DENSITY. CC LOCATED ABOVE SUBGRADE MIN. 6" N FINDER TAPE CARBON MODEL 910T COVER LID TO READ: � G — 11 NON-POTABLE WATER - FOR IRRIGATION ONLY pC O LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING (2) 3" CLASS 200 SIGNAL LLJ > Lu CONDUIT WITH 1/4 2" p[ NYLON PULL ROPES ISPWC TYPE-I PIPE BEDDING FINISHED TOPSOIL GRADE COMPACTED TO 95% DENSITY. a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111 c.n N PIPE AND BELL CARSON MODEL 910 a 10" VALVE BOX LLJ MIN. 4" TRACER WIRE LOOP a MIN. 6" SLEEVE MIN. 6' SKIDS PER ISPWC SD 307. 2" VALVE NUT u SEE SLEEV SCHEDULE THIS SEE DIA. SEE FOR MA EREAL AND M N'IMUM SIZE SHEET NOTE 5 NOTE 5 z z 0 ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS U JOINT RESTRAINT REQUIRED UNI-FLANGE SERIES 1300 OR EQUAL " PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN a NOTES: NOTCH PVC BOX, BOTH SIDES " 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z 3 FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z 4" 5.36" 8" PVC C900 8 28" SUB—BASE, ROAD BASE AND PAVEMENT. 0 ZAdmk 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT—OF—WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. 6" MIN. a ° 6 fl`l. ° ° #4 REBAR 0 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" VARIES 6'o E N G I N E E R I N G L.L a SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 5725 NORTH DISCOVERY WAY PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 1 2" MIN. MIN. °° °MIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHO83713 10" 12.79" 16" PVC C905 15.92" ° n ° v UNDER 10" PVC PIPE PHONE(208)639-6939 O 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° °° ° kmengllp.com z 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° ' 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LCK N NOTES: DRAWN BY: LCK Z 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION g A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND CHECKED BY: LCK PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR Q Z PIPE BELL. PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: ° B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL DATE: MAY 2021 z PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 22-016 SHEET NO. s TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7. 1 w N TS N TS a SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH SS�ONAL £H�� I VERTEX 45 $ CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �p�� \�ENSFp 'L 0 50 100 150 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY l N I i SUBDIVISION No. 1 \ CONFLICTS EXIST. 3 0 `� Plan Scale: 1" = 50' 6860 N 4"PI 4"PI 4"PI 4"PI p\ \ B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 5/10/22 � — — — — — — , c\ o CITY OF MERIDIAN. 9 v 0 1 3 1 P\ o \ C. SERVICE — ALL STREET LIGHTS SHALL HAVE 100 ��y rF OF N 3 43 \ UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE ��/�/ C. K\N \ 12"SD 12"SD 1 4'P� VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. 2" D I 42 �n �\ CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE � 46 �, I E. OPTIMUM ST. 00 4'PI LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL J II 4 PI PI�� / \ UTILITY AND PAVEMENT CROSSINGS. / 3 4 PI I 44 \ N 3 co41 \ D. METERING — CONTRACTOR SHALL COORDINATE METER I 8" — 8"s 8"s 8"s 8"s s °' LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. 40 1 \ WHERE A METERED SYSTEM IS REQUIRED, NEW o \ DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 1 p 3 ® y, 1 — 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH °° I N END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE W N w \ � c \ o� ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY a 1 O O \ \ HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL o / a \ o °� ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS s I I 1 I I u $w AFFLECK WHEN THE ADJACENT PROPERTY IS DEVELOPED. I 1 a,s 8„ s \ oa R7317670020 I I O 36 Sw s ®\ \ o CITY OF MERIDIAN STREET LIGHT NOTES I I N1 I I - - - _ N a"w ash \ \ cp, \ 48 53 \ 1 I � 1 — — — — — — \ s \ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF I w ® �, s„w a"s / \ o \ o THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL 1 3 I —8„w / \ \ o ° \ `� ELECTRIC CODE. 1 I 1 8„ 8„w a"w 8" 8„E TENZING pR. a s 3 / / �': w, cn \ s o 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE z as N � ' \ �° \ \ ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT O I I s 8"s 8"s 8"s 8"s 8"s s n \ � -AAND REQUEST INSPECTIONS. v� � ® O3 s _ — ' \ o 0 �" 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, w Lu I I 1 3 I — \ 49 0 AND FOR THE POLE AND ASSOCIATED WIRING. 1 I r _ _ _ — — �' g \ `� \ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND 1 1 I I I ® — — _ — — — — \ �° \ \ 2' MIN. FROM WATER METERS. A°A \ �^ 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 1 I a I I I O6 \ \ COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 1 ® N I I I C I 5 / \ \ , \ 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS I 1 I I I I O o \ o REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 6-� I I i /�P' 10 \ wcp \ LEGEND o I I I 4 P \ � INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST � I I 0 J�^PI \ \ CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 � I I �' 4°PI 4"PI I 1 4"PI 4 PI s J' - O \\o $ STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN \\ I O I ® I o \ L � \ 51 0 �' c^ SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING \ HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED y I L I BLOCK 4 11 \ f s \ ° \ FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR I I N s \ STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND I I UTILITY COORDINATOR. INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, I I xN I I s s \ DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST I I �\ CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 I I I -° BLOCK 3 I \\ \\ 52 0\ STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE Cp, \ \ \\ \ LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR N N I STREET LIGHTING) OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND 00 I i s I 26 / _ \ 16 �i \ s \\ / // / \\ �\ UTILITY COORDINATOR. z 1 w cp, / ew o� \\ �* EXISTING TYPE 1 STREET LIGHT Q \ \ s \ ` J 1—I N I I \ \ / // a,w \ (V / s \ q \ s o EXISTING TYPE 2 STREET LIGHT i s I I I s s 13 \ sw cP�E� 0 z Lu I S \ -A Z2 I 25 \ s P�!' aw o \ o Q Lu I I I / I N I aP aw / � 0 s N \ w aw s \ -A I 1 i _ s \ / 14 3 1 _0D I N 1 1 1 \ o� \ aw \ s s \ \ — I I I 24 \ `'o� \ / / w/ ss ' ' °\ G S I s / \ W � \ ° X w 2 I I A _�, � \ I 1 w \ �� a // \ f BLOCK 6 Fc \ L u I1 °° -A J Lu I I 1 , so ► 11 \ \ L u zN I 23 � // // � i /P \ / \ Lu TOE o vi 3 cui / \ \ O rop� I z N 1 8 s / o�, m � x m I I I \ \ 4"PI 4"PI-F-4"PI / N w 8w gs/ / „/ \\ \\ \ o�� \c o o w U \ o / \ mL J x , I 0 — T \ \ w ENGINEERING IL g c \\ ' \ \ 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 z PHONE(208)639-6939 O MAMIE INVESTMENTS CO LLC \\ \ \ °o � kmengllp.com z 1 \\ \\ o 51405131304 p o I \ \ c \ �� / / \\ \\\\ a o N DESIGN BY: LCK � °<A DRAWN BY: LCK CHECKED BY: LCK a 0 3 I \\ \c / / \ o r DATE: MAY 2021 z u °\ \ PROJECT: 22-016 z 2 a I I \ _ / � \� roF SHEET N0. J r C9.O w 9 o cV 1/ir i S