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HomeMy WebLinkAboutConstruction Drawings C�WE i111�1 S�pN A L f Nc Public IDAHO �<c`' pENS %y %%lib DepwbnwdAPEX NORTHWEST SUBDIVISION F` NO , 4 De*n&0ca modm 6Wppla■udd Speal mbne 16860 0 40 80 160 240 � PROJECT • 9 � CONSTRUCTION PLANS ELv�,yrFOF � � Plan Scale ■ ti ■ �N C. KEN MERIDIAN , IDAHO N Digitally signed by Lachlin Kinsella, P.E. ' Date: 2023.05.30 ® 10:14:24 -06'00' BLOCK 11 E.LAKE HAZEL RD. M 11 10 O9 O8 O7 6 O5 O4 O3 O2 1 MERIDIAN, o IDAHO Ln Lu LOCATION MAP p D w o ' E. CRESCENDO ST. o a �; mm LLLLLLI } (� Ln m BLOCK 15 U z N 1 O o L o z 55 56 57 58 59 60 61 62 63 64 65 VICINITY MAP L W W NO SCALE w INDEX OF DRAWINGS 2 35 0 0 SHEET NO. SHEET TITLE SHEET DESCRIPTION V Q BLOCK 7 C1 .0 COVER SHEET 45 44 43 42 41 40 39 38 37 36 46 O O O O C1 .1 NOTES, ACRONYMS, LEGEND C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN z �.'..� •;.47 C2.0 ROADWAY IMPROVEMENT PLANS MINI RAB TRAFFIC ANALYSIS AND DESIGN GENERAL NOTES & TYPICAL SECTIONS E. ESCALATION ST. C2.1 ROADWAY IMPROVEMENT PLANS MINI RAB TRAFFIC ANALYSIS AND DESIGN ROUNDABOUT PLAN 49 C2.2 ROADWAY IMPROVEMENT PLANS MINI RAB TRAFFIC ANALYSIS AND DESIGN ROUNDABOUT CURVE PLAN & TABLE C2.3 ROADWAY IMPROVEMENT PLANS MINI RAB TRAFFIC ANALYSIS AND DESIGN SIGNAGE & STRIPING PLAN 50 BLOCK 9 15 16 17 18 19 20 21 22 23 24 APEX NORTHWEST No. 3 C2.4 ROADWAY IMPROVEMENT PLANS MINI RAB TRAFFIC ANALYSIS AND DESIGN CONSTRUCTION DETAILS 51 ; SUBDIVISION C2.5 ROADWAY IMPROVEMENT PLANS E. PHENOMENAL ST. PLAN AND PROFILE a a Q z C2.6 ROADWAY IMPROVEMENT PLANS S. TOPS AVE. PLAN AND PROFILE o a :ALLEY(PRIVATE)'.: 14 .. Q C2.7 ROADWAY IMPROVEMENT PLANS E. ESCALATION ST. PLAN AND PROFILE N 53 LA C2.8 ROADWAY IMPROVEMENT PLANS E. CRESCENDO ST. PLAN AND PROFILE z "' z C2.9 ROADWAY IMPROVEMENT PLANS S. SUBLIMITY AVE. PLAN AND PROFILE O O O O O O O O O � 13 12 11 10 9 8 7 6 5 4 54 C2.10 ROADWAY IMPROVEMENT PLANS S. SUBLIMITY AVE. PLAN AND PROFILE Ln O C2.11 ROADWAY IMPROVEMENT PLANS S. SUBLIMITY AVE. PLAN AND PROFILE _ C2.12 ROADWAY IMPROVEMENT PLANS ALLEY PRIVATE PLAN AND PROFILE m 0 Lu BLOCK 14 _ _ E. PHENOMENAL ST. 1 C2.13 ROADWAY IMPROVEMENT PLANS SIGNAGE AND STRIPING PLAN N z t/) DC C2.14 ROADWAY IMPROVEMENT PLANS STREET SECTIONS Q Lu Lu 0 C3.0 GRADING IMPROVEMENT PLANS C4.0 STORM WATER IMPROVEMENT PLANS Lu Uc C4.1 STORM WATER IMPROVEMENT PLANS DETAILS G O C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE ALIGNMENT "B" PLAN AND PROFILE z C6.0 WATER IMPROVEMENT PLAN x L L] C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS Q C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS C9.0 STREET LIGHT IMPROVEMENT PLAN 1-1 .0 LANDSCAPE COVER 1-2.0 LANDSCAPE PLAN z O 1-3.0 LANDSCAPE ENLARGEMENT DETAILS U 1-4.0 LANDSCAPE ENLARGEMENT DETAILS N L5.0 FENCING EXHIBIT CONTACT INFORMATION Ln OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT LEGAL DESCRIPTION z BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, O BLOCK 13 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2022 " MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 a 1 CONTACT: ZACH MEYERS CONTACT: LACHLIN KINSELLA, P.E. PHONE: (208) 378-4000 PHONE: (208) 639-6939 O DATUM Y FAX: (208) 377-8962 FAX: (208) 639-6930 Li- EMAIL: zmeyers®brightoncorp.com EMAIL: Ikinsella®kmengllp.com E N G I N E E R I N G a HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE ZONE 1 103 (IDAHO WEST) ZONE WAY . VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL 5725 NORTH DIBOISE,IDASCSCOVERY VERY D I G LI N E DATUM OF 1988 (NAVD88). PHONE(208)639-6939 kmengllp.com z ° THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE BENCHMARK DESIGN BY: LCK CONTRAC#TOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT - ANY ANPHONE D ALLL00DAMAGES 5TO 85 EXISTTING UNDERGROUND EFORE COMMENCING OUTIILI IES. CONTRACTOR IS FULLY RESPONSIBLE FOR POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION DRAWN BY: LCK g Z /-W - CHECKED BY: LCK Q1 O 685663.835 2459115.907 2740.473 BRASS CAP COMPLIANCE DATE: MAY 2023 z0 _ _ 2 O 688363.789 2459090.489 2762.068 BRASS CAP PROJECT: 22 053 - E. LAKE HAZEL RD.- THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD o O _ POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO 3 688362.229 2456489.121 2727.617 5/8" REBAR SHEET NO. o N LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN J_ _ EBAR YC N - - - 4 685677.688 2456434.470 2736.715 5/8" REBAR C 1.O w WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: N • NONE "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." 2 CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS �S,S\ONAL E4/0 STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE Q O GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION U CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER ,r 5/30/23 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR � �p Q P v PUBLIC WORKS CONSTRUCTION (ISPWC) 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY 7 9T THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.org FLG - FLANGE R - STATION OFFSET RIGHT Cl F OF CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. AND/OR UnTHE REQUIREMENTS S), MERIDIAN DESIGN F THE IDAHO TRANSPORTATION REQUIREMENTS (ITD). COUNTY MORE STRINGENT HWAY DISTRICT ANY H F 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE C. K\NS THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE SITE, IT COULD BE GROUNDS FOR "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (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 N 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD Q o 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 n 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 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. LEGEND 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. w 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 a CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE 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 TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. - - OFFSITE BOUNDARY LINE V) m 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 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. o DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE j � w 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 Lu tz 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 ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. RIGHT-OF-WAY LINE w 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 APEX NORTHWEST SUBDIVISION NO. � PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 4 FINAL 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. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. FOUND 1/2 INCH REBAR o 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. 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 QO FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT. a 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 "IDAHO 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 ONS REFERRED TO IN AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. 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 o 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS ( 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, 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 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. S� STORMDRAIN LINE ROUGH GRADING PLAN. P� 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 FROM ALL BUILDINGS. 0 SEWER MANHOLE 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 . 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 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 W / SINGLE WATER SERVICE O 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 z 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 z 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 O W 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL FOR PUBLIC SAFETY. Ln O W 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 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE > = J CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO -s- SANITARY SEWER LINE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. Q Q 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO WATER LINE m 0 2i EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. 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 LA Z Z GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES °P °P OVERHEAD POWER LINE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY SITE. 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 GI GRAVITY IRRIGATION LINE V) VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). W 0 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 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. WATER VALVE w PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS � _ S PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER 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 THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE SUBGRADE, AL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT O O CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE CQ) POWER POLE Z THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL ENGINEERING REPORT. LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION Z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. FROM DEQ PRIOR TO ANY DEWATERING. m POWER BOX x DEMOLITION NOTES 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE W DRAINAGE 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 EP- EDGE OF PAVEMENT 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'. -Ec- -Ec- EDGE OF GRAVEL Q . FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL 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 CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY INSTALLATION THE LOWER ZONES AND 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 COMPACTED . BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS REMOVAL FROM THE SITE. BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC 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. 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 z 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 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 O FINAL ACCEPTANCE. X 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR N REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC U COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. 3 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 PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. Z 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 (� z CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. z 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. O APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. 0 U UTILITY NOTES 12 CONTRACTORUCTION.SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO z O Y 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ILLZ IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G a A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). BOISE,IDAHO 83713 O 3 PHONE(208)639 6939 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN 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. DESIGN BY: LCK 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE } ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL 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 DATE: MAY 2023 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE Z D OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 22 053 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION o OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, J THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. ^ w M 0 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. �o�cFSS\oCENSFNc�'1' 0 50 100 150 B. OVER-EXCAVATION IS ANTICIPATED IN AREAS WHERE 4 EXISTING OPEN DITCHES ARE PROPOSED TO BE REMOVED Plan Scale: 1" = 50' IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE 6860 \ - CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS 5130123 OF THE GEOTECHNICAL ENGINEER FOR DITCH s� xl \ \ \ EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL 9 9TF �QPIv \ \ \ \ BE INSPECTED BY A TESTING COMPANY OR THE �,S,C OF S(v \ \ GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE C. Y, AND/ OR BACKFILL OF THE DITCH. TOP TOP TOP TOP TOP TOP�—TOP TOP TQP TOP TOP TOP TO\ TOP TOP \ TOP TOP SDP— — P TOP TOP TOP \ TOP TOP TOP TOP TOP TOP \TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP II TOP ITOP TOP TOP TOP \ x 9 � / \ PROJECT BOUNDARY KEYNOTES\ \ \ �2) 39, I I 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND \ \ \ 4"PI 4 PI 4"P 1} PI PAVEMENT PATCH PER ISPWC SD-303 AND ACHD 0 50 100 150 \\ \\ / /\ \ \ \ �2 \ 7 I I r \ \ I REQUIREMENTS. Plan Scale: 1" = 50' \ s \ \ � � 2�3 I Q I \ \ 2. CONNECT TO EXISTING WATER SYSTEM PER WATER \ 12 \ r G\ \ 8 I I I \ IMPROVEMENT PLANS. m 100 \\ \ �'� \ \ r � 3. RETAIN AND PROTECT SEWER MAIN. Q o \ I \ \ 3 \ \ I I 00 4. RETAIN AND PROTECT SEWER SERVICE. `n \ 00 N Wa 5. REMOVE SEWER SERVICE PER CITY OF MERIDIAN 00 \ — — \ — \ � — N I f � 1 \ REQUIREMENTS. F� 2731_ — \ \ \ — — — — — — — 6. REMOVE CLEANOUT AND CONNECT TO SEWER MAIN PER uj — t \ 4 4 4 4 4 4 > I� EG_� EG N 9 \ \ w w 4 \ 4 4 I I I SEWER IMPROVEMENT PLANS. S 1 18"S 18"S 1 E '�v>\ \ O I— I \ y �o Z W — = E EG�—� \ i x '�, \ \ 8 co ` — — — — — — — 7. RETAIN AND PROTECT PRESSURE IRRIGATION } \ 1 I \\ \ \ v z w r — — — — — — — IMPROVEMENTS. CONNECT TO EXISTING SYSTEM PER I N \ \\\ \ �' as \ o N 2 1 'j o . � PRESSURE IRRIGATION IMPROVEMENT PLANS. Nco I II I n I I \ yr W rn rn V7 �N W (n rn $ :r •f f r In r s \ 3 \ \ O 8. RELOCATE OR REMOVE AND SALVAGE ROAD AND — W A s"w s"w� ' 8"w 8"w SIDEWALK TERMINUS SIGNS TO OWNERS. N g z MATCH LINE - SEE ' - - - - W — — — — — — — — — — — — — — — — — — — — — — — To� W �>� EG EG EG G EG EG EG GCE EGA E , 1 E CRESCENDO ST. W X \\\ \\\ I I I \, 5 a"s 8" 12 s"s s"s s"s a"s s "s e"s a s 8"S a"s 8"S " 12 e"s e"s 8"S S 8"S s"s "s 8's 9. REMOVE GRAVITY IRRIGATION DITCH. SEE SHEET NOTE B w / 3 FOR ADDITIONAL INFORMATION. vi BELOW RIGHT �P— \� EG — — — — —E — EG — — G — — —EG — E EG EG — EG — EG �_ EG — — EG — — EG' — �e — — EG _ H J w 0 \ \\ x I I N N \� N \ \ VI Vl (/1 ���j _ Z l�, 10. REMOVE GRAVITY IRRIGATION PIPE. 1 I\ I W I a \ - 1 — - - - - — TO— ll N I Iwl \ \ i 8 I ° I 1 1 ADDITIONALEINFORMATION HAZEL CDA PROJECT FOR o 4 4 4 4 4 4 4 4 �\ 4 4 I I \ IW N 2j3 ally III r I W \ \ \ I I n \ 12. REMOVE GRAVEL MAINTENANCE ROAD. Q I 12 2 13. RETAIN AND PROTECT WATER SYSTEM. 15 I N 13 16 I I I I 12 WI 9 \ \ 516 I I \ 14. REMOVE TEMPORARY STORM DRAIN POND AND SWALES. o , 15. REFER TO WATKINS DRAIN PROJECT FOR ADDITIONAL INFORMATION. RETAIN AND PROTECT GRAVITY IRRIGATION APEX NORTHWEST No. 3 PIPES AND STRUCTURES. SUBDIVISION N _ 16. REFER TO E. LAKE HAZEL RD. SEWER AND WATER \ \ \ \ I I I PROJECT FOR ADDITIONAL INFORMATION. i� rl I w I \ I v5 25' CITY OF w 2j33 I I W F- MERIDIAN SEWEREASE \ \ \ \ I I I I \ I 4 i I 4"RI 4' 4"PI 4"PI W N I I I I W 0 I \,�, � b NW I of I o� l _I � 11 �R, \ I I N I \ CITY OF MERIDIAN I W 3 \ \ I I \ 3 I UTILITY EASEMENT W I I \ LEGEND Q I N I , W -•I ID POWER EASEMENT I \ I -r — cn w I I a PER INST. No. 7524515 \ \ I J `' I I wo I i I wl ~ \ \ \ I _ I / / / DITCH REMOVAL Z J N I 13 16 O O EG a 8"w I II W W \ — - - — - - - - — O — 12 E r — J g o I I w WI a 1 \ \ 2— ` co Lei I I N O 1. of I I I \ g „w N s"w N'w— N O G Lu 9 \ 2� 16 3 \ 3 1 I I I W I \ \ I I a"s S 36� s 8" � Q 1 N _2734�N -t— I w I nM s �I \ \ \ 6 r 1 --� / 3 E. ESCALATION ST.3 Q 0 _ F �, I W I > �/ W I of I� WI I I I \ \ � N N _ N a z �'o lI �\ /� Q Q N I r�I W / 8 I I (/7 I I \ W I a �NwlN a i \ w 0 z 0 3 16 I r� \ N: Z \ IW 3 1 I N 0 I I w _ N iv NW I a I I a \ \ z I \ 2 � \ � I I • — I � 15 IW I I I 24" INV: 2728.58 \ I I \ z 24" INV: 2728.31 \ \ I I u I I O O l \ \ I ° I z N W N ° \ I w 18" INV: 2730.14 I N M 2735 \ I I L u \ NAG I 18" INV: 2729.84 \ \/ t z 12 W i t I OQ N \ \ 4"PI II 10 M 7 I I X 14 \ I N I Z _ N ter, \ I •./ • I w 12 � � \ I�� • I If - J to a 1 1 Ico 5 5 5 \ 5 4 4 4 4 4 4 4 4 4 II I I \ — 2736 I I I L 0 2"W — 12"W�2"w o \ a T T T 2737 � I o o �' J 2 3 / 2 8 I \ OP TO OPT TO P TOP P N TOP z 3 ~ FC �� TOP T OP TO P TO OP Y 3 N `� — — - - - 2731_ — _ Z — — — — — t= EG EG Tt — �� G EG G — — — — — — — — — — �� — — w w 8" 'W— 1` ( ?73j I� EG EG EG EG-'L1 EG G = T T T T�L S 1 18"S � _ � T — 1 2 18"S 18"S 18"S 18"S 18"S 5 16" 1 "S 18"S 18"S 1 2 "S 1'8� 18"S — "S s 18"S 18"S 18"S 18"S a \ N < IE �G _ _�G _ EGA 2731-TQE— EG ���EC� TEG T E6E —TOEFG T EG EG EG EG 1 E. PHENOMENAL ST. O 1 E. LAKE HAZEL RD. ( W _ — — — — — — — — — — — — — — — — — — — — — — — — —r — — — — — — N G �� I se✓ _ -2731 — - - - - ENGINEERING L.L Q I N I 36' INV: 2727.93 �� s ZI`lam— 5725 NORTH DISCOVERY WAY p \ I N _ EE------�� � —� � BOISE,IDAHO 83713 O Z — \ / w= — =27311E2730=o�=TOE- =�np -TAD —OE _81E _-moo _\ I I L — — — \ — — J PHONE(208)639 6939 N z kmengllp.com z x _� —2731T�730 �- of= \ I \ % ui L\ 3� �—� — — — J i v Q w DESIGN BY: LICK o R tiV 1 Ic, N I 36" INV: 2728.14 l TOE TO p \�\ `T w \2j3 DRAWN BY: LICK z I M \T \F\\ N w 3\ \ z1 I s CHECKED BY: LICK Q MATCH LINE - SEE z o_ I DATE: MAY 2023 G I 1 —� I PROJECT: 22-053 c o '- - - - - - - - ! ABOVE LEFT SHEET NO. m C1.2 w IN Ln 2 SHEET LEGEND S\OC E N SF Nc�'G e/ X ° d I I �ELE. & DESCRIPTION FINISHED GRADE ELEVATION Quo D STA., OFFSET SIDE BLOCK 7 � s° 1.50% FINISHED GRADE SLOPE 860 5130123 �o ° d I SEE ROADWAY PLAN I yC, OF QPIv Q +78 96LI 26G.241 SHEET C2.6 I w GRADE BREAK y��� C x >_ s 32.04 TOC s SEE ROADWAY PLAN ~ +92.26, 26.391 1 s I BLOCK 9 SHEET C2.10 1 Lu z - - - - - - - - - - SAWCUT LINE +92.26, 18.24'L I I a i 13 12 11 10 O O O O O -4 -3 I Q N 31.99 PT O I z ° I a l +03.73, 16.501I I CIVIL ACRONYMS B I 32.14 TOC 54 I vi I ° 1 +12.73, 24.501 I ° I I u ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ° 1 31.54 FL 32.13 LIP/GB 1 ° 1 vi FOLLOWS: 32.02 LIP/GB +12.73, 16.00'L +35.50, 26.25'L +78.94, 26.26'L I I r, 32.20 TOC 32.50 TOC I I I 32.33 TOC A � STA. - ROADWAY STATION FROM CENTERLINE � R n CL - ROADWAY CENTERLINE o ° ,• +26.73, 24.50'L +22.22, 26.40'L +92.23, 26.40'L 12"sO 12'sO ' 31.60 FL 32.00 FL 31.81 FL J 12"So PC - POINT OF CURVATURE `^ ° +26.73, 16.00'L- -+22.22, 18.25'L I +92.23, 18.25'L I / PT - POINT OF TANGENCY / ELE. - ELEVATION 1 [ a so 32.1 1 4 32.43 PC 32.18 PT/GB 32.75 33.35 GB 34.37 L - STATION OFFSET LEFT +32.73, 16.50'L +10.73, 16.50'L / +03.73, 16.501 +00.00, 16.501 +00.00, 16.501 +00.00, 16.50'L R - STATION OFFSET RIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s 34.9t MA TBC - TOP BACK OF CURB w Rg� s s 2 s ° 'Q3p. I ��� so s ° 4 ° ° s 2 s ®B 2 s ° RIM - RIM OF STRUCTURE > +57.50, 16.50'L 4 0 �o > 0 n LIP - LIP OF GUTTER } I 32.25 CL/INT/GB ���, QR g� o�� ps a��� 9 (0 F MA - MATCH EXISTING +43.74, 0.00 I �. gIN o g wv wv SW - SIDEWALK o �D 3 1 0 3 D4 ss 3 1 0 1 �� EP - EDGE OF PAVEMENT v) co 110 0 11 0 0.42% 0 f 12+00 \ 0 3- 0.60% 14+00 E. PHENOMENAL ST. 15+00 0 1.01% 16+00 I 17+00 Z FL - FLOW LINE z 0.65% �i 0.96% N - - TOC - TOP OF CONCRETE O 3 0 32.50 CL/INT/GB HP - HIGH POINT cn z BLOCK 14 1 0 Lu 1 00 1 CR - CURB RETURN Lu F 3 +57.24, 0.00' 3 N POC - POINT ON CURVE w ~ CC- 1 ° INT - INTERSECTION vi PRC - POINT OF REVERSE CURVE z ° ° ° ° ° - -- 88"SO - ° ° ° w - - - - - - - - - s r - - - - - 1- -- - 2 - - - - - - - -1 - - - - - - - - -1 - - - - - - - -1- - - - - - - - SHEET NOTES u 31.86 CL/GB 32.30 CL 32.62 GB 32.05 CL GB 32.63 CL TP 33.23 CL GB 34.24 CL 34.8f MA +03.73, 0.00' +10.73, 0.00' +57.24, 16.50'R / 1 / A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o OP TOP TOP TOP IUF - - +03.73, 0.00'-TOP -- TOP - - TOP +00- 0 - O- - - +00.00, 0.00' m +00.00, 0.00' +57.50, 0.00' 0i NOTES. Q 31.99 PT T 32.43 32.18 GB 32.75 33.35 GB 1 I 34.37 34.9f MA +03.75, 16.50'R TOE-+10.73, 16.50'R-TOE TOE TOE TOE S E TOE TOE 0 o B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS i +03.73, 16.50'R +00.00, 16.50'R +00.00, 16.50'R +00.00, 16.50'R +57.50, 16.50'R 3 "GI - 1 I � BY PRECISION ENGINEERING. 31.61 FL 32.00 FL 31.81 FIL \T p � 1 g +92.26, 18.25'R +22.22, 16.00'R TOE TOE TOE r0E O I TOE TOP TOP +92.23, 16.00'R TOE TOE TOE F Q ° I 0132.20 TOC Top TOP 32.60 TOC roP TOP 32.41 TOC \ L - - - - - T O C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND Top T °p \ cri M SIGNAGE. o s +92.26, 26.40'R +22.22, 24.50'R +92.23, 24.50'R rop TOP TOP�TOP � of TOF z TOE -0 J\OFTOp ToO \To \Top �oF SEE DETAIL SHEET C2.14 D. SECTIONS.SHEET C2.14 FOR TYPICAL ROADWAY STREET TOp F TOF 1 1 cni �-' 2^s 2^so ® I TOF \T Top \TOF \ E. SEE SHEET C3.0 FOR LOT GRADING. I ° °ICI I � op. r F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. SEE ROADWAY PLAN G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SHEET C2.9 TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. E . PHENOMENAL ST. PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF O N COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z z Lu J K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z JLL 2745 2745 0 0 KEYNOTES ® N O 0 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD > = LJ..I Z r SUPPLEMENTAL STANDARD DRAWING SD-701. - Q + 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER inZ 2742 2742 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m - w Q 0 II / N J N o Q 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (n z O r N O STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES + Mo N o II a SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE J o + M a M O N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) L u 0 Q 2739 II N m 2739 AND SHALL BE COLORED 'TRAFFIC YELLOW'. Z QC w N 11 Q y r) 0 w 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD LLJ cWc N N V)0 N o o N 0 w SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL = G p r 0 Y M °0 II THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY 2 Q O N Q� w r- w APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" Z N II m N w 1 w N MINUS CRUSHED AGGREGATE. O _ 2736 o w w 11 c�w 2736 z Q 0w w OC 1.01% 0_ 2733 rF11IISHED GROUND 2733 Q _ - _ - - -0.65 0.42% -0.96q - - - - - EXISTING GROUND 2730 2730 O m x N N OU m 0 v 0 V) N Z 2727 `� N 2727 z N m z N O O O m U d w 2724 2724Icrn p[ z O ENGINEERING L.L L6 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O 2721 FINISH GROUND CENTERLINE 2721 PHONE(208kmengl1p639-6939com z 0 /oNNva, cro7 ^M r^7r7 r7r7 00 r7 MM r^7 cN0 r^7 aN0 M M MM M r77 M r7 MCMn ^ Ir-7 r^7 Mr7 r^7 Mr77 M MM7 r7 DESIGN BY: LCK r- c0 _ c0 00 c0 _ c0r2 00 n 00 � N N N N N �i DRAWN BY: LCK 6/O n N N N N N r7 Za N C14 N N C14 N C14 N N N C14 C14 N N N CHECKED BY: LCK N N N N N N N N N N N N NN Cq N o DATE: MAY 2023 z PROJECT: 22-053 cc 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 0 SHEET NO. G s m .5 Lu N 2 SHEET LEGEND FSS\pNAL fNG 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� �\cENSF10 'y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 56860 0 I I �9T m m F 0 o GRADE BREAK C, /� C0 K\NS 0 0 0 0 w N'� e e - - - - - - - - - - SAWCUT LINE m m I � o i i 54 53 BLOCK 7 51 50 49 = ® CIVIL ACRONYMS I O -SEE ROADWAY PLAN SHEET C2.5 "' - - - ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: 0 I " 32.50 TOC ,gO +65.02, 26.40'L 6 ° $ ° STA. - ROADWAY STATION FROM CENTERLINE o 0 0 , 31.98 FL " CL - ROADWAY CENTERLINE o m m ° " I +65.02, 18.25'L °47 • PC - POINT OF CURVATURE "' 32.35 PT/GB " " y PT - PINT OF ELE. - ELEVATION TANGENCY $ \ +76.51, 16.50'L 32.61 33.08 PC/GB � L - STATION OFFSET LEFT 32.37 +90.00, 16.501 +99.99, 16.501 �. O R - STATION OFFSET RIGHT p ° - +81.51, 16.50'L - m I TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE >+86 51, 16.50'L \ 33.32 POC LIP - LIP OF GUTTER } o coMA - MATCH ��1 0 4 0 g +41.10, 16.50'L SW - SIDEWALK EXISTING 0 0 ° 8q 5 0 }O 2 2 00 O 33.45 POC/SW EP _ EDGE OF PAVEMENT z N m m 10 0 0.60% 11+00 N I S. TOPS AVE. 12+00 0.42% - N 13+00 +41.91, 24.50'L FL FLOW LINE O o " TOC - TOP OF CONCRETE o ~ 06 HP - HIGH POINT N Z O 32.70 CL INT o 09 m \ CR - CURB RETURN � z 0 32.50 CL/INT �Q 4 0 1 / 1 0 " 33.53 POC/SW w F +90.00, 0.00' - Lu 0 0 +30.00, 0.00' I g O9 � 0.44% N �i POC - POINT ON CURVE ` \\ +55.38, 24.50'L W m "' �� 05. 0 " " 7 " 33.41 POC PRC - POINT OF REVERSE CURVE z INT - INTERSECTION ,; O' N 3 " " 3 " 43 SHEET NOTES 2 33.63 CL/PT/GB o _ 0 32.22 CL GB 32.75 32.90 33.16 CL PC GB / (� c� T�e �, ® 15 / / iq� A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o r +76.49, 0.00' 13 m o +72.00, 16.50'R +08.00, 16.50'R +99.99, 0.00' �� 33.55 PT/GB NOTES. Q ~ 32.29 FL 14 32.40 FIL " +78.54, 16.50'L 32.35 PT/GB o 0 33.28 PC/GB w +78.00, 16.00'R +02.00, 16.00'R N B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS +76.49, 16.50'R I I +99.99, 16.50'R z BY PRECISION ENGINEERING. 31.92 FL cJ� 32.99 SW 33.52 POC O_ B +01.99, 24.50'R +39.26, 16.50'R I C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND � +65.02, 18.24'R � oT77.9 u °° " Q 12 6 M 16 33.39 CL/POC J SIGNAGE. O 32.39 TOC a l 0 z 32.89 SW +39.26, 0.00' u o +65.02, 26.39'R , N oq I I I 9, 24.50'R �w 33.76 PT/GB I w D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET y I it l o I SEE DETAIL SHEET C2.14 ®° °~ ® +78.54, 16.50'R I 42 SECTIONS. 0 0 II I mow SEE ROADWAY PLAN <a MATCH LINE - E. SEE SHEET C3.0 FOR LOT GRADING. m m �o I BLOCK 9 SHEET C2.12 " }° F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. I I ° w I II i o Q ° 17 SEE SHEET C2 . G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO •I eTOLERANCES WILL BE ALLOWED. I H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. TOPS AVE . PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF O N COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z z K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z Q 2745 2745 0LLj KEYNOTES ® N O LL 0 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD > = Cr_ SUPPLEMENTAL STANDARD DRAWING SD W-701. 0 u 0 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD 2742 2742 SUPPLEMENTAL STANDARD DRAWING SD-702. m - W z O r- Z 1 0 0) O rn ,+� 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER N z o 6 + ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z O Q + (0 + N II Q 0 ++ II 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (/) STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Lu Lu > t 2739 II II `° 2739 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES a o SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE - Q N`n N C� Y � (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Lu rNj N zo r N °� AND SHALL BE COLORED 'TRAFFIC YELLOW'. N O N Y H N m W Z w Qa- wW� N II o II 5. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND N II m Q GUTTER TO 3" ROLLED CURB AND GUTTER. O 2736 w w II Of W w 2736 z _ 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Z w SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL o Ld THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY x 0 APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" LLJ FINISHED GROUND MINUS CRUSHED AGGREGATE. 0.80% 0.60% 7. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK Q 2733 0.42% - - 2733 CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED .607. 0.42% _ - - - AGGREGATE. / EXISTING GROUND z 2730 2730 O m x N STORM DRAIN SYSTEM U 3 D m 2727 2727 Z z N m z N O O O m U g 2724 2724 p[ Y 0 J 3 ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 0 2721 FINISH GROUND CENTERLINE 2721 PHONE(208kmengl1p639-6939 z Q 0N0 r7 M (D r7 (D 6) M� 00 (r 00 DESIGN BY: LCK (0 O � N n � C14 K)M M N � n 00 0) N cD 00 N NN N N N N r7 N �i M r7 i 7 DRAWN BY: LCK N) r7 r7 N) M N) r7 z r7 r7 N N _ Cq Cq ^ r CHECKED BY: LCK NN N N N N N N N N N N N NN N N o DATE: MAY 2023 z PROJECT: 22-053 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 0 SHEET NO. c s m N 2 SHEET LEGEND FSS\pNAL fNG 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� ��CENSFD 'G STA., OFFSET SIDE 4 �° � 1.50% FINISHED GRADE SLOPE 80 5130123 �o - - - - GRADE BREAK �C, OF BLOCK 7 F_ N C. K 42 41 40 39 38 37 36 i I I I - - - - - - - - - - SAWCUT LINE � I � I I I I CIVIL ACRONYMS 6 I I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: m STA. - ROADWAY STATION FROM CENTERLINE Q o 34.12 34.92 35.73 I I CL - ROADWAY CENTERLINE o 36.3t MA PC - POINT OF CURVATURE `^ V +50.00, 16.50'L +50.00, 16.50'L +50.00, 16.50'L - - - - - - +24.83, 16.50'L I I PT - POINT OF TANGENCY - - - 3- - - - - - - - - - - - - - s - - - - - - - -_ - - - - - E E. - ELEVATION T rn s 1 s s s 3 s n L - STATION OFFSET LEFT m r - - - - U ..sl R STATION OFFSET RICH TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE > _ g �N LIP - LIP OF GUTTER } l J 2 0 o 2 MA - MATCH EXISTING L 15+00 0.80% 16+00 17+00 18+00 rn - N - E. ESCALATION ST. - N SW - SIDEWALK 2 - - I -I -� - EP - EDGE OF PAVEMENT Ln co rn FL - FLOW LINE z r 1 0 0 1 - - - - - TOC - TOP OF CONCRETE o N N HP - HIGH POINT c/) Z 7 CR - CURB RETURN w F F fT l J POC - POINT ON CURVE - Lu N rn 3 ° INT - INTERSECTION s` s s 1° s 3 PRC - POINT OF REVERSE CURVE z - - - - - - - - - - -° ° e V 34.20 CL 35.00 CL 35.81 CL 36 4t MA +50.00, 0.00' +50.00, 0.00' m 0 +50.00, 0.00' +24.83, 0.00' SHEET NOTES o 34.33 35.13 0l I 35.93 36.5f MA A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o +50.00, 16.50'R +50.00, 16.50'R +50.00, 16.50'R +24.83, 16.50'R I NOTES. u J J Q 0 0 R B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS 0 -0u uj BY PRECISION ENGINEERING. > Q C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND SEE DETAIL SHEET C2.14 z0 SIGNAGE. zo BLOCK 9 Q D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET z SECTIONS. 17 18 19 20 21 22 23 24 O1 E. SEE SHEET C3.0 FOR LOT GRADING. vi F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. E . ESCALATION ST. PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF O (ACOMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z z W K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. J 2748 2748 O O KEYNOTES ® N O 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD > = W 0 SUPPLEMENTAL STANDARD DRAWING SD-701. 0 Z o a 2745 M 2745 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD m W Z \N SUPPLEMENTAL STANDARD DRAWING SD-702. c 1 Q + 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER (n z O ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 2742 N 2742 w p[ O w N W m I Q Q m 0 u 2739 " w 2739 z w X Ow w 111. FINISHED GROUND Q 2736 2736 0.80% / _ - 1 0 2733 �EXISTING GROUND 2733 z m x N N M a U m 2730 2730 DC Z z N z m z N O O O IcrnU g 2727 2727 p[ Y O J 3 ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O 2724 FINISH GROUND CENTERLINE 2724 PHONE(208kmengl1p639-6939.com z Q DESIGN BY: LCK o � N O M I� O M O n O N M O M N 00 � (O 00 O M 0 � O N raj r7 r7 raj4 cfl DRAWN BY: LCK �/ M M r7 M r7 r7 r7 M M r7 r7 z g ^ r ^ r ^ ^ r ^ � � r ^ CHECKED BY: LCK 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 z DATE: MAY 2023 z PROJECT: 22-053 c Z 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 0 SHEET NO. c s m o N 2 SHEET LEGEND S\pNAL fNG �o ��CENSFD �ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 860 I a l 5130123 �o 9 qTF �pPIv _ EP _I I - a a I I Q - - - GRADE BREAK �ti� C°f K\NS� N I I BLOCK 11 I I z SEE ROADWAY PLAN I I p - - - - - - - - - - SAWCUT LINE SHEET C2.11 J \ I I ? I 11 10 +94 49, 57.99'R O O O O O O O O I Q N I 34.15 TOC I I z \ I I � +1 23.o2'L 33.60 FL CIVIL ACRONYMS 3.6 `l 2 D ® I +16.49, 15.52'L 33.95 GB `^ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS - - - BLOCK 15 _ - - - +27.51, 16.50'L- - - - - - - - - - - - - - - - - - - - - - - - t FOLLOWS:- M 33.98 C I I STA. - o +30.51, 16.50'L ® CL - ROADWAY CENTERLINE Ln 33.82 12"SD- PC - POINT OF CURVATURE +35.51, 16.50'L L PT - POINT OF TANGENCY ° - ELE. - ELEVATION - - - - - - 34.46 - - - - - - - - - 35.46 36.46 - - - - 37.46 - - - - - - - - - - - 38.46 - - - 39.0t MA L - STATION OFFSET LEFT - - - - - - - - +00.00, 16.50'L - - - +00.00, 16.50'L +00.00, 16.50'L +00.00, 16.50'L +00.00, 16.50'L +49.73, 16.50'L R - STATION OFFSET RIGHT ° ° ° a TBC TOP BACK OF CURB x / g °° Q a 3 a °° ` 3 RIM - RIM OF STRUCTURE > 34.18 +81.77, 69.03'R ° a � � - - LIP - LIP OF GUTTER � 34.19 w MA - MATCH EXISTING r / S o +81.48, 77.51'R ;g SW - SIDEWALK of °o x Q� 5 1 0 2 0 2 ON EP - EDGE OF PAVEMENT c� m 10 0 4 12+00 O f 13+00 E. CRESCENDO ST. 14+00 1.00% 15+00 16+00 17+00 FL - FLOW LINE z I - - N + - - - - I- T - - N I - - - - - TOC - TOP OF CONCRETE _� o I 0.96%' � b� HP - HIGH POINT N z 'o $ o a 1 Q CR - CURB RETURN W F F F oo x �� 5 1 4 N 2 N 1 2 POC - POINT ON CURVE w ~ �; \ o- INT - INTERSECTION PRC - POINT OF REVERSE CURVE z f�l w oqx s - 1 - - - - - - - 3- - - - - - - - - - - - - - - - - - - - s - - - - - s - s - - - - - - s - s - 3- - - - s - s - - - - - - SHEET NOTES u 33.82 34.55 CL 35.55 CL 36.55 CL 37.55 CL 38.55 CL 39.0f MA - - - - - - - - - - - - - - - - - - - - - - - - - - - c.> 3- - - - - - - - - - - - - - - - - - - A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o �� \ +35.51, 16.50'R +00.00, 0.00' +00.00, 0.00'R +00.00, 0.00'R moo - +00.00, 0.00'R +00.00, 0.00'R +49.73, 0.00' NOTES. a 33.98 34.46 Y35.46 36.46 I 1 37.46 38.46 39.Ot MA a x I +30.51, 16.50'R +00.00, 16.50'R +00.00, 16.50'R +00.00, 16.50'R m m +00.00, 16.50'R +00.00, 16.50'R +49.73, 16.50'R B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS 33.95 GB _j _j I I BY PRECISION ENGINEERING. x i d \ +27.51, 16.5 0'R v v ° a w C\ I C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND FL in p SIGNAGE.+16.51, 15.50'R oz 34.15 TOC �- � � a D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET � \ I +16.551, 23.00'R BLOCK 7 SEE DETAIL SHEET C2.14 I �c SECTIONS. 33. x a W \ +65.49, 58.01'R 0 E. SEE SHEET C3.0 FOR LOT GRADING.� ° s 148 i 55 56 57 58 59 60 61 62 63 64 65 i I �a F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. w I G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO $ o x I TOLERANCES WILL BE ALLOWED. ® H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. E . CRESCENDO ST. PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF O Ln COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z z K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. Q WJ J 2748 2748 O O CY) KEYNOTES ® Ln O 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD > = LZ in SUPPLEMENTAL STANDARD DRAWING SD-701. II Q 2 Q 2745 < 2745 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD m W z SUPPLEMENTAL STANDARD DRAWING SD-702. 1 \ Q 0f 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER N N z O ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m Q o� O Li11 4. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND (/) - N 2742 GUTTER TO 3" ROLLED CURB AND GUTTER. Lu O 2742 + CD w _ 0 LN 5. REFER TO PRECISION ENGINEERING PLANS FOR MINI z II II 11 CONCRETE ISLAND/MEDIAN, PEDESTRIAN RAMPS, SIGNAGE, _ S W co Q II AND PAVEMENT MARKINGS. G Q U N � U) Q W 2739 N �N wNLr- Y� _ _ 2739 z M U W 11 Ld m Q N Q w 0 Ld o II a FINISHED GROUND - - - - 2736 1.00% Q- - - - - - - - - - - - 2736 _ EXISTING GROUND - -0. 6% i 2733 _ _ 2733 z am, \ MEDIAN FINISHED GROUND, TYP. m ( , ff N v N 0 d o 2730 2730 v) N z N O N O O im v, ` n Q 2727 2727 p[ z O 3 ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O 2724 FINISH GROUND CENTERLINE 2724 PHONE(208kmengl1p6c39-6939 z 0 oN r7 d 7 O DESIGN BY: LCK N rn O 0) O N n �0) 0) N If) 00 M c0 0) N L a0 r- � v, r7 Cr74 N) r7 r7 0 M M M M M M (M6 6M �� r� a0 ar�0 a0 � ai6) DRAWN BY: LCK n LQ ri Sr (0 r- r- � a N N N r N ^ N r N r N r N r N N r N r N r N r N N r N r N N r N N N r N N CHECKED BY: LCK a N N N N N N N N N N N N N N N N N N N N N z DATE: MAY 2023 z D PROJECT: 22-053 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 16+80 0 SHEET NO. c V V m V) O N Ilii 2 I I SHEET LEGEND �S�pNAL fN �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� S�\CENSF10c�'G STA., OFFSET SIDE 11� FINISHED GRADE SLOPE I 6860 5130123 0 71 9T F \oP GRADE BREAK �ti� °f Iv 0 K\NS� - - - - - - - - - - SAWCUT LINE 4 I I BLOCK 13 BLOCK 14 CIVIL ACRONYMS o 36.4f MA 35.52 35.09 34.59 34.08 32.97 32.14 GB 30.00'L- - +00.00, 30.00'L 1 +60.00, 30.00'L +30.00, 30.00'L +00.00, 30.00" o +00.00, 30.00'L +73.49, 30.00'L .. ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOLLOWS: ° m m y 3 ° a ° ~° y° ° ° 3 < ® $ ti ° STA. - ROADWAY STATION FROM CENTERLINE Q 18"S 18"SD 18"SD � O CL - ROADWAY CENTERLINE o REFER TO E. � - PC - POINT OF CURVATURE Ln LAKE HAZEL RD. �° ° PT - POINT OF TANGENCY CDA PROJECT 1 1 w ELE. - ELEVATION L - STATION OFFSET LEFT 37.00 POC N R - STATION OFFSET RIGHT 36.74 PT 35.98 35.54 PC 34.54 PT 33.42 32.60 GB ' z r � N 1 +84.49, 0.00' +93.49, 9.00'L +00.00, 9.00'L +60.00, 9.00'L +00.00, 9.00'L +00.00, 9.00'L +73.49, 9.00'L N _ V TBC - TOP BACK OF CURB uj 36.5t MAC S. SUBLIMITY AVE. RIM - RIM OF STRUCTURE ' 10 00 +81.99, 0.001 1 1+00 12+00 13+00 +91 00 0 0 00' 14+00 _ 15+00 POC J LIP _ LIP OF GUTTER F - - - - - 2 - I- - I - - - I - oo - 2 - - = w - MA MATCH EXISTING Tw SW - SIDEWALK 2 34.73 CLY r EP - EDGE OF PAVEMENT v1 m 35.54 PC +30.00, 0.00' U = \ FL - FLOW LINE z I 36.74 PT 35.98 34.54 PT 33.42 32.60 GB Q o 4 +60.00, 9.00'R TOC - TOP OF CONCRETELu +93.49, 9.00'R +00.00, 9.00'R +00.00, 9.00'R +00.00, 9.00'R +73.49, 9.00'R HP - HIGH POINT cn o I 1 35.67 POC 1 Q g W p +69.00, 0.00' w CR - CURB RETURN w F 1 � POC - POINT ON CURVE � - W �„�„� INT - INTERSECTION Ln PRC - POINT OF REVERSE CURVE z I = �° 3 ti ° o 3 <° y SHEET NOTES 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T4 - - - Y 36.4f MA 35.52 35.09 34.59 34.08 32.97 32.14 GB e I Q I +81.99, 30.00'R cn +00.00, 30.00'R +60.00, 30.00'R +30.00, 30.00'R i i +00.00, 30.00'R +00.00, 30.00'R +73.49, 30.00'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o a T ` NOTES. u `�' m a D O I 12SD- 12" 1z"ci 1z"ci��12"ci 12"ci 12"ci 1 /ci .. o B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS I O BY PRECISION ENGINEERING. \ / n SEE DETAIL SHEET C2.14 I I C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND / SEE ROADWAY PLAN SIGNAGE. zo SHEET C2.5 \ / $ I I a D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET SECTIONS. 0 0 m I ° E. SEE SHEET C3.0 FOR LOT GRADING. F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. SUBLIMITY AVE . PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF O N COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z z K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. Q WJ J 2748 2748 z LL O KEYNOTES ® cr- V) O � 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD > = W in 0o 0 2. SUPPLEMENTAL STANDARD DRAWING SD-701. z 0 INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC Q 2745 + 2745 CIOLJ"J z STANDARD DRAWING SD-701A. 0 + > Q II o 3. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL (n z O STANDARD DRAWING SD-709. �M II I Q W a _ 0 4. REFER TO WATKINS DRAIN PROJECT FOR ADDITIONAL V) - 113L > Q r r o0 2742 INFORMATION. Lu C < 2742 N Y ° c o II mLu N N w ~ � _j w II II II S 0LJ 0 QM � � S G a G N �i + m O W Y M � O 2739ILL, N 2739 z 0 m II '< v O N FINISHED GROUND o� N /� AT MEDIAN w Y � L u uj C-4 0L _ -0.40% 4F m Q 2736 - - FINISHED GROUND o II 2736 FINISHED GROUND cr_ \ T - - - - AT MEDIAN w - - - - - _ - - - - -=2% z 2733 - - - - _ _ _ 2733 O X EXISTING GROUND - - 0.60% N N M a - - - U m 2730 2730 DC Z z O N m z N O O O " o U N g 2727 00 2727 p[ z kn][ 10 3 ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O 2724 FINISH GROUND CENTERLINE 2724 PHONE(208kmengl1p639-6939.com z Q oN I- N N O MM OM cr MN 00 DESIGN BY: LCK 00 O I� M O N O) O 00t2 M O ) I- rn N N O 00 CO Oa0 i � iM O) I O 00 � N 6) (0 6) 00 (6 � u L6 Srco Srco uco c0 DRAWN BY: LCK Ln 7 7 7 7 i N cV 1 ff) z M r7 r7 M r+) M M M r7 M M M M M r7 M M a r r r r r ^ r r r r r r CHECKED BY: LCK N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N z DATE: MAY 2023 z PROJECT: 22-053 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 0 SHEET NO. c s m N 2 SHEET LEGEND SS�pNAL fN G� °A 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �o� ��CENSFD 'y \ STA., OFFSET SIDE 4 �° 00 1.50% FINISHED GRADE SLOPE \ - 1r, ,n� 5/30/23 0 � TOP TOP TOP TOP TOP TOP y� qTF OF Iv oA TOP TOP roP TOP TOP TOP GRADE BREAK y�\ K\NS� 32.72 PC TOE TOE�TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE- C +94.49, 9.001 o° WATKINS DRAIN - - - - - - - - - - SAWCUT LINE 32.38 32.02 TOC w �p� TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE- +13.49, 30.001 +94.99, 38.001 32.44 TOC 31.42 FL do X X X X TOP X X TO X X�pX �ffi�x 1� X TOP X TOP +24.98, 38.00'L /f-+94.99, 29.50'L 0 TOP TOP Top P TOP - X X X CIVIL ACRONYMS BLOCK 14 32.36 BLOCK 15 .. 31.84 FL 31.83 GB 32.22 32.70 HP 31.97 GB +24.98, 29.50'L +06.49, 30.00'L +00.00, 30.00'L +14.00, 30.00'L - +70.00, 30.00'L - - -+35.50, 30.00'L c- - - ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/- - - - - - - -ems - - - - - - - - - - - - - - - � FOLLOWS: o ° ,° ° >° r, ° 3 ° °°° °° ° ° ° ° ° 3 STA. - ROADWAY STATION FROM CENTERLINE o LO CL - ROADWAY CENTERLINE o oizo _ _� PC - POINT OF CURVATURE `^ � 32.51 POC PT - POINT OF TANGENCY uj 4 ELE. - ELEVATION zrr �� } O 32.97 POC N 32.36 PT o0 32.67 33.15 PC/HP 32.42 PT GB o N L - STATION OFFSET LEFT v ' 2 I O I 32.67 POC / I o ' z U R - STATION OFFSET RIGHT _ N +03.49, 0.00' 32.25 CL/INT N +25.49, 9.00'L N +00.00, 9.00'L 0.42% +14.00, 9.00'L o N +35.50, 9.00'L N TBC - TOP BACK OF CURB +60.00, 0.00' v N +26.51, 0.00' w J 32.53 CL J RIM - RIM OF STRUCTURE w 16+ 0 +13.49, 0.00' 0.60% 17+00 18+00 19+00 S. SUBLIMITY AVE. 20+00 0.60% I 1 LIP - LIP OF GUTTER } 2 W - - ~� 2 - 00 - �'9, - I - ��'- -I - 2 W MA - MATCH EXISTING SW - SIDEWALK U = o ® 33.28 POC 32.51 CL ® U w EP - EDGE OF PAVEMENT v� co o FL - FLOW LINE z N V) 32.36 PT b\ 32.67 33.15 PC HP +22.99, 0.00' o +70.00, 0.00' v; 32.42 PT GB ° O_ o I r' o / I o / ' TOC - TOP OF CONCRETE 32.72 PC �� +25.49, 9.00'R 1 o +00.00, 9.00'R +14.00, 9.00'R N 32.36 +35.50, 9.00'R l o HP - HIGH POINT _N z w +94.49, 9.00'R 4 4 1 N 1 CR - CURB RETURN � N 1.33% � +70.00, 30.00'R w �u F Lu x w o POC - POINT ON CURVE or_ - 11J ° INT _ INTERSECTIONvi ��9 �p ��' �° PRC POINT OF REVERSE CURVE z > 3 tie° e 3 w -31.97 CL/GB - - -h° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -{- - - - - - - - - - SHEET NOTES o - - - - - - 32.22 32.70 HP 31.97 GIB . - u +06.49, 0.00' u, w +35.50, 30.00'R cn 32.38 PC +00.00, 30.00'R +14.00, 30.00'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o +13.49, 30.00'R I 31.83 PT/GB � U' � D NOTES. 31.81 FL I 12 SD I +06.49, 30.001R 0 B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS 31.51 FL BY PRECISION ENGINEERING. +24.98, 31.75'R F- o 32.35 TOC o � � � +94.99, 31.75'R SEE DETAIL SHEET C2.14 oo m +24.98, 39.90'R � Q � 31.99 TOC � C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND ,z +94.99, 39.90'R 8 SIGNAGE. O SEE ROADWAY PLAN z SHEET C2.5 2 31.69 LIP/GB 0 +86.23, 35.23'R BLOCK 7 46 D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET 0 0 w I e SECTIONS. `" m a 54 53 52 51 50 49 w E. SEE SHEET C3.0 FOR LOT GRADING. � F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. S. SUBLIMITY AVE . PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF O N COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z w z a K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. J J 2745 2745 z LL O KEYNOTES ® N o a 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD > = W in SUPPLEMENTAL STANDARD DRAWING SD-701. 0 Q Q 2742 2742 2. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC co 2UJI Z O STANDARD DRAWING SD-701A. � \1 Q 0) o 3. INSTALL CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL N Z o r2 o 0) STANDARD DRAWING SD-709. o Q +_ + - + 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC V) - 113L > II o STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES LLI Q 2739 II Q N 2739 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES II FS N SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE U)un N Q Y � (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) = Lu Y,N N c i N �� N AND SHALL BE COLORED 'TRAFFIC YELLOW'. S WN ZOO Y � mN yV) G J m P: w II �N m � �I m II2736 2736 0 V) Ld zw w Q 0 ui X o w FINISHED GROUND FINISHED GROUND 0L 2733 AT MEDIAN FINISHED GROUND AT MEDIAN 2733 Q 0.60% -0.60% 0.427. -0.60 ° 0 8 % .60% - - - - - - - -- - - - - - o \ EXISTING GROUND 2730 \ \ 2730 z m \ \ o x N - - - O a O U m D 2727 0 2727 zN z m z N O O o m IcrnU g 2724 2724 p[ Y o J 3 ENGINEERING ILL 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O 2721 FINISH GROUND CENTERLINE 2721 PHONE(208kmengl1p639-6939 z 0 ff) 00 O� M M r7a0 r7O MM a0 OM r7 0)N r7 DESIGN BY: LCK n r 00 to � 00 N 00 ( � ( 000 00 N 00o N O 0) M o c-i C DRAWN BY: LCK N N N N N N N N r7 N N N N z � M � M M M r7 04 M � r7 � r7 � M � � � ^ ^ M ^ M � M ^ M ^ M ^ r7 ^ � ) ^ r7 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 CHECKED BY: LCK a N N N N N N N N N N N N N N N N N N z DATE: MAY 2023 z PROJECT: 22-053 c Z 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 0 SHEET NO. c s m C2. 10 w N 2 SHEET LEGEND aoy/ �oy� do+4852 024.50'L �o/ °�/ a°oy/ �FSS\oCENS � f Nc�'G 33.25 FL / a ELE. & DESCRIPTION FINISHED GRADE ELEVATION �� �� Fo F� /o +41.48, 17.00'L o/ �o/ STA., OFFSET SIDE 4 33.74 +47.99, 4.00'L / �/ aoy 1 FINISHED GRADE SLOPE 16860 doy boy �p1 33.52 GB �G �o// s�q 5130123 Pao v aoy +54.01, 18.00'LZ / � TF 1� �� 33.72 / GRADE BREAK 0 OF y�� NS Y 34.00 ��°y aoy TOP +24.64, 0.39L +60.82, 4.00'L C. K -TOP ' / TOP TOP TOP TOP TOP I 33.81 3 33.93 + . , 18.001 8346 1800'L - - - - - - - - - - SAWCUT LINE )E TOE TOE TOE TOE TOE TOE TOE /+24.63, 3.87'R I 33.86 34 22 +88.46, 18.001 33.57 PT WATKINS DRAIN +40.86, 2.40'L 34.43 POC/GB o 34.04 TOC �m_0 TOE TOE-+98.52, 18.00'L-roE TOE TOE -TOE 34.13 PRC +79.76, 40.00'L +94.46, 26.00'L CIVIL ACRONYMS 34.61 33.44 FL 33.33 PRC 33.39 LIP do +52.1 1, 28.67'L +79.88, 19.93'L a +94.46, 17.50'L ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ��-TOP X r�+83.93, 23.08'L T X +25.84, 16.00'L X X 34.55 X �X_x X X Tno- 34.13 PRC 34.18 TOC D +60.00, 0.00'R - '08 - - - - FOLLOWS: 33.82 TOC � _ - � +07.55, 29.00'L j +08.46, 26.00'L mmo m o +18.49, 24.50'L 3 ° BLOCK 15 33.58 FL STA. - ROADWAY STATION FROM CENTERLINE o -- - - - - �- - - - - - CL - ROADWAY CENTERLINE o n - - - -- 33.04 PC 33.28 FL a I +08.46, 17.50'L dot dot dot- Q 0 +64.05, 30.00'L p° +18.49, 17.00'L �° � O � � 34.12 PC - POINT OF CURVATURE 1 301 Sot Sot- PT - POINT OF TANGENCY 3 Ln 33.00 ` \ - -o_ +14.46, 18.00'L dot dot dot- O +59.05, 30.001 0 - - - - ELE. - ELEVATION " ✓ o - t34.33 E L - STATION OFFSET LEFT gj S. SUBLIMITY AVE. gq,o � , , � � _ ' 33.17 PC 8 1 8 0 04g 33 38 LIP° 3 1v TBC - TOPSTATION BACKFOFECURBHT uj L1J NT+25.00, 5 1$"SO O RIM - RIM OF STRUCTURE > 9.00'L 4 LIP - LIP OF GUTTER a 1 f o 33.61 °° =N +35.10, 16.00'L �_ <° ° MA - MATCH EXISTING � z U ' r 34.14 8 33.98 SW - SIDEWALK � _ N +78.54, 0.34'L 33.89 33.44 POC +11.99, 0.34'L +18.73, 6.29'L 8 8 5 J 8 +81.63, 1.65'L 0 +35.00, 18.00'L 00 +34.00, 0.00' 22+00 00 1.50% 24+00 o EP - EDGE OF PAVEMENT N 0.84% 0.84% 2.00% 2.00% N 1.00% N FL - FLOW LINE z V) W 0° 2 -I - 74 TOC - TOP OF CONCRETE _0 0 -UHr , Lu w 33.58 34 77 34.00 0 HP - HIGH POINT N_ 0 V 33.82 0 34.23 CL g z +78.37, 1.65'R 8 8 +81.46, 0.34'R 0 CR - CURB RETURN Lu g +79.97, 0.07'R +47.99, 0.34'R +35.00, 0.00' " x rq 33.71 ,,, o Q, 5 N POC - POINT ON CURVE w �;(� +99.18, 4.00'R �j �1° 'I�% -34.33 INT - INTERSECTION 33.17 PC 9 1 9 1 N 5 �, °° °°° .moo, o �9 �' 8 1 +35.00, 18.00'R PRC - POINT OF REVERSE CURVE ~ w +25.00, 9.00'R p w � � 33.52 GB 6 � W 1 0 �, +54.01, 18.00'R> 3 SHEET NOTES 2 33.00 8 �0 �0/ 33.94 E o +59.05, 30.00'R s o / +35.34, 3.85'L m 0 $ m A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHDCn = 34.00 I I NOTES. a - - - - - +64.05, 30.00'R- - - - - - - o 8 SEE DETAIL SHEET C2.14 B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS �w _u 7 33.33 PRC 33.28 FL- s g 33.25 FL I I Cn +83.93, 23.08'R +18.48, 17.00'R / y I 0 _j I I BY PRECISION ENGINEERING. Cu +41.49, 17.02'R on D 33.57 PT 33.83 TOC D 33.80 TOC 10 o $ $ r- I C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND +18.48, 24.50'R +41.51, 24.50'R C° ``� -1 o +98.52, 18.00'R - _ - - - - SIGNAGE. 0 1 33 82 33.36 LIP/GB 33.36 LIP +23.49, 16.00'R 33.86 710 co +11.99, 4.00'R 12 I I +36.49, 16.00'R D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET 0 0 34.18 34.23 +88.46, 1,8.00'R � � SECTIONS. BLOCK 7 +41.34, 6.78'R o 0 +19.10, 2.99'R BLOCK 11 33.81 0 SEE DETAIL SHEET C2.14 55 34.36 POC/GB NO 34.55 +83.46, 18.00'R E. SEE SHEET C3.0 FOR LOT GRADING. +51.77, 29.72'R o +00.00, 0.00'L 10 34.53 z F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. Lu+66.21, 14.59'R I ° I v 34.36 POC/GB 34.58 `^ +08.21, 29.71'R o o G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO Lu o I I 34.54 TOLERANCES WILL BE ALLOWED. +80.00, 20.00'R v +93.72, 14.59'R 34.45 ui H. ALL STATION AND OFFSET LABELING RELATED TO EACH +78.05, 39.17'R ° SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 34.38 ALIGNMENT. +85.75, 38.82'R SEE ROADWAY PLAN $ m 34.27 SHEET C2.8 I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS +81.74, 56.99'R MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE I I I RIGHT-OF-WAY PERMIT. S. S U 6 L I M I TY AVE . PLAN A N D PROFILE J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF O � 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z z W Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z J J 2745 2745 z a- O KEYNOTES ® O a- 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD > = LZ 0 0 o 0 SUPPLEMENTAL STANDARD DRAWING SD-701. z o 0 o o Q Q Q 2742 L N + LO M 2742 2. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC coM ILLJ z STANDARD DRAWING SD-701A. - \ Q N ( + N N + + II II Mv + N 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z 1 J II ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. II Qo N� Qp II N \l M H ' ^ ^ W 11 m N N QY Y M N II N N 4. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD V I I..L r) Q r- ,,J N Q rj Y r) SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL w 2 Q 2739 rM Q w N m o N Q r- rrj W N 2739 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY N m w II CD APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" - m w II o > w II coN w II MINUS CRUSHED AGGREGATE. Lu - w II o� � J Q � w II m 0 = S II 0 � J 0 w O w 0� II <� 5. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND � G Q J J w 0 w �w 0 E �w GUTTER TO MOUNTABLE ROUNDABOUT CURB AND GUTTER. m w � w FINISHED GROUND 2736 FINISHED MEDIAN, 2736 6. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE z Q PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Q c/) FINISHED GROUND ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE x O DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. L u '2 O% _2 0q 1.00% 7. INSTALL TERMINUS BARRICADE TYPE III PER ACHD _ % - SUPPLEMENTAL STANDARD DRAWING SD-1132B. Q 2733 p 84 _ _ - - _ _ - - _ - - - - 2733 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. - - - - EXISTING GROUND PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. 8. REFER TO PRECISION ENGINEERING PLANS FOR MINI ROUNDABOUT IMPROVEMENTS: CURB TYPE, PATTERN 2730 2730 CONCRETE ISLAND/MEDIAN, PEDESTRIAN RAMPS, SIGNAGE, Z AND PAVEMENT MARKINGS. O a o a U m N N U N� 2727 2727 3 z 0 N O O O m U a 2724 2724 p[ z O 3 ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAHO 83713 O 2721 FINISH GROUND CENTERLINE 2721 PHONE(208kmengl1p6c39-6939 z Q om DESIGN BY: LCK M 0 ^ L0 00 00 o CO r- Ln r- O N n r n 00 00 ) Cn ^ 00 N N N N ri rj rj ri rj DRAWN BY: LCK G r) r) r) r) r� r) r) r) r) r) N N N N N N N N N CIA N N N N N N N N N N N N N N N CHECKED BY: LCK z DATE: MAY 2023 z PROJECT: 22-053 c z 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 0 SHEET NO. c s m C2. 11 w o � N 2 SHEET LEGEND FSS\pNAL fNG 01_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION STA., OFFSET SIDE 4 1.50% FINISHED GRADE SLOPE 860 5130123 0 GRADE BREAK �C, OF \NS�Iv /V C. K I I - - - - - - - - - - SAWCUT LINE I I I I BLOCK 9 I I CIVIL ACRONYMS ` 115 16 17 18 19 20 21 22 23 24 O I I ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: I ° I I I I STA. - ROADWAY STATION FROM CENTERLINE Q o CL - ROADWAY CENTERLINE o SEE ROADWAY PLAN I I I I PC - POINT OF CURVATURE `^ SHEET C2.6 s I I I PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT I s I I I R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB uj ° 33.06 s I 32.82 GB 33.64 34.33 35.02 35.2t MA RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER ° +59.50, 10.00'L I +79.50, 10.00'L +00.00, 10.00'L +00.00, 10.00'L +00.00, 10.00'L +32.00, 10.001 1 I MA - MATCH EXISTING 32.70 CL/INT I s . SW - SIDEWALK J ® ® ® ® s . ® • ® ® EP EDGE OF PAVEMENT cn m 1 OIL0111 s 2.00%` s 1°+�}� s ° Q-° a° °1,2+001 ALLEY (PRIVATE), s ° 0.69% 13+00 " s s o ° " a14+0(Y 1 ° - I - 5+ 0 I FL _ FLOW LINE z -� N s TOC TOP OF CONCRETE . . a ° s ° s � o s HP HIGH POINT cn Z bAI s o ss e s s oQs 1 ICR _ CURB RETURN Lu W® ® N ® ® ® N ® POINT ON CURVE Lu ~ w33.02 C 32.62 CL/GB ° 33.44 CL 34.13 CL 34.82 CL7+32.00, 35.0f MA 1 > I INT - INTERSECTION ,,; +59.50, 0.00' I +79.50, 0.00' +00.00, 0.00' +00.00, 0.00' +00.00, 0.00' 0.00' Q PRC - POINT OF REVERSE CURVE z ° 32.97 i 32.82 GB 33.64 0l 34.33 35.02 35.2t MA 1 z I � +59.50, 10.00'R +79.50, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +32.00, 10.00'R I O I SHEET NOTES o J 1 Q Lj z A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o Q I o 1 I NOTES. s I I B. SEE SHEETS C2.0 - C2.4 FOR MINI ROUNDABOUT PLANS O I I N I BY PRECISION ENGINEERING. BLOCK 9 F I I C. SEE SHEET C2.13 FOR PAVEMENT MARKINGS AND s l 13 12 11 10 O9 Og O O O O I I SIGNAGE. o I I I I D. SEE SHEET C2.14 FOR TYPICAL ROADWAY STREET SECTIONS. I I SEE DETAIL SHEET C2.14 E. SEE SHEET C3.0 FOR LOT GRADING. F. SEE SHEET C9.0 FOR STREET LIGHT PLAN. I I I I I I I I I I G. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. I I I I I 1 12"sD L H. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. ALLEY PRIVATE PLAN AND PROFILE I. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE (k - RIGHT-OF-WAY PERMIT. 0 30 60 90 0 3 6 9 J. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' CONTACT ACHD INSPECTION FOR VERIFICATION OF O N COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z z K. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z Lu Q J 2748 2748 1 O i2 IL cn O z O a > = w 0 o Q :E z 2745 2745 00 0 Lu z N 1 > Q O N 00 00 + + + (� QLu 2742 2742 w u n 0 0) u Q � U) ¢ � Sw DC O + r LO YQ � N O L Q + + QYQ vi W z O O L N mN oN 5 W 0 Q 2739 II Q N " m II o II vwi II 2739V U) Kj 0 W 0' J w W N Yto UQ) J 0W ~ _j zO N O N W C A W z W ' I� cn w W II m � � Ow W II 2736 J ;w o 2736 FINISHED GROUND $ % 0.69 2733 _ - - - - - - - - - - - - 2733 O a000e ° - - - - - - m x m - - - - - - - - - - - - EXISTING GROUND U m 2730 2730 pC Z z N z m z N O O O m IcrnU g 2727 2727 p[ Y O J 3 ENGINEERING L.L 5725 NORTH DISCOVERY WAY o EXISTING GROUND CENTERLINE BOISE,IDAH083713 O 0 2724 FINISH GROUND CENTERLINE 2724 1p PHONE(208639-6939 z a DESIGN BY: LCK I o O N M M (n cD I- 00 0)N c0 I� 00 00 O N Ln n N O N N 00 c0 00 O N c0 00 O�M N CO 00 N N N N N N N N N Cqi M ri r7 raj Sri Sri DRAWN BY: LCK � N N N N) M M � v, r7 r7 r7 M r7 r7 r7 z r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 M M � a n n n n r n ^ n ^ n r ^ n ^ n r r n ^ r N n CHECKED BY: LCK N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N z DATE: MAY 2023 z PROJECT: 22-053 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 0 SHEET NO. c s m C2. 12 w N 2 PAVEMENT MARKING LEGEND 5pNAL REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FS \ rG� 0 50 100 150 FOR CONSTRUCTION DETAILS & INSTALLATION REQUIREMENTS o� \�ENSt a� Plan Scale: 1" =50' 19 24" WHITE — STOP BAR 6860 s> 5130123Iv �o "I T REFER TO PRECISION ENGINEERING PLANS ��y TF OF \� ��\ I FOR MINI ROUNDABOUT IMPROVEMENTS SHEET NOTES ��N C. KEN _ SIGNAGE AND PAVEMENT MARKINGS r f A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR \ x I I I ADDITIONAL STRIPING AND SIGNAGE INFORMATION. L� I I I \ I B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS \ \ CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 ## ### ### \ \ I I COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Plan Scale: 1" _##' \ I Q C. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH \ MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER \ — 1 COATED SIGNPOSTS, VINYL ON THE BACKS OF BLOCK 11 REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND a o \ I I 111 O O O O O O O O O O APPROVED BY ACHD. COORDINATION WITH ACHD m \ \ 10 9 8 7 6 5 4 3 2 1 REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD N APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION 0 00 vi OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS (0 to00 x PROHIBITED. ALL I— BLOCK 15 I I — — — �� — — .E N X co in — — — — — — — — — — — — — — — — — — � > D. STOP BARS, CROSSWALKS, MULTI—USE PATHWAY STRIPING, w \ D/ o o AND PAVEMENT MARKING SYMBOLS SHALL BE �\ THERMOPLASTIC. F — — — — — — — — — — — — — — — — — — x - - - - - - - / Ln co KEYNOTES ® o 0 MATCH LINE - SEE TOP— x N Z E TOE— I �� 1. INSTALL "NO PARKING FIRE LANE" SIGN TYPE "D" Lu w (12"X18") PER IFC SECTION D103.6. � W I � CRESCENDO ST. w �_ E TOE— BELOW RIGHTvi FOP roP— 2. INSTALL STREET NAME SIGN (SNS) PER ACHD STANDARDLu z x \ DRAWING TS-1113. :5 1 / - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - -- - - o 0 I V 1 I I Q I 1 I I I I i x I i 1 55 56 57 58 59 60 61 62 63 64 65 0 .� I _ I I TIP,p ly" FI i 1 T��ti�ti ••.•• I 1 46 -�"�� I I '� x 11 I 45 44 43 42 41 40 39 38 37 36 e CW2-66o sr I R4-7 I 30" X 30" O N I Tt 24" X 30" II I W16-8P z OM 1-1 I I I VARIES" x 8" ••• I 18" ON A L z SIDE 1 Q 41, L J 1 ••• < I ••.•• TIP,TIP, 47 — - - - - J - - - - - - - - - - - - - z I '� O Z Lu J 124" X 30" p�db } + O 48 1 I \ O LJ..I R4-7 ul OM1-1 A� N I �'' �' E. ESCALATION ST. 24" X 30" 18" ON A x I OM1-1 `n 1 SIDE 18" ON A L I 1 49 m u Ll SIDE I I ,y ••• I / DC Nz o � 1 I T9��ti •.• I � �'tib� I I ,� +�'o x I I ••••• I I w �c Q � G w R4-7 I BLOCK 9 — (u 1 15 16 17 18 19 20 21 22 23 24 APEX NORTHWEST No. 3 II.— C Z 25 18" ON A Ur a SPEED 24" X 30" I 1 I = GW Q uMrr OM1-1 1 I I I SUBDIVISION I SIDE 51 I O O BL2-1 OCK 13 124'R X 30" 1 I 9,p�i0 O 1 ���� I ��� ��� Q PP�``s`� P�P�``s`J� P�P?�``, > z Q w 1� /���� �r /��'�q� z x Q Tt > �� r �+ o OC +�� 1 1 52 1 0 1 14 ALLEY (PRIVATE) z Q 'L�idb 141 R4-7 BLOCK Nrl- ft 24" X 30" 1 I 53 I I � � N I I o O� O� N 1 OM1-1 I I W11-15 118" ON A �� I I ••••• z 30" X 30" SIDE 6 ••• W16-7P w p, p�d6 I I R4-7 I t13 12 11 10 O9 O8 7O 6O 5O 4O O LL 24" X 12" _ I I I I III _ a - �� \ ��+��o I I 24" X 30" 54 I I U 9,p O I oM1-1 I I 18" ON A 1 N m �' �� ••�•• i — SIDE 0 - ��� ••• I I 1 I N - - - I K - - - - - - - - - - - - - - - - - - - - 4A Z 31 — — — '� I � ���� Cf3 o 'x 0 a 6 24" X 30" I +� E. PHENOMENAL ST. , Or- — E. LAKE HAZEL RD. OM1-1 �'' 19 O 18" ON A ; ) SIDE i 21 ENGINEERING L.L 9,p O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5725 NORTH DISCOVERY WAY Z I Tq - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - J BOISE,IDAHO 83713 O PHONE(208)639-6939 a - kmengllp.com z z 79 o I IR I I I // ��`+� I I ��p, L — — — J DESIGN BY: LCK G �� . I . DRAWN BY: LCK CHECKED BY: LCK Q o_ MATCH LINE - SEE DATE: MAY 2023 z G I PROJECT: 22-053 ABOVE LEFT SHEET NO. mC2. 13 w N 2 1.5' ACHD 1.5' ACHD ASS\pN fNc� ESIDEWALK ASEMENT 60' RIGHT-OF-WAY ESIDEWALK ASEMENT 0 5 10 15 Q�o�` \CENSF10 0.5' 0.5'3:1 MAX. Scale: 1" = 5' 860 SLOPE TO 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK 5130123 EXISTING Iv C. Y' 1' LAND N G, TYP. 6" VERTICAL CURB AND GUTTER, TYP. 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 14" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION A ( LOCAL - E . PHENOMENAL ST. ) w N SCALE: NTS o M U) 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0.5' 0.5' w SLOPE TO 5' SIDEWALK 8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK F EXISTING Ln 7/ox�/ 0 0 Lu Z7i in 6" VERTICAL CURB\/ 5; :EW 1' LAN DTYP. \//\//\//� \ � �\ \ \� \ � � \ � AND GUTTER or_ ~ ui ui 3" ROLLED CURB 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 z AND GUTTER COMPACTED SUBGRADE Lu 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE � 14" OF 6" MINUS PIT-RUN SUBBASE 0 u 0 STREET SECTION B ( LOCAL - S. TOPS AVE ., E . MAINACHT ST. ) V Q SCALE: NTS 1.5' ACHD 1.5' ACHD o SIDEWALK 60' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0.5' 0.5' 3:1 MAX. SLOPE TO 5' SIDEWALK �8' PLANTER 16.5' TBC-TBC 16.5' TBC-TBC 8' PLANTER 5' SIDEWALK EXISTING 1' LANDING, \\\� \\/\\/\\/\\/\\/ TYP. 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 14" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION C LOCAL - E . CRESCENDO ST. SCALE: NTS O (/') z z 81' RIGHT-OF-WAY z Q 0.5' 0.5' O 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK (n/ O z z \ SLOPE TO Q Lu Z EXISTING m 0 W / / / // ////// / / // //\ N w \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\/ \ \ \ Z O // / / 1' LANDING, / /r\ \��\ice\\ \\\\\/ \\/ N � Lu TYP. 6» VERTICAL CURB \/ /\/�\/�\/�\ \//\//\/�\//\ \ //\ \/� LJ..I _ AND GUTTER, TYP. COMPACTED SUBGRADE 6" VERTICAL CURB, 3' OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 _ TYP. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE W 20" OF 6" MINUS PIT-RUN SUBBASE � 2 a STREET SECTION D (COLLECTOR - S. SUBLIMITY AVE . ) o SCALE: NTS 0 z Q 63' RIGHT-OF-WAY O 0.5' 0.5' � 3:1 MAX. 5' SIDEWALK 8' PLANTER 18' TBC-TBC 18' TBC-TBC 8' PLANTER 5' SIDEWALK Q SLOPE TO EXISTING /\\/\ 1' LANDING, 3 TYP. /\/ \/i\/i\/i\/i\/i,\//,\//\\ \ \//,\ \ �// 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 AND GUTTER, TYP. U 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE Z a 20" OF 6" MINUS PIT-RUN SUBBASE 1 STREET SECTION E COLLECTOR - S. SUBLIMITY AVE . N SCALE: NTS z g p z U Y Z 3 20' PL-PL O 10' 10' ENGINEERING L.� a 5725 NORTH DISCOVERY WAY } BOISE,IDAHO 83713 O a / PHONE(208)639-6939 3 1' LANDING, a \\ TYP kmengllp.com Z m DESIGN BY: LCK 6" PORTLAND CEMENT CONCRETE. CONCRETE DRAWN BY: LCK MIX DESIGN PER ISPWC 4000A. g COMPACTED SUBGRADE CHECKED BY: LCK Q a INSTALL 6" X 6" WELDED WIRE FABRIC LAYER. G 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE DATE: MAY 2023 z PROJECT: 22-053 cc Z SHEET NO. G ° STREET SECTION F ALLEY- PRIVATE C2. 14 w N SCALE: NTS 0L CIVIL ACRONYMS ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS ASS\ONAL fNc� FOLLOWS: Q�o�c \,\O E N S 0 50 100 150FO �L STA. - ROADWAY STATION FROM CENTERLINE Plan Scale: 1" =50' CL - ROADWAY CENTERLINE 0 \ \ N, \ .27 � PC - POINT OF CURVATURE 5130123 L \, \ \ 4p PT - POINT OF TANGENCY \ J'� �� Q 2 \ \� \2) �j 2�38� ELE. - ELEVATION y qTF \;) Iv 2 j �S 36 9\ L - STATION OFFSET LEFT �y Of �lv R - STATION OFFSET RIGHT C. �(\N \ \ TBC - TOP BACK OF CURB \ R TOP TOP TOP TOP TOP T TOP TOP \ T�P TOP TOP TOP TO'P\ TOP TOP 1OP TOP TOP �PTOP TOP TOP \ a x TOP ti-TOP TOP TOP TOP TOP TOP TOPS-TOP TOP TOP TOP TOP TOP TOP -TOP TOP TOP 14-TOP TOP TOPLIP - LIP OF GUTTER ISW - SIDEWALK I 344.83 35.54 36.20 36.80 \ 37.40 38.00 38.66 39.26 39.86 39.42 I ; TOC - TOP OF CONCRETE 33.2t o II / \ GB GB GB GB GB GB GB GB GB I 1 I FG - FINISH GRADE MA 33.26 6 I PI 6-PI 6-PI \6 PI PI 6-PI 6 PI 6 PI 6 PI 6 I 6 PI 6 PI ­4"PI 4 PI 4 P 0 50 100 150 �\ I GB 34.33��, N I 34.33 \ 39.92 GRADING LEGEND Plan Scale: 1" = 50' 32 9t - SW �3z 2 GB MA 3 4 34 I I \ 2,� 2�3 2)38 GB I Q I \ \ _ \\ - 2�36 2>36 �j�\ �2j39 r I ^� �42.50 FINISHED GRADE ELEVATION \ - ° 33.16 I I 34.19 I\ S \ BLOCK 11 `\' o 0 N "so s"PI s \ GB \ I SW \ \ I I I 11� FINISHED GRADE SLOPELn N - - q \ I I 111 I 10 9 O \ O O 4 O 2 Q/I � m I 27 N - - - - o I I I 34.00 33.83 \ 34.49 35.09 35.69 36.29 �36.95 37.55 -,38.15 38.68 vi \ \ 3g ��2626 FINISHED GRADE CONTOUR 6 �N \ \ �� \ 0I GB GB GB GB GB GB GB GB GB GB \ 34.52�27 34.33_ - 34.99 35.59 .36.19 _ _36.79 37.45 \ 38.05- - 3B&65, 39.18. 1`� cy 27 _ 8 - - - BLOCK 5 I GB 34 GB GB GB GB GB GB GB GB I GB I -2645� EXISTING GRADE CONTOURuj 34.43\ 34.33 34.99 35.59 36.19 36.79 37.45 38.05 38.65 } s 18"s 18 18" o N 1/ \ SW \ SW SW SW SW SW SW SW SW N >_ 2731. E. PHENOMENAL ST. x _ - - _ _ _ _ _ _ _ _ _ _ 139.16 '34.18 - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - _ - SW ® - - - - - - GRADE BREAK c� m \ 34.13 34.79 35.39 - 35.99 36.59- - - - 37.25- - - 37.85 - - - 38.45 38.96 Z N II I nc'�' / �,\^� , TBC TBC N TBC TBC � TBC TBC TBC TBC TBC TBC CV, \ s i � = N - Z 00 ^j 8"W 8"W 8 8"W "W 8 8"W 8"W 8" 8"W;�18 i 8"W 8"w 8„W ' W 8"W w MATCH LINE - S E E 27312730- �� x ti - E. CRESCEND - W X w \� I S 8„ 33.95 34.13 8 s 34.63s1 35.13 ..35.63_ 36.13 �36.63 37.13_ 37.638.13 38.63� 38.96_ „ „ „ SHEET NOTES oc 8" - 8"s 8"S - s s s 8 s 8 s s f N2730=27313P= ,�� _ TBC TBC TBC TBC 3 TTBC TBC TBC TBC BC -TBC TBC 3 Ln BELOWRIGHT u, 34.14 34.33 34.83 35.33 35.83 36.33 36.83 .37.33 37.83 38.33 38.83 39.16 A. SEE SHEET C1.1 FOR GRADING NOTES. LL, ��\ SW SW SW SW SW SW SW SW SW SW SW SW 33.97 _ _ _ _ _ _ _ _ _ _ • - - - - - - - - B. SEE SHEETS C2.0-C2.14 FOR ROADWAY II :elB/ - _ - - - - - - - - _ _ - - _ _ -- - - - I- - - - - - _ IMPROVEMENT PLANS. o�I / ( \ 34.24 34.33 34.83 35.33 35.83 36.33 36.83 37.33 \ 37.83 38.33 c38.83 39.06 �; GB I / C. SEE SHEET C2.14 FOR TYPICAL ROAD SECTION. GB GB GB GB GB GB GB GB GB GB GB '�, y I II �; 34.00 I 33.74 33.83 �34.33 34.83 35.33 \ 35.83 36.33 36.83 37.33 37.83 38.33 I 38.56 \ �II w I c'g I N I I GB GB GB GB GB GB GB GB GB GB GB II GB 2732 KEYNOTES # 3 I I I N I I \ 2j3,9 I 0 57 58 59 60 61 62 63 64 65 1 I \ 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. zo N I � 0D I I I X I ^MMz I - I 33.34 3 2. INSTALL FIELD DRAIN SWALE PER DETAIL, THIS SHEET. s _ GB \ \ 3. INSTALL 14' WIDE GRAVEL MAINTENANCE ACCESS ROAD �� N I I M °o ry I v 32.84\ 33.20 33.56 33.92 34.29 34.74 35.19 35.64 36.09 36.54 \ 36.99 37.78 (TYPE 3) PER ISPWC SD-304. N emu' o I I w I I I /�� `" GB GB GB GB GB GB GB GB GB GB GB I GB v I ' ^' \ I 4. INSTALL 14' WIDE ASPHALT PATHWAY/MAINTENANCE I 4"PI "P 4"PI 4"PI 4"P 4"PI 4"PI 4"PI "PI 4"PI 'PI 4'PI PI "PI 35 4" I 4"RI 4' 4"PI 4"PI ACCESS ROAD PER DETAIL, THIS SHEET. 3 I -2733- I I I I PI PI M I �j I \ 37.28 b N I o I w I l I o I N 3Q �� GB C N W \ 3S� 2� vi o I N I WI w 4 �s . N II W I I m PI I 33.20 \ \ - 46 45 44 GB 43 42 41 40 39 38 37 36 galo I� I 33.68 33.24 33.64 34.04 34.45 34.85 35.25 35.65 I 36.00 I I N� I I I I I II I -I ^MN I 33.67 33.44 G33.16 GB GB GB rGB GB GB GB GB r' II N I I A. 34.14 34.54 34.95 A.35 35.75 36.15 I 36.50 O N � w [GB GB GB GB GB GB GB GB GB GB1/Ili GB II N Io I I N t2"so 0, 34.17 33.95 33.66 33.74 34.14 34.54 34.95 35.35 35.75 36.15 36.50 z z L I I I GB 77 GB GB \ GB3.60 SW SW SW SW SW SW SW SW I \ _ z Q r I - s'w III II I 32.27 33.47 s s �SW _ - - � \ -I J N I GB GB 47 i 33.41 33.55- - 33.95 - - 34.35 34.75 - 35.15 - - 35.55 - -35.96- 36.33 - - - - - - 0 LL' ; - J o w W I 1 �\ TBC TBC TBC TBC TBC TBC TBC TBC _ - TBC V > I N °' 33.97 33.66 ue) O H �8 5 Q I ~ I o I Q 32.89 32.43 1 GB Gg 6w "w ew a 5` 8" 8"w "w- '6 °w 8"w I GB GB 33.52 5 R"� 0�4�_ E E. E8 CALATION ST. 2� � 13 c 2j36 =�2734_ I 34.14 3.31 g\N 33.68 4. 34.33 34.65 j6�s 34.98 8"s35.30 s 3562g"s3594 36.26 836. 5 "s 8"s - W SW --� Q I I M I I 33.19 GB 33.25 TBC TBC 3 TBC TBC TBC TBC TBC TBC TBC - TBC J 3 2�3g. 0 0 CID33.29 m W �V:L '� I a. Io I cV s I GB32. 49 GB33.45 TBC 33.83 34.21 34.53 34.85 35.17 35.49 35.81 36.13 36.45 36.73 _ I I S vi ~ I o I I oo vi I GB 69 32.80 SW 45 SW - SW - - SW - - SW - SW - SW - - SW - SW - SW SW - - - 1 GB s 33.45� ® (/) z N Q 3 1ST I 33.13 GB 32.82 34.21 34.53 34.85 35.17 35.49 35.81 36.13 36.45 36.67 "33.12 32.94 33.01 SW TBC GB GB \GB GB GB GB GB GB GB GB GB (/) IWI I I GB 33.13 I I I 33.82 33.21 33.53 33.85 34.17 34.49 34.81 35.13 35.45 II 35.67 > I \ W II I I 32.51 50 32.6GB 3 I I I GB GB GB GB GB GB GB GB GB GB Q I \ r 32.93 c I O I I I I I II N 1 II PI I GB GB TB ; I 2)33 BLOCK 9 \ 2�30- I p I�I I W aI I 32.94 Q 15 16 17 18 19 20 21 22 23 24 I Q I 2j3S = cS o f I I I I I 32.83 SW I 00(n a I 2, \ \ \ z I I G z GB 32.94 O I 3 2> I I lI I I I J I 32.33 51 GB I-_ I 3 2�3 3sr N GB 32.44 I 32.75 vi 32 91 �� I c� I APEX NORTHWEST No. 3 0 32.04 32.31 32.59 32.86 33.14 33.41 33.69 33.96 I 34.22 \ N I SUBDIVISION z Q GB WTBC I GB GB GB GB GB GB GB GB GB GB 2�35 I 32.76 �; 31.91 33.04 33.31 33.59 33.86 34.14 34.41 34.69 34.96 I 35.24 / I x / I I 32.65 SW I I GB GB- GB GB GB GB GB GB GB GB car I W 32.76 I \/ - `� M I GB 52 GB � �--� GB 15 32.Gg:4 1, TBC 6� t2�33- J ALLEY (PRIVATE) 2�3� 14 2�35 I I 6' Q " N 4"PIPr oe I cV I I �� 32.57 I 31.88 33.04 33.31 33.59 33.86 34.14 34.41 34.69 34.96 35.24 I N I 32.46 "ice 32 57 I I I SW GB GB GB GB GB GB GB GB GB GB I \��\\\\\ 3 (I I N / I GB I I 32.88 32.04 32.31 32.59 32.86 33.14\ 33.41 33.69 33.96 34.22 // // / 1 3 ^� I 53 GB a GB GB GB GB GB GB GB GB GB GB I 6' oQ I I I GB.9 6 Q 32.07 I I TBC 8°: I `° N I / I I GB W I �� �� 2�33 r I z m / W i ( I 32.SW 5 13 I 12 11 10 9 8 I III I \ N 3237 I \ � � 7 \� 4 I I I I FIELD DRAINAGE SWALE I- I I III N MN 31.87 54 GB I I \ 2732 _ I I I I ��SR SCALE. NTS U - - - - - - - - - - - I c^ 1 I GB 31.87 I TBC 8 I 32.45 31.58 31.82 32.06 \32.30 32.54 32.95 33.35 33.76 34.13 GB I GB GB GB GB GB GB GB GB GB I GB , \ _ 6-PI 6-PI s"PI I 31.45 32.58� 32.82 33.06 33.30 33.54 33.95 [34.35 34.76 I 35.11 _ I "so 32.45_ -GB GB GB GB GB GB GB GB GB GB z 2„W 12„W 2„W _ N GB 8"SD-� I 12' _ 12'W I v - - _ _ - - - o\ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ 18' CITY OF MERIDIAN EASEMENT z -;- T T T T I 32.37 32.58 32.82 33.06 33.30 33.54 33.95 34.35 34.76 35.14 O E. LAKE HAZEL RD. I �; �`�� 's SW SW SW SW SW SW SW SW SW - SW / 2' CLEAR 14' WIDE PATHWAY 2' CLEAR m 3 _ _ _ _ _ t_ _ I N - 8"W 8"w i 32.18 32.39 32.63 32.87 1 33.11 33.35 33.75 34.16 34.56 34.95 U ^ '. 6 " 2731 - TBC TBC TBC TBC - -TBC I TBC TBC /TBC TBC TBC 3.0 - S C ASPHALT PAVEMENT" CLASS " " g T T -T T T - I S 18"S 18 18" 27"S�18"S 18"S -18"S 18"S s 18"S 1�"S "S 18"S 18"S 18':N - "S 1.5% 2731 - 32 -2731- 2732 2732--2 33 E. PHENOMENAL ST. 2�3� Q Y 1 _ _� I 1f - >� - - - - - ENGINEERING L.L I3 " 5725 NORTH DISCOVERY WAY - - BOISE,IDAHO 83713 O - rno T(lp �\ - TOE 2731: �� �� � L - - - - - -� I - - PHONE(208)639-6939 6„sI \ kmengllp.com z � II _ _ - �2730-2731jp p o �J -� I % �34-� III- -III DESIGN BY: LICK LTOES \ 13 -I I I-I I I-I I I-i DRAWN BY: LICK � \ ��\��\\ � 2 3� CRUSHED AGGREGATE NON-WOVEN GEOTEXTILE FABRIC. MIRAFI 135N BASE MATERIAL CHECKED BY: LICK Q o F \ T\ OR APPROVED EQUAL DATE: MAY 2023 7, MATCHLINE - SEE \ ,�_ \op\ \ 12" - IMPORT BACK FILL OR APPROVED NATIVE z N MATERIAL. COMPACT AND PROOF ROLL PROJECT: 22 053 Z ABOVE LEFT o SUBGRADE. (95 MIN PROCTOR COMPACTION) SHEET NO. ASPHALT PATHWAY SECTION C3.0 W 0 NTS \\\�\cp 00 SHEET NOTES INLET SD A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY s ANAL G \ � ACHD SD-601, TYPE I \ \ xl RIM:2733.04 NOTES. ���� 5�\t,ENSFp ti 0 50 100 150 a 10 SUMP:2728.79 B. SEE SHEET C4.1 FOR STORM WATER DETAILS. o TOP INV IN:2729.79 12" (E) TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FTDP- - TOP TOP TOP TOP Plan Scale: 1" = 50' 8 �° \ \ tl TOP INV OUT:2729.79 12" (W)TOP TOP TOP TOP TOP TOP TOP TOP TOP Top Top Top Top TOP TOP TOP TOP TOP TOP TOP C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN 5/30/23 \ \\ x L25=0.45cfs AT OR BELOW 20 FEET FROM EXISTING GROUNDJ'00-0.63cfs SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR � BASED ON THE INFILTRATION TEST RESULTS WITHIN THE � OF �lv� s I PI�6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 4 PI u 4 PI 4 P PI POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR C �(\N \o� \-o \ ACHD STORM DRAIN INLET #1 1 \ EASEMENT GREATER. FOR ADDITIONAL INFORMATION REFER TO THE \ � x �� 1 I (ACHD 33.04 , TYPE I GEOTECHNICAL INVESTIGATION "APEX WEST SUBDIVISION" \ 37.0' 18" ADS N-12 HP - 8 RIM:2733.04 } PREPARED BY ATLAS, DATED FEBRUARY 8, 2022. o ® 0.00% SUMP:2728.93 Q o �0 \�°o \ - INV OUT:2729.93 12" (W) �° v; D. PROVIDE WATER-TIGHT SEALS AT PIPING SGT #4 (1000 GAL) Q25=0.31cfs r ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, RIM:2733.62 (S) 4 Q100=0.43cfs BLOCK 11 I I AND MANHOLES. \ RI29.733.65 (N) 11 10 n O O O O O O O 1 m E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE INV IN:2729.77 12" (E) INLET #13 4 OD N COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF \ INV OUT:2728.92 18" (N)� 8 ACHD SD-601, TYPE I `� vi ROW OR WHERE COVER IS GREATER THAN 2 FEET THE \ INLET BAFFLE:2729.09 \ ,� RIM:2733.49 I I I w N OUTLET BAFFLE:2729.67 STORM PIPE SHALL BE ADS N-12 HP PIPE OR Q25=0.71 cfs BLOCK 15 N 1 - - SUMP:2729.36 APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN Q o Q100=0.99cfs 33.5' 12" ADS N-12 HP INV OUT:2730.36 12" (S) I LESS THAN 5-FEET OF SEPARATION BETWEEN @ 0.42% Q25=0.79cfs O/L" � STRUCTURES. `) XX� � o I I iQ100=1.lOcfs x 4.3' 12" ADS N-12 HP_ - - - - - - - - F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC �o - - -30.5' 12" ADS N-12 HP= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. _ STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC `* � `� `� U N U { RATED LIDS UNLESS OTHERWISE SPECIFIED. uj 23.7' 12" ADS N-12 HP INLET #14 -s"w s"w s^w a^w s^w s"w s s"w s"w ' s"w w� ` " "w a"w s"w � x ® p,4H% ACHD SD-601, TYPE I Q G. THE CONTRACTOR SHALL COMPLY WITH ALL THE F III II I I RIM:2733.49 E. CRESCENDO ST. REQUIREMENTS FOR STORM WATER DISCHARGE SGT #5 (1000 GAL)% ��s 3 s SUMP:2729.23 s"s s"s s s a"s a"s a"s a"s s"sF s" 8"s s"s s"s 5 s"s a"s "s 8's 3 3 3 3 ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES ,, RIM:2734.27 (N) INV IN:2730.23 12" (N) IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP N x RIM:2734.35 S _ INV OUT:2730.23 12" S z V) ( ) - -Q25=0.76cfs ( )- - - -vi - - - - - - - - - - - PLAN PREPARED FOR THIS SITE, REGULAR SITE o INV IN:2730.10 12" (E) - - - - _ - - - - - - - - HE Lu INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO T INV OUT:2729.25 18" (S) - - - Q100=1.06cfs - - - - - - - - - - - - - - - - - - - - - - - - - SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN cn z INLET BAFFLE:2729.42 v I III THE NPDES GENERAL PERMIT. W 5.3' 12" ADS IN 12 HP w x OUTLET BAFFLE:2730.00 I I � W 0 Q25=1.55cfs 0.57% N o_ or w II� �O I I I H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN w 0 o Q100=2.16cfs I I SDMH #3 ENGINEER AND ACHD. z 5 v I 48"0 SDMH FLAT TOP � � � I I RIM:2734.00 I I I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM o Xi SUMP:2728.20 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN u o O I N I $ I rn I 55 INV IN:2730.20 12" (N) 58 59 60 61 62 63 64 65 MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER o ~ W ACHD STORM DRAIN PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH u INV OUT:2730.20 12" (W) i �; i SECTION 8018 OF THE ACHD DEVELOPMENT POLICY EASEMENT I 76.2' 18"I ADS N-12 HP MANUAL AND ISPWC SD-623. ® 0.00% J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, W au \ 56 57 - - THE CONTRACTOR SHALL CONFORM TO THE STANDARDS w N I v; SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF o N THE ACHD STORMWATER GUIDELINES. 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI "PI 4"PI "PI 4"PI 4 PI 4"PI 3'5 4" 1 4"RI 4"PI 4"PII 4"PI 4'i K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 I PI PI 8 I I I b AND 8200 OF THE 2017 ACHD POLICY MANUAL. ACHD STORM DRAIN � EASEMENT I 8 I V L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE 45.0' 18" ADS N-12 HP 3 I I ELEVATION PER THE INTERNATIONAL BUILDING CODE, O;Oi% i 57.5' 12" ADS N-12 HP BLOCK 7 - - INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN SGT #3 (1000 GAL) I i 0.40% 45 REQUIREMENTS. O 44 43 42 41 40 39 38 37 36 RIM:2732.05 (S) RIM:2732.09 (N) � � KEYNOTES INV IN:2728.13 12" (E) I I I � I INLET #9 INV OUT:2727.28 18" (N) ACHD SD-601, TYPE I INLET BAFFLE:2727.45 J RIM:2731.49 I O UTILITY MAIN/MAIN CROSSING OUTLET BAFFLE:2728.03 L SUMP:2727.38 \ MAINTAIN VERTICAL AND HORIZONTAL Q25=1.05cfs I INV OUT:2728.38 12" (W) s POTABLE/NON-POTABLE MAIN LINE SEPARATION Q100=1.47cfs N Q25=0.50cfs s _ _ _ _ _ _ _ _ _ I PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER (� I I I � Q100=0.69cfs 47 s - - - - - - IL- � - � - '-' - - - - - - - - - - NOTE 2 SHEET C1.1 FOR ADDITIONAL 4.3' 12" ADS N-12 HP O z j I / N (n 1 0 N N (n N Vl® 0.46% O N INFORMATION. INLET #101 s"w s"w ^w s^w s 8^w ^w "w a°w "w 1. SB #1 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION z ACHD SD-601, TYPE I N � 5 a" a"s s"sT s"s s"s�- s s"s s"s s"s S s"s "s 8"s s"s s^= A-A ON SHEET C4.1 (1411 x 15'W x 8.5'D) z RIM:2731.49 3 3E. ESCALATION ST. 3 3L _ SUMP:2727.15 s m e 3 3 2. SB #2 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION INV IN:2728.15 12" (E) N 49 \ '� �, En N N �, �, lst N U) En N N B-B ON SHEET C4.1 (61'L x 9'W x 8.5'D) O z INV OUT:2728.15 12" (W) w vi �/ - - - - - - - - - - - - - - - - - - - - O LJ..I Q25=0.55cfs �; I s � / �o / - - - - 7 T - 3. SB #3 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION Q1 0.77cfs I w 0 o I I 1 A-A ON SHEET C4.1 (40'L x 15'W x 8.5'D) Q = LJ..I LLA I I 4. SB #4 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION > I I E A-A ON SHEET C4.1 (32'L x 15'W x 8.5'D) m SGT #2 (1000 GAL) I 50 I N o O RIM:2732.27 (W) SGT #6 (1000 GAL) I BLOCK 9 1 PI PI 5. SB #5 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION z RIM:2732.30 (E) RIM:2732.62 (W) (OPEN GRATE) B-B ON SHEET C4.1 (68'L x 15'W x 8.5'D) APEX NORTHWEST No. 3 INV IN:2727.88 12" (W) RIM:2732.65 (E) (CLOSED LID) 15 16 17 18 19 20 21 22 23 24 � Q Z INV IN:2727.88 12" (S) I INV OUT:2728.66 18" (E) uj SUBDIVISION INV OUT: 2727.03 18" (E) 51 INLET BAFFLE:2728.83oo I Q 6. SB #6 (PRIVATE) SEE SEEPAGE BED DETAIL #1/SECTION W Q INLET BAFFLE:2727.20 OUTLET BAFFLE:2729.41 z C-C ON SHEET C4.1 (59'L x 10'W x 8.5'D) _ OUTLET BAFFLE:2727.78 N 025=0.87cfs O Q25=1.20cfs Q100=1.22cfs 7. SB #7 (PUBLIC) SEE SEEPAGE BED DETAIL #1/SECTION Lu W Q100=1.68cfs rvN Q A-A ON SHEET C4.1 (89'L x 12.5'W x 8.5'D) 64.0' 18" ADS N-12 HP � z 31.8' 12" ADS N-12 HP i > " I 6 ® 0.0I ® \ 8. INSTALL GROUND WATER OBSERVATION WELL PER ACHD Of ® 0.41% SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION 52 16.6' 12" ADS N-12 HP vai u BED 5' FROM THE END AND OUTSIDE OF BED A ACHD SD-601NLTYPE 6I PI @ 0.42% I C g ALLEY (PRIVATE) 14 N MINIMUM OF 50' FROM THE PERIMETER OF THE BED. z G RIM:2731.35I I 15.7' 12" ADS N-12 HP W 00 I 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI "PI PI 4"PI I 4"PI M"PI "PI 4. _ I G� SUMP:2727.01 ® 0.45% II I x INV IN:2728.01 12" (W) N INLET #1 I 12 11 I I LJJ O INV OUT:2728.01 12" (E)l N 53 ACHD SD-601, TYPE I a INLET #2 Q25=0.31 cfs �, RIM:2731.87 00 ACHD SD-601, TYPE I Q100=0.43cfsl 0 oo � `° ., SUMP:2727.76 RIM:2731.87 57.5' 12" ADS N-12 HP INV OUT:2728.76 12" (E) I 13 SUMP:2727.76 oQ' @ 0.40% I Q25=1.12cfs INV OUT:2728.76 12" (W) r INLET #5� Q100=1.55cfs I - Q25=0.70cfs 10 O9 O8 O7 O6 O5 O4 / ACHD SD-601, TYPE II 54 � Q100=0.97cfs oQINLET #3 RIM:2731.35 I � O - I � ACHD SD-601 TYPE I SUMP:2727.24 2 66.0' 18" ADS N 12 HP / INV OUT:2728.24 12" (E)l " ® 0.00% RIM:2731.70 z Q25=0.44cfs I "PI 6"PI 8 6"PI SUMP:2727.59 O a Q100=0.62cfs 8 INV OUT:2728.59 12" (S) X INLET #8 N 18'SD ACHD STORM Q25=0.51 cfs N DRAIN _Q100=0.72cfs - ^' ACHD SD-601, TYPE I � - - - - - - - - EASEMENT RIM:2731.51 21.8' 12" ADS N-12 HP- O SUMP:2727.10 22.3' 12" ADS N-12 HP I/�/ `rs, ® 0.82% - N N INV IN:2728.10 12" (S): 8 ® 0.98% 4N s"w ` " "w s"w8.6' 15' ADS N-12 HP ! 8' ' w a 8 s"w "w w 8' ; - INV OUT:2728.10 12" (N); 18 18»s_ SDMH #1 ® 0.46% Q25-0.21 cfs 48"� SDMH FLAT TOP l a"s l a"s l a"s l a"s l e"s 18"s i s"s 1 s"s L - "s s l a"s 18"s 18"s l a"s Z - 4.3 15" ADS N-12 HPIn a INLET #16 Q100=0.29cfs z RIM:2732.23 ® 0.46% E. PHENOMENAL ST. z ACHD SD-601, TYPE 1 30.5' 12" ADS N-12 HP,1 SUMP:2726.44 RIM:2731.67 ® 0.99% INV IN:2728.69 12" (W) -------�$�� -----------��"�p-------- c O SUMP:2727.33 BLOCK14 INLET #7 - - - - INV IN:2728.69 12" (E) - - - - - �-�� - - - - - - - - - - - - - - - - - - - `�- - - - - - - - - - - - - - U- - - INV IN:2728.33 12" (E) ACHD SD-601, TYPE I TOP INV OUT:2728.44 15" (SE)FOP TOP - °e - 8 L - - - - - - - - - - INV OUT:2728.33 12" (W) 1 RIM:2731.51 TOE TOE TOE TOE TOE OE Q25=0.96cfs SUMP:2727.40 69.1' 15" ADS N-12 HP 3s"c 1 146.0' 18" ADS N-12 HP ACHD STORM DRAIN O Y 0100=1.34cfs INV OUT:2728.40 12" (N) TOE Tc @ 0.41%P T P _oE-@ 0.00% EASEMENT L - - - J LL = 4.3' 12" ADS N-12 HP Q25=0.24cfs SGT #1 (1500TGAL) TOAF �� E N G I N E E R I N G ® 1.15% I Q100=0.34cfs I SDMH #2 �RIM:2732.27 (W) \ TOFTop 5725 NORTH DISCOVERY WAY 48"2 SDMH FLAT TOP r BOISE,IDAHO 83713 O 3 RIM:2731.93 INV N 2728.10E)15" (N) op TO of \\ PHONE(208)639-6939 z SGT 7 1000 GAL RIM:2732.23 N I 8 SUMP:2726.16 ro kmengllp.com ( ) I INV IN:2728.16 15" (NW) INV OUT:2727.25 18" (E)\ ro A DESIGN BY: LCK RIM:2732.28 (S) N INLET #15 INV IN:2728.41 12" (N) INLET BAFFLE:2727.42 To A INV IN:2728.28 (E) ACHD SD-601, TYPE I INV OUT:2728.16 15" (S) OUTLET BAFFLE:2728.00 F ro INV OUT:2727.43 (S) Q25=2.58cfs \\ F DRAWN BY: LCK Z INLET BAFFLE:2727.60 RIM:2731.67 Q100=3.60cfs TOA T° °A OUTLET BAFFLE:2728.18 SUMP:2727.56 INLET #4 TOF O \ CHECKED BY: LCK Z Q25=1.93.18 N INV OUT:2728.56 12" (W) ACHD SD-601, TYPE I o r DATE: MAY 2023 G Q100=2.70cfs N Q25=0.97cfs RIM:2731.70 x of z D Q100-1.35cfs SUMP:2727.12 \ r PROJECT: 22-053 7 57.5' 12" ADS N-12 HP INV IN:2728.12 15" (N) �oF °O °A 0 94.0' 18" ADS N-12 HP © 0.40% INV OUT:2728.12 15" (S) SHEET NO. _ a ® 0.00% I N I Q25=0.37cfs \ J Q 100=0.51 W cfs ° m .4 0 8 2 I N LL S�pNAL fN LEGEND �S G� Oi WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �pp� ���ENSFD 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 4 FINISH GRADE CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 2 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER - - - 860 TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- 5 30123 p _ p CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS i y �9T� �aP� \v • - @) PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" i C�,y OF �lv o d o 4¢ PIPE. DRILLED WELLS MAY USE 4" PIPE K\N o NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK A __________ ______7 �� �� ==- ________________ A E O POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY i o�P o�P C 3 � AP Q OO 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 - G C C s NOTES: 2 i 5 PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR i STORM DRAINAGE FACILITIES i N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS L - - - - - - - - - - < 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PLAN VIEW 6 w N o w s ' N.T.S. o M J) O -III=III=III=III=III= 18" II-III-III=III=III 3 =III=III=III=III= o f~ �� =III=III=III=III II-III=III-III-i m 111=111=111=111 hI o [fif l l l l l 5 11=1ii-1 -� -I -III= LLI _Z H X _ 4 H W cn s OUTLET Li SECTION CONCRETE COLLAR FLOW o BAFFLE WALL N D \� ELEV B z "' > N.T.S. FLov o ELEV A V) Z 0- 4 4 ELEV D w Lu F INLET BAFFLE WALL 4 pC - w vi ELEV C 20"ISTD z w 9 70 0 2 O SECTION A-A N.T.S. u Q NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY O � 8 LEGEND: z i MANHOLE FRAME AND COVER PER SD-617 (TYPICAL) SECTION z LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) s H 1-FT USE GRADE RINGS (TYPICAL) N.T.S. 1-FT < H <= 2-FT USE 24" DIA RCP RISER 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS O EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD 5 WATERTIGHT SEAL s PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2017 ACHD REVISION 2017 ACHD REVISION IDAHO STANDARDS IDAHO STANDARDS 2015 SAND AND GREASE TRAP STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING ACHD STORMWATER DESIGN CONSTRUCTION CONSTRUCTION GUIDELINES BMP 01 OBSERVATION WELL SD - 627 OBSERVATION WELL SD- 627 1 OF 2 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 CONCRETE ALLEY SECTION. FULL MINIMUM 1.0-FT COVER FROM TOP FINISHED GROUND ROADWAY SECTION IS REQUIRED NO TREES ARE ALLOWED WITHIN OF BED TO PAVEMENT SUBGRADE z NO TREES ARE ALLOWED WITHIN OVER SEEPAGE BEDS. SEEPAGE 10' OF THE OUTSIDE PERIMETER O SAND AND GREASE TRAP PER SIDEWALK PER ACHD SUPPLEMENTAL 10' OF THE OUTSIDE PERIMETER BEDS SHALL NOT EXTEND ABOVE OF THE SEEPAGE BED IS REQUIRED. BACKFILL OVER BED ACHD REQUIREMENTS. REFER TO ��A,B,C STANDARD DRAWING SD-709. OF THE SEEPAGE BED SUBGRADE TO SUBGRADE WITH 6"-8" MINUS z J ACHD DETAIL BMP 01. CURB AND GUTTER NO TREES ARE ALLOWED WITHIN PIT RUN. LOCATIONS, ELEVATIONS, SIZE, AND PER ROADWAY PLANS. 10' OF THE OUTSIDE PERIMETER ADDITIONAL INFORMATION PER ELEV. - "A" MIN. i i FINISHED GROUND ELEV. - "A" (MIN.) z (MIN.) ��! OF THE SEEPAGE BED SHEET C4.0. /�/�/�/�%�/< /;�� z 5 LF OF 18"0 vi ����������������������������������. ELEV. - „A„ (MIN.) O - - ADS N-12 HIP w w w �V�/V�/V�/V�/V�/�/V�/��V�/V�/V�/V�/V�/V�/ F - - 1 -m ;�i���i���i���i���i�� ��i� s ���i���i���i���i���i��� ;, ,��� :;� ELEV. - „B„ LU a i ELEV. - B' ��i��i��i��i��i i�� i��i��i��i��i��i�� ELEV. - B" �����i��i��% i��%�������, _ SD- -SDI ------- --------- '~`� _ 3 \_ =w cn 3 3 / ELEV. C" W o uwi ELEV. - "C" ELEV. - "C" [ Q Q \ Uj u 5 5 w w 0 LLI 5 �J QQ m O *18"0 PERFORATED ADS N-12 HP. Q m Q m � J TRANSITION 5' IN BED NON-PERFORATED TO L ABC < w 1 PERFORATED PIPE =w =w o w Ln zCir Q LENGTH VARIES, SEE TABLE THIS SHEET w w wo < W PLAN VIEW 2 cl SAND AND GREASE TRAP PER Lu 0 ACHD REQUIREMENTS. REFER TO ACHD DETAIL BMP 01. ELEV. - "D" 2 - ELEV. - "D" 2 ELEV. - D LOCATIONS, ELEVATIONS, SIZE, AND WATERTIGHT CONNECTION z 1 Lu ADDITIONAL INFORMATION PER z 1Q z 1Q w SHEET C4.0. 18'0 SOLID WALL ADS N-12 HP : - - - :2 WIDTH VARIES, SEE Q (EXTEND 5' INTO SEEPAGE BED) ; WIDTH VARIES, SEE WIDTH VARIES, SEE MAX. HSGW TABLE THIS SHEET 18"0 PERFORATED ADS * FINISH GROUND MAX. HSGW TABLE THIS SHEET MAX. HSGW TABLE THIS SHEET = OR ROCK N-12 HP = OR ROCK = OR ROCK "zi18" ADS CAP ELEVATION ELEVATION ELEVATION O S 4 4 z G 0% SLOPE x KEY 1. ISPWC 801 OR ASTM C33 FILTER SAND. 1. ISPWC 801 OR ASTM C33 FILTER SAND. KEY 0 2. 3/4" - 2" ANGULAR ROCK. Q V) MINIMUM OF 20" 2. 3/4" - 2" ANGULAR ROCK. 1. ISPWC 801 OR ASTM C33 FILTER SAND. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER BAFFLE SPACING 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER 2. 2" WASHED DRAIN ROCK OR 3/4" - 2" ANGULAR ROCK. DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 3. 18°°0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD STORMWATER 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. 4" OF CHIPS PIPE BEDDING 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. DESIGN GUIDELINES DETAIL BMP 20 AND DETAIL ON THIS SHEET. 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL ENGINEER. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF GROUND WATER OBSERVATION WELL PER 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL DETAIL. EXTEND MINIMUM OF 1' BELOW 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM OF WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE z THE BOTTOM OF SAND LAYER WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL BE 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN LANDSCAPE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD O PROPEX GEOTEX 401 F OR APPROVED EQUAL MEETING ACHD AREAS. STORMWATER DESIGN GUIDELINES SECTION 8202.23. a PROFILE VIEW STORMWATER DESIGN GUIDELINES SECTION 8202.23. M N M U cl PLAN AND PROFILE SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW SECTION VIEW B- B: SEEPAGE BEDS SECTION VIEW C-C: SEEPAGE BED z OUTSIDE OF PUBLIC ROW (COMMON LOT OUTSIDE OF PUBLIC ROW (PRIVATE ALL EY) z m o 0 m GENERAL NOTES U SEEPAGE BED TABLE A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS �coo0 45, BED LENGTH BED WIDTH DESIGN INFILTRATION RATE 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL Z SEEPAGE BED SECTION (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) (IN/HR) B. ALL INFORMATION LION REFER TORES THESHAOLEBENICAL INVESTIGATION GREATER IONLOAD E WED.ST SUBDIVISION" PREPARED BY ATLAS, DATED FEBRUARY 8, 2022. O z C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. p s E N G I N E E R I N G a SB #1 (PUBLIC) A-A 141 15 8.5 2732.26 2729.85 2727.25 2721.35 2710.9f 8,589 8.0 D. BED WIDTH SHALL REMAIN CONSTANT. o moo•. 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 BOISE,IDAHO 83713 SB #2 (PUBLIC) B-B 61 9 8.5 2732.28 2729.53 2727.03 2721.03 2711.3f 2,248 8.0 EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS O 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 #3 (PUBLIC) A-A 40 15 8.5 2732.08 2729.78 2727.28 2721.28 2712.1f 2,454 8.0 TO ACHIEVE THE REQUIRED INFILTRATION. kmengllp.com z F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. SB #4 (PUBLIC) A-A 32 15 8.5 2733.64 2731.42 2728.92 2722.92 2713.0f 1,958 8.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. DESIGN BY: LICK 4 H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL SB #5 (PUBLIC) B-B 68 15 8.5 2733.34 2731.26 2729.25 2722.76 2712.7f 4,128 8.0 COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. DRAWN BY: LICK a I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. 18" PIPE CHECKED BY: LICK SB #6 (PRIVATE) C-C 59 10 8.5 2732.70 2730.67 2728.66 2722.17 2712.2f 2,416 8.0 J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR Q z ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. Z o DATE: MAY 2023 G SB #7 (PUBLIC) A-A 89 12 8.5 2732.28 2729.93 2727.43 2721.43 2712.3f 4,513 8.0 18" PERF PIPE D \�/(� PROJECT: 22-053 c 0 SHEET NO.ULE c SEEPAGE BED DETAIL #1 3/8" PERFFORIAOTIONSHIN VALLEY J N NTS OF CORRUGATED PIPE. 5 EA ON 18". C4 1 LU o N 13 2 If ■� SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER ASS\ONAL fNc� NOTES. fox \C E N SFD B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 860 V' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s>q 5/30/23 'o Q N ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC lF \OQIv 4"PI 4"PI 4"PI 4"PI 4"PSSCO 9 4 4"PI 4"PI I "PI 4"PI "PI 4"PI j'PI- 4"PI 4" 1 4"RI 4"PI 4"PII SD-507. 0h.� 0f NG�� # b /�/ 1 P1 PI I RIM:2733.77 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF C• K vi •I 01 INV:2727.91 4" vi MERIDIAN STANDARD DRAWING SW3. SSMH #3 (48-INCH) r N E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER STA: 3+44.28 OFFSET: 0.00' SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY PI N: 686655.30, E: 2456788.39 BLOCK 7 I - - EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR o I 46 45 44 43 42 41 40 39 38 37 36 35 I ARE BAASED ON STIUUB LOCATION.ON. SERVICE LSTA STATIOENGTH NING TAKEN T FROM N I STA: 3+30.78 STA: 3+36.78 STA: 3+44.28 CENTERLINE OF SEWER ALIGNMENT. INV: 2729.02 INV: 2729.34 1 NV: 2729.15 I STA: 3+44.28 STA: 3+87.65 STA: 4+37.65 STA: 4+87.65 STA: 5+39.16 STA: 5+87.65 STA: 6+37.65 STA: 6+85.79 F. INSTALL 4" DIAMETER SEWER SERVICES PER ISPWC L: 96.5' L: 24.7' L: 77.1' INV: 2728.96 INV: 2729.24 INV: 2729.64 INV: 2730.05 INV: 2730.46 INV: 2730.85 INV: 2731.25 INV: 2731.64 I SD-511 (TYPE A-F) WITH MINIMUM SLOPE OF 2% FROM rn N 12"so I L: 46.0' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' L: 45.5' SSCO 4 1 THE PROPERTY LINE TO SANITARY SEWER MAIN. a M L I 3S. # o N STA: 6 653.53 OFFSET: 1,33. G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, N: 686653.53, E: 2457133.04 - - CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP i ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND 47 'sue �� �' ti �'E. ESCALATION ST. N in N s. SEWER, OR RECYCYLED WATER MAIN EASEMENT. N I 2 SSCO #10 2 9 �e a' 8"w w a = e"w "w "w a"H RIM:2733.98 OSSCO #8 400 5+a0 00 RIM:2733.73 gl'S "S I 8'S 8"S N I INV:2728.84 4" INV:2727.09 4" I ' ° a"s a"s "s a"s w r „� 3 3 3 3L - 3 KEYNOTES s STA: 2+61.99 �13 e•�g5 g I 49 INV: 2728.65 �O 0 rn rn rn y in ,n in cn cn N L: 41.6' x _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - _ o - - - O UTILITY MAIN/MAIN CROSSING Z N SSMH #2 (48-INCH) \ / MAINTAIN VERTICAL AND HORIZONTAL O o N STA: 2+90.33 OFFSET: 0.00' w / POTABLE/NON-POTABLE MAIN LINE SEPARATION 5; o N: 686617.34, E: 2456750.06 I �n r rn cO N �� t"� rn 0 rn 1 EXISTING SSMH #5 (48-INCH) PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER W F CO 't°' 't"� Ki cO °' N `� 00 STA: 7+50.21 OFFSET: 0.00' O ~ W NOTE 2 SHEET C1.1 FOR ADDITIONAL x STA: 2+61.99 I rn ai ,n rn rn o n o r o Cn INFORMATION. 50 N N N to r� r7 r7 _ r7. N: 686653.21, E: 2457194.31 Ln m INV: 2728.50 I co ap I ��i) ��in fir-LO fir-0 fir--0 ONin fir-L0 (� � (DN z (fiL: 3 8.5' N N N N N N N N N w PI PI I I z z z z z z Q z z z © UTILITY MAIN/SERVICE CROSSING cn_ cn_ cn_ cn_ cn_ cn_ Cn_ cn_ cn_ MAINTAIN VERTICAL AND HORIZONTAL o uj I I w I APEX NORTHWEST u > POTABLE/NON-POTABLE MAIN/SERVICE OR _ Q I STA: 2+17.99 I BLOCK 9 Q I SUBDIVISION No. 3 SERVICE/SERVICE LINE SEPARATION PER CITY OF u I 51 INV: 2728.31 STA: 1+7 I O I MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 Q L: 38.5' 15 16 17 18 19 20 21 22 23 24 Q I SHEET C1.1 FOR ADDITIONAL INFORMATION. � I z I 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER ® I MAIN PER CITY OF MERIDIAN REQUIREMENTS. `� 3.99 I > INV: 2728.13 Q v v 2. INSTALL 4" TRAFFIC RATED CLEAN-OUT PER ISPWC PI Ln ALLEY PRIVATE N I STANDARD DRAWING SD-506A. L: 38.5' I a- e v °0 I 6"PI 6"PI 6"PI 6"PI 6"PI PI- 4"PI I 4"PI "PI I vi STA: 1+29.99 Cn co I 53 INV: 2727.94 I I a I L: 38.5' I I `° I I I WOI I � I I J I STA: 1+00.00 I SSMH #1 (48-INCH) I I 54 INV: 2727.78 STA: 1+00.00 OFFSET: 0.00' I I L: 41.0' N: 686427.01, E: 2456749.13 I I I o"cn i 6"PI 6"PI I 6"PI I I ® I ALIGNMENT "A" PLAN AND PROFILE o z V) 0 50 100 150 0 5 10 15 (k m z Ww J J Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O Q a: E: 00 CL cI) � � n- a- > = zoo 2750 2750 00 0 w Q Q 1 z z � z w Q Q w 0 Q m 2745 ^ Z ^ 2745 W w ao of Z ~ ~ _ cZ CZ o - -o 3: w G G 0 Co 09 - - ao C 00 Co G w o c�i> zzv o =o oo � w Z Z 6 00 6 o O (D (D ^^.Zi 2 O N N 2740 0 z vo ��oo_z� oo't� ��o c��oNNON N 2740 J J 20 �-': Z� Co � � Co 0) 0) N +r, D Z +r' NN � � �w�1 Q Q VO 00 1 O � I� Co �0� COC) CA N O(oN0 H1�NZZ O N Z� N 00 0) N N N� NNN CnH� > XH� > > > 10 Ln 7 co Cy r� � M't rrj I, r- r N (n(n tY ? W(n EE Z Z Z L^.j �O N N o O r r, N + N N N ? FINISHED GROUND Q O N N +M N N ? =M N Z Z Z �0MN 2NNZZ o V) Z 2735 2735 +,� Q N N E - - - =�N ? O (n�mZZ Z (n w E _ _ (/7H� > > -.- -. (n(n E Z Z - EXISTING GROUND I 2730 ' 2730 0 - a 1 1 N 1 - � 3 3 U 3 ao m 2725 2725 0 8 P C @ 0.627. (/') z 1 I 344.7' Cf 8" PVC © 0. 2% O m 0 N I U O 2720 53.9' of 8" PVC ® 0.43% 7- --- 2720 3 w O Z 61.3' of 8" PVC ® 0.42% 0 E N G I N E E R I N G LL 3 5725 NORTH DISCOVERY WAY EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO83713 O FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639-6939 z w 2715 2715 kmengllp.com I O M � N � N 00 N O � N n � DESIGN BY: LCK 00 n N CO �N rn N NN NN N N cD DRAWN BY: LCK z ^ r7 r7 r7 �"� r7 r7 r7 r7 r7 M r7 r7 r'� a I� n r c ^ r a N N CV N CV N N N C 4 N N N CV N CV N CV N CV N Cq N Cq N N N N CHECKED BY: LCK o DATE: MAY 2023 z PROJECT: 22-053 c Z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 0 SHEET NO. c s m 5. N 2 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SS\oOENS F10 Nc�'t' 0 50 100 150 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTION PER CITY OF MERIDIAN l 01 I Plan Scale: 1" = 50' REQUIREMENTS. 860 1- 2" BLOW-OFF ASSEMBLY FOR O6 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN s> 5/30/23 �o Q x FUTURE WATER MAIN EXTENSION E 0 STANDARD DRAWING SW3. � l Q' v �\ I N: 687131.99, E: 2456557.58 D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF �f TOP TOP TOP COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP ,TOP- - �TOP TOP TOP TOP �tff TOP OI TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP IIITOP� TOP TOP TOP TOP OF COVER. x 8 ' 20' CITY OF MERIDIAN = E. INSTALL WATER VALVE BOX AND LID PER CITY OF WATER EASEMENT MERIDIAN STANDARD DRAWING W1 1. \ I I 6 I "PI------76 PI 6-pi 6-PI 6 PII 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 6 PI 4 PI 00 4 PI 4 P PI F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, \ I I CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP rn 155 LF 12" PVC I } I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND \\ SEWER, OR RECYCYLED WATER MAIN EASEMENT. Ui m \ - _ 4 \ I I BLOCK 11 r I Q o \ ss \ I I l 11 10 9 8 ASIEMBLY 00 N CIVIL ACRONYMS ' 1-FIRE HYDRANT 5 5 1-FIRE HYDRANT ASSEMBLY (n STA: - ROAD STATION 15 LF 8" PVC 1-8" X 8" X 6" TEE 1-8" X 8" X 6" TEE I I N I MJ - MECHANICAL JOINT - - BLOCK 15 -1-8" 45" ELBOW - - -1-6" GATE VALVE - - - _ 1-6" GATE VALVE_ - 40 LF 8" PVC - - - - - FLG - FLANGE 10 LF 6" PVC 10 LF 6" PVC N: - NORTHING w I _ N: 686967.42, E: 2456570.21 I E: - FASTING N: 686966.63, E: 2456724.24 N: 686964.75, E: 2457090.24 r o o \��JJ �� 11 1 2 2 2 2 REMOVE 2" BLOWOFF ASSEMBLY L - STATION OFFSET LEFT F A x �s ((l[ 11 - - - - - - - - - - - - AND CONNECT TO EXISTING \ R - STATION OFFSET RIGHT g - - - - - - - - - - - - - - - - - - - - - - - 8" GATE VALVE - - - - - N: 686964.54, E: 2457131.00 z N \� 1-12" X 12" X 8" TEE s 155 LF 8" PVC `� `� 365 LF 8" PVC `� I KEYNOTES ® O o °A 8"W 8"W "w 8"W "W 8"w 8" 8"W s"w s"w ' "w 8"w N8 w\ 1-12" GATE VALVE � _ in W 1-8" 45' ELBOW E. CRESCENDO ST. O � W Lu X UTILITY MAIN/MAIN CROSSING w � 1-8" GATE VALVE 5 s" - s" s"s a"s s"s s s s "s s"s a"s a"s a"s s"s a" 8"s 8"s s"s s 8"s 8"s "s s MAINTAIN VERTICAL AND HORIZONTAL W N: 686978.93, E: 2456556.83 3 3 3 3 3 3 3 3 POTABLE/NON-POTABLE MAIN LINE SEPARATION oq oq X ^? PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER w NOTE 2 SHEET C1.1 FOR ADDITIONAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - I- - - - - - - - - - 0 x w x 14 I 1 2 2 2 2 2 I l © UTILITY MAIN/SERVICE CROSSING a " II \ I MAINTAIN VERTICAL AND HORIZONTAL O 1 1-12" 45' ELBOW I ~ 145 LF 12" PVC I o N: 686834.63, E: 2456556.12 I I POTABLE/NON-POTABLE MAIN/SERVICE OR l I SERVICE/SERVICE LINE SEPARATION PER CITY OF s I I MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 x I I rn I 55 56 57 58 59 60 61 62 63 64 65 I I SHEET C1.1 FOR ADDITIONAL INFORMATION. o L o I n I I I z ~ 0 1 15 LF 12" PVC 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN STANDARD DRAWINGS W1, W2, AND W6 1-12" 45" ELBOW W I N: 686822.57, E: 2456568.06 I - - 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" o I � N I 0 METERS AND 3/4" METER SETTERS PER CITY OF MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. o I � I I 4"PI 4"PI a"PI 4"PI 4"PI 4"PI 4"PI a"PI "PI a"PI "PI 4"PI 4'PI 4"PI 35 4" I 4"r�l 4"PI 4"PII 4"PI 4'I 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE I PI PI I I AND NON-POTABLE MAINS. W a 1 o I � I V 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE ~ r i I WATER MAINS AND SEEPAGE BEDS. V_T\ 1 4 PI BLOCK 7 I 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD w DRAWINGS W8 AND W9. N o o Ilia N I 46 45 44 43 42 41 40 39 38 37 36 I I 11 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN ~ III I 1-FIRE HYDRANT ASSEMBLY O5 I STANDARD DRAWINGS DETAIL W13. 1-8" 45° ELBOW REMOVE 2" BLOWOFF ASSEMBLY 1-8" X 8" X 6" TEE - N: 686666.16, E: 2456815.00 I AND CONNECT TO EXISTING I -' t2"sD I 1-6" GATE VALVE I 7. NUMBER. R ETTER SHALL BE LABELED WITH LOT AND BLOCK a o l a, 10 LF 6" PVC 8" GATE VALVE O ~ o L I \ 2 N: 686664.48, E: 2457143.10 z z W I I 2 2 N: 686665.18, E: 2457006.81 I - - - - 8. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM N I f s Q s s s - 2 CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN z Q 47 - - - - - - - - - - - -- tiI STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' O J W � uJ � N (n Vl p, UI (A N N WIDE. _ CL o �z > l °= 190 LF 8" PVC 135 LF 8" PVC N (/7 } - 7 2 8"w 8'w 8"w "w W. w s w yy 9. REMOVE BLOWOFF ASSEMBLY AND CONNECT TO GATE - O VALVE. REFER TO E. LAKE HAZEL RD. SEWER AND WATER > = z 0 ~ I s a" s"s s"s s"s 8"sue- s s"s s"s s"s s s"s "s s"s s"s s"s PLANS FOR ADDITIONAL INFORMATION. - Lu z I a 3E. ESCALATION ST. a 3L _ 3 3 p s N Nin i 49 2 �� `3 - - N- - -N - - - - N - - N - - N - N � �, 1 W 0- - - - - - � vi - - - - - o - - z O I5 w 1 \ Q W l 2 0 a. 0 0 I Lo I �� v 65 LF 8" PVC 1 I W � 1 50 I a I 1-8" 45° ELBOW I I DC l N: 686618.70, E: 2456767.07 BLOCK 9 I I Lu G_ APEX NORTHWEST No. 3 0 12 x I PI PI I J 15 16 17 18 19 20 21 22 23 24 2 I I SUBDIVISION ~ W I 1 �' 0 1 1-FIRE HYDRANT ASSEMBLYO I > I w 51 I 1-8" X 8" X 6" TEE F- I 1-6" GATE VALVE zz I O Q z 10 LF 6" PVC I 1 z N: 686518.91, E: 2456766.58 I z I _ I °° N I l > I® l w Ld . PI p 1 I 52 1 0 " ALLEY (PRIVATE) 14 I U I Q vi OQ I I y I 6"PI 6"PI 6 PI 6"PI 6"PI 6"PI 6"PI "PI PI 4"PI I 4"PI M"PI "PILn M Q I 53 I a I I 2 i vs I `O 170 LF 8" PVC l z l w I O5 1-FIRE HYDRANT ASSEMBLY I 5 13 12 11 10 9 8 7 6 5 4 I I I 0 a 1-12" X 12" X 6" TEE I I O O O O O O O O O NiL 1-6" GATE VALVE 54 I (D 1-FIRE HYDRANT ASSEMBLY 5 l 1 10 LF 6" PVC I I I 1-8" TEE 1-8" X 8" X 6" TEE I I I U N: 686395.93, E: 2456565.97 I 2-8" GATE VALVE 1-6" GATE VALVE I I I N: 686346.41, E: 2456765.73 10 LF 6" PVC REMOVE 2" BLOWOFF ASSEMBLY 6"PI 6"PI 6"PI I AND CONNECT TO EXISTING 1 12"sD 1 2 2 N: 686345.43, E: 2456957.20 LL , 2 18" GATE VALVE a o I / �\ 2 N: 686344.46, E: 2457145.49 - - - -- - - - 50 LF 12" PVC N 200 LF 8" PVC = so O 'w s"w 8"w s" s"w s"w a" s"w " " "w e" BLOCK 14 g 5 18"s 18 18"S 18"S 18"S J1s"s s 1s" 18's 18"s 18"s 18"s 1s"s 1s"s L - "s s 18"s 1a"s to"s ta"s Z 1 190 LF 8" PVC E. PHENOMENAL ST. 190 LF 8" PVC O 0 ENGINEERING L.L 1 ----- NORTH DISCOVERY - - - - g I N - - - - - - - - - - - - - - - - - - - - F -� N - - - - - - - - - - - - - - 5725601SE,IDAHO 37 3WAY 3 N 1-12" X 12" X 8" TEED TOP TOP L - - �0 T-QE -TOP J L - - - - - - - - - J O 1-12" GATE VALVE TOE TOE lam-TOE TOE I PHONE(208)639 6939 z �E 36"GI -� kmengllp.com W I N I 1-8" GATE VALVE TOE P T TOP TOE To TOF Top I 1 3 I N: 686347.44, E: 2456565.73 TOP o m �T L J DESIGN BY: LICK 1 `� l LTOE TO�p TopF \\TOA DRAWN BY: LICK z I �T g I 12"SD o I \T Top \To of \ CHECKED BY: LICK Q Z I � of 1 N I ^ \ Top\ DATE: MAY 2023 z D T I PROJECT: 22-053 SHEET NO. C6.0 Lu m O N Ilii 2 SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. s\11\ ENSFNG//L 0 50 100 150 B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. 4 of I Plan Scale: 1" = 50' C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD �..,� CROSSINGS. p 5/30/23 ''q REMOVE RESTRAINED END CAP � x 1-6" RESTRAINED END CAP \ I N: 6871 16.83, E: 2456588.01 AND CONNECT TO EXISTING 6" MAIN D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS y TF OF �0 Iv N: 687105.99, E: 2457140.96 THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE. C. Y, \ LTOP �j OP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP P TOP TOP TOP TOP ROAD—CROSSINGS \ � roP TOP roP rOP roP roP roP roP roP TOP roP roP roP roP roP TOP -TOP TOP II TOP TOP TOP TOP TOP E SLEEVD ROAD CROSSING ALL BE SLEEVED DETAIL, SHEET C7.1.R TYPICAL \ x : I 10 LF 6 PVC 555 LF 6" PVC ; 7 2 2 2 2 2 ro_ 2 2 2 2 11 I F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING \ 6" I 6"PI 6"PI 6"PI 6'PI 6"PI 6"PI 6"PI 6"PI 4 PI 4 PI cl� 4 P PI SD-403. 2 I 2 2 2 2 2 2 2 2 2 I I zf G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 \ I \�_l-6" TEE I Q I PVC OR APPROVED EQUAL. N: 687108.83, E: 2456587.97 H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER w N \ I I\\ 115 LF 6" PVC BLOCK 11 � � THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS Q m J I WITH PROJECT ENGINEER DURING CONSTRUCTION. o m \ \II I11 10 O O O O O O O O 1 1 m \A \ Ln I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE o I\ •I I00 N I OWNED, MAINTAINED, AND OPERATED BY THE HOA. \ \ co 1-6" 1 1.25' ELBOW f I -1-6" GATE VALVE BLOCK 15 — — — — — — — — — — — — — — — —� — — — — — — KEYNOTES \ N I N: 686992.48, E: 2456587.37 I Iuj O UTILITY MAIN/MAIN CROSSING � �/ \ 75 LF 6" PVC I r 0, \\ / �� L �" ` MAINTAIN VERTICAL AND HORIZONTAL } x — — — — — — — — — — — — — — — — — — — — — — — — \ _POTABLE MAIN LINE SEPARATION — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — - - — — — — PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER N m \mo _ NOTE 2 SHEET C1.1 FOR ADDITIONAL z N s � U) 0 ( / N N N `� V) { INFORMATION. O o �oF �oF �oq 8"W 8"W 8 = 8"W 8"W 8"W 8"W 8"W 8"w 8 8"w 8"w i 8"W 8"W s"w� _ " ^y g"W g"w c/) Z x 1 E. CRESCENDO ST. " � Lu W 1 s 8 8" 8"S 8"S 3 8"S 8"S s "S 8"S 8"S 8"S 8"S 8"S- 3 ; 3 —s s"s 3 8"s 5 8"s 8"s "s 8' 4 UTILITY MAIN/SERVICE CROSSING ~ W MAINTAIN VERTICAL AND HORIZONTAL v POTABLE/NON—POTABLE MAIN/SERVICE ORLu z SERVICE/SERVICE LINE SEPARATION PER CITY OF — — — — — — — — — — — — I— — — W IN 7-- - — — — — — SHE DIAC1 REQ FOR EADDITIONAL M INEINFORMATION.E 3 `0 o ul x I C� I o� 1-6" 1 1.25' ELBOW I I 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. u 0 INNin �° I 1-6" GATE VALVE ~ W I N: 686918.67, E: 2456605.04 I i 2. INSTALL 1" SERVICE PER DETAIL, SHEET C7.1. c0 3. INSTALL 2" SERVICE. a o x I N I co i 55 56 57 58 59 60 61 62 63 64 65 I I 4. INSTALL 1" SERVICE WITH VALVES ON EACH SIDE OF ~ W I J 1-6" TEE REMOVE BLIND FLANGE AND I �; I STREET OR ALLEY. 1-6"x4" REDUCER CONNECT TO EXISTING N I I N: 686803.74, E: 2456604.47 4" GATE VALVE 5. INSTALL 2" SERVICE WITH VALVES ON EACH SIDE OF x I — 555 LF 4" PVC N: 686800.90, E: 2457157.51 I I STREET OR ALLEY. o 2 � 6. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. 0 I �; I I 2 2 2 2 2 2 2 2 2 2 I ~ I 5 1 N 6 7. INSTALL ARV PER DETAIL, SHEET C7.1. I 4"PI 4"PI "PI 4"PI 4" I 4"PI 4"1I "PI 4"PI 35 4° 1 4"RI 4"PI 4"PII 4"PI 4"I I b a o N 1 I 2 2 2 2 2 2 2 2 2 2 2 o W rrI 3 I v; Ir I 4 f I I W I I it I BLOCK7 - - OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM z I00 W I I ; � I 46 45 44 43 42 41 40 39 38 37 36 I I SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. Q o III I� N I - I I I IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA. a- 0W 0 II ,2"SD I I I \ i I IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. W s Q s s s — — — — t:�W uJ / N W (n N N (n Vl _ O a0 ♦7 I ' OLu W Q a w s^w "w a"w ' s 8^w ^w ^w s"w "w O s 8" s"s 8"s 8"S 8"S�— s a°s s^s a"s s 8"s °s s"s 8"s 8"s � 2 0 ESCALATION ST. 3 3L Q 2 3 3 W 5 m e 0 o Wo f ` ) i j rn 49 \ cn En rn rn (n rn n rn (n C11vi 0 ti \/ — — - - - - - — — — — — - - — — — — — — n n V N I - S r — — — — T — z _ 7 � I � w a. IJ 2 I I w p O 60 � I I I — JEmm I Ln BLOCK 9 I I LuQ APEX NORTHWEST No. 3 = (D xOD°o o I I 115 16 17 18 19 20 21) 923 24 2 u.; I SUBDIVISION o °° I 51 I 1-6" 90' ELBOW I Q I N I O I I N: 686482.76, E: 2456794.90 z I 0 o _ d�ol I 1 I 2 I 2 2 2 2 1 2 w z I z 6; 4 I 2 i 4 2 v 5 4 5 5 5 I Lu I I 52 a 1 ��18" 1 0 1 ALLEY (PRIVATE) 1 14 1 1 N I Q OD 0LEI 6"PI 6" 6"P VI PI I 6"PI 4"PI 4"PI 1"PI "PI � I I I ; 355 LF 6" PVC I I 2 2 —6" GATE VALVE I a_ 2 2 2 2 2 I M °Q I I rn 53 N: 686387.81, E: 2456786.93 I CO REMOVE RESTRAINED END CAP z / I 65 LF 6" PVC I wV I a AND CONNECT TO EXISTING 6" MAIN I I N: 686480.95, E: 2457147.89 N I 1-6" GATE VALVE 5 f° 0) r 0 I N I N: 686388.12, E: 2456723.93 I 13 12 11 10 O9 O8 O7 O O O4 LL I 3 54 I I I I U 1-6" 90' ELBOW z I I 2 20 LF 6" PVC I I N: 686387.77, E: 2456794.41 N 12"SD I LL 6 Q 6"PI I I o LB 10 18 SD N ='J 1-6" 90' ELBOW — — _ — — — — 1 z a • 5 LF 6" PVC- -- — — — — — - - - - - - — N: 686388.71, E: 2456602.44 1 10 O Cn s C/I En Z 8 8"W 8"W 8 w �t�^w 8"W 8 8 i 8 8"W 8"W "W ; BLOCK 14 "w a" 'w- 1-6" GATE VALVE a a s 1-6" TEE"s "s 1 s 1 s" 1 s"s 18"s 18"s 18"s 18"s 18"s 18"s 3 1 N: 686388.23, E: 2456701.91 N: 686367.76, E: 2456701.81 E. PHENOMENAL ST. Z I 20 LF 6" Pvc >� >� E N G I N E E R I N G o I 65 LF 6" PVC � _— — — — — — — — 5725 NORTH DISCOVERY WAY — — — — — BOISE,IDAHO 83713 TOP TOP TOP TOP TOP T TOP L -- -- - - J L - - - - - - - - - J PHONE(208)639-6939 7O z �OF _ _ _ kmengllp.com Z N I TOE TOE TOE TOE TOE 36"GI --TOE TOE '91TOE TOE TOE TOE r0 � TOE TOF T°p I _ _ _ TOP TOP TOP TOP P TOE 1-6" GATE VALVE 1S Top�AOF \\ L DESIGN BY: LCK 1-6" BLIND FLANGE l�TOE T0� \ \ ToFTap DRAWN BY: LCK a i 12"sD I N: 686304.76, E: 2456701.50 \ AOa 10 \ p \ CHECKED BY: LCK Q 0 \\T�� \ TOp� DATE: MAY 2023 z PROJECT: 22-053 c Z 0 SHEET NO. c s J N C7.0 Lu m o 2 If ■� SS� NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN � pNAL £NG� THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE o� ENSFD ADEQUATE VENTING. P/L FRAME AND COVER Q� LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. 860 s� 5/30/23 0 3' MIN. "PLACE APPROVED METAL OR �� 9j� OF NQ) 5'-MAX PLASTIC TAG WITH WATER DO T DR NK""NON-POTABLE IS REQUIRED y ^/ C, K\Nc' FIBERGLASS STUB 1"0 PE PIPE 24"4 CONCRETE 4"0 THREADED VALVE BOX WATERMAN MODEL CR-100 CAP OR PLUG FINISH AS REQUIRED. & COVER AIR RELEASE VALVE (OR EQUAL) GRADE M W N =III III III ' ' I III III III= I I I 'I I II I III III I I I I III I II I II I I I I' I I I 1-1/2"� GALVANIZEDLn IRON NIPPLE & 90' E LBOW `NOTE: MAIN 1. 2'-6" MIN., 5'-0" MAX. N M + IN UNPAVED AREAS BALL VALVE CURB STOP (MUELLER 300 OR EQUAL) W WHERE THE LINE IS APPROVED METAL OR PLASTIC- I Q TAG WITH "NON—POTABLE ° — 1-1/2 SCH. 40 FREE DRAINING. WATER DO NOT DRINK" IS -III GALVANIZED IRON �; / " REQUIRED. CONNECT TO VALVE III ; a ° PIPE RISER 2. 3'-6" MIN., 5'-0" MAX. p TAPPING cn m BOX WITH EYE BOLT AND WIRE TIE.—III III I IN PAVED AREAS OR Q SADDLE z N a I WHERE THE LINE ISc\i O o I I I a °° NOT FREE DRAINING. W 6" MIN. 2i z ° I I I 17 IRRIGATION 3. FINDER WIRE AND p +1 1-1/2"0 GALVANIZED W TRENCH — 8 MAIN IDENTIFICATIONLu IRON PIPE — w ~ X Z _ 00 00 0 00 00 0 O BACKFILL a TAPE REQ'D. PER w N _ O OO 000 O OO 000 0 _ _ Lu a v c .c THE I.S.P.W.C. 4"O PVC OR ABS = 0 O O DIVISION 900. PIPE VALVE BOX ^ O 0O O o0 O — u NOTCH 4"Q1 VALVE 1"0 CLASS 200 O O 0000 — _ m FW� � a ° BOX OVER PIPE WITH POLYETHYLENE = 00 O OO O O O O O OO 00O 0— — a 111=1 I IFR MIN. CLEARANCE I 0 0000 0'— FROM PIPE = 0 O 0 � O O O O O OO 1-1/2" BRANCH SLOPE - —0 00 0 0 0 0000 _ TEE TO DRAIN 000 0O OO OO 0 O O 0 00 0 0 � I - o 0 0 0 000O- SCALE: NONE I_ - - 00 1" 0 BRONZE CURB STOP- I I I 0 PROVIDE LONG RADIUS BEND MAIN FORD OR MUELLER, OR MAIN LINE AIR RELEASE LINE IN POLYETHYLENE PIPE — 2 CUBIC YARDS MINIMUM APPROVED EQUAL. WITHOUT KINKS OR DISTORTION —I 2" WASHED DRAIN ROCK,: N TS ——_ OR AS REQUIRED. TAPPING SADDLE —I I I I I I I I I I— DIG TO FREE (ROMAC 101S OR APPROVED EQUAL) DRAINING SOILS TYPICAL 1" SERVICE TYPICAL MAIN LINE DRAIN z N TS N TS � J AC PAVEMENT BY OTHERS O CL - VARIES, SURFACE SEE NOTE 1 BELOW z VARIES, 2.5"-3 z 3/4" MINUS BASE, BY OTHERS LLJ w VARIES 4 —6 0 G Lu cn O > w < cn 0� 0� 0� 0� 0� 0� 0� 0� 0� PIT—RUN SUB—BASE, BY OTHERS Q Q O 00 0 VARIES, 10 16 _ C cn � = p p p TEMPORARY BACKFILL AS p p p G Q 00 z O O O REQUIRED TO MAINTAIN O O 0 12" COVER OVER SLEEVE SUB GRADE ELEVATION, BY Q z w — I I OTHERS, SEE NOTE 1 BELOW W 0 O 0 — 0 3: COORDINATE WITH PAVING = _ PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT - CONTRACTOR FOR REMOVAL — — — - SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND W Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. _ S LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: ` — FINDER TAPE CARSON MODEL 910T COVER "NON—POTABLE WATER — FOR IRRIGATION ONLY" LOCATING WIRE IN PERMANENT LETTERING Q � (2) 3" CLASS CONDUIT 2WITH SIGNAL FINISHED SOD GRADE 1/4" z W ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE 2 x NYLON PULL ROPES LLJ � COMPACTED TO 95% DENSITY. IIIIIIIII III III IIIIIIIII III III III III III III II III II Q PIPE AND BELL CARSON MODEL 910 10" VALVE BOX LLJ DC MIN. 4" TRACER WIRE LOOP � 0 a SKIDS PER ISPWC SD 307. , a MIN. 6 SLEEVE MIN. 6 SEE SLEEVE SCHEDULE, THIS SHEET 2 ' VALVE NUT N SEE DIA. SEE FOR MATERIAL AND MINIMUM SIZE NOTE 5 NOTE 5 z O ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS 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 a 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, z FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z SUB—BASE, ROAD BASE AND PAVEMENT. O Y 4" 5.36" 8" PVC C900 8.28" U 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 3 SIDEWALK. 6" MIN. 6' I�1. a a #4 REBAR O 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" ° VARIES 6'� E N G I N E E R I N G SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP 5725 NORTH DISCOVERY WAY PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. °° aMIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHO83713 10" 12.79" 16" PVC C905 15.92" C ° ° „ / PHONE(208)639-6939 O D 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL UNDER 10 PVC PIPE z CROSS BELOW OTHER UTILITIES. ° kmengllp.com 12" 15.17" 18" PVC C905 17.85" i 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LCK NOTES: DRAWN BY: LCK a A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION CHECKED BY: LCK PIPE BELL. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR Q 0 PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: DATE: MAY 2023 z B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL D PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 22-053 SHEET NO. TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7. 1 w N TS N TS a CL SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH ASS\ON\CENSF N fNc� CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION p� 10 0 50 100 150 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY 4� CONFLICTS EXIST. I �I I Plan Scale: 1" = 50' 860 o� B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 5/30/23 xI CITY OF MERIDIAN. s� � Q C. SERVICE - ALL STREET LIGHTS SHALL HAVE ��'y rF 0f \� S�� '\ UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE \ fj TOP Tol TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP �P — TOP— VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. \ iff TOP TOI TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP I'TOP IOP— CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE x , LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL UTILITY AND PAVEMENT CROSSINGS. D. METERING - CONTRACTOR SHALL COORDINATE METER \ I I 6 I PI�6 PI s PI s PI s PII s PI s PI s PI s PI s PI 6 PI 6-PI s PI 4 PI LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. 0 50 100 150 N WHERE A METERED SYSTEM IS REQUIRED, NEW Plan Scale: 1" = 50' \ I I Q DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE w N II I BLOCK 11 ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY Q o I I I HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL �� I I 111 10 Og Og O O O O O O I I m I ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS n F — — — — — — — �I I •I I I N I WHEN THE ADJACENT PROPERTY IS DEVELOPED. Ln co - — N °' I I CITY OF MERIDIAN STREET LIGHT NOTES a" 8'W 6�w- — � I � — - - - - - - - - — - - I — Q uj BLOCK 14 n s ,e"s a ,e' o� o �� " 11 L } 1 q � � U �; � 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF F x — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL g - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - ELECTRIC ODE. — — — — — — — —— — N ® (n m I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE z V) \o l s N = N N N N ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT O P TOP— X s"W a"w s s"w s"w s 8"w s"W s"W s"W s"W s"w 8"w ' 8"w s"w s"w ' AND REQUEST INSPECTIONS. N Z Lu MATCH LINE - SEE E TOE— I E. CRESCENDO ST. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, W F E TOE— I s s" 3 s" s"S3 8"s 8"s s 3 "s a"s a"s 3 s"s 8"S 8"S 8" 8"s 3 a"s s a"S AND FOR THE POLE AND ASSOCIATED WIRING. - N BELOW RIGHTFOP TOP— 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND z ° �" �` °A X ( 2' MIN. FROM WATER METERS. Lu m "s I N — — — — — — — _ — — — — — — — — — _ — — — — — — — — _ _ __ ____ _ 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT o - DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD u 3 I I f ( I I I COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION, o N I a o BLOCK 15 �; I • I i 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS I N I o a, REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 0 1 N Ion I I I N I X I II I I I N I a o I I �.; I 55 56 57 58 59 60 61 62 63 64 65 I I LEGEND o I � INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, N _ I DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 w I I I STREET LIGHT POLES SHALL BE ROUND STEEL POWDER-COATED BLACK PER THE CITY OF MERIDIAN N I o I "' I C SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING o I I I HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED I 4"PI 4"PI a"PI 4"PI 4"PI 4"PI 4"PI a"PI i "PI— I 4"PI PI 4"PI 4" I 4" I FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR I PI PI STREET LIGHTING) OR HAVE BEEN PRE-APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND W I I UTILITY COORDINATOR. N I ao OF En o I m o0 INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, ~ r I I DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST I I I i I pI BLOCK 7 CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 3 STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE i io °D m 44 POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE N I w Ili �� N I 46 O 43 42 41 40 39 38 37 36 O O O O O O O I I LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR III i� N I I I STREET LIGHTING), OR HAVE BEEN PRE-APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND - I UTILITY COORDINATOR. z O N I o o I I N 12"sD I �, I I �* EXISTING TYPE 1 STREET LIGHT z Q r - - - " w I 0 L I I \ J I s s I EXISTING TYPE 2 STREET LIGHT z $„w_� ; I I s 47 s — - - — - - - - — — &�'\\ O J W W \ N Ul (n Vl (N Cn N � z N cn O W „w s„w- _ cc s 5 Co I o - a"w s„w „w 8..w 8 s„ 8„W „W = G L — — — = I ~ ~ I S 8" 8"S 8"S 8"S 8 S 8"S 8 S 8"S 8"S 8"S s 8"S "S 8"S W Z) N N I a o s m I 3 3E. ESCALATION ST. 3 3L m ' ° ~ W i 49 \ / 0 Ul N N N Ul (/7 N f/1 V1 �7 N O vi 7 — — — - - - - - — — — — — - - — — — — — — ® — — — — 1 �C In Z N I W N F I ws / \� �/ Q o M W i N I 5o I i I I W 3 I I PI J PI I I I BLOCK 9 I I W = N I a o I 15 16 17 18 19 20 21 22 23 24 I I APEX NORTHWEST No. 3 5 w I SUBDIVISION ` J BLOCK 13 i I O 51 I a O N I z I z N I I o w 1 N I �I I w N N w I I Z uj v I N wLLJ 52 I a I I V) J PI O a I ALLEY (PRIVATE) 14 I V I Q N I OQ I I c N °D I 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI "PI 6 PI I 4"PI I 4"PI 41"PI N I 53 I I a I OQ I I I 00 a wN � I N W- I N I I s 3 13� 12 11 10 O9 O8 O7 O O O I I O m % II III - - I C — I I a I 12"SD 6"PI 6"PI 6"PI z2"W 12"W N 12"W 12' �— 12'w 1 I w I I `\ —TT T� T T —T _ T 0\ ,s L z U W — � - 31 so U " N � BLOCK 14 a aw sw 8 8"w °w a"w s s s j*W sT s"w s"W °w w � "w 8" — — — — 3 T T6 T T T T — s 18"S 18 18"S 18"S 18"S 18"S— 18"S 18"S —18" 18"S 18"S 18"S 18"S 18"S 18"S L — "S s 18"S 18"S 18"S Z _ E. LAKE HAZEL RD. 1I E. PHENOMENAL ST. Q LL 00 = N 3 _ E N G I N E E R I N G N I _ _ 3 572 AY -- — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — I sn - - - - - - - - - - - - - - - - - - SNORTHDISCOVERYW N BOISE,IDAHO 83713 TOP TOP TOP TOP TOP L - - ��e - --T4P - - -TOP - - — J L - - - - - - - - O z _ — — — — — — — —N— I I TOE TOE TOE TOE TOE 36"GI --TOE TOE�� I I PHONE kmengl81p6 om6939 z TOE TOE TOE TOE TOP TOE TOE TOF TOp m \ I I TOP TOP TOP TOP 1 � TOPS TOF \\ L — — — J DESIGN BY: LCK 1 o R W I N 1�TOE TO �Op \ TOFTOp DRAWN BY: LCK G g • \T mill 0 Top \TpoF \ CHECKED BY: LCK Q z °F MATCH LINE - SEE T DATE: MAY 2023 z PROJECT: 22-053 a I ABOVE LEFT SHEET NO. J m O N Ilii 2