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CC - Construction Drawings CITY OF MERIDIAN GENERAL NOTES GENERAL CONSTRUCTION SF���F�, 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR HILL' S CENTURY FARM COMMERCIAL SUBDIVISION #2 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), AND MERIDIAN DESIGN STANDARDS. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. PROJECT SITE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS MERIDIAN , ID N ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION AVAILABLE ON THE WEBSITE). FAILURE TO �C-) TF OF HAVE WORK ORDER UNTIL THE SITUATION ICOP IS RESOLVED.THEE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP W.AMITY RD. qFG 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT 10/08/2021 ALL TIMES. FOR AGENCY APPROVAL 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE w PRIOR TO START OF WORK. a MERIDIAN, w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS ID REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. OCTOBER 2021 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE LOCATION MAP CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. Lu 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING - - - - - - - - -- - _ _ _71- a --- --- ---- -- o AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH EP EP EP -- ----EP -- - --EP - - EP- - EP - - EP-- PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 413 d3At 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING O TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. - - 7- 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC o WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR IRmoo FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE ° DEQ/QLPE APPROVED CONSTRUCTION PLANS. I VICINITY MAP uj 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN ® cn WRITING PRIOR TO CONSTRUCTION. Q NO SCALE z PROJECT LIMITS o 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL _N PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT UU ,, LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. ® :'; Lu LEGEND WATER V) LOT 14 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC > LOT 11 W FOUND BRASS CAP DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ® FOUND ALUMINUM CAP GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM PROJECT LIMITS Qo FOUND 5/8 INCH REBAR DRA , ANMA NIN AND DNON I POTABLE IRRGATION) SWATERHALLBMA N MINIMUM CROSSF WITH TEN LESS THAN EIGHTEEN (18)FEET. WHEE IT ISN INCHESR OF OVERTICALL SEPARATION, Q BLOCK 21 m N O FOUND 1/2 INCH REBAR THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC CALCULATED POINT DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ® SEWER MANHOLE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ' ` o SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE o Z WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I :' a 0 SEWER CLEANOUT ( ) d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 ssco CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS g p STORM DRAIN MANHOLE (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). g tg 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A -6s 0® STORM DRAIN CATCH BASIN STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). \ 0 STORM DRAIN CLEANOUT d3 d3 d3 d3 3 d3 d3 d3 d3 \ SDCO 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS `.3 \ 0 20 40 80 120 AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE ° �M e ,, FIRE HYDRANT PUBLIC WORKS INSPECTORwv SEWER ® � ° Plan Scale WATER VALVE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA I w0 WATER METER o � ' 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. LIGHT POLE ;Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM SHEET INDEX ELECTRIC BOX DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER THE CROSSING SHAMAIN AND LLLE WATER MAIN E CONSTRUCTEDOIN ACSS CORDANCE DITH ANCEESS WITHHAN SECTIONTEEN 542.078OFrTHEESIDAOHOVRULIESLFORPPUBLIIC LOT 13 LOT 12 C0.0 COVER & NOTES TRANSFORMER N DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C0.1 PROJECT DETAILS 0 GAS MARKER 4* 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE CO.2 DEMOLITION PLAN O TELEPHONE MANHOLE z CONSTRUCTEDWATER MAIN OINCACCORDANCE W THROSS WITH LESS THAN SECTION H N542 071 F ITHE NCHE DAOHO RU ESA FOR PUBLIC SEPARATIONDRINKI G WATER SYSTEMS THE CROSSING SHALL E PROJECT L I M ITS C1.0 SITE PLAN ❑T TELEPHONE/FIBER OPTIC RISER O (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). IRR C2.0 SEWER PLAN ® IRRIGATION VALVE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). C3.0 WATER AND PRESSURE IRRIGATION PLAN SIGN 0 ROADWAY I C4.0 GRADING PLAN DECIDUOUS TREE Co 0 0 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY L1.0 LANDSCAPE PLAN _ _ BOUNDARY LINE CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. . . ADJACENT PROPERTY LINE J 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE ACHD NOTES U0 PIPE ZONE. - ROAD CENTERLINE Q W 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE PRESSURIZED IRRIGATION LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD - - - SECTION LINE U 0 O SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS UNLESS SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. _ - - - - - - - - - - EASEMENT LINE uj Z BEING CONSTRUCTED. S z 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY s s s SANITARY SEWER LINE G a Q THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. STORM DRAIN LINE z ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. SD SD O Q Q DRAINAGE 3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN w w WATER LINE U II 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE ROAD SECTIONS SHOWN ci ci GRAVITY IRRIGATION LINE W W FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS GREATER. 5 AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES KM STANDARD PROJECT NOTES KM STANDARD PROJECT NOTES P P P UNDERGROUND POWER LINE O WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 13. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR GENERAL 4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL OVERHEAD POWER LINE Q U CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE AND OWNER BEFORE THE START OF CONSTRUCTION. BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE AND -op-op- *FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS THAT HAVE PUBLIC REUSE MAIN OR SERVICES* 1. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' GAS LINE 14. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT ENGINEER AND WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF c c c 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO FOR CONSTRUCTION ACTIVITY WITH THE EPA. CONSTRUCTION. TELEPHONE/FIBER OPTIC LINE RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND T T T WASTEWATER FACILITIES -GREAT LAKES -UPPER MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS 10 STATES 15. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE ( REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER SAFETY REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO INITIATING ANY CONSTRUCTION. D STANDARDS), AWWA MANUAL M24 -CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN PI PRESSURE IRRIGATION PI GENERAL CONSTRUCTION NOTE NO. 1. IS MORE RESTRICTIVE. RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A UTILITY AROUND THE CONSTRUCTION AREA. 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT EP EP EDGE OF PAVEMENT z 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND W MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING WATER 16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN EG EG EDGE OF GRAVEL U SYSTEMS,"SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION SPECIFICATIONS, SOILS REPORT AND APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED BOUNDARY N THE PROJECT WILL CODE. REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 AND INSPECTION, REQUESTED THROUGH ACHD CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. x x x FENCE LINE THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND 4. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PRIOR TO CONSTRUCTION STARTING. J EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. PROTECTED DURING CONSTRUCTION. a CONCRETE TO NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE J (5) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A 17. EXISTING OVERHEAD POWER LINES SHALL BE RETAINED AND PROTECTED AS NEEDED 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT ISPWC 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC ASPHALT EFFLUENT MAIN AND THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON- POTABLE MAIN IS TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN, ACHD, AND THE SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. LOCATED BELOW THE CLASS A EFFLUENT MAIN. COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR OVERHEAD POWER LINES AND POLES AS REQUIRED. 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT 18. INSTALL CONCRETE COLLARS PER ISPWC SD-616 AROUND ALL RIMS, GRATES, AND CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL METERS WITHIN ASPHALT. AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE THE DISTRICT. CONTACT THE DISTRICTS UTILITY COORDINATOR AT 387 6258 (WITH FILE NUMBERS) FOR DETAILS. SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 STORM WATER POLLUTION PREVENTION PLAN. OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE DRAINAGE 9. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA WASTEWATER RULES IDAPA 58.01.16 . 7. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR ( ) 19. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" AUTHORIZED REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE ALLOWED. 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER - BE USED BY THE PROJECT CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND m DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. (S .) CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 20. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER 8. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), THE CITY OF APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF THE LIST OF APPROVED BACKFLOW UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE BASE (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE A COPY OF THE COMPACTION TESTS. 3 WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. N MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE 9. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. (342-1585) FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO DIGGING. PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING WITH POLICY AND EXISTING PAVEMENT MARKINGS. C V a 21. ANY PLAN CHANGES REQUIRES APPROVAL BY THE DESIGN ENGINEER, THE CITY OF AGENCIES. THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE ENGINEER OR Pubk 1>aAMO MERIDIAN, AND ACHD IF DRAINAGE IMPROVEMENTS ARE WITHIN THE RIGHT-OF-WAY. PROJECT INSPECTOR PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE %*rksDepubnwt CONTACT INFORMATION THE CURRENT SET OF APPROVED PLANS. RIGHT-OF-WAY PERMIT. 22. THE CONTRACTOR SHALL CONTACT ACHD FOR INSPECTION OF ALL PUBLIC STORM Ce�t�n&�ar�struet�Qnupp3amvntai8pealllaattans Admk DRAINAGE FACILITIES (PRIOR TO PLACEMENT OF FILTER FABRIC) 24 HOURS MINIMUM GRADING OWNER/DEVELOPER ENGINEER DIGLINE, INC ADVANCED NOTICE. ENGINEER OF RECORD REQUIRED TO INSPECT ALL 10. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS . ■ ON-SITE/PRIVATE STORM WATER AND DRAINAGE FACILITIES. FOR IMPROVEMENTS IN DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. ° (208) 342-1585 RIGHT-OF-WAY CONTRACTOR SHALL CONTACT ACHD A MINIMUM OF 24 HOURS PRIOR OF THE ISPWC AS WELL AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE ■ E N G I N E E R I N G z BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP TO DOING WORK. GEOTECHNICAL ENGINEERING REPORT. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET 5725 NORTH DISCOVERY WAY a 2929 W. NAVIGATOR DR., SUITE 400 9233 WEST STATE STREET 23. ALL STORM DRAIN PIPE SHALL BE ASTM D3034, SDR 35, OR APPROVED EQUAL, OR 11. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. BOISE, IDAHO 83713 MERIDIAN, IDAHO 83642 EAGLE, IDAHO 83714 AS OTHERWISE INDICATED HERE ON. ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED PHONE(208)639-6939 ° CONTACT: ZACH MEYERS PHONE: (208) 639-6939 IN THE GEOTECHNICAL CONSULTANT. ALL WASTE MATERIAL SHALL BE REMOVED FROM kmengllp.com PHONE: 208 957-5180 24. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR g ( ) FAX: (208) 639-6930 SO AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED SHALL REPLACE THE ENTIRE ROADWAY SURFACE. g EMAIL: zmeyers®brightoncorp.com CONTACT: MIKE BULTMAN, P.E. SITE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE 0 DESIGN BY: MGB EMAIL: mbultman@kmengllp.com STREET IMPROVEMENTS. STABILITY OF SUBGRADE. A REPRESENTATIVE OF GEOTECHNICAL CONSULTANT SHALL r REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF STRUCTURAL 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE DRAWN BY: MGB SURVEY INFORMATION FILL. WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. ■ CHECKED BY: TA a 12. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED DATE: 10/08/21 j 1. THE NAVD 88 VERTICAL DATUM WAS UTILIZED TO COMPLETE THE SURVEY FOR THIS SITE. UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. PROJECT: 21-200 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE SHEET NO. a CONSTRUCTION BEGINS. N N d SS\o N A L e�C C E N S /Y9TF OF 0 4et G. NOTE: LOOP TRACER WIRE FROM MAIN 10/08/2021 LINE PIPE TO SERVICE BOX AND BACK ALONG SERVICE LINE PIPE. 4" SANDY TOP SOIL SEED SIDES AND BOTTOM (NO SOD) 2"0 FORD, MUELLER OR APPROVED TOP OF SWALE = 2687.00 EQUAL ANGLE STOP W/LOCK WING & ui IRON PIPE THREAD CONNECTIONS, OR .3• 6' WIDE X 11' �• o 1 APPROVED EQUAL LONG �\�i DRAINAGE WINDOW BOTTOM OF SWALE = 2685.00 4"0 THREADED CAP OR PLUG FINISH GRADE 00 3 MINIMUM SEPARATION TO HIGH SEASONAL 36" MINIMUM ASTM /\/\�- C C \�\� GROUNDWATER C-33 FILTER SAND OVEREXCAVATE SECTION AS CARSON 18-INCH "STANDARD" cn NECESSARY AND BACKFILL WITH *NOTE: REINFORCED FIBERGLASS z W1, FREE DRAINING PIT RUN OR ASTM O 1. 2'-6" MIN., 5'-0" VALVE BOX (OR EQUAL) C-33 FILTER STAND v� MAX. IN UNPAVED APPROVED METAL OR PLASTIC TAG j FREE DRAINING PIT RUN MATERIAL AREAS WHERE THE WITH "NON-POTABLE WATER DO W LINE IS FREE - DRAINING. NOT DRINK" IS RQUIRED NOTES: 2 3'-6" MIN., 5-0' z . 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR MAX. IN PAVED CARTRIDGE DUAL CHECK VALVE EVIDENCE OF GROUNDWATER IS ENCOUNTERED WITHIN 3—FEET TO THE TOP AREAS OR WHERE N FORD OR MUELLER OR OF SAND. THE LINE IS NOT APPROVED EQUAL -H FREE DRAINING CO w 2. SEE GEOTECHNICAL REPORT BY MTI DATED 10/11/16 FOR ADDITIONAL O N INFORMATION. 3. FINDER WIRE AND z IDENTIFICATION TAPE w 4"0 PVC OR ABS TEMPORARY DRAINAGE SWALE (PRIVATE) REQ'D PER THE C/) PIPE VALVE Box ISPWC DIVISION 900. * °z NTS NOTCH 4"0 VALVE BOX OVER PIPE WITH MIN. CLEARANCE FROM PIPE SLOPE TO DRAIN 2"0 BRONZE CURB STOP- �Pvc . ELBOW, MAIN LINE FORD OR MUELLER, OR SCHEDULE 80 REQUIRED APPROVED EQUAL. 2" CLASS 200 SOLVENT WELD PVC PIPE cV NATIVE MATERIAL OR MIN 2' WIDE ASTM C-33 FILTER SAND TYPICAL 2" SERVICE z WINDOWS AT LOW POINTS. LENGTH DEPENDENT ON NTS 0 q INFILTRATION REQUIREMENTS (TYP) EDGE OF TRAVEL WAY V)_ z GRAVEL SHOULDER co N W ASPHALT BACKSLOPE, _4" OF 3/4" MINUS J GRASS GRAVEL BASE COURSE (NO SLAG) Q (/) C J ALLOWED ---10" OF STRUCTURAL SUBBASE u 0 q PLAN IMPORT BACK FILL OR APPROVED Wuj N.T.S. /�/� ���\� \� ~AND V PROOERIA ROLL SUBGRADE.. Q 0 3' GRAVEL OR WIDTH, SEE NOTE 5 PAVED SHOULDER (95% MIN PROCTOR COMPACTION) SEE NOTE 4 NOTES: EDGE OF DEPTH, VEGETATION 1. REFER TO PAVEMENT RECOMMENDATIONS AND SUBGRADE 0 EE W TRAVEL WAY SEE NOTE 5 SEE NOTE 2 PREPARATION IN GEOTECHNICAL REPORT PREPARED BY ATLAS/MTI W LU 2% F AND DATED OCTOBER 11, 2016 FOR FURTHER INFORMATION. 2. ATLAS TO VERIFY SUBGRADE COMPETENCY AT TIME OF 0 4. St P OPE MAX CONSTRUCTION. � e S ASPHALT PAVEMENT SECTION (PRIVATE ROAD) Q< NATIVE SOIL NTS GRAVEL THIS SIDE ONLY GRASS ALLOWED D NATIVE MATERIAL ON BACKSLOPE ONLY OR 3' DEPTH OF ASTM C-33 z FILTER SAND WINDOWS 3' W U 2' MIN SECTION V) LINE J CL ROW J MIN 3' SEPARATION DITCH 37.0 5.0' ACHD SIDEWALK INVERT TO GROUNDWATER/ 17' _ � EASEMENT BEDROCK REQUIRED � SECTION A-A MAX GROUNDWATER PROPOSED ROAD WIDENING 2 0' 1.0' FLAT N.T.S. ELEVATION ASPHALT 3' 14.0' LANDING HIGH POINT WIDTH VARIES SHOULDER GRAVEL PER PLAN (WIDTH VARIES SHOULDER BORROW DITCH PER 1.0' FLAT NOTES: f27, 2% PER PLAN) DETAIL ON SHEET LANDING —� C0.1 1. BORROW DITCHES SHALL BE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE STORMWATER. SIZE FOR 100—YEAR DESIGN STORM. 0 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLOPE OF o BORROW DITCH MAY HAVE GRASS. 3. IF SAND WINDOWS ARE USED IN LIEU OF CONTINUOUS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS 5" ASPHALT PAVEMENT (SP-3, 0.50/ / / / // _ / / 3:1 MAX. SLOPE of TO SHOW INFILTRATION OF 90% VOLUME IN 48-HOURS IS MET. INCH (1/2") MIX, PG-64-28) \\/�\\/�\\//�\�r _ \ \\ \\ \\ \\ \\ \ \\ \\ TO EXISTING TYP. 4. 4:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS >_45 MPH, 3:1 MAX SLOPE OF GRAVEL SHOULDER FOR /\% /\% /\% /\% /\% /\ / /\ 6" OF 3/4" MINUS CRUSHED \ N ROADS <45 MPH 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE / / / AGGREGATE LEVELING COURSE / - / / 5. BORROW DITCH WIDTH AND DEPTH VARIES BASED ON SIZING REQUIREMENTS / /\/ /\/\EXISTING \�\ - �� / 6. CURBING MAY BE REQUIRED \\%� %\\\ \ \ \� \� \� \� \� \ \ GRADE, \ 6�\ \ \ \ 5 SIDEWALK PER ACHD a 7. USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS 25" OF 6-INCH MINUS PIT-RUN SUBBASE/ \/\ \/\/\/\/ /�l\T/� � T(\/\ SUPPLEMENTAL STANDARD \� //\\/ //\ \ \//\ \/ \��\/1\ \�D RA\G S\709. \� \ Admbk Y 2017 BORROW DITCH STANDARD DRAWING \ \\//\\/\ r\lam\\/�\�j\�j\\/ 3 ACHD STORMWATER GUIDELINES DESIGN DETAIL 05 a E. AMITY RD. SECTION ENGINEERING SCALE: NTS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 o PHONE(208)639-6939 kmengllp.com 0 o DESIGN BY: MGB 0 N N DRAWN BY: MGB g CHECKED BY: TA a o DATE: 10/08/21 PROJECT: 21-200 SHEET NO. s C0. 1 N H N a SS\o N A L e�C G E N S I EP � W N �—12"W 12"W 12"W 12"W 1CA 2"w 1 W 12"w 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"w 12 W 12"W 12"W 12"W 12 W 12"W 12"W 12"W 12"W 12"W— —12"N qTF \�P Q� EP EP Ep o EP EP 3 EP EP—EP—EP— EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP- EP EP qF� G. Bv� PRESERVE AND PROTECT EXISTING GRAVITY PRESERVE AND PROTECT PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION PIPE PAVEMENT SAWCUT EXISTING PRESSURE IRRIGATION RD IRRIGATION STRUCTURE. ADJUST RIM 10 08 2021 -�— — — - — — PRESERVE AND PROTECT EXISTING PRESSURE IRRIGATION PAVEMENT SAWCUT ELEVATION IF NECESSARY. CONFIRM RIM / / 3 — — — — — — — — — ELEVATION PRIOR TO CONSTRUCTION. — — — PRESERVE AND PROTECT PRESERVE AND PROTECT — — — — — — — EXISTING PAVEMENT — — — — —— — — — — — — EXISTING CURB AND GUTTER - — — — — — — — — — — — — — — — — — — — — — —— — — — — — EP EP E E EP EP P EP PRESERVE AND PROTECT EP P EP EP P E EP EXISTING POWER LINE 0 10 20 40 60 FA I i 0 0 V � d3 �� Plan Scale a PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION STRUCTURE. ADJUST RIM �I 12"GI 12" 12"GI 12"GI °D 12"GI 12"GI 2"GI "GI "GI "GI 'GI 1 GI 1 GI 1 I 1 I 12" I 12" 12" 12" 12" 12"G 2"G 2"GI "GI "GI "GI GI ELEVATION IF NECESSARY. CONFIRM RIM a op--op- op o oP — oP oP P o oP oP oP P o oP oP oP oP P op op op ELEVATION PRIOR TO CONSTRUCTION. Vr SHEET LEGEND 12"GI 12"GI 12"GI 1�" 12" I - � ° ° ° 1 I 12" 4 PI 2" 4" 2"4"P 24"PI .PI PI 2'GP I 2'GI 4" 4"P 4"P "PI "GI PI "GIPI 4" GI "PI 1 GI 1 'G - -" —I - - -12"G—I — 12 • —'GI — — pI PROJECT AREA DEMOLITION 3— EXISTING GRADE CONTOUR z— 4"PI 4"PI 4"PI 4"PI 0D � PRESERVE AND PROTECT �271 I � a I PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION �6 REMOVE EXISTING EXISTING POWER LINEjj PRESERVE AND PROTECT PRESERVE AND PROTECT °° BARRICADE SIGN PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION "' �I LLJ EXISTING PRESSURE IRRIGATION EXISTING PRESSURE IRRIGATION w _ KM STANDARD DEMO NOTES W I PRESERVE AND PROTECT v I / 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ° I W EXISTING GRAVITY f` j ' /,oso SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY �I < I Gi IRRIGATION MANHOLE OF MERIDIAN, THE CURRENT EDITION OF THE IDAHO ° AND PIPE a STANDARDS FOR PUBLIC WORKS CONSTRUCTION NOOOO (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY C APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. �I m O ° I PRESERVE AND PROTECT L ° I EXISTING SIDEWALK 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN FL w `. AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL o COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 Z ° LOT 14 f`: . ' REGARDING UNDERGROUND FACILITIES DAMAGE LOT 11 / PREVENTION. THE CONTRACTOR SHALL CONTACT THE W > I z 'M APPROPRIATE UTILITY COMPANIES OR DIGLINE PRESERVE AND PROTECT FINIa M (1-800-342-1585) FOR EXACT LOCATION A MINIMUM I EXISTING GRAVITY a I OF 48 HOURS PRIOR TO DIGGING. ° ` I IRRIGATION MANHOLE AND PIPES 4•,ra mwst) 3. UTILITIES ON THIS PLAN ARE BASED UPON A SURVEY m � � � f,•;..: CONDUCTED BY KM ENGINEERING, RECORD DRAWINGS, AND FACILITY MAPS. KM ENGINEERING MAKES NO I � I PRESERVE AND PROTECT I':. GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN EXISTING SIDEWALK COMPRISE ALL UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING W 0) DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES 1 "SD p 12"SDI a ° SHOWN ARE IN THE EXACT LOCATION INDICATED AND ° I a HAS NOT PHYSICALLY LOCATED THE UNDERGROUND a UTILITIES. THE CONTRACTOR SHALL TAKE EVERY W W ° �; PRECAUTION TO PRESERVE AND PROTECT EXISTING x FACILITIES NOT SCHEDULED FOR REMOVAL AND PRESERVE AND PROTECT c° k ` COORDINATE WITH THE PROJECT ENGINEER IF ° ° _ _ _ p A UNEXPECTED FACILITIES ARE ENCOUNTERED. EXISTING CURB AND z PRESERVE AND PROTECT°° \ ° GUTTER / w EXISTING WATER MAIN , 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF O W °' I 7 I. .,:✓•° REMOVE EXISTING WATER CONSTRUCTION. BLOW-OFF AND INSTALL NEW EXTEND PER SHEET 5. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY w ° w PAVEMENT SAWCUT C3.0. I i - REMOVED FROM THE SITE. REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE Q s W� W s"W s" Wv Wv s"W V s"W s"w PRESERVE AND PROTECT ` NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE ° N PRESERVE AND PROTECT EXISTING ASPHALT - NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, SM IN Co v, EXISTING ASPHALT o PRESERVE AND PROTECT ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION w EXISTING ASPHALT _ SYSTEM (USCS). CONTRACTOR SHALL COMPLY WITH (/) -s"s s"s s9's "s h"s s"s s"� 8' REMOVE EXISTING SEWER I ALL RECOMMENDED CONSTRUCTION CONSIDERATIONS, J \ AS CONTAINED IN THE PROJECT GEOTECHNICAL J I REMOVE EXISTING SIGN ssc CLEAN-OUT AND INSTALL PAVEMENT SAWCUT \ ENGINEERING REPORT, PREPARED BY STRATA, INC. Q z NEW SEWER N I PER SHEET C2.0 HOLE \ \\ _ Q PRESERVE AND PROTECT a ° / �� \ 6. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, U 0 J EXISTING SEWER LINE ° PRESERVE AND PROTECT / \ _ \ EXCAVATED AREA SHALL BE INSPECTED BY THE \ GEOTECHNICAL CONSULTANT TO VERIFY SUITABILITY OF L.LJ EXISTING CURB AND \ \ GUTTER - nn„a nn„a��—nn„ate „g— SUBGRADE FOR PLACEMENT OF STRUCTURAL FILL. THE C z z EXPOSED SUBGRADE MUST BE IN A COMPACT, FIRM C O N' — _ \ �� 3, AND STABLE CONDITION PRIOR TO FILL PLACEMENT. _ Co PRESERVE AND PROTECT w �d EXISTING SIDEWALK I \ / THIS WILL BE CONFIRMED BY PROOF-ROLLING THE 9 0 \ SUBGRADE IN A MANNER ACCEPTABLE TO THE \ GEOTECHNICAL CONSULTANT. J EP U W O 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING L G I 12"SD PRESERVE AND PROTECT EXISTING OF ALL DEMOLISHED MATERIALS AT AN APPROVED LIGHT POLE. FIELD VERIFY LOCATION OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME W EG/ RESPONSIBILITY FOR THESE MATERIALS AFTER � PRIOR TO CONSTRUCTION. REMOVAL FROM THE SITE. Q o ° PRESERVE AND PROTECT `-' EXISTING GRAVITY 8. CONTRACTOR IS RESPONSIBLE FOR SECURING AND IRRIGATION MANHOLE PAYING FOR ALL PERMITS REQUIRED BY ANY ° AND LINES POLITICAL SUBDIVISION OR AGENCY. OIL D OI N I 9. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A I ° O ° 0 L O T 1 3 WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT z PRESERVE AND PROTECT LOT 12 DURING DEMOLITION AND REMOVAL OPERATIONS. Lu EXISTING SIDEWALK 10. CONTRACTOR SHALL CONDUCT CONSTRUCTION �I OPERATIONS TO PREVENT ANY SOIL OR Ln N a OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE J I SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY.PAF _J 11. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED -u SOILS WITHIN CLEARING LIMITS SHOWN ON THE CONSTRUCTION PLANS, AND WASTED OR STOCKPILED ° o I c v FOR LATER USE. ADDITIONAL DEPTHS MAY BE I NECESSARY TO OBTAIN SUITABLE SUBGRADE C ° MATERIALS AS DETERMINED BY THE GEOTECHNICAL CONSULTANT. I N w 12. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND VEGETATION WHERE o° STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR - 1 ::9 SHALL STOCKPILE MATERIAL IN DESIGNATED ON-SITE PRESERVE AND PROTECT SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN ° II EXISTING PRESSURE IRRIGATION EXCESS OF THE LANDSCAPING NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. L4 I I w 13. ITEMS SHOWN ON THIS SHEET REPRESENT THE EXISTING CONDITIONS OF THE SITE PRIOR TO 2 " - CONSTRUCTION. o PI Co- ° PI 2" 2"P 2"PI 'PI 2' 00 2'P m —6"PI 4"PI Y 2W I I I 0 g I I E N G I N E E R I N G o I I 5725 NORTH DISCOVERY WAY — J BOISE, IDAHO 83713 — — — PHONE(208)639-6939 o I o kmengllp.com N I 4"113I 4'112I 4'112I 4"112I 4"112I o i I DESIGN BY: MGB DRAWN BY: MGB z I I CHECKED BY: TA a o I I DATE: 10/08/21 u I D I PROJECT: 21-200 I SHEET NO. s N d SS\oNAL EVo E N sF�/2F�� u N W EP ��,�9TF OF 0 �—12^w 12"w 12^w 12^w 12"w �� 12^w iz"w 12"w 12"w 12"w 12"w 12"w 12"w .. .. .. .. M G. 12 w 12 w 12 w 12 w 12 w i 2"w i 2"w i 2"w 12"w 12"w 12"w 12"w 12"w 12w- 10/08/2021 CA & 0 EP EP EP EP EP 3 EP EP EP EP— EP EP EP EP Ep Ep EP _ _EP—EP—EP EP EP EP EP EP CoEP EP EP Ep +00 1+00 E AMITY RD 3 I — — — — �— — — — — — — �— — — — — + — — 3+0— — 3+93 — 0 7 5 5 0 10 20 40 60 -— — — — — — — — — — — — — — — — — — Plan Scale a — ---- ---- - -- ---- ---- - EPEP E ——— — —— ———— ———— ———— ———— ———— —— — ———— — —— ———— —— — ———— ———— ———— ——— w EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP Ep o �Q op EP EP EP EP EP SHEET LEGEND EP EP- EP EP EP EP E G I� G G 4 M 4 ao a d3 d3 d3 d3— NEW ASPHALT PAVEMENT 50.00' 47.00' O d d / — ° 0 c � -6— - - - — - - - - - - - a - - — — IR EP EP° ° ° a °— = EDGE OF NEW PAVEMENT — -A ° - - - - - - - - - - - - -d° - - —a a— - - - - - - — — — — — — — — — — — — — — — — — N0 /- - - - - - - - - - - - - - - - - - - - - - 7 O IRR KEY NOTES O I I/ 0 I ITV 1. ASPHALT PAVING PER DETAIL ON SHEET C0.1. w W Lu 2. TEMPORARY DRAINAGE SWALE PER DETAIL ON SHEET a I C0.1. dd �� 3. ADJACENT SITE SHOWN FOR REFERENCE ONLY. d I CONTRACTOR SHALL FIELD VERIFY CONDITION PRIOR TO ° > ° I I I CONSTRUCTION AND NOTIFY DESIGN ENGINEER OF ANY a° d l I I f~t::``: DISCREPANCIES. ° I I I 4. INSTALL BORROW DITCH PER ACHD STANDARD DETAIL #5 a I ON SHEET C0.1 AND AMITY ROAD SECTION ON SHEET Co.1. < I I I �: 5. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) PER d O I I I ISPWC SD-303. Z 6. INSTALL 5' WIDE DETACHED CONCRETE SIDEWALK PER Qw ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. I 7 PAVEMENT THICKNESS. SECTION ON SHEET CO.1 FOR LOT 14 o f > d l I LOT 11 I ;. 0- ILL I I ° I I 3 I ` (Di °p I BLOCK 2 N w 4 d I 123.00'----- I .. z wo I k ' d a < I° I 2 0 o <Z: I °° , / OfwQW _ W Z uj Q I I OOP I '••'" NN I N0�Q I �:.M= — — — L — ® Co:: I I I d3 �Id3 d3 d3 d3 d3 d3 WV WV d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 ° I ° ° I ° 3 ° I I I ow" >g _ 1 0 0 5 / Q I d 3 d I I I i 1 0 1 N U N — � — �sco I w Z Q d S I d3 Id3 d3 d3 d3 d3 d3 d3—d3—d3—d3 3 d3 d3 d3 d3 d3 d3 d3 d3 d3 `�3 — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - � Lu (° 0 �0 I U w cn � 0 I II � � II ° ' IlO' � I I I DC II I I z d I I uj ° d I LOT 13 LOT 12 I J I I — II a a II I I 0 = I d d l I I ° I I I d d l I I I I I I a II d I I d IlO I I I I NI - - - - - - - - - - - - - - - - - - - J 0 0 Z d m Y �gl II I ENGINEERING o I W I I I 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE(208)639-6939 I II kmengllp.com DESIGN BY: MGB DRAWN BY: MGB a I I CHECKED BY: TA Z 0 I I DATE: 10/08/21 u I PROJECT: 21-200 z 0 I I SHEET NO. I s C1.0 N N d SS\0 N A L e�C �I I a I � I I I 1. •- •• ���� �\G E N SFo 2F�� �I W i c4 1 • CD r•:.: 1 I OF w "SD--- o ,z"So� I BLOCK 2 1 1 1 I 1 37 LF 4" PVC SEWER © 2.0% MIN 10 08 2021 w I m , STA:1+66.43 IE 2681.50 1 w 37 LF 4" PVC SEWER @ 2.0% MIN 1 N o �- STA:0+08.00 IE 2681.50 - / a a o-Ld w SSMH #A-10 1— — a a O u — � o' w Q w STA: 0+00.00 OFFSET: 0.00' W SSMH #A-9 3 o w N F — — — — 3 N: 690913.62, E: 2466695.83 1 ;' 0 10 20 40 60 / STA: 2+36.27 OFFSET: 0.00' N N 1 1 I — — — N: 690916.68, E: 2466459.59 N t , 72 1 N — � - - - — - - - - - - L - - - - - - - - - - - - - - - - - - - `0 I O Plan Scale � d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3- — d3 d3 d3 d3 d3 — — — — — — — — T — — — — + SHEET NOTES ° W d3 d3 d3 d3 ,: a wv wv � I d3 8"W—� 8"W 8' 8"W 8"W 8"W 8' 1 8„w 8, 3 1 s w s w s wT v�� 8 w a'w— s"w s"w W� A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. II ... + :✓ I 1 1 Z � s"w � s"w s"w 8"w— -a'w�—s"w s° s"w a"w s°W s�w ... : 11 \ B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 1 0 o ti ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER I — -L — — 1 PER ISPWC SD-501. s"s I s�'s W"s �"s � s"s °s" —�s"s s"s1 co a�s s"s �s"s—�s"s s"s s"s s"s s"s s"s I-s"s "s s"s � F — — — — — — — — — \ s"s� —s"s s"s 8"s 1 I 1 2+ �b 1 2+00 4 1+00 1 II I \ N C. FIELD VERIFY LOCATION OF EXISTINGUTILITIES PRIOR TO d3 d3—d3—d3—d3--d3—d3 —d3—d3—d3—d3- 3 d3 d3 d3 d3 d3 d3 d3 1 d3 d3 d3 11 � - - — CONFLCTSCONSTRUCTION WTHAND PROPOSEIRM D SEWERE WILL BE NO DESIGN. NOTIFY z —W — — o — — — — — ° — °a —° — — — — — — — — — — — — — — — — N — — — — — — — — — — — — — — — — — — — — , — — — — — — — — — — — — — — — — — — — — — — J <I 1 DESIGN ENGINEER IMMEDIATELY OF ANY POTENTIAL p F- �� 11 CONFLICTS. N �e 3 , Nww I �Ma a I a I — - - - � 3 00�� e > W NLu 0�Q i �\ — _ GENERAL NOTES o w 24 LF 4" PVC SEWER ® 2.0% MIN 1 — — — — — — 1. SEE SHEET C0.0 FOR PROJECT NOTES a� D � STA:0+14.00 IE 2681.50 I I � 24 LF 4" PVC SEWER @ 2.0% MIN G I �2"so I I STA:1+72.43 IE 2681.50 •V_G/ I a I I KEYNOTES 1. CONNECT 4" SEWER SERVICE TO SEWER MAIN PER ISPWC I o a I I SD-511A. EXTEND 4" PVC SEWER SERVICE @ 2.0% MIN I AS SHOWN TO EACH LOT. I II I I 2. MAINTAIN 18" VERTICAL SEPARATION BETWEEN Z POTABLE/NON-POTABLE MAIN/SERVICES PER DEQ REQUIREMENTS. CONTRACTOR TO INSTALL VERTICAL BENDS IN WATER MAIN IF NECESSARY. PROFILE SCALE PIPE DIMENSION IS MEASURED FROM 3. CAP AND MARK SEWER SERVICE PER ISPWC SD-512 HORIZ: 1" = 20' O 3: 4. REMOVE EXISTING SEWER CLEAN-OUT AND GROUT CENTER MANHOLE V E RT: 1 = 2 o _ EXISTING SEWER PIPE INTO NEW SEWER MANHOLE. TO MANHOLELj_ °° 0 to0 0 oo� '080 2694 Q g N 2694 =o`ND O o ^� V) w cn cn e' o v. 0 Co N � Co 0 o o 00 2692 N CY)o 2692 z Q(o� (.0N O M 00 N F— =NNZO > > PROPOSED GROUND Cn o- z z ELEVAT11 N _ > 2690 2690 0 Co �- - D 2688 / Co _2688 Q U w � Q Cl- 2686 _ 2686 / U DC w EXISTING GROUN 8" PVC C-900 C uj � ELEVATION 2 WATER MAINc 2684 CROSSING 2684 a U- 2682 1 2682 D H z 1 U cn 2680 2680 J J 2678 2678 2676 �� 2676 a v o 0{ $ P 3 1 0 of N 2674 2674 0 z Q m 4 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2672 2672 ENGINEERING a 5725 NORTH DISCOVERY WAY FINISHED GROUND CENTERLINE OF SEWER PIPE ALIGNMENT BOISE, IDAHO 83713 PHONE(208)639-6939 a kmengllp.com N N 2670 2670 DESIGN BY: MGB N DRAWN BY: MGB g CHECKED BY: TA a ro O 00 O cD N � 00 0) � r� I- a0 N rn N co O r� I� a Sri Sri ap co 0i � 00 of Coof Di 0 0 0 0 0 o DATE: 10/08/21 D co co (D cD cD cD cD w cD co cD cD cD N N N � N ( N ( (o N N N N � N o PROJECT: 21-200 N NNN N N N N N N SHEET NO. s 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 —0+20 C2.0 N N d SS\o N A L eVC 00 — — — — — — — — — — — — — — — — — — — --- - - N s, x"o EP E EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EPOF EP EP I 3 G. B EG ao EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP il'='�[W2=414� EE G E G G 10/08/2021 a d3 d3 d3 d3— 12"GI 12"GI 12" 12"GI 12"GI °D 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"31 12"GI OP OP � OP 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI 12"GI ° ° d v ° —° — OF ep QP Op° a a c — d— — — a OR r)p _—OP O_P OPOPIld c S °12°GI 12°GI 12"GI 12 2 1 I - - - - - - - - - - - - - - -12'GI G- - - -G— — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60 - — " — - - -2 G I - - 12—I - - 12GI - - -12GI 2—I 12" I 12"GI 12"—I 12"GI 2GI 12"GI 12"GI - - 12"G- - 12"GI R— "G 20 404 PI 4'PI w — —1 —1 — - - "PI 4"PI 4"PI 4-PI 4" I 4"PI - - 1—GI— — — — — — — —4PI 4PI 4PI 4PI 4"PI 4"PI 4-PI 4"PI ' I 4PI 4 PI I IRR Plan Scale R a_ I o 4"PI 4"PI 4"PI 4"PI I ¢ KEYNOTES W 5 6 LF dd • ° �6 5 6 LF �0 1. MAINTAIN 18" VERTICAL SEPARATION BETWEEN �I POTABLE/NON—POTABLE LINES. CONTRACTOR TO �I Gr INSTALL VERTICAL BENDS IN WATER AND FIRE SERVICE c� ' "' d° LINE IF NECESSARY. I a I I w I I J-, 2. REMOVE EXISTING BLOW—OFF AND CONNECT TO EXISTING m I 8" WATER MAIN W/ 8" COUPLING AND THRUST BLOCKING PER CITY OF MERIDIAN STANDARDS. ° I NI — If— CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND z DEPTH OF EXISTING WATER MAIN PRIOR TOCONSTRUCTION. ; Wm3. INSTALLw° I 1 — 8"X8" TEE � � ° 1 — " GATE VALVE 1 — THRUST BLOCK LOT 14 ITII 4. INSTALL I � a �7 � � w i � i LOT 11 I 1 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER MAIN d I I EXTENSION PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION SD—W13. 1 — THRUST BLOCK ° I I 5. INSTALL 2" PRESSURE IRRIGATION SERVICE PER DETAIL ww I ON SHEET CO.1. I..'. ' Z I "SD o ,2"so� I BLOC K 2 I w I ° I I — � ° I G I I t , a W 9 w ° I C 900 WATER I o k 4F- LU d 00 d / d \ I a I'•:t — — NSW - 142 LF 8" F o o c`' 1 C-900 WATER I `�'o — - - I I 3 I 1 � � L - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - I , �Zd3l — — — — — — — — — — — — — — — — — d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 3 d3 d3 d3 d3 d3 II / \I wI W ° WV WV ° s"w s"w 8'w---�— s'w s' s"w s°w s"w s'w sew s"w s"w s"w s' 3 ' (V ° I I �— s"w a"w s"w s"w s"w s"w s"w s"w s"w s"w s" s"w s"w s"w s'L wv ri I 1 / ~: ° I _ " w p ° I 0 � 1 CL II a �ti / z Cli 3 $"S 8"S 8 S 8�S "S "s -F 8"S $„ 18„S 8„ S 8I,S 8„S 8„S 8„S 9"s a"s r — — — — — — — — -L I ° °° ► s I 8"S 8"s 8"S 8"S— „S_ 8"S 8"S 8"s 8"S O S II c,n z d3 d3 d3 d3 �3 d3 — — — — — — — d3 d3 d3 d3 d3 d3 d3 d3 3 d3 d3 d3 d3 I d3 d3 �p \ w p - - - - - - - - - - - - - - - - - — II d - - - - - - - - - - - - - - - - - � I- - - - - - - - - - - - - - - - - - -sn — 3 II \ I " o�h I 0 I C �I N Z I I 142 LF 8" I M„s M„ Cod N 0 a�w — V - - C-900 WATER u ° 0x�� — NLd Ld N I - - - - - - - J V EG I I I L u z EG/ N II w 1 < LU 0 / 1 d , II 0CD DC - A ° �I I II 1 LOT 13 LOT� ° , 12 , I U 0 �11 ° l ° vi ° rn r d 0 d l w Lu U Q d O d I 1 I N °4. ° 1 I I J 1 I _ 2 � I a I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 176 LF 5 — — — — 6 LF 5 I — — — - -1 — — — _ -1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — � w I I a 2"PI 2"PI 2"PI 2"PI 2"PI 2"PI 2"PI 2"PI 2"PI 2"PI 2"PI I - - N - - - - O N 6"PI 6"PI 4„PI , w aftII I w II I II z I Q a o o I I 4"PI 4•PI 4•PILD — I I E N G I N E E R I N G z I I 5725 NORTH DISCOVERY WAY a I BOISE, IDAHO 83713 a I I PHONE(208)639-6939 3 kmengllp.com 0 m o DESIGN BY: MGB 0 N N DRAWN BY: MGB g CHECKED BY: TA a o DATE: 10/08/21 PROJECT: 21-200 SHEET NO. s N d SS\oNAL EVo E N S J L --12"W 12"W 12"W 12"W 12"W 1 W 12'W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12'V 12'V 12"W 12"w 12"w 12"w 12"w 12"w 12"W 12"W 12"W 12"W- N s o - EP -EP EP _ Ep �� E� � EP EP EP EP EP EP EP EP EP � EP EP -EP EP EP EP EP �/ JqT P� � w �P EP EP EP EP EP F \O �P °+0° 1+00 _ _ 26g0 - E AMITY RD , �26g�- / ,� OF - - - - - - }- - - - + - l / 3+00 i �26g2_ 3+93 qF� G. 202 10/08/2021 00 89.55 89.45 y \2690_ \ 89.98 90.34 90.75 -2691\ 91.25 91 68 �26 2. 92.05 P - - -- - - - - - - - - - - - - - - - MA -- --yam - --MA�--- ---- - MA MA 92 �q MA MA_ 9 EP EP __ __ __ �- �- - - - - - - -EP EP - MA EF FA r � 89.30 89 TG N EP-�€ -Ep 89.82 �P - 90.17 EP EP EP Ep a �Ep -- --EP - - EP K EP - ---- EG ���� MA 3 �L' EP -EP EP- EP EP �_ _ E� -EP EP C" ' EP 09 EP -EP- Ep N ' 91.53 EP > 2689 2690 3 TG E^ G T�-G 91.9� 0 10 20 40 60 J \ 2688 2689 2 2691 a �`-�d3_ d3 _ d3- 89.40 ' FIL 2689 2690 _ MA I 87.38 2688 Plan Scaleui 87.53 / 89.84 2689 2689_ a FL 2689 SW .3 FL 89•09 2690 LEGEND d .41 ° a 2690 TG 2691sw I O °° 2689 ° 2690 90.46 d ° ° ° ° a ° ° 2688 2691 - - - - - - - 14.29 FINISH GRADE ELEVATION O � w ° 0 2689 SW o 1 IRR 2687 N 2688 rn 2689 2690 I R - - - - - - - 1.5� FINISH GRADE SLOPE 1 26$7 IRR� _ ° RR I 26g6 \ Q 2688 O \ m -2713 - - - - - EXISTING GRADE CONTOUR / 4 �-2713 --�- DDJ CEN�SIT OUR R FOR z ad LU / I \ \ \ / ��271,3 --�� FUTURE GRADE CONTOUR N ,Ib d \ \ \\ \ I I I W w FLOW LINE = / a \ \ \ / I ' : .;'` ;•:; EP EP EDGE OF ASPHALT PAVEMENT SHEET NOTES 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT bo \ 2688 / \ •' UNLESS NOTED AS FOLLOWS: RIM RIM OF STRUCTURE \ LOT 14 5 ':-` `: rn� \ / Zgg9� � \ 17'I \ TA = TOP OF ASPHALT o \ / / // ��T� �7 \ TG = TOP OF GRAVEL Z �26g0 i CR = CROWN OF ROAD / \ �' CON = TOP OF CONCRETE Q \ \ mod' 6` `L l �/26g�, MA = MATCH EXISTING \s / ) ILL FL = FLOW LINE y, W ° I / \\ \ ��� �� I / I`;;::•; GB GRADE BREAK SW = TOP OF SIDEWALK FG = FINISHED GRADE rh TBC= TOP BACK OF CURB d T \\ \ GENERAL NOTES ( \ 2686\ BLOCK ' 2\ w e \ 2687 - 26g1 I \ 1. SEE SHEET CO.0 FOR PROJECT NOTES W \ 1 2687 2688 I \ / \ 2686 o ° k 2. ADJACENT DESIGN CONTOURS ARE SHOWN FOR \\ 2688 \ \ 2689 88.94 ) `° 2690 I o 91.23 REFERENCE ONLY. CONTRACTOR TO FIELD VERIFY ALL Lo 1.6% FL / 'n 2691 + `° •' TIE-IN ELEVATIONS AND NOTIFY DESIGN ENGINEER OF a ° °a \ 87 pp N \ FL �:: ANY DISCREPANCIES. \ d ° w ° d \ 2686 FIL M \ �600 8g 2687 � f \ � 2689 O / I co 1 2 26g1 rn }o6 O•.••�• KEY NOTES _ 92.62 03 d W 87 14 d3 -d3 d3 d d3 d3 d3 d3 d3 d3 d d3 \ 26g2 MA 1. SEE TEMPORARY DRAINAGE SWALE DETAIL ON SHEET \ d3 d3 d3 d3 d3 - �d3 d3 C0.1. > wv wv MA 0 \ cb`b \\\ 88.93 n 0 90.74 ° 92.35 wv d ° 87.41 1.8% N 0 MA p c i `y�Oo 0 0 Q� ® 0 \ I \ \ \ 3 I 91.01 °� o o ' . 2. ADJACENT DESIGN CONTOURS ARE SHOWN FOR CR 1.8% `i c� 92.62 /� I REFERENCE ONLY. CONTRACTOR TO FIELD VERIFY ALL w I d / 87.46 89,20 - CR 9 TIE-IN ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY Co RIM o \\ CR \ 2 DESIGN ENGINEER OF ANY DISCREPANCIES. D 87.14MA I sco / \ 194 0 �N \ N 90.74 &91.73 I 3. INSTALL BORROW DITCH PER ACHD STANDARD DETAIL #5 RIM 92.35 ON SHEET CO.1 AND AMITY ROAD SECTION ON SHEET J -EP d3 d3 d3 _� _� ° a / d3 d3 d3-- dil d3 dam-- d3 d3 2. I Co.1. r 26268 t 268s \\\ 268 I I O l / ��, 2ss2 �� g / U p z I 1 / 6 87.00 \ \ I cD 1 26gp / / 2691 \ i9\ t l = Q a °° FIL \\ 1.5% / / \ C 1 92.96 W d / 1 2686 " f 2688 \\\ \ \ 268g FL 2g90 \ �6'g, '6g1 91.21 / C Q V 2687 2\$ �6� \ / uri FL c 0 z \ \ 2690 \ O 26899 0 2687 / 2689 W Q AEG/ O I I \ 2688 G EG 2686 \\ r'rn� \ \ \�- Q 1-3 0) ILL Co Co \ 1213LOT \ LOT \ \ z \ \ W CS \ O u / d \ / d IJ T / \ m ° �\ a C� o o �\ - �' �- - - - - - - - - - - - - - - - - Ep \ 0 6"PI 6"PI \ \ \ \ \ m \ \ \ \ \ I E N G I N E E R I N G 5725 NORTH DISCOVERY WAY o I I \ \ \ BOISE, IDAHO 83713 Z PHONE(208)639-6939 a I m ID kmengllp.com o a o DESIGN BY: MGB N DRAWN BY: MGB g I \ I I \ \\ \ \ \ \ CHECKED BY: TA o I \I \ / I � I \ \\\ \ \ \ I DATE: 10/08/21 u l PROJECT: 21-200 SHEET NO. s N 4. N d ,,,11/11111///%,,, GENERAL LANDSCAPE NOTES GENERAL IRRIGATION NOTES �•`��,� •�•*D;�o''•,, 10' • SSA YE •0 LANDSCAPE BUFFER 1. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THIS 1. NO GUARANTEE IS MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN, OR SHOWN • Nr ' *� MEASURED FROM FUTURE [lit s g 3 S l f l�/ I id LANDSCAPE PLAN AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF CORRECTLY. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF . • BACK OF CURB THE LANDSCAPE CONTRACTOR. IF QUANTITIES LISTED DO NOT CORRELATE WITH WHAT ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL .I�_ C �U �jr \a y IS SHOWN ON THE PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. THIS BE CONTRACTOR'S RESPONSIBILITY. is � 1 E. AMITY RD. - INCLUDES, BUT IS NOT LIMITED TO TREE, SHRUB, ROCK, TOPSOIL, MULCH, SEED OR % LA 1657 •• -'Cr - - -- - - - - - - - - - - _ _ __ _ _ _ _ _ _ _ _ _ _ __ SOD, EDGING, AND DRIP LINE QUANTITIES. 2. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL A COMPLETE IRRIGATION `���i•, O/06I�L•1i••4�,••.` 00 SYSTEM WHICH PROVIDES ADEQUATE WATER COVERAGE TO ALL LAWN AND PLANTING • i•••• • E I - EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP , 2. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE LANDSCAPE ARCHITECT OF AREAS. THE WORK SHALL CONSIST OF PROVIDING AND INSTALLING ALL MATERIALS �4 4 NDSCA4�e•`�� _Sp t E AVAILABLY OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES. IF A NECESSARY FOR A COMPLETE SYSTEM INCLUDING POINT OF CONNECTION, PIPE, ,',��111111111111,, „ W W W W �Y WY �Y W W w W W W W SPECIFIED PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL PROVIDE VALVES, FITTINGS, HEADS, AUTOMATIC CONTROLS, AND ALL ASSOCIATED LABOR. THE 12"GI 12"cl oP 12"cI�P cl 2"cl a-e 19 GI 12"cl - 12"cl 12"cl 12"cl pipW 1 "cl W W 1z�cl 1z"Cyl �12 cl� �7"cl 1 "cl 12"QJ ,i, ,i,12'c� ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES SHALL NOT ALTER THE CONTRACTOR SHALL FURNISH THE ARCHITECT WITH A SHOP DRAWING SHOWING THE - ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER. LOCATIONS • _ °� - - - - - - - - - - op ° CATION AND TYPE, WIRE SIZING, ETC FOR APPROVAL 12"cl 1z"cl "GI 12"cl 12" _- - __ �2�_ _ �_ „ - - - - - - - - - - - - - - _ 3. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD PRIOR TO CONSTRUCTIONLO G -a»PI 4»PI *�4� - 4 �- " ci - i»cl - - - UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG / "P� P "PI - - LINE, INC. @ 1.800.342.1885. PROVIDE ADEQUATE MEANS OF PROTECTION OF 3 CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK 4"PI 4"PI / UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING I I SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS. w s 6 1 8 LL Q I I I 4. PROVIDE REQUIRED SOIL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF 5. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. u, u I I I THE CONTRACT PERIOD. SHOULD THERE BE EXISTING SOIL EROSION CONDITIONS THAT 6. POINT OF CONNECTION: COMPLY WITH REQUIREMENTS OF UTILITY SUPPLYING WATER o u REQUIRE MITIGATION, NOTIFY THE RESPONSIBLE PERSON IMMEDIATELY. FAILURE TO w FOR PREVENTION OF BACKFLOW AND BACK-SIPHONAGE I I I CD I o 0 NOTIFY THE RESPONSIBLE PERSON IMPLIES ACCEPTANCE OF THE SITE IN ITS EXISTING p. a a m CONDITION. j I I I a 1iJ m Of 7. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED Q I I N o bi Of o v 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING vi 00 I I Z m N D U- ALL DELETERIOUS MATERIAL SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AS APPROPRIATE. I g w AGGREGATE BASE MATERIAL, ASPHALT, ETC.., SHALL BE REMOVED PRIOR TO ANY FILL g MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION LOT 14 I OANDRHIGOHN POINTS ANDS. FINISH TO PROVIDE POSADES TO BE ITIVE VE DRAINAGE.TH AND EVEN. GRADIENTS TO REMOVE LOW RATES WITHIN EACH CONTROL VALVE. HILL'S CENTURY FARM LOT 11 I 9. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER cn NORTH COMMERCIAL 7 6. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL, AS PER SPECIFICATIONS. SOIL NO. 1 I I SHALL BE FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON SEPARATE ZONES FROM z w I I INCH IN SIZE. REUSE EXISTING SURFACE TOPSOIL IF AVAILABLE. THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. 0 7. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC 10. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO N g MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS, OR OTHER FOREIGN IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING w p D BLOCK 2 o w I MATERIALS AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET THESE AREAS. - _ I MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: PROVIDE APPROVED M I 11. PRIOR TO COMMENCING WORK, CONTRACTOR TO CONFIRM PSI IS ADEQUATE TO W IMPORTED TOPSOIL OR, AMEND THE ON-SITE TOPSOIL. v) I FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM WHICH PROVIDES ADEQUATE w I WATER COVERAGE TO ALL LAWN AND PLANTING AREAS. SHOULD THE PSI BE LESS Wo o' I 8. TOPSOIL DEPTHS SHALL BE AS FOLLOWS (WHERE APPLICABLE): LAWN AREAS-6" MIN.; THAN ADEQUATE, NOTIFY THE ARCHITECT IMMEDIATELY. IN THE EVENT THAT THE uj PLANTER BEDS - 12" MIN.; CURB ISLANDS - 18" MIN.ALL PLANTING BEDS SHALL BE � N � �a I TREATED WITH APRE-EMERGENT HERBICIDE. ARCHITECT IS NOT NOTIFIED PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 9. FINISH GRADES FOR LANDSCAPE AREAS TO BE SMOOTH AND EVEN GRADIENTS WITH 12. WHERE APPLICABLE, LABEL ALL IRRIGATION RISERS, FAUCETS, VALVE BOXES, AND - - - - - - I _ _ _ _ _ _ _ _ POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. SLOPES FOR TURF - - - - - - - - - - - - VAULTS WITH DURABLE TAGS CARRYING THE WARNING "DANGER-UNSAFE WATER OR d3�-d3 d3 d3 " d3 d3 d3 d3 d3 d3 d3 d3 d3 I d3 - I ^ AREAS SHALL NOT EXCEED 3:1. a»w s"w s" a"w, "" "" a w s'w�� / NON-POTABLE WATER." wv N I 10. PRE-EMERGENT HERBICIDE SHALL BE APPLIED PER MANUFACTURER'S o 2 / 13. INSTALL ALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE z - RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, s"s a"s-+ s a"s 4"s "s " �� I INSTALLATION OF PLANT MATERIALS AND MULCH. as ssco I �- - - - - �I + \ 6" TO 12" AWAY FROM EDGE OF PAVEMENT FOR EASE OF ACCESS. _ _ _ I I� \ 11. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR I s _ 1 I \ - - - _ 14. PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT PRODUCED BY A - - - - - - - - - - -d�-d3 - - d3 d3 d3 d3 d3 3 d3 d3 d3- -n- - - - - - - - - - - - - - - - - - - - - �-d3- - - d3 d3� TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN HEALTHY GROWING v d3\JI \ CONDITION. SINGLE ACCEPTABLE MANUFACTURER, INCLUDING HEADS, VALVES, CONTROLS, AND o I Q z I M„E ACCESSORIES. o W 12. ALL WRAPPING MATERIAL SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PORTION OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED 15. A MIN. OF 4" POP-UPS ARE TO BE USED IN ALL LAWN AREAS. DRIP IRRIGATION TO I Q I - - - - - BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND BE USED IN ALL PLANTER BEDS. W LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM ROOT BALLS I �2, o o: I PRIOR TO BACKFILLING. 16. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO SIZE CIRCUIT PIPING. WATER w so I I I a VELOCITY IN ALL PIPES SHALL NOT EXCEED FIVE FEET PER SECOND. MINIMUM PIPE f I 5 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING SIZE TO BE 1 0 U)N I I I AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN HEALTHY CONDITION IMMEDIATELY WITH COMPARABLE SIZE AND 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL ROADWAY, I I I rn II I I SPECIES AT NO COST TO THE OWNER. PARKING, AND WALKWAY SURFACES. EXTEND 6" MINIMUM BEYOND SURFACE EDGE. I I LOT 13 I I a IDENTIFY ENDPOINTS OF SLEEVING.14. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER N I I LOT 12 I MANUFACTURER'S RECOMMENDATIONS. 18. ALL IRRIGATION HEADS LOCATED ADJACENT TO ROAD SURFACES NOT PROTECTED BY A N I I VERTICAL CONCRETE CURB SHALL BE PLACED 18" FROM THE EDGE OF THE ROAD I o I I w II I - 15. CONTRACTOR'S MAINTENANCE SHALL INCLUDE: SURFACE. z PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE 19. WHERE APPLICABLE, CONTRACTOR IS RESPONSIBLE TO PROVIDE 120 VOLT POWER AND O I II I I z INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND ALL REQUIRED CIRCUITS FROM THE ELECTRICAL PANEL TO THE IRRIGATION CONTROLLER. _ I W J_ O O Z DISEASE UNTIL FINAL ACCEPTANCE BY OWNER. SIZE WIRE AND CONDUIT AS REQUIRED. (/) I N 7 I I uj z�___j vi I G, I I I W Q z o7 Q Of Q • RE-SET SETTLED PLANTS TO A PROPER GRADE AND POSITION. 20. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION COMPONENTS > I I 0 00 z o�N a-Z)o DAMAGED AS A RESULT OF NEW CONSTRUCTION, INCLUDING ADJACENT PROPERTIES. I I w I 0 u--Q j w RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE AND REPLACE REPAIR INCLUDES BUT IS NOT LIMITED TO PIPING, VALVES, HEADS, DRIP COMPONENTS, 0 vI I I I v��W U)o DEAD MATERIAL. CONTROL WIRES AND EQUIPMENT, AND SLEEVES. IF APPLICABLE, IRRIGATION CONTRACTOR Co I I m m C0 Q Z SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING I N • TIGHTEN AND REPAIR GUY WIRES AND STAKES AS REQUIRED ONLY IF ORIGINALLY CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM D o • • • I NEEDED. OPERATES AS GOOD, OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. (/) I - - _ _ _ _ _ I • I 21. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS J L - • • _ _ _ _ _ CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOMES 8 - fl J APPARENT AND WEATHER AND SEASON PERMIT. DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE CONTRACTORS Q z 2" I 2"PI 2"PI 2"PI 2" I FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM DURING THE COARSE OF CONSTRUCTION. U 0 Q 6"PI 6"PI ^ T TREE PROTECTION NOTES 22. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DISCREPANCIES BETWEEN DESIGN L II I 3 4 + DRAWINGS AND ACTUAL SITE CHARACTERISTICS. CONTRACTOR SHALL FIELD VERIFY ALL W p mac, II I R-15 I 1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE CRITICAL ROOT ZONE INFORMATION PROVIDED ON DRAWINGS. CONTRACTOR SHALL STOP CONSTRUCTION AND z W OF ALL TREES AT ALL TIMES THROUGHOUT PROJECT. CONTACT THE OWNER IMMEDIATELY FOR FURTHER DIRECTION IF DISCREPANCIES OCCUR. � � 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE INSTALLED 23. UPON COMPLETION, AND PRIOR TO FINAL PAYMENT, THE IRRIGATION CONTRACTOR SHALL Q PROVIDE A NEAT AND LEGIBLE AS-CONSTRUCTED IRRIGATION PLAN, AN OPERATION AND 0 - U IMMEDIATELY AROUND EACH TREE IMPACTED BY DEMOLITION BE CONSTRUCTION. LANDSCAPE SITE PLAN FENCING SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THE ENTIRE MAINTENANCE MANUAL, AND UP TO (8) HOURS OF ORIENTATION AND/OR TRAINING FOR THE OWNERS W Q DEMOLITION AND CONSTRUCTION PROCESS. OWNERS MAINTENANCE AND OPERATIONS STAFF. 0 30 60 90 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION DEBRIS AND WASTE 24. THE ENTIRE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF z IT'S ACCEPTANCE. REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR Plan Scale: 1„ = 30, SHALL NOT BE STOCKPILED WITHIN HE CRITICAL ROOT ZONE. SHALL BE COMPLETED PROMPTLY BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO Q THE OWNER. 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL ROOT ZONE. L.L 25. CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST TO THE OWNER, SPRING START UP AND CONTACT INFORMATION PLANT SCHEDULE 5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. APPLY A MIN. 1.5" OF WATER WINTERIZATION DURING THE GUARANTEE PERIOD. >_ KEY NOTES (TYPICAL) ® OVER THE CRITICAL ROOT ZONE PER WEEK. THIS IS A MIN. RECOMMENDATION. DECIDUOUS TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY CONTRACTOR IS RESPONSIBLE TO DETERMINE IF MORE WATER IS NECESSARY DURING D OWNER 1 INSTALL NSTA LWTH AR EAS.EL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL - CONSTRUCTION.TREE ACHD LANDSCAPE NOTES BRIGHTON DEVELOPMENT INC. o GLEDITSIATRIACANTHOS'IMPERIAL' 2"CAL. B&B 40'X35' CLASS II 4 6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE z 12601 W. EXPLORER DR, STE. 200 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION IMPERIAL HONEYLOCUST CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL PERFORM REMEDIAL WORK TO 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM W BOISE, IDAHO 83713 TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY DAMAGED TREES AT THE CONTRACTOR'S EXPENSE. DRAIN PIPE, STRUCTURES, OR FACILITIES. U CONTACT: STEVE HART WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. PHONE: (208) 378-4000 PYRUS CALLERYANA'CAPITAL' 2"CAL. B&B 35'X15' CLASS II 6 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE Ln FAX: (208) 377-8962 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH TAN PERMABARK ROCK MULCH WITH 0 CAPITAL CALLERY PEAR CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. J EMAIL: hart®brightoncorp.com PERMEABLE FABRIC WEED BARRIER. MATCH HILL'S CENTURY STORAGE UNITS. J 4. OPEN VISION FENCE. MATCH HILL'S CENTURY COMMERCIAL N0.1 AND EXISTING EVERGREEN TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY - LANDSCAPE CONSULTANT STORAGE UNITS. CONTRACTOR TO FIELD VERIFY STYLE ONSITE. SEE L1.0-2. REMOVE DEAD/ DAMAGED KM ENGINEERING, LLP u PICEAOMORIKA'BRUNS' 6'-8'B&B 30'X1O' EVERGREEN 2 BRANCHES AND PRUNE TO 5725 NORTH DISCOVERY WAY 5. EXISTING PAVERS, PLANTER POTS, AND BENCH PER HILL'S CENTURY FARMS BRUNS SPRUCE INTERNATIONAL SOCIETY OF BOISE, IDAHO 83713 COMMERCIAL NO.1. PRESERVE AND PROTECT. SEE KEY NOTE #7. ARBORICULTURE STANDARDS; PHONE: (208) 639-6939 IMPROPERLY PRUNED TREES FAX: (208) 639-6930 6. GRAVEL PER CIVIL PLANS. SEE CIVIL PLANS. PICEA PUNGENS 6'-8'B&B 60'X30' EVERGREEN 6 p (AS DETERMINED BY THE CONTACT: ALYSSA YENSEN, PLA COLORADO SPRUCE LANDSCAPE ARCHITECT) EMAIL: a ensen@kmen II com 7. EXISTING TREES, LANDSCAPING, AND IRRIGATION TO REMAIN. SEE HILL'S CENTURY0 6'-0" 11� Y 9 P O o SHALL BE REMOVED AND FARMS NORTH COMMERCIAL NO 1. RETAIN, PROTECT, AND OR ADJUST AS SHOWN. (2)-BVC WOOD TREE p REPLACE. o CONTRACTOR SHALL FIELD VERIFY LIMITS OF DISTURBANCE AND PATCH BACK ALONG L J PINUS FLEXI LIS'VAN DERWOLF'S PYRAMID' 6'-8'B&B 25'X15' EVERGREEN 2 O p0 o PHASE BOUNDARY AS NECESSARY. TRANSITION BETWEEN NEW AND EXISTING VANDERWOLF'S PYRAMID PINE STAKES(MIN. 6' HT) O TRUNK FLARE. LOCATE PRIOR LANDSCAPE SHALL BE NON RECOGNIZABLE AND COHESIVE WHEN FINISHED. CHAINLOCK coo O TO PLANTING. FLARE SHALL o CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE PLANTING AREAS TREE TIES O O BE VISIBLE AFTER PLANTING. AND IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION. THE :. PINUS NIGRA 6'-8'B&B 55'X35' EVERGREEN 5 6" MULCH PER PLAN KEEP CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS AUSTRIAN BLACK PINE MIN OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING CONSTRUCTION, THE EXISTING 3°° 1"-2" AWAY FROM TRUNK IRRIGATION SYSTEM OPERATES AS GOOD, OR BETTER THAN EXISTED PRIOR TO THIS FLARE 2" STEEL POST 2" METAL (2) 1" STEEL TUBE RAILS MIN. STEP = 2" POST CAP 4" APPART (CLEAR) Z PROJECT. CONTRACTOR SHALL REPLACE, AT NO ADDITIONAL COST TO THE OWNER, MAX. STEP = 12" a EXISTING TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY FINISH GRADE PLANT MATERIALS DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE - - N TO THE CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM 3' 3" HT. WATERING BASING Y DURING THE COURSE OF CONSTRUCTION. ROOT-III o I- BERM 8. ROADSIDE BURROW DITCH SAND WINDOW. DO NOT INSTALL SOD OVER SAND WINDOW. EXISTING TREE TO REMAIN EXISTING VARIES 8 BALL PRESERVE AND PROTECT DEPTH I II o SEE CIVIL PLANS FOR BURROW DITCH DETAILS. _III= =III I I FOLD TABLETS D BACK BURLAP FROM 3 SEE TREE PROTECTION NOTES -III III-II I I TOP OF ROOTBALL. GROUND COVERS BOTANICAL/COMMON NAME CONT -III -III II REMOVE WIRE BASKET. ROOT- ENGINEERING STREET TREE CALCULATIONS (1TR E E/3 5 L F) W W NOTE: REMOVE TREATED BALL BACKFILL SOIL MIX GENTLY 5725 NORTH DISCOVERY WAY ZTURF SOD RHIZOMATOUS SOD 5,651 SF OR SYNTHETIC BURLAP WIDTH PACK BACKFILL USING WATER I BOISE, IDAHO 83713 0 RHIZOMATOUS TALL FESCUE COMPLETELY. REMOVE TO SETTLE SOIL AROUND ANY SOIL AND/OR ROOTBALL PHONE(208)639 6939 STREET NAME LF # OF DRIVES @26' QUALIFIED LF TREES REQUIRED TREES PROVIDED MULCH AWAY FROM 8" MIN 8" MIN kmengllp.com N PLANTING PIT ROOTBALL ON UNDISTURBED a TREE CROWN AFTER PIT SHALL BE A MIN. 2 TIMES WIDER SOIL S. TAVISTOCK AVE. 302 1 276 8 8 OTHER BOTANICAL/COMMON NAME CONT INSTALLATION. DESIGN BY: KAC Z THAN ROOTBALL AT BASE AND A o E. AMITY RD. 360 0 360 10 10 MIN. 3 TIMES WIDER THAN ROOTBALL DRAWN BY: KAC D AT FINISH GRADE. DEPTH SHALL BE TOTAL TR E ES 18 18 EXISTING TURF,SHRUBS,AND PERENNIALS TO REMAIN NONE 11,227 SAME AS THE ROOTBALL. CHECKED BY: AY z PRESERVE AND PROTECT NOTES: SEE KEY NOTE 7 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED DATE: 10/08/21 MITIGATION REQUIREMENTS STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL 112 1" SQUARE STEEL (1) 1" STEEL TUBE PROJECT: 21-200 o STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. RODS 4" APPART (CLEAR) BOTTOM RAIL g THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL DECIDUOUS TREE PLANTING AND STAKING DETAIL 5'-FOOT CLEAR VIEW METAL FENCE SHEET NO. 0 NITS 2NTS L . N H N a