The URL can be used to link to this page

Home My WebLink AboutCC - Construction Drawings SS\ON AL fNc SS\ON AL 46, � \,\C E N SF� APEX NORTHWEST SUBDIVISION NO , 2 10821 860 J, 5/1�{/21 o 'p 5/1q/21 0 CONSTRUCTION PLANS N �FG,TF0F \°�� y leOF N P. MCCP C. KEN MERIDIAN , IDAHO Di itall Si ned b E.LAKE HAZEL RD. ' Digitally signed by Kevin g Y g y McCarthy, PE Lachlin C Kinsella, P.E. MERIDIAN, Date: 2021.05.1413:23:30 Date: 2021 .05.14 IDAHO -06'00' 13:30:19 -06'00' 0 0 30 60 120 180 LOCATION MAP s w > w 0 Q C7 � Plan Scale N v O J PROJECT VICINITY MAP N `. ., z G NO SCALE O I N > w w 1 � — i E \ . CRESCENDO ST. INDEX OF DRAWINGS SHEET NO. SHEET TITLE SHEET DESCRIPTION I � � C1 .0 COVER z O O O O \� \� C1 .1 NOTES, ACRONYMS, LEGEND C1 .2 EXISTING CONDITIONS AND DEMOLITION PLAN O O O O � C2.0 ROADWAY IMPROVEMENT PLANS E. CRESCENDO ST. PLAN AND PROFILE I � C2.1 ROADWAY IMPROVEMENT PLANS E. CRESCENDO ST. PLAN AND PROFILE O O O O \\ � C2.2 ROADWAY IMPROVEMENT PLANS S. APEX AVE. PLAN AND PROFILE C2.3 ROADWAY IMPROVEMENT PLANS S. HOPE AVE. PLAN AND PROFILE O O O O \ C2.4 ROADWAY IMPROVEMENT PLANS S. ASPIRATION AVE. PLAN AND PROFILE fV w C2.5 ROADWAY IMPROVEMENT PLANS PUBLIC ALLEY "A" PLAN AND PROFILE C; O O O O Q C2.6 ROADWAY IMPROVEMENT PLANS PUBLIC ALLEY "B" PLAN AND PROFILE z z z Q BLOCK 6 Q BLOCK 5 Q BLOCK 4 Q BLOCK 3 o C2.7 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE O O -1O O O J O Q m = � Q C2.8 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN un O N a N C2.9 ROADWAY IMPROVEMENT PLANS STREET SECTIONS > _ ESQ O O O O C3.0 GRADING IMPROVEMENT PLAN m p C4.0 STORM WATER IMPROVEMENT PLANS z W O O O O C4.1 STORM WATER IMPROVEMENT PLANS DETAILS (~ a O U C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE w Lu p C) 10 10 10 10 C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE = Lu G C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "C" PLAN AND PROFILE DC 11 11 11 11 C6.0 WATER IMPROVEMENT PLANS 0 C6.1 WATER IMPROVEMENT PLANS WILLIAMS PIPELINE — WATER CROSSING PROFILE X W 12 12 12 12 C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS Q C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS 13 13 13 13 C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS WILLIAMS PIPELINE — WATER CROSSING PROFILE L1 .0 LANDSCAPE COVER _ L2.0 LANDSCAPE PLAN 0 E. PHENOMENAL ST. z m O I 0 APEX NORTHWEST U SUBDIVISION No. 1 LEGAL DESCRIPTION A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, (/') B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2021. z g 1101111 O Y DATUM C>WE9IDLAN*f-- U z HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 NAD83 STATE PLANE DAMO ENGINEERING � a ( ) Pubk 5725 NORTH DISCOVERY WAY ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL %*rbbepertrnenE BOISE, IDAHO83713 O o DATUM OF 1988 (NAVD88). D I G LI N E 1kdpn9o-Oonstruodon Ou ea WSpeoba&ne PHONE(208)639-6939 UL- W CONTACT INFORMATION limmmi ■ kmengllp.com p ° THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE BENCHMARK CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT , DESIGN BY: LCK w PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT ■` DRAWN BY: LCK POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP O 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY CHECKED BY: LCK 1 O 685663.835 2459115.907 2740.473 BRASS CAP ACHD COMPLIANCE MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 DATE: MAY2021 DC CONTACT: ZACH MEYERS PHONE: (208) 639-6939 2 O 688363.789 2459090.489 2762.068 BRASS CAP PHONE: (208) 378-4000 PROJECT: 21-023 N THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD FAX: CT: CHLIN I 0 3 688362.229 2456489.121 2727.617 5/8" REBAR POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. SHEET NO. Q E LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN EMAIL: zmeyers®brightoncorp.com EMAIL: IkinsellaC�?kmengllp.com a 4 685677.688 2456434.470 2736.715 5/8" REBAR WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: �'` .00 **CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.** NONE l• z CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S��NAL fN s c, STANDARD NOTES FOR REVISED 3/1/18 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING Q�p� ,,�,ENSFo y� RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION CO - CLEANOUT OHP - OVERHEAD POWER COMMERCIAL PROJECTS WITH PUBLIC MAINS (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTING PC - POINT OF CURVATURE GENERAL CONSTRUCTION 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL SSTANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE ELEV - ELEVATION PI - PRESSURE IRRIGATION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER s 5124121 0 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq FLG - FLANGE R - STATION OFFSET RIGHT C� F Of CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), GI - GRAVITY IRRIGATION RIM - RIM OF STRUCTURE AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORM DRAIN N C• K THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. 3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. GENERAL CONSTRUCTION NOTE NO. 1. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BOUNDARY LINE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING # PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS PHONE 800 TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES.342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. - - OFFSITE BOUNDARY LINE cn 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE z WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE - - - - - - SETBACKS O FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT NO "TOLERANCES" ALLOWED. cn DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM APEX NORTHWEST SUBDIVISION NO. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 2 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. 7, THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 FOUND 1/2 INCH REBAR 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A Op FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT. 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "I THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE DRINKING WATER SYSTEMS (IDAPA 58.01.08)' AS WELL AS THE STANDARDS AND SPECIFICATIONS RULES FOR PUBLIC REFERRED TO IN AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTES N0. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 0 CALCULATED POINT REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL PROPOSED IMPROVEMENTS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO TRAVEL LANE. S SEWER LINE THE REQUIREMENTS OF THE 404 PERMIT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A W WATER LINE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE BEFORE CONSTRUCTION BEGINS. SD STORMDRAIN LINE ROUGH GRADING PLAN. PI 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. TRAFFIC CONTROL NOTES PRESSURE IRRIGATION LINE STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY SEWER MANHOLE FROM ALL BUILDINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL wv AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING DEVICES" FOR STREETS AND HIGHWAYS. WATER VALVE PUBLIC WORKS INSPECTOR CONSTRUCTION. 16. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID ® WATER METER SEWER APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ITEMS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF FIRE HYDRANT (V 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER. 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. ) W SINGLE WATER SERVICE 0 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 LJ..I 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 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. - O u j 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 s s SANITARY SEWER LINE C) Q(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. Ln 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO W W WATER LINE m 0 C 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE ANY CONSTRUCTION. - c CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF c c c GAS LINE PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER (n z Z ROADWAY GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE IRRIGATION NOTES -OP-OP- OVERHEAD POWER LINE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 0 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO GI Gl GRAVITY IRRIGATION LINE Ln VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). UJ 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. wv WATER VALVE W PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS m _ 5 � PRESSURIZED IRRIGATION MATERIALS. 3 THE (SEWER,HORIZONTAL AND IRRIGATION,VERTICAL SEPARATIAMENITYON OF ETC.) E POTABLE WA ER THE AND NON-POTABLE OTABLENPI SEDITION OF ® WATER METER ` w 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS 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 0 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 Cob 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 DRAINAGE DEMOLITION NOTES 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE uj EP EP EDGE OF PAVEMENT uj 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. CONSTRUCTION. OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". EG EG EDGE OF GRAVEL Q FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY TI TION OF PIPE BEDDING SHALL THE LOWER ZONES AND o AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. CON WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CON IN THE UPPER ZONES ASTM D698 . BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS x m REMOVAL FROM THE SITE. BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC N 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT STANDARD DRAWINGS SD-301 AND SD-302. DURING DEMOLITION AND REMOVAL OPERATIONS. Z 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE. 2645 - EXISTING GRADE CONTOUR a MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE E 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION. OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF FINAL ACCEPTANCE. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR z 9 REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC O COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. Z REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE o PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. U a Q 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE o CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. a 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. Ln N UTILITY NOTES 12 CONSTRUCTION. O SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO z w 0 Y 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE U Z IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN E N G I N E E R I N G 3 A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 5725 NORTH DISCOVERY WAY REGION (334-2190). BOISE,IDAHO 83713 0 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639-6939 LL w SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER kmengllp.com z COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 0 N DESIGN BY: LCK W 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE N ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK \ Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC 0 TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK oFROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: MAY 2021 0 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 21023 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION Z OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO. Q ° THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. 9 O N a z SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. SS\OCENS r*6, F` \ 24" PIPE POTHOLE LOCATION. 0 40 80 120 O \ \ TOP OF PIPE: 2741.18 \ \ \ \ \ \ Plan Scale: 1" =40' 6860 \ I \ \\ c \\ KEYNOTES ® r s� 5/24121 �o 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND �0 qTF OF < �N PAVEMENT PATCH PER ISPWC SD-303 AND ACHD y S \ \ \ \ REQUIREMENTS. N C• K \ G, \\ \ \ 2. RETAIN AND PROTECT WATER MAIN. CONNECT TO \ \ \ EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. \ \ \ 2��6 `\ `\ 3. RETAIN AND PROTECT SEWER MAIN. CONNECT TO \ \ \ EXISTING SYSTEM PER SEWER IMPROVEMENT PLANS. \ \ \ 4. RETAIN AND PROTECT PRESSURE IRRIGATION MAIN. \ \ \ \ CONNECT TO EXISTING SYSTEM PER PRESSURE 6 \ IRRIGATION IMPROVEMENT PLANS. \ \ c \ 5. RELOCATE OR REMOVE AND SALVAGE ROAD AND W 24" PIPE POTHOLE LOCATION: SIDEWALK TERMINUS SIGNS TO OWNERS. o TOP OF PIPE: 2740.11 \ \ \ 6. RETAIN AND PROTECT EXISTING WILLIAMS PIPELINE. CONTRACTOR TO COORDINATE WITH WILLIAMS PIPELINE \ PRIOR TO AND DURING CONSTRUCTION. \ c c \ \ 6. REMOVE GRAVITY IRRIGATION OPEN DITCH. LEGEND N DITCH REMOVAL z � w 1 \ \ \ \ M25 1 \ \ \ \ \ \ \ \ \ \ PROJECT BOUNDARY PROJECT BOUNDARY \ 4� \ \ Q J (V o w Q 0 Q Q \ \ \ \ \ \\ \c \ ' o " z 2w 1 2j39. \ \ \ \ \ \ Lu \ \ \ \ \ \ \ w a x \ \ \ \ \ M \ X \ N N 1 \ \ z a N \ 5 \ Q TOP OP T TO TOPOP 2 T PO�---�.TOP P TOP \TOP T� gPOP TOT P TOTO�—TOT TO TOP OT TO OP PO TOP OP TO�OPOP TOP TOP TT TQPOP TOP P T TOP TOP P TOTOP OTOP—��TOP OP TOPOP TO�OPOP T TO TOPOP T TO TOP P T TOE—�rTOP P T TOP TOP0 LL 3 5 F�✓—�L 6\P T P LPL 3 5 2 yE �L 2 �r--1 LL Z \ 3 4 — — — — — — z 15 I 5 \ 5 I I 1 \ 5 1 I I 5 F - - l \ r - - - - � \ F - - - -- - - -- - - � Z _ � \ 4 � I 5 \ 4 � I I \ I I 3 a \ � p kn o ao R 6"PI PI - „PI 6"'PI 6"PI 6"PI "R� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RR \ I R 8'PI 8"PI 4" ndo-N- U - - - - - - - - - - - - - - - - - - - 4"PI- - -4_PI - - - I - RR / - - 4„PI - - 4„PI - - - / - - - - - - - - - - - - — — — — — — — ENGINEERING w ® 00 5725 NORTH DISCOVERY WAY o r _ � - BOISE,IDAHO 83713 O oaz a " 8\ -6939 8 8"W 8"W W 8W W $„W W 8W 8W 8W 8W 8"W 8"W 8W 8"W 8"W 8"W 8»W PHONE(208)639 LL. „ „ „ „ . � kmengllp.com Q z C � � \ x 18'S id 18"S 18"S 18' 1 "S 18"S 18"S 8"S 18' 18 18' S 18"S "S 18"S 18" 18"S 1a\ 18"S 18"S 18"S S 8"S 8" 8" 8"S 8"S 8"S 8"S 8"S 8"S 8"S 5 \ DESIGN BY: LCK w G� \ \ E. PHENOMENAL ST. N 3 \ a —F N 3 3 3 3 3 \ \ \ DRAWN BY: LCK / z \ ®] N U) N ® [® N n N N N N CHECKED BY: LCK O 0 0 0 m — — — — — — — — — — — — — — — — — — — — — Q ® DATE: MAY 2021 — — — — — — — — — — — — — — — — — PROJECT: 21 023 - 1RR- - \ �z 18"PI 18"PI 1 "PI 18"PI 18"PI 18"PI 18'PI BB 18"PI 18"PI 18"PI 18"PI 1 S"PI 1 > I - I SHEET N0. Q ® 1 '0 w \ \ APEX NORTHWEST I I U) \ I N I y N - - \ SUBDIVISION No. 1 \ i i S Q \ i I C 1.2 O 10 N z SHEET LEGEND `'S\pN A L f NC i \\ \c �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �\CENSf0 yF \ STA., OFFSET SIDE ` \ � 1.50% FINISHED GRADE SLOPE 860 42.45 GB \\ \ p 5124121 �o +642.5 23.501E +65. \ GRADE BREAK '9�yC�� OF Nov � 42.53 PRC +65.79, 23.501E \ � +54.16, 20.751E 42.66 SW 45.09 CL/INT/GB `\ C. 1< 42.23 LIP/PC +71.79, 31.501E +08.00, 0.00'R \ +45.50, 16.001E 42.06 FL 44.91 TOC 45.08 SW \ ---- --- - -- SAWCUT LINE 42.78 TOC +71.79, 23.001E SEE DETAIL SHEET C2.9 +79.57, 24.501E +66.80, 31.501E 0 \ =+41.44, 24.561E _ - 42.80 SW - - - - 44.39 FL- - - 44.87 - - - 44.48 FL O - - - - 42.79 TOC +85.79, 31.501E +60.80, 23.501E +66.80, 23.001E CIVIL ACRONYMS +75.06, 23.231E 42.22 FL C 79.57, 17.501E 42.23 FL i +41.44, 17.501E - - - _42.20 FL 44.41 LIP/PT 44.82 GB - - - - - - 45.30 SW v +85.79, 23.001E +75.06, 16.001E _ _ I 42.74 +75.51, 16.001E +57.82, 23.501E +80.80, 31.501E ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 43.46 GB 44.65 PRC 44.91 PRC I 44.70 FL 46.29 GB 46.91 FOLLOWS: 5 8„ p +91.79, 23.501E +49.17, 20.751E �8°° p ') 42.66 +62.99, 23.501E +66.85, 20.75'L ] +80.80, 23.00'L +52.99, 23.501E +93.01, ° ° 44.52 PC ° ° STA. - ROADWAY STATION FROM CENTERLINE � +66.56, 16.501E a Q ° ° s 2 45.27 2 - l CL - ROADWAY CENTERLINE o 0 +58.20, 23.501E PC - POINT OF CURVATURE 4501 2 0' ° O ° 45.02 PC ° O9 +86.80, 23.501E +61.51, 16.501E � � f'�° � b\ w ('� PT - POINT OF TANGENCY O 0)o +40.51, 18.001E ELE. - ELEVATION i �� 'L� 7•Q�9 00 `�° z U L - STATION OFFSET LEFT �3y 0�° 0 1 o h 44.84 CL/GB o 1 ' R - STATION OFFSET RIGHT 6 N 3 -P, o f 0 f 3 1 cs 0 f 46.93 CL J TBC - TOP BACK OF CURB +57.82, 0.00' 1 0.50%23+00 �0.50% `V 24+00 1.02% E. CRESCENDO ST. 25+00 `� 1.1 1% 26+00 0.50% �_ N +93.01, 0.00'� ' RIM - RIM OF STRUCTURE `s' o 1.54% 27+00 28+001.54% w LIP - LIP OF GUTTER _ I W MA - MATCH EXISTING - - I- - - ~ I - - - N - - - 46.91 PT 44.52 PC 3 °�° � 3 L, 0 43.06 PC ol +58.20, 23 50 R ol +93.01, 23.50'R 1 U = SW - SIDEWALK �° O +23.01, 23.50'R 1 3 � 1 EP - EDGE OF PAVEMENT cn 42.51 CL 0.43q 054 N 1 43.91 PT oN 1 cs, �� 1 N 1 FL - FLOW LINE ZO +61.51, 0.00' �O P� 4 O 4 ° & 0 +03.01, 23.50'R �0, ' TOC - TOP OF CONCRETE 0 CD 42.63 o O °) HP - HIGH POINT N 00 0 0 C w CR - CURB RETURN > +61.51, 16.50'R 2 rn �1 ° ° ° ° ?445.88 c POC - POINT ON CURVE W ~ ° _ co / s ° e o o ° ° a 2 °42.66 0 ° ° OO � 2 e ° ° ° 2 °- - - _ - - - - - - - _ PRC - POINT OF REVERSE CURVE +66.57, 16.50'R 542.46 CL/GB 44.65 PRC ° 44.82 GB m o 45.68 PC ° 46.31 CL/INT/GB SHEET NOTES +62.81, 0.00' 43.48 CL/INT/GB +66.85, 20.75 R +57.82, 23.50'R ~ +13.01, 23.50'R ° +53.00, 0.00' 42.22 FL 42.45 GB +63.00, 0.00' 44.41 LIP/PCC 44.91 PRC o 0+75.06, 16.77'R +62.82, 23.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 43.05 LIP GB 5.51, 16.00'R/ } +49.17, 20.75'R I ° � LIP/GB NOTES. 42.78 TOC 42.53 PRC +63.00, 21.50'R w C 44.38 FL w v w w +75.06, 24.65'R > +54.17, 20.75'R °� ° .-79.57, 17.91'R > 45.02 PCC c� J +53.00, 21.50'R Q 42.23 LIP PCC Q I w I +40.51, 18.00'R 10 r, B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE 42.32 LIP/GB x / S2 44.85 TOC I 04 r7 U PLAN. w +45.51, 16.00'R a N � °° +83.94, 19.90'R a 42.19 FL 1 m O +79.57, 25.58'R I p m 42.74 CL INT GB a O ° O = O C. SEE SHEET C2.8 FOR STREET LIGHT PLAN. / / vi +41.45, 17.91'R a vi a z +07.50, 0.001E 42.75 TOC BLOCK 6 ° BLOCK 5 I BLOCK 4 ° +41.45, 25.58'R � ° I � ° BLOCK 3 D. SECTIONS C2.9 FOR TYPICAL ROADWAY STREET 42.30 LIP/GB ° E. SEE SHEET C3.0 FOR LOT GRADING. SEE ROADWAY PLAN +32.46, 20.29'R SHEET C2.2 I SEE ROADWAY PLAN SEE ROADWAY PLAN I SEE ROADWAY PLAN F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ° I p SHEET C2.5 ° 4d SHEET C2.3 I I SHEET C2.6 TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. E . CRESCENDO ST. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT N MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® z Q J LL 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 0 O 2757 2757 SUPPLEMENTAL STANDARD DRAWING SD-701. _ cc 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER 0 d ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = Lu 0 00 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC 0 Q Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES m 0 w z 2754 � 2754 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES - Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE > J o N N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Ln z 0 00 00 11 AND SHALL BE COLORED 'TRAFFIC YELLOW'. n N ( 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD Ln Q V) II `q SUPPLEMENTAL STANDARD DRAWING SD-708. LLI _ 0 o II O r _ 0 2751 L Q N 2751 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE LJJ o N N m w PER ACHD SUPPLEMENTAL STANDARD DRAWING Q w + �i + II o Y � II SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE S U C14N N N � N r'i ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE G II II II w z w DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. or_ � Lu N I m - tY w II 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD 0 0 U 2748 NU) N Z Q 2748 SUPPLEMENTAL STANDARD DRAWING SD-1132B. z Q `v z N - - BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM W L N N II WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. X 0 m Ld 0 I m �i 1 54 . PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO uj w II � w II w BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q•„ Q w 8. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD Q z w - �w FINISHED GROUND 54% SUPPLEMENTAL STANDARD DRAWING SD-710. INSTALL a 2745 A, -0.507. 2745 THICKENED CONCRETE SIDEWALK ADJACENT TO DRIVEWAY N 1.11% - - - - - - - - - - APPROACH WITH 6" THICK CONCRETE ON 4"OF 3/4" - - - - - - - - - - MINUS CRUSHED AGGREGATE. z - 0 1.02% - - - - - - - - - - w .50% -0.50 ° _ _ _ - - - - - - 2742 - - - - - - - - - - - EXISTING GROUND 2742 O - - - - - - - - 9 w z w 0 o � U 0 2739 N 2739 D a N U O (n N , ^ z 2736 2736 0` z ENGINEERING r_ 3 5725 NORTH DISCOVERY WAY O o BOISE,IDAHO 83713 3 EXISTING GROUND CENTERLINE PHONE(208)639-6939 L1_ meng 2733 FINISH GROUND CENTERLINE 2733 0 p.com N DESIGN BY: LCK J N uJ (6 M W 0 0 N r- � V 00 00 0o r7 r7 rn V) N 00 DRAWN BY: LCK \ O O N M � 00 0) n c0 0) M C � O 00 C'i O N00 N N N N N Ni N N M � M n n O ri Sr 't Si � co � co LN n ri CHECKED BY: LCK z I� n n o N ^ N N N N � N � N ^ N � N N N N N ^ N N N N N N N � N C N N ^ N DATE: MAY 2021 N N N N N N N N N N N N N N N N N N u PROJECT: 21-023 0 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 27+60 27+90 28+20 SHEET NO. Q 0 v 0 O ti i a SHEET LEGEND S\ON AL £H6,, \\\ c c \\ 24" PIPE POTHOLE LOCATION: *,_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION p� �\CENSFO '1'<<% \ \ \ \ j PIPE: 2741.18 STA., OFFSET SIDE 860 � SEE DETAIL SHEET C2.91� FINISHED GRADE SLOPE48.27 T005/1�/21+69.57, 24.50'L c o TOPOF PIPE: 2741.18 8.00'L /� CFK47.73 FLU IGRADE BREAK y+69.57, 17CL/HP o _ __ _ _ _ _, 0.00'4.51, LIP/PT PRC I - - -- - - -- - - SAWCUT LINE +65.47.93 PRC \ 55, 21.86'L E 0 F 48.77 GB+56.85, 20.75'L +06.14, 18.08'L 8.54 PT 006 I 5 53.94, 27.00'L47.77 PC 48.67 CL/GB Ec CIVIL ACRONYMS +4fi.20, 23.50'L +05.98, 0.00' a\2 a a 8.02 3 a ° a ® ° - - - - - - - - - - - w ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 46.88 GB FOLLOWS: W N +83.59, 27.00'L uj r , rn \ �I I STA. - ROADWAY STATION FROM CENTERLINE z V ' 1 -;3 1 E. CRESCENDO ST. o o I CL - ROADWAY CENTERLINE o _ N o PC - POINT OF CURVATURE o � 4 29+00 1 oN o I ELE. - POINTELEVA F TANGENCY W _ 1.54% Q_ � s- 1.28% 30+00 \ 1.28% 0 I L - STATION OFFSET LEFT = W - - - - 48 37 - - 1 - \� - y o o I R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB U 4 FL 48.72 CL/GB o s. "� o �9 1, �� +45.98, 0.00' \ o o RIM - RIM OF STRUCTURE o LIP - LIP OF GUTTER 1 s �p ° 1 �% ~q N \ 6 MA - MATCH EXISTING a W ' 0 o Mn° 1 FL 66 - - I SW - SIDEWALK a r h f EP - EDGE OF PAVEMENT N W I o• FL - FLOW LINE z (J'' 2 ° a r'p. \ 47.27 TOC - TOP OF CONCRETE - - - - ° 2 FL ° ° 46.96 CL/INT HP - HIGH POINT cn 47.77 PC 48.55 CL/INT / - - - �- - - - - - - - - - - - - - +83.59, 0.00' w Lu - - CR - CURB RETURN � W POC - POINT ON CURVE ' \ 3 R 48.54 PT +48.20, 23.50 +98.00, 0.00' m o \ 46.88 GB INT - INTERSECTION 47.93 PRC I I +53.94, 27.00'R c ~ w 5 +83.59, 27.00'R PRC - POINT OF REVERSE CURVE +56.85, 20.75'R wi01 > I 48.70 PRC `, E \\ SHEET NOTES 47.73 LIP/PCC Q I I +40.55, 21.86'R J J 24" PIPE +65.51, 16.00'R z I � c��0 \ 47.71 FL 0 I 48.85 PCC \ \ \� \ A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +69.57, 17.91'R I Q I +30.51, 18.00'R \ N p \ NOTES. 48.20 TOC I E: 48.21 LIP/GB \ c \ B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE +69.57, 25.58'R I a I I +17.41, 20.32'R \ \ \ \ PLAN. I � \ N I \\ \ C. SEE SHEET C2.8 FOR STREET LIGHT PLAN. o \ \1v�� \\ D. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET Z 24" PIPE POTHOLE LOCATION: 22" PIPE \ \ y>��' C5 \ SECTIONS. SEE ROADWAY PLAN TOP OF PIPE: 2740.11 \ �, \ \ SHEET C2.3 I \ c 1 \ \ � E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. \ c\ G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. E . CRESCENDO ST. PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT N MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. O z KEYNOTES ® Z Q Lu J 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD ILL O O 2760 2760 SUPPLEMENTAL STANDARD DRAWING SD-701. _ DC 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER O Z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = LJJ 3. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER Q Q Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. m 0 LJJ z 2757 0 2757 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC > Q rn STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES cnz pj + PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES 04 0 rn SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q HIGHPT STA: 29+ 7.86 ,n II HIG PT ELEV: 274 .84 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Ln 00 AND SHALL BE COLORED 'TRAFFIC YELLOW. uj _ a Ln VI STA:29+25.98 + O 2754 00 PVI ELE 4.17 .9 2754 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE I� PER ACHD SUPPLEMENTAL STANDARD DRAWING W z o N LVC:40.00 II = Lu � Q m SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE U � II r- rn� ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE \ co DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 5 Lu w �j0It ItIt � r O OC Z w rn N rn N Of 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD U N N m SUPPLEMENTAL STANDARD DRAWING SD-1132B. Z 2751 w w II 2751 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM Q w �m �w Q w WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. X O m w O w PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO Lu BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. C_ FINISHED GROUND A Q 7. MAINTAIN 5.5' MINIMUM VERTICAL SEPARATION BETWEEN TOP OF EXISTING WILLIAMS PIPELINE AND ROADWAY 2748 2748 FINISHED GROUND. REFER TO "WILLIAMS DEVELOPERS' 54% 1 54% HANDBOOK", LATEST EDITION. CONTRACTOR TO COORDINATE WITH WILLIAMS PIPELINE PRIOR TO AND EXISTING GROUND DURING CONSTRUCTION. 2745 - - - - 2745 a � z zmui 0 O x N O 2742 `� 2742 U o N c-i N O N z Y 2739 Q 2739 0 Z N E N G I N E E R I N G Q 5725 NORTH DISCOVERY WAY o CD BOISE,IDAHO 83713 O EXISTING GROUND CENTERLINE PHONE(208)639-6939 Li - FINISH FINISH GROUND CENTERLINE N 2736 kmengllp.com Q DESIGN BY: LCK Uj mFO ^ N o0 � 0) 0) 0o � 0 � N N DRAWN BY: LCK / gLn OoLnOo OoLoao Oor, r CHECKED BY: LCK It o N N N N N N N N N N N N N N N N N N N DATE: MAY 2021 u PROJECT: 21-023 r 0 28+20 28+50 28+80 29+10 29+40 29+70 30+00 30+30 30+60 30+90 SHEET N0. Q N O c-1 i S SHEET LEGEND 'S\pN A L f NC i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSf 'y STA., OFFSET SIDE 4 1.50% FINISHED GRADE SLOPE 860 I s 5124121 p 42.32 LIP/GB I GRADE BREAK �0y PF 0f SEE DETAIL SHEET C2.9 +60.11, 23.561E N C. KEN 42.66 TOC F_ _1 37.8t MA +46.01, 25.121E ---- --- - -- SAWCUT LINE +97.46, 18.001E D 42.15 FL r 1 37.64 PRC - _ - _ _ - - _ +46.01, 17.651E - - - t - - - +06.12, 20.751E - - - - 42.43 PRC I 43.11 TOC +34.85, 20.751E CIVIL ACRONYMS - -37.52 PT/GB - - - - - - -+14.78, 23.501E 38.68 GB 39.45 40.09 GB 41.34 42.30 PC +14.01, 20.121E +29.96, 23.501E +50.00, 23.501E +50.00, 23.501E +50.00, 23.501E +26.20, 23.501E 4 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS =��7A - ° 42.64 FL FOLLOWS: _ �' ° ° ° ° 2 ° ° ° ° +14.01, 12.651E ° 2 ® 2 ° o STA. - ROADWAY STATION FROM CENTERLINE 0 ° 2 43.19 CL - ROADWAY CENTERLINE o ° +22.51, 13.001E PC - POINT OF CURVATURE ^��°/ N _ _42.99 CL PT - POINT OF TANGENCY ip _ rO 7 �cmo ° +22.51, 0.00' ELE. - ELEVATION � ' "� 0 69% o 9 �� R�9 I R - STATION OFFSET R GHT L - STATION OFFSET LEFT 17+00l`s' 1.01% N 18+00 19+00 0.64% S. APEX AVE. 20+00 `" 21+00 1.25% 22+00 N 0.60% 0.60% 23+OU 1.00% J TBC - TOP BACK OF CURB 3 I RIP - LIP OF STRUCTURE GUTTER 37.53 CL/GB 3 MA - MATCH EXISTING +14.78, 0.00' 0 0 0 �' 0, f 1 C i 1 Ci 1 42.28 PC N � 69 / ��s 5 SW - SIDEWALK +24.70, 23.50'R L� Oo 43.19 EP - EDGE OF PAVEMENT Ln -43.19 , 13.00'R FL - FLOW LINE z �2 TOC - TOP OF CONCRETE 0 Q2� 2 42.63 FL HP - HIGH POINT N o 2 ° p Lx ° p 2 p ° 2 42.42 PRC ° +14.01, 12.89'R CR - CURB RETURN w +33.34, 20.75'R p 4 POC - POINT ON CURVE L w 38.70 CL/GB m 39.46 CL 40.10 CL/GB 41.36 CL 42.51 CL/GB 43.10 TOC INT - INTERSECTION +29.96, 0.00' 0O +50.00, 0.00' +50.00, 0.00' PRC - POINT OF REVERSE CURVE +50.00, 0.00' +42.01, 0.00' +14.01, 20.55'R as Z1 37.52 PT/GB 38.68 GB o0 o +50.00, 23 9.45 R 46.09 GB +50.00, 23 1.34 R 42.19 LIP/GB I A SHEET NOTES +14.78, 23.50'R +29.96, 23.50'R J +50.00, 23.50'R +42.014 , 16.00'R 42.74 CL/INT +80.00, 0.00' 37.64 PRC _j 42.15 FL I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +06.12, 20.75'R D ;n +46.04, 17.90'R I I I NOTES. 37.7f MA N 42.69 TOC B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE +97.46, 0.00' +46.04, 25.57'R I I ° I PLAN. 37.8f MA BLOCK 6 42.30 LIP/GB ° J +97.46, 18.00'R +59.70, 24.95'R I C. SEE SHEET C2.8 FOR STREET LIGHT PLAN. o w13 911 10 O O O O6 O O4 O O2 O1 I o I I D. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET z z I SECTIONS. w z SEE ROADWAY PLAN Ln I E. SEE SHEET C3.0 FOR LOT GRADING. "' SHEET C2.0 I ° a v - - F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO w I I w I TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. APEX AVE . PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT N MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' O N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® z Q 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O .w_I 2754 2754 SUPPLEMENTAL STANDARD DRAWING SD-701. _ 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Z2 O z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = Lu 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC 0 Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES m 0 LJJ z 2751 0 0 N 2751 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES - \ Q C14SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 04 + ,) (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/') z O Q NN NAND SHALL BE COLORED 'TRAFFIC YELLOW'. Q J II � 4. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE f2 II Q 11 rn PER ACHD SUPPLEMENTAL STANDARD DRAWING uj 0 C W U)N Y SD-1 132A. BARRICADES SHALL HAVE THICKENED EDGE _ Q 2748 0 N Z !� N 2748 ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE O w N DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. L u X CD N 5 Lu NII °�° N vwi II o 'I 5. INSTALL TERMINUS BARRICADE TYPE III PER ACHD ` \Q CL (0 + w w <� SUPPLEMENTAL STANDARD DRAWING SD-1132B. S Q 0 °�° 00 o w z� c�w BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM o rn �_ N o w - ``' WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O 0 2745 + + + " Q 2745 PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO z Q BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. X O v) � co Y00 w 11 W Q O NU) Lq N _j FINISHED GROUND Q O r j N Q m II c�w 0.60% 0.60% a 2742 v N m Of N Q w EXISTING GROUND _ - - 2742 m M _ _ - N n w 1. 5%LLI � - - - - _ - < wZ CD WzW w 0 _ - - - - - 2739 0.64% - - - - - - - - - - - - - - _ - 2739 0 w L�0.5 % - - - - - a - v 0 2736 2736 a N O z Y 2733 0 2733 knil 0 Z N E N G I N E E R I N G or_ 3 5725 NORTH DISCOVERY WAY o BOISE,IDAHO 83713 O 3 EXISTING GROUND CENTERLINE PHONE(208)639-6939 L1_ 2730 FINISH GROUND CENTERLINE 2730 0 meng p.com N DESIGN BY: LCK ga M M ^r7 ri M ^M M OM M M r7 Or7 r7 M M r7 M r7 W co CY) 00 CY) Oo o rn c0 00 00 � O (0 (0 If) uO r 00 c0 (0 DRAWN BY: LCK \ O N 00 N (0 O r) � . C14 0)00 O7 N O r r- ao 00 6 00 6 00 o 00 o 00 o 0) o 0) o rn 0) 6 0) o O O O O O N N CHECKED BY: LCKO M 0) N N M M C A 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DATE: MAY 2021 U PROJECT: 21-023 0 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 SHEET NO. Q s v 0 O ti i a SHEET LEGEND SS\rjN A L f NC I *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION O \,\CENSFO STA., OFFSET SIDE Q� ?' I 1.50% FINISHED GRADE SLOPE 860 I s 5124121 0 BLOCK 5 i I I GRADE BREAK C. 0f y K\NS� I 13 12 11 10 O O O O O O O3 O2 O I SEE DETAIL SHEET C2.9 I ° I ---- --- - -- SAWCUT LINE 45.01 TOC I I +16.00, 20.051 � 6 44.56 FL 39.16 PRC +16.00, 12.39'L I I CIVIL ACRONYMS +74.45, 14.501 i ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 39.06 PT/GB I FOLLOWS: 40.12 GB 41.08 42.53 GB 44.04 44.76 PC a +81.93, 16.50'L +00.00, 16.50'L +50.00, 16.50'L +97.04, 16.50'L �_/ I a +- -, 16.50'L - - - - - - - - - - - - - - -+50_00, 16.50'L CL - ROADWAY STATION FROM CENTERLINE < - - - - - - - - - - - ROADWAY CENTERLINE- - - - - - - - - - - - - - - - - - - - - - - - 39.3t MA , 2 - --- .---� ° ° 2 ° a 2 ° PC - POINT OF CURVATURE +66.96, 12.501 °t� R2 PT - POINT OF TANGENCY �' I ELE. - ELEVATION g�1° L - STATION OFFSET LEFT O 45.09 CL/INT R - STATION OFFSET RIGHT 0 1 1 1 0 44.89 PRC O� �,9 +50.00, 0.07'R TBC - TOP BACK OF CURB +04.52, 14.50'L 10 0 � 1 1+00 I q 0.90% 12+00 0.96% 13+00 1 0 14+00 1.52% 15+00 q 16+00 _ 1.00% �, N N S. HOPE AVE. C14 ,n 3 0.60% RIM - RIM OF STRUCTURE - - o - I - - � I_ &� I I LIP - LIP OF GUTTER J 0 1 0 1 1 1 0 44.76 PC 3 1�1° 44.73 LIP/GB MA - MATCH EXISTING +97.03, 16.50'R O `Lf SW - SIDEWALK 39.1 t MA c�i Ci N o .%, +29.67, 19.41'R I EP - EDGE OF PAVEMENT vn +66.96, 0.00' ��° FL - FLOW LINE z TOC - TOP OF CONCRETE O 39.3t MA 44.89 PRC R HP - HIGH POINT N +66.96, 12.50'R ° 2 ° ° 2 ° L 2 ° _ _+04.51, 14.50'R CR - CURB RETURN W - - - - - - - - - - - - - - - - - - - - - - - - 39.99 CL/GB 40.95 CL 42.40 CL/GB 43.92 CL 44.86 CL/GB ° POC - POINT ON CURVE - +00.00, 0.00' +50.00, 0.00' +11.99, 0.00' INT - INTERSECTION +00.00, 0.00' +50.00, 0.00' - - PRC - POINT OF REVERSE CURVE 1wil39.06 PT/GB 40.12 GB 41.08 m o 42.53 GB 44.04 Lei °S..a� +81.92, 16.50'R +00.00, 16.50'R +00.00, 16.50'R j of +50.00, 16.50'R +50.00, 16.50'R 44.65 LIP/GB I I I SHEET NOTES +11.99, 10.50'R I 12"SD Q 39.16 PRC 44.60 FL A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +74.44, 14.50'R B J c0 cj +16.00, 12.39'R I NOTES. Ln b" J T M 4, 20 TOR I B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE z BLOCK 4 +16.00, 20.08'R I � N ° I PLAN. w zO 13 12 11 10 O9 O O7 O O O4 O O O z I C. SEE SHEET C2.8 FOR STREET LIGHT PLAN. z = w D. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET is SECTIONS. ui SEE ROADWAY PLAN v a SHEET C2.0 uiI E. SEE SHEET C3.0 FOR LOT GRADING, F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. HOPE AVE . PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT N Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MARKINGS. O N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® z Q 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD o J 2754 2754 SUPPLEMENTAL STANDARD DRAWING SD-701. IL 0 Do 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z `V + ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = LJJ Q Q 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC 0 II II STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES co0 LJJ z PER 2751 0 a 0 2751 SHALL CBE RIGID INSERTS SUPPLEMENTAL I TO T E CONCRETE � Q o NCy Z (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) (/') z N o NAND SHALL BE COLORED 'TRAFFIC YELLOW'. II m II II Lj LJ..I uj o W 2748 0 N W J Z w 2748 _ Q O (6 Lu N W N < CL o + o II m II _ iI N� J 0 0vi 2745 Q o I � Y "W 0.60% 2745 Z Q N00 _ X QYQ m _ w �N/ O N i+1 N � W I>>I 1= V m N 0 W 1 2% N II W II II 0 w Q w > Q FINISHED GROUND M 2742 Z w w 2742 x - _ - N - N m .960 _ - ° z O 0% _ - _ - - - - - EXISTING GROUND 2739 0.5 % -1.00 _ _ - - - - - - - 2739 0 w o o �a v 0 2736 2736 a N O n N z Y 2733 2733 0 Z 1(m ENGINEERING or_ 3 5725 NORTH DISCOVERY WAY o o BOISE,IDAHO 83713 3 EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL 2730 FINISH GROUND CENTERLINE 2730 0 meng p.com N DESIGN BY: LCK J 0 Mi W o 0000 V) N rn 00 r- co � a0 0 0 C14 CY) co DRAWN BY: LCK \ N co O) M L r 0) N o a0 ' 00 � LN O 06 t"i i00 p 0) 0) M N u CHECKED BY: LCK o n - Z N N N N N r N N ^ N r N N N ^ N ^ N N N r N r N ^ N N r N r N N r- N ° N N N N N N N N N N N N N N N N N N N N N DATE: MAY 2021 u PROJECT: 21-023 0 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 SHEET NO. Q s v 0 0 ti i a SHEET LEGEND ASS\p N A L fNc i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� \CENSfO �Y STA., OFFSET SIDE I 1.50% FINISHED GRADE SLOPE 6860 p 5124121 3 SEE ROADWAY PLAN SHEET C2.0 0f \�P ul)J i o GRADE BREAK N C K\NS� Q BLOCK 3 z Lu 13 12 11 10 O O O O6 O5 O O3 O2 O I I ---- --- - -- SAWCUT LINE , LLJ z SEE DETAIL SHEET C2.9 U a 48.00 FL "' LLi � +46.00, 12.391E CIVIL ACRONYMS 48.11 LIP/GB I +11.94, 279.50'R I / ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 48.43 PRC I / FOLLOWS: +34.52, 14.501E Lu 40.34 PRC _ _ 40.25 PT/GB I 48.43 TOC / I STA. - ROADWAY STATION FROM CENTERLINE 41.34 - - 42.58 43.82 GB 45.82 48.36 PC/GB +46.00, 20.051E I - - - - - - - - - - �n e a 6.50E+04.49, 14.75E +11.52, 16.50E +00.00, 16.50E +00.00, 16.5 +00.00, 16.50E 00.00, 1- - - +27.04, 16.50E CL - ROADWAY CENTERLINE - - - - INTANGENCY PC - POINT OF CURVATURE o ILI b_ 2 2 48.23 CL/GB / / ELE. - ELEVATION cn �� o 0 0 2 +27.04, 0.00' / L - STATION OFFSET LEFT 48.55 CL/INT R - STATION OFFSET RIGHT 40.5t MA 40.12 CL/GB 1 �0 1 0 1 0 (66 1�� j9 +80.00, 0.00' TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE +11.52, 0.00' f 1.24% 20+00 S.ASPIRATION AVE. 22+00 f 3 0.60% +00 / +97.46, 13.001E 1 + 0 1,24% o o O LIP - LIP OF GUTTER 18+00 N 19+00 N 21+00 2.00% N � I / SW - SIDEWALK MA - MATCH EXISTING 40.3t MA !I. % 70 0 o cs_ 3 �o / I EP - EDGE OF PAVEMENT to +97.46, 0.00' 1 0 1 0 1 � o Op / FL - FLOW LINE z / _ �i N N •S39/V 48.21 LIP/GB TOC - TOP OF CONCRETE O 40.5t MA N +29.61, 309.41'R / HP - HIGH POINT N +97.46, 13.00'R t° / CR - CURB RETURN > 2 a a a �. 2 0 a 2 a o 1/ POC - POINT ON CURVE ~ /' INT - INTERSECTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / PRC - POINT OF REVERSE CURVE 41.21 CL 42.45 CL 43.69 CL/GB 45.69 CL +oo.00, 0.00, +oo.00, 0.00' +oo.00, o.00' +oo.00, o.00' / I � � / I SHEET NOTES 40.25 PT/GB 41.34 42.58 °�° � 43.82 GB 45.82 48.36 PC/GB / +11.52, 16.50'R +00.00, 16.50'R +00.00, 16.50'R I 1 +00.00, 16.50'R +00.00, 16.50'R +27.03, 16.50'R ° / A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 1 12 so FW 40.34 PRC 48.43 PRC / ° / NOTES. 101 +04.49, 14.75'R 6 0 +34.51, 14.50'R I / a B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE � 48.07 FL I / p / PLAN. 48.50 TOC I / / C. SEE SHEET C2.8 FOR STREET LIGHT PLAN. +46.00, 20.08'R I o D. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET z / I / SECTIONS. i a E. SEE SHEET C3.0 FOR LOT GRADING. F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SEE ROADWAY PLAN SPOT ELEVATIONS ARE REFERENCED TO THE ROAD SHEET C2.1 ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. S. ASPIRATION AVE . PLAN AND PROFILE I. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT N Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MARKINGS. O N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z z W KEYNOTES ® z Q 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O a- 0 2757 0 2757 SUPPLEMENTAL STANDARD DRAWING SD-701. _ 0 0 N + 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z Q + N ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = W Z N � Q Q N II II 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC 0 LO STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES m 0 W z a V) PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES - \ z 2754Cf)~ N J SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE � � OL Y O N (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Ln Z O N NANDIl SHALL BE COLORED 'TRAFFIC YELLOW'. Q Lu 0 QE Z � w z 2751 0 ' w 2751 w - O u � 0) Q < (,L) Y r O 0 N o N 2748 �O m 2748 z Q w X Ovi Q W DC u II I 0 Lu o N N FINISHED GROUND 00% Q N 0ul a 2745 oN � N - - - - 2745 N m N II W LL Z w� E ° Z w w w 2742 4 - - - - - EXISTING GROUND 2742 ° w - O 0.5 % -1.00 _ - 0 2739 2739 a N J O Z Z 2736 2736 O z knil U u 14 E N G I N E E R I N G 3 5725 NORTH DISCOVERY WAY O o BOISE,IDAHO 83713 3 EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL 2733 FINISH GROUND CENTERLINE 2733 0 meng p.com N DESIGN BY: LCK W o0) co � 0) 0) 0) 0) 0) � N DRAWN BY: LCK \ O M Op O I� M O� O N � o M � °' o O O N r Lo ao 'n ao Lo ao ao CHECKED BY: LCK a r7 M r7 Z 0 N N NNNN 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 DATE: MAY 2021 U PROJECT: 21-023 cL 0 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 SHEET NO. Q s v 0 O ti i a SHEET LEGEND ASS\pN A L fNc i *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION � \CENSFO �Y STA., OFFSET SIDE Q ?' ° 1 860 1.50% FINISHED GRADE SLOPE (IS 12 SD /14/214z) H I z �` I 1 GRADE BREAK SEE ROADWAY PLAN �y��N C. tX Lu Ln SHEET C2.0 v 1 ZSEE DETAIL SHEET C2.9 BLOCK 6 I � ° 1 ---- --- - -- SAWCUT LINE 0 w I w 13 12 11 10 9 n 8 7 6 5 4 3 2 1 z A I � a 43.20 TOC 1 43.06 i I CIVIL ACRONYMS Li +26.51, 39.99'L +16.01, 25.87'L I ' - - � FOLLOWS: 37.9 t MA ALL ES ARE TO TOP BACK OF CURB UNLESS NOTED AS I 43.05 FL I 1 +65.40, 12.13'L +16.00, 16.54'L STA. - ROADWAY STATION FROM CENTERLINE 43.27 LIP/GB 42.83 LIP CL - ROADWAY CENTERLINE o 0 37.95 GB 39.55 GB 40.40 41.24 42.51 GB moo, o +24.50, 21.34'L PC - POINT OF CURVATURE +09.03, 10.55'L +76.48, 10.00'L - - - � +00.00, 10.00'L +00.00, 10.00'L +00.00, 10.00'L +50.00, 10.00'L 43.31 PC N I I PT - POINT OF TANGENCY - - - - - - - - - - - - +96.51, 10.00'L �'��I� I ELE. - ELEVATION b� x `b ° 43.05 CL LIP L - STATION OFFSET LEFT � ° o a o ° �A ` / R - STATION OFFSET RIGHT 10 0 1 + °1.29% °12+00 ° 0 13+00 PUBLICALLEY 0.85%, °14+� ° 0 1t+00 ° b. 1.71% 16+00 +24.50, 0.00' 2.00% ® OO ° N ° ° ° ° N ° ° b 1 TBC - TOP BACK OF CURB I - - - - - - - �� - -� - - '- �� - RIM - RIM OF STRUCTURE a R A 43.31 PC ° p ° ° o° ° ° ° o o o ° O ° ° ° ° o� p ° +96.49, 10.00'R 2 MA - MATCH EXISTING 37.75 CL/GB 39.35 CL/GB _ N 40.20 CL 41.04 CL N 42.31 CL/GB 43.48 CL/INT SW - SIDEWALK - - J o 43.32 CL/GB �y +50.00, 0.00' EP - EDGE OF PAVEMENT v� -+76.48, 0.00'- - - -- - - - +00.00, 0.00' N +00.00, 0.00' +00.00, 0.00' +50.00, 0.00' 0 FL - FLOW LINE A 40.40 41.24 i +09.02, 0.00 0 ZO 37.95 GB 39.55 GB 42.51 GB 43.44 LIP GB � TOC - TOP OF CONCRETE I +76.48, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +00.00, 10.00'R +50.00, 10.00'R / � C° 43.28 LIP 1 HP - HIGH POINT N 38.Ot MA +09.02, 10.56'R 43.40 FL 1 +24.50, 21.35'R 1 CR - CURB RETURN w � POC - POINT ON CURVE Lu +16.00, 16.55'R I INT - INTERSECTION +63.98, 0.00' 43.91 TOC 43.91 38.1 t MA I PRC - POINT OF REVERSE CURVE +64.76, 12.39'R BLOCK 5 +15.99, 25.88'R i +26.49, 40.01'R ° SHEET NOTES 1 13 12 11 10 O ^ 8O O7 O6 5O O4 3O 2O 1O I I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD �' NOTES. ° 1 B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE 1 I PLAN. 1 C. SEE SHEET C2.8 FOR STREET LIGHT PLAN. I I °z I I D. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET - - - - - - - - - - - -- - 1 ° 1 E. SEE SHEET C3.0 FOR LOT GRADING. _ 1 F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 4 b, ° TOLERANCES WILL BE ALLOWED. a G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT- PERMIT. PUBLICALLEY "A" PLAN AND PROFILE I. PRIOR T TO WAY O PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT N Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MARKINGS. O N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® z Q J 1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O O 2754 2754 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES _ PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) > = Lu AND SHALL BE COLORED 'TRAFFIC YELLOW. Q Q G Q N o (0 0 2. INSTALL 4' WIDE VALLEY GUTTER PER ACHD m 0 W 2751 o + + 2751 SUPPLEMENTAL STANDARD DRAWING SD-708. D > Q Ln z O + II II LO 00 II raj o w Z 0 Q r M NLu Y � 2748 Lu o v)'�? 6 co N � _ coo ± m`v Q� Lu 0 00 z � U_ 0 o rn � w II 0 w Of w J 006 c(o (6 Q �� Caw O 2745 o o+ o 2745 z Q II II Y r� X O QN II Q II �Nuj cn 00 cn o r m n- z V) V) Y 00 to � w II _1 7 2 >> p0% Q oN Y W N QI� Qw 1.71°/0 a _ _ _ - - a W � m N C.�W 2742 N II m II m FINISHED GROUND - - - - - - 2742 a - m - - xLd Q w N J Q w ' Z w 0 w w J - - Z 0 c9w 0.85 o 2739 - ` - - - - - - - - EXISTING GROUND 2739 _ - - 0 1.2 - - - - - - - - - z - _2.009, 1.-7 '2.00 - - - O w o a v U 0 2736 2736 a N N z 2733 2733 0 z knil U E N G I N E E R I N G or_ 3 5725 NORTH DISCOVERY WAY O o BOISE,IDAHO 83713 3 EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL 2730 FINISH GROUND CENTERLINE 2730 0 meng p.com N DESIGN BY: LCK W 0 o rn (D Ln o cD � N � 00 r7 rn 00 CDr7 00 (° DRAWN BY: LCK > z C° 00 O 00 N c° 00 V) 00 n V) O r7 00Lr) 00 O M (D O O c° N Ja I� Mn n r7 n ar7 M^ o ^ ^ ^ ^ ^ . N Nr rV (V� 00 00 00o 00n 00 of 0) O p O o OO OO O O r7 CHECKED BY: LCK O M MI) r r7 r7 M n M 't M r It r � � ' qt Z - - - n ^ N N r N �N N N N N N N N N N N N N N N NN C14 C14 N N DATE: MAY 20210 N N N N N N N Or- U PROJECT: 21-023 0 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 SHEET NO. Q s v 0 .5 O a SHEET LEGEND 'S\pN A L f NC ® ° ° ° �ELE. & DESCRIPTION FINISHED GRADE ELEVATION Q�O� \, ENSFp � - - - - - - - - - - - - - - - - - - - - - - - - - - - - I STA., OFFSET SIDE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° 1.50% FINISHED GRADE SLOPE O FV as„z I r�J�ly 5/1of21PjN �o SEE ROADWAY PLAN I i 2lso I I GRADE BREAK �y��F NGj�v SHEET C2.0 ° lei I N C. K I v~i I I ---- --- - -- SAWCUT LINE Z SEE DETAIL SHEET C2.9 BLOCK 4 I p ° 0 ° 13 12 11 10 O O O O6 O5 O O3 O2 1 I I w p A 45.68 N CIVIL ACRONYMS a 46.08 TOC v I Lu ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS LLi +16.01, 25.87'L LL' ° I FOLLOWS: 45.82 FL 1 STA. - ROADWAY STATION FROM CENTERLINE 39.1+63 98M10.56'L +16.00, 16.54'L CL - ROADWAY CENTERLINE o PC - POINT OF CURVATURE 39.08 GB 40.92 GB 43.35 GB 45.99 LIP/GB ��,, I PT - POINT OF TANGENCY 41.89 42.86 0. ° 0o I I ELE. - ELEVATION +76.48, 10.00'L +00.00, 10.00'L +50.00, 10.00'L +09.03, 10.55'L °e°°° - - - -_ - - - +00.00, 10.00'L +00.00, 10.00'L L - STATION OFFSET LEFT - - - - - - - � 46.11 PC 45.55 LIP +96.51, 10.00'L `)° I R - STATION OFFSET RIGHT �`L +24.50, 21.34'L ° �� TBC - TOP BACK OF CURB PUBLIC ALLEY °° 14+0� ° ° ° 00 15+00 1.89% ,° 16+06 ° 2 RIM - RIM OF STRUCTURE - - - 10 00 2 00% 1 1+0 a ® 1.49% oa 2+00 ° ° 13+00 ° ° 0° 97% ° ° N ° ° 1.75% LIP - LIP OF GUTTER - - - - - °- - - - MA - MATCH EXISTING � ° ° � ° ° � °4 ° � ° ° 46.11 PC ° ° ° O ° u, ° ° ° ° O ° ° SW - SIDEWALK O ° ° ° 0 a , +96.49, 10.00'R / EP - EDGE OF PAVEMENT tJ� N N O� 45.88 CL/LIP 46.31 CL INT - - 41.69 CL 42.66 CL Dy +50.00, 0.07'R FL - FLOW LINE z - - - - - - - -- - - +24.50, 0.00' � - - - J +00.00, 0.00' +00.00, 0.00' 46.15 CL GB °°° o HP - TOP OF CONCRETE �,, 38.88 CL/GB 40.72 CL/GB 43.15 CL/GB / I HP - HIGH POINT +76.48, 0.00' +00.00, 0.00' 41.89 42.86 +50.00, 0.00' +09.02, 0.00' �� 46.21 LIP I CR - CURB RETURN w 39.08 GB 40.92 GB +00.00, 10.00'R +00.00, 10.00'R 43.35 GB 46.31 LIP/GB I 1 +24.50, 21.35'R POC - POINT ON CURVE - +76.48, 10.00'R +00.00, 10.00'R +50.00, 10.00'R +09.02, 10.56'R I INT - INTERSECTION 39.1 t MA I PRC - POINT OF REVERSE CURVE +63.98, 0.00' 46.28 FL +16.00, 16.55'R I SHEET NOTES 39.2t +63.97, 10.55'R +15.996 25.88'R I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD O O O O O /� O O O O O O O I NOTES. 13 12 11 10 9 !'j 8 7 6 5 4 3 2 46.91 I +26.49, 40.01'R I � I B. SEE SHEET C2.7 FOR PAVEMENT MARKINGS AND SIGNAGE BLOCK 3 I � PLAN. I O I C. SEE SHEET C2.8 FOR STREET LIGHT PLAN. 0 D. SEE SHEET C2.9 FOR TYPICAL ROADWAY STREET z / SECTIONS. I E. SEE SHEET C3.0 FOR LOT GRADING. - - - - - - - - - - - - - - - - / I F. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. G. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. H. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT- PERMIT. PUBLICALLEY " B" PLAN AND PROFILE I. PRIOR T TO WAY O PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF 0 30 60 90 0 3 6 9 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT N MARKINGS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' O N J. SEE SHEETS C4.0 - C4.1 FOR STORM WATER PLANS. z KEYNOTES ® z Q J LL 1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O 0 2757 2757 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES _ PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE z CL (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) > = LJJ 0 AND SHALL BE COLORED 'TRAFFIC YELLOW. C) Q � z N O Q O 0 2. INSTALL 4' WIDE VALLEY GUTTER PER ACHD m W 2754 0 � 2754 SUPPLEMENTAL STANDARD DRAWING SD-708. > a + � z OCL II � - II o �(6 VV)Iq z w 2751 0 N Y � N 2751 w - J Ld m II Of � II J ` U_ II w O Q � W_j Q� zw J 0 V) Caw mw O 0 m 2748 W N 2748 z Q 0 0 0 �i ° m u + w DC + � 04 0�j Q O O O w w N a 2745 9� Q � Q m _ 2745 N cn rn co 00 w 1• _ - - N Z Y r) 00 0 - N Y W N Q I) < - - w m w N �`' FINISHED GROUND 0 N - - z 2 ZW < � w 742 w � - .97% _ _ - 2742 0 7 EXISTING GROUND 1.4 % - - - - v _ - - - - U 0 2739 -2.00j �5% - - 2739 D Ln N O N N z 2736 2736 0` z ENGINEERING r_ 3 5725 NORTH DISCOVERY WAY O o BOISE,IDAHO 83713 3 EXISTING GROUND CENTERLINE PHONE(208)639-6939 LL meng 2733 FINISH GROUND CENTERLINE 2733 0 p.com N DESIGN BY: LCK W 00 r7 g r- N a0 O rn rn rN- 0 c° �r r rn 0 N rn 0 O r7 7rn DRAWN BY: LCK > 00 O m M 0 N � M O LO O c C14 0) N 00 N 0) r7 c° 00 ° °' ao °' o °' o °' o O o O O �i N N N N i M4 M 4 Lri Lri L0 `n `o co CHECKED BY: LCKO p N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DATE: MAY 2021 u PROJECT: 21-023 0 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 SHEET NO. Q s v 0 O ti i a SHEET LEGEND S,S\oNAL fNC 8" WHITE — BIKE LANE AT �0��' �\CENSE'0 0 40 80 120 1 2 INTERSECTION Plan Scale: 1" = 40' 660 15 8" WHITE — BIKE LANE 5124121 �o Q O X 30" '"� OF "R � `\ \c \� \\ 19 24" WHITE — STOP BAR 30 y��N C. K\Nc, dOlS `n N� i '� SHEET NOTES �y A. REFER TO ACHD STANDARD DETAIL TS-1112 FOR ADDITIONAL STRIPING AND SIGNAGE INFORMATION. B. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS \�� P \ c \ CONTACT ACHD INSPECTION FOR VERIFICATION OF 19 ° \ COMPLIANCE WITH POLICY AND EXISTING PAVEMENT F -� \ MARKINGS. w 19 1 15 12 15 1 15 12 1 15 12 15 1 15 12 `\ C KEYNOTES o E. CRESCENDO ST. \ I. X � � 19 \c \ `\ 1 STANDARD SYMBOL AND 161KE LANE ARROW PER ACHD p \ \ DRAWING TS 13. C 19 STOP 19 \ 1� ��; STOP �� p4r), 00 30 X 30 �1, -%- �s N"' �� /p » �1, -� ��' �`y �\y -1 » �� y Cc� ` � 30 X 30 STOP �a 30 O 30" X 30" �J/db qp�0 O 30" X 30" Lu 15 \ \ c \ I ` 110 \ c\ 15 \\ \c \ I \\ c \ \ \ N O cn O O O z z z J 0 w w w w z Q BLOCK 6 J BLOCK 5 Q BLOCK 4 -i BLOCK 3 Q Ln O z Q 0- � J \ o \ o 2 w p Q m j p Q z = Q m 0 w Q > (VD) N cnz pLn LuLu 9 9 9 Q Lzu O w 0 > z Q � x o w 0 10 10 10 10 � a m X N tv1 U Z O a I 15 11 11 11 11 U I O Q loo Z w l7 a z 0 115 12 12 12 12 O 1 R 1 -1 �, � R 1 -1 y�+�� T ti�iJi DC 9��p 30" X 30" 30" X 30" (! a O�b I �,,p> �F� 13 13 O�cyb -�-,�,p 13 13 O�db � + �,p z dOlS dOlS 's O 30,R1X 30" R1 -1 R1 -1 U (EXISTING 30 X 3 30" X 30" ENGINEERING � 0" - (EXISTING) (EXISTING) 5725 NORTH DISCOVERY WAY z 19 BOISE,IDAHO 83713 a dOlS 19 19 PHONE(208)639-6939 LL dOlS dOlS kmengllp.com 0 E. PHENOMENAL ST. N DESIGN BY: LCK w DRAWN BY: LCK > 15 Zg I 38f CHECKED BY: LCKO Or- o DATE: MAY 2021 u PROJECT: 21-023 g SHEET NO. Q APEX NORTHWEST 2.7 I , SUBDIVISION No. 1 C O SHEET NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Ss\ONAL fN0/ CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION �p�c \,\CENSFD 'y 0 40 80 120 AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY CONFLICTS EXIST. Plan Scale: 1" =40' 6860 B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE 5/14/21 CITY OF MERIDIAN. J'� C. SERVICE — ALL STREET LIGHTS SHALL HAVE OF \ \ UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE iN C. KEN VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. —F — — — — — — — — — — — — _ — — — — — — — — — � c — \ _ — — — r= — _ —— — — CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE I _ \\ \\ _ J s I LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL — — — —— — — — I I r' — — — — — — — — , \ \ \ r I UTILITY AND PAVEMENT CROSSINGS. IRRI I 1 Cls I \ c \ C�] i D. METERING — CONTRACTOR SHALL COORDINATE METER 1 N 18"SD \ \ ® LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. °° WHERE A METERED SYSTEM IS REQUIRED, NEW a \ c \ 1 DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. \ I 1 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH I I END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE w 1 a w a a w s w s w s w s w s w s w a w w� a w s w a w a"w a"w 8"w a"w 8"w "w 8"w s"w s"w a w I ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY a oo o o \ \ I HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL N N E. CRESCENDO ST. \ \ I ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS \ \ I WHEN THE ADJACENT PROPERTY IS DEVELOPED. °° 6 s s"s\ 8 s s"s s"S 8"S T—s"s I oo 6"PI PI PI PI— . PI PI PI PI PI PI PI PI PI PI PI — 1 _ _ 6"PI�66"PI 6"PI 6'PI 6'PI�B4 co sn 'lollO O s I 1 I 1 `\ \ ` o lo ao I S, � O O S �n 'oo� la \ C N Lu bo " w I \ \ 1 _ I � N I I I 1 \ \ \ -coO O I S So O O s 3 1 \ \ \ \ \ \ co vv w w � \ sn 1 \ 60 1 I I � L \\ \ 1 I I 1 \ 3 \ c 00 sn 00 oo oo 1a I I I � 1 ` \ c s � 1 \ sn co 3 O 1 �—S3 O O I S 1� O co boco 1 3 1 \ w � \ w I \ s I s I I I \ to a \ O O I S oo S� O O s I � b° la 1 — 1 (V I I 1 N O O I Scc z z S Q co 1 } I woo 3 I 1 w i CITY OF MERIDIAN STREET LIGHT NOTES 0 1 Q BLOCK 6 J BLOCK 5 I I BLOCK 4 'j BLOCK 3 I bo > la 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF � 1 o s 1 Q I I THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL O z J Q a o O v O O7 I S O U O s 0 I ELECTRIC CODE. > = Lu Z cn Q m I J �o 1 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE —co Q Q vi °' > 1 i n a- ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT 0 J Q a s I AND REQUEST INSPECTIONS. m �_ W CL Lu I a- I I Q I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, > _ o = 1 I (A f- I AND FOR THE POLE AND ASSOCIATED WIRING.-oo z 0 co O8 Og 1 s co vi s O O s 1a 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TRESS, 5' MIN. FROM FIRE HYDRANTS AND Q J 1 1 2' MIN. FROM WATER METERS.00 _ 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT w Q IL J w3:7 w DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD W oo oo 1a COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. _ OC oo I Do I I 1 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS = uj O O S I 1 b I REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. s O a 1 1 0 0 co s 1 z X 0 b � la LEGEND oc �, s 10 � 10 s %b � I I co I I I INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, Q o w w I_ DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST a L I la CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 X I �n 3 � STREET LIGHT POLES SHALL BE ROUND STEEL POWDER—COATED BLACK PER THE CITY OF MERIDIAN N I oo ro I 1 bo 3 I 1 I SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING I 1 11 f 11 I I®i�/ s 11 f 1 11 S I HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED o I 1 ®t I I I I Jli I I I la FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR 1 I II I I I ®I I I STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND E I 1 I I I,. a I 11®II I UTILITY COORDINATOR. co co 0 1 j �° I I 1 II I II II 1— INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, II I I �� 1 t I� DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST z w 1 I I II 12 I 1 12 I I S 1 12 I 1 12 — I CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 O w II 3 I I I a I I I STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZEoo _ 1 oo �, I I I 11 �, � I I I I I POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE I w 11 w I� LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR U ° I II II I I I STREET LIGHTING), OR HAVE BEEN PRE—APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND I I I I oo i UTILITY COORDINATOR. 00 EXISTING TYPE 1 STREET LIGHT I 1 i 2„so ® 13 i 1 13 1 I s 01 z IQ 1 L 1 I i 1 1 1 S EXISTING TYPE 2 STREET LIGHT O z Y EP Z RR IRR 6"PI "PI "PI "PI 6"PI 6"PI RR a = p 4"PI 4"PI 4"PI RR a s°PI s"PI 4" 4°PI 4"PI E N G I N E E R I N G 3 _ � 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 O r o PHONE(208)639-6939 LL s"w s"w s"w 8"w 8"w s"w s"w— kmengllp.com 1 s"w a a"w s"w 8"w snw s"w s"w s"w "w s"w "w s"w s"w 8"w s"w s"w Q Z E. PHENOMENAL ST. 18"S L r�i 18"S S 18"S 18" 1 "S 18"S 18"S 8"S 18"S 18" 18' S 18"S "S 18"S 18" 18"S 18"S 18"S 18"S 18"S S 8"S 8" 8" 8"S 8"S 8"S 8"S 8"S 8"S 8' DESIGN BY: LCK N W O 3 1 3 oo DRAWN BY: LCK z ® _ O g 1 N v) N N N N N N N CHECKED BY: LCK o_ p ao co N ® DATE: MAY 2021 U PROJECT: 21-023 z 3 1 bo 3IRR 18"PI 18"PI 8"PI 18"PI 18"PI 18"PI 18"PI — o co ® APEX NORTHWEST co 1 I � SHEET NO. Q SUBDIVISION No. 1 I 1 S C2.8 1co cg\ONAL fN ENSFDC�yF 860 J, 5124121 0 20' PL-PL -y�y rF Of 10' 10' �N C. KEN 1' LANDING, COMPACTED SUBGRADE TYP. 5" PORTLAND CEMENT CONCRETE w 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE a 0 STREET SECTION A (ALLEY- PUBLIC) SCALE: NTS 60' RIGHT-OF-WAY cn Z 0.5' 0.5' N 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC-CL 16.5' CL-TBC 8' PLANTER 5' SIDEWALK w SLOPE TO oC EXISTING //\// 1' LANDING, \\/\\//\\//\\/ / /\\/\\/\\ TYP. // 6" VERTICAL CURB 2.5" 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 p z 12" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION B (S. HOPE AVE ./S. ASPIRATION AVE . ) SCALE: NTS 75.5' RIGHT-OF-WAY I`1.5' SIDEWALK I` EASEMENT 2' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 23.5' TBC-TBC 23.5' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING (V /\/\ \ V) \\ VERTICAL CURB A - AND GUTTER, TYP. (3" ASPHALT PAVEMENT SP3, 0.50-INCH 1/2") MIX, PG 64-28 O A � �-- 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE O z COMPACTED SUBGRADE 18" OF 6" MINUS PIT-RUN SUBBASE > = Lu CRESCENDO ST. ( E . )STREETSECTION Co o Lu:Eo co SCALE: NTS > ~ cry z p w � a `) Lu 77' RIGHT-OF-WAY LL I �_ Lu 2' 2' N 3:1 MAX. 5' SIDEWALK 8' PLANTER 23.5' TBC-TBC 23.5' TBC-TBC 8' PLANTER 5' SIDEWALK LLJ SLOPE TO EXISTING O p \/\ \// L oC N 6" VERTICAL CURB m AND GUTTER, TYP. 3" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG 64-28 Z 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 18" OF 6" MINUS PIT-RUN SUBBASE W STREET SECTION D (S. APEX AVE . ) 0 SCALE: NTS Z 0 z a O o �1.5' SIDEWALK a 87.5' RIGHT-OF-WAY EASEMENT U N 2. N 0.5' 3:1 MAX. 10 SIDEWALK 8' PLANTER 27' TBC-TBC 27' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO Z EXISTING Ln z z E N G I N E E R I N G 5725 NORTH DISCOVERY WAY \ BOISE,IDAHO 83713 O } \ //\ \/\/� �\/�\/�\//\//\/�\// , \ /\\ '\ PHONE(208)639-6939 LL 3 6" VERTICAL CURB kmengllp.com AND GUTTER, TYP. 3" ASPHALT PAVEMENT SP-3, 0.50-INCH (1/2") MIX, PG 64-28 0 N 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE DESIGN BY: LCK LJ..I COMPACTED SUBGRADE N 18" OF 6" MINUS PIT-RUN SUBBASE DRAWN BY: LCK STREET SECTION E E . CRESCENDO ST• CHECKED BY: LCK o o DATE: MAY 2021 SCALE: NTS PROJECT: 21-023 g SHEET NO. Q s v 0 O ti i a CIVIL ACRONYMS ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS FSS\rj r*6, FOLLOWS: 0 F 0 40 80 120 STA. - ROADWAY STATION FROM CENTERLINE Plan Scale: 1" =40' CL - ROADWAY CENTERLINE 16860 PC - POINT OF CURVATURE J, 5/24121 0 PT - POINT OF TANGENCY Q \ \ \ \ \ \ \ LE l - STATION OFFSET LEFT �C-) L F OF \ \ \ \ \\ c c \\ \ TBC - STATIONTOP OFFSEK OFCURIBHT <�N C. KEN \ \ - - - \ \ \ F- - -- - - - - - LIP - LIP OF GUTTER --�2743 � - - - - - - - - - - - -\�� - - - - - - - - - \ \ � c - � - - - � - J - - s � SW - SIDEWALK -'�- - - -- - \ sts - - - - - - - - - 2) \ \ �r I TOC - TOP OF CONCRETE - I FG - FINISH GRADE IR IRR I L I \ \ 4S \ \ c \ I \ ® __ - � SHEET NOTES a 3 �\ I \ A. SEE SHEET C1.1 FOR GRADING NOTES. r - P, \ \ I I B. SEE SHEETS C2.0-C2.9 FOR ROADWAY 8"W 8' 8"W 8"W 8"W 8„ B Nh�B w 8„w s"w 9 w-� s"w a'w- ph-8"w 8"W� 1�6'w s"w 8" 8"w 8IV s 8"w 8"w 8 ;w \ I IMPROVEMENT PLANS. a 42.74 a IN oo m 43 SW 2 43.95 \ \ 2 44.GW 2;7 N / 46.12 46.89 48.217 A I C. SEE SHEET C2.9 FOR TYPICAL ROAD SECTION. N \\ SW SW� E. CRESCENDO ST. SW SW 42.45 43.06 43.21 43.44 43.91 44.52 _45 SW 44.82 45.68 45.99 46.31 �2) \ 00 TBC TBC FG FG TBC TBC s 8"s 8"s� s"s 8"s 8CS I N \ TBC TBC FG FG Aj rL'I - c �\ � I \ I ' �, GRADING LEGEND 6"PI - Pr=-=T - PI �r - - - - - - - - - - - - - Pi - - - - - N \ FINISHED GRADE ELEVATION U42.28 42.24 2�A 42.07 43.95 43.73 44.76 44.95 ��J - - s"Pi - - s"Pi - - s"Pi - - s Pi- - s'PI �42.50 TBC 41g80 47.04 2742 \ 642.04 43.44 44.14 IBC I oo 44814 \ GB GB GB 1.50% `n \ 47.55 TBC I I �� I \ \ \ ?>4 FINISHED GRADE SLOPE O � TBC GB GB TBC s TBC GB 41.99 O 42.62 42.62 O 44.341 S. 44.34 1 45.36 45.36 O 47.74 s SW 41.99 ��2626 -�� FINISHED GRADE CONTOUR FG� FG 44.34 SW 00 SW 44.34 Co c \ FG FG 47.74 SW 00 \ \ \ Lu w \ \ \ w\ GB 41.46 42.63 GB GB � GB \ - °°� GB.46 Gg \ GB -2743_43.G6 I w I G6.19 44.GB \ \ 46.57 I \ \\ \\ \ I 2�Q6 GB w I \ \ \ -2645- - EXISTING GRADE CONTOUR TBC 0 43.54 I \ I 43.54 \? 46.75 I Ia \2>4S \ \c \ sn 41.49 I TBC TBC 2744 >�4, TBC tK I \ \\ \\ 42.23 42.23 43.73 I I 43.73 \ 44.60 44.60 \ 46.94 I �'� I \ \ \ GRADE BREAK 00 43 SW 41.49 \ FG FG \ 43.73 SW SW S 43.73 2 FG FG 2 46.94 SW s c \ 0 00 I GB 41.06 I 42.23 \ GB I I GB 43.44 GB GB GB GB GB \42.GB w GB GB GB 45.77 \ \ 0 40.80_2741' \ 42.93 I cn 42.93 \if 412)QS GB 45.95 w - TBC �2) TBC I I TBC TBC I 3 I 6P� \ \� 40.99 sc� 41.89 41.89 43.12 s 43.12 \ 43.85 I 43.85 \ 46.14 a \ 0 .72 A- 1 SW 400.99 \ \ GB s �_ FG FG \ 46.14 SWGB FG FG 3 43.12 SW I SW 43.12 3 ILI 40.72 40 G6:�� GB oo 89-2742-41.96 \I I I 422.68 42.688 GB 44.9E 1 3 GB C'g GB GB 40 40.30 42.40 0° 42.40 2 j 45.15 °' I \ \ 1 TBC TBC TBC R.3, TBC I \2744 \ 40.49 41.55 \ 41.55 42.59 s I 42.59 \ 43.22 2�4Q 45.34 I 0o I \\ \ 3 SW GB•49 O FG IFiFG O4 42.59 SW \ SW 42.59 4 FG I 43.22 4) 45.34 SW s I� \ 00 40.38 41.42 GB co GB 42.05 FG \'� \ �� 00 40.38 GB 1 41.42 42.05 GB 44.17 I I \ \ GBAl GB w GB GB Q� s 39.94 \ 4TBC I s I TBC' 4201 2742 44.35 I I \ \ \ TBC TBC- a \ 40.13 41.21 41.21 42.21 I s I 42.21 \ 42.83 42.83 44.54 SW 40.13 \ FG FG �42.21 SW �, S� SW 42.21\\ FG FG O5 44.54 SW °o \ I GB 40.05 GB GB 00 GB I \ 40.05 GB GB 41.04, I I 41.66 41.66 GB \ \ N I GB GB GB ,\GB 43.GB I °° I- I I o 39.68-2740-�� 2741 41.63 I 41.63 \ 27 43.65 1�` I \ LLi N °° TBC TBC u) oo I TBC 43 TBC I �' oo I �2743_ \ O Q °' 39.88 O 40.87 40.87 41.82 41.82 43.84 sn SW 39.88 O \ FG FG 60 41.82 SW I SW 41.82 \ 42 FG FG 44 \ 43.84 SW Io \ z z \ GB 39.71A� 40.65 GB S GB 41.27 GB Q Q G6 71 GB GB 40.65 I I I 41.27 GB w �2>4 42.68 I I z J vi GB w GB Q 2\ GB w °' I \ 39.43 41.24 °o 41.24 I I TBC BLOCK 6 BLOCKS TBC I TBC BLOCK 4 � BLOCK 3 ,43.15 TBC I > co I� \ 39.62 40.54 40.54 41.44 41.44 co 42.05 42.05 Q I \ (� O z SW 39.62 7 FG L,, FG 7 41.44 SW s SW ,41.44 7 a 43.35 I z I oo O I J O S \ FG I = FG O7 43.35 SW s $ I �_ = W GB 39.37 40.27 GB GB w GB 37 GB u GB \ GB I 00 I G40 6.89-2741-40.GB 42.18 I < to \ GB o I \ of \ 39.17 co 40.86 I I 40.86 \ Ao- 42.66 I W 3 TBC I a TBC TBC TBC Q I2742 -co 39.37 40.20 40.20 41.05 I s � I 41.05 41 6 � 41.66 -42.85 I N � N� SW 39.37 \$ FG FG O8 41.05 SW oo S I SW 41.05 \$ FG I FG O8 42.85 SIN Ia \ Q \ I W I GB 39.03 I 39.88-2740- GB I GB 40.50 GB Ido G6.03 GB GB 39.88g I w GB.50 GB 41.69 I I 2742 W Q w I�\ GB � 38.92 2739 40.47 �. � 40.47 � � 42.16 °o NBC 741- W TBC I \ I TBC TBC I oo I z \ 39.1 1 39.86 39.86 40.67 40.67 oo SW \GB 11 \ FG FG O9 40.67 SW s I SW 40.67 O9 41 FG FG 27 O9 42.36,11 42SW I s I \ 38.69 39.50 GB S GB \ \ 3 40.1 1 G B \ I I o GB 69 2739 GB GB 39.GOg I I cn > °' I I GOg.1 1 GB 41.19 I oo w GB S�, I Q 38.65 \ 40.09 a 40.09 41.67 \ z II TBC TBC I O I TBC 2740 TBC 40.28 40.28� 41.86 I 3 I� W SW 38.84 10 39.50 I �� 39.50 \ I SW 40.28 10 40.8G FG.87 10 41.86- SIN I \ y, FG FG 10 40.28 SW vi oo GB 38.34 �39.12 GB co GB 2741 \ 00 \ \ 38.34 GB GB 39.12 I I 39.70 \ 39.70 GB G B 40.70 \ Q GB \ GB w GB GB w Ia \ 38.25 39.73 I 39.73 41.17 TBC vn \ I - o 38.44 38.99 I 38.99-2739 39.92 I 3 I 39 92 \ I 41T37 I 40 I \ oo SW 38.44 11 FG FG 11 39.92 SW- _ S SW 39.92 11 40.27 FG f \ 1 FG 27 11 41.37 SW s I \ \ \ I I I I GB -2738-37.82 38.76 GB I GB o GB I- \ I® 37.82 I 38.76 I I 39.11 39GB 40.20 \2> \ N GB GB i GB GB GB GB ®i I ce J I j b 37.84 39.37 o 39.37 40.68 I � TBC38 04 I I TBC I I TBC 2739 I 2)g0 TBC I 38.47 38.47 39.56 SI 39.56 I z N 1 I i i I SW GB.04 12 FG i I i FG 12 39.56 SW I iJ S I SW 39.56 12 39.6G I 2740 12 40.87 40SW - - T oo \ m I y � 37.30 38.54 GB I � GB 38.51 I 39.68 GB I bo I \ 0 0000 377.30 GB I GB 38.40 I I I I 38.51 GB I FG 39.71 I, GB w GB GB 1� w o \ f ?>38\ 37.FG I I FG.95 I I 39.08 I o o I 39.08 f;`' -oo I \ �, I 37.80 \ I I 39.29 I I n I I 39.29 FG I a I FG I oo Do I I TBC 36.79 I 38.06 TBC sl TBC 37.92 40.46 \ -zrz"sD 37.92-2737 13 GB GB 13 r� s I 2) GB I TBC ® SW . 733 I 37.93 O 39.36 I SW 39 39 13 37.90 I I 13 40.57 v I Ill ® I \ z CIS \ 0 36.73 GB 36.73 GB 37.93 I GB \ 37.90 GBLQJ 39.00 [®®] Y I\ EP GB GB 2738 Z RR IR - GB GB -2738- GB _ 6 PI PI "PIGB g 4.. g 37.58 38.14 38.11 39.10 Nci ENGINEERING � _ 39.03 39.31 39.20 40.17 5725 NORTH DISCOVERY WAY SW SW fig( FG SW SW SW og( FG SW 0 r a83713 a"w a a"w a"w 37.90'w a"w gW s"w s"w s"w "w s"w 39.07 a"w SW 8"w 8"w 8"w s"w HOISE, 208)6 9-693 o 38.49 39.64 $"w s"w s"w s"w 8"w s"w a"w- PHONE(208)639 6939 L.L T s FG E. PHENOMENAL ST. I FG o \ \ kmengllp.com Q 18"S TS"\ 1 s"S 18"S 18' 1 "S 18"S 18"S 8"S 18"S 18 18' 18"S "S I'S t 18" 16"s \18�S 18"S 18"S 18"S 8"S 8" 8" 8"S 8"S 8"S 8"s 8"S 8"S 8' DESIGN BY: LCK W \ 3 \ DRAWN BY: LCK / � O Z I bo 38( \ \ CHECKED BY: LCK 0 ga 1 \ !n (n N cn to (n (n co N UI (n co (n N co DATE: MAY 2021 o pIRR PROJECT: 21-023 z Z 18"PI 18"PI 1 "PI 18"PI 18"PI 18"PI 18"PI B9 1 , /7 /7 o I ® N Do \1�3: /7 /7 /7 � I \ SHEET N0. Q co APEX NORTHWEST I I \cc °° 9 I I \ SUBDIVISION No. 1 \ 13 i S N \ C3.0 0 d I � z \ \ SHEET NOTES I SGT #8 \\ c \\ SGT #20 ) A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY sl\ AL FH�� cc, SGT #7 \\ \c \ \\ 2747.24 (E) 0 40 80 120 ENSF ti RIM:2742.66 (W) p �,\INLET #12 RIM:2745.04 (W) RIM: NOTES. RIM:2742.66 (E) \ \ ACHD SD-601, TYPE I RIM:2745.04 (E) � INV IN:2742.98 12" (S) B. SEE SHEET C4.1 FOR STORM WATER DETAILS. RIM:2742.01 INV IN:2738.66 12" (S) \ \ \ \ Plan Scale: 1" =40' INV OUT:2737.81 18" (E) INV IN:2741.06 12" (N) \ \ INV OUT:2742.13 18" (E) 6860 SUMP:2736.73 INV OUT:2740.14 18' E INLET BAFFLE:2742.30 C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN INLET BAFFLE:2737.98 ( ) \ \ J, 5/24121 0 INV IN:2738.73 12" (S) INLET BAFFLE:2740.38 \ � \ OUTLET BAFFLE:2742.88 AT OR BELOW 20 FEET FROM EXISTING GROUND � � � Q INV OUT:2738.73 12" (N) OUTLET BAFFLE:2738.56 INLET #10 OUTLET BAFFLE:2740.96 \ \ \ \ INLET 8 SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR �� q�E OF \1 Q25=0.38cfs 40.0' 18" ADS N-12 HP ACHD SD-601, TYPE I \ \ ACHD SD-601, TYPE I BASED ON THE INFILTRATION TEST RESULTS WITHIN THE ) S _ Q100=0.53cfs g 4 0.00% RIM:2744.35 39.0' 18" ADS N-12 HP \ \ 6 58.2' 18" ADS N-12 HP POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR ��/�/ C. Y, RIM:2746.40 @ 0.00% _ SUMP:2740.06 7 ® 0.00% \ \ GREATER. FOR ADDITIONAL INFORMATION REFER TO THE SUMP:2742.08 _ - - - - INV IN:2741.06 12" (S) - - - - � - - - - � - - � - - - - - - - - - GEOTECHNICAL INVESTIGATION "APEX SUBDIVISIONS NW & c INV IN:2743.08 12" (S) �- _ _ _ _ _ I ACHD STORM DRAIN 202PHASE 2" PREPARED BY ATLAS, DATED APRIL 5, INV OUT:2741.06 12" (N) ACHD STORM DRAIN \ c INV OUT:2743.08 12" (NE)I I - - - - - - - - ACHD STORM DRAIN r I I I .�EASEMENT Q25=0.37cfs i ,�EASEMENT \ \ Q25=0.93cfs I •�EASEMENT a� u Q 100=0.52cfs I� RR \ � � Q100=1.30cfs 18'SD D. PROVIDE WATER-TIGHT SEALS AT PIPING \ g ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, I \oo _ - - - - - - - J AND MANHOLES. a 9 g f 3 g \ c \ 1 23.4' 12" ADS N-12 HP E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE \ I ® 0.43% COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF I I ROW OR WHERE COVER IS GREATER THAN 2 FEET THE 8"w a' s"w 8" 8"w 8"w 8"w 8"w 8"W 8"W s'w� 8"W a"w a"w a"w a"w 8"w a"W 8"W 8"w g"w a"w s"w s w I I STORM PIPE SHALL BE ADS N-12 HP PIPE OR a 17.3' 12" ADS N-12 HP 17.3' 12" ADS N-12 HP \ \ I APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN o a @ 0.40% E. CRESCENDO ST. @ 0.40% � c \ I LESS THAN 5-FEET OF SEPARATION BETWEEN 44-no .5' 12" ADS N-12 HP \ 51.5' 12" ADS N-12 HP STRUCTURES. 44.5' 12" ADS N-12 HP s 3 8"s \ s"s a"s a"s a"s \ a"s ® 0.41% ® 0.40% ® 0.40% �- T I F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. D - STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC - - - - - - - ^ e - o RATED LIDS UNLESS OTHERWISE SPECIFIED. INLET #7 I 6"PI PI - - PI - - PI- PI -PI - - PI - - PI - PI PI PI PI -PI - - PI - - PI ACHD SD-601, TYPE G. THE CONTRACTOR SHALL COMPLY WITH ALL THE INLET 11 - - - - - - - - - - - -- - � sn g ( INLET #9 s"PI s"PI s'PI s'PI s PI RIM:2746.40 ACHD SD-601, TYPE I g I SUMP:2742.29 ASSOCIATED N WITH TS OCONSTRUCTION ACTIVITY.RM WATER DISCHARGE INCLUDES °0 RIM:2742.01 I ACHD SD-601, TYPE I \ \ N RIM:2744.35 \ \ INV OUT:2743.29 12" (N) IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP z SUMP:2736.91 I SUMP:2740.24 I I \ \ O INV OUT:2738.91 12" (N) O 1 s Q25=0.81 cfs PLAN PREPARED FOR THIS SITE, REGULAR SITE N oo Soo INV OUT:2741.24 12" (N) O a Q100=1.13cfs INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE Q25=0.37cfs - � � � \ � � � Q25=0.36cfs I I \ \ \ SWPPP AND OTHER REQUIREMENTS AS SET FORTH IN w L Q 100=0.52cfs Q 100=0.50cfs co O � O I I \ \ THE NPDES GENERAL PERMIT. - 1 I w°° 1 \ c \ W I \ \ H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN I ENGINEER AND ACHD. N I I I \ \ c \oo I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM °0 O O I s � O O _s__ I \ \ \ DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN °° I s I I � la \\ c \\ MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH w � I \ \ \ SECTION 8018 OF THE ACHD DEVELOPMENT POLICY 3 I N w I \\ c \\ MANUAL AND ISPWC SD-623. o I °° � I I I� \\ \ \ \\ J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, O O s I I \ \ THE CONTRACTOR SHALL CONFORM TO THE STANDARDS z S O O I s I \ \ SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF a THE ACHD STORMWATER GUIDELINES. \ \ \ o I� \\ c \\ K. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 I N co I \\ \ \ \\ AND 8200 OF THE 2017 ACHD POLICY MANUAL. 'oo \ c L. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE O4 a O4 I s O O I s \ \ LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE `° °�s la \ \ ELEVATION PER THE INTERNATIONAL BUILDING CODE, 00 I °° °° I I � I \ c INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN vv w W I \\ \ \ REQUIREMENTS. s KEYNOTES 3 I S I I I \ sue- O5 O5 I s°° O O s � I \\ 1. SIB #1 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 I I I \ (74'L x 14.5'W x 8.5'D) \\\ c 2. SIB #2 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 N \ (81'L x 15.0'W x 8.5'D) z s Ln N I I I \\ 3. SIB #3 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 O Q O O 6 6 I s 6O O I s la \\ (88'L x 13.0'W x 8.5'D) z J to I I \\ 4. SIB #4 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 z I � w- w 0D I (80'L x 15.0'W x 8.5'D) O > BLOCK 6 Lu BLOCK 5 I BLOCK 4 w W x Q I Q BLOCK 3 i °° z I 5. SIB #5 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 (/� O W OJ O7 I s s � O7 v 4 7O s O I (67'L x 13.0'W x 8.5'D) \ I > I Ia 6. SIB #6 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 Q/Co Q W a a I co a I (53'L x 15.0'W x 8.5'D) m Q O a O I I I 7. SIB #7 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 N 0D 8 8 I s 2 I I � I (34'L x 10.O'W x 8.5'D) (� zCL oe- oo N la 2i s I O O I s I 8. SIB #8 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.1 (~ a w I I (25'L x 10.O'W x 8.5'D) W D oo w I� DC 9. INSTALL GROUND WATER OBSERVATION WELL PER ACHD W W � I a0 I I SD-627, SHEET C4.1. INSTALL WITHIN THE INFILTRATION OO D I BED 5' FROM THE END AND OUTSIDE OF BED A = 5 9 9 s I O9 O I s MINIMUM OF 50' FROM THE PERIMETER OF THE BED. ` Q a I S3 a oo oo I� x DC svn) 10 10 I s s3 10 10 s � cn I � W I_ W I a 9 I �Q 11 f l n 9 3 11 f 1 11 I s I 79.0' 18" ADS N-12 HIP 9 I I ACHD STORM DRAIN I I ,il I O 9 I O I� I II ® 0.00% 86.0' 18" ADS N-12 HIP I I I II I I 9 I Ioo a I II 3 III I I sn ® 0.00% I I I cn I I a II 0D SGT #1 I 93.0' 18" ADS N-12 HIP I II 0D 85.0' 18" ADS N-12 HP j 72.0' 18" ADS N-12 HP II o I I II RIM:2737.62 (S) I I 10.00% I• I ® 0.00% I C� 0.00% I I I la f RIM:2737.67 (N) I I I s � I I I I I II I SGT #5 z a 1 I 12 12 F 12 12 -g- zo N I INV IN:2733.73 12" (E) 2 I Q a l 3 I I s O 4 I a I O 5 I �, I RIM:2740.35 (S) O r ACHD STORM I I� _�INV OUT:2732.88 18" (N) I I I rs� oo RIM:2740.41 (N) DRAIN I II INLET BAFFLE:2733.05 SGT #3 II I co I I� INV IN:2736.51 12" (E) EASEMENT I I I j OUTLET BAFFLE:2733.63 I RIM:2739.16 (S) I w ,I ACHD STORM DRAIN �� w INV OUT:2735.66 18" (N) U o I I I I III I 11 ACHD STORM DRAIN I I I RIM:2739.20 (N) I I i t I ACHD STORM DRAIN I I I EASEMENT I I I I INLET BAFFLE:2735.83 T I I 4.3' 12" ADS N-12 HP I I EASEMENT INV IN:2735.32 12" (E) I I I I EASEMENT�I a 1 I I I m I OUTLET BAFFLE:2736.41 o @ 0.46% I I ti I I INV OUT:2734.47 18" (IN I I 13 I I I INLET BAFFLE:2734.64 s °' I 9 I j I I I la 9 (~ 9 O I OUTLET BAFFLE:2735.22 I I S 13 I I 13 I I z g - 13 L I I I 4.3' 12" ADS N-12 HP I C� a _ gs� O w I I 3 I Z INLET #2 EP A 4.3' 12" ADS N-12 HIP I @ 0.46%� U z ACHD SD-601, TYPE I PI I 'PI 6"PI 6"PI RR ® 0.46% p 4" 4"PI 4"PI 4' 4"PI 4'PI p RIM:2737.04 � INLET #1 SGT #2 v)oo E N G I N E E R I N G ACHD SD-601, TYPE I 5725 NORTH DISCOVERY WAY O SGT #4 3 SUMP:2732.75 RIM:2737.75 (S) (OPEN GRATE) 00 � INV IN:2733.75 12" (E) INLET #3 38( RIM:2738.88 (S) (OPEN GRATE) INLET #5 BOISE,IDAHO 83713 RIM:2737.04 RIM:2737.82 (N) RIM:2738.96 N ACHD SD-601, TYPE I o a..w 8„w 8„w ACHD SD-601, TYPE I PHONE(208)639 6939 L.L INV OUT:2733.75 12" W SUMP:2732.93 INV OUT:2734.15 18" N w 8"W ( ) 8"W- -8"W- 8"W 8"W 8"w 8"w 8"w 8"w- ( ) RIM:2738.58 a W E. PHENOMENAL ST. ( ) RIM:2739.77 INV OUT:2735.28 18" (N) kmengllp.com Q25=0.68cfs INV OUT:2733.93 12" (W) INLET BAFFLE:2734.32 SUMP:2734.47 INLET BAFFLE:2735.45 SUMP:2735.66 Q t' Q100=0.94cfss s ta"s Q25=0.84cfs 18"s 1a"s OUTLET BAFFLE:2734.90 18 s 18"s INV OUT:2735.47 12" W -1a" 18's s 18" s 8"s- Q25=1.21cfs ( ) OUTLET BAFFLE:2736.03 INV OUT:2736.66 12" (W)-8"s 8"s 8"s 8"s 8"s 8"s s DESIGN BY: LCK W Q 100=1.17cfs Q25=0.71 cfs Q25=1.20cfs Q25=0.54cfs \ JE 3 Q100=1.69cfs Q100=1.68cfs Q100=0.75cfs 44.5' 12" ADS N-12 HP= - INLET #4 s Q100=0.99cfs m DRAWN BY: LCK 3 00 ® 0.40% �, ACHD SD-601, TYPE I "s INLET #6 CHECKED BY: LCK RIM:2738.58 � N ACHD SD-601, TYPE I ° �° SUMP:2734.34 30.5' 12" ADS N-12 HP RIM:2739.77 30.5' 12" ADS N-12 HP ® DATE: MAY2021 U ® 0.43% SUMP:2735.53 @ 0.43% PROJECT: 21023 INV IN:2735.34 12" (E) / I 18"PI�18"PI 18"PI 18"PI 18"PI 18"PI 18"PI B9 1 Z INV OUT:2735.34 12" (W) /7I INV OUT:2736.53 12" (W) SHEET N0. Q ® Q25=0.69cfs -FL Q100=0.96cfs 00 I I Q25=0.69cfs o zo I I Q100=0.96cfs s a �' l.`/I`-F 0 dooz A L f NC LEGEND Ss\oN��, ENS O WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �O �,� f0 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 860 O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- SI1�/21 0 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS iT IIIIIIIIIII :° �: :, PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" �y F OF III-I1 b `�'4 PIPE. DRILLED WELLS MAY USE 4" PIPE �iN � KEN NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK ZEE [ , Q �= OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY �I -- II1 J� 3 0 AP o Q O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES s 3 NOTES: PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS < 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION w O w p :2 o o > ~-18 �� 0 IIU z 8 3 X w O 6 SECTION CONCRETE COLLAR N > N.T.S. p v� 4 w w W H 9 r7 O SECTION N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION IDAFORHPUBL PUBLIC WORKS STANDARDS GROUNDWATER STANDARD DRAWING FORIDAHPUBL PUBLICDAR WORKS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION OBSERVATION WELL SD- 627 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 (V C/) SIDEWALK PER ACHD SUPPLEMENTAL NO TREES ARE ALLOWED WITHIN 0 z A B STANDARD DRAWING SD-709. 10' OF THE OUTSIDE PERIMETER Q 1,000 GALLON �� y OF THE SEEPAGE BED FINISHED GROUND NO TREES ARE ALLOWED WITHIN z J SAND AND GREASE TRAP PER CURB AND GUTTER 10' OF THE OUTSIDE PERIMETER FINISHED GROUND ACHD REQUIREMENTS OF THE SEEPAGE BED ELEV. - "A" MIN. i/ PER ROADWAY PLANS. ( ) vv/vv/ �' ELEV. - "A" (MIN.) * v/v/v/v/v/v/v'� �� i�i i �i i �i , �i OF - - -ADS N-12 H P w w \\/\\/\\/\\/\\/\/�\\//\//\\/�\\/\\/�\\/\\/�\\\ ELEV. - „B„ /%\�/%\�/%\�/%\�/% /\\�/\6 /%\�//\\�/%\\/%/�%% EIL :: ELEV. - „B„ \�//\�//\//\�//\// /\�/\ //\//\�//\//\�//\//\ V) O WSDI 3 - - J ------- --------- ow= - III ELEV. - „Cv> ELEV. »C„ vi QQWUj 5 5 w w 0 > ww �J*18"0 PERFORATED ADS N-12 HP. JTRANSITION 5' IN BED NON-PERFORATED TO ��A Ly B w7PERFORATED PIPE =w o w ZLENGTH VARIES, SEE TABLE THIS SHEET w UJ wwNQ W1,000 GALLON PLAN VIEW 2 WSAND AND GREASE TRAP PER ELEV. - "D" ACHD REQUIREMENTS. ELEV. - "D" Z 0 W uj LOCATIONS, ELEVATIONS, AND ADDITIONAL INFORMATION PER z = W WATERTIGHT CONNECTION g SHEETS C4.0 � ;,� WIDTH VARIES, SEE WIDTH VARIES, SEE � MAX. HSGW TABLE THIS SHEET Q * FINISH GROUND MAX. HSGW TABLE THIS SHEET = OR ROCK 18'0 PERFORATED ADS = OR ROCK ELEVATION 18" ADS CAP N-12 HP ELEVATION 4 O 4 4 z 2 ---- --- 0% SLOPE---- SECTION VIEW A-A: SEEPAGE BEDS WITHIN PUBLIC ROW SECTION VIEW B-B: SEEPAGE BEDS OUTSIDE OF PUBLIC ROW X -------- ------- - W O IF KEY KEY a 1. ISPWC 801 OR ASTM C33 FILTER SAND. 1. ISPWC 801 OR ASTM C33 FILTER SAND. Q V) PROFILE VI EW 2. 3/4" - 2" ANGULAR ROCK. 2. 3/4" - 2" ANGULAR ROCK. 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD 4" OF CHIPS PIPE BEDDING STORMWATER DESIGN GUIDELINES DETAIL BMP 20. STORMWATER DESIGN GUIDELINES DETAIL BMP 20. a 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL N GROUND WATER OBSERVATION ENGINEER. ENGINEER. WELL PER DETAIL 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED 5. NON-WOVEN FABRIC SHALL BE PROPEX GEOTEX 401 OR APPROVED EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION EQUAL MEETING ACHD STORMWATER DESIGN GUIDELINES SECTION 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 8202.23. OVERLAP MINIMUM OF 1-FT TOP AND SIDES ONLY. 0 6. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF 6. FOR SEEPAGE BEDS OUTSIDE OF PUBLIC RIGHT-OF-WAY A MINIMUM a 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. INSTALL OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE WITHIN z WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. WOVEN FABRIC SHALL LANDSCAPE AREAS. BE PROPEX GEOTEX 401F OR APPROVED EQUAL MEETING ACHD u STORMWATER DESIGN GUIDELINES SECTION 8202.23. Z 0 0 z O SEEPAGE BED TABLE - o SEEPAGE BED BED LENGTH BED WIDTH BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" GROUND WATER EL. DESIGN VOLUME (CF) DESIGN INFILTRATION U (FT) (FT) RATE (IN/HR) o a SB #1 74 14.5 8.5 2737.10 2735.60 2732.88 2727.10 2717.3t 4,380 8.0 N SB #2 81 15.0 8.5 2737.91 2736.41 2734.15 2727.91 2718.0t 4,932 8.0 GENERAL NOTES z A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 20 FEET FROM EXISTING GROUND SURFACE. THE DESIGN INFILTRATION RATE IS 8 IN/HR BASED ON THE INFILTRATION TEST RESULTS WITHIN THE POORLY GRADED GRAVEL THAT WERE 12 IN/HR OR GREATER. FOR ADDITIONAL O z SB #3 88 13.0 8.5 2739.19 2737.69 2734.47 2729.19 2718.6t 4,674 8.0 B. INFOALL DRAINAGE IONREFER TO THE SHALL OR GREATER AD GEOTECHNICAL BE HS25 INVESTIGATION LOAD SUBDIVISIONS NW & SE PHASE 2" PREPARED BY ATLAS, DATED APRIL 5, 2021. U Y Z C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. E N G I N E E R I N G a SB #4 80 15.0 8.5 2739.06 2737.56 2735.28 2739.06 2719.3t 4,910 8.0 D. BED WIDTH SHALL REMAIN CONSTANT. 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,IDASC VERY Q EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS 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 LL SB #5 67 13.0 8.5 2740.42 2738.92 2735.66 2730.42 2719.9f 3,556 8.0 TO ACHIEVE THE REQUIRED INFILTRATION. kmengllp.com F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. 0 N SB 6 53 15.0 8.5 2747.28 2745.78 2742.13 2737.28 2726.9t 3,249 8.0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. DESIGN BY: LCK LLJ O # H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. DRAWN BY: LCK a I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. CHECKED BY: LCK O SB #7 34 10.0 8.5 2745.23 2743.73 2740.14 2735.23 2725.2t 1,365 8.0 J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR 0 ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. DATE: MAY 2021 SB #8 25 10.0 8.5 2742.78 2741.28 2737.81 2732.78 2722.9t 1,010 8.0 PROJECT: 21-023 0 SHEET NO. Q SEEPAGE BED DETAIL #1 v N NTS O a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER SS��NAL fN� O I NOTES. �oc��' ��CENSf� B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 8 0 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `nj 5124121 �o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9 -f,- Q v 2 I SD-507. 0,S,C� C. K NS�v O SSCO #A-4 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF STA: 7+78.11 OFFSET: 0.00' MERIDIAN STANDARD DRAWING SW3. w _ EXISTING SSCO #A-2 O N: 687007.88, E: 2457845.99 "r 1 STA: 1+53.08 OFFSET: 0.00' E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER : 686382_85, E: 2457842.92 — _ — — _ — — — - SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 4. EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR fN — — — — — — — — TO INSTALLATION. SERVICE LENGTH AND INVERT ARE SSMH #A-3 (48-INCH) BASED ON STUB LOCATION. STATIONING TAKEN FROM ® cl� _ STA: 4+99.99 OFFSET: 0.00' CENTERLINE OF SEWER ALIGNMENT. N: 686729.77, E: 2457844.63 C F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 1+00 2+00 3+00 4+00 S. APEX AVE. 5+00 6+00, 7+00 �I SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY a"s $"s a"s °D a"s 8"S 8"S 8"$ 18"S 8"S 8"S Ei"S 'S 8"S 8" I SEWER MAIN AND SHALL BE 4" DIAMETER. a 0 180* I G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, a"wa"w- a"w w " a"rod a"w w a" a" a"w a"w 8"w a"w 8'w a"w 8"w 8"w w 8"w a"w CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND EXISTING SSMH #A-1 (60-INCH) � C 3 SEWER, OR RECYCYLED WATER MAIN EASEMENT. STA: 1+00.00 OFFSET: 0.00' N: 686329.78, E: 2457842.66 — � � C4 rn rn rn rn rn 0) rn rn rn rn 0) I ® 12"sD i KEYNOTES 0o r')LO O00 O00 OM O� O� O0) O� 00 O0 O0 O0 MO co rn Ln 0) M 0 00 0 Lo 0 0 co I a n n n � LO (.010 o") ' 00 N co 0 00 N(6 co 6 O Ln r 1 I m 0 UTILITY MAIN MAIN CROSSING Z r) r� M M n r7 r7 r7 to. rn. r7. r7. M. +�o +r'o +�o +�o +�o +�o +�o +�o +� 0 +� 0 +� o +r- o +r- o 'n 1 `n s N N N N N N N M N M N It N C N N �N �N O N o N m MAINTAIN VERTICAL AND HORIZONTAL O 0 0 0 0 0 0 0 0 0 0 0 0 o O K: m co Lo Lo m o o co co co co co co Lo 0 m x POTABLE/NON-POTABLE MAIN LINE SEPARATION N 1�2 Q� a� a� Q� Q� Q� Q� a� a� a� a� a� Q� z _ z z z z z z z z z z z z z Z -� o PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER U) J U) J V) J N— J v) J N— J (n— J U)— J co J (!)— J Cn— J (n— J U) J LU L w Z c' z NOTE 2 SHEET C1.1 FOR ADDITIONAL w rn U w C w — I INFORMATION. s 13 12 11 10 O O O O O O O O 1O ,z `L' p UTILITY MAIN/SERVICE CROSSING m: — — — — _ _ — — — — ^ BLOCK 6 MAINTAIN VERTICAL AND HORIZONTAL a � POTABLE/NON-POTABLE MAIN/SERVICE OR s `U \ � ® SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER ALIGNMENT ��A�� PLAN AND PROFILE MAIN PER CITY OF MERIDIAN REQUIREMENTS. 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN 0z STANDARD DRAWING S1. 0 50 100 150 0 5 10 15 3. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' WIDE. 2755 2755 N � (n O � O 2750 1 0 Co 2750 lL N O po N Z Up �^ J06ON O I Zo ao Q�N O .. ^3 010� 00 N +� D z �0 N � OrNO N 0o (nzv= Ln 0) UQ� > z W 2745 Qo - °° o v �'rnoN U)c~nFhz J N o N 2745 z L� 00 00 Q 0)p I� 2 0 W cO N Ln Q 9o. + Z 0 4 't Lo 00 � 2't N — 0 _ O J No� oioi06 0 00 7 ��: > > — () O c�o� 000 No� 04 U) > zCL M � M FINISHED GROUND / = z Z +� ZZZ �;� N 2740 Q Q w Z ��N - - - O CO + S 0 Q 2740 xQ » > > ,Z +� 0 — wcnwZZZ Z H�NO �Q:� > — — EXISTING GROUND J/ o z > J Q O Q 2735 00 2735 LLJ Q DC _ 0 1' of g„ pVC 1.51% L J z N 8 W 2 °C z 2730 N 2730 0 w (7 z LuQ x Ln LJ a- 2725 2725 Q bc a g�o x Ci x QJ N N l z O{2720 6. 8 2720 0 Z D 0 z O 2715 2715 U D o Q N 2710 2710 a z w O Z \-53 1' of 8" PVC @ 4.99% 1(m (,Y E N G I N E E R I N G Or- EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY O FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO83713 2705 2705 PHONE(208)639-6939 LL 3 kmengllp.com N M (.0 o (.0 (.0 (.0 00 0) O O r O M O N 0O c00 n r- o n O � rn r- N7 DESIGN BY: LCK Uj I- nI� 00 00 006 OO 0) 0O N No o ti p� r� p� r7 r� p� � N n n n n DRAWN BY: LCK z 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 g CHECKED BY: LCK O o DATE: MAY 2021 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 PROJECT: 21-023 0 SHEET NO. Q s U M N O a-I C SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fNc� s ® NOTES. �o� \,\CENS f10 �Y 6"Pi 6"Pi 6"Pi 6"Pi 6"Pi "Pi 6" 1 6"P 6"Pi 6"Pi 6"Pi 6"Pi— -6"Pi B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. w BLOCK 5 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY C. s OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE `nj 5/14/21 �o 13 12 11 10 O9 O8 O7 O6 O5 O4 O3 O2 O1 SD ISPWC.5 INSTALL MANHOLE COVER AND FRAME PER ISPWC '9�yCPF OF �N C. KEN _ OO N N N N N N r N N N N N co °° D. INSTALL STANDARD SERVICE MARKERS PER CITY OF � �O _O O � �� 00 Cn M N s °' °' °o N �'n °' �' r r I MERIDIAN STANDARD DRAWING SW3. n o o 0 0 0 0 0 0 0 o a0 rnui c0 �(0 co U)r rnr- n00 �00 of ,n0 +r- LO r-+'•'' +'"� +' +' +' +r- +' +r- +' +r- +``' + E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER w N N N N N N N N N N N N N ® � 00 6" SERVICE SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY > > �> �> > > �> �> �> > �> > > EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR s � N z J N z N z N z N z J N z J N z J N z J �z N z N z N z N z ,0 STA: 7+15.10 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE °° 2 — — 2 2 INV: 2736.29 BASED ON STUB LOCATION. STATIONING TAKEN FROM — , L: 69.8' CENTERLINE OF SEWER ALIGNMENT. - - — — — — - - - - - I — — — — - - - - - — — — — — a PI a PI -- ® — — — — — L=;� --- - i-- i g F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM -T 1+0000 2+00 3+00 4+00 5+00 6+00 tA 1a1 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY EXISTING SSMH B-1 (60-INCH) $"s 8"S 8"S 8"$ "S "S 8"S 8'IS " 8"S SEWER MAIN AND SHALL BE 4" DIAMETER. a ` STA: 1+00.00 OFFSET: 0.00' S. HOPE AVE. 7+00 SSMH #B-4 (48-INCH) N: 686328.24, E: 2458143.16 " 80. STA: 7+15.10 OFFSET: 0.00' G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, a'w w a' w a' a"w a"w s' s'w a' a"w a"w ji, a"w a w N: 686943.33, E: 2458146.18 CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP w+ rn rn rn rn rn rn rn ca rn rn In. In. I ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. — — — T — — T — — — T — — — 011 1 EXISTING SSCO #B-2 _ l STA: 1+52.56 OFFSET: 0.00' N: 686380.80, E: 2458143.42 N N N N N N N N N N N co 00 N �"� � �11) �� N �� Cn 00 00 Cn �O pry 0 I® 12"S D �� 0 O� �� N �� NO , O �4 O� 0Ln Co LO N(0 O6 't1" 001" N0 Co O� 0o �� KEYNOTES # Ln +I�Lo +min +I-in +Il-in +I�0 +Il- Un + Un +r- Lo +r- LO +r- LO +r- Lf) +r- 0 +r- Ln 1 N N N N N N N N ro N N N N u N U N O N O N N � 1 I O UTILITY MAIN/MAIN CROSSING z V) LO n n 0 0 0 d) 0 0 0 0 OD s Q Q> Q> Q> Q> Q> Q> Q> Q> a> a> Q> Q> Q> Q I MAINTAIN VERTICAL AND HORIZONTAL O Z �z �z �z �z �z �z �z �z �z �z �z �z �z � � 1 w cn_ cn_ -; cn_ cn_ cn_ N_ -; cn_ � cn_ � cn_ � N_ -; cn_ cn_ cn_ z 166 I POTABLE/NON-POTABLE MAIN LINE SEPARATION cn N P PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER w 13 12 11 10 O9 O8 O7 O6 O5 O4 O3 O O Lu — I NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu co s = � I INFORMATION. a : — — — BLOCK 4 SSMH #B-3 (48-INCH) Lu uj — — — — — — STA: 5+00.00 OFFSET: 0.00' p UTILITY MAIN/SERVICE CROSSING N: 686728.23, E: 2458145.12 MAINTAIN VERTICAL AND HORIZONTAL — — — — — — — — — — ® I POTABLE/NON-POTABLE MAIN/SERVICE OR —$"w 8"w�$"w s w O SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN PER CITY OF MERIDIAN REQUIREMENTS. ALIGNMENT " 6" PLAN AND PROFILE ° 2. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING z SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND 0 50 100 150 0 5 10 15 SECTION 8200 OF THE ACHD STORM WATER GUIDELINES DETAIL 7, OPTION 2. Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2755 2755 U O Z `� O 00 2750 I 2750 .. 0 0 o Z o00 00 Z mu- 00 ro �0� N �O M 00 m0� � N J O � N + N 00 ujZ NO j�O0N I� 21�NZ 0 C; ' ^ O v� 0o m0 00 mONN U) > > z v , 2745 mu- Co-00 �_Ou- =004 - 0 """� Z Z 2745 z zJ =O Co — rn U co to > > No� � � Co NLn co co z — LL N 0* r- o- N z LO FINISHED GROUND _ — — — — — — (� Or_ Z + F-±N O O ±NZZ 0 �'Q� > > Z » > w�� Z - - - — 2740 Q w Q 2740 wNEZZ Z _ - - - - - - — — — — — — EXISTING GROUND F m — z - - - - Lu Q Ln z > J � a O � 2735 - 2735 LnC) DC m o � N of Pvc 2z Ll.l �_ w iv 215.1 F— G z 2730 2730 0 Lu �7 z LuQ x Ln LJ a- 2725 2725 Q a G X P� N Q m O\ IJ z 2720 to k 2720 0 a E D z O 2715 2715 a U D o Ln N 2710 2710 z O Z 5 .6' of 8" PVC @ 4.98% 1(m Y E N G I N E E R I N G EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY O FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 2705 2705 PHONE(208)639-6939 LL kmengllp.com v r� cD O N V) r- � O N ^ r- M N 00 00 N Co00 00 ao ofO n o U DESIGN BY: LCK W o O N N M Y 4^ ^ ^ 04 C4 N n C4 ^ r ^ ^ ^ DRAWN BY: LCK z 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 O o DATE: MAY 2021 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 PROJECT: 21-023 g SHEET NO. Q s v 5. 0 p a 4"PI 4"PI 4"PI 4"PI 4" I 'I 4 M 4"PI 4"F 4"PI ; - - - - - - - - - - - - — � SHEET NOTES BLOCK 3 A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER SS�ON N fNc� s 13 12 11 10 O9 O8 O7 O O5 O4 O3 (D (DI cn / NOTES. p�� \�ESf y o z // B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. N N N N N N N N N N N r- O O M N N u) Lf) Z N w 6860 z Co" N 00 It 0) 't N No 00 c0 U C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY � ^ w � ^� 0 � ( � I N s5/14/21 EO 't O 00 �u�o� O co OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE 0 +r N N `� NLn N n ro n `n n r' d t' �' 'n v / ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC "9 TF �p �, N 4 4 N 4 N N N N 4 N 4 N 4 N 4 N 4 N N I I / SD-507. �,S,C Of �CCi W Q> �z �z �z �z �z z �z �z �z �z �z �z �Z I- C. K cli U>_ U)_ U)_ cn_ cn_ cn_ cn_ cn_ cn_ N_ cn_ � N_ _j U)_ � I Y / D. INSTALL STANDARD SERVICE MARKERS PER CITY OF 4 — — 4 I / / MERIDIAN STANDARD DRAWING SW3. - / E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SSMH #C-4 (60—INCH)171 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 7+07.60 OFFSET: 0.00' EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR 1+00� 2+00 3+00 4+00 5+00- 6+00 7+00 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE $..S $,. � I $.,S $,.S $..S ,.SI $" � N: 686934.31, E: 2458442.14 BASED ON STUB LOCATION. STATIONING TAKEN FROM S. ASPIRATION AVE. I �/ / CENTERLINE OF SEWER ALIGNMENT. EXISTING SSMH #C-1 (60—INCH) '" 8"w 8"w 8"w : &U s°w a w a w e°w e°w a w a w w I a„w tw / STA: 1+00.00 OFFSET: 0.00' / // F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM N: 686326.72, E: 2458439.15 ® SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY / `) / SEWER MAIN AND SHALL BE 4" DIAMETER. <- - - - - - �r — — pr - - �I— — - - - - -P� - - - - �I- - - - - �I- - - - - � - - � - - pT - - Q 'PI 6"P 6"PI 1 "P / / p bEXISTING SSCO #C-2' I / G. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, SSMH +07. (60—INCH) STA: 1+53.06 OFFSET: 0.00' STA: 3+07.60 OFFSET: 0.00' I / CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP N: 686379.78, E: 2458439.41 � 5 / ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND N: 686534.32, E: 2458440.17 �� SEWER, OR RECYCYLED WATER MAIN EASEMENT. w � s ems, // I +/� ® �, / -00 KEYNOTES 60 N F.�`s o `� I I °° / O UTILITY MAIN/MAIN CROSSING z I I / MAINTAIN VERTICAL AND HORIZONTAL O z00 // POTABLE/NON—POTABLE MAIN LINE SEPARATIONLu cn 2 N / PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER / NOTE 2 SHEET C1.1 FOR ADDITIONAL Lu O / I / INFORMATION. Lu w UTILITY MAIN/SERV CROSSING 3 © MAINTAIN VERTICALI AND HORIZONTAL o: POTABLE/NON—POTABLE MAIN/SERVICE OR / / o SERVICE/SERVICE LINE SEPARATION PER CITY OF / �SSCO #C-5•/ I rn L TI MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 / I — SHEET C1.1 FOR ADDITIONAL INFORMATION. / STA: 9+06.07 OFFSET: 0.00' / N: 686933.29, E: 2458640.60 I I 1. REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER ALIGNMENT �� C�� PLAN AND PROFILE 54' CITY OF MERIDIAN MAIN PER CITY OF MERIDIAN REQUIREMENTS. UTILTY EASEMENT z 2. INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWING S1. 0 50 100 150 0 5 10 15 3. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' WIDE. r. N 4. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING 2755 v 2755 SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND z 0 SECTION 8200 OF THE ACHD STORM WATER GUIDELINES T o 00 DETAIL 7, OPTION 2. o,1 00 0 0 100 O 7 0 5. INSTALL 8" PVC SEWER MAIN AND 115 LF OF 16" STEEL 0 0 �i N o CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST 0 I o N 0 0 EDITION, AND CITY OF MERIDIAN REQUIREMENTS. 2' MIN. = U 0 Op I� N O U N + `� ,� N VERTICAL SEPARATION. 2750 z o z`- =i.N z o �'O°' i. 2750 0 z0 ' °° U) > Uoco ? 0� v 0L` 0 z z +� O N 0 �vv o cO 00) o 0 LO o FINISHED GROUND > O U 00 00 0 N 00 0 "1 coo Mo NN r- EXISTING GROUND N N Z //� L� It Q .. Ur-N � N _ — — — z v , 2745 :0 LOPO � 0) 00 � +r, Z - - - - - - - - - - - - - V)0coQ� pp 010 N 2MN — 0 _ _ 2745 z a J U) OO � � N U)�� V) > I O J O 0OtNNN H N�� N (nN0_ Z Z _ _ - 0 0cL wccoFZ Z Z Z X m > — W U)FE Z _ _ _ — > z 0 2740 _ _ - - - - 2740 m 0 L, Q z ' 3: `a' LU Q N (� c/) z > _3N Q CD 0 2735 N 2735 w p v N z = Lu w F- 2 w z 2730 2730 0 z L, Q x Ll, � 2725 E5 2725 Q a N 400.0' of " PVC ® 0.40 _ N z 2720 2720 0 E 198.5 of 8" PVC @ 0.40% G 0 0{ P z 0 Z 2715 15� 2715 a U D o Q N 2710 2710 z Z 5 .1' of 8" PVC 4.83% 1(m Y U E N G I N E E R I N G EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 5725 NORTH DISCOVERY WAY O FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO 83713 2705 2705 PHONE(208)639-6939 LL kmengllp.com co rn M M 0 00 N No (o O 00 Ln 00 O 0) (.0 — 0 co N a0 M rn C) N 00 00 00 00 00 DESIGN BY: LCK W0) M O O � � K) O 't a0 Ln (6 (6 r- N r, N r C4r, r- ^ 04 C DRAWN BY: LCK z N N N N N � N � N � N ^ N ^ N N ^ N ^ N ^ N ^ N ^ N N N N N N N N N N N N N N N N N N CHECKED BY: LCK 0 o DATE: MAY 2021 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 8+50 9+00 9+50 PROJECT: 21-023 g SHEET NO. Q s v 0 C5.20 a SHEET NOTES \ \ A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SS\�NENS fNG�y I 1- 2" BLOW-OFF ASSEMBLY FOR 6 \ \C FD FUTURE WATER MAIN EXTENSION O \\ \� \\ 0 40 80 120 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL F N: 686961.13, E: 2457796.27 CHANGES OF DIRECTION PER CITY OF MERIDIAN I 6 \\\ c \ \\\ Plan Scale: 1" =40' REQUIREMENTS. � 6860 1- 2" BLOW-OFF ASSEMBLY FOR O c C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN s 5124121 0 9 v FUTURE WATER MAIN EXTENSION \ \ \\ O6 STANDARD DRAWING SW3. 0f 1- 2" BLOW-OFF ASSEMBLY FOR N: 687007.80, E: 2457862.99 1-8" TEE 1-8" TEE \ FUTURE WATER MAIN EXTENSION 'S'� 2-8" GATE VALVE \ D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF \ a 37' CITY OF MERIDIAN 2-8" GATE VALVE c N: 686967.28, E: 2458643.39 N C. K o z N: 686960.74, E: 2458163.26 N: 686959.25, E: 2458453.26 - \ COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' z UTILITY EASEMENT -I -LUw 1-8" CROSS �1-FIRE HYDRANT ASSEMBLY - - - - - - - �1-FIRE HYDRANT ASSEMBLY - �� - - - 1 - - - OF COVER. LD 3-8" GATE VALVE 1-8" X 8" X 6" TEE _ - - - - - - - 1-8" X 8" X 6" TEE \ c \ F I E. INSTALL WATER VALVE BOX AND LID PER CITY OF o I ; I N: 686962.28, E: 2457863.25 1-6" GATE VALVE r , 1-6" GATE VALVE \ \ \ 30 LF 8" PVC I I MERIDIAN STANDARD DRAWING W1 1. ,R � ,RAI I 15 LF 6" PVC 9 I 1 15 LF 6" PVC \ � � �] [��] 18"sD N: 686961.13, E: 2458087.96 [� �] 18"SD N: 686959.64, E: 2458377.96 \ I F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, o I _00 \ 25 LF 8" PVC ® _ - - - - - CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP 00 _ 10 ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND N a 3 c I SEWER, OR RECYCYLED WATER MAIN EASEMENT. Ld 65 LF 8" PVC i o 225 LF 8" PVC 75 LF 8" PVC o 215 LF 8" PVC 75 LF 8" PVC i 140 LF 8" PVC I I o00 0 N I � - � - - \4 - I " w� CIVIL ACRONYMS 7 � E. CRESCENDO ST. � c \ � s e"s \ s"s s"s s"s 8"s \ 8"s 7 STA: - ROAD STATION 0o - c 1 D MJ - MECHANICAL JOINT 00 > a c�00 \ - J FLG - FLANGE co � ' N: - NORTHING r _®_ _ _ _ _ - ®- E: - EASTINN � - - - - - - - - - - -p1 N o0 L - STATION OFFSET LEFT 6"PI � PI PI PI � -Pi PI PI I 00 PI - - Pi - - F - � PI7 - 7__ Pi - - PI - - PI ,R � R - STATION OFFSET RIGHT J J ( ro J 6"PI 6"PI 6"PI 6'PI 6 PI 00 o !� o I I o il \ �� n, 111-8" 22.5° ELBOW cn REFER TO SHEET C6.1 FOR WILLIAMS N: 686967.43, E: 2458613.81 z � I I KEYNOTES ® O O5 1-FIRE HYDRANT ASSEMBLY I s s PIPELINE CROSSING PROFILE. \ 1-8" X 8" X 6" TEE I S cc co \ 1-8" 22.5° ELBOW N 1-6" GATE VALVE I I I \ \ \686958.54, E: 2458592.05 O UTILITY MAIN/MAIN CROSSING w 15 LF 6" PVC 1 1 I 60 I 1 1 I I \ \ MAINTAIN VERTICAL AND HORIZONTAL N: 686856.78, E: 2457862.75 w 1 \ \ POTABLE/NON-POTABLE MAIN LINE SEPARATION w " \ \ \ PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER a I I 1-FIRE HYDRANT ASSEMBLY O5 _ I \c \\ INFORMATION.E2ET C1.1 FOR ADDITIONAL n ( I 1-8" X 8" X 6" TEE 1 I 1-FIRE HYDRANT ASSEMBLY 5O \ \ \ OO2 I s � s 1-6" GATE VALVE O 2 s 1-8" X 8" X 6" TEE \ \ 2 2 10 LF 6" PVC _ 1-6" GATE VALVE \ \ I 1 2 2 I 1� 10 LF 6" PVC \ � \ © UTILITY MAIN/SERVICE CROSSING - w N: 686855.24, E: 2458162.74 - w I N: 686853.76, E: 2458452.74 \\ \ MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR \ c SERVICE/SERVICE LINE SEPARATION PER CITY OF 00 I I I I a \\ \ SHEETMERID C1.1 FOR REQUIREMENTS.DDI ADDITI WATER ONAL FORMATIONS 3 O O S I O O3 I S - I \ � � z I s 1 � ��, \ \ 1. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" n a I I I I �,�; \ METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN 1_ Q�Q \\ STANDARD DRAWINGS W1, W2, AND W6 co I 00 �G' �� \ 2. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" 00 'ccMETERS AND 3/4" METER SETTERS PER CITY OF 71 O:00 O s �-s �� \\ \ MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. 2 2 I � 1 2 4 4 2 I s 1� \\ 4 3. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE w \ AND NON-POTABLE MAINS. w I \ s - I s I I I \ 4. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE I I _ I ? la \\ WATER MAINS AND SEEPAGE BEDS. 0 O O I s s O O s > I 5. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD oo N a_ DRAWINGS W8 AND W9. 00 I ° I _ I la 6. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN _j coJ I STANDARD DRAWINGS DETAIL W12. N C° � I I I 7. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM O M� s o� I I M I CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN (/') co O O ° O O s 1� STANDARD DRAWING G2. WIDTH PER PLAN, MINIMUM 14' z 2 _ 2 i w i 2 It a 2 i 1 WIDE. z z 8. INSTALL WATER SERVICE SLEEVE PER ACHD STORMWATER - w I Q J Lu °' } n „� _ DESIGN GUIDELINES DETAIL 07 - SEEPAGE BED SEWER & _ > BLOCK 6 BLOCK 5 I 3 I BLOCK 4 "' BLOCK 3 I 60 > la WATER SERVICE CONFLICT, AND CITY OF MERIDIAN Ln Q Q 1 J a I z 1 REQUIREMENTS. \ O U) Q O m O I s c LL. S. O � O s I 9. INSTALL 2" SINGLE METERED WATER CONNECTION PER / = z 00 cc > w I 00 I Q- I- CITY OF MERIDIAN REQUIREMENTS. CONTRACTOR SHALL 0 Q L u Q a I � 1 VERIFY SIZE AND LOCATION WITH DEVELOPER AND m Q C 3 I uj O 1 I Q 1 ENGINEER PRIOR TO INSTALLATION. - c O = I I N I 10. INSTALL 8" PVC WATER MAIN AND 115 LF OF 16" STEEL (Ln z \> s uj vi CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST / O O I s O O s I EDITION, AND CITY OF MERIDIAN REQUIREMENTS. SEE I-" Q 0 2 2 I I 2 2 I a0 I PROFILE ON SHEET C6.1. un w w I Lu 0CL N N 2 la DC co I I I I = W - � O S S 1 O � O IS a I 3 a Lu co I � I Q co _ I 00 I I 1 O5 1-FIRE HYDRANT ASSEMBLY 00 X 1-8" X 8" X 6" TEE 10 a 10 s I la L Lj 1-6" GATE VALVE O I c0 s 10 ® 10 s m I a- 15 LF 6" PVC 2 2 I � 1 2 2 I 1 Q N: 686496.78, E: 2457860.98 w - w I_ V, " la X I °' 1 1 I 1-FIRE HYDRANT ASSEMBLY O5 I I 1-FIRE HYDRANT ASSEMBLY O5 N I I 11 r 11 I _ s 1-8" X 8" X 6" TEE 1 11 s 1-8" X 8" X 6" TEE 1 I 4 I I I I j� H 1-6" GATE VALVE 11 a 1-6" GATE VALVE I ®� I a l I 11 4 I VC 10 LF 6" PVC ® I I I NO 686493P77, E: 2458450.97 a v 1 eo I N: 686495.24, E: 2458160.98 I a l II V) 00- co oo > i®li °° I I Iu co I I I I 1 lip � I� �Ico ) J 12 12 1 I 12 I I 12 1 11 I z w I i I V) tf, 2 2 1 2 I 1 2 I l i 00 4 1 0 I� I I a I ra 00 00 00 o I I i I IA s I li;l I I � 1 $ I ; I DC I I s � 1 � I 1 i 1 2"SD I I I w I I L EP q I ap RR 6"PI PI "PI 6"PI 6"PI -6"PI RR a 8"PI 8"PI® 55 4" 1 4"PI- 4"PI 4"PI RR a 4"PI 4"PI Z U 00 3 _ REMOVE 2" BLOWOFF ASSEMBLY co REMOVE 2" BLOWOFF ASSEMBLY REMOVE 2" BLOWOFF ASSEMBLY E N GIN E E R I N G AND CONNECT TO EXISTING 8" WATER MAIN co AND CONNECT TO EXISTING 8" WATER MAIN 5725 NORTH DISCOVERY WAY r a AND CONNECT TO EXISTING 8" WATER MAIN BOISE,IDAHO 83713 Q INSTALL 1-8" COUPLING 3 " INSTALL 1-8" COUPLING INSTALL 1-8" COUPLING N PHONE(208)639-6939 LL s"w s"w s"w s"w N: 686379.72, E: 2458450.41 kmengllp.com Q s"w a"w a"w "w � � s"w s"w s'w a ry- s N: 686382.76, E: 2457860.42 N: 686380.71, E: 2458160.42 E. PHENOMENAL ST. 18"S Ts i 18"s S 18"S 18" 1 "S 18"S 18"S 8"S 18"S 18" 18' S 18"S "S 18"S 18" 18"S 18"S 18"S 18"S 18"S s 8"S 8" 8" 8"S 8"S 8"S 8"S 8"S 8"S 8' DESIGN BY: LCK W m o 300 3 DRAWN BY: LCK z ® 7/ 38f CHECKED BY: LCK ON (n co Ul (n (n co (n (n N N (n 0 1..� o 00 N ® DATE: MAY 2021 p PROJECT: 21-023 coIRR z _ 18"PI 18"PI 18"PI 18"PI 18"PI 18"PI 18"PI�- I SHEET NO. 0 ® APEX NORTHWEST co I I " SUBDIVISION No. 1 1 i S C6'0 o " I a 3 � z SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. F`�SS\oNENS 1409 B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTION PER CITY OF MERIDIAN 6860 REQUIREMENTS. C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN J'j 5/14/21 �o STANDARD DRAWING SW3. 7CO- OF D. 12" WATER MAINS SHALL HAVE A MINIMUM OF 5' OF y��/�/ C. Y, COVER. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF COVER. E. INSTALL WATER VALVE BOX AND LID PER CITY OF MERIDIAN STANDARD DRAWING W11. F. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. Lu 0 Z O uj > uj Lu aC - 2770 2770 2760 2760 75' WILLIAMS PIPELINE EASEMENT I z 0 STA.=1+53.69 I I STA.=2+68.54 2750 FINISHED GROUND I I 2750 SEE SHEET C6.0 EXISTING GROUND I 1-8" 45' ELBOW FOR CONTINUATION - - - -- - - - - - - < - - - - - - - - - - - - - I " Q I 2740 2% I 0 N I 2740 1-8" 45' ELBOW I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE SHEET C6.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I z I FOR CONTINUATION 2730 1-8" 45' ELBOW ZI INSTALL 8" PVC WATER MAIN AND 115 LF OF 16" STEEL o I <1-8" 45' ELBOW (V CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST 2730 LLI EDITION, AND CITY OF MERIDIAN REQUIREMENTS. J OILL 0 i z v' o z z : EXISTING GROUND CENTERLINE OF WATER PIPE ALIGNMENT I z Q 2720 I "C-4 FINISH GROUND CENTERLINE OF WATER PIPE ALIGNMENT I 2720 O z V) o Ln _ OR (2 O N O r- r- O O O N O (n N O r- N N 00 (0 N n O 2� LO (D LO It O O 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 Q 2 U W w 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 > Q Q o W 0 w � � z 2 w — w WILLIAMS PIPELINE - WATER CROSSING PROFILE w o F-- Ln 0 10 20 30 0 10 20 30 z Q 2 Horizontal Profile Scale: 1" = 10' Profile Vertical Scale: 1" = 10' Q Lu J Q z N o_ N M U a U D tam N O a z J o Y U E N G I N E E R I N G 5725 NORTH DISCOVERY WAY o BOISE,IDAHO 83713 o PHONE(208)639-6939 L.L kmengllp.com Q DESIGN BY: LCK Uj N DRAWN BY: LCK / g CHECKED BY: LCK o o DATE: MAY 2021 u PROJECT: 21-023 r g SHEET NO. Q s N O c-1 i S SHEET NOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. �C�ss\ONENS 00/ 0 40 80 120 B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. Plan Scale: 1" =40' C. GATE VALVES AND SLEEVES ARE REQUIRED AT ALL ROAD 6860 CROSSINGS. p 5124121 0 D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS '9 Of 1-14" GATE VALVE 1-14" 90° ELBOW \ O \ THE LARGEST DIAMETER PIPE COMING INTO THE FITTING C`� 1-14" BLIND FLANGE 1-14" GATE VALVE \ \ OR VALVE. y��/�/ C. K\N� N: 686992.00, E: 2457820.41 N: 686991.60, E: 2457898.43 \ \ -I - - - - - - - - - - - - - - - - - - - - - - - - - \ _ - - - E - _ _ -- - _ E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 0 0 18"s \ I CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING I 0 LF 14 PVC C \ ® SD-403. 00 I J G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 \ \ 1 PVC OR APPROVED EQUAL. I H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER 8 w 8 8 s w s w s w s w 8 w 8 w 8 w 8 w� 8 w s"w 8"w 8"w 8"w 8"w 8"w 8"w s"w �8"w s"w 8"w 8 w I THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS a ° 0 1-14" GATE VALVE \ \ \ 1 N: 686909.15, E: 2457986.39 n 1-14" TEE I WITH PROJECT ENGINEER DURING CONSTRUCTION. 1-14" GATE VALVE E. CRESCENDO ST. 1-14" GATE VALVE 1-14" 45° ELBOW C \\ I I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE � 1-14" TEE N: 686908.47, E: 24581 18.61 N: 686907.01, E: 2458403.27 0 1-14" GATE VALVE � 1-14" X 4" REDUCER \ I REFER TO SHEET C7.2 FOR WILLIAMS OWNED, MAINTAINED, AND OPERATED BY THE HOA. I 1-14" X 6" REDUCER 1-14" GATE VALVE �-s"s s"s 8"s s"s 8"s 8"s 1-4" 45° ELBOW T- PIPELINE CROSSING PROFILE. y 1 1 N: 686908.12, E: 2458186.41 N: 686907.44, E: 2458320.13 \ \ - " KEYNOTES 1-6" 45° ELBOW 1 1 J ao ® - - - N: 686908.93, E: 2458030.13 \ � 6.. - - - - 14.-PI- � - - - -14..P� - - - _7 Z _®_ 0 UTILITY MAIN/MAIN CROSSING irP - 14"PI - - - - - - - -14"PI - - - - - - - - » C MAINTAIN VERTICAL AND HORIZONTAL 85 LF 6" PV 90 LF 14" PVC 90 LF 14" PVC 7 L� 14 VC ( 90 LF 14" PVC 85 LF 14" PVC 6"P 6"QL 6" POTABLE/NON-POTABLE MAIN LINE SEPARATION �, LF 14" 1 I \ \ I 1-6" GATE VALVE PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER N 45 LF 14" PVC 15 LF 6" PVC I I I `I 3 O O 1-14" GATE VALVE 15 LF 4" PVC I I 4 �\ � \ 1-6" BLIND FLANGE NOTE 2 SHEET C1.1 FOR ADDITIONAL ZO s I N: 686907.66, E: 2458276.38 O s I \\ c 2 \\ N: 686902.26, E: 2458646.98 INFORMATION. N 1-6" GATE VALVE 1 s c 1-6" BLIND FLANGE 1-14" TEE I I O 45 LF 14" PVC 5 LF 14" PVC I 1-16" TEE \ Lu 1-14" GATE VALVE 1-6" 45° ELBOW \ © UTILITY MAIN/SERVICE CROSSING - N: 686910.05, E: 2457811.51 N: 686898.18, E: 2458020.45 I I 1-4" 45° ELBOW 1-14" 45° ELBOW I �a 2-16" 45° ELBOW c \ MAINTAIN VERTICAL AND HORIZONTAL 1-14" X 6" REDUCER w N: 686896.70, E: 2458310.45 1-14" GATE VALVE w I� 1-16" X 14" REDUCER \ \\ POTABLE/NON-POTABLE MAIN/SERVICE OR 1-6" GATE VALVE a I I a N: 686903.49, E: 2458406.75 1 1-14" GATE VALVE N: 686909.60, E: 2457898.01 io I \ \ \ SERVICE/SERVICE LINE SEPARATION PER CITY OF 1-16" X 6" REDUCER \ \ MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 I I i N: 686903.13, E: 2458477.89 \ \ c \ SHEET C1.1 FOR ADDITIONAL INFORMATION. 10 O O I S � S3 O O S 3 \ \ \\ c `\ 1. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. vv w I w o I \\ \ \\ 2. INSTALL 6" PVC WATER MAIN AND 115 LF OF 12" STEEL la CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST °0 a � 3 3 fD `\ c \\ EDITION, AND CITY OF MERIDIAN REQUIREMENTS. SEE °' I c I a 1 � I� \ \ \ PROFILE ON SHEET C7.2. s I o O 5 1 O I s O 5 3. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. z 5 10 V) I 5 I I \Q�v `\ \c 4. INSTALL ARV PER DETAIL, SHEET C7.1. 00 0' °' I_ �� \� `\ \ \ 5. INSTALL 2" SERVICE PER DETAIL, SHEET C7.1. 1 I I cc � I I I \ \ w 1 s I s I I w ro 1 O i s s O O s 1 � � I °° � � \\ N Q 1 co I co _Cn1 co 1 `� O O O S A S 1 � I JULz a 3 I z W 1 W I a w m O T c I U U 1 Q BLOCK 6 BLOCK 5 I i BLOCK 4 Q BLOCK 3 i °' Q I Lu (/� O > I Q �° s � � O O I s O O s o� I � > = o U) Q co J �D 10 uj coI ac I J Q � a L � m 0 100 O O O 1 Nco ITLu 0 IT Q z 1 s s IS -co 8 O S I I 1 °° I � - O w I w I W - �, oo � � I �C FL I � 1 a I la 00 � W Q O � O I� _ 9 9 S 5 3 O I S-oo I� DC DC 00 O DC °0 co s z - I 1 I 1 I Lu 10 1 10 s 3 I 10 1 a 10 s � is LLu 5 O I Q s O 0 o N 5 I I 5 " w I Q Lu w � o F 00 3 I C0 I I ao E I 11 f 1 11 I I®i�_ s 11 f _1 11 s ®� I a l I II �'I I I a l I III I � I I � ro I I®�I� � I� � o I I i i� 12 i i 12 I I4_1 Sr_ 12 i i I II co 3 I I N I00 �� I I a l I, �I, I_ 1-16" 45' ELBOW U 1 j I 1-6" 45° ELBOW I I/ w w a N: 686371.24, E: 2458473.37 \ I I I I I N: 686374.20, E: 2458017.88 I I I I I I 1-4" 45' ELBOW I 1='' I� D III 3 I I 13 I 1 i li I I I N: 686372.71, E: 2458307.88 1 I I� 5 LF 16" PVC sn 3 13 I I I 3 Y 12"SD ® 13 I 10 LF 6 PVC I I s 13 I 10 LF 4" PVC O I z I I I CONNECT TO EXISTING I� ® CONNECT TO EXISTING ® I CONNECT TO EXISTING z 6" GATE VALVE N: 686366.03, E: 2458025.96 L� 4" GATE VALVE 16" GATE VALVE 1 N: 686364.55, E: 2458315.96 ��N: 686368.22, E: 2458476.36 O EP q wn / � "PI "PI -ZN 6"PI 6"PI 6"PI 8"PI 8"PI 4"" 4"PI 4"PI 4"PI -4"PI -4"PI- E N G I N E E R I N G \./ z o oo ® � (n �/ aD 00 5725 NORTH DISCOVERY WAY LJ� BOISE,IDAHO 83713 O r a PHONE(208)639-6939 LL 8"W 8 8"W 8"W 8"W 8"W 8"W 8"W 8"W "W w " wa 8"W 8"W 8"W s w w s w 8 w 8 w 8 w 8"w OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM kmengllp.com E. PHENOMENAL ST. 0 0 1s"s L,g I 18"s 18"s 111 , "s 18, 18"s 8"s 18"s ,s" ,8' ,8"s "s ,s"s ,s" 18"s 18"s 18"s 18"s 18"s 8"s s" 8" 8"s 8"s 8"< SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. DESIGN BY: LCK LJJ N DRAWN BY: LCK / ® IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA Q 1 n n V) N N N N N N N 00 38f CHECKED BY: LCK N ® IRRIGATION DISTRICT. DATE: MAY2o21 3 1 ro3 18"PI 18"PI0 OD 18"PI 18"PI PROJECT: 21-023 Z IRRIGATION SECONDARY SOURCE: FUTURE GROUNDWATER WELL. SHEET NO.10 Q ® APEX NORTHWEST I I C7 SUBDIVISION No. 1 I I S '0 a 00 NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN SS�ONAL £H0� THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE STANDARD MANHOLE pF`` ��CENSF ADEQUATE VENTING. NOTE: LOOP TRACER WIRE FROM MAIN FRAME AND COVER Q� LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS LINE PIPE TO SERVICE BOX AND BACK OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. ALONG SERVICE LINE PIPE. 860 J� 5/24 21 o Q OF �NS 2"0 FORD, MUELLER OR APPROVED c K EQUAL ANGLE STOP W/LOCK WING & IRON PIPE THREAD CONNECTIONS, OR APPROVED EQUAL 4"0 THREADED CAP _ FIBERGLASS ALVE BOX OR PLUG FINISH GRADE 00 V& COVER AS REQUIRED. PPE. LENGTH CONCRETE WATERMAN MODEL CR-100 AIR RELEASE VALVE (OR EQUAL) W = 11 I III _ I I III III III= CARBON 18-INCH "STANDARD" 1-1/2"0 GALVANIZED � III I I I! III III ( *NOTE: REINFORCED FIBERGLASS IRON NIPPLE & 90' ELBOW 1. 2'-6" MIN., 5'-0" VALVE BOX (OR EQUAL) I I I MAX. IN UNPAVED APPROVED METAL OR PLASTIC TAG MAIN _ I I I I I I III I I AREAS WHERE THE WITH "NON-POTABLE WATER DO BALL VALVE CURB STOP _ LINE IS FREE DRAINING. NOT DRINK" IS RQUIRED (MUELLER 300 OR EQUAL APPROVED METAL OR PLASTIC -44= — 1-1 2"� SCH. 40 TAG WITH "NON-POTABLE _ / " —III III a _ GALVANIZED IRON 2• 3'-6" MIN., 5-0' a " WATER DO NOT DRINK IS MAX. IN PAVED CARTRIDGE DUAL CHECK VALVE 1-1/2 REQUIRED. CONNECT TO VALVE I III A. I I I PIPE RISER AREAS OR WHERE `V FORD OR MUELLER OR BOX WITH EYE BOLT AND WIRE TIE °° THE LINE IS NOT APPROVED EQUAL H SADDLE z FREE DRAINING w C° O :a. nlll z `-4 6" MIN. 3. FINDER WIRE ANDLu I I I IDENTIFICATION TAPE w 4"2 PVC OR ABS 1-1/2"0 GALVANIZED Lu IRRIGATION ,,, - ° PIPE VALVE BOX IRON PIPE TRENCH — 8 . 8 — MAIN REQISPWC D VISION 900. —D PER THE O 00, O O O O O O O o I I I BACKFILL a a NOTCH 4"6 VALVE I — O O 000 O O O00 R-5), BOX OVER PIPE WITH " MIN. _ O OCLEARANCE FROM PIPE OO = _ O _j 0000 — - a : °_ °• SLOPE _� 00 O 00 0 O 0 O O O�BOO I I I I I I I FE, IIT� RAIN 1 I 0 O O O OOO 0O0 O O0 —M0 0 000 000 00-0 1-1/2" BRANCH 2» PVC 90° ELBOW, — O OO O 0 OOOD I - z TEE 2"0 BRONZE CURB STOP- OO O O 0 0 _ 3" MAIN LINE FORD OR MUELLER, OR SCHEDULE 80 REQUIRED I I i OO OO O 0 OO I APPROVED EQUAL. I O O O O O O O O O O 0- SCALE: NONE I_ 0 O O 0 2" CLASS 200 SOLVENT — 3"X3"X2" TEE, WELD PVC PIPE I I I I I I I III I I I I I I 0 _1 I I I SCHEDULE 80 REQUIRED I I — 2 CUBIC YARDS MINIMUM MAIN LINE AIR RELEASE NTS �=2" WASHED DRAIN ROCK,= TYPICAL 2" SERVICE I I I OR AS REQUIRED. I I DIG TO FREE NTS DRAINING SOILS TYPICAL MAIN LINE DRAIN z NTS N Q J AC PAVEMENT BY OTHERS O PAVED SURFACE SEE NOTE 1 BELOW z Z VARIES, 2.5"-3 ' �3/4" MINUS BASE, BY OTHERS O c w VARIES 4"-6" — G Lu O > cn 0� 0� 0� 0� 0� 0� 06 0� 0� PIT-RUN SUB-BASE, BY OTHERS Q O I 00 VARIES, 10 16 _ C z = p p p TEMPORARY BACKFILL AS p p p 0 0 12" COVER OVER SLEEVE (/) z G a D D 0� 1 REQUIRED TO MAINTAIN I D D 0 n SUB GRADE ELEVATION, BY Q z w w = _ OTHERS, SEE NOTE 1 BELOW W 0 O 0 o COORDINATE WITH PAVING III III l I I I I�-�PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT CONTRACTOR FOR REMOVAL _ SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. 2 wCC Ur LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: G if FINDER TAPE CARSON MODEL 910T COVER "NON-POTABLE WATER - FOR IRRIGATION ONLY" LOCATING WIRE FINISHED SOD GRADE IN PERMANENT LETTERING p _ (2) 3" CLASS 200 SIGNAL 0 z W CONDUIT WITH 1/4" 2" x p[ NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE LLJ COMPACTED TO 95% DENSITY. I III III III III III III II III II Q PIPE AND BELL III III III III III III III I I III CARSON MODEL 910 10" VALVE BOX LLJ DC MIN. 4" TRACER WIRE LOOP � MIN. 6" SLEEVE MIN. 6' SKIDS PER ISPWC SD 307. 2" VALVE NUT DIA. SEE SLEEVE SCHEDULE, THIS SHEET SEE SEE FOR MATERIAL AND MINIMUM SIZE M NOTE 5 NOTE 5 X N N ISOLATION VALVE 10" CLASS 125 PVC PIPE SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS z ° JOINT RESTRAINT REQUIRED IRRIGATION MAIN UNI-FLANGE SERIES 1300 OR EQUAL PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: NOTCH PVC BOX, BOTH SIDES U 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, g FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD Z 4" 5.36" 8" PVC C900 8 28°' SUB-BASE, ROAD BASE AND PAVEMENT. Y 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE z v 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR O SIDEWALK. 6" MIN. ° „ ° #4 REBAR 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT ° E N G I N E E R I N G U ° SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP ° 6" VARIES 6" p[ 5725 NORTH DISCOVERY WAY PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. °d aMIN. 4" MIN. OF 3 4" MINUS GRAVEL BOISE,IDAHO83713 O 10" 12.79" 16" PVC C905 15.92" ° a ° ° „ / PHONE(208)639-6939 UL. 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° UNDER 10 PVC PIPE 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° kmengllp.com Q 9 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. THRUST BLOCK DESIGN BY: LCK LLJ N NOTES: DRAWN BY: LCK > Z A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION O PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR CHECKED BY: LCK Z PIPE BELL. PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: ° B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL DATE: MAY 2021 PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. PROJECT: 21-023 g SHEET NO. Q a m TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE C7. 1 N N NTS NTS z cg\ONAL fN ENS 10 6860 J, 5/14/21 0 Q OF �N Cui Q 0 z 0 W oc — 2770 2770 2760 2760 75' WILLIAMS PIPELINE EASEMENT 0 1 z EXISTING GROUND I I 2750 EXISTING GROUND I 1 2750 I SEE SHEET C7.0 FOR CONTINUATION - - - - - - — - - - - - - - _ _ — � � — — 6" GATE VALVE 1 - - - - - - - - - - - a- - - - - - - - - - - - - - - — 1 - - - - AND BLIND FLANGE 2740 I N I 2740 1-6" 45° ELBOW I 1 1-6" 45° ELBOW - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - N - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - z I Z I Q INSTALL 6" PVC PRESSURE IRRIGATION MAIN AND 115 LF OF 12" 0 1 1-6' 45° ELBOW CAI J 2730 1-6" 45° ELBOW STEEL CASING PER WILLIAMS "DEVELOPERS' HANDBOOK", LATEST Q 2730 J 1 EDITION, AND CITY OF MERIDIAN REQUIREMENTS. 1 O LL bi I z z0 EXISTING GROUND CENTERLINE OF PI PIPE ALIGNMENT 1 z W 2720 iv FINISH GROUND CENTERLINE OF PI PIPE ALI NMENT 1 2720 w z O LnN Cn c0 r7 O I� 00 N Cn c0 r7 00 \ = O O N tD 't � 't M L0 N � L0 Cn L0 00 c0 N c0 0) O (D n M 00 N 00 O Cn / � Lp 00 � 00 � 00 Ln 06 Ln od Ln � Ln � � � � ^ 6 r r r ^ f 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 W U °w 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 a z Q cr' p O � w _ � z � Q 2 2 C2 WILLIAMS PIPELINE - PRESSURE IRRIGATION CROSSING PROFILE = O 0 10 20 30 0 10 20 30 z mmmmmw W Q Horizontal Profile Scale: 1" = 10' Profile Vertical Scale: 1" = 10' X J o W J Ln m V I x N W lY1 I�1 0 Q Z D V 0 0 Q z Z l7 a z 0 O Q � 0 U N V D kni 1 rl 3 w Y z z o O E N G I N E E R I N G 5725 NORTH DISCOVERY WAY O BOISE,IDAHO 83713 PHONE(208)639-6939 LL kmengllp.com Q N DESIGN BY: LCK W \ DRAWN BY: LCK / a CHECKED BY: LCK O o DATE: MAY 2021 u PROJECT: 21-023 0 SHEET NO. Q s v 0 O ti i a