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CC - Construction Drawings �SS�pN A L £N �CC,ENsfo��ti APEX SOUTHEAST SUBDIVISION NO , 1 N 6860 12/20/20 0 Q ��9T F \OPT v CONSTRUCTION PLANS ti OF /N C REFER TO LAKE HAZEL AND LOCUST GROVE \ \ MERIDIAN , IDAHO E.LAKE HAZEL RD. ROADWAY AND UTILITY IMPROVEMENT PLANS \ \ N MERIDIAN, Digitally signed by \ y \\ IDAHO Lachlin C Kinsella, P.E. \ \ o Date: 2020.11.20 \ \ LOCATION MAP i i _ --- o #102 E. LAKE HAZEL RD. \ #103 V) U w Q t vi ` ` h A; 0 50 100 200 300 `\ `\ PROJECT \ \ Plan Scale � 0 INDEX OF DRAWINGS VICINITY MAP \ \ NO SCALE un \\ \\ SHEET SHEET TITLE SHEET DESCRIPTION Z \ \ NO. 0 w \ BLOCK 2 C1.0 COVER SHEET Lu F C1.1 NOTES, ACRONYMS, LEGEND u BLOCK 1 \ \ O \\ \\ C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN \ C2.0 ROADWAY IMPROVEMENT PLANS \ C2.1 ROADWAY IMPROVEMENT PLANS E. TOWER ST. PLAN AND PROFILE ui Q C2.2 ROADWAY IMPROVEMENT PLANS E. TOWER ST./ S. VERTEX WAY PLAN AND PROFILE Y Q a \ C2.3 ROADWAY IMPROVEMENT PLANS S. VERTEX WAY PLAN AND PROFILE o z N ` C2.4 ROADWAY IMPROVEMENT PLANS S. PEAK AVE. PLAN AND PROFILE C2.5 ROADWAY IMPROVEMENT PLANS S. STEEPLE AVE. PLAN AND PROFILE C2.6 ROADWAY IMPROVEMENT PLANS S. STEEPLE AVE. PLAN AND PROFILE S. PEAK AVE. PLAN AND PROFILE OC2.7 ROADWAY IMPROVEMENT PLANS S. CAPSTONE AVE. PLAN AND PROFILE C2.8 ROADWAY IMPROVEMENT PLANS S. CAPSTONE AVE. PLAN AND PROFILE E. SPIRE ST. PLAN AND PROFILE 4> O O C2.9 ROADWAY IMPROVEMENT PLANS S. ZENITH AVE./ E. STAKE ST. PLAN AND PROFILE E.TOWER ST. C2.10 ROADWAY IMPROVEMENT PLANS E. STAKE ST. PLAN AND PROFILE E. STAKE ST./ S. CADENCE AVE. PLAN AND PROFILE O C2.11 ROADWAY IMPROVEMENT PLANS S. CADENCE AVE. PLAN AND PROFILE 1 O 4 � C2.12 ROADWAY IMPROVEMENT PLANS S. LOCUST GROVE RD. PLAN AND PROFILE O 14 O O 11 14 O OO C2.1.3 ROADWAY IMPROVEMENT PLANS S. LOCUST GROVE RD. PLAN AND PROFILE z 3 O13 O3 O 12 13 C2.14 ROADWAY IMPROVEMENT PLANS STREET LIGHT PLAN z BLOCK 4 > BLOCK 3 C2.15 ROADWAY IMPROVEMENT PLANS PAVEMENT MARKINGS AND SIGNAGE 0 Ow 12 BLOCK 6 O7 13 > 12 O4 U O C2.16 ROADWAY IMPROVEMENT PLANS DETAILSLJ \� 0 Q O O w w O p C3.0 GRADING IMPROVEMENT PLANS / Q LJ..I O1= a O6 14 I- O O7 0 0 w 5 w 11 O5 H a 11 5 vi C3.1 GRADING IMPROVEMENT PLANS m 1 nl N Q (/) 1 BLOCK 7 N N O 15 C4.0 STORM WATER IMPROVEMENT PLANS (/) Q LA Aj vi O10 O6 10 O O C4.1 STORM WATER IMPROVEMENT PLANS Ln C) w EL, I �I O7 O 16 C4.2 STORM WATER IMPROVEMENT PLANS DETAILS w /O OO O O O C5.0 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE W V 8 30 17 C5.1 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "A" PLAN AND PROFILE O 8 , g W I 10 C5.2 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "B" PLAN AND PROFILE O I � E. STAKE ST. � O � 1g E. STAKE ST. O C5.3 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT C PLAN AND PROFILE SEWER ALIGNMENT F PLAN AND PROFILE x 12 Lu a. I C5.4 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "D" PLAN AND PROFILE SEWER ALIGNMENT "G" PLAN AND PROFILE 1 O 19 13 0 11 I . C5.5 SEWER IMPROVEMENT PLANS SEWER ALIGNMENT "E" PLAN AND PROFILE 13 14 15 16 17 18 17 16 15 14 W C6.0 WATER IMPROVEMENT PLANS 11 12 18 BLOCK 5 19 C6.1 WATER IMPROVEMENT PLANS 10 C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS I C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS _ C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS a m x N #105 C7.3 PRESSURE IRRIGATION IMPROVEMENT PLANS PUMP STATION WET WELL AND INTAKE PLAN AND DETAILS o C7.4 PRESSURE IRRIGATION IMPROVEMENT PLANS PUMP STATION DETAILS o E. SPIRE ST. 3 00-4 C7.5 PRESSURE IRRIGATION IMPROVEMENT PLANS PUMP STATION NOTES C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE N o W 40 30 O2 1 + Y 1 O2 O3 O4 C8.1 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE Z BLOCK 8 a BLOCK 9 C8.2 GRAVITY IRRIGATION IMPROVEMENT PLANS GRAVITY IRRIGATION ALIGNMENT "B" PLAN AND PROFILE GRAVITY IRRIGATION ALIGNMENT "C" PLAN AND PROFILE Y Z N C>W1BAIDIAN*AP-- ENGINEERING a C8.3 GRAVITY IRRIGATION IMPROVEMENT PLANS POND DETAILS Pubk I>DAMa 9233 WEST STATE STREET LEGAL DESCRIPTION bait BOISE,IDAHO 83714 o udemmnswwoneuppRanamwSpea[ Bono PHONE(208)639-6939 A PARCEL OF LAND SITUATED IN THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 0 5, TOWNSHIP 2 NORTH, RANGE 1 EAST, CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2020. D I G LI N E CONTACT INFORMATION kmengllp.com ■ , ■ ■ DESIGN BY: LCK BENCHMARK THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT ■` DRAWN BY: LCK/SRM CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 3 POINT NUMBER POINT STYLE NORTHING FASTING ELEVATION DESCRIPTION PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR 2929 W. NAVIGATOR DR., STE. 400 9233 WEST STATE STREET ■ ■ CHECKED BY: LCK ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. o MERIDIAN, IDAHO 83642 BOISE, IDAHO 83714 DATE: NOVEMBER 2020 102 685663.835 2459115.907 2740.473 BRASS CAP ACHD COMPLIANCE CONTACT: ZACH MEYERS PHONE: (208) 639-6939 PHONE: (208) 378-4000 FAX: (208) 639-6930 PROJECT: 20124 0 103 Q 685662.703 2460447.729 2747.333 5/8" REBAR THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD FAX: (208) 377-8962 CONTACT: LACHLIN KINSELLA, P.E. SHEET N0. 105 O 284320.946 2459117.734 2737.826 1/2" REBAR POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO EMAIL: zmeyers@brightoncorp.com KEVIN McCARTHY, P.E. ■ LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN EMAIL: Ikinsella@kmengllp.com ■ WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: kevin@kmengllp.com C 1.0 "CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION." 0 a • NONE CITY OF MERIDIAN GENERAL NOTES MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS S\rNAL EN S �C cry 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 ENS D F 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 6860 GENERAL CONSTRUCTION STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER J, 11/20/20 0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR Q 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq CONFLICT WITH ANY CONCRETE CURB GUTTERS SIDEWALK OR OTHER STREET IMPROVEMENTS FLG - FLANGE R - STATION OFFSET RIGHT C� F OF , , . AND/OR U�THE REQUIREMENTS OF F THE IDAHO TRANSPORTATION REQUIREMENTS (AI D). THE N MORE STRINGENT NGEENTROF ANY H OF 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. GI - GRAVITY IRRIGATION RIM - RIM STRUCTURE c K�NS THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORMM DRAIN 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 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE SITE, IT COULD BE GROUNDS FORA "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE ORDER UNTIL THE SITUATION IS RESOLVED. PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB ALL TIMES. "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL PRIOR TO START OF WORK. DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT w 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 ~ 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 0 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 ES AT THE ERINIISHED ON,O HE AP OR O HE PROJECT MUST OR MEET THE THE MINIMUM ER REQUIREMENTS OF THE SHALL APPROVIFURNISHNG (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 (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. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILENUMBERS) FOR DETAILS. BOUNDARY LINE TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE - - 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 WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE 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 NO "TOLERANCES" ALLOWED. - - 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 N DEQ/QLPE APPROVED CONSTRUCTION PLANS. THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE - ROAD CENTERLINE j LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. w ul_ 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 PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER LOT LINE LINE WRITING PRIOR TO CONSTRUCTION. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 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 SOUTHEAST SUBDIVISION NO. 1 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF RIGHT-OF-WAY LINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT FINAL PLAT. COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 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. 0 FOUND 1/2 INCH REBAR 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A 8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE NO-CHARGE RIGHT-OF-WAY PERMIT. FOUND 5/8 INCH REBAR WATER PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 9• THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 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 REFERRED TO IN THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR ACHD POLICY MANUAL. ( ) AT THE CONTRACTOR'S EXPENSE. ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 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 STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 CALCULATED POINT REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, 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. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A 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 TRAVEL LANE. ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS S SEWER LINE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS THE REQUIREMENTS OF THE 404 PERMIT. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE CRITICAL FACTOR. 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 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF 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 BEFORE CONSTRUCTION BEGINS. (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 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 r-1 . 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. REQUEST OF THE AGENCY AND/OR THE ENGINEER W / SINGLE WATER SERVICE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM Q 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 0 MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR go DRAINAGE ARROWS 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 z LIJ 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED O 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. L/) O (D SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A EXISTING IMPROVEMENTS uj WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE \ a:: 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 SANITARY SEWER LINE / (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ANY CONSTRUCTION. - Q 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY 8. CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO `" `" WATER LINE 0 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. m - G CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF GAS LINE PROPOSED ROADWAY GENERATED BFROM EXCAVATION MPS AND THE SEQUENCING E OFREE OF SEDIMEF THE INT AND NG IVDEBRIS ABEFORE LL I CONSTRUCTION LEAES WATER R OP o� z Z SITE. IRRIGATION NOTES OVERHEAD POWER LINE if 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY < O CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO Gi Gi GRAVITY IRRIGATION LINE (/) Q VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. SEWER MANHOLE W 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 1 PRESSURIZED IRRIGATION MATERIALS. 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES WATER METER 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS (SEWER, STORMDRAIN, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF ® � LLJ 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS THE IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC BEING CONSTRUCTED. RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN. FIRE HYDRANT O 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE O CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL �Q� POWER POLE (A 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 X z QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DEMOLITION NOTES FROM DEQ PRIOR TO ANY DEWATERING. m POWER BOX L IJ 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE DRAINAGE EP EP EDGE OF PAVEMENT INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30". Q FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION CONSTRUCTION. EG EG EDGE OF GRAVEL AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED 6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND REMOVAL FROM THE SITE. 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I TREE DECIDUOUS BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC m 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. 0 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 D FINAL ACCEPTANCE. 0 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL 9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING SECTION 400. TEST PRESSURE SHALL BE 150 PSI. Z REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER, 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES. SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. 7. COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45° PROVIDED THE PIPE o CONSTRUCTION. BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER N PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. O N UTILITY NOTES 12 CONTRACTOIONHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO a 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE E N G I N E E R I N G IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN g A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN 9233 WEST STATE STREET REGION (334-2190). BOISE,IDAHO 83714 0 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN PHONE(208)639 6939 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. 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE DESIGN BY: LCK ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: LCK/SRM Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK o FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC DATE: NOVEMBER 2020 TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE D OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 20-124 GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION o OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET N0. THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. . N ti O N a SHEET NOTES 1. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. �Sg\ONAL fiyG� 2. REFER TO LAKE HAZEL AND LOCUST GROVE ROADWAY ENSF AND UTILITY IMPROVEMENT PLANS. KEYNOTES 116/20810 ® J, /20 0 :+ r 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND OF IL 16 / I PAVEMENT PATCH PER ISPWC SD-303 AND ACHD /N K�NS I / REQUIREMENTS. 2. RETAIN AND PROTECT SEWER MAIN. CONNECT PROPOSED J I A. 4 � PIPE TO EXISTING MANHOLE BLOCKOUTS PER SEWER 3 18� 18 18 18 IMPROVEMENT PLANS. AJ 9 9 \ 11 PROJECT BOUNDARY 4 12 13 TOE TOE TOE y�T T TO 8 T�F —� TJor, T�FP $ TOE TD& TOE TOE TOE 8 TOE TOE TOE TOE OE TO�TOE TOP TOE OP TOE— 3. RETAIN AND PROTECT WATER MAIN. CONNECT TO cam c _� o �q �p � �- T F �p-=�� EXISTING SYSTEM PER WATER IMPROVEMENT PLANS. OOD P oP op P 13 FIR 4 15 — _ 4. REMOVE EXISTING GRAVITY IRRIGATION PIPE. E 13-18 / j / 17 / ` / / 15-18 5. RETAIN AND PROTECT EXISTING WILLIAMS PIPELINE. w fix— — -x / N 4 / / / / CONTRACTOR TO COORDINATE WITH WILLIAMS GAS PRIOR/ Q TO AND DURING CONSTRUCTION. o 6. RETAIN AND PROTECT POWER POLE AND OVERHEAD 9 / / LINE. I I / 7. GRAVITY IRRIGATION PIPE TO BE ABANDONED OR REMOVED WITHIN PROPOSED ACHD RIGHT OF WAY. 8. REMOVE EXISTING CONCRETE IRRIGATION DITCH. 9. REMOVE EXISTING DRAINAGE DITCH. _ 10. REMOVE TEMPORARY GRAVEL ACCESS ROAD. Z / // 5 / O A / / 11. CONNECT TO EXISTING GRAVITY IRRIGATION BOX PER N GRAVITY IRRIGATION PLANS. j w �_ 12. RELOCATE POWER LINES AND POLES. CONTRACTOR AND DEVELOPER SHALL COORDINATE RELOCATION WITH IDAHO — / POWER. 1 4 a \ 13. REMOVE EXISTING GRAVITY IRRIGATION BOX. 14. REMOVE AND RELOCATE EXISTING IRRIGATION PUMP STATION AND GATED PIPE. CONTRACTOR SHALL � / COORDINATE RELOCATION WITH OWNER.3 9 AAA ) / , 15. REMOVE EXISTING FENCE. / ✓ / / 'LAC �i��/ / 16. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION PIPE. o CONNECT TO EXISTING SYSTEM PER GRAVITY IRRIGATION z 4 / S'F I , �6' IMPROVEMENT PLANS. / o / 17. REMOVE EXISTING GRAVITY IRRIGATION STRUCTURE. / ( /// f 18. DEVELOPER TO COORDINATE RELOCATING OFFSITE G 5 / / IRRIGATION DRAIN DITCH OR TILING PRIOR TO CONSTRUCTION OF PHASE 1 WITH CITY OF MERIDIAN. 19. RETAIN AND PROTECT LIGHT. 20. RETAIN AND PROTECT TREE. LEGEND z 12 / \ DITCH REMOVAL _O PROJECT BOUNDARY 0 80 160 240 z `' / / Plan Scale: 1" = 80' / v) o Lu Q)X Lu Lj / , f z Ln / _ : � Ln o z ~� . Q O / i «� w w z PROJECT BOUNDARY / / O O w V X N z \2�38 / I Z 10 / 2 ✓ a V / / / / LD uj �G N O N O / / •~-I / I I / mm 13 / 9 0l -LJ a L,25' CITY OF MERIDIAN SEWER EASEMENT o 273 X J � w�WI 4 9 / - 7� / E N G I N E E R I N G 9 I % _ I \ �, 9233 WEST STATE STREET o \ I CD l 9 9 V f BOISE,IDAHO 83714 z I I 4 �/ 12 9 12 12 I �n� 12 J 12 6 6 PHONE(208)639 6939 a01a1kmengllp.com pp —ap 0� OP l It OP X 9 _ n p 1 0 P0-p In N - P —OP OP oe— �-op- -- - - -- - - --- - -- DESIGN BY: LCK — _{{+ P---LT 12 EP — - - �� — -P- - - - - 0 EP EP EP------ —P - - - -S. LOCUST GROVEm-- - - - - - _ _ _ — — DRAWN BY: LCK/SRM Z 12 „S 19 19 4 14 - - - - - - - -- — _ N — �� _� DEp EP- PP — — — — — — — — — -� — — �� T —T — �fOE TKO —=TOE —— — _�_f0E— DOE � � T CHECKED BY: LCK z X X X X �„ T T T — I TOE TOE 1 o Tn 1 I DATE: NOVEMBER 2020 PROJECT: 20-124 4 ON 8 o I I II I / 1\ 7 SHEET N0. 1920 20 EW w C1.2 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD �Sg\ANAL NOTES. F \CENSFD ?� 0 100 200 300 F B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. Plan Scale: 1" = 100' 6860 C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET 11/20/20 SECTIONS. D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. OF E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO C K II TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH — E. LAKE HAZEL RD. — — — \— — — — — — — I I SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 4 ALIGNMENT. Y - - - - - - - - - -_- - G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 4 - - 3 ® — MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 3 3 RIGHT-OF-WAY PERMIT. — — — — — — — — — — — — — — — — — —\ — — — — — — — — — — — — — H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Lu CONTACT ACHD INSPECTION FOR VERIFICATION OF Q COMPLIANCE WITH POLICY AND EXISTING PAVEMENT \ \ MARKINGS. \\ c \\ M I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 1 REFER TO LAKE HAZEL AND LOCUST GROVE 7V \\\ \\ N r , ROADWAY AND UTILITY IMPROVEMENT PLANS \\\c \ \ Z BLOCK 1 \\ \ \\ wru \\ c \ oC \\\\ I > N p o ,\ z - - - - ' U - - - - - I ® m m 1 _ � m ; I v - - n�0 • m O t 3 . 1 E. TOWER ST. �o O C2 . 1 - N: ----- -- C2 . 2 30 G "GI 30 GL. 1 30'GI "GI 30"GI 30"GI 30 O O o� O2 14 O2 O 11 00 14 l — N N O N m U m O Z O 13 30 � U '� O 12 '; U 13 z Q Lu o rN� � BLOCK 4 BLOCK 3 � J w BLOCK 7 U BLOCK 6 O7 13 4 > 6 z O O 12 4 12 O Q O m s O LLJ Lu �,, O z `n 5 > > O 14 w 5O o O �_ = cW O = 11 O w z0 11 < Q G C �= a N N W z Lu 5O 15 II . / N u 6 O II N Q L I O O 16 c~ o II ! III O O O O w � M O O3 17 = W rI E. STAKE ST. • O2 18 E. STAKE ST. C2 . 10 N 9 b C2 . 10 �m MIN O x Q 10 12 O 19 13 11 W 13 14 15 16 17 18 17 16 15 14 Q X 18 U ' BLOCK 5 N 19 N N M 10 U a Z O I z — Nommomir m11111111 �MEM 0 .; w EG w EG© EG E. SPIRE ST. C2 .8 - a EG EG o EG--� a V O Q Lu 0 > I � _0O O O < • O O O BLOCK 8 w N BLOCK 9 N U E N G I N E E R I N G v I 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 'a PHONE(208)639-6939 akmengllp.com 0 v I I DESIGN BY: LCK DRAWN BY: LCK/SRM g I CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N ti O N a SHEET LEGEND SS\pN A L t- NC *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION p�� CENS F STA., OFFSET SIDE SEE ROADWAY PLAN 1 FINISHED GRADE SLOPE 0�211201 0 p SHEET C2.12 y� 4;, OF GRADE BREAK y C. BLOCK 1 2 SD 0 I 38.37 TOC O SEE DETAIL SHEET C2.16 - - - -- - - -- - SAWCUT LINE +43.50, 33.421 m 0 0 37.85 FL 1 I +43.46, 25.28'L 37.79 GB ''' 38.24 PT J J 38.23 GB 38.41 D 38.78 39.24 39.43 GB 39.66 CIVIL ACRONYMS > U U +66.98, 23.50'L N0 +66.98, 23.50'L +13.50, 23.50'L +59.98, 23.50'L+13.50, 23.50'L +50.00, 23.50'L p +55.03, 23.50'L +59.98, 23.50'L ac in 37.81 CL/GB 38.24 CL INT GB 38.79 CL 39.26 CL 39.44 CL INT GB 39.67 CL ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 3 Ki ,� / / 38.43 CL / / +66.98, 0.00' +13.50, 0.00' +59.98, 0.00' �+50.00, 0.00' +66.98, 0.00' +13.50, 0.00' +59.98, 0.00' FOLLOWS: 6� 2 ° °° e a a ° a a` - - M CENTERLINE "' u ° ° STA ROADWAY STATION FROM p s Lq N CL - ROADWAY CENTERLINE o �n ° J �p � °° PC - POINT OF CURVATURE Ln Q wv w ('y PT - POINT OF TANGENCY _ 0 y� b�- r ELE. - ELEVATION 1 o 0 1 0g 1 0� z U L - STATION OFFSET LEFT 10 00 2.00% N 0.40% N: 0.94% 0.40% N E.TOWER ST. N -0.40% 0.49% N R - STATION OFFSET RIGHT ? y 0.40% 11+00 y a 12+00 13+00 14+00 15+00 16+00 J TBC - TOP BACK OF CURB I- - - w RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER \F I _ _ _ _ _ �- r�� w MA SW _ MATCH EXISTING 38.84 CL/INT I SIDEWALK o - - - o 0 0-1 U EP - EDGE OF PAVEMENT cn +00.00, 0.00 , 1 O N_ �p p o o o « N 1 A 1 38.38�CL/GB ��o �� AI '.G �o 6moo' TOC - TOPWOFI CONCRETE O +23.00, 0.00' 0 �sz d w HP - HIGH POINT �' s ��s ^p/ w CR - CURB RETURN > 2 ° � /` w h� a s 2 s s ^. 2 POC - POINT ON CURVE L Ec ° ° 37.79 PC/GB38.41 PT 38.78 39.24 PC 39.66 PT INT - INTERSECTION 3 30"GI 30"GI 30"GI 3 0" I 30"GI 30"GI O" 30"GI 30"GI- 30"GI 30"GI e ®°� GI PRC - POINT OF REVERSE CURVE +66.98, 23.50'R +59.98, 23.50'R +50.00, 23.50'R +66.98, 23.50'R +59.98, 23.50'R 10 38.25 CLSHEET NOTES +55.00, 0.00' 12"sD D 12IsD A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD Lu 38.24 PT NOTES. w +54.98, 23.50'R 0 > > 9 B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. 37.95 FL BLOCK 7 u > N O+43.45, 25.26'R 38.49 TOC O 14 O C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET +43.50, 33.39'R z r w SECTIONS. BLOCK 5 0 aw N BLOCK 6 N D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z -TOP Ln s vi Lu I 30_. 3o"cl I o o M E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SEE ROADWAY PLAN TOLERANCES WILL BE ALLOWED. SHEET C2.9 SEE ROADWAY PLAN SHEET C2.6 F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT E . TOWER ST. PLAN AND PROFILE MARKINGS. I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 0 30 60 90 0 3 6 9 KEYNOTES Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Z SUPPLEMENTAL STANDARD DRAWING SD-701. Z Q 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Z J W ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O J L.L 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O z 0 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = Lu SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE ES z ANDN SHALL BEA COLORDED 'TRAFFIC ADHESIVE nYETLLOW .AS NOTALLOWED) m 0 Q W 2751 2751 v) Z O Q H Q QC) W - oc = W >. W 2748 0 2748 2 Q O o + \ O o w + o 0 II X N Q Q � 2745 o; 2745 W O Z DC � 00 n 11 r � ON Z n Q N U o ON r) N z � II a W II N Y O N W Of > N Q U Ld Ld J M 2742 Z w x OfCn Z w 2742 J m V J W ~ J z W Q Z W o Q CD LL E D 0.49% o FINISHEC GROUND 2739 - - - - - - - - 2739 - - - - - - - - - - - - - - ? -0.40% 0.94% _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - EXISTIN GROUND 1 - - - - - - - 2736 2736 o N O ti Q N a 114 EXISTING GROUND CENTERLINE 0 2733 F FINISH GROUND CENTERLINE 2733 E N G I N E E R I N G 9233 WEST STATE STREET r r7 r r to r r r M TLO rN 0) rr7 0 r rr 0) 0) r N rN rco BOISE,IDAH O 837 14 0) N N -tO cD r 00 00 O O o Lq O O - N00 ro a 00 co r r 00 C600 o PHONE(208)639 693 9 r 00 to to ) oo oC6 Oo ao6 a o ao6 a o m m6 a � � to r n ro to to ro kmengllp.coma r r r r rr rr Nr rr rr r Nr r o N NN NN N N N N N N N N N N N N N NN N NN N N NN N N NN N N N N N DESIGN BY: LCK N rl DRAWN BY: LCK/SRM 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 F- SHEET NO. V Q NC2. 1 0 N a 40.02 PC- ��' SHEET LEGEND +33.99, 23.501 Q SEE ROADWAY PLAN 39.44FL \ Q SHEET C2.4 BLOCK 2 �SS�ONAN fNG� +45.51, 25.26'L 4� SEE DETAIL SHEET C2.16 42 76 �ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSFD y y 40.02 TOC O STA., OFFSET SIDE R +63.90, 23.50'L 2 +45.47, 33.39'L so 42.77�° " /�O �2 So +60.78, 58.014'L 40.85 GB +63 90C 0.00 +10.40, 23 50'B 1 FINISHED GRADE SLOPE 6860 rn Qr / 40.96 PT +74.36, 40.70'L 43.24 CL/GB -7 s�4T1/20/2o p 4 39.38 LIP +60.78, 53.49'L 40.82 LIP +10.40, 0.00' GRADE BREAK � F OF � S / � , 1 0.76% -P \ +58.76, 33.25'L �V 40.50 FL +85.90, 58.111 2 �N C 3 O / 40.53 PT +47.99, 23.50'L +54.14, 33.88'L 41.06 LIP ^ V \ l 0') RR 40.54 CL 40.97 TOC +89.98, 45.001 42.29 GB V - - - -- - SAWCUT LINE +47.99, 0.00' +44.91, 33.99'L 41.15 LIP +17.40, 23.50'L a , y 1 ° 40.87 PC +93.142 40.231 42.31 CL/GB " 6 2 +30.78, 23.491 ® 41.02 FL +17.40, 0.00' ��/ 3 0\ >>�00 W 1 0 +01.92, 33.79'L O p0% rTNtoo CIVIL ACRONYMS ��V o �.26q 41.42 TOC V o) ° 0 3 ° +13.58, 34.00'L / ^ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 2 IV 1 R 41.36 PCC / 1 ` FOLLOWS: cb C)r +33.09, 23.501 00%/� \ gLLJ 3p'ci 0.419 41.72 PT/GB 50% �° STA. - ROADWAY STATION FROM CENTERLINE c Na TOE/ � AY CENTERLINE 0 47q o° 6 p 2 x�P O� / o° / s `L�� 2 "' PC - POINT DWOF CURVATURE F. 6, +03.37, 23.50'L `l / \ cV v RR v�R(E / �\ �V PT - POINT OF TANGENCY 5 N 5 / / 42.27 LIP 3c ELE. - ELEVATION 1 w o +88.54, 30.13'R L - STATION OFFSET LEFT 39.59 FL Q 3 s / 0.42% o +45.47, 23.00'R ° 6° 4 wv 5.579, 1 % i O o aa. 3 R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB 40.17 TOC 3n•._ N ry 1 0.47q 3g 41.54 POC 0�O / �d'y 3°°\°q RIM - RIM OF STRUCTURE 40.31 CL INT GB L \ +68.23, 23.50'L� i NLIP - LIP+45.47, 30.00'R / / 2 - ° 0 S o _ ° �0 ® MA - MATCH EXISTING 40.03 CL +90.99, 0.00' -3n, �p �g� �^� 0 52q, o \ SW - SIDEWALK +33.99, 0.00' 40.29 GB < ° s i ° 0 43.22 PT/GB +90.99, 23.50'R 3o"c l`b� -40.69 PC \ / 3° EP - EDGE OF PAVEMENT N 40.02 c> O N �� /_ +10.40, 23.50'R FL - FLOW LINE z +33.99, 23.50'R 10 40.53 p m�3 „ +84.61, 25.46'L ,C, ° 70, � � �- __ � 1 42.29 PC/GB 7 a TOC - TOP OF CONCRETE 0 +47.99, 23.50'R ��p cis a cn o 40.85 PC / 30 1a. HP - HIGH POINT BLOCK 5 w 41.48 POC +17.40, 23.50'R A ui i � +24.76, 23.51'R' 0 � � CR - CURB RETURN > w V I � +56.72, 23.50'R _ w v 40.86 CL 3 O 0�% 2 3°'°/ +39.26,130 13.98 IR N�C - INTERSECTION ON CURVE RVE - o 0) 1� S i� +24.76, 0.01'R O� ° \/ PRC - POINT OF REVERSE CURVE � N 40.54 LIP 30"i 3°" +49.55, 33.27'R a ° SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 11 0 � a O / 3 • 41.24 PRC 41.74 CL/PT/GB wM NOTES. +10.06, 23.50'R 03.37, 0.00' 41.12 CL/PC 90 41.72 PT/GB �� B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. +84.56, 0.04'R o +03.37, 23.50'R � � �/ c C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET it 41.05 CL/INT/GB SECTIONS. 12 / +71.33, 0.00' �Q �Q D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z � E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO SEE ROADWAY PLAN TOLERANCES WILL BE ALLOWED. SHEET C2.8 SEE ROADWAY PLAN SHEET C2.11 F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS E . TOWER ST./ S. VERTEX WAY PLAN AND PROFILE CONTACT ACHD INSPECTION FOR VERIFICATION COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 30 60 90 0 3 6 9 I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Lu Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' KEYNOTES ® � E:1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Z 0 SUPPLEMENTAL STANDARD DRAWING SD-701. Z Q 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC O ~ Q STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES z Z 2754 2754 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = Lu Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE - Q C (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) G C)AND SHALL BE COLORED 'TRAFFIC YELLOW. m uj Q 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD > SUPPLEMENTAL STANDARD DRAWING SD-708. Z O X Lu 2751 p O� 2751 5. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND :5c + N GUTTER TO 6" REVERSE PAN VERTICAL CURB. Q 0 W Mo + N II 6. INSTALL 6" REVERSE PAN VERTICAL CURB PER ACHD uj _ > + N II SUPPLEMENTAL STANDARD DRAWING SD-701 R. = uj rn II � � V) � Q \ 2748 r Y N 2748 N m Lnn Ld Q N v w II O 0 II U) o w N m � II Qw QLu NM ZOO m w II J caof w Z H N w II Q w in > Z w W O 2745 N � 'I � of w 2745 ~ w w > Caw Q LJ J a W > Z w � w X Z w g5q° a 1.00% 2742 0.50% - - - - - 2742 aFINISHED GROUND0.52% - - - - - - - - - - E - - - - 0.41% _ - - - V 0 0.49% - - - - - - - - - _ _ _ _ _ - - - - - - Z 2739 - - - - - - - - - - - - EXISTING G OUND 2739 0 a Q O D Q EXISTING GROUND CENTERLINE 2736 FINISH GROUND CENTERLINE 2736 u= r) O Lo c0 O o0 O� r7 O O r7 O cD O c0 N I� n N I- O N m r7 0) r7 r7 r 7 N rn N n c0 r- 00 O r7 c0 I� O N r� O r7 O r7 r) O r7 O r7 O r7 O O O 0 0 N N N N r7 r7 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 N N N N N N N N E N G I N E E R I N G 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 3 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 PHONE(208)639 6939 o kmengllp.com a O DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 F- SHEET NO. V Q N ti O N a SHEET LEGEND SS\pN A L f NC *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION p�� CENS STA., OFFSET SIDE ��• 1.50% FINISHED GRADE SLOPE 116860 s o �,9T� GRADE BREAK OF �y� C. K�NS \ +50. ti°�' a 00, 23.501 i �� 44.01 CL/ ` \ \ +50.00, 0.00' / - - - -- - - -- - SAWCUT LINE `L-O� A% CIVIL ACRONYMS �Ss 2 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: C� '1'T STA. - ROADWAY STATION FROM CENTERLINE CL - ROADWAY CENTERLINE o 44.00 \ / / PC - POINT OF CURVATURE +50.00, 23.50'R 1° ° 1 / I PT - POINT OF TANGENCY 0- k / `� L - STATION OFFSET LEFT REFER TO LAKE HAZEL AND LOCUST GROVE LEELEVATION 24" PIPE POTHOLE LOCATION\ ROADWAY AND UTILITY IMPROVEMENT PLANS 2 \ 45.05 TOP OF PIPE: 2737.28 R - STATION OFFSET RIGHT FL 45.12 PCC , I TBC - TOP BACK OF CURB 1°' +50.00, 23.50'L // +47.42, 23.501 RIM - RIM OF STRUCTURE ° \�45.10 / 45.21 TOC - LIP - LIP OF GUTTER FL / +66.71, 34.00'L BLOCK 2 SW - SIDEWALK MA - MATCH XISTING BLOCK 3 45.42 CL/PC 44.75 FL O w EP - EDGE OF PAVEMENT N O +84.70, 0.00' +78.27, 33.79'L Q FL - FLOW LINE z = TOC - TOP OF CONCRETE O 1 �, 45.10 00 45.41 PC 45.36 °- 1 w HP - HIGH POINT N / FL i -84.70, 23.50'L +90.02, 52.50'L Y Q CR - CURB RETURN w ui ti O 44.71 GB J \ \ A SEE DETAIL SHEET C2.16 POC - POINT ON CURVE - 45.57 ° 00�° �O� hp +09.21, 51.74'L w INT - INTERSECTION h`O 44.80 0 PRC - POINT OF REVERSE CURVE +50.00, 23.50'R . 1 c� � 2 +28.54, 49.69'L m 24" PIPE POTHOLE LOCATION °� \ 44.25 FL o oI I SHEET NOTES +31.22, 33.50'L D � TOP OF PIPE: 2737.97 45.07 �' � °p 3 ERR 2'OOq, 2 ) I I i FL / 1 ° 4q, IRR 44.76 TOC v � 46.55 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD +41.71, 33.99'L NOTES. 45.58 C L o D4 10 +01.04, 23.50'L `aa i s"P i s i s" / c/ 1 � 63)9 �� 1 4„ci 44.64 PT/GB i 24"ci-Ki 24"ci 24"ci 24"ci .. 2 24"ci 24"c B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. 45.41 PC 2 „ °-24"GI- O- R2 +51.84, 23.50'L N /22 PIPE `' +84.70, 23.50'R 24 24 2 ° C SECTIONS T C2.16 FOR TYPICAL ROADWAY STREET �•• '" 3 6.87% is"so i "so i8"s o )1 d01 0 2 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z 301 / 24" PIPE 0 1 E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO S. VERTEX WAY TOLERANCES WILL BE ALLOWED. doi 1.28% N 1.28% a01 301 301 301 301 301 301 h� _ -0.46% F. ALL STATION AND OFFSET LABELING RELATED TO EACH p� �; - - g: SPOT ELEVATIONS ARE REFERENCED TO THE ROAD 45.12 POC ° o ALIGNMENT. mv 46.56 CL +47.42, 23.50'R +0114 000' G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS 45.13 CL/POC 1 - - - - - . , . MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE +47.42, 0.00' o RIGHT-OF-WAY PERMIT. ° �= H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 2 CONTACT ACHD INSPECTION FOR VERIFICATION OF 44.69 CL/PT ° GB 46.55 COMPLIANCE WITH POLICY AND EXISTING PAVEMENT +4 .69 0.00' 44.67 PT 44.65 CL/ +44.64, 23.50'R +51.84, 0.00' +01.04, 23.50'R � MARKINGS. c GB I I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. \ +51.84, .64 44.64 R D I KEYNOTES S. VERTEX WAY PLAN AND PROFILE 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD O Z SUPPLEMENTAL STANDARD DRAWING SD-701. Z Q 0 30 60 90 0 3 6 9 J W 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER z J Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. OINSTALL IL "A" PER 2757 2757 3 STA DARDEDESTRIAN DRAWING SD-71 ARAPP WITH TRUNCAT DC DOMES O z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = uj C) SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) 0 z AND SHALL BE COLORED 'TRAFFIC YELLOW'. m 0 Lu Q Z 4. INSTALL 4' WIDE VALLEY GUTTER PER ACHD I > 2754 2754 SUPPLEMENTAL STANDARD DRAWING SD-708. Z O Q Q 5. MAINTAIN 5.5' MINIMUM VERTICAL SEPARATION BETWEEN iz � II TOP OF EXISTING WILLIAMS PIPELINE AND ROADWAY 0 Q FINISHED GROUND. REFER TO "WILLIAMS DEVELOPERS' HANDBOOK", LATEST EDITION. CONTRACTOR TO _ LJ..I PVI STA: 23 34.26 COORDINATE WITH WILLIAMS GAS PRIOR TO AND DURING X PVI ELEV: 2 45.65 N CONSTRUCTION. = LJ..I >_ W 2751 K: 10. 1 rr 2751 Q FZ II 0 w HIGH PT. STA: 3+ 2.17 O > HIGH PT ELEV: 27 5.60 N w r- O rn Q oun LijII X 2748 N I w 2748 w0/ N N w I.J� N N Qi�i w r - -- g j m j W / m w J m FINISHED GROUND x N 2745 -0 46% 2745 Ln o _ _ _ _ - - - - - - / EXISTING GROUND z 2742 - - - - - - / 2742 Lo \ / o V O 00 H Q 0 2739 2739 N O N N N Q N K Q N 2736 ' 2736 ENGINEERING N 9233 WEST STATE STREET o N N BOISE,IDAHO 83714 'a < PHONE(208)639-6939 o kmengllp.com N EXISTING GROUND CENTERLINE DESIGN BY: LCK 2733 FINISH GROUND CENTERLINE 2733 DRAWN BY: LCK/SRM Z if g CHECKED BY: LCK a oo 00 O � O 00 g N o o0 o� 0 0) 00 � � - . 0 DATE: NOVEMBER 2020 N N N N PO N 't 'tO LOL r � � � � � � � r r � r r � � r � � � � � � � r PROJECT: 20-124 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 N N SHEET NO. 0 N 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 C2.3 0 N a SHEET LEGEND �.`'S\rj A L f NC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION F \C ENS F149 'LF STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 SEE ROADWAY PLAN REFER TO LAKE HAZEL AND LOCUST GROVE q�1/20/20 P�o v SHEET C2.1 ROADWAY AND UTILITY IMPROVEMENT PLANS GRADE BREAK OF N C. KEN 39.38 LIP w +70.25, 32.231E 43.08 PC I - - - -- - - -- - SAWCUT LINE 39.88 TOC BLOCK 1 +13.71, 27.001E I� +79.01, 36.901E O � 43.07 GB I _j 39.29 FL o SEE DETAIL SHEET C2.16 +11.81, 27.001E Lu +78.97, 28.761E m 40.95 GB 43.17 CL Q CIVIL ACRONYMS 39.62 PT/GB I o = w o 1 +23.17, 27.001E +13.71, 0.00' +90.50, 27.001E 1 Lu 39.86 � ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 40.15 40.66 I 41.53 CL/GB 43.66 CL/GB R 40.20 CL/GB +50.00, 27.001E 40.50 � 1 �� Q FOLLOWS: +22.50, 27.001E +50.00, 27.001E o +22A .67, 0.00' +1 1.31, 0.00' +91.001 0.00' +11.50, 27.00'L 42.33 w ui 0 40.31 40.60 41.11 i, 6 41.38 43.45 STA. - ROADWAY STATION FROM CENTERLINE 40.10 40.96 N +05.67, 6.001E a 6, +50.00, 6.001E +22.50, 6.001E +50.00, 6.001E +16.67, 6.001E +05.31, 6.001E CL - ROADWAY CENTERLINE o° °° 4 +97.00, 6.001E +11.50, 6.001E o r PC - POINT OF CURVATURE c 3 3 3 PT - POINT OF TANGENCY 50 as„a as„a as„a as„a I ELE. - ELEVATION L - STATION OFFSET LEFT 40.31 CL/INT / p� R - STATION OFFSET RIGHT +37.00, 0.00' �° 4p9, 2 1 b� 2 b� b� 2 TBC - TOP BACK OF CURB 0 2 �°��'�// N 0 I o +3+00 AK AVE. 0 1.12% } 0 1 } o RIM - RIM OF STRUCTURE ci � v 1 Ic�i 1 I N I N 1 7 40.76 LIP - LIP OF GUTTER 0 0 / +28.50, 0.00' 42.39 15 ' SW - SIDEWALK MA MATCH EXISTING - - - I - - - +99.67, 0.00' - - + - - _ EP - EDGE OF PAVEMENT z 1.24% R 41.06 R6' R6 FL - FLOW LINE C 6' +05.50, 0.00' R6' TOC - TOP OF CONCRETE 1 0 5 1 0 0 1 ' HP - HIGH POINT N M� o O 40.13 GB o o CR - CURB RETURN Lu D4 4 2 N +67.00, 44.48'R D4 2 gpa N N ) M„z� POC - POINT ON CURVE ~ g g AM INT - INTERSECTION 60° 6 PRC - POINT OF REVERSE CURVE o 00 6.42% 5.42% R,3p, 00 ° 3 o �� ° 3 e 3 SHEET NOTES e 40.10 L40.31 40.60 40.96 41.11 42.33 43.45 A A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD l +11.50, 6.00'R 7438 95 GB +97.00, 6.00'R +50.00, 6.00'R +22.50, 6.00'R +50.00, 6.00'R +05.31, 6.00'R NOTES. 4 1 4 3.17, 27.00'R +05.67, 6.00'R I= 39.62 PT/GB 39.86 40.15 PC 1 40.50 PT �40.66 43.07 GB o N +90.50, 27.00'R +50.00, 27.00'R +23.50, 27.00'R +50.00, 27.00'R B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. +10.50, 27.00'R +11.81, 27.00'R Lu 39.45 FL 40.25 TOC 2.16% 40.60 TOC +16.67, 6.00'R 43.08 pQ C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET O +78.97, 28.76'R +37.63, 37.50'R 7 +96.37, 37.50'R +13.71, 27.00'R m I SECTIONS. 40.03 TOC 39.78 FL 40.22 FL ° I z w +79.01, 36.90'R +46.86, 37.39'R +87.14, 37.39'R BLOCK 2 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. C 39.88 LIP 40.38 LIP +52.95, 44.48'R +81.05, 44.48'R O I E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO � 40.25 PT 40.36 LIP TOLERANCES WILL BE ALLOWED. +53.50, 57.00'R +79.38, 49.54'R I F. ALL STATION AND OFFSET LABELING RELATED TO EACH 40.33 LIP SPOT ELEVATIONS ARE REFERENCED TO THE ROAD C I +78.50, 57.00'R / ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS S. PEAK AVE . PLAN AND PROFILE CONTACT ACHD INSPECTION FOR VERIFICATION COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 30 60 90 0 3 6 9 I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' KEYNOTES 1. 6" VERTICAL CURB (NO GUTTER) PER ISPWC STANDARD O Z DRAWING SD-701A. Z Q 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Z J SUPPLEMENTAL STANDARD DRAWING SD-701. O _ 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. v) O Lu 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC / Q C 0 2754 2754 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES G z PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES 0 Lu SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE m - \ Q (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) - / z _ AND SHALL BE COLORED 'TRAFFIC YELLOW. Z O Q J + ao 5. INSTALL 4' WIDE VALLEY GUTTER PER ACHD 2751 2751 SUPPLEMENTAL STANDARD DRAWING SD-708. v) Q 5� a Lu CO 6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND W > U) 7 GUTTER TO 6" REVERSE PAN VERTICAL CURB. Q r Sri 11 = uj Y 7. INSTALL 6" REVERSE PAN VERTICAL CURB PER ACHD Q Q o N N N SUPPLEMENTAL STANDARD DRAWING SD-701R. Lu + O m 2748 11 � N 2748 0 �O II Q� J m (n II o o 0 Ld o II Qj x 0 C�Dw Lu I.J� 0 Z N 2745 N Y m u 2745 Q N II � N Qw X > m C� Lu wLd II N J Ld M Z L'i 0 > z 0 w FINISHED GROUNDAT ND. REFER 2742 PLAN LF R ELEVATIONOS. - 2742 V 0 - =1-13%- - - - - - - - - - - - - - - - - - - - - - w - - - 0.40 ° LL 2739 - - - - - - - - EXISTING GR UND 2739 a Q O D Q d 0 N 0 a 2736 2736 N E N G I N E E R I N G EXISTING GROUND CENTERLINE 9233 WEST STATE STREET o FINISH GROUND CENTERLINE BOISE,IDAHO 83714 2733 2733 PHONE(208)639-6939 o kmengllp.com a 0 r c0 N N r C14 C14 " 00 � O N rro r r °ec0 0r0 0r0Ln 00 rn O - N 00 rn O N r) DESIGN BY: LCKrn o 0) N N N 0) 0o 0 0) o 0 0 O 0O 0O 0 0 0 • o 0) N M M r7 Nt 't r, r r r DRAWN BY: LCK/SRM r r r r r r r N N N J N N N N N N N N N N N N N N N N N N N N N N N N N N N N CHECKED BY: LCK a o DATE: NOVEMBER 2020 u PROJECT: 20 124 F- 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 SHEET NO. V Q N ti O N a SHEET LEGEND �.`'S\pN A L f NC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION F \CENSF149 'LF STA., OFFSET SIDE m SEE ROADWAY PLAN I SHEET C2.10 1.50% FINISHED GRADE SLOPE 116860120120 0 39.21 TOC SEE DETAIL SHEET C2.16 BLOCK 6 SEE DETAIL SHEET C2.16 y �4r P� v +566 26.871E O4 GRADE BREAK �,5, F OF �� a �, 38.62 FL m o BLOCK 7 v~i I O O7 O O //�/ C. KEN +56.90, 18.381E w SEE ROADWAY PLAN 39.05 PT of 1 17 39.76 LIP Q A SHEET C2.8 +66.48, 16.501E ~ I ~ - - - -- - - -- - SAWCUT LINE I o +08.91, 20.82'L 38.92 CL 39.34 0 J 39.90 PC ui 39.95 PT 39.62 39.22 +66.50, 0.00' +50.00, 16.50'L 0 +93.48, 16.501E RR +66.48, 16.501E +50.00, 16.501E +50.00, 16.501E 38.97 GB 39.22 CL o 40.09 40.04 CL 39.70 CL 39.30 CL 5 +80.00, 16.501E +50 00. 0.00' 18 M +88.48, 16.501E +66.48, 0.00' +50.00, 0.00' +50.00, 0.00' lO CIVIL ACRONYMS O R20 4 R20 I 4 4 w N ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS ° ro 12"SD O ° S 18"SD 18"SD 18"SD �° ti FOLLOWS: 39.14 CL/INT � ��p U 0. 4p% R� 0� STA. - ROADWAY STATION FROM CENTERLINE +30.00, 0.00' 3q o S. STEEPLE AVE. O p 9 46o O _ O J CL - ROADWAY CENTERLINE o 10 `0 I 0.60% 2 11+00 0.54% 12+00 1 13+00 `A 14+00 3 15+00 0.40 3 16+00 ' w PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION 0.54% ' U L - STATION OFFSET LEFT 0 0 0.40% 0 0 m 13q% 2 0 1 0 0 3 g 01 3 R - STATION OFFSET RIGHT ff TBC - TOP BACK OF CURB w LIP - LIP OF GUTTER 4 t °° 2 2aL4ii4MA - MATCH EXISTING W SW - SIDEWALK 38.84 CL/GB 39.34 3984 3 39.99 CL 40.18 CL/INT/GB 39.95 39.62 39.22 (� EP - EDGE OF PAVEMENT N+80.00, 0.00' +50.00, 16.50'R +43.01, 16.50'R +93.48, 0.00' +30.00, 0.00' +66.48, 16.50'R +50.00, 16.50'R +50.00, 16.50'R FL - FLOW LINE z wv 38.97 GB 39.71 39.90 40.10 GB TOC - TOP OF CONCRETE O +80.00, 16.50'R +48.01, 16.50'R +93.48, 16.50'R +30.00, 16.50'R HP - HIGH POINT N.05 PT 10 CR - CURB RETURN w66.52, 16.50'R FL C O O O O4 O5 O6 O POC - POINT ON CURVE - INT - INTERSECTION w +56.92, 18.39'R BLOCK 5 PRC - POINT OF REVERSE CURVE 39.32 TOC SHEET NOTES V) L +57.01, 26.88'R uj A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 2 NOTES. B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS S. STEEPLE AVE . PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 30 60 90 0 3 6 9 CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. KEYNOTES ® L/) 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O Z GUTTER TO 3" ROLLED CURB AND GUTTER. Z Q W J 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD Z J SUPPLEMENTAL STANDARD DRAWING SD-701. O L.L 3. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD v) O z SUPPLEMENTAL STANDARD DRAWING SD-702. \ = w C)4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER /- Q C Z 2751 2751 ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 C) G Q 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC m > Z UJ STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES Q PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Z O J SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q 0 (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) - LLJ o AND SHALL BE COLORED 'TRAFFIC YELLOW. (/) Q > 2748 � 2748 Q - Q O O rr W W = w J + o II C O c W o °° W II coo O 2745 Q o N 2745 0 M � 00 U Qvi LLI Or Y � � U IIO/ N N W � Lurr LL cwi� II m Z w II Q 2742 Z w J 2742 X N FINISHED GROUND Z a .54% -0.4 % E 2739 2739- - - - - - - - - - - - - - - - - - - - -- oEXISTING GROUN a z i� 0 2736 2736 0 s a 0 0 U) 0 N EXISTING GROUND CENTERLINE ~ 2733 FFINISH GROUND CENTERLINE 2733 5; Icrn 0v3p, rN rN� rnr N o � 0� 0 N (D � N 0jco rN- 0, MCj rnOCq rom ro CD N O co co Nrn0) O 00 o rn co co r- ' 00 00 O � O O r- cD r) N O 0) co E N G I N E E R I N G 0 r� CY) 0) � O � O � O 00 � O � O � O � � Or7 r7 r7 r7 r7 r7 r7 ro r7 O r7 r7 ro � n ,o n 9233 WEST STATE STREET N � N N N N N N r- r N N N N r N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83714 'a PHONE(208)639-6939 o kmengllp.com a 0 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 F_ SHEET NO. V Q N •VC■ ti O N a SHEET LEGEND SEE ROADWAY PLAN SS\ONAL t- SHEET C2.8 ��, r.ENS �ELE. & DESCRIPTION FINISHED GRADE ELEVATION D BLOCK 6 SEE ROADWAY PLAN II �I STA., OFFSET SIDE SEE DETAIL SHEET C2.16 v~i� SHEET C2.1 SEE DETAIL SHEET C2.16 39.96 LIP +79.22, 18.21'L 1.50% FINISHED GRADE SLOPE 16860 2 39.01 TOC O O +41.47, 26.40'L 1 �� BLOCK 8 38.43 FL 40.12 TOC N r J,�11/20/20 0 +73.00, 21.48'LLu y�F �0 m o +41.52, 18OB 27'L m o O C� OF A �j 38.80 w� A of 39.84 FL N BLOCK 5 GRADE BREAK �N j +29.98, 16.5 p +73.05, 16.56'L ui N C. 1� 38.52 J 40.04 PC/GB 10 v+25.02, 16.50 0 +67.00, 16.50'L:: as gA - - - -- - - -- - SAWCUT LINE 38.82 38.60 CL/GB 5 (6 o O 40.12 CL/GB +50.00, 16.50'L� 00 +25.02, 0.00' � 2 ° R3 40.51 rn 0 ° a 3 00 ��° I +50.00, 16.501 3 C6 odd° R201 CIVIL ACRONYMS rn D as„aL as„aI s,aL as„aL 39.44 CL/INT 18•'sD 18"sDCO w� 2 +83.50, 0.00' �� ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: ' 0 2 S. STEEPLE AV 2 0 S. PEAK AVE. 0 ' so� o T ^ o 1 l , N 0.40% 17+00 6 0.40% f 12+00 0.40% 0 3 00 STA. - ROADWAY STATION FROM CENTERLINEuj 1.44% � N �i 0.60% rn = - - - o ur CL - ROADWAY CENTERLINE o rn ' PC - POINT OF CURVATURE C 40.59 CL o o h� PT - POINT OF TANGENCY 0 2 1 " "" 2 o +00 00, 0 I00' � � +50.00, 0.00' N N O.40q, `• � / ELE. - ELEVATION ^ Z Q L - STATION OFFSET LEFT l ! R - STATION OFFSET RIGHT N rn 00 �Os 40.51 3 TBC - TOP BACK OF CURB 2 4 3 m 2 i ao �� +50.00, 16.50'R 3 �° ° p ° 7 0 ps RIM - RIM OF STRUCTURE 38.90 CL 38.52 GB +50.00, 0.00' +25.02, 16. 4 5 40.04 PC/GB o(6 LIP - LIP OF GUTTER 1 +67.00, 16.50'R MA - MATCH EXISTING 738.82 38.80 PC I O 39.79 FL O SW - SIDEWALK Ln +50.00, 1 6.50 R +30.02, 16.50'R +73.05, 16.56 R EP - EDGE FL - FLOW LINE PAVEMENT z 38.53 FLJ 40.06 TOC TOC - TOP OF CONCRETE O +41.52, 18.25'R O HP - HIGH POINT N A 39.11 TOC A ui +41.47, 26.38'R W CR - CURB RETURN BLOCK 9 +79.22 918821 IR° IOC _ INTE SEC TION CURVE w ~ O O 10 PRC - POINT OF REVERSE CURVE z I� BLOCK 5 SHEET NOTES W A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET SECTIONS. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS S. STEEPLE AVE . PLAN AND PROFILE S. PEAK AVE . PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. KEYNOTES ® L/) 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O Z 2751 2751 GUTTER TO 3" ROLLED CURB AND GUTTER. Z Q w 2751 2751 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z J J w SUPPLEMENTAL STANDARD DRAWING SD-702. O _1 003. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER � O ~ DC o ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. z 11 = 0 0 \ = W 2748 2748 0� 0 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC / Q C z C) 2748 + 0 2748 STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES G o + + M PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES 0 LJJ Q Q U) r II SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE m - > Z + II a o, II II (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Q Z r o N N 04 AND SHALL BE COLORED 'TRAFFIC YELLOW'. LA Z O Q 2745 II N 0) 2745 0 Z 5. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE Q J N COD O N 2745 m N w o N 2745 PER ACHD SUPPLEMENTAL STANDARD DRAWING Q 0 ; Lu SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE Q > Y rr- v w II m N II ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE _ w N (n II Q w w II w DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. = LJJ J Of ww 0w Q � ~ w w II Z w Of w Z 6. INSTALL TERMINUS BARRICADE TYPE III PER ACHD Q w Q 2742 < bj 2742 SUPPLEMENTAL STANDARD DRAWING SD-1 132B. 0 wLu BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM 0 w 2742 2742 WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O L PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO 0 FINISHED GRO ND BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. Q vi EXISTING GROUND -0.40% 7. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ISPWC X O 0.60% STANDARD DRAWING SD-712H, WITH TRUNCATED DOMES L 2739 _ 1.44% _ - _ - 2739- _ _ _ - - - - - - - - - - - - _ - _ _ - _ _ _ - _ PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES - - - _ - - - - 2739 2739 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) FINISHED GROUND AND SHALL BE COLORED 'TRAFFIC YELLOW'. X N M z 2736 A 2736 0 Q 2736 2736 E N o N N STORM DRAIN iv SYSTEM 2733 2733 2733 2733 0 s a EXISTING GROUND CENTERLINE 2730 FINISH GROUND CENTERLINE 2730 EXISTING GROUND CENTERLINE 2730 FINISH GROUND CENTERLINE 2730 0 00 co °r° co pNp 6) N r � 0 co 00 00 c6 00 m 06 00 'i M m r CO N n rM M n n r7 �`� co I� r ro . N r r N . Icim Lo rN rN NN � N rN � N � °ice °ice E NGI N E E RI NG N N N N N N N N o O o O O o N N r t N N r N N� N N N r N N N N� 9233 WEST STATE STREET� N 3 o BOISE,IDAHO 83714 3 16+20 16+50 16+80 17+10 17+40 17+70 18+00 PHONE(208)639 6939 0 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 kmengllp.com DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N ti O N a SHEET LEGEND ASS\ANAL t- *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION \CENSF1 yF STA., OFFSET SIDE 1.50% 6860 m 40.63 GB ~i SEE ROADWAY PLAN +89.55, 35.50'L 41.35 � � FINISHED GRADE SLOPE 0 11/20/20 0 Lu40 88 SHEET C2.8 55, 35.50'L BLOCK 5 �� v +02. 9TE' OF \OPT 2 O +76.55, 35.50'L 40.85 PC 16 GRADE BREAK y C a 10 +02.55, 31.50'L cn 40.44 PT 19 18 17 15 14 13 40.39 PT/GBH° 40.74 FL "' +66.45, 16.501L SEE DETAIL SHEET C2.16 +76.55, 31.50'L +02.74, 26.93'L SEE DETAIL SHEET C2.16 - - - -- - - -- - SAWCUT LINE 40.37 FL 40.50 TOC 2 41.12 TOC c� +76.36, 26.93'L m � +56.96, 26.87'L +10.72, 27.00'L o 40.90 TOC 39.96 FL +68.38, 27.01'L 40.99 PT 0 0 +56.88, 18.37 L +1 55, 16.501 I BLOCK 9 40.77 PC 41.09 41.23 GB _ J CIVIL ACRONYMS 40.06 LIP +61.55, 16.50'L O +48.73, 23.46'L 5 5 +42.96, 16.50'L +30.00, 16.501 � ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 3 I s 40.52 40.91 41.32 CL/INT/GB o 40.61 � �•,� 40.08 MM FOLLOWS: R20' +99.97, 16.50'L 1.53%2.67% e A +47.96, 16.501 +30.00, 0.00' W o 4 2 a 0 4 2 2° 4 +50.00 2 + STA. - ROADWAY STATION FROM CENTERLINE a 16 50'L 50 00, 16 50'L �� o ° z° 9 Q 4 w CL - ROADWAY CENTERLINE o 18"sD 18"sD 18"sD 7.19% 5.57% ° N PC - POINT OF CURVATURE o "sD 8"sD 8"sD 8"sD ELE. - ELEVATION p� z U PT - POINT OF TANGENCY 40.48 CL/INT .ham/ S +30.00, 0.00' `'// A y 5 2 0 �� 6 1 3 o N 3 0 S. CAPSTONE AVE. 0 3 J L - STATION OFFSET LEFT 0 0.60% 040 1 1+00 N 040 �`. 12+00 N 13+00 0 py 14+00 f py 15+00 py 16+00 ' w R - STATION OFFSET RIGHT CN TBC - TOP BACK OF CURB l �- - - r�� w RIM - RIM OF STRUCTURE "" 65 2 1 2 1 1 R� GUTTER Dv�03. 3 3 ' v MA - MATCLIP - LIP H F EXISTING g g g V) SW - SIDEWALK b� I ��° EP - EDGE OF PAVEMENT z W FL - FLOW LINE O4 4 0A 4 ® 4 5 w TOC - TOP OF CONCRETE O 40.40 CL 40.99 CL 41.28 41.04 PT 40.69 JCLJ 40.16 CL ` HP - HIGH POINT N +00.00, 0.00' 19 +47.96, 0.00' V) CR - CURB RETURN ui 40.03 FL +88.55, 16.50'R R +66.55, 16.50'R +50.00, 0.00' +50.00, 0.00' POC - POINT ON CURVE Lu ~ +56.93, 18.40'R 40.52 41.11 41.09 PC_j 40.61 40.08 INT - INTERSECTION 40.59 TOC +00.03, 16.50'R +47.96, 16.50'R +93.55, 16.50'R +50.00, 16.50'R +50.00, 16.50'R PRC - POINT OF REVERSE CURVE +57.04, 26.89'R SHEET NOTES 40.26 CL/GB C 18 � A +66.45, 0.00' O N A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD Lu NOTES. 40.39 PT/GB Y +66.55, 16.50'R BLOCK 3 N 11 12 B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. Lu O 10 C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET e SEE ROADWAY PLAN JBLOCK 4] SECTIONS. 0 SHEET C2.10I D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS S. CAPSTONE AVE . PLAN AND PROFILE MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 30 60 90 0 3 6 9 CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. KEYNOTES ® L/) 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O Z GUTTER TO 3" ROLLED CURB AND GUTTER. Z Q Lu J 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z LL SUPPLEMENTAL STANDARD DRAWING SD-701. Q O _ = 3. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD v) O z a- SUPPLEMENTAL STANDARD DRAWING SD-702. > = w z 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER - Q C Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 0 0 G 5. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC m _ w z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES > Q 2751 2751 PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES Z O SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Q Lu O (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) _ > O AND SHALL BE COLORED 'TRAFFIC YELLOW. (/) 0 Q 0 o ,n + 6. INSTALL 4' WIDE VALLEY GUTTER PER ACHD W _ Lu �_ SUPPLEMENTAL STANDARD DRAWING SD-708. = LJ..I Z 2748 + o a N 2748 Q II U) ) I V oH NM 0 U O N Z O C) ` O wNN X 2745 V�2745 w O N II m zJ 0-1 � W II - W W o ~ J Q o Z W J v X M 2742 2742 a FINISHED GROUND Z O a 0.4 % 0.52% E -0. 0% - - - - - - V 2739 E ISTING GROUND 2739 Z 0 a O Q O H 2736 2736 0 0 N N N N Q N a EXISTING GROUND CENTERLINE 0 2733 FFINISH GROUND CENTERLINE 2733 E N G I N E E R I N G 9233 WEST STATE STREET o ao co N co 00 O N � 00 o � 00 N r Ln rn BOISE,IDAHO 83714 > N M M �n co 00 0) O N N O 0) r �n N � r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 ( )639-6939 o rn r7 kmen II com 0 0 0 0 0 0 0 0 0 0 0 0 o ai of a r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r gp 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 N N N N N N N N DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N • I7 ti O N a SHEET LEGEND CIVIL ACRONYMS SHEET NOTES KEYNOTES ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND �Sg\ONAL fiyG� *,�ELE. & DESCRIPTION FINISHED GRADE ELEVATION FOLLOWS: NOTES. GUTTER TO 3" ROLLED CURB AND GUTTER. F CENS 10 yF STA., OFFSET SIDE STA. - ROADWAY STATION FROM CENTERLINE B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD 1.50% CL - ROADWAY CENTERLINE SUPPLEMENTAL STANDARD DRAWING SD-701. 16860 FINISHED GRADE SLOPE PC - POINT OF CURVATURE C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET 0 11/20/20 0 PT - POINT OF TANGENCY SECTIONS. 3. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Q ELE. - ELEVATION SUPPLEMENTAL STANDARD DRAWING SD-702. qTF \5) v GRADE BREAK L - STATION OFFSET LEFT D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. �,5, OF R - STATION OFFSET RIGHT 4. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ��/�/ C K\\J TBC - TOP BACK OF CURB E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. - - -- - - -- - - SAWCUT LINE RIM - RIM OF STRUCTURE TOLERANCES WILL BE ALLOWED. LIP - LIP OF GUTTER 5. INSTALL 4' WIDE VALLEY GUTTER PER ACHD MA - MATCH EXISTING F. ALL STATION AND OFFSET LABELING RELATED TO EACH SUPPLEMENTAL STANDARD DRAWING SD-708. SW - SIDEWALK SPOT ELEVATIONS ARE REFERENCED TO THE ROAD EP - EDGE OF PAVEMENT ALIGNMENT. 6. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC FL - FLOW LINE STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES TOC - TOP OF CONCRETE G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES HP - HIGH POINT MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE CR - CURB RETURN RIGHT-OF-WAY PERMIT. (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) POC - POINT ON CURVE AND SHALL BE COLORED 'TRAFFIC YELLOW. INT - INTERSECTION H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS ,,, PRC - POINT OF REVERSE CURVE CONTACT ACHD INSPECTION FOR VERIFICATION OF 7. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE Q COMPLIANCE WITH POLICY AND EXISTING PAVEMENT PER ACHD SUPPLEMENTAL STANDARD DRAWING MARKINGS. SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. I T P 39.67 o +00.26, .67 PT 40.11 SEE ROADWAY PLAN 8. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SEE DETAIL SHEET C2.16 I ' I I p II w SHEET C2.7 SUPPLEMENTAL STANDARD DRAWING SD-1132B. 40.54 LIP I 39.60 FL +00.27, 35.501E BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM +50.21, 21.741E N > +00.10, 27.001E 40.50 WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. SEE ROADWAY PLAN Q 40.13 TOC +26.27, 35.501E ,� 00 u' PAINTED SIGNS NO LONGER ALLOWED. INSTALL "ROAD TO EG BLOCK 5 O 40.97 TOC o oc 1 w SEE DETAIL SHEET C2.16 > 11 Ln +41.44, 26.411E Lu SHEET C2.2 SEE ROADWAY PLAN BLOCK 5 +92.09, 27.001E 40.03 PC Q BE EXTENDED IN THE FUTURE" ON TYPE III BARRICADE. 12 40.40 FL O o w SHEET C2.5 40.27 PRC/GB +26.26, 31.521E Z Z 40.00 PC O � 10 +85.26, 16.501E O 9• INSTALL PEDESTRIAN RAMP TYPE "H2" PER ISPWC +41.49, 18.271E 2 18 00 N +91.40, 13.001E 40.43 PC F- STANDARD DRAWING SD-712H, WITH TRUNCATED DOMES A/� w 39.96 PT GB V) N 40.76 PC N B 40.18 PRC 40.43 TOC / +70.77, 16.50'L n a I PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES g +84.37, 14.751E +78.46, 16.501E °' Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE > +29.94, 16.501E o z 39.20 PC D 12'sD +99.90, 19.501E 39.94 FL u w F- ^ 39.71 GB 40.63 CL 0 � +13.54, 16.50'L 40.11 PC 39.85 FL 40.05 PRC +26.43, 27.001E vi (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) � - 1 , +20.96, 16.501E +29.94, 0.00' 39.01 +77.33, 16.501E +99.90, 12.501E +71.43, 14.75'L 6 6 AND SHALL BE COLORED 'TRAFFIC YELLOW'. Z �39.79 CL/GB a 39.51 PT 40.51 GB 40.40 TOC 40.51 41.05 CL/INT +08.54, 16.501E 39.93 1.75% 0 12 SD 6 2 +86.54, 16.501E RR 6 +34.44, 27.001E 40.79 PT +24.94, 16.501E +83A .50, 0.00' +50.00, 16.501E r +20.96, 0.00' R3p� 7A �, ° R 2 +43.77, 16.501E +27.90, 13.001E 4 2 i o �o�° - 39.09 4 4 R 15' 4 �° 20' R20 4 7 Z - 40.17 PC 40.61 +88.92, 16.501E '�° �'� 7.14% 15 6.49% 2 0' 7289 �� s +64.40, 13.001E R �6 +48.77, 16.501E rn S. CAPSTONE AVE. 0 90% \�° O g D4 0 3g b\ ro b\ 5 q0% `�9y g D4 g 1 �� 40.70 °°ss 3 1 0 2 E. SPIRE ST. o 0 3 f 0 3 0.78% I ® o. f o 0.66% R 15' 0.66% f o 0.50% 0 f o 1 N r' 0.95% +67.46, 16.501E N 17+00 0 8 1 +00 0.40% 13+00 N 14+00 R 15' N 16+ 0 0.50% N rn 0 39.17 CL O o R15' p•Spg ��1��/ sus ° R15' 0 l 0 L41 .78CLT 1 +88.92, 0.00' 3 rn N �° N 3 N 31 1 N EG EG6 67.46, 0.00' b� 009 I I 39.09 7 20 N _ 0� ° p +-88.92, 16.50'R �° 40.70 4 r �� 4 a a 4 9zwr `V a 'Ar, 4 a 4 +67.46, 16.50'R Z a �< o 0 o,a a 40.53 6 7 39.80 CL 39.84 CL GB 40.28 PT 7 rn 39.71° GB � � 39.01daCL/GB 39.14 CL INT 12 so / 40.48 CL/INT rn +20.96, 16.50'R m o+27.49, 16.50'R �� / 0 +50.02, 0.00' o u; +78.46, 0.00' +07.22, 0.00' +29.51, 0.00 m +50.00, 0.00' +41.26, 16.50 L m o 40.78 PC o I I 38.93 GB 39.06 0l �j 39'72 > 39.76 PT/GB 40.15 CL 40.40 o +32.49, 16.50'R °; +29.51, 16.50'R o +50.00, 16.50'R 4 +78.46, 16.50'R +41.26, 0.00' +07.22, 16.50'R +50.02, 16.50'R I Q v � 40.40 FL v J 39.90 PC o wa 39.84 PRC 40.07 40.06 LIP N Q +41.48, 17.35'R o +77.33, 16.50'R zv)� I +71.43, 14.75'R +41.26, 16.50'R +83.79, 18.761E 13 , ` 0 40.97 TOC o B 39.97 PRC `n 39.96 PCC/GB ' +41.44, 25.23'R W \ +84.37, 14.75'R +64.40, 13.00'R O3 �I 14 C 4 3 40.06 PCC/GB e 39.88 LIP O O O O +91.40, 13.00'R O BLOCK 9 BLOCK 4 � BLOCK 8 O 39.84 FL O +46.69, 19.95'R \ +99.90, 13.98'R � 40.32 CL/INT +27.89, 0.00' 40.13 TO SEE ROADWAY PLAN O O +99.90, 19.339 96 LIP SHEET C2.6 z z W +09.10, 19.95'R I I I 11,11 z W O o _1 S. CAPSTONE AVE . PLAN AND PROFILE E . SPIRE ST. PLAN AND PROFILE Ln O z o o � 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 > Q LJJw Q G C) Plan/Profile Scale: 1 - 30 Profile Vertical Scale: 1 - 3 Plan/Profile Scale: 1 - 30 Profile Vertical Scale: 1 - 3 m 0 W Z Q Z p - z 2751 2751 2751 2751 Q > Q Q _ Q 7w Ln Lu 0 00 � N w ` L + + oo + Q 2748 r 2748 2748 N 0 + - 2748 II rn ,n o Q c~n °0 `� 0 II Q O Q U w rn + + + � � 00 v ,N Zr N I � O O Q Yto N N 0 X Z O z Nao wN N w m 27452745 I 2745 2745 o �zJ Z I wo m� w Q Ljj Ljj � � Q Uww z _ >cw zwm m QwI N Q w > V w Q � w 2742 2742 2742 m w Z w 1 2742 0 a INISHED GROUND D0 78% - - - - - - - FINISHED GROUND - 0.50% - - o - - - - - - - - - - - - - - -0.95% _ - - - - - 0.50% - - 0.66% _ _ - - - - z 2739 XISTING GROUN 2739 2739 -0.40% 0.66% _ - - - - - - - - - - - - 2739 0 - - - - - - - - - - EXISTING GROUND a Q O a STORM DRAIN SYSTEM 4 N 2736 2736 2736 2736 o a N o z N N a EXISTING GROUND CENTERLINE N EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE 2733 2733 FINISH GROUND CENTERLINE 2733 E N G I N E E R I N G 2733 9233 WEST STATE STREET o BOISE,IDAHO 83714 r PHONE(208)639-6 939a O) 0 co 0 N O O O O O O _ O N N _ 17 00 _ C _ 00 0)) CnO O 7o N Cn O O N i t kmengllp.com a 0 0 0 0 0 00 0o ai 00 C6 00 ; 0 0; 0) o; 0O 7 60 r7 4 r) O O O o � ro O DESIGN BY: LCKNN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWN BY: LCK/SRM z g CHECKED BY: LCK 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 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 DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N ti O N a SHEET LEGEND �.`'S\pN A L f NC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION F \CENSF149 'LF STA., OFFSET SIDE SEEETOADWAY PLAN 1.50% FINISHED GRADE SLOPE ��116860C2.1 0 0 BLOCK 6 120120 GRADE BREAK � OF MATCH LINE - " C. K 0 14 13 12 11 10 O - - - -- - - -- - SAWCUT LINE N SEE SHEET C2 . 10 w Lu SEE DETAIL SHEET C2.16 _ 0 t �' 37.95 TOC 38.09 CL/PT/GB ON 38.01 PT/GB +19.04, o.00' CIVIL ACRONYMS ui +79.03, 26.38'L 00 '•'-' +19.04, 16.50'R ~ O 38.01 PT/GB o0 Y 37.35 FL of 1 A o a 37.99 CL/POC/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +79.03, 18.23'L o +19.04, 16.50'L v~i +99.70, 0.00' FOLLOWS: .64 PT I 37.90 POC/GB 38.33 38.74 GB 38.21 PC "' 37.90 POC/GB uj +90.48, 16.50'L +99.70, 16.50'L I a STA. - ROADWAY STATION FROM CENTERLINE +50.00, 16.50'L +36.80, 16.50'L +40.48, 16.50'L ( +99.70, 16.50'R a .36 GB o Io CL - ROADWAY CENTERLINE37.87 GB co 38.42 CL 38.82 CL/GB 38.29 CL/PC v' 0 37.91 POC PC - POINT OF CURVATURE VJ'37 +95.48, 16.50'L +50.00, 16.50'L M +50.00, 0.00' +36.80, 0.00' +40.48, 0.00' o o +97.74, 16.50'R PT - POINT OF TANGENCY ELE. - ELEVATION 3 ti 3 �0 37.77 FL �O O o L - STATION OFFSET LEFT M +95.55, 15.67'R R - STATION OFFSET RIGHT 38.24 CL/INT `Ssry ao a L38.01 SW TBC - TOP BACK OF CURB +37.00, 0.00' RIM - RIM OF STRUCTURE b` S. ZENITH AVE. b` ig 689 +94.64, 24.50'R LIP - LIP OF GUTTER v 10 0 �M ' c_1.36% 1 +00 0.92% 2 0 12+00 13+00 0 Oy 2 14+00 / 6 MA - MATCH EXISTING ® - n- - - + - - - �- �r O ° SW - SIDEWALK ssco EP - EDGE OF PAVEMENT N N N FL - FLOW LINE z 1 2 O o 2 38.09 SW TOC - TOP OF CONCRETE O +81.17, 24.50'R ° HP - HIGH POINT N Off° b� 12 a CR - CURB RETURN Lu Lu 18"SD 18"SD 8"SD 18"SD 18"SD 37 83 FL ° O CURVE W F O O �66, 5 67'R POC - POINT ON CU L - 3 ® a 3 so C\ INT - INTERSECTION R +80 26 so 4 37.45 CL/GB 3 37.95 CL/GB 38.33 38.74 GB 3 38.21 PC 38.01 PO PRC - POINT OF REVERSE CURVE ,2 +95.48, 0.00' +50.00, 0.00' +50.00, 16.50'R +36.80, 16.50'R +40.48, 16.50'R +78.07, 16.50'R So b7.36 37.87 GB SHEET NOTES o +95.52, 16.50'R +50.00, 16.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 37.59 PT NOTES. I +90.52, 16.50'R 37.16 FL A B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. +79.03, 18.25'R 0 37.75 TOC C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET 7 +79.03, 26.40'R SECTIONS. 8 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z O O O O O O O O 10 E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 0 TOLERANCES WILL BE ALLOWED. � r7 F. ALL STATION AND OFFSET LABELING RELATED TO EACH BLOCK 7 SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Lu KEYNOTES ® J S. ZENITH AVE ./ E . STAKE ST. PLAN AND PROFILE 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O Z O 0 30 60 90 0 3 6 9 GUTTER TO 3" ROLLED CURB AND GUTTER. Z Q J � 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD Z Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' SUPPLEMENTAL STANDARD DRAWING SD-702. O 0 z 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER v) O z Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > 2 w Q 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 0 0 W PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE Co - > (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) Ln AND SHALL BE COLORED 'TRAFFIC YELLOW'. (n Z O W Y 5. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK Q 2748 2748 CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED Ln Q Q AGGREGATE. Ln O Oq 6. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD LJ..I LJ..I W 0 o ro O SUPPLEMENTAL STANDARD DRAWING SD-710. o + r- o Q W M co o M 6 0) o+ 0) + II L0 Q 2745 + fl 2745 0 = I I cn 00 Q NN II Q ,n Y00 X O z ZaMo QLn tea, wN � °� cn00 0 W O N N Y r M m Y M Q ^w L L N H Io WN W II WN WN 1..L m /r LLJ in 0fn 2742 � II � N m II of J m II WII 2742 \� zw WII Qw Q � Of J Of J CD W X Q �j CDW CAW N cr J CD W a Z O 2739 FINISHED GROUND 2739 E 0.47% -0.51% 84% 0.53% - - - - - - '1.36q - - - 0.92% Q - - - - _ _ 9 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - EXISTINC GROUND o 2736 2736 O V O a M 0 N O Q N Q O (n a 2733 N N 2733 Icrn E N G I N E E R I N G 3 EXISTING GROUND CENTERLINE 9233 WEST STATE STREET 2730 FINISH GROUND CENTERLINE 2730 PHONE(08)6 9-6939 o kmengllp.com a 0 O I- c0 00 O a0 N O O L0 O 0) � 0) 00 N rn 00 O 00 � � (0 O co (0 M L0 L0 L0 co co N co rn DESIGN BY: LCK r r r r r r r06 r r It r r r r r r rC6 r rod M r oo r r r M oo M oo M oo M ao oo ao M 00 ao ao M ao M rn r M ao ro r7 r� M r7 M r7 M M ro M M r7 M DRAWN BY: LCK/SRM r r r r r r r r r r r r r r r r r r a N r N r N � N N N N � N r N 04 N 04 N � N � N C N N N N N Cq N Cq N r N � N � N N N N N N N N N N N N N N N N N CHECKED BY: LCK a o DATE: NOVEMBER 2020 u PROJECT: 20 124 F- 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 SHEET NO. V Q N ti O N a SHEET LEGEND *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION �p� �,�CENSFD y STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 6860 J, 11/20/20 0 SEE ROADWAY PLAN MATCH LINE - GRADE BREAK OF N��v SHEET C2.5 N C• K SEE ROADWAY PLAN SEE SHEET C2 . 11 BLOCK 6 > SHEET C2.7 - - - -- - - -- - SAWCUT LINE Q O SEE DETAIL SHEET C2.16 O s w LLi BLOCK 4 SEE DETAIL SHEET C2.16 m m 71 _ ME m v w Q v 41.65 PT/GB 41.73 CL PT GB m d w w Og mJ O7 / / CIVIL ACRONYMS o s N I z I i +58.54, 16.50'L w �O +58.54, 0.00' /4 0 1 39.89 TOC vi 41.22 TOC o I 41.40 POC/GB u o 41.65 PT/GB ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS o +42.03, 23.47 L in o 1 z I a +57.03, 23.48 L I +12.55, 16.50'L Lu +58.54, 16.50'R FOLLOWS: J I 39.57 FL Q J I p 38.27 o f 39.10 u 41.01 FL 0 J 41.58 PC/GB -0 +42.02, 17.95'L 0 STA. - ROADWAY STATION FROM CENTERLINE a+50.00, 16.50'L +50.00, 16.501 vi +57.02, 17.97'L �- +80.07, 16.50'L 2 u _ a CL - ROADWAY CENTERLINE o 39.79 PC 41.95 GB vi +50, CL Og co Lq oM 39.18 CL �g a pg 41.38 PT 41.71 co o O 41.66 CL/PC/GB PC - POINT OF CURVATURE +50.00, 0.00' +50.00, 0.00' +32.53, 16.50'L +66.55, 16.501 +50.00, 16.50'L +10.00, 16.50'L +80.07, 0.00' 3 R20' 3 A1 PT - POINT OF TANGENCY �'•r•� 2 s s 2 / �, J 2 _ ELEVATION m s e s o / o`O 2� Sol L - STATION OFFSET LEFT 1� o o' � �``�° 41.51 POC R STATION OFFSET RIGHT J/ °0g 40.18 CL/INTg �� O f +33.35, 16.50'R TBC - TOP BACK OF CURB V b� 9g b\ ' RIM - RIM OF STRUCTURE o E. STAKE ST. o +69.02, 0.00' (9 o O 00 41.37 FL _ ' p4 D4 g E. STAKE ST. 1 o f 0.84% 0.84% 1 0 1 N y MA - MATCH EXISTING N 16+00 17+00 10 0 0.40% N 1 1+00 0.40% 12+00 0.54% N p.55% 9 O f O ��k 6� LIP LIP OF GUTTER +31.16, 15.67'R 41.58 SW SW - SIDEWALK m o l 0o � s s 1 0 0 °n +30.24, 24.50'R EP - EDGE OF PAVEMENT N 1 1.0 `� I 41.32 CL INT O I 4% 1 1 41.51 SW FL - FLOW LINE O 0 / 08 M +16.78, 24.50'R TOC - TOP OF CONCRETE ui ^ +30.00, 0.00' cn l 1 HP - HIGH POINT .e o 41.33 FL CR - CURB RETURN > ui N rn 2 2 �o R2� Sri, 2 a +15.87, 15.6 7'R POC _ POINT ON (CURVE Lu s G 41.40 POC/GB INT INTERSECTION 38.27 39.10 39.79 PC 3 R20' 3 41.80 CL 42.04 CL GB 41.58 PC GB rn PRC - POINT OF REVERSE CURVE 41.46 CL / / +12.55, 16.50'R +50.00, 16.50'R +50.00, 16.50'R +32.50, 16.50'R r 39.76 LIP +66.50, 0.00' +50.00i 0.00' +10.00, 0.00' +80.07, 16.50'R o. 41.48 CL/GB SHEET NOTES 39.63 FL +48.19, 21.08'R 41.38 PT 41.71 41.95 GB +12.55, 0.00'R +42.01, 17.96'R +66.45, 16.50'R +50.00, 16.50R +10.00, 16.50'R A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD 39.98 TOC 41.02 FL O4 NOTES. +42.00, 23.47'R +56.98, 17.95'R A 41.26 TOC A � a B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. 15 16 17 +56.97, 23.46'R a BLOCK 7 I I C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET SECTIONS. 16 15 ° 13 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z IR I� 14O O VV BLOCK 3 E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE E . STAKE ST. PLAN AND PROFILE E . STAKE ST./ S. CADENCE AVE . PLAN AND PROFILE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 CONTACT ACHD INSPECTION FOR VERIFICATION OF Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' COMPLIANCE WITH POLICY AND EXISTING PAVEMENT Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' MARKINGS. I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. W KEYNOTES 1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD O Z 0 SUPPLEMENTAL STANDARD DRAWING SD-702. Z Q 2. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Z W C) ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. O J z L.L 3. INSTALL PEDESTRIAN RAMP TYPE "H2" PER ISPWC Q (/) O z z STANDARD DRAWING SD-712H, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES > = uj Q SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE - Q C)(CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. m 0 W z Lu 4. INSTALL 20' WIDE CONCRETE DRIVEWAY. 6" THICK > � CONCRETE ON 4" THICK - 3/4" MINUS CRUSHED Z O z z Q LuAGGREGATE. Q J U 5. INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD (/) z SUPPLEMENTAL STANDARD DRAWING SD-710. Q 0 a Lu Lu� � U 2751 2751 2751 2751 Q o � L0 O 00 p w Ln + 00 N LO cn Lu + N + M X O Q N o IILu 2748 Q II II II 2748 Lnn 2748 2748 N � � � (n Q w a C/) W N aYa Y II Y � m LAIN Wcr N Ld of N N Q � N W II m of m II N m � > W II m II W Z 2745 o II w Q Q 2745 ry 2745 0 2745 W o- J 0 W Of J a W II 0W CAW z Cf) Of W V I- Z FINISHED GROUND a Z 2742 2742 2742 _ 2742 55% 76 - - - - - - - - - - - - - - - - - - - - - ° FINISHED GROUN _ _ _ _ _ _ _ - - - - - - - - EXISTINC GROUND N 2739 0.84% 2739 2739 2739 - - - - - - - - - - - - - - - - - - - - - - EXISTING GROUND o EXISTING GROUND CENTERLINE o EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE E N G I N E E R I N G 2736 FINISH GROUND CENTERLINE 2736 2736 2736 3 9233 WEST STATE STREET o BOISE,IDAHO 83714 a3N rMr M M M M M M M M � PHONE(208)639-6 939 NN no N coco r- m 00o O r N o roN ao N a 00 0 00 C14 rn ° cn 0) 00 . - o � Ln D r 00 O O' 0o kmengllp.com rn o o ° 00 � r 00 00 00o0 0 ; 0rn 06 06 0 I � � ,r r r r rr r r r r r r DESIGN BY:C14LCK r N r N N r N N N N N N N N N N N r r r r r r N N N NN N N N N N N r r r r r N o N N N N N N N N N N N N DRAWN BY: LCK/SRM z g CHECKED BY: LCK u 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 DATE: NOVEMBER 2020 D PROJECT: 20-124 SHEET NO. V Q N ti O N a SHEET LEGEND �.`'S\pN A L t- NC �ELE. & DESCRIPTION FINISHED GRADE ELEVATION F \CENSF49 'LF SEE ROADWAY PLAN STA., OFFSET SIDE SHEET C2.2 \ � 1.50% FINISHED GRADE SLOPE 6860 0 11/20/20 0 9 L GRADE BREAK �0 I OF NSw F NC. K \ 41.98 LIP BLOCK 4 +88.52, 24.64'L 9 _. L` - - - -- - - -- - SAWCUT LINE 41.82 FL O O O O O O +76.64, 18.25L \ 42.36 TOC +76.64, 26.401 42.77 CL/INT SEE DETAIL SHEET C2.16 42.21 PCB \ \ +18.65, 0.00' CIVIL ACRONYMS +65.15, 16.50'L o 42.03 CL/PT/GB o ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS N FOLLOWS: °�° p +60.43, 0. 0' �o oq of -I A 41.95 PT/GB 2.04% STA. - ROADWAY STATION FROM CENTERLINEuj j +60.43, 16.50'L, 4 CL - ROADWAY CENTERLINE o 42.02 J I 42.42 42.84 GB 42.46 '°- R30' PC - POINT OF CURVATURE c� 42.21 PC/GB � s S O N +50.00, 16.501 U +50.00, 16.501 +53.70, 16.50'L +50.00, 16.50'L W ° s� 6. �x PT - POINT OF TANGENCY +12.67, 16.50'L q1 X ' ELE. - ELEVATION 42.10 CL (6 "oM 42.50 CL 42.92 CL/GB 42.54 CL 42.29 CL/PC/GB o_ o �° L - STATION OFFSET LEFT rn +50.00, 0 00' +50.00, 0.00' +53.76, O.00 Q +50.00, 0.00' 42.27 LIP +12.67, 0.00' V,", N R - STATION OFFSET RIGHT 3 3 m3 +88.52, 24.64'R TBC _ TOP BACK OF CURB m \ RIM RIM OF STRUCTURE D 1 sa0% 22 \ LIP - LIP OF GUTTER 1• 3q MA - MATCH EXISTING SW - SIDEWALK 2 0 S. CADENCE AVE. 2 0 0 2 O� SEE ROADWAY PLAN ^ 0.40% N 0.40% O 0.40% 0.40% 61% 1 SHEET C2.3 EP - EDGE LINE PAVEMENT N rn l , ' 14+00 � N 15+00 16+00 � N y 17+00 y N 18+00 0�� Z - - - - - - - FL - FLOW LINE rn - - - - - - 42.55 TOC TOC - TOP OF CONCRETE ' 4 +76.64, 26.40'R HP - HIGH POINT N r 2 C� 2 q q 2 41.96 FL � CR - CURB RETURN F N g N N POC - POINT ON CURVE w - +76.64, 18.25'R l 1 42.21 PC INT - INTERSECTION N rn \ PRC - POINT OF REVERSE CURVE +65.15, 16.50'R 3 Q 3 3 \ r. 41.95 PT/GB \ SHEET NOTES 42.02 42.42 42.84 GB 42.46 42.21 PC/GB +60.43, 16.50'R O +50.00, 16.50'R +50.00, 16.50'R +53.78, 16.50'R +50.00, 16.50'R +12.67, 16.50'R o' \ A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD o \ NOTES. B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. o., c' C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET A \° SECTIONS. 0 D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO OTOLERANCES WILL BE ALLOWED. F. ALL STATION AND OFFSET LABELING RELATED TO EACH O O O O O O O SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. BLOCK 3 G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS S. CADENCE AVE . PLAN AND PROFILE CONTACT ACHD INSPECTION FOR VERIFICATION COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 0 30 60 90 0 3 6 9 I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. Plan/Profile Scale: 1" = 30' Profile Vertical Scale: 1" = 3' KEYNOTES ® (J) 1. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND O Z GUTTER TO 3" ROLLED CURB AND GUTTER. Z Q w J J 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD z i2 E SUPPLEMENTAL STANDARD DRAWING SD-702. O O 2754 2754 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. v) O z > = w o 4. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC - Q Z STANDARD DRAWING SD-712A, WITH TRUNCATED DOMES 0 Q Ln PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES _ SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE m 0 W> 2751 2751 Q CO (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) O + M AND SHALL BE COLORED 'TRAFFIC YELLOW'. Z N_ 00 + :5 + � 0) LU II 00 II v) Q N II Q Q - 2 Q °' II cn "/ - W 2748 N z 2748 = I•U > U Y t C) C Q Lu II NI II � II Q ° m � ° m a w w� J z O U Q Q (� 2745 " w 2745 X O w FINISHED GROUND Q 0 m 2742 0.40% -0.40 0.61% 1.2 % 2742 N N - V _ - - - - - - - - - - - _ a O a EXISTING GROU D E 0 2739 2739 Z o N 0 a N Q V O 0 2736 2736 0 N 00 ti = EXISTING GROUND CENTERLINE c� 2733 FINISH GROUND CENTERLINE o 2733 E N G I N E E R I N G 3 N co ao O a N 00 O O 00 N n 00 9233 WEST STATE STREE T rM rM N N N n 0 w 00 rn rn a� O O O O 00 M �L cD N a0 BOISE,IDAHO 83714 N N N N N CV N N N N N � N � - � - � PHONE(208)639-6939 3 N N N N N r N N N N r N N N N r N N N N r N N r N o N N N N N N N N N N N N N N N N N N N N kmengllp.com a O DESIGN BY: LCK N rl z 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 DRAWN BY: LCK/SRM Z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N ti O N a SHEET LEGEND SS\pN A L f NC *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION p�� CENS F STA., OFFSET SIDE 1.50% FINISHED GRADE SLOPE 16860 J, 11/20/20 0 GRADE BREAK yC OF C. K - - - -- - - -- - SAWCUT LINE w $ 38.4t MA ( SEE DETAIL SHEET C2.16 +70.94, 33.94'L-EP�EP� I I I38.8f MA o m FA I I +26.68, 33.001E CIVIL ACRONYMS 38.4t MA ate, 38.45 EP 38.5t MA I I 38.63 EP 39.16 GB 39.14 +52.80, 33.631E +70.36, 31.001E +82.15, 33.001E E 38.11 EP +86.22, 25.001E o 38.53 EP / 38.32 FL 38.46 EP I I rn v +26. 39 30 001E+00.00, 25.001E ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +50.00, 17.44'L v +51.36, 31.001E �, +70.36, 24.50'L m I FOLLOWS: 38.4t MA 38.74 a +82.17, 30.001E I v +26.67, 24.501E STA. - ROADWAY STATION FROM CENTERLINE ' , 17. EP +81.22, 25.001E 38.40 FL 10 38.78 38.21 FL I I 38.89 a +50.00, 4.651E +00.00, 17.151E +82.17, 24.501E 10 I I c+32.67, 25.001E CL - ROADWAY CENTERLINE o ' O +51.36, 24.501E - +76.36, 25.001E _ 37.89 EP 38.00 EP 38.5f MA 38.76 EP gAPC 0 +50.00, 17.001E / J- -I-- 38.96 PT - POINT OF TANGENCY un D O +00.00, 17.001E +00.00, 5.071E +74.87, 18.651E 38.90 38.84 CL INT 38.66 39.45 +50.00, 25.00'L L ELE. - ELEVATION +45.36, 25.00 L +71.19, 0.00' +76.17, 25.001E +73.56, 25.00 38.2f MA 38.3f MA 38.6t MA 38.48 EP 9 9 w - L - STATION OFFSET LEFT Z _ 5L ^ EG EG EG Ea w EG E EG +5o.00G 18.1 E EG 3 _ 38.52 GB- J R - STATION OFFSET RIGHT �P +50P00, 3.93L° EP 0.00, 4. 'L +OO.00,EP 5a00'R _ TBC - TOP BACK OF CURB ° 0 9.18 CL 2 1 +40.541 25.001E O 1 2 2 0o RIM - RIM OF STRUCTURE rn T o 0 38.6f MA 5 O f o S. LOCUST GROVE RD. f rn o O t N +86.22, 0.00' N ci 39.49 CL LIP - LIP OF GUTTER • - +18.05, 5.231E MA - MATCH EXISTING 0.40%- + 0.40% +73.66, 0.00' SW - SIDEWALK EP - EDGE OF PAVEMENT N Z ��+50.00, 38.3f MA 38.4t MA 38.5t MA 38.7f MA 15.00'R +50.00, 15.00'R l FL - FLOW LINE z N +00.00, 15.00'R +18.05, 15.00'R o0 1 0 1 00TOC - TOP OF CONCRETE 0 rn C i 5 0 1 N HP - HIGH POINT N • N 2 2 CR - CURB RETURN w F EG EG EG �G. EG POC - POINT ON CURVE - ' 1.00% o ^gyp Q� - INT - INTERSECTION W 8 7 " o �' PRC - POINT OF REVERSE CURVE m o �° �°' 4 4 o SHEET NOTES e �O 38.44 EP 38.54 EP 38.26 EP 38.57 CL/GB _ 39.00 CL 39.20 CL/GB 39.45 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD O +50.00, 17.00'R +50.00, 17.00'R +00.00, 17.15'R 3o"ci 1 37.02 FL 30" A +40.54, 0.00' +50.00, 0.00' +00.00, 0.00' +73.56, 25.00'R- - - - - - - NOTES. 36.20 FL 36.52 FL RR 38.52 GB 38.96 39.16 GB T 1 +50.00, 28.00'R +50.00, 28.00'R +00.00, 28.15'R O i +40.54, 25.00'R +00.00, 25.00'R E B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. 38.33 SW 38.43 SW 38.48 SW 38.71 EP 38.59 PT +50.00, 25.00'R C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET +50.00, 40.00'R L38.33 FG +50.00, 40.00'R +00.00, 40.15'R +07.01, 19.29R o N +24.72, 25.00'R SECTIONS. +25.00, 28.00'R 38.70 EP 38.52 FG c w z 38.33 EP +50.00, 170 EP +10.53, 30.36'R � I D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. +00.00, 17.00'R 0 36.84 FL 38.58 I- I REFER TO LAKE HAZEL AND LOCUST GROVE E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO 36.70 FL 0+12.72, 25.0 'R w +00.00, 28.00'R +50.00, 29.15'R 3 PC w ROUNDABOUT IMPROVEMENT PLANS TOLERANCES WILL BE ALLOWED. 38.38 SW 38.53 SW +17.72, 25.00'R C • F. ALL STATION AND OFFSET LABELING RELATED TO EACH O O +00.00, 40.00'R O +50.00, 41.15'R O w : ° SPOT ELEVATIONS ARE REFERENCED TO THE ROAD SEE ROADWAY PLAN ALIGNMENT. BLOCK 7 SHEET C2.1 G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS o I I I I p II MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE c) RIGHT-OF-WAY PERMIT. H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT S. LOCUST GROVE RD. PLAN AND PROFILE MARKINGS. I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 0 ## ## ## 0 3 6 9 KEYNOTES Plan Scale: 1" _##' Profile Vertical Scale: 1" = 3' 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND O z W PAVEMENT PATCH PER ISPWC SD-303 AND ACHD Z Q J REQUIREMENTS. J IL 2. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD z SUPPLEMENTAL STANDARD DRAWING SD-701. O Z 3. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER cn O ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. > = uj z z 2751 2751 4. INSTALL 10' WIDE DETACHED CONCRETE SIDEWALK PER p 0 � z ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. CO _ W Q 5. INSTALL CURB TERMINUS PER ISPWC SD-707. > N 6. MINIMUM WIDTH OF 17' FROM CENTERLINE TO EDGE OF z O ASPHALT. �C W 2748 02748 7, INSTALL BORROW DITCH, 185 LF, PER ACHD STANDARD Q > LC) + DETAIL 5. INSTALL 10'L x 2'W SAND WINDOW. UJ _ O II o Or_8. INSTALL BORROW DITCH, 175 LF, PER ACHD STANDARD = LJ..I + II DETAIL 5. INSTALL 10'L x 2'W SAND WINDOW. C� LCQ l.- O; 2745 Y M II 2745 9• INSTALL CONCRETE DRIVEWAY APPROACH PER ACHD w N II 0) SUPPLEMENTAL STANDARD DRAWING SD-710. O 0 U Q � w II 00 N 10. INSTALL ASPHALT SECTION TO MATCH EXISTING DRIVEWAY. X Q J > N Y M II O (� of J W N 0 W II [ifw m < _j I.J� II W 2742 � Q > LD W 2742Lr Q a U' W v X N a - - - EXISTING GROUN Z - - - - - - - � - - - - - 4e - - - - - - - - - - - - - - - 2739 2739 -0.4 � - - - - - - - - - - - - - - Z 0 FIN SHED GROUND 0 a z i� 2736 2736 a 0 O Q V O Q d o EXISTING GROUND CENTERLINE 0 2733 N FINISH GROUND CENTERLINE 2733 a a O rn O 0 N toLO � r� � to O r7 00 to O r7 N K) K) cO N ao N g O O) 00 r- (O r co O N ro 00 dj n 00 O) 00 0) 00 m 00 O) 00 O) 00 O) 00 O) 'i O) 0i O) 'i O) � � r7 M M M M M M M M r) M M g ,� M ,� M ,- ,� ,� ,� ,� ,� ,� M ,� ,� M ,� M ,� M ,� M r M ,� E N G I N E E R I N G N N r N N N N N r N r N N N r N r N r N N t� N N N N N N N N N N N N N N 9233 WEST STATE STREET 3 o BOISE,IDAHO 83714 'a PHONE(208)639-6939 55+80 56+10 56+40 56+70 57+00 57+30 57+60 57+90 58+20 58+50 58+80 59+10 59+40 59+70 60+00 0 kmengllp.com DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N ti O N a SHEET LEGEND I F.SS\pN A L £NG *__�ELE. & DESCRIPTION FINISHED GRADE ELEVATION p� CENS !1'� STA., OFFSET SIDE 37.86 EP 16860 +61.75, 11.05'L W 1.50% FINISHED GRADE SLOPE 11/20/20 37.87 EP 37.87 EP 37.86 EP 37.86 EP i W s� �o Q 37.91 EP 37.90 EP 37.89 EP 37.88 EP +50.00, 10.79'L V) 38.04 EP 38.05 EP 0, 3. EP 38.06 EP 38.06 EP 38.02 EP 37.99 EP 37.96 EP 37.93 EP +75.00, 9.13'L +00.00, 9.68'L +25.00, 10.24'L U- y� qTF OF +75.00 2.46'L +00.00, 3.02'L +25.00, 3.57'L +50.00, 4.13'L +75.00, 4.68'L +00.00, 5.24'L +25.00, 5.79'L +50.00, 6.35'L +75.00, 6.90'L +00.00, 7.46'L +25.00, 8.02'L +50.00, 8.57 L I GRADE BREAK I ti�/N FIR +50.00, 1.90'L _y i 1 1 1 1 1 1 1 - �. 1 1 1 1 1 1 1 1 1 1 1 1 1 EG W C E� €G EG -EG.EP W 38.04 EP EG EG EG EG EG EG EG EG EG EG E EP �-EP EP EP EP +43.54, 1.76'L G EG EG EG EG EG EG EG EG EG EG � EP � E � 7 5 -- - - -- - - -- SAWCUT LINE o L G d3 d3-- EP EP EP EP EP 49+00 S. LOCUST GROVE RD. 50+00 +43.39, 0.40'R 1 1 1 1 = O CIVIL ACRONYMS 38.1 MA 38.1 f MA 38.1 t MA 38.1 t MA 38.1 f MA 38.1 f MA 38.1 t MA 38.1 t MA 38.1 t MA 38.1 t 77 MA 38.Ot MA 38.Of MA 38.0± MA 38.Ot MA 38.Ot MA 38.0± MA 38.Of MA 38.Ot MA ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS +50.00, 0.39'R +75.00, 0.35'R +00.01, 0.31'R +25.01, 0.26'R +50.02, 0.22'R +75.00, 0.00' +00.00, 0.00'R +25.00, 0.10'L +50.00, 0.21'L +75.00, 0.32'L +00.00, 0.48'L +25.00, 0.64'L +50.00, 0.81'L +75.00, 0.97'L +00.00, 1.14'L +25.00, 1.37'L +50.00, 1.60'L O FOLLOWS: Q W STA. - ROADWAY STATION FROM CENTERLINE F- -d3 d3 d3 d3 d3 d3 d d3 3 d3 d3 d3 d3 d3 d3 d3 d3 d3 3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 CL - ROADWAY CENTERLINE p 38.51 CL 38.54 CL 38.57 CL 38.44 CL 38.42 CL 38.40 CL 38.39 CL 38.37 CL 38.36 CL 38.34 CL 38.33 CL 38.33 CL 38.32 CL 38.32 CL PC - POINT OF CURVATURE 38.54 CL 38.51 CL 38.48 CL +50.00, 9.19'R +75.00, 9.06'Ro. +00.00, 8.97'Rio-+25.00, 8.88'R-do-+50.00, 8.79'R-d0 PT - POINT OF TANGENCY � �a+50.00, 10.70'Ro-+75.00, 10.57'R��.+00.00, 10.44'R do +25.00, 10.40'R- +50.00, 10.35'R--'+75.00, 10.30'R- -+00.00, 10.31'R-+25.00, 10.16'R-+50.00, 9.96'Rrjo-+75.00, 9.77'R- < +00.00, 9.58'Rd +25.00, 9.38'R- 38.07 EP ' ELE. - ELEVATION +62.58, 20.89'R L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT v0 FL - FLOW LINE z TOC - TOP OF CONCRETE 0 HP - HIGH POINT cn 37.75 EP 37.78 EP 37.81 EP 37.83 EP 37.85 EP 37.87 EP 37.87 EP 37.87 EP 37.86 EP CR - CURB RETURN w w ' +75.00, 17.00'L +50.00, 17.00'L +00.00, 17.00'L +25.00, 17.00'L +50.00, 17.00'L +75.00, 17.00'L ' POC - POINT ON CURVE - +25.00, 17.00'L +75.00, 17.00'L +00.00, 17.00'L 38.1 f MA 38.1 t MA W INT - INTERSECTION 38.1 f MA 38.1 t MA 38.1 t MA 38.1 t MA 38.1 f MA 38.1 t MA 38.1 f MA +50.00, 2.53'L PRC - POINT OF REVERSE CURVE +75.00, 1.83'L +25.00, 2.29'L +75.00, 2.76'L +00.00, 2.99'L +25.00, 3.23'L +50.00, 3.38'L +75.00, 3.51'L +00.00, 3.65'L W D 'EG EG EG EG EG t� t EG N EG EG G EG EG EG EG EG EG E tu /) rq EP EP EP EP P EP EP EP EP EP EP EP _E EP EP EP SHEET NOTES - .- - ---1 1 -- .1 ..� �_ �CDCUSTGROC/ 1�6-�1 o I A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD O ^ 0 1 - - - 1 ' W rq NOTES. ' 1 _ --- _ _ U _ - -- _ � � -_ -- -- - - - -_ __ _ _ _ _ -- -� B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. 38.53 CL 38.53 CL 38.53 CL 38.53 CL 38.53 CL *-38.54 CL W C. SEE SHEET C2.16 FOR TYPICAL ROADWAY STREET r +75. CL 38.44 CL 38.48 CL +75.00, 8.09'R +00.00, 7.87'R +25.00, 7.64'R +50.00, 7.41'R +75.00, 7.18'R +00.00, 6.96'R f+75.00, 8.67'R -� w SECTIONS. z • 8 2f MA � 8 2f0MA 8.38'R�$3fOMA 8.24'R�8 3f MA �8.3f MA 38.3t MA �38.3t MA �38.3f MA 38.3t MA s r , D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. +75.00, 15.00'R +00.00, 15.00'R +25.00, 15.00'R +50.00, 15.00'R +75.00, 15.00'R +00.00, 15.00'R `J m +75.00, 15.00'R +25.00, 15.00'R +50.00, 15.00'R E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO `EP �. .EP :EP .,;4 EP. .b, ..EP.. y, EP. J P EP EP_: EP TOLERANCES WILL BE ALLOWED. EG N v � a �� , F. ALL STATION AND OFFSET LABELING RELATED TO EACH N SPOT ELEVATIONS ARE REFERENCED TO THE ROAD S G m 1.00% 00% 11.00%1.7 - ALIGNMENT. 9m 38.16 EP 3 38.22 EP L38.23 EP 38.22 EP 38.21 EP +75.00, 17.00'R +50.00, 17.00'R +00.00, 17.00'R +50.00, 17.00'R +00.00, 17.00'R- G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE o4 a p a a o a o o a o RIGHT-OF-WAY PERMIT. 4 36.92 FL �L38.18 EP 36.17 FL 38.23 EP 36.42 FL 38.22 EP 38.16 FG 38.21 EP 36.45 FL H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS +75.00, 28.00'R 38.20 EP +00.00, 28.00'R +25.00, 17.00'R +50.00, 28.00'R +75.00, 17.00'R +00.00, 28.00'R +00.00, 17.00'R +25.00, 17.00'R +50.00, 28.00R +75.00, 17.00'R CONTACT ACHD INSPECTION FOR VERIFICATION OF 38.17 SW 38.20 SW 38.20 SW 38.21 SW 38.22 SW 38.23 SW 38.26 SW 38.28 SW COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 36.67 FL 38.19 SW +75.00, 40.00'R +00.00, 28.00'R +25.00, 40.00'R +50.00, 40.00'R +75.00, 40.00'R +00.00, 40.00'R +25.00, 40.00'R +50.00, 40.00'R +75.00, 40.00'R +00.00, 40.00'R MARKINGS. 38.01 FG 38.18 SW I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. +67.72, 28.00'R +00.00, 40.00'R KEYNOTES ® � 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND O Z w PAVEMENT PATCH PER ISPWC SD-303 AND ACHD Z Q J REQUIREMENTS. J LL 2. MINIMUM WIDTH OF 17' FROM CENTERLINE TO EDGE OF z a- = O9 ASPHALT. O d 3. INSTALL BORROW DITCH, 182 LF, PER ACHD STANDARD c_n O z o 11 10 BLOCK 7 $O O7 DETAIL 5. INSTALL 10'L x 2'W SAND WINDOW. > = LU Q 4. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE m < Z PER ACHD SUPPLEMENTAL STANDARD DRAWING 0 W Q SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE > d S. LOCUST GROVE RD. PLAN AND PROFILE DIAGONALALUMINUM DEICALS. PAINTED DE ESIGNS IVNORLONGER ALLOWED. Z O � Q Or- 0 20 40 60 Q 0 � W Plan Scale: 1" = 20' Lu _ 0 W Q � O 0 u SECTION L/) Q 0 LINE ROW Lu O Lu vi 40.5 VARIES PER CL 23' MIN. a- ' COMMON LOT 1 17' PLAN 17' 14' < PROPOSED ROAD WIDENING 05' PROPOSED ROAD WIDENING ASPHALT 0.5'- BERM ASPHALT SHOULDER 5' SIDEWALK 3' GRAVEL SHOULDER (WIDTH VARIES PER ACHD SUPPLEMENTAL SHOULDER (WIDTH VARIES HIGH POINT PER PLAN) 1.0' FLAT STANDARD PER PLAN) (EXISTING STRIPING) LANDING DRAWING SD-709 3:1 MAX. f2% GRAVEL SLOPE TO f% 2% SHOULDER EXISTINGxK .. ....N - - -� \\/ ��/\\/\\/\\/\\/\/\\/\\/\\/\ 5" ASPHALT PAVEMENT (S P-3, 0.50 IN (1/2") MIX, PG-64-28) \// �\ \\ ADE \ OF 3Y4"-MINUS CRUSHED AGGREGATE BASE EXISTING �� GR � \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ // /j �// �// // // 26" OF 6-INCH MINUS PIT-RUN SUBBASE / / / / / / / / / / / / / / / / Z 6" OF 3/4" MINUS CRUSHED BORROW DITCH PER ACHD STORMWATER Z AGGREGATE LEVELING COURSE GUIDELINES SECTION a 8200 STANDARD DRAWING DETAIL 5 E N9 G N E233 WEST AEE RREEN G 3 o BOISE,IDAH083714 'a PHONE(208)639-6939 o kmengllp.com a 0 DESIGN BY: LCK S. LOCUST GROVE ROAD SECTION (STA. 50+67 .72 TO 55+18.05) DRAWN BY: LCK/SRM g CHECKED BY: LCK SCALE: NTS o DATE: NOVEMBER 2020 u V D PROJECT: 20-124 SHEET NO. V O Q i v N rl O N d c I I I SHEET NOTES N CITY OF MERIDIAN STREET LIGHT NOTES A. CONTRACTOR TO VERIFY STREET LIGHT LOCATIONS WITH �Sg\ONAL fiyG� 1 CITY OF MERIDIAN AND ACHD PRIOR TO INSTALLATION F BENS � ?' 1 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF AND NOTIFY ENGINEER IF SAFETY HAZARDS OR UTILITY F E. LAKE HAZEL RD. I (N THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL CONFLICTS EXIST. V12W—�12'W-12�W----" 2 12 2"w T�2�w ELECTRIC CODE. 16860 c — 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE B. STREET LIGHTS SHALL BE OWNED/MAINTAINED BY THE J, 11120,20 0 ONLINE CITIZEN PORTAL AThttps://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT CITY OF MERIDIAN. �9 Q _ AND REQUEST INSPECTIONS. �� TE' OF NC\ v N � 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, C. SERVICE - ALL STREET LIGHTS SHALL HAVE AND FOR THE POLE AND ASSOCIATED WIRING. UNDERGROUND ELECTRICAL SERVICES PROVIDED. SERVICE C. K\\J VOLTAGE SHALL BE 120 OR 240 VOLTS ONLY. 16 16"PI 16"PI 16"PI 16"P 16'PI 16"PI 16'PI 16 16"PI 16"P 16"PI 16"PI 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND CONTRACTOR SHALL DETERMINE CONDUIT SLEEVE \ c \ 1sPI 16"PI 16"PI 2' MIN. FROM WATER METERS. LOCATIONS, SIZES, AND AMOUNT REQUIRED AT ALL 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDEFINED AS BUILT UTILITY AND PAVEMENT CROSSINGS. DRAWING OF THE PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD D. METERING - CONTRACTOR SHALL COORDINATE METER COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. \ \ � 3 LOCATIONS WITH IDAHO POWER AND CITY OF MERIDIAN. \ \ aN °0 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. WHERE A METERED SYSTEM IS REQUIRED, NEW \ \\ \ DEVELOPMENTS SHALL INSTALL CONDUIT WITH ONE NO. \ \ 10 STRANDED PULLWIRE FROM THE LAST LIGHT ON EACH \ c c LEGEND END OF THE SYSTEM TO THE ADJACENT PROPERTY LINE u, N \ \\ \ o ON A STUBBED STREET, WHERE THE ADJACENT PROPERTY Q \ \ co" HAS NO EXISTING STREET LIGHT SYSTEM. THIS WILL o \ G \ 0 INSTALL TYPE 1 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, ALLOW FOR THE CONTINUATION OF THE STREET LIGHTS \ \ L DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST WHEN THE ADJACENT PROPERTY IS DEVELOPED. \ � CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 1 \ \ STREET LIGHT POLES SHALL BE ROUND STEEL POWDER-COATED BLACK PER THE CITY OF MERIDIAN \ \\ \ SUPPLEMENTAL SPECIFICATIONS DRAWING T1. CONTRACTOR SHALL COORDINATE NOMINAL MOUNTING BLOCK 2 \\ c \\ HEIGHT AND MAST ARM LENGTH WITH CITY PRIOR TO INSTALLATION. LUMINAIRES SHALL BE LED O \ \ \ �, FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR 1 \ \ STREET LIGHTING), OR HAVE BEEN PRE-APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND \ c \ UTILITY COORDINATOR. BLOCK 1 � \ \ \ � N \ \ \\ INSTALL TYPE 2 STREET LIGHT POLE WITH LUMINAIRE IN ACCORDANCE WITH THE CITY OF MERIDIAN, O \ DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING, AND THE MOST 1 \ \ \ CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE ISPWC. TYPE 2 N g \\ N STREET LIGHT POLES SHALL BE 25' NOMINAL MOUNTING HEIGHT, SQUARE STEEL WITH BRONZE Lu Lu "' \ POLYESTER COATING AND CONFORM TO THE SUPPLEMENTAL SPECIFICATIONS. LUMINAIRES SHALL BE oC ~ LED FIXTURES THAT ARE ON THE APPROVED FIXTURE LIST (SEE APPROVED LED FIXTURE LIST FOR Lu N STREET LIGHTING), OR HAVE BEEN PRE-APPROVED IN WRITING BY THE CITY'S TRANSPORTATION AND 0 80 160 240 > UTILITY COORDINATOR. Q I �Oc Plan Scale: 1" = 80' 0' �z EXISTING TYPE 1 STREET LIGHT Q uj �Py c m N c EXISTING TYPE 2 STREET LIGHT m z 0 6,, _ N 01 C W � s O �� O 0O Lu m_v > N / H G� NF"'pi „ „ W'pi „ 6„PI „ o O _ A 00 S O 00 2 - - - - - 12W - -BW / O E.TOWER ST. c a" o B 8"S 8"s 8"s 8"s 8"s B„s ° N, w - cl W W 00 3 30"G I 1 0"G I 30"G 0'G m 30"GI 30"GI 0'G � 30"GI 30"GI 30"GI 30"GI I 30"GI O 4 O Ib Cfi 00 uS 2O 14 O2 s O 11 s 14 Cli C 0 z i co 0 ' O � s O m J o O > s O8 12 o O 3 = 13 3O s 13 - �_ "' H BLOCK 3 Ln 0 z � w CF w BLOCK 4 Q °° O4 N OD BLOCK 6 s O 13 � - O z s O � > Q a S "0_0i' _ z 1 12 O C2 0 12 0 " - Q Q Lu 1 °' u o m > Ili s O6 14 O � z 0 � 1 11 O5 w Q � s � 11 - N CY 8m Q J w z � � Ln p w BLOCK 7 Q � s O5 15 O 8 Lu _ DC 1 6 cn N s 8 W 1� O 10 6 N u s 10 O O = w c~/) 0 s N 0 om Q 1 O O 16 -� O I u6 o l N S s � X Q O as O 17 N o m w 0 8 C 8 $ I 1 00 Q �8WA E. STAKE ST. s O 18 E. STAKE ST. m OB S 8"S 8"s s 8"s- V 8"s B s o X I a o 12 � I 0 1 I w `� o O 19 13 11 - gy m a 1 - 10 o 1 6 PI 6 PI 6 PI 6"PI 14 1rj, 13� 14 15 16 17 co18 17 16 �� O I eo 1 I V) _ o z 11 12 m co 1 mo ,. tm) 18 6"PI BLOCK 5 19 10 I m a i o C o Cp t o 0 �O 0 1 m 0 = o 00 N J ro Q O Oo O fr x � oo O Q �O Pi I 7 t I E N G I N E E R I N G V �; O F U, N N N B w B w 8 w I o 9233 WEST STATE STREET Q ,�, EG EG EG E. SPIRE ST. ° 8 m BOISE,IDAHO 83714 �; s"s 5 B's 8"s B' 8"S 8"s "s 8" o PHONE(208)639-6939 EG EG EG EG-E kmengllp.com v DESIGN BY: LCK o 0 oN o 0 "' DRAWN BY: LCK/SRM Z Io g °? o CHECKED BY: LCK o O4 3O O2 1 Y • 1 2O O3 O4 I DATE: NOVEMBER 2020 BLOCK 8 a BLOCK 9 o m PROJECT: 20 124 Z 0 � m� SHEET NO. V v O 0 N a c,S\pNAL EN \CENSF149 4 5 i 5 4 3 6860 4 3 -EP -EP 3 P EEP EP EEP EP EP EPP O 11120120 z,S. LOCUST GROVE RD ��,yC% o f Nil N EG EG EG EG EG EG EG EG EG EG EG d3 d3 d3 d3 d3 d3 do do do do do do 4 4 4 3 4 4 � 7 7 O13 I- REFER TO LAKE HAZEL AND LOCUST GROVE V ' ROUNDABOUT IMPROVEMENT PLANS w ' w O o I- BLOCK 7 LLi 11 10 O O O O O O O O ' S. LOCUST GROVE R D . REFER TO LAKE HAZEL AND LOCUST GROVE ROADWAY AND UTILITY IMPROVEMENT PLANS 0 50 100 150 _ z - - - - - - - - - - - - - - - - - - - - O Ln Plan Scale: 1" = 50' E. LAKE HAZEL RD. > g \ w SHEET LEGEND KEYNOTES ® 2 \ 2 1 1. INSTALL "STOP" R1-1 SIGN PER MUTCD. I 3 r \ *\-ELE. & DESCRIPTION FINISHED GRADE ELEVATION \ STA., OFFSET SIDE 2. 24-INCH WIDE SOLID WHITE STOP BAR PER ACHD \ STANDARD DRAWING TS-1112, STRIPPING DETAIL #19. 1.50% FINISHED GRADE SLOPE \ ' 11 15 3. 4-INCH WIDE SOLID DOUBLE YELLOW LINES PER ACHD 11 \\ STANDARD DRAWING TS-1112, STRIPING DETAIL #7. 3 8 GRADE BREAK 4. 4-INCH WIDE SOLID WHITE LINE PER ACHD STANDARD \ 0 14 DRAWING TS-1112, STRIPING DETAIL #17. \\ 7 00 0 5. 4-INCH WIDE TWO-WAY LEFT TURN YELLOW LINES PER \ Q z -- - - -- - - -- SAWCUT LINE ACHD STANDARD DRAWING TS-1 1 12, STRIPING DETAIL \\ x #10. \ w \ 7 6. 4-INCH WIDE ONE-WAY LEFT TURN YELLOW LINES PER \ Lu > CIVIL ACRONYMS ACHD STANDARD DRAWING TS-1112, STRIPING DETAIL \ 15 #10. \\ 3 N 14 ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS 7, 8-INCH WIDE SOLID WHITE BIKE LANE LINE PER ACHD \ FOLLOWS: STANDARD DRAWING TS-1112, STRIPING DETAIL 15. \\ STA. - ROADWAY STATION FROM CENTERLINE 8. 8-INCH WIDE WHITE LINE (BIKE LANE AT INTERSECTION) 11 \ CL - ROADWAY CENTERLINE \ 7 PC - POINT OF CURVATURE PER ACHD STANDARD DRAWING TS-1112, STRIPING \ 7 DETAIL #12. PT - POINT OF TANGENCY ELE. - ELEVATION 9. BIKE LANE SYMBOL AND BIKE LANE ARROW PER ACHD \ L - STATION OFFSET LEFT STANDARD DRAWING TS-1113. R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB 10. LEFT TURN ARROW PER ACHD STANDARD DRAWING \\ RIM - RIM OF STRUCTURE TS-1113. LIP - LIP OF GUTTER MA - MATCH EXISTING 11. INSTALL R4-7R DIRECTIONAL SIGN. \\ 12 O z SW - SIDEWALK EP - EDGE OF PAVEMENT 12. 4-INCH WIDE TWO-WAY LEFT TURN YELLOW LINES PER 11 \ Z Q W FL - FLOW LINE ACHD STANDARD DRAWING TS-1112, STRIPING DETAIL \ J VD TOC - TOP OF CONCRETE #g. \ z Q HP - HIGH POINT \ z CR - CURB RETURN 13. INSTALL "NO PARKING BIKE LANE" R7-9 SIGN (12"x18") \\ 13 O POC - POINT ON CURVE \ O INT - INTERSECTION PER MUTCD. ; z Ln PRC - POINT OF REVERSE CURVE 14. LEFT TURN ARROW PER ACHD STANDARD DRAWING Y \ > = L u C) SHEET NOTES TS-1112. 2 0 Q Q 1 15. RIGHT TURN ARROW PER ACHD STANDARD DRAWING vi Co0 W A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD TS-1112. NOTES. \ z 0 Z B. SEE SHEET C2.14 FOR STREET LIGHT PLAN. 1 Q C. C2.16 FOR TYPICAL ROADWAY STREET 1 1 ,;, 12 0 �� SECTIONS. 7uj c D. SEE SHEET C3.0 AND C3.1 FOR LOT GRADING. = uj Z E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO Q W TOLERANCES WILL BE ALLOWED. �: 2E Lu F. ALL STATION AND OFFSET LABELING RELATED TO EACH 12 \ O 0 > SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. 7 >> \ X Q G. FOR SUBDIVISION SIGN INSTALLERS; OUTSIDE INSTALLERS \\ LLJ O MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE 11 \ X RIGHT-OF-WAY PERMIT. N 12 O \\ Q H. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS Z CONTACT ACHD INSPECTION FOR VERIFICATION OF 13 o COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 7 a MARKINGS. E D I. SEE SHEETS C4.0 - C4.2 FOR STORM WATER PLANS. 9 �� w BLOT K 2 12 1 BLOCK 3 O w � a 0 o Lu BLOCK 1 Q 2 a O w o O 1 N 7 12 D H a cn o � o U 1 8 7 7 7 9 11 8 vi 7 \ 12 O O3 °.� 2 - - - - - - - - - - 12 1 o E.TOWER ST. 3 3 3 - 7 u 3 3 - - - - - - - - - - - - - - - - - - 0 G -EG 13 9233 WEST STATE STREET 0 7 w O - 8 g 1 g 7 7 4 BOISE,IDAHO83714 a EG g 7 7 8 u O Q PHONE(208)639-6939 a LJ w kmengllp.com w > BLOCK 5 Q w BLOCK 4 DESIGN BY: LCK a 1 BLOCK 6 a w 1 w 1 ZO2 z 14 O2 w O 11 O 14 U DRAWN BY: LCK/SRM g w w a vi CHECKED BY: LCK o )p I I N N U DATE: NOVEMBER 2020 J vi PROJECT: 20-124 0 E . TOWER ST./ S VERTEX WAY SHEET N0. a 0 50 100 150 Nmor- ti Plan Scale: 1" = 50' a SS�pN A L t- NC r.ENS /yF 60' RIGHT-OF-WAY 60' RIGHT-OF-WAY 16860 —0.5' 0 a 5' 'c\ 0.5' 0.5' s>q211201200v 5' SIDEWALK 8' PLANTER 16.5' TBC-CL E 16.5' CL-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC-CL �I-� 16.5' CL-TBC 8' PLANTER 5' SIDEWALK y�� 3:1 MAX. T SLOPE TO SLOPE TO � C• KEN EXISTING EXISTING 1n - 1' LANDING, \//\//\/ /\// \ /\/i 1' LANDING_ / 3" ROLLED CURB YASPHALT PAVEMENT 6" VERTICAL CURB ASPHALT PAVEMENT 3" ROLLED CURB AND GUTTER, TYP. COMPACTED SUBGRADE AND GUTTER, TYP. COMPACTED SUBGRADE AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 3/4"-MINUS CRUSHED AGGREGATE BASE o 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE STREET SECTION A-A STREET SECTION B-B SCALE: NTS SCALE: NTS 60' RIGHT-OF-WAY 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' z 3:1 MAX. 5' SIDEWALK 8' PLANTER —8' PLANTER 5' SIDEWALK 0 SLOPE TO j w EXISTING Lu �C ~ 7-7 1' LANDING, \\ \\/\\\// / \\ TYP. 6" VERTICAL CURB AS/iPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE o z STREET SECTION C-C SCALE: NTS 74' RIGHT-OF-WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 23.5' TBC-CL 23.5' CL-TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LANDING, \\ 6" VERTICAL CURB ASPHALT PAVEMENT Q AND GUTTER, TYP. z J 3/4"-MINUS CRUSHED AGGREGATE BASE � 6" MINUS PIT-RUN SUBBASE O STREET SECTION D-D � o w SCALE: NTS 0 0 2 m - � cn J 68.5' RIGHT-OF-WAY z O 25' TBC-CL 25' CL-TBC 0.5' QLu 8' PLANTER 10' SIDEWALK Ln 0 C) 6.5' 12' 12' 12' 6.5' uj BIKE LANE OUTSIDE LANE TURN LANE OUTSIDE LANE BIKE LANE uj c C Q • a-`. ..'.:'ems-'•`: -n`::_.i.."..>.:.:. .....:.. _ ..._n.. _ .d:� : .,•,r,. .yr r. 'a. \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\�\\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \\ ///.///�/ ///�/ //i�//ice//i�/ 6" VERTICAL CURB uj O ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE Q a m 6" MINUS PIT-RUN SUBBASE 0 STREET SECTION E-E Z SCALE: NTS V O a 81' RIGHT-OF-WAY Z 0.5' 05 0 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK o SLOPE TO EXISTING a d N O N .,�'..t..._..,::':"�_°.....,.::.ar:.'"'...:._:;..sa::: b::s:,hj a: •:. :<.'�',•s!r'.:...•....•.:v:_...._.."'.':...:•:_•:".::. a. '.�- l_.0:^ a.:: 1' LANDING, \/\ \// TYP. /\/\//\//\/r\/r\// // // // // // // // // // // // / / / /A ° 6" VERTICAL CURB AND GUTTER, TYP. ASPHALT PAVEMENT 6" VERTICAL CURB, 3/4"-MINUS CRUSHED AGGREGATE BASE E N G I N E E R I N G a COMPACTED SUBGRADE TYP 9233 WEST STATE STREET . 6" MINUS PIT-RUN SUBBASE o BOISE,IDAHO 83714 STREET SECTION F-F PHONE kmegll ngllpcom.com 39 a 0 SCALE: NTS DESIGN BY: LCK DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 PROJECT: 20-124 SHEET NO. V Q N ti O N a GRADING LEGEND ASS\pN A L £Nc i �42.50 FINISHED GRADE ELEVATION Q�O� \LENS f0 ti 1.50% FINISHED GRADE SLOPE 8 0 12/20/20 0 —�2626 FINISHED GRADE CONTOUR �C, lF OF \pP �v /N C. Y' 2645 EXISTING GRADE CONTOUR GRADE BREAK REFER TO LAKE HAZEL AND LOCUST GROVE CIVIL ACRONYMS IMPROVEMENT PLANS w ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS o W. FOLLOWS: STA. — ROADWAY STATION FROM CENTERLINE — —` _ \ — CL — ROADWAY CENTERLINE E. LAKE HAZEL RD. i act PC — POINT OF CURVATURE 2 12"W 12"W 12Ju_�1 —� • \ —�- tO N PT — POINT OF TANGENCY W : / �2 2 ,2 12 1 12"W 12"W 12"W 12 W 2"W 12 ELE. — ELEVATION R — STATION OFFSET RIGHT _ _ _� TBC — TOP BACK OF CURB op— _ 7 T c LIP — LIP OF GUTTER c 1 1 SW — SIDEWALK Z TOC — TOP OF CONCRETE O 1 ( \ J _ \ �1 0D FIG — FINISH GRADE cn N 43.08 \ 46.55 I + 46.55= —16"PI 16"PI 16"PI 16"PI 7 6 PI 43.08 TBC —16"PI 16"PI 16 I 16"PI 6"PI �6"PI 16"PI W ~ �16'p1 16"PI 16"PI 16"PI 16"PI— TBC 16 \ G \ \ �16"PI� TBC TBC — ,s"PI \PI 16"PI SHEET NOTES 43.28 43.28 \ \ � 46.75 3 46.75 16"P� \ SW SW \ \ \ \ SW I SW A. SEE SHEET C1.1 FOR GRADING NOTES. B. SEE SHEETS C2.0—C2.15 FOR ROADWAY IMPROVEMENT PLANS. C. SEE SHEET C2.16 FOR TYPICAL ROAD SECTION. 00 ( I \ \ I w � ^�� z \ \ I INNx w\ \ \ \ \ 44.6- 4 I I \ \ \ TBC I 8"W \ \ 44.SW BLOCK 2 \ \c I 0 60 120 180 \ \ 1 45.25 I II II Plan Scale: 1" = 60' SW II 4 \TBC I I BLOCK 1 \ \� \�45.41TBC\ I , c 45.53 N \ \c SW II \ \ � I o III Ln � � z z I I 40.70 / Q I \ °� w SW \ \ ♦ z II I I _ I N TBC 0 \ \ 6 $ ♦ O I II 8"W \ N ,♦ =s1 > Q w N ,N I I I \ I 40.15 \ ro N ♦ m — L u TBC \ / y 1 w z O � I • • SW \ 6 Q �Y N I \ y` a I \ N \ ^e\ Py 6 �� Tw o \ Lo \ LU CC) �. ♦ z rep Ci 9, ♦ 0 v 41.55 \ SW t' 0 SW 40.21 \ 40.72 41.07 41.36 rn -, SW \ \ xLu SW SW SW b, ♦ V 38.24 40.02 \40.53 40.87 TBC A-PI 6-PI " -*I 6"PI 6"PI " 6-'PI 6"PI TBC "PI 6 PI TBC TBC 6"PI ♦ Q rn, Co V' 6 + I I I 12"W 12"W 12"W 12"W 12"W = 12"W 12"W 12"W 12"W 12"W "W = 8"W 8"W , 8 I 2�� E. TOWER ST. C 2739 '2 0) \ • 2�A= to MATCH LINE — SEE SHEET C3 . 1 m v a 0 a O f l7 3 0 0 0 0 0 x N K Q E N G I N E E R I N G v 9233 WEST STATE STREET 3 BOISE,IDAHO83714 Lo PHONE(208)639-6939 o kmengllp.com a z DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM a CHECKED BY: LCK a o DATE: NOVEMBER 2020 V D PROJECT: 20-124 SHEET NO. V O Q i v N rl O N d GRADING LEGEND �.`s\WA A L f NC �42.50 FINISHED GRADE ELEVATION F \CENSF� 'LF I1.50% 6860 FINISHED GRADE SLOPE 21/20/20�o yb 1 I - �2626 --�- FINISHED GRADE CONTOUR y OF C. KEN -2645, EXISTING GRADE CONTOUR . `2745 I 0 6" \ I I I m GRADE BREAK 41.98 TBC 2744 III 42.56 s�I II 43.93 SW 0 5 \ FG I m CIVIL ACRONYMS e� ° ® 43.Gg I I ALL GRADES ARE TO FINISHED GROUND UNLESS NOTED AS o s I I I FOLLOWS: s 42.18 2 I o � STA. - ROADWAY STATION FROM CENTERLINE OG Ng m CL - ROADWAY CENTERLINE TBC 043.56 II I43191 PC - POINT OF CURVATURE / NI 42.37 GB I FG PT - POINT OF TANGENCY G SW _ ' ELE. - ELEVATION 50 Cf' mI L - STATION OFFSET LEFT R - STATION OFFSET RIGHT / 42.47 II IIII TBC _ TOP BACK OF CURB ° TBC 0 s ^ O I I LIP LIP OF GUTTER N BC MATCH LINE - SEE SHEET C 3 .0 0 �° O 42. W °o T 42 63/ liv - I43 79 SW - SIDEWALK Z ' � SW � TOC - TOP OF CONCRETE O / 43.82 �C �IuI♦- � �- -�� u� �� -� s�l G� �B 98 42.GB SW GB FG FG - FINISH GRADE uj � IU - 37.22� 38.46 00 38.52 40.42 �° I w � 37.35 E. TOWER ST. \ I TBC TBC TBC 2739 TBC TBC 40.78 42.17 42.17 SHEET NOTES oc -E� 37.82 39.05 SW 41.03 0) TBC 'GB GB 1 38.84 37.83- SW SW 39.16 39.05- SW SW -39.09 41.02 SW - 40.99 n 0 4 IIII- �, A. SEE SHEET C1.1 FOR GRADING NOTES. -EG c 0 SW -3�"GI 3 1 GB i 0"GI 30' 30"GI 30' i 42.13 s o _ GB GB 0 - GB N GB GB SW GB O 42.73 42.71 111 13 -40.98 TBC I J �I I B. SEE SHEETS C2.0-C2.15 FOR ROADWAY 37.32 37.32 37.93 37.43 38.20 38.54 38.57 38.32 40.45 40.75 40.52 40.52° 40.48 TBC 44.08 GB 42.90 �� 43.97 IMPROVEMENT PLANS. GB GB I ( 37.43 GB GB GB GB GB GB GB GB Gg GB o 40.48 GB 42.42 42.92 A2 GB FG & f A 37.84 Gg \ 38.7p 9 1 11 40.17 GB Gg SW W�° SW 1 I C. SEE SHEET C2.16 FOR TYPICAL ROAD SECTION. TBC s 37.84 14 I O2 38.72 s TBC O I O TBC s 14 I 42.42 vr- h� °o TBC \ TBC o 38.90 I 40.36 I TBC 1 GB 42.92 I II �m SW w 40.31 42.40 GB 3 fc , 38.54 38.03 � � `� � 38.03 �38.42 38.92 SW SW GB sCo 5 w14 38.40 38.40 39.86 KEYNOTES GB SW w SW�1 GB SW � 40.44 40.75 39.86 N 42.70 O 37.53 37.53 37.53 37.53 u- 38.42 38.90 GB GB GB GB GB GB 40.36 39.81 39.81 O 42.68 I I B GB 38.03 I 38.03 GB GB GB 38•92 s GB GB o\ BI 40.30 GB Gg TBC T 42.90 44.07 I II- 43.46 1. INSTALL 5' WIDE CONCRETE PATH PER ISPWC SD-709. °z o / O3 GB 38.11 °D GB 1 I GB I 38.92� O I I 12 39.75 �° GB I 42.38 42.88 SW GB I FG TBC s 38.13 13 O3 38.96 TBC 39.11 39.94 TBC s 39.75 13 GB SW I _ _ TBC 42.38 m GB 48 38.31 38C33 11 38.66 39TB6 SW SW � 39.95 I 42.28 SW N SW GB SW 38.61 38.61 40.43 40.74 39.44 39.44 SW GB GB 42 GB I � I I 37.81 37.81 39.1 1 GB GB GB 39.94 I 37.83 37.83 38.66 � GB GB I GB 39.45 39.45 s O BLOCK 3 II I �� GB GB I o �° ° 38.33 GB Gg GB 39.16 s C'g I GB o BLOCK 4 O4 42.44 II mm 39.95 GB 42.42 13 _ GB / TBC IIII _III 39.97 �, GB TBC 43.81 I I 0 O 38GB 38.3 TBC GB GB rn 39.13 42.1 1 d 42.61 42.63 GB 43.32 38.43 GB ;BC s 38.41 12 BLOCK 6 4O 39.20 ^ TBC 39 33 I I 40,sW TBC s 40.07 12 I _ Gg SW SW I FG GB 38.56 TBC 2738 - TBC N S - TBC "' w m I SW w 38.61 I 38.90 39.40 5 39.33 GB 38.833 40.43 40•GB 39.66 39.66 o, 40.26 42.04 42.1 1 jFGB SWw GB 40.16 SW I GB GB 42.61 I I I II mm Plan Scale: 1" _ ##' GB 06 38.GB SW 38.1 1 I 38.90 GB GB ;' GB I o I I 38.11 1 I s 39.35 6O I 14 ? N 39.76 s O I I I 39.76 J O38.56 38.62 j 38.61 GB Gg m GB 39.40 m 40.25 40.26 GB GB 5 w 42.17 GB TBC Q I GB GB 03 TBC 39.54 40.44 TBC ® GB 4 TBC > TBC I I 38.37 38.81 I = " s 38.69 11 / 5 39.44 SW SW s 40.38 11 w 42.37 43.54 I +- 43.41 I ~ O I 39.94 TBC O 41.85 r 42.35 u SW GB II FG ' GB SW Z q TBC M� TBC 39.04 39.04 40.42 40.72 39.94_ I GB SW z GB 38.31 Lu vi 38.89 cy 39.14 39.64 LLi 39.54 GB GB GB 40.44 < 40.58 w LT- I GB GB I N SW GB SW > op 11 GB GB GB GB GB I > SW m 41.80 41.85 p > 38160 N 38.39 38.39 39.14 w s 39.56/ O I 15 w 40.08 GB GB 42.35 v N Ln 38.81 O1 BLOCK 7 O6 GB TBC 38.89 GB GB GB 40.53 40.08 d O I m J z 40.58 GB GB 41.91 II m O 38.32 38.79 � s I GB / I 39.GB 11 w TBC SW 76 I 40.SW TBC O GB GB I 6 In 41.89 N " s TBC 8 I II 1I I z z N I GB SW w 38.48 10 O6 39.68 N 39.26 39.26 40.41 40.23 w a 00 s 40.70 10 TBC g SW 09 43.28 I 143.39 Q TBC TBC 40.71 40.23 Q TBC ° 42.08 J UO 38.29 38.29 I N 39.76 GB GB I GB GB GB GB 40.73 I v I 41.58 GB I FG z o I / GB GB I 38.68 39.38 39.88 s GB _ 40.89 GB , vi GB SW w I Iso O � vi I O 38.Cg9 38.32 SW 38.18 38.18 GB 39.38 SW w 13 TBC 8 O I 16 40 gC SW 40.39 40.39 41.56 41 GB,42.08 41.64 I I I m _� O TBC � 38.68 GB Gg GB 39.88 39.98 I 41.01 � L40.89 GB GB GB ( GB A38.27 w TBC z 38.51 GB GB SW SW GB s 9 GB I O O I - O 41.55 41.83 O W SW s 38.32 2738 7 39.92 TBC GB GB 39.48 40.40 40.70 40.51 40GB 41 Gg1 0, s TBC 1 9 40.70 7 TBC 5 SW 43.01 Q 38.01 38.01 SW TBC 39.98 GB GB -GB GB GB �; 41.74 43.46 0 9GB GB 38.13 37.88 39.60 40.12 I I 41.20 42.03 SW GB O38.51 38.1 1 TgC GB GB GB Swills 40.00 O I 17 41.10 SW GB GB P FIG m - \W GB TBC' I 6 PI-39.61> PI OD TBC 40.19 41.29 TBC 40.70 6'PI 41.32 1 / o 38.23 38.30 �38.19 8 GB.40.11 � SW �_ SW 41.21-GB 8 77- GB-41.74 41.61 41.51 �I� I I z O GB SW SW a38.13 GB SW L 0 39.69 39.69 40.39 40.69 40.79 40.79 � GB 2742 GB SW TBC III- o Q 37.82 37.82 38.01 40.19 GB GB GB 41.29 I ` " 8" a"w a»w a"w \ 41.69 II m GB GB 38.25 TBC 2'I�a 8 w E. STAKE ST. 8"w a"w GB I GB GB I GB GB E. STAKE ST. 41.46 SW I I 0 4- GB 37.82 �37.94 38.29 8„ 38.74 s 5 s 39.95 O O 41.12 5 a°s 41.40 41.64 s„s 41.88 8 s TBC 3 TBC 5 41.87 43.10 43.49 Q 39.25 39.75 2 18 �O 38.26 GB TBC TBC TBC TBC TBC � TgC I TBC TBC TBC TBC 41.66 FG GB I FG w 40.15 I 41.32 38.21 11 37.78 FG SW SWkc SW 41.67 s � = w 39.65 39.65 40.38 40.69 40.82 40.82 w 41.95 40.15 GB GB GB GB 40 N 41.58- -41.84 42.08. 41.92- FG GB 12 38.13 I FG ,38.49- 38.94 39.44- 39.94 37.67 37.68 SW 38.15 SW SW SW SW GB I GB 41.G6 � SW SW SW SW 11 I GB GB 38.23 Gg, 37.65 SW SW 39.44 39.43 39.93 �° O 19 ' 41.68 13 41.75 11 Pr FG GB 39.71 ° ( 40.91 a 41.11 41.84 42.08 41.92 GB FG I 0 GB GB GB GB GB I O GB GB GB � 10 s N 38.22 TBC 39.90 39.36 40.61 41.15 TBC GB 41.18 43.34 IM � � Q 38.19 38.01 FG I 37.99 38.44 GB I SW GB GB 41.34 41.58 41.42 ( FG 54 I_ 38.64 FG 38.44 GB GB GB / SW w Bg63 GB GB GB GB GB I X GB FG 1 39.36-6"PI 9r- 640.61 1 6"PI I W FG 14 I 15 16 17 I GB 40.3E 40.68 18 17 16 15 tk4l.96 42.16 38.14 38.14 ® GB•90' 1 GB GB GB 41.G6 FGGB GB 37.89 37.65 � � co - I I�I� �$m Q FG O 11 GB N 13 GB 37.99 38.44 38.94 39.43 I : 1 40.75 41.34 41.5E 41.42 41.18 12 It I X38 25 38 25 GB GB GB GB GB GB GB I GB GB 43.51 I I I N a I ,I JI t GB GB I r GB I' 38.411 6 PI 6 38.75 U38.75 6 39.03 6-PI-39.31- P1 39.621 39.93 s"PI BLOCK 5 I 41.27 41.23 6 PI 41.45 41.67 6 1142.14 6 1 42.1E 1 6 PI 6 F43.63 o o GB GB GB GB GB GB GB 18 I GB GB GB GB GB FG FG z �fl 0 10 III II NI N I III o ui o I m z I I N o 0I S III II 40.39 39.05 4. TBC A0 TBC o, III o o I I ^"� u'� 40.58 I m I 39.24 a N SW SW o / - �I 6°PI N I ( S V o in in cn w C14W : ..w 8„w 214� v' 8" 2740 � 8•.w \ E. SPIRE T. I I m a �I 39.09 2j 39.09 39.53 39.94 i 39.80311S 40.04 40.37 40.70 I III I I \ s TBC 3g TBC 8 s TBC s s TBC 8 s s TBC ,TBC 8 s TBC s TBC s Cn I II I E N G I N E E R I N G '^ I \ 39.28 39.29 39.72- 40.13 39.98- 40.24 -40.57 40.90 � I 9233 WEST STATE STREET N SW BOISE IDAHO 83714 o � \ SW SW SW SW SW SW SW I 38.78 39.29 39.72 40.13 0 39.48 40.24 40.57 40.90 I I I I PHONE(208)639 6939 a I I 1 GB GB GB GB GB GB GB GB I Io kmengllp.com / 39.28 38.79 39.22 - 39.63 > 39.98 / 39.74 40.07 I 40.39 I m o I GB GB GB GB Q GB GB GB GB I I I �om DESIGN BY: LCK Q ®O 2 DRAWN BY: LCK/SRM w g I \ BLOCK 8 m BLOCK 9 I I CHECKED BY: LCK o N \ � I / I � � DATE: NOVEMBER 2020 38.7E 38.79 39.22 39.63 39.4E 39.74 40.07 40.39 I Ioo I \ GB GB GB GB GB GB GB GB m PROJECT: 20124 l SHEET NO. 6P 6PI 6i ' 6PI PI 6PI 6 1 \ v I ICI I I 39.288- 39.C7g \ 40.Cg6 40.CgO 40.70 40.76 40.83 40.90GB � \I GB GB GB GB I I m C3. 1 I II I I l � I a SHEET NOTES KEYNOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY NOTES. 1. SB #1 SEE SEEPAGE BED DETAIL #2 ON SHEET C4.3 Fps \r.ENSF�G�y p B. SEE SHEET C4.2 FOR STORM WATER DETAILS. (1 16'L x 12.5'W x 8.5' D) C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 15 FEET FROM 2. SB #2 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 EXISTING GROUND SURFACE. FOR ADDITIONAL INFORMATION REFER TO THE "LIMITED (1111 x 12.5'W x 8.5'D) 6860 11/20/20 GEOTECHNICAL ENGINEERING REPORT - PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. SEE SHEET C1.2 FOR WELL LOCATIONS. FOR ADDITIONAL 3. S91' 3x 512 5 SEEPAGE BED DETAIL #1 ON SHEET C4.2 y� 9rF OF SOP �v GROUNDWATER INFORMATION REFER TO THE "PINNACLE 2019-2020 GW MONITORING ( 0 50 100 150 'S' REPORT" PREPARED BY NRS, DATED JUNE 27, 2020. ALL GROUNDWATER DEPTHS WERE ��/�/ C K\N GREATER THAN THE DEPTH OF THE MONITORING WELLS. THE CALCULATED INFILTRATION 4. SB #4 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 Plan Scale: 1" = 50' RATE WITHIN POORLY GRADED SAND WITH GRAVEL WAS DESIGNED TO BE 8 IN/HR OR (93'L x 125W x 85D) GREATER. REFER TO THE "LIMITED GEOTECHNICAL ENGINEERING REPORT- PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. 5. SB #5 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 D. PROVIDE WATER-TIGHT SEALS AT PIPING ENTRANCES/EXITS FOR CATCH BASINS, (321 x 15'W x 85D) DIVERSION BOXES, AND MANHOLES. 6. SB #11 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN (391 x 15'W x 7.0'D) \ \ \ \ ry 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE STORM \ \ 8 II PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BE \ \ \ ACHD STORM DRAIN EASEMENT 8 W USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. 7. SB #12 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 \ (68'L x 10'W x 8.5'D) A 'J \ � F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD Ci \ \ \ \\\ 7 .1 0 SUPPLEMENTS TO THE ISPWC. STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC 8. INSTALL GROUND WATER OBSERVATION WELL PER ACHD 76 - 18" ADS N-12 f, RATED LIDS UNLESS OTHERWISE SPECIFIED. SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION \\ \ \\ .0' 0% c a I \ BED 5' FROM THE END AND OUTSIDE OF BED A \ \ 0.00% t I G. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS FOR STORM WATER MINIMUM OF 50' FROM THE PERIMETER OF THE BED. N \ \ \ \ SDMH #14 0 DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES IMPLEMENTING \ \ 48"0 SDMH FLAT TOP 44.5' 12" ADS N-12 HP THE BMP'S RECOMMENDED IN THE SWPP PLAN PREPARED FOR THIS SITE, REGULAR \ \ \ RIM:2744.72 @ 0.40% SITE INSPECTIONS, DOCUMENTATION OF MODIFICATIONS TO THE SWPPP AND OTHER \ \ \ SUMP:2738.21 = Co Ii REQUIREMENTS AS SET FORTH IN THE NPDES GENERAL PERMIT. 8,w 8„w \\ \ \ INV IN:2740.96 12" (E) I \ \ \\ INV OUT:2740.21 18" (N) °' H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND ACHD. \ \ 5.3' 12" ADS N-12 HP cn I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM DRAIN MONUMENTS TO IDENTIFY \\ \ ® 0.40% z ALL STORM DRAIN MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER PIPE \ \ \\ INLET #28 Ln JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH SECTION 8018 OF THE ACHD BLOCK 2 \ c \ \ ACHD SD-601, TYPE 1 ! � g DEVELOPMENT POLICY MANUAL AND ISPWC SD-623. N 0 \ \ RIM:2744.16� �u F \ \ SUMP:2739.9&' oC - J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, THE CONTRACTOR SHALL 1O \ \ \c INV IN:2740.98 12" (E) CONFORM TO THE STANDARDS SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF \ \ INV OUT:2740.98 12" (W) THE ACHD STORMWATER GUIDELINES. \\ \ \ \ \ Q25=0.61 cfs K. INSTALL STORM DRAIN MANHOLES PER ACHD SUPPLEMENTAL DETAIL SD-611 WITH N \ \ Q100=0.85cfs ,A\ REINFORCED CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE SECTION. ALL \\ \ c \\ INLET #27 MANHOLES SHALL BE HS-25 RATED. \ \ ACHD SD-601, TYPE I L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 AND 8200 OF THE 2017 \ \ RIM:2744.16 \ \ SUMP:2740.16 ACHD POLICY MANUAL. \ c /6 INV OUT:2741.2 0. (W) M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE LOCATED ABOVE THE MAXIMUM \ Q5=0.59cfs GROUNDWATER SURFACE ELEVATION PER THE INTERNATIONAL BUILDING CODE, \ Q100=0.82cfs o INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN REQUIREMENTS. N LJ \ G m < 6 � w 0 a \ y c 0 m w o 47.0' 18" ADS N-12 HP BLOCK 1 8 8 6 y°�'\ sAr roc\\ c m > @ 0.00% \ \ \ _0 - 8INLET I N - INLET IV ACHD SD 604A, TYPE IV ACHD SD6 601, TYPE I O 2 � � ACHD SD 604A, TYPE IV � 1 s•. N RIM:2741.66 ;b ci RIM:2741.66 SUMP:2737.54 8: SUMP:2737.66 \ o Q u RIM:2738.05 INV IN:2738.54 12" (NE) iINV OUT:2738.66 12" (SW) J U o SUMP:2733.56 � ,y O u INV IN:2734.56 12" (W) w \ Q25=0.71 cfs vi INV OUT:2734.56 12" (E) 119.0' 18" ADS N-12 HP N INV OUT:2738.54 12" (SW) 5 � g Q25=0.36cfs @ 0.00% Q25=0.32cfs Q100=0.99cfs Q100=0.50cfs I 51.5' 12" ADS N-12 HP Vie' Q100=0.45cfs' z 6 o 40 ACHD STORM DRAIN EASEMENT I v ® 0.40% \ / �v \ 8 O Z SDMH #13 INLET #4 42.6' 18" ADS N-12 HP \ Lu 48"0 SDMH FLAT TOP ACHD SD-601, TYPE I Vie` ® 0.00% _ 2 Ln O C RIM:2738.58 INLET #1 RIM:2739.14 $� 5 30.5' 12" ADS N-12 HP > = G SUMP:2731.79 ACHD SD-601, TYPE I ACHD STORM DRAIN EASEMENT I SUMP:2735.14 / 0 5 @ 0.40% - Q LJ..I INV OUT:2736.14 12" (W) \ e� 1`11 11 0 0 > _ INV IN:2734.54 12" (W) RIM:2737.32 Q25=1.61cfs o �� \ "° 5.2' 12" ADS N-12 HP m - Q �o INV OUT:2733.79 18" (N) SUMP:2734.32 INV OUT:2735.32 12" (S) I Q100=2.24cfs 6p� \ o°` / ® 0.40% �_5.3' 12" ADS N-12 HP Q25=0.84cfs 0.40% SDMH #2 Q100=1.18cfs - 48"0 SDMH FLAT TOP ACHD STORM DRAIN EASEMENT V) 6"PI 6"PI 6'�' I la"o' 6"PI 6'PI 6'PI 6"PI 6'PI 6"PI 6"PI 6"PI "PI II NLET #5 6"PI 6"PI / 47.5' 12' ADS N-12 HP 86.7' 12" C900 # RIM:2739.69 ACHD SD-601, TYPE I 0.40% ® 0 70% INLET 7 SUMP:2733.13 RIM:2739.14 v� �� SDMH #5 Co ACHD SD-604A, TYPE IV $ 0 INLET #25 w INV IN:2735.88 12" (E) - SUMP:2734.93 rn, \ 48"0 SDMH FLAT TOP ACHD SD-601, TYPE I 12"w - _ �2"w 2"w 12"w "" 12"w ��"w 12'w _ � RIM:2738.25'w 2U 2"w N 8"w 8"w � q "° INV OUT:2735.13 18" (N) - INV IN:2735.93 12" (E) RIM:2741.99 RIM:2738.05 5.3' 12" C900 SUMP:2734.13 LJ..I rc,` SUMP:2735.77 ^� E.TOWER ST. INV IN:2735.13 12" (E) INV OUT:2735.93 12" (W) INV IN:2738.52 12" (NE) = LU W SUMP:2733.75 @ 0.40% Q25=0.82cfs • INV OUT:2735.13 12" W s 5 8"s 8"s 8"s 8"s 8's 8"s 8"s 5 "s 8"s 5 \ ( ) INV OUT:2734.75 12" (E) SDMH #1 1 8"s INLET #2 -8's 8's ( ) Q100=1.14cfs - INV OUT:2737.77 18" SW 48"0 SDMH FLAT TOP Q25=0.64cfs Q25=0.49cfs ACHD SD-604A, TYPE IV m N RIM:2737.44 �; Q100=0.90cfs � 5.3' 12" ADS N-12 HP ° Q100=0.68cfs RIM:2737.10 � O SUMP:2732.96 �' SUMP:2733.85 30.5' 12" ADS N-12 HP 5.3' 12" ADS N-12 HP 1.00% INV IN:2734.71 12" ( ) Q25�0 88cfs4.85 12" W V, 0.40% C�? 0.40% � ., 4 i 30"GI-INV OUT.2733 96 18" (S) - ( )GI 1 "GI 30"GI 30"GI La I i 30"GI 0"GI 30"GI 30"GI 30"GI 30"GI 3�G 30"GI i S O Q100 1 22cfs SDMH #3 cl m \ X N C 48"0 SDMH FLAT TOP I INLET 9 _ w o CD RIM:2738.59 INLET #6 m ACHD SD-604A, TYPE IV SUMP:2732.36 ACHD SD-604A, TYPE IV _u Q n I N - RIM:2739.44 \ s 14 INV IN:2735.11 12" (E) I N s RIM:2738.25 11 SUMP:2735.32 s 14 wOD 2 30.5' 12" C900 INV OUT:2734.36 18" (S) � SUMP:2734.25 Co 1 INV OUT:2735.25 12" (W) INV IN:2736.32 12" (E) 0.40% a "GI I Q25=1.03cfs INV OUT:2736.32 12" (W) 00 30.5' 12" ADS N-12 HP N w Q 100=1.44cfs"PI 124.0' 18" ADS N-12 HP w INLET #3 99.0' 18" ADS N-12 HP w Q25=0.80cfs w ® 0.40% C S 5 ® 0.00% _ ACHD SD-604A, TYPE IV ® 0.00% �° Q100=1.12cfs \ cl RIM:2737.10 I v °D INLET #8 O Cli Z N SUMP:2733.73 3 � 5.3' 12" ADS N-12 HP ACHD SD-604A, TYPE IV m Q I v INV IN:2734.73 12" (E) C s \8 12 ® 1.00% _ w O s s INV OUT:2734.73 12" (W) 3 o SDMH 4 S SUMP 27 5.44Do- � O # INV OUT:2736.44 12" (W) 13 - � Q100=1.2cfs U 48"0 SDMH FLAT TOP 1.22cfs Co o I C Q100=1.15cfs ACHD STORM DRAIN EASEMENT 8 8 SUMP 2733 51 r Q100=1.70c Ln �_ji- 0 Q 100=1.70cfs wCi w � � ACHD STORM DRAIN EASEMENT m INV IN:2736.26 12" (E) �? I f INV OUT:2735.51 18" (S) O s \ ci I o 8 Ico_ Co \ m o I I G) s � 8 LLi s @I ® 10 00%8" ADS N-12 HP s 5 s 12 \4 > m a � � Q o 12 w ACHD STORM DRAIN EASEMENT w _0C W � 5 J O, I OD N I w 4 m � 00 � " w N C' s Q m N s \ 14 I _ \ s \ O s _ � a w _ s 11 \5 I s 8 11 E N G I N E E R I N G 0 I I IV $ v w> 00 9233 WEST STATE STREET vi L m Q BOISE,IDAHO 83714 o C uj w PHONE(208)639-6939 O' > U o Cn s \ @ " w Q kmengllp.com N I,, \_ O s °o Z v Q �_ DESIGN BY: LCK U m G) N S $ DRAWN BY: LCK/SRM z I In s _ 5 w oo_ 10 m_ O J wo U S 10 s CHECKED BY: LCK o DATE: NOVEMBER 2020 v N w \z w 4 16 m w PROJECT: 20 124 sSHEET NO. � II "u) � � � � � � >• � � � � � `� � � � � � � � � � � � � � � >• >• � � >• >• >• >• >• � � >• � c4.o MATCH LINE - SEE SHEET C4. 1 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL, ACHD, AND UTILITY �Sg\ANAL NOTES. ENSF F \CD ?� 0 50 100 150 F B. SEE SHEET C4.2 FOR STORM WATER DETAILS. Plan Scale: 1" = 50' 68 C. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 15 FEET FROM EXISTING GROUND SURFACE. s> 11/20120 0 �o FOR ADDITIONAL INFORMATION REFER TO THE "LIMITED �� qTF OF \OQ v GEOTECHNICAL ENGINEERING REPORT - PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. ��/�/ C. K\\J SEE SHEET C1.2 FOR WELL LOCATIONS. FOR ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "PINNACLE 2019-2020 GW MONITORING REPORT" PREPARED BY NRS, DATED JUNE 27, 2020. ALL GROUNDWATER DEPTHS WERE GREATER THAN THE DEPTH OF THE MONITORING WELLS. THE CALCULATED INFILTRATION RATE WITHIN POORLY GRADED SAND WITH GRAVEL WAS DESIGNED TO BE 8 IN/HR OR GREATER. REFER TO THE "LIMITED GEOTECHNICAL ENGINEERING REPORT- PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. D. PROVIDE WATER-TIGHT SEALS AT PIPING U-i ENTRANCES/EXITS FOR CATCH BASINS, DIVERSION BOXES, Q AND MANHOLES. E. ALL STORM PIPE WITHIN ROW SHALL BE C900 WHERE COVER OVER PIPE IS LESS THAN 2 FEET. OUTSIDE OF ROW OR WHERE COVER IS GREATER THAN 2 FEET THE STORM PIPE SHALL BE ADS N-12 HP PIPE OR APPROVED EQUAL. FLOWABLE FILL SHALL BE USED WHEN LESS THAN 5-FEET OF SEPARATION BETWEEN STRUCTURES. F. ALL DRAINAGE STRUCTURES SHALL BE PER ISPWC STANDARDS AND THE ACHD SUPPLEMENTS TO THE ISPWC. N STORM DRAIN STRUCTURES SHALL HAVE HS-25 TRAFFIC z MATCHLINE - SEE SHEET C4.O RATED LIDS UNLESS OTHERWISE SPECIFIED. 0 G. THE CONTRACTOR SHALL COMPLY WITH ALL THELu ui ui m m INN =1 m m m m m m m m m m m INN m 0 m m m m m mmonsim MINIM MINIM Ming Elloommmmmmim MINIM MINIM mini MENII loom MINIM MINIM mi REQUIREMENTS FOR STORM WATER DISCHARGE ~ INLET #12 cl ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS INCLUDES s O IMPLEMENTING THE BMP'S RECOMMENDED IN THE SWPP U) 9 ACHD SD-604A, TYPE IV INLET #14 7 � PLAN PREPARED FOR THIS SITE, REGULAR SITE 7s__ RIM:2737.64 s O # SUMP:2733.64 LLi ACHD SD-604A, TYPE IV s INLET 15 ( ) m > > RIM:2741.13 ACHD SD-604A, TYPE IV �` SWPPPINSPECTIOND OT�ERMREQUIR�MENTSN OF MODISIETT FORTH TOIONS THE INV OUT:2734.64 12' S AS s Q25=0.48cfs Q s O 17 a z SUMP:273(.1 j THE NPDES GENERAL PERMIT. w w INV OUT:2738.13 12" SE S MP72737 01 O - Q100=0.67cfs a - Q25=0.59cfs INV IN:2738.01 12" NW 30.5' 12" ADS N-12 HP "PI 6"PI 6"PI w O 6"PI 6"PI ( ) H. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN 6 8 Q100=0.83cfslb ( ) ENGINEER AND ACHD. ® 0.40% $ � w � � - INV OUT:2738.01 12" S N # � N w Q Q25=1.02cfs o SLAT 6 INLET #13 N a U 6 Q100=1.42cfs I. THE CONTRACTOR SHALL PROVIDE AND INSTALL STORM 48"0 SDMH FLAT TOP " ,� _ : a„u a„� SDMH #7 10 DRAIN MONUMENTS TO IDENTIFY ALL STORM DRAIN RIM:2737.98 8"w ACHD SD-604A, TYPE IV w "w 8 w 8 w 8"w 8"w 8"w 8'N " Z SUMP:2731.74 RIM:2737.64E. STAKE ST. s O 18 a E. STAKE ST. 30.5 12 ADS N-12 HP 5 48"0 SDMH FLAT TOP MANHOLES, SEDIMENT BOXES, DROP INLETS, AND OTHER z SUMP:2733.52 ® 0.40% RIM:2741.57 PIPE JUNCTIONS OR TERMINUSES IN ACCORDANCE WITH INV IN:2734.49 12" (N) 8" 8"s - 8"s 5 s 8"s 8"s 8" 8"s 8"s 5 SUMP:2735.20 �� SECTION 8018 OF THE ACHD DEVELOPMENT POLICY INV OUT:2 4.52 12" (N) 12.8 12" ADS N-12 HP INV IN:2737.95 12" (N) �r MANUAL AND ISPWC SD-623. - INV OUT:2733.74 18" (S) � INV OUT:2734.52 12" (S) °D � Q25=1.07cfs w INV OUT:2737.20 18" (S) J. FOR UTILITY CROSSINGS AT SEEPAGE BED LOCATIONS, Q100=1.50cfs I THE CONTRACTOR SHALL CONFORM TO THE STANDARDS rr7i SET BY THE CITY OF MERIDIAN AND SECTION 8200 OF \ /� Z O �( THE ACHD STORMWATER GUIDELINES. w 6.3' 12" ADS N-12 HP 96.0' 18" ADS N-12 HP 13 11 C @ 0.40% O m 19 ® 0.00% K. INSTALL STORM DRAIN MANHOLES PER ACHD 10 s r° 85.0' 18" ADS N-12 HP °r° � SUPPLEMENTAL DETAIL SD-611 WITH REINFORCED 1 I @ 0.00% CONCRETE REDUCER SLAB IN PLACE OF ECCENTRIC CONE SECTION. ALL MANHOLES SHALL BE HS-25 RATED. 14 2 � 15 16 17 6"PI 6"PI 6"PI 6'PI 6"PI 6"PI w 6"PI °° 18 17 16 15 O O O 1 L. THE STORM WATER DESIGN IS BASED ON SECTIONS 8000 5.3' 12" ADS N-12 HP AND 8200 OF THE 2017 ACHD POLICY MANUAL. ® 0.40% L - 6 ACHD STORM DRAIN EASEMENT-"el' O M. THE BUILDING FINISH FLOOR ELEVATIONS SHALL BE INLET #17 a � 11 ACHD SD-601, TYPE I � w - - $ LOCATED ABOVE THE MAXIMUM GROUNDWATER SURFACE ACHD STORM DRAIN EASEMENT RIM:2738.49 6 ELEVATION PER THE INTERNATIONAL BUILDING CODE, SUMP:2734.37 14 INTERNATIONAL RESIDENTIAL CODE, AND CITY OF MERIDIAN z INV IN:2735.37 12" (E) REQUIREMENTS. O Q 18 C. INV OUT:2735.37 12" (W) 19 z J 6"PI 6"PI 6"PI 6"PI 6 PI 6" 6"PI 6"PI 6' II 6 PI 6"PI 6'PI Q25=0.60cfs 6"PI 6"PI PI 6"PI 6"PI 6'P 6"PI 6,pi 6"PI 6"PI 6 PI KEYNOTES _ 6 Q100=0.84cfs ACHD STORM DRAIN EASEMENT 6 g $ z - °' 6 10 5.3' 12" ADS N-12 HP 1. SB #6 SEE SEEPAGE BED DETAIL #2 ON SHEET C4.3 76.0' 18" ADS N 12 HP 86.0' 18" ADS N-12 HP z 0.40% (71'L x 10'W x 8.5' D) _ � 0.00% � INLET #16 ® 0.004 � INLET #20 � Q LJ..I 3 ACHD SD-601, TYPE I ACHD SD-601, TYPE I I 2 87' 7x SEE SEEPAGE xEP$5ED)BED DETAIL #1 ON SHEET C4.2 \ RIM:2738.49 INLET #21 RIM:2739.91 SDMH #8 � SDMH #9I W SUMP:2734.49 ACHD SD-601, TYPE I 48"0 SDMH FLAT TOP c SUMP:2735.79 - Q 48"0 SDMH FLAT TOP RIM:2739.49 INV IN:2736.79 12" (E) 3. SB #8 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 0 0 RIM:2739.03 r � INV OUT:2735.49 12" (W) RIM:2740.46 s SUMP:2732.60 Q25=0.50cfs SUMP:2735.49 co (68'L x 15'W x 8.5'D) m SUMP:2734.01 INV OUT:2736.79 12" (W) INV IN:2735.34 12" (S) Q100=0.69cfs INV OUT:2736.49 12" (S) INV IN:2736.76 12" (E)� Q25=0.34cfs 0 INV IN:2735.35 12" (E) Q25=0.17cfs INV OUT:2736.01 18" (N)l Q100=0.48cfs 4. SB #9 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 m Q100=0.23cfs (78'L x 15'W x 8.5'D) z Cn INV OUT:2734.60 18" (N) 30.5' 12" ADS N-12 HP Q 52.1' 12" ADS N-12 HP 30.5' 12" ADS N-12 HP p 0.40% 15.7' 12" ADS N-12 HP ® 0.40% ACHD STORM DRAIN EASEMENT ® 0.40% o ri o ® 0.40% I o 5. SB #10 SEE SEEPAGE BED DETAIL #1 ON SHEET C4.2 0 s SDMH #1 1 ktu-1 (59'L x 13'W x 8.5'D) - 65.3' 12" ADS N-12 HP SDMH #10 = W Lu 48"0 SDMH FLAT TOP ® 0.48 w ,wAm.. = 48"0 SDMH FLAT TOP 6. INSTALL GROUND WATER OBSERVATION WELL PER ACHD IN RIM:2740.31 RIM:2739.83 SD-627, SHEET C4.2. INSTALL WITHIN THE INFILTRATION SUMP:2734.22 INLET #19 E. SPIRE ST. SUMP:2734.42 ACHD SD-601, TYPE I BED 5' FROM THE END AND OUTSIDE OF BED A s 8"s "s 8"s 8's- INV IN:2736.22 12" (E) 8"s 8"s s 8"s INV IN-2736.42 12" (S) -8"s 8"s RIM:2739.91 0 MINIMUM OF 50' FROM THE PERIMETER OF THE BED. 0 INV OUT:2736.22 12" (SW) INV IN:2736.43 12" (N) SUMP:2735.91 Q s G INLET #18 ul 40.5' 12" ADS N-12 HP INV OUT:2736.43 12" (W) INV OUT:2736.91 12" (W) Cn C0ACHD SD-604A, TYPE IV ® 0.40% 14.7' 12" ADSN-12 HP Q25=1.42cfs I RIM:2738.66 r Q100=1.99cfs X SUMP:2734.66 SDMH #12 © 0.40% o I_LI INV OUT:2735.66 12" (N) 48"0 SDMH FLAT TOP INLET #22 0 O Q66 12"7cfs RIM:2740.11 m ACHD SD-604A, TYPE IV SUMP:2733.30 RIM:2739.49 Q Q100=0.93cfs o LLi V) INV IN:2736.05 12" (NE) 5 cn SUMP:2735.48 Q O INV OUT:2736.48 12" (N) I o a INV IN:2736.25 12" (E) •- � 2 Q25=0.78cfs � INV OUT:2735.30 18" (S) Q m w Q 100=1.09cfs N O O O INLET #23 O N ACHD STORM DRAIN EASEMENT N ACHD SD-604A, TYPE IV RIM:2739.77 66.1' 18"I ADS N-12 HP I 6 6 SUMP:2735.39 Z @ 0.00% INV OUT:2736.39 12" (W) T Q25=0.13cfs 2O Q 100=0.19cfs \-30.5' 12" ADS N-12 HP © 0.40% m 6"PI 6"PI 6"P 6'PI 6"PI INLET 24 6'F 6 PI "PI I < ACHD SD-604A, TYPE IV o RIM:2739.77 o SUMP:2735.27 D INV IN:2736.27 12" (E) INV OUT:2736.27 12" (W) Q25=0.14cfs Q100=0.19cfs 5.3' 12" ADS N-12 HP @ 0.40% a 0 E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 o PHONE(208)639-6939 kmengllp.com 0 a DESIGN BY: LCK N N z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u PROJECT: 20-124 SHEET NO. V O Q i NC4. 1 0 N a SS�pN A L f NC LEGEND �, / ENS Oi WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER F �CF149 'LF 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED FINISH GRADE O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER 6860 / TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- J, 21/20/20 0 CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 10 -11 TI III IIIII111 P BQ PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" F OF \OP w III- ii -_ illlli-ll °,; Q PIPE. DRILLED WELLS MAY USE 4" PIPE ti��N c -II��II -'=ill ° Q° `e 'O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK C-�I' II =i=ill- � - POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY I1 1I -1 I1=1I 3 -' AP e 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 5 3 NOTES: PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR ~ N.T.S. 2. THIISMDDAIILNAGE IIS FORC ILITIES J 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 w o o > - 18 Q -> H g 3 X W 6 SECTION CONCRETE COLLAR z if > N.T.S. O a a > � w cr w 9 7 I 8„ z SECTION N.T.S. 2017 ACHD REVISION 2017 ACHD REVISION IDAO STANDARDS FORHO STANDARDS PUB IC WORKS GROUNDWATER STANDARD DRAWING FOR IDAHPUBLIC WORKS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD- 627 CONSTRUCTION OBSERVATION WELL SD- 627 (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) 2 OF 2 z Fi A O Q z � � z � 5 LF OF 18"0* vi NO TREES ARE ALLOWED WITHIN O z ADS N-12 HP Ld J w 10' OF THE OUTSIDE PERIMETER FINISHED GROUND Lu -------- --------- Qm= OF THE SEEPAGE BED Ln O STORM MANHOLE ------- -------- �cn ELEV. - "A" (MIN.) - bi i�� / / � 6 o cn ELEV. - „B„ �� /� L.LJ .3 0 * 18"0 PERFORATED ADS N-12 HP. ELEV. - "C" m O J TRANSITION 5' IN BED NON-PERFORATED TO Ly A vS PERFORATED PIPE 5 z 5 w w Ln z Q LENGTH VARIES, SEE TABLE THIS SHEET m Q PLAN VIEW `° >~ ~ o �w o_w 0 w� Q o L u W Lu DC WATERTIGHT CONNECTION ELEV. - "D" 18"0 PERFORATED ADS * FINISH GROUND z 1� N-12 HP O 18" ADS CAP ;,,� � WIDTH VARIES, SEE STORM MANHOLE MAX. HSGW TABLE THIS SHEET V) ---- ___ ------_ _ = OR ROCK 0% SLOPE ELEVATION X -------- ------- - Lu 0 SECTION VIEW A-A C� Q V) PROFILE VIEW 1.�ISPWC 801 OR ASTM C33 FILTER SAND. 0 2. 3/4" - 2" ANGULAR ROCK. 4" OF CHIPS PIPE BEDDING 3. 18"0 PERFORATED PIPE. INSTALL PERFORATIONS PER ACHD a STORMWATER DESIGN GUIDELINES DETAIL BMP 04. GROUND WATER OBSERVATION 4. SUITABILITY OF SUBGRADE TO BE VERIFIED BY GEOTECHNICAL m WELL PER DETAIL ENGINEER. 5. NON-WOVEN FABRIC PER ACHD STORMWATER DESIGN GUIDELINES z SECTION 8200 DETAIL BMP 04. OVERLAP MINIMUM OF 1-FT TOP AND ° SIDES ONLY. a 6. A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE w WITHIN LANDSCAPE AREAS. A MINIMUM OF 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE. UNDER PAVEMENT, BACKFILL OVER o BED TO SUBGRADE WITH 6"-8" MINUS PITRUN AND INSTALL WOVEN GEOTEXTILE FABRIC OVER TOP OF BED. z 0 SEEPAGE BED TABLE o BED LENGTH BED WIDTH 100-YR VOLUME DESIGN INFILTRATION o SEEPAGE BED (FT) (FT) BED DEPTH (FT) ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D' GROUND WATER EL. PROVIDED (CF) RATE (IN/HR) 5 SB #1 116 12.5 8.5 2737.46 2735.96 2733.96 2727.46 2724.0f 5,934 8.0 o o SB #2 111 12.5 8.5 2739.67 2738.17 2735.13 2729.67 2726.Ot 5,659 8.0 GENERAL NOTES " SB #3 91 12.5 8.5 2738.57 2737.07 2734.36 2728.57 2725.0f 4,632 8,0 A. GROUNDWATER ELEVATIONS ARE EXPECTED TO REMAIN AT OR BELOW 15 FEET FROM EXISTING GROUND SURFACE. FOR ADDITIONAL INFORMATION a REFER TO THE "LIMITED GEOTECHNICAL ENGINEERING REPORT - PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. SEE SHEET C1.2 = SB #4 93 12.5 8.5 2739.76 2738.26 2735.51 2729.76 2726.0f 4,724 8.0 FOR WELL LOCATIONS. FOR ADDITIONAL GROUNDWATER INFORMATION REFER TO THE "PINNACLE 2019-2020 GW MONITORING REPORT" PREPARED BY < NRS, DATED JUNE 27, 2020. ALL GROUNDWATER DEPTHS WERE GREATER THAN THE DEPTH OF THE MONITORING WELLS. THE CALCULATED � SB #5 32 15.0 8.5 2742.21 2740.71 2737.77 2732.21 2729.0t 1,926 8.0 INFILTRATION RATE WITHIN POORLY GRADED SAND WITH GRAVEL WAS DESIGNED TO BE 8 IN/HR OR GREATER. REFER TO THE "LIMITED E N G I N E E R I N G g GEOTECHNICAL ENGINEERING REPORT- PINNACLE SUBDIVISION" PREPARED BY MTI, DATED APRIL 6, 2018. 9233 WEST STATE STREET SB #6 71 10.0 8.5 2738.12 2736.62 2733.74 2728.12 2724.0f 2,904 8.0 B. ALL MANHOLES AND DIVERSION BOXES SHALL BE HS25 OR GREATER LOAD RATED. BOISE,IDAHO 83714 C. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. o PHONE(208)639-6939 SB #7 87 10.0 8.5 2741.64 2740.14 2737.21 2731.64 2728.0t 3,563 8,0 D. BED WIDTH SHALL REMAIN CONSTANT. E. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY kmengllp.com SB #8 68 15.0 8.5 2739.02 2737.52 2734.60 2729.02 2725.0t 4,130 8,0 EXCAVATED. (NOTE: AN ACHD INSPECTOR MUST BE PRESENT FOR THE TEST). IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS N REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR RE-DESIGN THE SYSTEM DESIGN BY: LCK o SB 9 78 15.0 8.5 2740.43 2738.93 2736.08 2730.43 2726.Ot 4,745 8,0 TO ACHIEVE THE REQUIRED INFILTRATION. N # F. STORAGE VOLUME DOESN'T INCLUDE SAND WINDOW. DRAWN BY: LCK/SRM g SB #10 59 13.0 8.5 2740.08 2738.58 2735.31 2730.08 2726.Ot 3,190 8 0 G. WATER SERVICES, SEWER SERVICES, AND PRESSURE IRRIGATION MAINS CROSSING SEEPAGE BEDS SHALL BE INSTALLED PER ACHD REQUIREMENTS. CHECKED BY: LCK H. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL ° SB #11 39 15.0 7.0 2738.56 2735.79 2733.79 2728.79 2725.Ot 1,981 8 0 COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. DATE: NOVEMBER 2020 I. CONTRACTOR SHALL VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED WITH THE ACHD INSPECTOR PRESENT. SB 12 68 10.0 8.5 2744.79 2743.29 2740.21 2734.79 2729.Of 2,790 8.0 J. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR PROJECT: 20-124 # ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. SHEET NO. 0 SEEPAGE BED DETAIL #1 N NTS o N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ON\CENSF N fiyG� NOTES. F 1409 yF B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 6860 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY J, 11/20/20 0 v I� OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC ��9TF 0 SD-507. C uj N / 2 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF > e , MERIDIAN STANDARD DRAWING SW3. Q 6 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER a e/ /Py SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY o N N o EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE z r— C:). BASED ON STUB LOCATION. STATIONING TAKEN FROM o I I 5. ��o CENTERLINE OF SEWER ALIGNMENT. z w — — SSMH #A-1 (48-INCH) SSMH #A-2 (48-INCH) Q �� ° F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM STA: 3+94.10 OFFSET: 0.00' N STA: 7+51.92 OFFSET: 0.00' I I 6 �° ® SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY u, Wow N: 685003.38, E: 2459623.79 N: 685004.03, E: 2459981.61 p / SEWER MAIN AND SHALL BE 4" DIAMETER. Q 5"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"P p" 6"PI 6"'PI "PI 0 \ x0 p [if �5 �oG` KEYNOTES i—�- Ld U) U)12" 12"w .9 "w 12"w 12"w 12"w 12"w 12"w 1 12"w 12"w 12f3W 12"w � 8"w ` 8"w 8"w 8" 1 $ 0� / 1. MAINTAIN VERTICAL AND HORIZONTAL N- 'T2 EXISTING SSMH (60-INCH) O• 1 - 9 _ STA: 1+00.00 OFFSET: 0.00'_ E. TOWER ST. O° 1q'2 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY N: A: 1+ .80 E: FS T: 0.00'�1+00 — 2+00 3+00 4+00 5+00 6+00 7+00 8+00 �� OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 9.69 18's 18"s 18"s 1118"s •S 8"S 8'$ 18"S 8"S 81°S 8"S 8"S 1"S 8"S 8"S 8"Sl C1.1 FOR ADDITIONAL INFORMATION. o „° 2. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. — _ - - - - - - - - - 90° po 00. pp `90• pp SSMH #A-3 (48—INCH) STA: 8+38.47 OFFSET: 0.00' BLOCK 4 N N: 685004.19, E: 2460068.16 Z i 30"GI 30"GI 30"GI "GI I 30"GI 30"GI 1 "GI 30"GI 30"GI 3 i 30"GI 0"GI 30"GI 30"GI 30"GI 30"GI 3�G 30"GI I O O Co c N rn � � � ui BLOCK 7 Lu - Q Q w ~ O C _ C 14 O2 w O 11 � 14 - 10 Ln Z o N Q N N BLOCK 5 W N + SEWER ALIGNMENT "C", w _ -6 SEWER ALIGNMENT "D", N O SEWER ALIGNMENT "B", , co SEE SHEET C5.3. SEE SHEET C5.4. °D 00 SEE SHEET C5.2. ZE `° O 12 O 13 O C 13 _ ® ® 00o z m o o Cbo SEWER ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2755 2755 O w z Q ° W 2750 0 CD O Z " C) `.�.`. 00 Z T O - - Co 't O 0? \ Q co Co co o 0) O `� _ _ _ O 00 00 00 7 M o) o — Q Z Z O WIZ UOO W (n NNN I 0 �� N Q w Q OO Z . - - c NCO) N N N r coQ 't N J 2745 CO� oo o Co 00 00 a�o r r � N =COON Z o 2745 m — W NNN ? 1 - =O ao00oo � O 00 Do ( +Nzz z U�) > I..0 g ao N N N co I�N - - - O O N !n U) Z Z (n z > Q _ U)� 2 r2 I� I N N N U)Cn Z Z Z Z Q O O00I- rr N Q� NN H Q ±N z z z o =n N Z Z O FINISHED GRO ND — - - — _ W 2740 wU)ofZZZ z ��o ZZ Z — — ® — - - - ® 2740 Lu - - - - - - - - - - - - - - - - - - - - - - - - - - - __ EXISTI G GROUND ~ J D W Q O Lu �Lu � 2735 2735 X L u 00 "' Q G 2730 2730 m m 00 220' of 8" PVC ® 0.40% a 00 0 360 of 8" PVC ® .81% 85' of 8" PVC ® 0.77% z E 2725 0 2725 V 0 0 z Z l7 a 0 2720 2720 D 295' of 8' PVC ® 4.28% 0 N 0 ey rl 2715 2715 a E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT PHONE(208)639 6939 3 2710 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 kmengllp.com DESIGN BY: LCK N rl co M M M M r� co r, N co 0) 0) o LO co 0) N 0 DRAWN BY: LCK/SRM 00 O N n r- O r7 co 00 n 0 � 00 r7 c0 0) u f� LO r- O) r In 00 O N It 6 � O) N r O I- 00 00 00 00 00 00 O) O O) 0) O) O O O O _ _ g M 00 r� ao M ao r� ao 00 c6 r� rn ,,� rn o) M rn r� o ,,� o r o o o C-i cv CHECKED BY: LCK Z N � N N N N N r N C N N N N � N � N � N N N � N N N o N N N N N N N N N N N N N N N N N N DATE: NOVEMBER 2020 u D PROJECT: 20-124 0 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 10+00 10+50 SHEET N0. 0 a N 5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fiyG� NOTES. ��F \CENSF Q B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 6860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s�11/20/20�o Q ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC OF \OQ v / BLOCK 3 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF Q) / MERIDIAN STANDARD DRAWING SW3. / �e O O O O O O O 10 11 E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SSMH #A-6 (48-INCH) EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR L 2 STA: 15+21.70 OFFSET: 0.00' TO INSTALLATION. SERVICE LENGTH AND INVERT ARE N: 684690.12, E: 2460281.77 BASED ON STUB LOCATION. STATIONING TAKEN FROM /10� STA: 1 1+78.17 STA: 12+44.17 STA: 13+10.17 STA: 13+76.17 STA: 14+42.17 STA: 15+08.17 STA: 15+74.17 a CENTERLINE OF SEWER ALIGNMENT. STA: 1 1+21.70 INV: 2737.81 INV: 2738.07 INV: 2738.33 INV: 2738.07 INV: 2737.80 INV: 2737.54 INV: 2737.27 9� INV: 2737.55 L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM L: 45.8' SSMH #A-7 (48-INCH) SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY ° 1 1 1 1 1 1 1 STA: 15+87.52 OFFSET: 0.00' SEWER MAIN AND SHALL BE 4" DIAMETER. a 0� N: 684624.30, E: 2460281.80 0 z ID KEYNOTE ,.w 8,.w 8" 8.. ..w S SSMH #A-5 (48-INCH) 1 13 8„w 8,.w w 8"w 8"w 8„ w 8 STA: 11+21.70 OFFSET: 0.00'® ��• w w 1. MAINTAIN VERTICAL AND HORIZONTAL CADENCE AVE. S 12+00 13+00 S. 14+00 15+00 POTABLE NON-POTABLE MAIN/SERVICE OR N: 685090.12, E: 2460281.57 / / 9 8" 8"S 8"S 81'S 8" 8"S 7 0"S v� as„g1 14 SERVICE/SERVICE LINE SEPARATION PER CITY OF \ '4� �, x0� '?� ® MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 5 \• 180' w FOR ADDITIONAL INFORMATION. I \ / � 1 9 _*� 1 1 1 °0 \ - Z �' rn STA: 12+49.52 STA: 13+15.52 STA: 13+81.52 STA: 14+47.52 STA: 15+13.52 STA: 15+79.52 ® � a 0 10 INV: 2738.09 INV: 2738.31 INV: 2738.04 INV: 2737.78 INV: 2737.51 INV: 2737.25 00 15 in L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' O g \ �p W FL SSMH #A-4 (48-INCH) ',,9 V c� O O O O O O O g SEWER ALIGNMENT "D", STA: 10+58.30 OFFSET: 0.00' v co SEE SHEET C5.4. N: 685139.31, E: 2460241.57 �/ BLOCK 4 Lu 16 w � iw z SEWER ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O w z Q ° 2755 2755 O J cn O z > = za o p I-'-' a 2750 v o � o z =o v 2750 m 1 zo =o coo W - Coco 00 N L� - - I 00 = 0 N O 00�p 00 00 O 00 � Z O H O O O O 00 - N O O N L� co of r7 r7 p I- v / Q z +� N I �_ MM N QN� I� N N � W 2745 = N Z O Q +C N N j = N Z 5 r,(0 r- 2745 W S �r-C'jzz a00 ' "� = W `_ Z Cn =�� > FINISHED GROUND NN� z ?» o JNNE =Nn W n - - - - - - - - O w 2740 Q 2740 X LEXISTING w I I Lu c� I � Q 2735 2735 x x N (.� M a Z (D 0 65' of 8" PVC ® 0.60% z 2730 400' f 8" PVC ® 0 40% 2730 3 65' of 8" PVC @ 0.40% 0 0 a z z i� o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 0 2725 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2725 F- a dN L0 Lf) L0 M M CY) C14N NCY) Cn r 0 O O 00 N o N N :W N N N N N N N N � N CN N N N N N r r N N N r N N N r N r N N N r N N N � N N N N N N N N N N Icrn x a 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 E N G I N E E R I N G 0 9233 WEST STATE STREET BOISE,IDAHO 83714 3 o PHONE(208)639-6939 3 kmengllp.com DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N 5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fHc� NOTES. F ENS 10 ?� F EI SEWER ALIGNMENT "C", y I II B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. �006860 N a, 10 SEWER ALIGNMENT "A", a SEE SHEET C5.3. �,� C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY J, 12/20/20 0 SEE SHEET C5.0. BLOCK 6 15 s w w OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE Q SEWER ALIGNMENT "E", I ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC �� qTF OF \OQ v SEE SHEET C5.5. SD-507. y S� N 14 13 12 11 10 O °° <Y M z:z _ D. 00 INSTALL STANDARD SERVICE MARKERS PER CITY OF o o E w I� w� MERIDIAN STANDARD DRAWING SW3. w STA: 2+34.45 STA: 2+92.51 STA: 4+1 1.48 STA: 4+67.85 STA: 5+31.48 N Lu w FUTURE APEX w w STA: 3+51.48 3 w cn SOUTHEAST E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER N INV: 2733.08 INV: 2733.49 INV: 2734.05 INV: 2734.15 INV: 2733.83 =w a S a INV: 2733.77 00 14 _ w SUBDIVISION SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY p w L: 45.6' L: 45.6' L: 45.6' L: 45.6' L: 45.6' L: 45.6' ® � O EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR N r w R3 wl TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM O w 2 2 ® 2 2 2 2 � o 4 CENTERLINE OF SEWER ALIGNMENT. ocn , a pp 9�� - as„8 as„8l ® 13 a N �`'�� SSMH #B-3 (60-INCH)O 180' 2 = o F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM - - - - -- - - -- - - -- �, STA: 9+22.31 OFFSET: 0.00' 8"W 8' 8"W 8"W 8" - w 8' 3'W 8'W w SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY Lu 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 N: 684238.03, E: 2459330.71 c� SEWER MAIN AND SHALL BE 4" DIAMETER. 18 18"5 1 'S Sys 18'$ a"S 1 'S 1 18'$ 18 a's a'8 1a's tars 1a's B �1a'S 10's 1 'S o 0 7 - 3 _ 1 S. ZENITH AVE. ssco #B-1 1 _ _�, KEYNOTES STA: 1+00.00 OFFSET: 0.00, a N p "SD 18"So 18 SD 12 2 5 N: 685060.34, E: 2459329.61 1 . ® 2 STA: 7+25.50 STA: 74-80.46 M �_.._..�. 1. MAINTAIN VERTICAL AND HORIZONTAL 2 2 2 STA: 6+07.76 L: 19.4' L: 19.4' 14.00' POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 33 EXISTING SSMH (60-INCH) �"11 INV: 2733.52 5 5 - OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET STA: 2+28.45 STA: 2+86.51 STA: 3+44.52 STA: 3+98.52 STA: 4+52.52 STA: 5+06.52 L: 28.7' 5 C1.1 FOR ADDITIONAL INFORMATION. STA: 1+57.50 OFFSET: 0.00' 3 � STA: 5+60.52 STA: 6+68.51 N a STA: 8+30.47 STA: 8+80.47 STA: 9+22.31 N: 685002.84, E: 2459329.69 I o INV: 2733.03 INV: 2733.46 INV: 2733.73 INV: 2733.98 INV: 2734.23 INV: 2733.95 INV: 2733.69 INV: 2733.35 L: 44.4' 2. MAINTAIN VERTICAL AND HORIZONTAL L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 44.4' L: 43.9' L: 44.4' L: 44.4' L: 41.3' POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF SSMH #B-2 (60-INCH) MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 N I- 9 11 Z w STA: 5+52.52 OFFSET: 0.00' FOR ADDITIONAL INFORMATION. O N N: 684607.82, E: 2459330.22 O 10 3. REMOVE BLOCKOUT AND CONNECT TO EXISTING MANHOLE. � 2 uj i °� BLOCK 7 O O w ~ "' 4 CONNECTION. 00KOUT AND WATER TIGHT PLUG FOR FUTURE � 5. INSTALL 4" SEWER SERVICE PER CITY OF MERIDIAN o REQUIREMENTS. 1 1 10'1 , 10i'PI 10"PI- 10"PI 10"PI- 10'PI 10"PI 10"PI 10"PI -10"PI 10"PI- 10' 6. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" to"PI 1o"PI 1o"PI 1o"PI MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF z MERIDIAN STANDARD DRAWING G2. 7. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWING S1. 8. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING z SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND SECTION 8200 OF THE ACHD STORM WATER GUIDELINES DETAIL 7, OPTION 2. SEWER ALIGNMENT " 6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' c-I 2750 2750 J z z Q ° 0 Z ovoo Io 0 o 2745 O coo ao 0 I wco Ln cf) O O oo oo ow 0 O w` " J Z 0 00 � Ln (DO Z ` _ ao Q L� =O Co n Co r` ro IO - in \ z LL Co0N O Co uz 7 m 0(D6 Cr6 rL ( OW 00 LO Q coI �ON 0 N�p� 4N Nn 4N H �a0 Z+ mN� r- r- r- NLu m�00 Z nNO :*Or) .. .. �Qm > >2740 o±No ZZZ Z U) Z =�+r_ : Z o 2740 Ln z > m can > wcn� - - - - �a >> > > O U)U) Z Z Z - - - _ - vn p oC z - - - - - - - - - m Q Lu 2 2735 EXISTING GR UND 2735 = LU 2i_ z o w Q W � L1J N N N N 2730 N N N 2730 w Lu r7 Q 0 01 a x 2725 2725 N M a z O Q E 0 2720 2720 a Z 0 a Q O 0 2715 2715 N O " 60' of 8" PVC ® .40% 395' of 18" PVC @ 0. 2% 70' of 18" PVC @ 0.12% = EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 E N G I N E E R I N G 0 9233 WEST STATE STREET 0)r7 0 rMr0 or� aMo r� M or� c0oN7 c0 o c0 o co o c0 � c�0 n cr7 Nr� r7 Nr� rr7 00 0 rr70 BOISE,IDA HO 837 14 N L 00 n � 00 L r7 O . � r-CKj r r CKj N r PHONE(208)639-693 9 r7 ro r7 Co kmenglIp.comn n r Cq Cq Cq Cq rCq Cq � C � � r �N N N N N N N N N N N N N N N N NN N N N NN NN N N N DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM 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 CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 F_ SHEET NO. V Q N 5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER �Sg\ONAL fHc� N NOTES. ENS F B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. BLOCK 5 16860 C. SEWER MANHOLES SHALL MEET ISPWC SID AND CITY 22/20/20 a OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s� Q N EO O O O O O O O O O ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC qTF \OQ� v OF SD-507. yz SEWER ALIGNMENT "A", �� • K�N� STA: 1+73.95 STA: 2+24.97 STA: 2+78.97 STA: 3+35.75 STA: 3+86.97 STA: 4+32.27 STA: 4+94.97 STA: 5+46.50 STA: 5+54.50 D. INSTALL STANDARD SERVICE MARKERS PER CITY OF SEE SHEET C5.0. INV: 2734.10 INV: 2734.30 INV: 2734.52 INV: 2734.75 INV: 2734.95 INV: 2735.13 INV: 2735.38 INV: 2735.59 INV: 2735.38 MERIDIAN STANDARD DRAWING SW3. L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 70.7' N E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 2 2 2 2 2 2 2 2 2 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 6"PI EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR co _ ® TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 180° �' BASED ON STUB LOCATION. STATIONING TAKEN FROM a"o`9p° a"w a"w a"w a"w a" 8 s"w s" 8"w a"w �� 8" a"w a"w a" CENTERLINE OF SEWER ALIGNMENT. 1+00 2+00 3+00 4+00 5+00 S. STEEPLE AVE. F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 8" "S 8"S 8"$ "S 8"S 8"S SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY SSMH #A-1 (48-INCH) SEWER MAIN AND SHALL BE 4" DIAMETER. Q STA: 1+00.00 OFFSET: 0.00' �p is"sD ® q,t ;: SSMH #C-2 (48-INCH) N: 685003.38, E: 2459623.79 STA: 5+54.50 OFFSET: 0.00' KEYNOTES2 2 N: 684548.88, E: 2459624.40 3 3 6"PI 1. MAINTAIN VERTICAL AND HORIZONTAL STA: 1+67.95 STA: 2+34.02 STA: 2+94.02 STA: 3+54.02 STA: 4+14.02 STA: 4+74.02 + POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY INV: 2734.08 INV: 2734.34 INV: 2734.58 INV: 2734.82 INV: 2735.06 INV: 2735.30 N a OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET L: 38.5' L: 38.5' L: 38.5' L: 38.5' L: 38.5' "' co C1.1 FOR ADDITIONAL INFORMATION. N L: 38.5' Q STA: 6+20.02 INV: 2734.99 17 N L: 38.5' 2. MAINTAIN VERTICAL AND HORIZONTAL w POTABLE/NON-POTABLE MAIN/SERVICE OR co w (0 O O O O O O a - 2 a SERVICE/SERVICE LINE SEPARATION PER CITY OF N MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z N SSMH #C-1 (48-INCH) O ~ STA: 3+12.01 OFFSET: 0.00' cn a w N: 684791.37, E: 2459624.07 3. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING 2i zo STA: 6+80.02 SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND w �_ ° a INV: 2734.49 16 = SECTION 8200 OF THE ACHD STORM WATER GUIDELINES `° C0 L: 38.5' DETAIL 7, OPTION 2 0 0 " N 6"P 1 6"PI 6"PI 6"PI 6 PI 6"PI 6"PI 6"PI 6" 6"PI 6"PI $ + 0 BLOCK 6 3 00 a a _ U N M 00 STA: 7+37.02 INV: 2734.01 15 2 L: 38.5' N 14 13 12 11 10 O M �p o o s. SSMH #C-3 (48-INCH) STA: 7+80.68 INV: 2733.59 14 = STA: 7+80.68 OFFSET: 0.00 L: 39.9' N: 684548.46, E: 2459398.21 N r 47 � c Q SEWER ALIGNMENT " C" PLAN AND PROFILE J ILL ILL 0 50 100 150 0 5 10 15 z z 0 0 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O J c- cn0 � zz > = z < < W z z 2750 2750 CO 0 J J z � =O w v = M�Nz 0 )U W( UO Z Z 00 _= Nz ^ L`1 n � zccGJ z0 • 00 2745 I �,� o =O W wao CID�� cor� 0 r� oco Q 0co 00 7 0 ro r7cD co Zo coW N N cD N r O o p6 p6 N IU _ = W z z _OMNN r _ON r 6 N 0 O O �� NN //V (VQ Z 0) of NN N 00 0 rZZ � + Z D 2LON No O c0 u > > > O06r W Q OO� ZZ Z Z Z ��o ZZ ZFINISHD GROUND r- o2740 U)E UNN N JQ 2740 W W F -------- �,U)� > > Ln x W W W W 4 _ Ln () �EKISTING GROUND Q 2735 I I I 2735 3 m _ 00 O x N N u _ N � a z N Z 2730 N 2730 0 225' 8" PVC @ 0. 0% a z O 2725 210' of " PVC ® 0.40 24 ' of 8" PVC @ 0.40% 2725 a Q O 7 Q 0 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2720 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2720 Icrn cD cD cD cD c0 cD c0 O N O Co cD � 00 00 r r r r 00 Co r N O rn c0 0o O N c0 0o cD N r M ao Co C6 oo oo Co of oo of oo of ao C; oo C; 00 0 0o 6 ao o; 00 05 00 06 E N G I N E E R I N G o r� M M �� M r� M rf M rf M r7 M r� M n n n n 't M r) r- n u r r r r r r r r r r r r r r r r r r r r r r r r r 9233 WEST STATE STREET N N N N N N N N N N N N N N N N N N N N N N N N N N N N BOISE,IDAHO 83714 3 a PHONE(208)639-6939 3 kmengllp.com a 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 DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u PROJECT: 20-124 SHEET NO. V Q N 5. 0 N a SHEET NOTES O9 10 11 BLOCK 3 A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER F`�SS\OCENS NOTES. p F 12 STA: 9+49.15 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. INV: 2737.24 C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 16860 STA: 9+49.15 L: 54.1' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE s�11/20/20 INV: 2737.08 0 � L: 32.3' 2 1� IS W50 INSTALL MANHOLE COVER AND FRAME PER ISPWC OF 97° / Ni9 STA: 9+49.15 C. 20' CITY OF MERIDIAN 13 INV: 2737.38 a D. INSTALL STANDARD SERVICE MARKERS PER CITY OF SEWER EASEMENT \ s L: 93.0' MERIDIAN STANDARD DRAWING SW3. SEWER ALIGNMENT "A", S. CADENCE AVE. `" w w E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SEE SHEET C5.1. 0� SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY 8"S 2 14 ® EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR a TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON STUB LOCATION. STATIONING TAKEN FROM SSMH #D-4 (48-INCH) O N CENTERLINE OF SEWER ALIGNMENT. STA: 9+49.15 OFFSET: 0.00' O m N: 684550.62, E: 2460303.34 + F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM STA: 8+85.95 SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY® INV: 2737.06 ,, 15 SEWER MAIN AND SHALL BE 4" DIAMETER. ~a L: 39.0' o 2 KEYNOTES 1. MAINTAIN VERTICAL AND HORIZONTAL 09 tp '° ?� a POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY `p °� O2 O3O OO O6O 00 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET 41 STA: 8+25.95 C1.1 FOR ADDITIONAL INFORMATION. INV: 2737.39 16 2. MAINTAIN VERTICAL AND HORIZONTAL '9 /moo L: 38.5' _ POTABLE/NON-POTABLE MAIN/SERVICE OR \ 3 SERVICE/SERVICE LINE SEPARATION PER CITY OF \ o J. � � + MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 z L ao N FOR ADDITIONAL INFORMATION. O 00 - �F s"Pi 6"Pi �'Pi s"P s"P s"P s"P s"7 s'Pi- s"P 8 ° 3. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF STA: 7+65.95 MERIDIAN STANDARD DRAWING S1. w � INV: 2737.26 17 pC - 9 "p s 6P BLOCK 4 L: 38.5' 4. INSTALL WATER CLASS SLEEVES ON SERVICES CROSSING '� 0 2 _ SEEPAGE BEDS PER CITY OF MERIDIAN STANDARDS AND °F SECTION 8200 OF THE ACHD STORM WATER GUIDELINES DETAIL 7, OPTION 2. �p 14 13 12 11 10 O N a 0C � STA: 7+05.95 Q INV: 2737.02 18 STA: 2+48.81 STA: 3+08.81 STA: 3+68.81 STA: 4+28.83 STA: 4+92.68 STA: 5+48.83 N L: 38.5' a INV: 2735.84 INV: 2735.37 INV: 2735.40 INV: 2735.72 INV: 2736.05 INV: 2736.35 Lu M L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' L: 51.5' SSMH #D-3 (48-INCH) SSMH #A-2 (48-INCH) STA: 1+73.65 OFFSET: 0.00' Cn 2 2 2 2 2 2 „, 1 00 id„ay STA: 6+27.65 OFFSET: 0.00' 19 z N: 685004.03, E: 2459981.61 N: 684550.03, E: 2459981.85 1 8„w ,.w „W 8"W 8^W 8"W E1 E w 8"W 8 w „w 8, µ 8„ -1-8„W 8'W 8"W 8"w 8"b 33 SSCO #D-1 f1+00 - 2+OOM 3+00 4+00 5+00 6+00 �^ STA: 1+00.00 OFFSET: 0.00' ss� 8"S 8"S 8"S 8"S 18"S 8" "S 3 S. CAPSTONE AVE. N: 685077.68, E: 2459981.53 _ __ : 00 s„s I as„ I G w 9p° �0 2 4 2 4 2 2 M w STA: 2+98.70 STA: 3+52.70 � STA: 2+42.81 INV: 2735.45 STA: 4+06.68 STA: 4+60.70 STA: 5+14.70 STA: 5+68.70 STA: 6+18.15 STA: 6+27.65 w Q a INV: 2735.88 INV: 2735.32 INV: 2735.89 INV: 2736.45 o w INV: 2735.60 INV: 2736.71 INV: 2736.59 �, L: 38.5' L: 38.5' L: 38.5' L: 3$.5' L: 38.5' INV: 2736.17 L: 38.5' L: 38.5' L: 62.4' a w N o L: 38.5' U W w M a 0 11 12 13 14 15 16 17 18 19 co I_ SSMH #D-2 (48-INCH) a O Lu Lu SEWER ALIGNMENT "A", "' STA: 3+98.68 OFFSET: 0.00' BLOCK 5 `° z Z J J SEE SHEET C5.0. N: 684779.00, E: 2459981.72 O 0 O _j cry 0 z z SEWER ALIGNMENT " D" PLAN AND PROFILE > = z Q Q 0 50 100 150 0 5 10 15 0 0 ccam' a s m Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 1 Lu _ - � QZ > o (D 2755 2755 (~ Q z z w w W W 2 2 z z - LD (D Lu< 2750 2750 0 oc oc � z =o w w�.� cn =O ., � Z O O z rn cn W W O _ w o' z o Z o 00 0o Z o 0 O V) j L� - - I X � W W _ N o ao I ao 0o ao Z o - °° rn o Ln �n Ln N w oo w co I L� LO � LO PO O i O oo ro ao 7 � 00 r� co r`) `2 n ri 1-i rri Q N N N G) O co 7 �rronn N o - rr, IN �a �2745 O N � 2745 o am DOW+ N � ��- ` pl N 0n N + ZZ0N - 2C~+nrNz- z- z- NNN 006 N - - O C4 0O =±NZZZ n � ZZZ ZN + Z D 0 2rMN - O U�(/�6' Z Z Z V)V) - - - x O a a m v�i v~i E V)i� z z z z co z V)V) z 2740 - - _ _ _ ® _ - - _ ® _ e 2740 E EXISTING GROUND D 9 I I I o 0 I co 3. 3 zEi I 2735 N _ 2735 a - u N O N D U N N 0 N 320' of 8" PVC: 0.60% 0 2730 2730 = 230' of 8" PVC ® 0. 0% a 25' of 8" PVC ® 0.40% 75' of8" PVC ® 0.40% ENGINEERING o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 9233 WEST STATE STREET 3 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE,IDAHO83714 0 2725 2725 PHONE(208)639-6939 3 kmengllp.com O N1") 0 O (DM N � � r- n 00 c t N N O 0) O N DESIGN BY: LCK r- O aO O O o O 6 O O I I:o o O o O DRAWN BY: LCK/SRM 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 g CHECKED BY: LCK a oI I I I I I I I I I I I I DATE: NOVEMBER 2020 u 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 10+00 F- PROJECT: 20 124 SHEET NO. V Q N 5. 0 N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER CC AL fHc� NOTES. F CENSF F B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY 16860 OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE J�11/20/20�0 ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC �� qTF OF X!Q' v sD-507. /N C I ,J o D. INSTALL STANDARD SERVICE MARKERS PER CITY OF > BLOCK 5 °0 > MERIDIAN STANDARD DRAWING SW3. SSMH #E-1 (60-INCH) Q ° Q Lu STA: 2+20.54 OFFSET: 0.00' BLOCK 7 a 10 z E. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER N: 684248.56, E: 2459450.79 w � O BLOCK 3 SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SEWER ALIGNMENT "B", "' f- ° EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR SEE SHEET C5.2. STA: 1+62.71 STA: 2+14.27 STA: 2+69.07 STA: 3+29.07 18 N a 19 TO INSTALLATION. SERVICE LENGTH AND INVERT ARE L: 56.7' L: 52 2' L: 51.5' L: 51.5' vi (71 STA: 5+93.8605 u BASED ON STUB LOCATION. STATIONING TAKEN FROM INV: 2732.62 STA: +20. (60-INCH) CENTERLINE OF SEWER ALIGNMENT. L: 46.0' STA: 6+20.54 OFFSET: 0.00' vi 4 4 4 1 4 1 N: 684249.29, E: 2459850.79 F. SEWER SERVICES SHALL BE INSTALLED WITH MINIMUM 6"PI 6"PI SLOPE OF 2% FROM THE PROPERTY LINE TO SANITARY w _G C SEWER MAIN AND SHALL BE 4" DIAMETER. ~a F11Cl) N N SSCO #E-3 O o s"w 'w a"w 8"w a"w a"w a'w KEYNOTES STA: 8+28.48 OFFSET: 0.00 2+OOG EG EG-3+00=� 4+00 5+00 6+OOp E. SPIRE ST. 7+00 8+00 - N: 684249.68, E: 2460058.73 8"S 8"S 8')S 8"S 8"S 8"S 8"S 8" 1. MAINTAIN VERTICAL AND HORIZONTAL 1+00 g1 S - -- - -- - - POTABLE/NON-POTABLE MAIN/SERVICE OR i "S -EG EG EG EG EG_ 180° SERVICE/SERVICE LINE SEPARATION PER CITY OF E� _ - - - 175' N MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 n o FOR ADDITIONAL INFORMATION. f 6 0 1 1 1 1 m O SSMH #13-3 (60-INCH) m o 4 4 4 m 2. INSTALL BLOCKOUT AND WATER TIGHT PLUG FOR FUTURE STA: 1+00.00 OFFSET: 0.00' TO STA: 1+74.81 STA: 2+40.95 STA: 3+06.95 STA: 3+72.95 STA: 4+38.95 STA: 5+01.95 STA: 6+56.48 STA: 7+19.48 STA: 7+85.48 � CONNECTION. N N: 684238.03, E: 2459330.71 L: 34.7' L: 38.5' L: 38.5' INV: 2734.45 INV: 2734.81 INV: 2735.22 INV: 2735.39 INV: 2735.70 INV: 2736.03 T0 Z L: 38.5' L: 38.5' L: 38.5' L: 38.5' 3. INSTALL 8-INCH "T" TYPE CLEANOUT PER CITY OF O L: 38.5' L: 38.5' m m MERIDIAN STANDARD DRAWING S1. N vo > 4. INSTALL 4" SEWER SERVICE PER CITY OF MERIDIAN w _ Y O O O3 O4 z REQUIREMENTS. ® Q z a 5. INSTALL 6" SEWER SERVICE PER CITY OF MERIDIAN FUTURE APEX FUTURE APEX REQUIREMENTS. SOUTHEAST BLOCK 8 `" BLOCK 9 SOUTHEAST SUBDIVISION SUBDIVISION 6. INSTALL 14' WIDE GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN STANDARD DRAWING G2. 6"PI 6"PI 6"PI 61PI 6"PI 6"PI 6"PI 6•' I 6'PI "PI�a O z SEWER ALIGNMENT " E" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' c-I 2750 2750 J O^ Z `V = ^ O z °o ^ =O _� Q zO O o oo Z co Lo. 0 O N O z2745 o 00 (Do OWN 00 r O N�� N M�� N N > 2 z Q WEN ON? W O r Ld � Z W z r + N N M00 006r- r, Z =) + C)m0rl, r- r- N N704 CDN 0 00004 - 0 Q J O M N N N P +r Z Q Q > > co W =�N z z z 0 :2 > FIN SHED GROUND V)V)E z z cn cn o _ _ 2740 cn z > w Q 2740 �Q� » > > �� Z Z _ ._ O � �� ZZZ Z EXISTING GROU D� � �. - (,/) 0 � Z Q _ Lu W 2 W z 2735 , ' _ `) 2735 J N N ?i N W Q N o 3: w W �: x Ln Lu 2730 2730 W Lnn I!Z Q 0 a N 2725 2725 m a Z 0 a z 210' of 8" PVC ® 0.40% a 2720 2720 w 400' f 8" PVC ® 0. 0% O a O Q 120' of 8" PVC ® 4.9 K 0 2715 2715 a a = EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2710 E N G I N E E R I N G r_ 9233 WEST STATE STREET r7 o M BOISE, 83714 00 0 (o r- O rn O ' co � 0co N co PHONE(208)639-693 Ln 90 a o fO O 0o Do 0o ao 0o ° co ai ° 0 o of 0 0 0 0 0°' kmengllp.com N N N N N N N N N N N N N N N N N N N N N N N N N a DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z s 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 CHECKED BY: LCK o DATE: NOVEMBER 2020 u PROJECT: 20-124 SHEET NO. V Q N 5.5 0 N a \ SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. F`�ss\OC ENS fHG� \ \ B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL \ c \\ CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. 16860 \ -d \ c \ N -0 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN s> 11/20/20�o \\ Ep \ \ I STANDARD DRAWING SW3. �� qTF OF \ \\ D. 12" AND 8" WATER MAINS SHALL HAVE A MINIMUM OF 5' y�//�/ C. Y, \ I AND 4' OF COVER, RESPECTIVELY. \ \ I E. INSTALL WATER VALVE BOX AND LID PER CITY OF \ I MERIDIAN STANDARD DRAWING W11. N \ E. LAKE HAZEL RD. a I F. CONTRACTOR TO VERIFY GAS MAIN LOCATIONS WITH WILLIAMS GAS PRIOR TO INSTALLATION. WATER CROSSINGS 2" 12"W 12"W 12"W 1 \ 12 W 12 W 12 W - ?"`+Y -'="W 12"W 12"W 12"W T� 12"W T Tie"w ='r AT WILLIAMS GAS MAIN TO MEET THE REQUIREMENTS OF G \ � -- REMOVE 2" BLOWOFF ASSEMBLY T- THE "WILLIAMS DEVELOPERS' HANDBOOK", LATEST EDITION. --` --�} 8"s 5 \ \ \ AND CONNECT TO EXISTING 8" GATE VALVE L CIVIL ACRONYMS - \ \ _ INSTALL 1-8" COUPLING a 0 OP Lu N: 685643.82, E: 2460471.58 N STA: - ROAD STATION ~a 0 c \ MJ - MECHANICAL JOINT 1 FLG - FLANGE \ N: - NORTHING 16"PI 16"PI 16"PI 16'PI�76» _ 16"PI 16'PI 16 16"PI�6"PI 16"PIS 16'P P 16"PI 16"PI 16"PI 16"PI 16"PI \ C \ 16"P1�76„PI 'GI E: - EASTING �16"PI 16"PI 16"PI - L - STATION OFFSET LEFT REFER TO LAKE HAZEL AND LOCUST GROVE \ \ ao R - STATION OFFSET RIGHT 16'P 1 'P 16 p1 ROADWAY AND UTILITY IMPROVEMENT PLANS REMOVE 2" BLOWOFF ASSEMBLY\ c \\ Q�� 11 t+ m AND CONNECT TO EXISTING 12" MAIN\ \ \ Q�� N KEYNOTES INSTALL 1-12" COUPLING \\ \ \ ��F� z N: 685576.07, E: 2459827.73 \ \\ \�P 1. MAINTAIN VERTICAL AND HORIZONTAL N o z \ \ \ ya 265 LF 8" PVC POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY z w w \ \ \ ,�h OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET O Q 135 LF 12" PVC \ \ \ ® C1.1 FOR ADDITIONAL INFORMATION.00 N _� \ N �.I..I H 8 o w \ G \ Q t+ 2. MAINTAIN VERTICAL AND HORIZONTAL - 1-12" TEE \ \ � POTABLE/NON-POTABLE MAIN/SERVICE OR C 1-12" GATE VALVE \ \ \ x SERVICE/SERVICE LINE SEPARATION PER CITY OF 1-12" X 8" REDUCER \\ c \ I- MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 o � c \ c� FOR ADDITIONAL INFORMATION. c� 1-8" GATE VALVE \ \ 1-8" 45° ELBOW N > 1 8 r- N: 685438.92, E: 2459827.98 \ \ \ N: 685377.77, E: 2460471.71 vi 3. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 8"W 5 LF 12" PVC \\ c \ METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN w - 1-FIRE HYDRANT ASSEMBLY O7 \ \ O \ I 00 STANDARD DRAWINGS W1, W2, AND W6 7 1-FIRE HYDRANT ASSEMBLY O8 1- 2" BLOW-OFF ASSEMBLY FOR 1-12" X 12" X 6" TEE \ c 1-11" X 8" X 6" TEE 1-6" GATE VALVE c 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" FUTURE WATER MAIN EXTENSION \ \ 1-6" GATE VALVE METERS AND 3/4" METER SETTERS PER CITY OF 10 LF 6" PVC BLOCK 2 \ c MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. o N: 685438.78, E: 2459751.46 10 LF 6" PVC -0 N: 685432.30, E: 2459827.99 \ N: 685335.46, E: 2460429.77 60 LF 8" PVC F 75 LF 8" PVC \ DEFLECTION POINT 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE ^_' \ AND NON-POTABLE MAINS. \ N: 685324.36, E: 2460418.68 Q \ \ Al6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE q 190 LF 12" PVC \ BLOCK 1 �� 45 LF 8"�VC WATER MAINS AND SEEPAGE BEDS. \ \ 1 Lu 7. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD O vi DEFLECTION POINT \ DRAWINGS W8 AND W9. N: 685294.02, E: 2460385.07 \\ c ` 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN n> STANDARD DRAWINGS DETAIL W13. 9� 15 LF 8" PVC 1-12" TEE \ / \\ pp. 9. INSTALL WATER SERVICE SLEEVE PER ACHD STORMWATER 1-12" GATE VALVE 1 \ 6 10 DESIGN GUIDELINES DETAIL 07 - SEEPAGE BED/SEWER & 8 1-12" X 8" REDUCER 45 LF 8" PVC \ WATER SERVICE CONFLICT, AND CITY OF MERIDIAN �/ .� REQUIREMENTS. 1-8" GATE VALVE N: 685242.25, E: 2459828.34 i 0 \ `� 10. INSTALL 75' LONG, 16" STEEL CASING (MIN.). SEE 1- 2" BLOW-OFF ASSEMBLY FOR �8 195 LF 8" PVC �Q� \V °�G� PROFILE ON SHEET C6.1. FUTURE WATER MAIN EXTENSION REFER TO SHEET C6.1 FOR WILLIAMS z N: 685242.34, E: 2459874.34 PIPELINE CROSSING PROFILE. o z 1-8" TEE �e \ b L w 2-8" GATE VALVE / : w N: 685170.17, E: 2460232.76 '�� 0 60 120 180 z z _ 215 LF 12" PVC 4 w a 55 LF 8" PVC G` s,�i \\ z Q �3 ® N ® O w O °' \\ Plan Scale: 1" = 60' O J _ 7 1-FIRE HYDRANT ASSEMBLY ® 8 bi 1-8" X 8" X 6" TEE / O ,2\ 6 1-6" GATE VALVE S 85 LF 8" PVC sAc/ (/) O oN 10 LF 6" PVC °v p 1-FIRE HYDRANT ASSEMBLY O7 N: 685134.21, E: 2460188.54 5 �' = z e` 1 1-8" 1 1.25° ELBOW - Q 01- 2" BLOW-OFF ASSEMBLY FOR 1-12" X 12" X 6" TEE 5 0 W ® FUTURE WATER MAIN EXTENSION 1-6" GATE VALVE 1-12" 22.5° ELBOW ® N: 685102.38, E: 2460287.89 m - 2i N: 685060.36, E: 2459340.71 10 LF 6" PVC 1-12" TEE N: 685047.89, E: 2460082.39 135 LF 8" PVC s 2 2O N: 685026.13, E: 2459487.26 1-12" GATE VALVE e� 1 uj N �' 1-12" 22.5° ELBOW ° �� 1-12" 22.5° ELBOW 1-12" 90° ELBOW 1-12" TEE 1-12" X 8" REDUCER o 0 ° � z > > N: 685025.48, E: 2459135.75 1-12" GATE VALVE 1-8" GATE VALVE N: 685027.13, E: 2460032.53 / yo 5 N: 685080.34, E: 2460298.57 O O o 1-12" X 8" REDUCER N: 685026.75, E: 2459828.74 1 1-8" TEE 1 "5 3 Cd 0 20 CITY OF MERIDIAN 1-8" GATE VALVE e� � / 0 C9 WATER EASEMENT 1 2-8" GATE VALVE 6 / ° 0 1 N: 685026.41, E: 2459640.76 190 LF 12" PVC ° N 1 1 1 N: 685027.07, E: 2459998.59 \ 6"PI 6 15 LF 8" PVC 6" 6"PI 6'PI 6"PI 6"PI 6"PI "PI Lo 6"PI "P "PI 6' 6""PI 6""PI 1' 6" "� v 0� / 25 LF 8" PVC 2 W Z U 6 = w a� O 12"W 12" 12"W 12"W 2"W 12"W 12"W B.,W �° O O m G N 205 LF 12" PVC 00 10 C, Lu 0 145 LF 12" PVC 0 155 LF 12" PVC °' 55 LF 8" PVC 4 O 8"s 18"C 1R"S 1 "S g"$ 8"$ g'$ - g"$ g"$ g'$ s 8»$ 8„$ 8»$ _ 8»$ 8„$ L_5LF 8„$ 8»$, s $ 8»$ s G\ 1-12" CROSS E.TOWER ST. 45 LF 8" PVC " PVC /�° 1 1-12" GATE VALVE ce EG 2-12" X 8" REDUCER 1 1 35 LF 8" PVC Co w 2 x N I„u T -Ec � 30 2-8" GATE VALVE m 30"GI 30"GI 1 0"GI 30"GI 30"GI 7 1-FIRE HYDRANT ASSEMBLY-30'GI 30"GI 30 30' 30"GI�� O s O4 N: 685025.86, E: 2459340.76 - 0° 1-8" X 8" X 6" TEE 1-6" GATE VALVE 5 280 LF 8" PVC Q 0 0 2 2 10 LF 6" PVC 4 2 2 M O2 14 O f s O9 N: 685026.84, E: 2459872.99 11 $ 14 9 2 s 9 2 U) C 2 X TOP �, � 4 ro 3 'PII 4 - 4 4 3 4 rn O $ O - m 3 Z 1 6 6 2 C 2 � s O 12 2 BLOCK 3 O - s 13 O 5Cn s 13 0D 4 u _ -2 310 LF 8" PVC 285 LF 8" PVC a 620 LF 12" PVC 5 ® C00 ) BLOCK 4 � 2 O w Co 305 LF 8" PVC ao w BLOCK 7 � 2 BLOCK 5 6 4 s__ 1-FIRE HYDRANT ASSEMBLY 7 o m V ® 2 BLOCK 6 � s O 13 2 �, 2 12 O 1-8" X 8" X 6" TEE o O4 9 O m 2 1-6" GATE VALVE 8 I 2 s 12 O4 4 10 4 s__ 4 10 LF 6" PVC a O 4 2 N: 684802.64, E: 2460298.71 5 TLu 4 4 6 4 > Lu n 2 1-FIRE HYDRANT ASSEMBLY 7 O 0 5 w 2 O5 Q 2 11 s 1-8" X 8" X 6" TEE 14 11 z s 7O = w 1-6" GATE VALVE 2 O O w s 1-FIRE HYDRANT ASSEMBLY O7 O > ® 00 s p Q 10 LF 6" PVC a i I w p 1-8" X 8" X 6" TEE w N: 684743.42, E: 2459641.14 1-FIRE HYDRANT ASSEMBLY 7 U 4 kI f N n 1-6" GATE VALVE 1-8" X 8" X 6' TEE E N G I N E E R I N G 0 o Uj 10 LF 6" PVC w 2 1-6" GATE VALVE 190 LF 8" PVC N I w m 9233 WEST STATE STREET N: 684718.87, E: 2459341.17 F- s O 15 10 LF 6" PVC 2 Ci BOISE,IDAHO83714 N: 684718.86, E: 2459998.75 o I 6 2 vi 2 Li s Og PHONE(208)639-6939 2 s 10 o0 4 42 O O kmengllp.com S 0 140 LF 8" PVC m 2 DESIGN BY: LCK 13� 2 > w zI 4 4 2 O ° 16 z 4 4 DRAWN BY: LCK/SRM g CHECKED BY: LCK O 180 LF 8" PVC 150 LF 8" PVC 2 % o v 2 a 2 S DATE: NOVEMBER 2020 F $ O O7 N O 17 U $ O = 7 O9 PROJECT: 20124 o 8 _ -0 vi 9 S 0 � � � � � � -- SHEET NO. MATCH LINE - SEE SHEET C6. 1 C6.0 O N a SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SS\O�ENSfHG�y D F B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF DIRECTION PER CITY OF MERIDIAN REQUIREMENTS. 16860 4) 0 60 120 180 C. INSTALL WATER SERVICE MARKERS PER CITY OF MERIDIAN s> 11/20/20 '0 STANDARD DRAWING SW3. �� qAe OF �OQ v Plan Scale: 1" = 60' D. 12" AND 8" WATER MAINS SHALL HAVE A MINIMUM OF 5' y�//�/ C MATCHLINE - SEE SHEET C6.0 AND 4' OF COVER, RESPECTIVELY. � � � � � M SIM IN 1110111011101110 E. INSTALL WATER VALVE BOX AND LID PER CITY OF 7s s MERIDIAN STANDARD DRAWING W11. O 20 LF 8" PVC 5 4 O 17 2 5 6 PI 1-8" 45° ELBOW 8 BLOCK 6 BLOCK 4 u 8 N: 68461 1.26, E: 2460298.813, 4 1 0 - 1-8" 45° ELBOW 1 00 1-8" TEE 4 1 �N: 684565.38, E: 2459354.05 1 2-8" GATE VALVE 1 1 60 LF 8" PVC CIVIL ACRONYMS 4 8"W g"W g..W a 2 N: 684565.91, E: 2459641.37 8'W 3 E. STAKE 8"W 2 10 I 1 1 285 LF 8' PVC E. STAKE ST. °' a140 LF 8" PVC 1 15 LF 8" PVC 2 - STA: - ROAD STATION 1-8" 45° ELBOW 1 5 I's 8"s 8"s 8' "s 5 O 18 8"s 8" 8"s "s 8"s 8"s 4 10 MJ - MECHANICAL JOINT 1 N: 684578.03, E: 2459341.36 FLG - FLANGE 17 2 1-8" TEE N: - NORTHING Og 2 2-8" GATE VALVE w E: - EASTING o 0 1 w s N: 684566.57, E: 2459998.83 1 2 2 2 L - STATION OFFSET LEFT w w 2 2 6' R - STATION OFFSET RIGHT O I 2 4 4 90 LF 8" PVC 1 19 4 co 4 13 11 C�7 1 J 10 s 4 10 O OID LL N 0 BLOCK 7 U BLOCK 3 KEYNOTES 1 12 0 3 3 1 n 1. MAINTAIN VERTICAL AND HORIZONTAL 6"PI 6"PI 6" 6"PI 6"PI 6'•PI 1rj UO I 13 14 15 16 17 1-FIRE HYDRANT ASSEMBLY 7 18 17 16 POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY 1 1 _ ® 1-8" X 8" X 6" TEE 00 12 OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET � 1-6" GATE VALVE 1-FIRE HYDRANT ASSEMBLY 7 ® 1-8" 45° ELBOW _-d C1.1 FOR ADDITIONAL INFORMATION. N 11 > � 10 LF 6" PVC 1-8" X 8" X 6" TEE N: 684567.03, E: 2460254.74 z 1 O Q 300 LF 8" PVC 14 2. MAINTAIN VERTICAL AND HORIZONTAL N: 684473.42, E: 2459641.50 0 J 1-6" GATE VALVE POTABLE/NON-POTABLE MAIN/SERVICE OR N a 10 LF 6" PVC SERVICE/SERVICE LINE SEPARATION PER CITY OF a I w o0 1 BLOCK 5 LLi N: 684566.82, E: 2460138.37 MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 � 0 1 .. 6 PI 6 PI 6 PI�6 I 6 I 6 PI 6 PI 6 PI PI 18 Fw- 'I � 6 I 6 PI 6 PI�� v -1 - 6 PI 6 PI 6 PI W H 1T 1_1N FOR ADDITIONAL INFORMATION. - vi 210 LF 8" PVC 10 Z o0 19 3. SINGLE METERED SERVICE CONNECTION, 1", WITH 3/4" 1 01- 2" BLOW-OFF ASSEMBLY FORO8 ® O LNO; 0 LF 8" PVC FUTURE WATER MAIN EXTENSION m ® H METER AND 3/4 METER SETTERS PER CITY OF MERIDIAN N: 684404.48, E: 2459136.59 a STANDARD DRAWINGS W1, W2, AND W6 1 6 0 1-FIRE HYDRANT ASSEMBLYO7 vz 4. DOUBLE METERED SERVICE CONNECTION, 1", WITH 3/4" 1 1-8" X 8" X 6" TEE vig METERS AND 3/4" METER SETTERS PER CITY OF 0 1-8" TEE 0D 1 1-6" GATE VALVE 6N MERIDIAN STANDARD DRAWINGS W1, W3, AND W6. 1 m s 2-8" GATE VALVE Q � °? 10 LF 6" PVC w 1 N: 684265.91, E: 2459641.77 1-8" TEE 5. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE N: 684265.97, E: 2459676.04 oo 2-8" GATE VALVE 0w AND NON-POTABLE MAINS. 1 � 90 LF 8" PVC 9 N: 684266.57, E: 2459998.98Q 1 1 0 1 L "PI 6"P 1 `n 2 1 3 6. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE oz 1WATER MAINS AND SEEPAGE BEDS. s 2 Cn 7. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD 1 8"W 8�'W F325 8�'W 1 I DRAWINGS W8 AND W9. O8 1- 2" BLOW-OFF ASSEMBLY FOR.G E. SPIREST. I 1- 2" BLOW-OFF ASSEMBLY FORD m FUTURE WATER MAIN EXTENSION 8" 8" 8"s u s - 8"s 8' s 8"s 8"s "s FUTURE WATER MAIN EXTENSION 8. INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN 8"s N_: 684265.74, E: 2459549.28 EG N: 684266.68, E: 2460058.70 I EG�EG EG STANDARD DRAWINGS DETAIL W13. N N ' 2 2 PVC 2 2 9. INSTALL 2" SINGLE METERED WATER CONNECTION PER o CITY OF MERIDIAN REQUIREMENTS. CONTRACTOR SHALL 4 4 4 4 VERIFY SIZE AND LOCATION WITH DEVELOPER AND ENGINEER PRIOR TO INSTALLATION. 35 LF 8" PVC 1-FIRE HYDRANT ASSEMBLY 7O O 1-8" X 8" X 6" TEE I 10. METER SETTER SHALL BE LABELED WITH LOT AND BLOCK > 1-6" GATE VALVE NUMBER. OO O 1 Q O O O O4 10 LF 6" PVC 1 ® Q N: 684266.62, E: 2460030.51 BLOCK 8 � a BLOCK 9 30 LF 8" PVC o vi I o o L Irk m� z o � L' =O > Q w 0 m � 2i Lz > � Q o 2760 2760 p 75' WILLIAMS Q PIPELINE EASEMENT uj W STA.=2+3 .78� STA. 3+12.70 W 2750 2750 o FINISHED GROU D I V) Q x z W 0 2740 I E ISTING GROUND - p N < I 2740 Q 04 o N 1-8" m SEE SHEET C6.0 FOR CONTINUATION 45° ELBOWI I k 1-8" 45° ELBOW SEE SHEET C6.0 FOR CONTINUATION 11 LF 8" PVC _ _ _ _ _ - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r - - - - - - - - - - - - - - - - - 0 2730 - - - - - - - - - - - - - - 11 LF 8" PVC 2730 a 1-8" 45° ELBOW I 77 LF 8" PVC I 1-8" 45° ELBOW z o INSTALL 8" PVC WATER MAIN AND 75 LF I 16" STEEL CASING PER WILLIAMS EXISTING GROUND CENTERLINE OF WATER PIPE ALIGNMENT w 2720 "DEVELOPERS' HANDBOOK", LATEST EDIITON. FINISH GROUND CENTERLINE OF WATER PIPE ALIGNMENT I 2720 0 a C14 po ¢ � 0 O N CY)p N N O Cy) N N � M M M ' M � � - � � 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 o 0 ti ti a 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 Icni k E N G I N E E R I N G 9233 WEST STATE STREET N BOISE,IDAHO 83714 o PHONE(208)639-6939 w kmengllp.com WILLIAMS PIPELINE WATER CROSSING PROFILE v DESIGN BY: LCK o rl 0 10 20 30 0 10 20 30 DRAWN BY: LCK/SRM z 5 NoEF- Horizontal Profile Scale: 1" = 10' Profile Vertical Scale: 1" = 10' CHECKED BY: LCK o DATE: NOVEMBER 2020 u PROJECT: 20-124 SHEET NO. V N C6. 1 o N a OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM KEYNOTES (D SHEET NOTES 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SS fHc SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, F`� ENS D F STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE B. SEE SHEET C7.2 FOR PRESSURE IRRIGATION DETAILS. IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH BOISE-KUNA IRRIGATION NOTE 3, SHEET C1.1. C. IRRIGATION SERVICES SHALL BE 2" CLASS 200 16860 IRRIGATION DISTRICT. 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. POLYETHYLENE PIPE PER DETAIL, SHEET C7.2, TYPICAL. s 12/20/20 0 3. INSTALL 2" SERVICE PER DETAIL, SHEET C7.1. D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS �9T� \5) v IRRIGATION SECONDARY SOURCE: GROUNDWATER WELL. THE LARGEST DIAMETER PIPE COMING INTO THE FITTING ,S, OF 4. INSTALL 1" SERVICE. OR VALVE. C K\N 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. 6. INSTALL ARV PER DETAIL, SHEET C7.1. F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL N 7. INSTALL 76' LONG, 12" STEEL CASING (MIN.). SEE CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING \ \ \ \ PROFILE ON SHEET C7.6 SD-403. {I \ 8. INSTALL 113' LONG, 24" STEEL CASING (MIN.). SEE G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 \ \ \\ PROFILE ON SHEET C7.6. PVC OR APPROVED EQUAL. N \ N H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER ,, EP THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS ~a \ WITH PROJECT ENGINEER DURING CONSTRUCTION. \ I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA AND N\\ c EXISTING OPERATOR. \ J. CONTRACTOR TO VERIFY GAS MAIN LOCATIONS WITH \ WILLIAMS GAS PRIOR TO INSTALLATION. PRESSURE 1 1 i 1 E. LAKE HAZEL RD. \ 0 50 100 150 IRRIGATION CROSSINGS AT WILLIAMS GAS MAIN TO MEET \ 12 Is 0THE REQUIREMENTS OF THE WILLIAMS "DEVELOPERS' " 12"w 1 z"w 1 z"w 1 z"w 1 z W 1 z Plan Scale: 1" = 50' HANDBOOK", LATEST EDITION. 18" 18'vs 18's s 1-16" 1125° ELBOW REFER TO SHEET C7.6 FOR WILLIAMS \ op P op- PIPELINE CROSSING PROFILE. ' N N. 685599.71, E. 2459312.02 MATCH LINE - SEE SHEET C7. 1 W . REFER TO LAKE HAZEL AND LOCUST GROVE w ROADWAY AND UTILITY IMPROVEMENT PLANS 16"PI 16"PI 16"PI 1 „PI 1 I'M =1� _ =c = 6m _ - 16"PI 16„p, 16"PI 16"PI 16"PI 16"PI 16" \ \ 16"PI 9 G "s 205 LF 16" PVC 16"PI 16"PI VII 0 1-16" 11.25' ELBOW c A0. N: 685599.57, E: 2459515.42 0 1-16" 45' ELBOW `\ 8 \ 1-16\1 1.25° ELBOW 1 15 LF 16" PVC 155 LF 16" Pvc7 145 LF 16" PVC CONNECT TO LAKE HAZEL N: 685599.35, E: 2459857.17 1 "pI 1s" \ <'. N: 685599.16, E: 2460153.37 1-16" 11.25' ELBOW CONNECT TO LAKE HAZEL 40 LF 16" PVC AND LOCUST GROVE IMPROVEMENTS \ \ N: 685587.58, E: 2460268.37 295 LF 16" PVC AND LOCUST GROVE IMPROVEMENTS CONNECT TO LAKE HAZEL 1-16" 1 1.25° ELBOW 1-16" X 61 REDUCER N 10 LF 16" PVC ` \ AND LOCUST GROVE IMPROVEMENTS o2 `\ \ \ 1-16" TEE N o N: 685593.05, E: 2459555.33 N: 685592.91, E: 2459761.70 �_ CONNECT TO LAKE HAZEL \ Q' 1-16" X 6" REDUCER a z 1-16" TEE AND LOCUST GROVE IMPROVEMENTS `\ \ \ �� N: 685587.48, E: 2460424.82 to REFER TO LAKE HAZEL AND LOCUST GROVE � 1-16" 90° ELBOW ROADWAY AND UTILITY IMPROVEMENT PLANS 1-16" 45° ELBOW \ � 1-16" 1 1.25° ELBOW \ � N: 685592 1-16" X 10" REDUCER N .86, E: 2459850.70 \\ \ \ \ �Q�F��`� 170 LF 6" PVC N: 685564.14, E: 2459169.04 N j O1 ` C N \ \ \ \ 1-6" 1 1.25° ELBOW Zo P \\ \\ 1-6" GATE VALVE N 1 \ \ c \ N: 685418.90, E: 2460424.91 8'w 8"w \\ c � \\ 35 LF 6" PVC V) 02 \ \ \ \ 1-6" GATE VALVE \ c \\ N: 685386.69, E: 2460418.52 2 z BLOCK 2 `\ \ \ \. 20 LF 6" PVC `\ c c N: 685366.56,6E: 2460414..53 b 4 z z O \ 40 LF 6" PVC Lu w `\ \ \ \ z 2i Y \\ 1-6" 1.25' ELBOW �o\ O w N: 685331.62, E: 2460395.64 \ vBLOCK 1 530 LF 6" PVC `\\ \c \\ ' V) O / N > Q `N 1 10 LF 6' PVC / y Co 510 LF 10" PVC 1-6" TEE rn \ P N 1 1-6" GATE VALVE z _ N: 685260.88, E: 2460308.65 \ / J� \ Q z O � N o REFER TO SHEET C7.6 FOR WILLIAMS / / I W PIPELINE CROSSING PROFILE.mil/ „� Q Lu 1 �� C, r�°G = w 0 80 LF 6" PVC v V I \ C o vi ,Q� 1-6" GATE VALVE o(GI \ L u op op 6 N: 685207.95, E: 2460367.95 M _93 93 ® N ® 285 LF 6" PVC b \ \ Q (/) ® - , i105 LF 6" PVC s•. \ EP 1-6" GATE VALVE y°� Ai ��\ W� N: 685049.31, E: 2459858.16 0 c Q - - - - - - - - - - - - - �_ 1-6" TEE w 1-6" 45° ELBOW N 1-6" GATE VALVE 5 \ G 1-6" 45° ELBOW - - - - - - - - - - - - - N: 685062.59, E: 2459762.66 1-1 1.25° ELBOW �5 N: 685139.14, E: 2460445.05 rn o rn N: 685080.79, E: 2460086.45 \ FQ T ® 1-10" 45° ELBOW 10 LF 6" PVC Z N: 685053.55, E: 2459169.72 - 70 LF 6" PVC 6 \ cgs 1-6" 45° ELBOW , C 5 v Co 10 LF 10" PVC N: 685054.12, E: 2459754.22 0 1-6" 22.5° ELBOW a \ o _ N 1-6" GATE VALVE e� \ s a W 1-10" TEE 300 LF 6" PVC 5 LF 6" PVC N: 685049.61, E: 2460021.51 \ 5 BLOCK 3 o - 12 SD 1-10" GATE VALVE 1-6" CROSS 55 LF 6" PVC $ \ 14) o a 1-10" 45° ELBOW 1-6" TEE 2-6" GATE VALVE °D �' 1-10" X 6" REDUCER 1-6" GATE VALVE N: 685049.12, E: 2459754.23 1 2 6 Q� 1 5 you ® N � 0 o N: 685048.06, E: 2459177.23 N: 685048.61, E: 2459477.23 275 LF 6" PVC N 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI °° PC 6"PI \ 1 1 1 2 a v� 80 LF 6" PVC 00 m' F� 80 LF 6" PVC 12W 12W 12W -12 / s O d� " " " 12"W 12"W 12W 12"W 1 z"W I 1 12"W 1 z"W 12"W c 12"W 12"W 1 'W 12"W " 8"W 8"W 8"W W 1-6" GATE VALVE \ \ w \ 80 LF 6" PVC N: 685049.50, E: 2459965.08 5 2 o - N E.TOWER ST. ^ FA N v �� 1-6" GATE VALVE rn - 18"s lu"s 18"s 18"s 18"S 8°S 8°S 8"S 8°S 8" 8"S 8°S 8"S s 8"S 8"S 8"S 8"S 8"S 8°S 8"S 8"S 8"S s o"S 8"S s 3 � "° N: 685008.28, E: 2460121.26 00 Z 80 LF 10" PVC , , 2 1 2 00 2 11 1-6" GATE VALVE � - o N: 684970.62, E: 2459754.38 & „� a E N G I N E E R I N G N 10 1-6" 22.5° ELBOW 1-10" GATE VALVE 30 LF 6" PVC N: 684979.40, E: 2460135.12 Q 9233 WEST STATE STREET __--. EG 1-6" 90° ELBOW N: 684969.56, E: 2459177.33 _ „� BOISE,IDAHO 83714 w N _ N: 684962.66, E: 2459778.34 c� PHONE 208 639 6939 D i 30"GI 30"GI 30"GI "GI I i 30"GI 3 1 30"GI 30"GI 30"GI u 3 i 3o"GI 0"GI 30""GI 30""GI 3U GI 30"GI 3Q'G 30"GI i S 4 a N 1-8" GATE VALVE 10 LF 6" PVC \ gu m kmengllp.com N: 684903.13, E: 2459160.40 _ 65 LF 10" PVC BLOCK 5 1-6" GATE VALVE LLi N 1 BLOCK 7 BLOCK 6 N: 684970.1 1, E: 2459477.33 1-6" 90° ELBOW 10 > u rn- DESIGN BY: LCK Lu N: 684962.62, E: 2459754.39 � Q 0 > Q, > w N DRAWN BY: LCK/SRM 1-8" GATE VALVE 85 LF 8" PVC n -�� \ Q Q z 1-8" BLIND FLANGE _ s 14 s \ J s O I s 14 w� \ CHECKED BY: LCK o N: 684903.02, E: 2459076.92 1-10" TEE °o a 11 cn O ur iur iur 1-10" X 8" REDUCER w o w 25 LF 6" PVC oo Q a o DATE: NOVEMBER 2020 OE TOE TOE "GI "GI i H W U w ` ., PROJECT: 20-124 TOP TOP Top N: 684903.16, E: 2459177.42 N 6t , N z vi N S 4, ° 2 �� 1 15 LF 8" PVC � J SHEET NO. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ V N MATCH LINE - SEE SHEET C7. 1 C7•0 0 N a SHEET NOTES KEYNOTES A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. 1. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE T0F\ \ oa r 4T �� F`�SS\OcENSFHG�'� POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE 0 50 100 150 TOe \ 2j'5 1 F IRRIGATION NOTE 3, SHEET C1.1. I TOE`TOE C. IRRIGATION SERVICES SHALL BE 2" CLASS 200 Plan Scale: 1 - 50 -27 �21 o�� 6860 POLYETHYLENE PIPE PER DETAIL, SHEET C7.1, TYPICAL. 2. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. 5j, ci \g I 1 Nq \� J, 11/20/20 0 D. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS 3. INSTALL 2" SERVICE PER DETAIL, SHEET C7.1. - - - - - - - - - - - - - - - -=/ �C, qTF OF THE LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE. 4. INSTALL 1" SERVICE. 25 LF 16" PVC i I I y��N C. Y' E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL 5. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. �� 1-16" TEE 4c 1 LF 16" PVC SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. 6. INSTALL ARV PER DETAIL, SHEET C7.1. 1-6" GATE VALVE \ 1-16" BLIND FLANGE F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL \2) 1��68 .62_F 2460386.60 \ CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING 7. CONNECT TO PUMP STATION, SEE SHEETS C7.3 - C7.4. A9 2750 475`ELB9�AL SD-403. 1-6" 22.5° ELBOW 80 LF 16" PVC 1-6" GATE VALVE \ G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 \ N: 685969.62, E: 2460394.72 PVC OR APPROVED EQUAL. \ \ 1-16" 22.5° ELBOW W 2 H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER \ 1-16" GATE VALVE N' 685&Vp 2, E: 2460424.67 Lu THE DETAILS ON SHEET C7.1. COORDINATE LOCATIONS �� _ WITH PROJECT ENGINEER DURING CONSTRUCTION. \ CONNECT TO LAKE HAZEL- 1. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL AND LOCUST GROVE IMPROVEMENTS CONNECT TO THE HILL'S CENTURY FARM COMMERCIAL 1-16" TEE \ I 175 LF 16" PVC SUBDIVISION SYSTEM THAT WILL BE OWNED, MAINTAINED, ~ 1-16"x6" REDUCER I w AND OPERATED BY THE HOA AND EXISTING OPERATOR. \ 1-6" GATE VALVE \I 1-6" BLIND FLANGE P,�__685571.98, F' 94R0424.75 MATCH LINE - SEE SHEET C7 .0 Cn 17 z rn s O8 PI 12 ' \ w O O _s_ � s 13 ___6 O u � v � � \ � � N r > ul ul 0 co _ 0 = i ® ® I - 0 S r I ,N ® ® BLOCK 6 °� s O7 co PI 13 0 � O � � � _ z , W m o v N w w � w � � 375 LF 6" PVC 5 385 LF 6" PVC 'o w 0 cl�5 BLOCK 4 co 735 LF 6" PVC N ' I _v s O6 PI 14 cl� °' S O m /1 v O s � 5 m J I \ o rn � ® O _ z > s 11 s O rn ® ui s 11 - (/� - - 1 Q U7 w w > U) W 1 N = Q Q �,; - E. LAKE HAZEL RD. I- w 495 LF 6" PVC w > _ Z Lu N w s 5 15 � u m 12"w 1 "w Ov Ln H00 O O a OD Z - - O6 S ti N Q ui w rn vi c� 0 �, 6 Q s O N O _ s 10 s O N w N �cl� s 10 Svi 500 LF 10" PVC = s o - � 1 _ w w O4 PI 16 REFER TO LAKE HAZEL AND V) � O S O rn LOCUST GROVE z rn ROADWAY AND UTILITY C O s 1-6" 90° ELBOW Og O s O IMPROVEMENT PLANS Q s 9 1-6" GATE VALVE s 5 N: 684596.32, E: 2459591.83 � 1-6" 90° ELBOW 1-6" 90° ELBOW 1-6" 90° ELBOW N 1-6" GATE VALVE 1 10 LF 6" PVC N: 684596.08, E: 2460135.32 Q s N: 6$4596.1 1, E: 2459477.83 115 LF 6" PVC s O 0 3 PI N: 684595.89, E: 2460027.06 z z 0 8 S O 6 PI 7 00 ff s PI 8 BLOCK 3 z W v_ ® w ® 2i 0 � 1 N 10 - W BLOCK 7 0 8"w 8"w 8"w 8"w 75 LF 6" PVC 8"w _70 LF 6 PVC a"w s"w a"w 8"w 4- (n Q > E. STAKE ST. 2 s O O 1 _ 2 E. STAKE ST. > = O 2 P 18 - s g„S 8"S 8„s 8„ 8"s „S s s 8"S S 8" 8»S 8"S 8»S 8»S 5 Q O00 0 00 co c rn J O 00 �„ � z - �C 1-6" GATE VALVE \ O O / 1-6" GATE VALVE 13 11 Q z W 12 N: 684523.82, E: 2459591.93 � 1 19 N: 684524.62,I E: 2460027.19 � - O 0 1-6" 90* ELBOW10 s N 684469 45, E: 2459664.00 180 LF 6" PVC 55 LF 6" PVC W 70 LF 6" PVC � 6" 1 "PI 6"PI w 18 17 15 14 I W q � 14 15 16 17 16 v Gc 0 le 2 1 - 1-6" TEE 120 LF 6" PVC 00-_-.1 15 LF 6" PVC 1-6" GATE VALVE 1-6" GATE VALVE 11 rn rn N: 684469.99, E: 2459956.88 co a N: 684470.12, E: 2460027.29 12 O 13 � 1-6" TEE 65 LF 6" PVC LIJ 415 LF 6" PVC 2 N: 684469.66, E: 2459779.00 x 65 LF 6" PVC L u a W 1 /1 a 6"PI 6"PI 6"PI 6'PI s"PI 6"PI 6" I 6" 1 6" 6"7 6"PI 6"PI LL 1-10" TEE 1-6" TEE BLOCK 5 1-6" 90° ELBOW Q m � 1-6" TEE 1 0 7 01-6" GATE VALVE 19 1-10" BLIND FLANGE N 1-6" GATE VALVE N: 684402.45, E: 2459664.09 10 N: 684403.12, E: 2460027.42 420 LF 6" PVC W Z 1-10" GATE VALVE N: 684402.32, E: 2459592.09 1-6" TEE ° 1-10"x6" REDUCER 1-6" GATE VALVE Z N: 684396.56, E: 2459178.10 0 0 1-6" BLIND FLANGE 5 _ FUTURE APEX 18 115 LF 6" PVC 00 FUTURE APEX N: 684398.88, E: 2460445.41 o SOUTHEAST o rn SOUTHEAST o v cn -0 SUBDIVISION a SUBDIVISION 70 LF 6" PVC a0 Z s 1-6" 90° ELBOW i? N: 684288.45, E: 2459664.24 0 o 60 1-6" 90° ELBOW 00 S C/) 1-6" GATE VALVE 100 LF 6" PVC N: 684288.64, E: 2459765.13 a 6"PI .jr 0 O S G co N U °o � N " 65 LF 6" PVC ; 8"w X 8"w 8"w "w 8"w 8"w 8"w Fc AEG EG EG EG E. SPIRE ST. 1 2 12"SD a EG S 8"s 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S S 8"S s 8"S S S 8"S 8"S 8"S S o s 8 S EG EG EG EG EG 3 S�EG�EG G 0 s I 1-6" GATE VALVE E N G I N E E R I N G a N: 684224.14, E: 2459765.24 9233 WEST STATE STREET rn > BOISE,IDAHO 83714 v Q PHONE(208)639-6939 R 120 LF 6' PVC---,,4- kmengllp.com wQ w O O O N O O O O DESIGN BY: LCK 1 ® ® DRAWN BY: LCK/SRM g BLOCK 9 CHECKED BY: LCK o BLOCK 8 1-6" GATE VALVE �-' 1-6" GATE VALVE DATE: NOVEMBER 2020 1-6" BLIND FLANGE 1-6" TEE - 1-6" GATE VALVE _ BLIND PROJECT: 20-124 Z 200 LF 6" PVC 1-6" GATE VALVE N: 684102.78, E: 2459840.94 N 684103 17�E:G2460054.00 o N: 684102.27, E: 2459565.47 LN: 684102.64, E: 2459765.47 2 SHEET NO. 0 a 6 iPl 6" s"PI 6'PI 6" 6"PI 0 10 LF 6" PVC 65 LF 6" PVC 215 LF 6" PVC a NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN SS�pNAL fyc� THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE [STANDARD MANHOLE pF�`' �pENSF10 ADEQUATE VENTING. NOTE: LOOP TRACER WIRE FROM MAIN FRAME AND COVER F LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS LINE PIPE TO SERVICE BOX AND BACK 860 OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. ALONG SERVICE LINE PIPE. J, 12/20/20 0 Q OF 2"0 FORD, MUELLER OR APPROVED IAJ C. EQUAL ANGLE STOP W/LOCK WING & IRON PIPE THREAD CONNECTIONS, OR APPROVED EQUAL FIBERGLASS 4"0 THREADED CAP _ 24"0 CONCRETE OR PLUG FINISH GRADE 0 0 PIPE. LENGTH VALVE& COVER X I AS REQUIRED. WATERMAN MODEL CR-100 AIR RELEASE VALVE (OR EQUAL) w -III III III qj III- CARBON 18-INCH "STANDARD" 1-1/2"0 GALVANIZED*NOTE: REINFORCED FIBERGLASS IRON NIPPLE & 90' ELBOW 1. 2'-6" MIN., 5'-0" VALVE BOX (OR EQUAL) MAIN MAX. IN UNPAVED APPROVED METAL OR PLASTIC TAG LINE AREAS WHERE THE WITH "NON-POTABLE WATER DOBALL VALVE CURB STOP LINE IS FREEDRAINING. �i NOT DRINK" IS RQUIRED (MUELLER 300 OR EQUALAPPROVED METAL OR PLASTIC - • 1-1 2"0 SCH. 40 zTAG WITH "NON—POTABLE /" _ GALVANIZED IRON 2• 3'-6" MIN., 5-0' aWATER DO NOT DRINK IS I MAX. IN PAVED CARTRIDGE DUAL CHECK VALVE 1-1/2" REQUIRED. CONNECT TO VALVE I III ° ° III I PIPE RISER AREAS OR WHERE `V FORD OR MUELLER OR TAPPING cn BOX WITH EYE BOLT AND WIRE TIE— °° THE LINE IS NOT APPROVED EQUAL SADDLE z a ° FREE DRAINING O NLn 3. FINDER WIRE AND z " 6" MIN. Lu IDENTIFICATION TAPE w 4"0 PVC OR ABS 1-1/2 GALVANIZED w Lu IRRIGATION w °• PIPE VALVE BOX IRON PIPE TRENCH — e. 8 8 — MAIN ISPWC DIVISION 900. oD PER THE 00, �D o�0 00, ��O�0 I I I I I BACKFILL a a NOTCH 4"0 VALVE O O O o BOX OVER PIPE WITH MIN. OO O ��P, O O I - � _ CLEARANCE FROM PIPE -4 100 a SLOPE � OOOO -111 I H I I I I �0 DRAIN0 D 0O0 0 —' a ,_ — _ 0 0 � 0 o00 000 1-1/2- BRANCH 2" PVC 90° ELBOW, - — O OO D OOOO - °z TEE � 2"� BRONZE CURB STOP- � OO O o o O _ 3" MAIN LINE FORD OR MUELLER, OR SCHEDULE 80 REQUIRED — I i OD DO O O OO APPROVED EQUAL. I 000 O O O O O O O O o- 1 SCALE: NONE O O 2" CLASS 200 SOLVENT - — 3"X3"X2" TEE, WELD PVC PIPE SCHEDULE 80 REQUIRED MAIN LINE AIR RELEASE _I 2CUBIC YARDS MINIMUM�=2" WASHED DRAIN ROCK,= NTS OR AS REQUIRED. TYPICAL 2" SERVICE -' ' I III DIG TO FREE NTS DRAINING SOILS TYPICAL MAIN LINE DRAIN z NTS Q c-I J AC PAVEMENT BY OTHERS Q PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 Z Z 3/4" MINUS BASE, BY OTHERS Z ccW VARIES 4"-6" _O G w W w c_n O > cn PIT-RUN SUB-BASE, BY OTHERS > 0 P/L Q LL_ LL_ �, . �, --- 10' EASEMENT REQUIRED ON PIPE SIDE 0 VARIES, 10"-1 6" — 0 of _ = p p p TEMPORARY BACKFILL AS I p p p 2i 00 D D D REQUIRED TO MAINTAIN I D D D Z — D_ 0_ "PLACE APPROVED METAL OR 0 I I-12 COVER OVER SLEEVE ; n, , 3' MIN. PLASTIC TAG WITH"NON-POTABLE 6" MIN. z - - -- -- SUB GRADE ELEVATION, BY 5'-MAX — D- - -LLJ OTHERS, SEE NOTE 1 BELOW WATER DON'T DRINK"IS REQUIRED (n 0 O o COORDINATE WITH PAVING —III i i PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT I I w W ~ CONTRACTOR FOR REMOVAL I I—III I 1 I SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND I J = W Q OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. I cc 0 LOCATED ABOVE SUBGRADE N Iz G MIN. 6 LID TO READ: w — FINDER TAPE CARSON MODEL 910T COVER STUB VO PE PIPE 2 D "NON-POTABLE WATER - FOR IRRIGATION ONLY" LOCATING WIRE IN PERMANENT LETTERING 4"0 THREADED I Q O (2) 3" CLASS 200 SIGNAL O FINISHED SOD GRADE CAP OR PLUG FINISH GRADE w W CONDUIT WITH 1/4" 2" I x oc NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE Lu COMPACTED TO 95% DENSITY. a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII Q (n PIPE AND BELL CARSON MODEL 910 10" VALVE BOX W NOTE: 0 MIN. 4" TRACER WIRE LOOP 1. 2'-6" MIN., 5'-0" MAX. a IN UNPAVED AREAS SKIDS PER ISPWC SD 307. WHERE THE LINE IS MIN. 6" SLEEVE MIN. 6" 2" VALVE NUT u soDIA. SEE SLEEVE SCHEDULE, THIS SHEET FREE DRAINING. SEE SEE FOR MATERIAL AND MINIMUM SIZE co NOTE 5 NOTE 5 2. 3'-6" MIN., 5'-0" MAX. Q Z IN PAVED AREAS OR Z ISOLATION VALVE 10" CLASS 125 PVC PIPE WHERE THE LINE IS N SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS NOT FREE DRAINING. w JOINT RESTRAINT REQUIRED +, UNI-FLANGE SERIES 1300 OR EQUAL 3. FINDER WIRE AND 0 IRRIGATION MAIN IDENTIFICATION Z C° PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. NOTES: NOT PVC BOX, BOTH SIDES TAPE REQ'D. PER w THE I.S.P.W.C. 4"0 PVC OR ABS 2"/3" 2.83"/4.17" 6" PVC C900 6.31" 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, DIVISION 900. PIPE VALVE BOX a FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD 4" 5.36" 8" PVC C900 8 28°° SUB—BASE, ROAD BASE AND PAVEMENT. 1"0 CLASS 200 NOTCH 4"0 VALVE POLYETHYLENE 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE BOX OVER PIPE WITH ° FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR I 1/2" MIN. CLEARANCE 3 6" 7.89" 10" PVC C900 10.16" SIDEWALK. 6" MIN. ° 4 REBAR FROM PIPE a � 0 8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT 6" VARIES.- 6" SLOPE E N G I N E E R I N G SLEEVE SHALL BE CLASS 200 PVC PIPE, ADS N-12 OR ALUMINIZED CMP �c�`Tl TO DRAIN 9233 WEST STATE STREET PIPE AS SPECIFIED IN SLEEVE SCHEDULE. a BOISE,IDAHO83714 10" 12.79" 16" PVC C905 15.92" 12 MIN. MIN. 4MIN. . 4 MIN. OF 3/4 MINUS GRAVEL �— D 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL ° . A UNDER 1 O" PVC PIPE + PHONE(208)639 6939 12" 15.17" 18" PVC C905 17.85" CROSS BELOW OTHER UTILITIES. ° kmengllp.com THRUST BLOCK 1"0 BRONZE CURB STOP- PROVIDE LONG RADIUS BEND DESIGN BY: LCK 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. MAIN FORD OR MUELLER, OR IN POLYETHYLENE PIPE NOTES: LINE APPROVED EQUAL. DRAWN BY: LCK/SRM Z 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION WITHOUT KINKS OR DISTORTION g A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 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: NOVEMBER 2020 PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. TAPPING SADDLE PROJECT: 20-124 (ROMAC 101S OR APPROVED EQUAL) SHEET NO. V TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE TYPICAL 1" SERVICE C7,2 N ti NTS NTS NTS a \ rop rop \\ roe o \� KEYNOTES \ \ x \rop \rop \\_\\�of \� \�\ 1. INSTALL REINFORCED CONCRETE PAD (16'x26'). DESIGN ASS\ONAL fN�� roe\ \ \\ \rop \o \\ \ro \\ \� 0 20 40 60 BY OTHERS. GENSFO o f\ \ \\ \\_ \\_\\E\ \\ \\� X 2. INSTALL 96" INSIDE DIAMETER PRECAST WET WELL. (A) Plan Scale: 1" = 20' \oe\ \\\\ \\ Op\\\ \\ roe \ r0p \X 16860 DESIGN BY OTHERS. o f\ \ 11120/20 \\ rop\-. \roF \ rop \ 3. INSTALL 21" MJ BUTTERFLY VALVE. y `n�9TF \ p rOp \\_\\� \ro \ 4. INSTALL 80 LF 21" PVC INTAKE LINE ® 0.4% SLOPE. �,5,� OF e\�e \� \ \\\\�_\roe �\ 5. INSTALL LINED IRRIGATION POND PER SHEETS C8.1 AND /� C K\N _ X\ 7op\\ rOp\\\ \\ o \\_�\� x \ C8.3. (20' DEPTH) \ p p \\ \ r e oe 6. DIVERSION BOX AND PIPES TO BE DESIGNED AND \ ram\ rO \\\ \\ro INSTALLED BY BOISE PROJECT BOARD OF CONTROL. DEVELOPER SHALL COORDINATE DESIGN AND INSTALLATION \ \ \ r\ 6 rOp\ro\ \F�roe r� x PRIOR TO CONSTRUCTION. \ Op_ p \ _\ \ 'q/� \ \ op 7. REMOVE CONCRETE IRRIGATION DITCH. \ \�rop rop\ \\_\ rOF q TFRq� rof �I 'op \rop \\ roeLu \rop rop roe OF \\road x\ o 7 p \rop \ rOP 04- °p \rop\\I r�� F \ \ ?>4g 2js\ OTp X rop cn 4g \ \r o roe roe \ \'0 N \ roe \ \ �` W \ �_ \ �� o \roe \ ?�s? 188" 1�04„ roe TOE TOE T E TOE TOE 1 96" INSIDE DIA. 4 \ PRECAST WET WELL. \ �� I DESIGN BY OTHERS. TOE 2751 �21"c \ iv ELEV. = 2728.0\� 21" c _/ 3 O5 IRRIGATION POND \ / 12 »c 2 I 14" DUCTILE IRON W/ REINFORCED � _ _ _ _ _ _ - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -\ _ _ _ � � ci I UNIFLANGE STUBBED 6" = CONCRETE SLAB ABOVE PAD N DESIGN BY OTHERS 2" FILTER N I FLUSH LINE \ 1 I -TO WASTE 24�i \ I o I %" INTAKE \ c I $I�' SCREEN SUPPLY- / LINE TOP TO P \ � GRADE BREAK 24 ELEV. = 2745.6 \ m 6" GRADE BREAK I I I \ ELEV. = 2746.0 IRR 50" 24 192" z HIGH WATER s I Q \2) ELEV. = 2748.0 2750 REFER TO PRESSURE $ A—] R9, IRRIGATION PLAN TOP OF BANK I O \ ELEV. = 2751.0 SHEET C7.1 LU PUMP STATION SITE PLAN I\ WET WELL AND INTAKE PLAN A-A z w Q SCALE: 1 " = 10' SCALE: 1 " = 5' O 2Lu z Q O a J a Cow w PUMP STATION AND cn ENCLOSURE NOT SHOWN. 14" DUCTILE IRON W/ Q Z j Q SEE SHEET C7.4 FOR UNIFLANGE STUBBED 6" Q O ADDITIONAL INFO. ABOVE PAD W � � O Q a b a b TOP OF CONC: 2753.00 W Q 96" INSIDE DIA. PRECAST WET WELL. j � Q DESIGN BY OTHERS. PROVIDE Ln BITUMINOUS MASTIC AT ALL JOINTS. 6" I.D. Ll O 2C CL REFER TO POND DETAIL (,/) 2 HIGH WATER ELEV.: 7 t_ HIGH WATER ELEV:2748.00t x W Z) a W W WATER ELEV.: 7 t LOW WATER ELEV: 2746.00 t Ila. x 1.5" POLLY INTAKE SCREEN Q W FLUSH SUPPLY LINE " WITH KOR NE SEAL BOOT 65 PSI TO BE MAINTAINED. 21" ADAPTER 21 PVC ASTM 2241 (TYP.) � o INTAKE LINE TO WET WELL Q 85 PSI RATE INSTALL NON-SKID, Z RUBBER COATED STEPS INSTALL CLEMONS SELF-CLEANING SCREEN PER ISPWC STANDARD 0 WITH SEALED BEARINGS (CW4000) OR DRAWING SD-501 W APPROVED EQUIVALENT. SPECIAL ORDER 21" ADJUSTABLE PIPE ° Z OUTLET PIPE AND FLANGE SIZE. 21" INV. 2739.38 SUPPORT W/STRAP OVER INSTALL 21" MJ BUTTERFLY VALVE.� 21" INLET INV: 2739.06 6" MIN. o CROWN OF PIPE. BOLT TO VALVE BOX AND LID PER ISPWC SD-406 CONCRETE BOX. WELL INV. ELEV: 2736.00 0 Q CONCRETE BLOCK N O Z 8" OF CLEAN 3/4" MINUS o GRAVEL W/LESS THAN 5% Q PASSING THE NO. 200 SIEVE. 3; COMPACTED TO 95% MODIFIED PREPARED SUBGRADE AND o PROCTOR DENSITY BACKFILL COMPACTED TO 95% V STANDARD PROCTOR DENSITY 8 o OF CLEAN 3/4" MINUS GRAVEL o W/LESS THAN 5% PASSING THE E N G I N E E R I N G Q NO. 200 SIEVE. COMPACTED TO 9233 WEST STATE STREET 95% MODIFIED PROCTOR DENSITY BOISE, IDAHO 83714 PHONE(208)639-6939 N kmengllp.com WET WELL AND INTAKE SECTION A-A DESIGN BY: LCK z SCALE: 1 " = 5' DRAWN BY: LCK/SRM Z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q 0 7.3 N a DESIGN SPCCIEICRTICNS Design Point I� 1760 GPM @ 85 PSI 200 3/4 Design Point 2: 3520 GPM @ 85 PSI Duty Pump DetallS� 60 HP/Pump 880 GPM @ 220 TDH Jockey Pump Details: 10 HP/Pump 100 GPM @ 220 TDH 17 3 12 2 22 16 4 8 9 6 KNmum Power 480 Volt / 3 Phase FUTURE PUMPS Model # T##C2T060E01760-085S106B483INS-14 ITEM NO, DESCRIPTION Size QTY, ° 0 000NTROL PANEL WITH OPTIONAL HARMONIC FILTER x x ° 2 FILTER, AMIAD SAF6000 10" 2 3 FLOW METER, BADGER 14" 1 w ° 4 HIGH PRESSURE SWITCH 1/4" 1 ° 5 HOSE BIB 3/4" 1 14" DISCHARGE 6 LEVEL SENSOR/FLOAT SWITCH CAP 1 ° ` o ° • 7 MOTOR 60 HP 2 ° o 17 0 8 PRESSURE GAUGE, 160PSI 2-1/2" 2 _ 9 PRESSURE TRANSDUCER, 20OPSI 1/4 1 10 PUMP, SUBMERSIBLE 10 HP 1 0 ° 11 PUMP, VERTICAL TURBINE, DI 8" 2 N Lu ° ° 0 2" BLOWOUT Q 12 SKID, BENT 96"x200" 1 ui ° 0 13 VALVE, AIR RELIEF 3/4" 1 ACCESS 14 VALVE, BUTTERFLY, GROOVE, LEVER 4# 1 HATCH ° 15 VALVE, BUTTERFLY, GROOVE, GEAR—OP 8 2 ' c::D ® 16 NBE VALVE, BUTTERFLY, WAFER, GEAR—OP, 14" 1 1 17 VALVE, BUTTERFLY, LUG, 175 PSI 14 1 ° VALVE, BUTTERFLY, WAFER, GEAR—OP, ° ° 18 10" 4 NBE 19 VALVE, CHECK, GROOVED 4" 1 20 VALVE, CHECK, SILENT 8" 2 21 VALVE, CHECK, NBE 10" 2 22 VALVE, PRESSURE RELIEF, ANGLED 4" 1 U z w 23 SUPPLY)VALVE, SOLENOID (LAKE SCREEN 1-1/2" 1 96" WET WELL PLAN VIEW (BY OTHERS) z Q o 7 11 20 15 z z z Lu _O 2 Lu 13 19 14 _� O > > = O 0 p a- o 0 0 ° C~ a Q � wp 5 21 18 23 Q � HZ) e e w w (�''� 13- �0 I.J� V ! Lu O O x Lu a[MIOQD N N ° ° W 10El � O Q H Z p o00 0 0 a z O O O O O O O a O O O 0O Oa O O O O 1:3 a O O O � O 010 m m O O O e Llu Llu p o N = DRAIN a _=0 a _=0 a Q _ o _ V l Z 0 E N G I N E E R I N G DUTY PUMP JOCKEY PUMP 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE(208)639-6939 kmengllp.com REV, DESCRIPTION DATE APVD DESIGN BY: LCK REVISIONS DRAWN BY: LCK/SRM 0 � MATERIAL TITLE: CHECKED BY: LCK z � Piping. STEEL A53 VERTICAL TURBINE ° �C� Skid: GALVANIZED PUMP STATION DATE: NOVEMBER 2020 D PROJECT: 20-124 SIDE VIEW PPS UNLESS OTHERWISE SPECIFIED: PROJECT; APEX SUBDIVISION o DIMENSIONS TOLERANCES1ARE IN INCHES SHEET N O. FRONT VIEW 6515 BUSINESS WAY FRACTIONE NAL:CE DECIMAL: t,10 LEVELi N PRECISION PUMPING SYSTEMS FRACTIONAL fl/e• 60% Pre-Final NON—POTABLE BOISE, IDAHO 83716 TWO PLACE DECIMAL: ±.05 PART N 4T-SJ-(2)SAF6000-FM-14DO C7.4 I NOT FOR FABRICATION www.gopps us0 DRAWN: AK LE DRAWINGDATE: 10/22/2020 JOBi SIZE:D SCALE: NTS SHEET: 1 OF 1 REV — _o a SCOPE OF WORK be manufactured and listed by a UL508A Panel Shop. The panel and acceleration of the pump to eliminate excessive velocity and Packaged Pump Station supplier shall provide a variable speed shall be UL labeled as an "Enclosed Industrial Control Panel". The pressure. It shall also include initial start-up, mainline fill, power vertical turbine pump station complete with pump, piping, valves, pump control panel shall be completely manufactured, tested and outage and automatic re-starts. sensors, variable frequency drive (VFD), programmable logic programmed prior to delivery to the job site. PLC Monitoring Functions controller (PLC), UL 508A listed control panel, and all appurtenances Documentation. A color wiring schematic and pump nameplate 1. Pump operating status, total pump run hours, motor frequency, necessary for a complete and functioning pumping system. The information shall be permanently affixed to the inside of the control motor amperage station shall be mounted to press brake formed steel base and enclosure. All field terminal connections shall be numbered and enclosed in a powder-coated marine grade aluminum enclosure. The labeled. 2. System pressure, flow rate pump station shall be manufactured by a UL QCZJ certified pump Cooling System. The control panel cooling system shall be 3. Fault Log with time stamps and diagnostic utility. station manufacturer. appropriately sized for the ambient conditions. The cooling system 4. Trend Data, with graphic display of system pressure, flow, motor Technical Service and Support. The manufacturer shall provide shall not allow dust, insects or rodents inside the pump control panel. frequency and amperage. Data shall be exportable to MS Excel. access 24/7 phone support with a factory certified technician. The Two sets of spare filters shall be included with the pumping system. 5. USB port to upload, download of program, and data storage. technician shall have access to all relevant data specific to the pump station, including specifications, submittal, shop drawings, Main Disconnect. Aservice-entrance rated, non-fused disconnect Instrumentation. and detailed photos of the system. shall be mounted in the pump control panel and shall isolate all programming, p y power to the control panel. The disconnect shall include an operating Pressure Gauges shall have a 304 stainless steel case, with bezel Factory Testing. The pump station shall undergo and pass all of the handle mounted on the control panel enclosure door that is construction. Gauges shall have a 2.5" diameter and be liquid filled. o following system performance tests: Hydrostatic testing that meets mechanically interlocked to prevent entry while the disconnect is in Pressure Transmitter(s) shall be constructed of stainless steel and ANSI/HI specifications and standards; Flow testing that meets the ON position. To prevent damage from vandalism, a disconnect rated for the pump station discharge pressure. ANSI/HI 14.6 specifications and standards; and Vibration testing that external to the pump station enclosure shall not be accepted. Flow Meter. The station shall include a McCrometer flow meter. meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values specifications and standards. The pumping system shall be flow Overcurrent Protection. The VFD bridge rectifiers shall be protected Current and totalized flow shall be read at the pump control panel tested as a complete unit, which shall include function testing of from over current by an appropriately sized circuit breaker. Fuses are HMI. Paddle type insertion sensors shall not be accepted. not acceptable. pumps, motors, instrumentation, appurtenances, and control panel. Pump Protection Shrouds The results of all tests shall be available to the owner. Lightning & Surge Protection. The Pump Control Panel shall be z equipped with transient voltage and surge arrestors. Each pump and motor shall be completely encased in a slotted PVC O PRODUCTS well casing. Both ends of the shall be thoroughly sealed to ensureLn UJ Variable Frequency Drive (VFD). The VFD shall be appropriately that no water can enter at either end. Water shall only enter the LU Piping, Valves, Skid Base, & Station Enclosure. sized to meet the FLA (full load amps) required by the pump motor, casing through precision laser cut slots, which will not allow debris Piping. The station piping shall be standard wall pipe with grooved as stated on the motor nameplate. The VFD shall be manufactured larger than can be passed entirely through the pump. All water connections. Flanged or welded connections shall not be acceptable. by ABB Industrial Systems, Mitsubishi, or approved equal. Initial entering the casing shall pass over, and cool the motor, prior to Threaded connections between the main piping sections other than start-up and calibration shall be performed by a factory certified entering the pump. at the pump volute shall not be acceptable. technician, which shall extend the warranty on the control panel to a Valves. Gear Operated Butterfly style isolation valves--with grooved total of three (3) years. connections--shall be included on station suction and discharge Programmable Logic Controller (PLC). The PLC shall be fully piping. Flanged or threaded connections shall not be accepted. A programmed prior to pump panel installation. The technician installing non-slam check valve shall be included on the discharge of each and programming the PLC is to be factory trained and certified by the z pump. An air release valve shall be included, located immediately PLC manufacturer. The PLC programming shall be non-proprietary, after the pump check valve. and the complete station programming shall be made available to the Skid. The pump skid shall be made of 1/4" press broke A36 steel. No owner via a USB drive included with the station control panel. welded bases or open rail systems shall be acceptable. PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD Corrosion Protection. The pump skid and appurtenances shall be color touchscreen. The operator interface shall allow the user to cleaned to bare steel and hot dip galvanized. All piping including make adjustments to the PLC program locally without requiring any elbows shall be galvanized inside and out. The pump station shall be additional equipment such as a laptop computer. A VFD control pressure tested prior to galvanizing. No welding shall be performed keypad is not an acceptable substitution for the digital operator after the pump station is galvanized. The skid an piping shall be interface. The PLC shall have an Ethernet port to enable remote warrantied for a period of 25 years. access. PLC Control Functions: z Automatic Filter: The pump station shall include an automatic Q screen filter. The filter shall use suction scanning devices to 1. User settable Local or Remote control. r-1 J automatically remove debris from the filter element. The filter shall 2. System Pressure Setpoint be Amiad SAF or approved equal. Control logic for filter flush shall be C included as part of the main control panel PLC programming. Z Z Pump Control System 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or z W Sleep by Frequency O w NEMA Rating. The VFD, PLC, and associated electrical equipment 4. System Protection Settings, including fault and warning > shall be mounted in a NEMA 12 enclosure rated for indoor parameters for low flow, high flow, low pressure, high pressure, > X: O installation. To avoid potential water or rodent damage, VFD's restart trials and restart delay time. — Q � z mounted outside the main control panel are not acceptable. Q 0 � 0 _5. Load Factory Default Settings, User Saved Default Settings. cc Control Panel Manufacturing & Testing. The pump control panel shall ca � G Q w 6. Pre-Programmed Start-Up Routines to limit and/or delay starting z — Lu Q z CL z Q p O = w Q O cn w X LU a /1 v LG/'L X N m W ZIL.V Z L.V O Z D V O 0 z Z l7 a O D Q 0 N O N O N N rl Q N Q H O V tam l7 3 0 E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 PHONE(208)639-6939 N kmengllpxom a DESIGN BY: LCK N rl Z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 U D PROJECT: 20-124 F- SHEET NO. V Q N 7.5 0 N a Sca p EN �pENSF10 6860 J, 12/20/20 0 Q OF 2760 2760 ti��N C 75' WILLIAMS PIPELINE EASEMENT STA.=1+S 7.62 I I STA.= +10.33 2750 I I 2750 I I EXISTING GROUND w _ I zo_ - - .— .— _ — — — - - - - - I- - - - - - - - - a 2740 —�. �.Z Q 2740 4 mo Q N - Nw SEE SHEET C7.0 FOR CONTINUATION I N N 1-16" 45° ELBOW I SEE SHEET C7.0 FOR CONTINUATION I I I I I 1-16" 45° ELBOW 11 LF 16" PVC — — — — — — — — — — — — — — - - - - - - - - - - — — — — — — — — — — 8 LF 16" PVC 1-16" 45° ELBOW I I N 114 LF 16" PVC z I 1-16" 45° ELBOW 7 O I N U-i INSTALL 16" PVC WATER MAIN AND 113 LF I w 2720 24" STEEL CASING PER WILLIAMS 2720 — "DEVELOPERS' HANDBOOK", LATEST EDIITON. I I EXISTING GROU D CENTERLINE OF PI PIPE ALIGNMENT 2710 2710 N N r7 M Lq Lq c0 cfl r r O0 O0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O Z 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 WILLIAMS PIPIELINE PROFILE- 16" PRESSURE IRRIGATION CROSSING 0 10 20 30 0 10 20 30 Horizontal Profile Scale: 1" = 10' Profile Vertical Scale: 1" = 10' z � Q oLn z z w 2760 2760 Lu J w 75' WILLIAMS PIPELINE Ln O STA.=2 59.10 I EASEMENT I TA.=3+35.0 > = O z 2750 I I 2750 m 0 I I2 O EXISTIN GROUND I L DC a I z U .e .e Q Lu 0 J 2740 - N 2740 - w H SEE SHEET C7.0 FOR CONTINUATION I N U I SEE SHEET C7.0 FOR CONTINUATION = W Q 1-6" 45° ELBOW C 1-6" 45° ELBOW G 10 LF 6" PVC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 LF 16I" PVC 0 Q 2730 1 I I 2730 O _ J 1-6" 45° ELBOW I 78 LF 6" PVC I 1-6" 45° ELBOW � L o INSTALL 6" PVC WATER MAIN AND 76 LF I w 12" STEEL CASING PER WILLIAMS X "DEVELOPERS' HANDBOOK", LATEST EDIITON. N 2720 I 2720 Q Lu m w z I I a I I E D I EXISTING GROUND CENTERLINE OF PI PIPE ALIGNMENT a 2710 2710 Z CD I* CO C0 O) O N N N N N a N N N N N �� o N N N N N N N N N N N N D a 0 N O N 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 a 0 WILLIAMS PI PI ELI N E PROFILE- 6" PRESSURE IRRIGATION CROSSINGIcni 0 10 20 30 0 10 20 30 Horizontal Profile Scale: 1" = 10' Profile Vertical Scale: 1" = 10' E N G I N E E R I N G 9233 WEST STATE STREET BOISE,IDAHO 83714 PHONE(208)639-6939 N kmengllp.com a DESIGN BY: LCK N rl Z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 F- SHEET NO. V Q 7 N ti O N a 10' SHEET NOTES KEYNOTES E- A. SEE SHEET C1.1 FOR GENERAL NOTES. 1. INSTALL FIELD DRAINAGE SWALE PER DETAIL, THIS SHEET. F`�SS\O�ENS 10 HG�?� B. IRRIGATION MANHOLES SHALL BE PRE—CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER PER ISPWC STANDARD DRAWING SD-617. COVER SHALL 6860 BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER 12/20/20 TO PLAN FOR INSIDE DIAMETER. ��`njgTF OF \OP��v \\r, FIELD DRAINAGE SWALE NC. Y, SCALE: NTS m o Lu g OP OP OP > 03 03 r I ® Y N Lu EP rn a _ N r — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 cl N Q o — — — — — — — — — — — — — — — — — — — — — — — — I N Lu m Q 1 � O W00 cl� rn > N p 00M• W C7 M12SD- N U C U o OIT T N 1 N 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"P •w 6"PI 6"PI 6"PI Z m m w O Fq 00 12"W _ 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12'W a 12"W 12"W 12ft 12"W 8"W 8"W 8"W 8"W > ul W H _� N. E. TOWER ST. GIMH #11 (60—INCH)" W 18"S 18"S 18"S �18'�S � 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S s 8"S 8°S 8"S 8°S 8°S 8"S 8"S 8"S 8"S � s � o„, STA: 19+01.24 OFFSET: 0.00' m ° 180' Tw N: 684965.55, E: 245917, 180° (n I� EG C EG 30"GI 3p"GI 30" ,I 30"GI 30"GI 30"GI 3A 30'JGI 30"GI 30"GI 30"GI "GI w C m GIMH #9 (60—INCH) Z / N , �� BLOCK 7 GIMH 1+ (.14 INCH) STA: 24+08.59 OFFSET: 0.00' STA: 21+07.14 OFFSET: 0.00' /18 G 180° -0 L N: 684966.48, E: 2459678.28 O J TT T TT N: 684965.93, E: 2459376.83 11 0 OE T T T —T TOE TOP 06 O o s O w w 00 S O s z QA 00 > 14 o Q TO TOP TOP TDP-- TOP OP TOP TOP TOP TOP OP W TpE TOE TdE TOE TOE TOE TO TOE�—TOE TOE TOE TOE TOE 3 ')GI Q J °D TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP pg "PI I _ ' W o- GIMH #13 (60ILU —INCH) GIMH #12 (60—INCH) z ° w 1 STA: 17+53.29 OFFSET: 0.00' Lu FBLOCKSTA: 18+44.90 OFFSET: 0.00' BLOCK 6 InN: 684910.04, E: 2459072.91 N: 684909.57, E: 2459164.52N ss NO 12 cl �_ s �' s — III O O °' V) UJ Z J Q U- J O GRAVITY IRRIGATION ALIGNMENT "A" PLAN AND PROFILE o o 0 50 100 150 0 5 10 15 Z Z z Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Z W Q O z cn O w J � = Oa 0 0 oC 2760 2760 00 — z 2w cn Z — 2E � a Zz 00 LD 2755 2755 w p[ Q = w Q z O O 2 2750 2750 V) — oc w o ^ o w a ^ i2 v zma cD W v g_ 0 -O OO W O O O /r <= QDVvC o OZLL_ ' 0 Z C 2745 7 O 2745 I IOCD 0 LO 00 N r1 0 /tD O O 7 0 o 0't OOnN c0 O N Z � � N N 6� �Onr rO00 M �rr + N r 2 N..N.. cn _ O r ` � z� O EZ _ FINISHED GRO ND � > > 3 > > > >a CDcnnz z Dz z > >2740 3cnocn zz n— n Zz 2740 IL o — — EXISTING G OUND o - — a Q y N 2735SANITITE HP Cm 0.25% 2735 STA:1 +43.29 20 .9' of 30" ADS SANITITE HP ® 0.15% 3C 1.5' of 30" AD SANITITE HP 0.25% a INV.: 734.20 z a V 2730 2730 Li 00 z 10.0' of 30" ADS SANITITE HP © 0.39% o E N G I N E E R I N G I r 3 - 00 cn 9233 WEST STATE STREET 91.6' of 30" ADS SANITITE HP ® 0.15% N o 00 BOISE,IDAHO 83714 56.3' of 30" ADS SANITITE HP ® 0.15% EXISTING GROUND CENTERLINE OF GI PIPE ALIGNMENT PHONE(208)639-6939 2725 FFINISH GROUND CENTERLINE OF GI PIPE ALIGNMENT 2725 kmengllp.com DESIGN BY: LCK N OGNJ 00 ON 00 0 L0 M M 00 ` 00 00 r n L 00 O DRAWN BY: LCK/SRM 0r o M N � r 0) 0 o6 O 5 0 z 0 of 0ao a0 ra0 rao r rao C 0o 00Cn ao 00 ofo 0) O O 0 M i ) to M M ao to M M M M M � r r r r r r CHECKED BY: LCK Z N N N N N N N N N N N N N N N N N N o DATE: NOVEMBER 2020 u PROJECT: 20-124 0 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 SHEET NO. V Q N ti O N a MATCH LINE - SEE SHEET C8.0 SHEET NOTES KEYNOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. 1. CORE DRILL EXISTING IRRIGATION BOX AND CONNECT 15' �s ANAL f Hc� ADS PIPE. ENs 10 'LF B. IRRIGATION MANHOLES SHALL BE PRE-CAST WITH FLAT 15" INV.: 2737.68 TOP. STANDARD MANHOLE FRAME, COVER, AND RISER c PER ISPWC STANDARD DRAWING SD-617. COVER SHALL 2. DIVERSION BOX AND PIPES TO BE DESIGNED AND 0 0 11/86 BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER INSTALLED BY BOISE PROJECT BOARD OF CONTROL. 0 0 - co 686 TO PLAN FOR INSIDE DIAMETER. DEVELOPER SHALL COORDINATE DESIGN AND INSTALLATION PRIOR TO CONSTRUCTION. OF O O C. SEE SHEET C8.3 FOR POND DETAILS. y 13 14 00 3. MAINTAIN 2' MIN. VERTICAL MAIN LINE SEPARATION PER ��/�/ C. K\N + "WILLIAMS DEVELOPERS' HANDBOOK", LATEST EDITION. 00 CONTRACTOR TO COORDINATE WITH WILLIAMS GAS PRIOR GIMH #8 (60-INCH) N s �� TO AND DURING CONSTRUCTION. STA: 28+08.59 OFFSET: 0.00' N: 684967.21, E: 2460078.28 , a 9 d,: 8, 1 s � a o \ ap1�TOP TO oy '� P - d„9 Id 9 Id„9- Id„9 C/ \ R a 01 REFER TO LAKE HAZEL AND LOCUST GROVE - - - - - - y y s \ ROADWAY AND UTILITY PLANS y / - - - - - - - \ oA oy F- y s (9: / oy yF-7 / oy a IRRIGATION POND 116) / w �" cP•- / / // /�l/9 � I I / / 2 !y \ < s„a s„a s„8 s„E S. CADENCE AVE. -s,a y a y / ��FtiA% I / / a r1' 17 M„ „8 M„8 M„8 M„8 M„8 �: / O / O / _ / POND OUTFACE BOX #1 (4'X4' INSIDE) � / / ° N STA: 40+62.16 OFFSET: 0.00' N: 686007.22, E: 2460342.26 2 C� s / _j o a a a o BLOCK 3 GIMH #7 (60-INCH) a A // l Q STA: 31+96.84 OFFSET: 0.00' doi Y N: 685212.17, E: 2460379.51 LL O Q / / /J s� q/ BLOCK 2 OO w N REFER TO PRESSURE IRRIGATION GRAVITY IRRIGATION ALIGNMENT OO GIMH #5 (48-INCH) rn f PUMP STATION PLAN SHEETS "B SEE SHEET C8.2. b / 82' \ STA: 34+45.28 OFFSET: 0.00'/ P'/ 3 sp N: 685429.65, E: 2460430.90 ' - - - -180' - C7.3 AND C7.4. 180 - - - - - - - - - - - - - - - - - - - - - - p r n EG EG e G EC- 0 #1 (48-INCH) p 6"PI 3 b FF 1 6"PI 6"P a "PI 15 Id 9 rd,9 STA: 39+96.52 OFFSET: p 4„al 24"GI $4"GI 24"GI o 5S_'-N. 685974.62, E: 2460399.14 0 / 9 / 24"GI do do do do do do do��do ' 93 Id„9 d„ d„9 _ d0 _ +oL ��l dol 301 dol 301 GIMH #6 (60-INCH) 175° 9�' GIMH #4 (48-INCH) - - GIMH do S. VERTEX WAY STA: #4 (4 10 OFFSET: 0.00' GIMH #3 (48-INCH) #2 (48-INCH) X� dol dol _ STA: 37+44.60 OFFSET: 0.00' z W STA: 32+82.30 OFFSET: 0.00' N: 685585.48, E: 2460430.82 STA: 39+14.24 OFFSET: 0.00' -301 30l 30l 301 30l N: 685267.27, E: 2460444.83 8"w 8.w 8"w�r 8"w 8"w �8"1 ' 6 w N: 685728.98, E: 2460430.75 N: 685898.61, E: 2460430.67 J 1 \\ \\ o L.L 12.2' of 15' ADS SANITITE HP ® 0.40% I Q O GRAVITY IRRIGATION ALIGNMENT A PLAN AND PROFILE _ z z z GRAVITY IRRIGATION ALIGNMENT Q 0 50 100 150 0 5 10 15 "C", SEE SHEET C8.2. ,�-1 I z W Z Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' O W Q 2765 2765 > Q O a m 0 N z z 2w 2760 ^w 2760 Q - z z �- � v, o z (D 0 00 Z to o C O Q J UL� 't N XO Q O _ Z 0 N L0 O� N W N IL0 Lr) 00 m0 0 = W Q z 2755 in 0o z v z0 ro ro �(6 Q`o0`�° � O ww 0 zw" �� ' goo c� rn�� r N �NOCVr 2755 V O Z Ld _ UJ O .�`.: =O N �N��(0 0Cj _ +�N N H �cp�� N Q p vv p O vv O 00 Z v 2 0 N U L� N N M N Z O O + N If1 2 r7 00 Z 0 N�Oi r r = O r O V 2� O N r7 L� 4 0 p OLD N - r +�N N H �Q � > > pOHNa- O I.J- 0 C>L� N - z O I 0)r -D Z : Z0 nCj � ZO roro 0q OLD N N I O � � O 00 4�a0rp � =�N� Z O (�(n�(nZ Z D L/) (nz �/ (D00N0Or r� coONO� � r O Z0 M ��cpaOO r �r�nr N C�NO (nZ Z /\ 2750 Ld 3 c000o60r7 r No)06r, r7 N �NrM � �OLO� rr N Mr�NN ? - W >- a 00 r + Nr N Lo00�rN N H u)N�[") r Lo H �NMZ 0 2750 > m 20 �,r� z z o �No Z Z 0 J +CNN =MN� z z o �_��5 > > Q V,/ > N OLD N� �Q�� > > > r�C, O �� > > > (�(n�(nZ Z ` Q N z0 ��> » > -�-D z z z = •• .•� 0V)o-V) z z z EXISTING GROUND p[ 11� I O C7(nF(nzz z 0V)(Y- n - - - � > > 17 00' rnd? n c�V)E z ? - rn z co Ln(p n v Co o�� N w 2745 + N N FINISHED GROUND - i, - - r' 2745 5; N N Z O 2 - J �Q 3 > > o CDV V) Z z w (n - - - ® - - - - - - - - - - O 65.6' of 24" ADS SANITITE HP ® 1.26% 2740 N Q 1 2740 V O Z_ a � 4 N 4 82.3' of 24" ADS SANITITE HP © 1.25% N 143.5' of 24" ADS SANITITE HP @ 1.25% 388 3' of 30" ADS SANITITE HP @ D.25% a 169.6' of 24" ADS SANITITE HP O 1.25% 2735 155.8' of 24" ADS SANITITE HP 0 1.03% 2735 163.0' of 24" ADS SANITITE HP @ 1.03% 0 0 V l7 E N G I N E E R I N G 2730 Co 2730 9233 WEST STATE STREET BOISE,IDAHO 83714 00 Y PHONE(208)639-6939 ' kmengllp.com a 85.5' of 30" DUCTILE IRON ® 0.25% EXISTING GROUND CENTERLINE OF GI PIPE ALK NMENT DESIGN BY: LCK z 2725 FINISH GROUND CENTERLINE OF GI PIPE ALIGNMENT 2725 DRAWN BY: LCK/SRM gif CHECKED BY: LCK a o r� 0) co O O z r r r r r N cn rr 0' O r r r � 0r0 00 Or (0 rnr r M LrO 00 rr 0)r rr Kr) r 00 rn r r rr 00 DATE: NOVEMBER 20200 O N . r7 7 L) n co G O O O N �j N N N M qd-n co r r 00 W O O O OD N N N 't � 0 0 PROJECT: 20-124 r r L0 r 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 N N N N N N N N SHEET NO. s C8 1 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 0 ' N a SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL NOTES. CC ENS � Fp F B. IRRIGATION MANHOLES SHALL BE PRE-CAST WITH FLAT TOP. STANDARD MANHOLE FRAME, COVER, AND RISER w PER ISPWC STANDARD DRAWING SD-617. COVER SHALL 6860 J BE MARKED "IRRIGATION" WITH 4 PICKING HOLES. REFER 11/860 TO PLAN FOR INSIDE DIAMETER. 9 P v z OF a ��y lF �o 0 � m ui / KEYNOTES ® ��N C. Y< 1. INSTALL NEW BOX AND CONNECT TO EXISTING PIPE. 161 00 J Q ,,�� h _ L�7 T T r r— CONTRACTOR SHALL VERIFY PIPE SIZE, INVERT, AND 12"W 12"W 1 "w 12"W 2� 12 w 1�"w 12"w 12"w ;n - — — — — — _ LOCATION PRIOR TO CONSTRUCTION. a GRAVITY IRRIGATION ALIGNMENT E. LAKE HAZEL RD. — — 2. INSTALL 36" x 36" (INSIDE DIMENSION) PRE-CAST "A", SEE SHEET C8.1. — — — — — — GRAVITY IRRIGATION BOX. GRAVITY IRRIGATION ALIGNMENT °F "A", SEE SHEET C8.1. �� 3. DEVELOPER TO COORDINATE RELOCATING OFFSITE I IRRIGATION DRAIN DITCH OR TILING PRIOR TO 00 1 CONSTRUCTION OF PHASE 1 WITH CITY OF MERIDIAN. 191 � Lu - G G c'- G G— \ —18"GI 8"GI 18"GI 18"GI 18"GI cp O �• STA: 2+03.92 OFFSET: 0.00' 16"PI 16"PI 16"PIGI- # O — — — 2+00 N: 685142.97, E: 2460457.04 00 STA:01 86.90 OFFSET: 0.00' GIMH #4 (48-INCH) Q 1 �12'- N: 685598.02, E: 2460516.82 F. GIMH #7 (60-INCH) 3 STA: 1+00.00 OFFSET: 0.00' 0p 40 STA: 1+00.00 OFFSET: 0.00' 6"PI 6"PI ' � \'oF N: 685585.48, E: 2460430.82 N: 685212.17, E: 2460379.51 180•\T\� II 40 \ °� A 3 N x ;a w > /° of H N 3 ' r Z C9 O \ oLu ooA\ > >c 1 vi 00 ui Lu 0 LQ BLOCK 3 ~ v �O \ O sA\\�0, T a oAQ\ O Z GRAVITY IRRIGATION ALIGNMENT " 6" PLAN AND PROFILE GRAVITY IRRIGATION ALIGNMENT " C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 MIF- Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' (A w w zJJ Q LL ILL J ° ° z � C) 0 z Iz a Q O 2 z z 2755 2755 2760 2760 � a ww N �� N > Q O co U z cn z 0 00 o O 0 Ld m - z z U O N U O " O —a 2750 0 (D � o0 0 (o � 2750 2755 -� - 00 2755 � z 00co� O r r �N � O M �� p w O N I\ I\ N In I\ O z v: Ln /Z�� /Z�� +�N N N ? p N 20 - - N O 6, 4 r Q V V N� ZZ O �N U � - co � I� N O J J ZL�i N — X+�NN W Q Q �QGE(n » z =NN� Z O TO�a, rn — � 0QN� Z W Z Z c�c~no cn Z Z Z 3u)EV) > > 0° Q/ � O O Z Z 2745 FINISHED GROUND 2745 2750 o 6 r, o 5 0 it� Z Z 2750 JL �N 2 V - - +( .. zz p[ /</� /Q/�� N 0 O O V V Q D EXISTI G GROUND v)it 0 z z z 0 EXISTI G GROUND x 2740 2740 2745 2745 Lu a i2 X IY IY STA:2 15.92 O3 r n Ur Ur z INV.:2 38.02 0 2735 2735 2740 2740 E D 0 12.0' of 12" ADS SANITITE HP ® 0.54% EXISTING 18" PVC 3 w 103.9' of 12" ADS SANITITE HP ® 0.52% " Z 00 86.9' of 18" ADS SANITITE HP ® 0.65% EXISTING GROU14D CENTERLINE OF GI PIPE ALIGNMENT 0 2730 2730 2735 2735 0 O H Q oLO EXISTING GROUND CENTERLINE OF GI PIPE ALK NMENT N FINISH GROUND CENTERLINE OF GI PIPE ALK NMENT a 2725 2725 a 0+50 1+00 1+50 2+00 2+50 Cq � I N N N N N tam 3 z E N G I N E E R I N G a 9233 WEST STATE STREET 0+50 1+00 1+50 2+00 2+50 BOISE,IDAHO 83714 PHONE(208)639-6939 > kmengllp.com a DESIGN BY: LCK N rl z DRAWN BY: LCK/SRM z g CHECKED BY: LCK a o DATE: NOVEMBER 2020 u D PROJECT: 20-124 SHEET NO. V Q N ti O N a MINIMUM OF 1' COVER MATERIAL, MEETING MANUFACTURERS RECOMMENDATIONS. POND LINER SHALL BE BTL-30, RPE (POLYETHYLENE) AS MANUFACTURED BY BTL LINERS, PRINEVILLE, OR 1.800.280.0712, OR APPROVED EQUAL. LINER TOP=87.3 I I I-I 1 I .,` .. I I I-_I I I=I I I=I I I_=1 CONCRETE MANHOLE, WALL OR HW=2748.0 HIGH—WATER LINE MINIMUM I IIII I II I I I 6" BELOW TOP OF LINER OTHER STRUCTURE (SEE PLAN) � :�. Lu III ICI=ICI ICI -ICI\-i:. ; •: ..,:. :..:'`.':.. SEALANT =I I-- INTENT OF SOIL/ROCK COVER OVER TOP OF LINER o III—_ IS TO GIVE POND A NATURAL APPEARANCE. I=I — COORDINATE DEPTH OF LINER SOIL/ROCK COVER NEOPRENE CONTINUOUS —I I WITH OWNER AND LINER MANUFACTURER. BATTEN WASHER 2 PERFORATED PIPE AS CURB, AROUND ENTIRE POND LINER SHALL BE OVERLAIN WITH AN 8 OZ. NON—WOVEN GEOTEXTILE II POND AT BOTTOM EDGE OF SOIL/ROCK LINER ANCHOR FABRIC. I II COVER. IF SOIL/ROCK LINER COVER IS BOLTS CARRIED TO BOTTOM OF POND SLOPE, PIPE NOTES: CURB IS NOT REQUIRED COMPACTED SUBGRADE. SURFACE SHALL BE LEVEL III- 1. SEASONAL HIGH GROUND WATER IS ESTIMATED TO AND FREE OF ALL SHARP ROCKS (ALL ROCK AND III—_ z BE AT A DEPTH OF 15' OR GREATER. SUPPLIER II-I p NON—WOVEN GEOTEXTILE AND/OR INSTALLER SHALL SUBMIT SHOP DRAWINGS STONE GREATER THAN .05 DIAMETER), OBJECTS, I=I N PROTECTIVE CUSHION A a AND DETAILS SHOWING THEIR PLAN FOR PREVENTING VEGETATION AND STUBBLE. SOIL STERILIZATION SHALL —III— � 2 a BE REQUIRED IF EXCAVATION CONTAINS ROOTS. IIIII—_ Lu w p o ° THE POND LINER FROM "FLOATING" DUE TO GROUND _ w ~ o L WATER PRESSURE. CONTRACTOR SHALL PROVIDE II_ 30 MIL GEOMEMBRANE I L WRITTEN GUARANTEE THAT LINER WILL NOT FLOAT. I \II (POND LINER) 2. CIRCULATION/AERATION FOR POND SHALL BE THE SUBGRADE SURFACE SHALL PROVIDE AN —III GASKET PROVIDED TO PREVENT EXCESSIVE ALGAE GROWTH UNYIELDING FOUNDATION FOR THE LINER WITH NO OR DESIRABLE MOSQUITO HABITAT. OWNER'S SHARP OR ABRUPT CHANGES OR BREAKS IN GRADE. \ PREFERENCE IS 3 STONE—COLUMNS IN THE MIDDLE COMPACTION SHALL BE IN ACCORDANCE WITH LINER I OF THE POND WITH AN INTEGRATED PUMP FOR MANUFACTURERS SPECIFICATIONS. CIRCULATION. CONTRACTOR/SUPPLIER SHALL SUBMIT SHOP DRAWINGS AND DETAILS FOR REVIEW/APPROVAL BY OWNER AND ENGINEER. 0 z POND LINER ANCHOR TRENCH DETAIL SCALE: NTS POND LINER CONCRETE ATTACHMENT DETAIL SCALE: NTS (� z r-1 Q o °- BOOT SHALL BE FIELD z WELDED, MINIMUM OF 3" z WIDE AROUND ENTIRE z LU 12' 8' — 8' FLANGE O C PREFABRICATED SLOPE BOOT O W SEE POND LINER MANUFACTURED OF SIMILAR ANCHOR TRENCH MATERIAL AS LINER. INSTALL PER TOB-2751.0 DETAIL THIS SHEET MANUFACTURERS — Q O =III=III=III=I = 4: RECOMMENDATIONS 0 J =III=III== STAINLESS STEEL BAND 2748.0 m 0 Q H I I-I W = W 27480 III= M I _ �( 4: 2746.0 2745.6 O TOPSOIL (MINIMUM DEPTH OF 12") WITH RIPARIAN PLANT 5% INTENT OF SOIL/ROCK COVER I=II W MATERIAL AND RANDOM OVER TOP OF LINER IS TO _ = u j GIVE POND A NATURAL III= � BOULDERS. NO TREES SHALL APPEARANCE. COORDINATE II= /V BE POND LNTED NER WITHIN AREA OF DEPTH OF LINER SOIL/ROCK POND LINER PER ANCHOR I= APPLY 4" TAPE OVER COVER WITH OWNER AND LINER TRENCH DETAIL =II III— STAINLESS STEEL BAND AND MANUFACTURER. —II � BOOT SLEEVE (CENTER ON O \j — BAND AND PIPE) (� — ?7 FIELD WELD BOOT FLANGE PER MANUFACTURERS w RECOMMENDATIONS \ m Q / x Q N N m POND LINER PIPE PENETRATION DETAIL a NOTES: SCALE: NTS a W 1. SEASONAL HIGH GROUND WATER IS ESTIMATED TO BE AT A DEPTH OF 15' OR GREATER. SUPPLIER/INSTALLER g SHALL SUBMIT SHOP DRAWINGS AND DETAILS SHOWING THEIR PLAN FOR PREVENTING THE POND LINER FROM Z "FLOATING" DUE TO GROUND WATER PRESSURE. 0 2. CIRCULATION/AERATION FOR POND SHALL BE o PROVIDED TO PREVENT EXCESSIVE ALGAE GROWTH OR o DESIRABLE MOSQUITO HABITAT. OWNER'S PREFERENCE IS 3 STONE—COLUMNS IN THE MIDDLE OF THE POND WITH AN INTEGRATED PUMP FOR CIRCULATION. N CONTRACTOR/SUPPLIER SHALL SUBMIT SHOP DRAWINGS N AND DETAILS FOR REVIEW/APPROVAL BY OWNER AND ENGINEER. N 2728.0 k 0 V N 3 Z E N G I N E E R I N G IRRIGATION POND EDGE GRADING 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE(208)639-6939 kmengllp.com a v DESIGN BY: LCK N rl IRRIGATION POND EDGE GRADING DRAWN BY: LCK/SRM Z a SCALE: NTS CHECKED BY: LCK o DATE: NOVEMBER 2020 PROJECT: 20-124 SHEET NO. V O a i NC8.3 0 N a