Loading...
Public Utility Plan V1APPROVED )r 03 30 /22 e- CITY OF MERIDIAN GENERAL NOTES ADA NOTES GENERAL CONSTRUCTION 1. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET THE FOLLOWING SLOPE REQUIREMENTS LIST BELOW. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR CONTRACTOR WILL BE REQUIRED TO REPLACE/REAPIAR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC ANY IMPROVEMENTS NOT MEETING THESE CRITERIA AT HIS (AND ANY ADDENDUMS), AND MERIDIAN DESIGN STANDARDS. THE MORE STRINGENT OF ANY OF THESE STANDARDS OWN COST. SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS SIDEWALKS AND ACCESSIBLE ROUTES ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO -2% MAXIMUM CROSS SLOPE HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP -5% MAXIMUM RUNNING SLOPE WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ADA PARKING AREAS AND LANDINGS ALL TIMES. -2% MAXIMUM SLOPE ANY DIRECTION 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. RAMPS -2% MAXIMUM CROSS SLOPE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS -8.33% (1:12) MAXIMUM RUNNING SLOPE REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 2• ALL TRUNCATED DOME PANELS TO BE "YELLOW". CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 3. ALL ADA SIGNAGE AND STRIPING SHALL MEET THE AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH MINIMUM REQUIREMENTS OF THE MOST CURRENT EDITIONS PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN OF THE ADA, MUTCD, AND THE ISPWC. GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SURVEY INFORMATION 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 1. THE NAVD 88 VERTICAL DATUM WAS UTILIZED TO FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE COMPLETE THE SURVEY FOR THIS SITE. DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. STRIPING, PAVING AND CURBING NOTES 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 1. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. COVERING A REASONABLE DISTANCE BETWEEN THE VARIOUS CURB TYPES AND AS NECESSARY TO MAINTAIN WATER ADA COMPLIANCE FOR ALL PEDESTRIAN RAMPS. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 2, ALL ASPHALT STRIPING SHALL BE PAINTED "WHITE" WITH DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 4" WIDE STROKES AND PER ISPWC SECTION 1104. GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM 3. ALL ACCESS AISLES TO BE HEAVY DUTY ASPHALT DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER PAVEMENT PER SHEET CO.1. ALL PARKING STALLS TO BE MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, LIGHT DUTY ASPHALT PAVEMENT PER SHEET C0.1. THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 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 WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONTACT INFORMATION CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). OWNER/DEVELOPER 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). BRIGHTON DEVELOPMENT INC. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 2929 W. NAVIGATOR DR., STE. 400 AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE MERIDIAN, IDAHO 83642 PUBLIC WORKS INSPECTOR CONTACT: ZACH MEYERS SEWER PHONE: (208) 378-4000 FAX: (208) 377-8962 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. Email: zmeyers®brightoncorp.com 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, ENGINEER THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). KM ENGINEERING, LP 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS WEST STATE STREET ST SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE EAGLE, 3714 EAGLE, IDAHO(208 839- WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE PHONE: (208) 639-6939 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.0 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS FAX: (208) 639-6930 (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONTACT: MIKE BULTMAN, P.E. 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). Email: MBULTMANOKMENGLLP.COM ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 3. THE EXISTING MAIN PRESSURE IRRIGATION SYSTEM THAT LOOPS AROUND SITE WILL BE OWNED AND MAINTAINED BY ALL OF THE PROPERTY OWNERS WITHIN THE LOST RAPIDS SUBDIVISION. THE BACKUP IRRIGATION SOURCE SHALL BE TAKEN OFF CITY WATER PER SHEET C5.0. CROSS CONNECTION FOR BACKUP SOURCE SHALL BE DESIGNED BY IRRIGATION CONTRACTOR AND APPROVED BY KM LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL PRESSURE IRRIGATION AND BACKUP SOURCES WITHIN THE APARTMENTS PROPERTY SHALL BE OWNED AND MAINTAINED BY THE APARTMENTS PROPERTY OWNER. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE *FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS THAT HAVE PUBLIC REUSE MAIN OR SERVICES* 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES -GREAT LAKES -UPPER MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 STATES STANDARDS), AWWA MANUAL M24 -CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE NON -POTABLE MAIN IF THE NON -POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND THREE (3) FEET HORIZONTALLY FROM THE NON -POTABLE MAIN IF THE NON- POTABLE MAIN IS LOCATED BELOW THE CLASS A EFFLUENT MAIN. 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER - DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), THE CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. ARCHITECT THE ARCHITECTS OFFICE 499 MAIN ST. BOISE, ID 83702 PHONE: (208) 639-6406 CONTACT: DAVID RUBY. AIA Email: DAVID®TAOIDAHO.COM DIGLINE, INC (208) 342-1585 APEX COMMERCIAL MERIDIAN, ID FOR AGENCY APPROVAL FEBRUARY 2022 PP TQOP TTOP �OI��OP - TTOP �T'JP�OP TTOP TOP E. TARGET ST. i KM STANDARD PROJECT NOTES KM STANDARD PROJECT NOTES 13. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR GENERAL AND OWNER BEFORE THE START OF CONSTRUCTION. 1. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE 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 FOR CONSTRUCTION ACTIVITY WITH THE EPA. CONSTRUCTION. 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 IS MORE RESTRICTIVE. RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. UTILITY 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE APPROVED PLANS, 16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN SPECIFICATIONS, SOILS REPORT AND APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION CODE. OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND 4. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. PROTECTED DURING CONSTRUCTION. 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 TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN, ACHD, AND THE COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. OVERHEAD POWER LINES AND POLES AS REQUIRED. 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE 18. INSTALL CONCRETE COLLARS PER ISPWC SD-616 AROUND ALL RIMS, GRATES, AND CONSTRUCTION AREA UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE METERS WITHIN ASPHALT. AND FUNCTIONING. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE DRAINAGE STORM WATER POLLUTION PREVENTION PLAN. 19. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY AN 7. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR AUTHORIZED REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL AGENCY SHALL COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND BE USED BY THE PROJECT CONTRACTOR(S). CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 20. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE ONLY 8, WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE REGARDING APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE BASE (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE 9. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE (342-1585) FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO DIGGING. PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING 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 MERIDIAN, AND ACHD IF DRAINAGE IMPROVEMENTS ARE WITHIN THE RIGHT-OF-WAY. PROJECT INSPECTOR PRIOR TO CONSTRUCTION. WORK SHALL NOT BE DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. 22. THE CONTRACTOR SHALL CONTACT ACHD FOR INSPECTION OF ALL PUBLIC STORM GRADING DRAINAGE FACILITIES (PRIOR TO PLACEMENT OF FILTER FABRIC) 24 HOURS MINIMUM ADVANCED NOTICE. ENGINEER OF RECORD REQUIRED TO INSPECT ALL 10. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, ON-SITE/PRIVATE STORM WATER AND DRAINAGE FACILITIES. FOR IMPROVEMENTS IN DEWATERING, AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 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 TO DOING WORK. GEOTECHNICAL ENGINEERING REPORT. 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 AS OTHERWISE INDICATED HERE ON. ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL CONSULTANT. ALL WASTE MATERIAL SHALL BE REMOVED FROM 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 SO AS NOT TO CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED SITE SHALL BE PROOF -ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE STREET IMPROVEMENTS. STABILITY OF SUBGRADE. A REPRESENTATIVE OF GEOTECHNICAL CONSULTANT SHALL REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF STRUCTURAL FILL. 12. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL CONSULTANT. 0 50 100 200 300 Plan Scale VICINITY MAP MAP NOT TO SCALE a 0 1ST SHEET INDEX LEGEND CO.0 COVER & NOTES FOUND BRASS CAP COA PROJECT DETAILS ® FOUND ALUMINUM CAP un z O CO.2 DEMOLITION PLAN Qo FOUND 5/8 INCH REBAR N C1.1-C1.4 SITE PLAN O FOUND 1/2 INCH REBAR w C1.5 FIRE SITE PLAN CALCULATED POINT C2.1-C2.4 UTILITY PLAN �S SEWER MANHOLE C3.1-C3.4 DRAINAGE PLAN O SEWER CLEANOUT ssco C4.1-C4.4 GRADING PLAN 0 STORM DRAIN MANHOLE ESC1.0 SWPP PLAN ® ® STORM DRAIN CATCH BASIN ®Dco STORM DRAIN CLEANOUT `I;). FIRE HYDRANT z wv WATER VALVE wM WATER METER - LIGHT POLE © ELECTRIC BOX LAI TRANSFORMER GAS MARKER O TELEPHONE MANHOLE ❑T TELEPHONE/FIBER OPTIC RISER IRR IRRIGATION VALVE SIGN DECIDUOUS TREE BOUNDARY LINE ADJACENT PROPERTY LINE ROAD CENTERLINE SECTION LINE EASEMENT LINE s s s SANITARY SEWER LINE J so so STORM DRAIN LINE Q O w w WATER LINE U = c1 ci GRAVITY IRRIGATION LINE or- Q W p p p UNDERGROUND POWER LINE C - w GC op op OVERHEAD POWER LINE z GO O c c G GAS LINE 0 U T T T TELEPHONE/FIBER OPTIC LINE V cr- pi pi PRESSURE IRRIGATION W EP EP EDGE OF PAVEMENT LX f2 Q EG Ec EDGE OF GRAVEL x x x FENCE LINE ' - CONCRETE ASPHALT z 0 U D z 0 kmo U ENGINEERING LL' 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 7 kmengllp.com L DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 z PROJECT: 21-210 SHEET NO. _ J 010 Lu a APPROVED )r :: 03 30 /22 e- 1ST NOTE: LOOP TRACER WIRE FROM MAIN LINE PIPE TO SERVICE BOX AND BACK ALONG SERVICE LINE PIPE. 4"0 THREADED CAP OR PLUG *NOTE: 1. 2'-6" MIN., 5'-0" MAX. IN UNPAVED AREAS WHERE THE LINE IS FREE DRAINING. 0 2. 3'-6" MIN., 5-0' MAX. IN PAVED N AREAS OR WHERE THE LINE IS NOT FREE DRAINING 0 3. FINDER WIRE AND z IDENTIFICATION TAPE w REQ'D PER THE ISPWC DIVISION 900. FINISH GRADE 4"0 PVC OR ABS PIPE VALVE BOX NOTCH 4"0 VALVE BOX OVER PIPE WITH }" MIN. CLEARANCE FROM PIPE SLOPE TO DRAIN 3" MAIN LINE 2"0 BRONZE CURB STOP - FORD OR MUELLER, OR APPROVED EQUAL. 3"X3"X2" TEE, SCHEDULE 80 REQUIRED TYPICAL 2" SERVICE NTS 2" PVC 90' ELBOW, SCHEDULE 80 REQUIRED 2" CLASS 200 SOLVENT WELD PVC PIPE 2'-0" 1" BATTER 6" -I AGGREGATE BASE NOTES: 1. MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700. TYPICAL 6" VERTICAL REVERSE -FLOW CURB & GUTTER NTS TYPICAL PARKING LOT TYPICAL PARKING LOT CROSS SECTION/ASPHALT CROSS SECTION/ASPHALT CONCRETE/PAVER y 6 CONCRETE/PAVER CONSTRUCTION. R=1/2" CONSTRUCTION. 18" 6" MIN. BASE COURSE f�18"� TYPICAL 6" VERTICAL CURB DETAIL NTS #8 AGGREGATE 4" WIDE CONCRETE PAVER (BASALITE SPEC PAVER 80 OR APPROVED EQUAL) MORRIS INDUSTRIES INC., MONITORING WELL LID BEDDING COURSE OR APPROVED EQUAL AND CONCRETE COLLAR 1-1/2" TO 2" OF SET FLUSH WITH FINISH GRADE. SEE DRAINAGE PLAN FOR LOCATION #8 AGGREGATE \\\ TYPICAL 6" VERTICAL CURB - SEE DETAIL THIS SHEET 6 I 4" OF #57 STONE BASE MONITOR WELL 15 MIL IMPERMEABLE (NOT ON 4" PVC i- BOTTOM) PERFORATED PIPE 12" #2 STONE SUBASE OVEREXCAVATE SECTION IF NECESSARY AND BACKFILL WITH - COMPACTED ASTM C-33 FILTER STAND OVER -EXCAVATE A MINIMUM OF 1.0' INTO POORLY GRADED SAND WITH GRAVEL MATERIAL (ALL FILL MUST BE REMOVED) SEE GEOTECH REPORT BY ATLAS AND DATED FEBRUARY 18TH, 2021 NOTES: 1. COORDINATE WITH OWNER FOR PAVER STYLE AND COLOR. 2. INSTALL PER THIS DETAIL SHEET AND MANUFACTURES RECOMMENDATIONS 3. PAVERS SHALL BE INSTALLED BY A CONTRACTOR THAT HAS AN INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI) PERMEABLE INTERLOCKING CONCRETE PAVER INSTALLATION (PICP) CERTIFICATE. DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR TO APPROVAL OF THE DRAINAGE PLAN. 4. CERTIFIED INSTALLER SHALL BE ON -SITE TO OVERSEE EACH INSTALLATION CREW DURING ALL PICP CONSTRUCTION INCLUDING SUBGRADE PREPERATION AND BASE MATERIAL INSTALLATION. PAVER SECTION NTS RESERVED 1 3/4" R. TYP. PARKING NOTES: 1. SIGN SHALL BE REFLECTO SIGN WITH THE INTERNATIONAL SYMBOLL OF ACCESSIBILITY. SIGN IS TO BE MIN. OF 70 SQ. INCHES WITH SEALED TEXTURE. 2. SET 1 3/4" SQ. GALV. STL. POST INTO 1' SQ. x 2' DEEP CONCRETE FOOTING. 3. WHENEVER POSSIBLE SIGN TO BE LOCATED ON THE BUILDING DIRECTLY IN FRONT OF ACCESSIBLE STALLS AT 5'-0" FROM BOTTOM VAN OF SIGN TO FINISH GRADE. ACCESSIBLE 4. ELIMINATE VAN PLACARD WHERE NOT CORRESPONDING TO VAN INDICATED STALL PAINTING. METAL ACCESSIBLE PARKING SIGN NTS Naomi=-2.5" ASPHALT OF 3/4" MINUS GRAVEL BASE COURSE (NO SLAG) —14" OF STRUCTURAL SUBBASE IMPORT —NATIVE MATERIAL. PROOF ROLL 0MPACT OAPPROVED (95% MIN PROCTOR COMPACTION) NOTES: 1. REFER TO PAVEMENT RECOMMENDATIONS AND SUBGRADE PREPARATION IN GEOTECHNICAL REPORT PREPARED BY ATLAS AND DATED FEBRUARY 18TH, 2021 FOR FURTHER INFORMATION. 2. ATLAS TO VERIFY SUBGRADE COMPETENCY AT TIME OF CONSTRUCTION. ASPHALT PAVEMENT SECTION NTS CONCRETE COLLAR AND FRAME AND COVER PER ISPWC SD-616 CONCRETE COLLAR W/ SOLID OR GRATE COVER (SEE PLANS) ON INLET PER ISPWC SD-616 SEE SITE PLAN SEE GRADING PLAN 2 a 4" MIN. COMPACTED GRAVEL BASE COURSE R 1" FINISH GRADE ASPHALT NOTES: 1. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 5' MAX SPACING. 2. MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700. THICKENED EDGE SIDEWALK WITH 6" REVEAL NTS —6" CONCRETE PAVEMENT —4" OF 3/4" MINUS GRAVEL BASE COURSE (NO SLAG) ~ MINUS PIT RUN GRAVEL ] B BASEE COURSE (NO SLAG) IMPORT BACKFILLIREQUIRED). —COMPACT ANDPROOF ROLL SUBGRADE. (95 MIN PROCTOR COMPACTION) CONCRETE PAVING NTS ADS N-12 SOLID WALL PIPE OR WRAP PERF. PIPE WITH FILTER FABRIC EXTENDING 1.0' INTO DRAIN ROCK. MORRIS INDUSTRIES INC., MONITORING WELL LID OR APPROVED EQUAL AND CONCRETE COLLAR SET FLUSH WITH FINISH GRADE. / 18" MIN BOISE VAULT SAND AND 6" MIN. GREASE TRAP (OR EQUAL) /// HS-25 LOAD RATING SEE ADS N-12 HALF-PERFERATED PIPE PLAN FOR DESIGN 18° ELEVATIONS MIN-- ®0.0% SLOPE (FLAT) SUITABLE, / J UNDISTURBED BASE ��00<���i� 2" WASHED DRAIN ROCK) 1� SEE PLAN 6" PVC PERFORATED PIPE EXTEND SAND 12" MIN. INTO POORLY GRADED GRAVEL WITH SAND A PROFILE SEE PLAN 12" MIN OVERLAP OR AS_ RECOMMENDED BY MANUFACTURER FINISH GRADE ADS CAP FILTER FABRIC (SUPAC 4NP OR EQUAL, TOP AND / SIDES ONLY) \ MONITORING WELL 3' MIN DEPTH ASTM C-33 SAND N OTES: 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR EVIDENCE OF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION. PER GEOTECHNICAL REPORT PREPARED BY ATLAS AND DATED FEBRUARY 18TH, 2021 INDICATES THAT GROUNDWATER IS ANTICIPATED TO BE APPROXIMATELY GREATER THAN 20' FEET BELOW EXISTING SURFACE. POORLY GRADED GRAVEL WITH SAND IS EXPECTED BE FOUND AT APPROXIMATELY 7.1' BELOW EXISTING GRADE. 2. CONTRACTOR SHALL INSTALL ONE MONITORING WELL(S) PER SEEPAGE BED. AN ADDITIONAL MONITORING WELL MAY BE REFERENCED FOR CONSTRUCTION, OUTSIDE OF AND ADJACENT TO THE SEEPAGE BED. SEEPAGE BED DETAIL NTS O SEE PLAN I 3' MIN TO SEASONAL HIGH GROUND WATER SECTION A -A INSPECTION NOTE: PROJECT ENGINEER TO INSPECT ALL SEEPAGE BEDS ONCE EXCAVATED. PROVIDE ENGINEER A MINIMUM 48 HOURS NOTICE FOR ALL INSPECTIONS. 1.5' MIN F OF icy 2-14-22 a 0 J Q O U = or- Q W Q (n C — J O — W U 0 X cr- w Lu a � Q z O U Ln z 0 lamo U ENGINEERING LL' 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 7 kmengllp.com L DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 z PROJECT: 21-210 SHEET NO. _ J C0.1 Lu a APPROVED 0130/22 8 W 8"W 8 _. •.vna,a n z„�we� 1"s s �"r-- I I I we Z Oc d _ Q 1HvII SAWCUT LINE I W � I - 12')OIL rw 0 8"W 8"W 8"W 8"W 8"W 8"w 8"W 8"W 8"W @nw 8"w 8"W E. TARGET ST. $"W a"W a"W 8"W 8's 8'PI 1 PI 18'PI 18'PI — — — — — — — — — — — �" PROTECT AND PRESERVE PRESSURE IRRIGATION. PROTECT AND f PROTECT AND PRESERVE SIDEWALK. PROTECT AND PRESERVE / PRESSURE IRRIGATION. PROTECT AND PRESERVE APPROACH. PROTECT AND PRESERVE APPROACH. PROTECT AND PRESERVE SIDEWALK. PROTECT AND PRESERVE SEWER MAIN. — — S�S \ONAL ST e"w e"w e w e w a SAWCUT LINE OF Y4 ERfEN�O 3 I2-14-22 W / / / \ "'IN �Oe PROTECT AND PRESERVE /PRESSURE IRRIGATION. 3 PROTECT AND PRESERVE IDAHO POWER SECTOR BOX. I I 5 I II I I I m I I PROTECT AND PRES VE WATER AIN. I - I PROTECT AND PRESERVE 3 SIDEWALK. IaI I II I II I I fl I I I II I I I 3 I II I I If I I 3 I I I PROTECT AND PRESERVE ICI - PRESSURE IRRIGATION. f I I 3 I I I I I I Im I I I 3 I I I I Ia I 3 I II I II I I Ia I I� PROTECT AND PRESERVE WATER/MAIN. — I I I - I I N PROTECT AND PRESERVE 3 WATER MAIN. m— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � m 12" 12"W 12W 12" 1 W "W 12"W 12"W 12"W 12"W 12"W 12"W 12" 12" 1 W 2"W 12" 12"W S "S 8"5 8"S 8"5 8"S 8"S 8"5 S 8•1S 81'S 8"S B.'s 8"5 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S S I PROTECT AND PRESERVE 3 SEWER MAIN. PROTECT AND PRESERVE ® SIDEWALK. PROTECT AND PRESERVE PRESSURE IRRIGATION. I I I I _ w w PROTECT AND PRESERVE 1 6 PROTECT AND PRESERVE PRESSURE IRRIGATION. L SIDEWALK. II I 10"P 10" 1 PI "PI 10"PI 10"PI—TO'°Pt _1o�'PI 10"PI 10"PI 10"P 10" I— 3 12"w 7-7-7-- PROTECT AND PRESERVE SEWER MAIN. - 9 I I� i II I / PROTECT AND PRESERVE �I / SIDEWALK. I / I / I / PROTECT AND PRESERVE / SIDEWALK. 'I 0"PI 10"PI 10'PI 10"PI 10"PI 10"PI 10"PI 10'P E. LAKE HAZEL RD. PROTECT AND PRESERVE PRESSURE IRRIGATION. V) 6p / i I 0000 0 15 30 60 90 Plan Scale a SHEET LEGEND PROJECT AREA DEMOLITION SAWCUT LINE un KM STANDARD DEMO NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE CITY OF z MERIDIAN, THE CURRENT EDITION OF THE IDAHO O STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), N AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL w F QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS - SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT LOCATION A MINIMUM OF 48 HOURS PRIOR TO DIGGING. 0 3. UTILITIES ON THIS PLAN ARE BASED UPON A SURVEY z CONDUCTED BY KM ENGINEERING, RECORD DRAWINGS, AND FACILITY MAPS. KM ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF CONSTRUCTION. 5. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE GW, GP, GM, SW, SP, SM IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM (USCS). CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED CONSTRUCTION CONSIDERATIONS, AS CONTAINED IN THE PROJECT GEOTECHNICAL ENGINEERING REPORT, PREPARED BY MATERIALS TESTING AND INSPECTION, INC. 6. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL BE INSPECTED BY THE MATERIALS TESTING & INSPECTION CONSULTANT TO VERIFY SUITABILITY OF SUBGRADE FOR PLACEMENT OF J STRUCTURAL FILL. THE EXPOSED SUBGRADE MUST BE IN Q O Z A COMPACT, FIRM AND STABLE CONDITION PRIOR TO Q FILL PLACEMENT. THIS WILL BE CONFIRMED BY u = J PROOF -ROLLING THE SUBGRADE IN A MANNER or- Q ACCEPTABLE TO THE TESTING AND INSPECTION Lu C CONSULTANT. Z 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING Z O OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF -SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL O Q J FROM THE SITE. u cf- X cO 8. CONTRACTOR IS RESPONSIBLE FOR SECURING AND LuC PAYING FOR ALL PERMITS REQUIRED BY ANY POLITICAL W Lu OR AGENCY. Q 9. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. 10. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS -OF -WAY. 11. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED SOILS WITHIN CLEARING LIMITS SHOWN ON THE CONSTRUCTION PLANS, AND WASTED OR STOCKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NECESSARY TO OBTAIN SUITABLE SUBGRADE MATERIALS AS DETERMINED BY THE GEOTECHNICAL CONSULTANT. 12. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND VEGETATION WHERE STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR SHALL STOCKPILE MATERIAL IN DESIGNATED ON -SITE SPOIL PILE LOCATION FOR LANDSCAPING. MATERIAL IN EXCESS OF THE LANDSCAPING NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF -SITE LOCATION. Z 13. ITEMS SHOWN ON THIS SHEET REPRESENT THE EXISTING O CONDITIONS OF THE SITE PRIOR TO CONSTRUCTION. 14. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES U ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. Z 15. EXISTING WELL(S) MUST BE DISCONNECTED FROM ANY O BUILDINGS THAT REMAIN WITH VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. WELLS THAT WILL NOT CONTINUE TO BE USED MUST BE PROPERLY ABANDONED, DOCUMENTATION OF O ABANDONMENT WILL BE REQUIRED TO BE SUBMITTED TO E IN GIN E E R I IN G THE CITY. CONTACT IDAHO DEPARTMENT OF WATER RESOURCE FOR ABANDONMENT 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O 16. CONTRACTOR TO COORDINATE ANY NECESSARY EXISTING PHONE (208) 639-6939 UTILITY RELOCATIONS WITH CORRESPONDING UTILITY kmengllp.com Z COMPANY PRIOR TO CONSTRUCTION AND NOTIFY DESIGN DESIGN BY: TGA/AY ENGINEER OF ANY CHANGES IF IT WILL IMPACT THE DRAWN BY: TGA/AY DESIGN. CHECKED BY: KSK Q z O U D N z O U O LL O z APPROVED )r :: 03 30 /22 c1 ci U I- Lu w w w N w z_ J U H Q E. TARGET ST 13 12 z w w �V) I� I � I II I I I I I I I I 1.50' ACHD SIDEWALK EASEMENT II I 6.50' LANDSCAPEyJ I BUTFFER I I I I I I I I� EXISTING 34.00' CITY I OF MERIDIAN WATER AND SEWER I I MAIN EASEMENT I I 10 I I I MATCH LINE - SEE SHEET C1.4 10.80, 6 w O U O J ME SHEET NOTES 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA STANDARDS AT ALL ADA CROSSWALKS AND SIDEWALKS. SEE ADA NOTES ON SHEET C0.1 FOR FURTHER INFORMATION. 2. CONTRACTOR TO PROVIDE TRANSITION BETWEEN REVERSE CURB AND GUTTER AND CATCH CURB AND GUTTER. LIMITS OF REVERSE CURB AND GUTTER IS DENOTED ON PLAN. SEE THE GRADING SHEETS FOR FURTHER INFORMATION. 3. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. SEE SHEET CO.1 FOR PAVEMENT SECTION. 0 10 20 40 60 Plan Scale 0 KEYNOTES 1. 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701. 2. 6" REVERSE VERTICAL CURB AND GUTTER PER DETAIL SHEET CO.1. 3. VERTICAL CURB (NO GUTTER W/ 6" REVEAL) PER ISPWC SD-701 A. 4. CONCRETE SIDEWALK PER ISPWC SD-709. SEE N LANDSCAPING FOR SCORE PATTERN. z O 5. ASPHALT PAVEMENT PER DETAIL SHEET C0.1. N w 6. PERMEABLE PAVERS - SEE DETAIL SHEET CO.1 7. CONCRETE PAVEMENT PER DETAIL SHEET COA FOR SECTION. SEE LANDSCAPING FOR COLOR, SCORE PATTERN, AND EXPANSION JOINT DETAIL. 8. 3' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD-708. 9. TRASH ENCLOSURE - SEE ARCHITECTURAL FOR PAVEMENT AND STRUCTURE DETAILS. 10. ADA PARKING SIGNAGE - SEE DETAIL SHEET COA. 11. PROPOSED FIRE HYDRANT. 12. PAVEMENT SAWCUT (2' MINIMUM INTO EXISTING z PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, AND SD-806. 13. 4' WIDE VALLEY GUTTER PER ISPWC SD-708. 14. PEDESTRIAN RAMP WITH NO TRUNCATED DOMES PER ISPWC SD-712 AND SD-712C. 15. TRANSFORMER - SEE ELECTRICAL FOR FINAL SIZING. 16. LIGHT POLE - SEE ELECTRICAL. 17. PEDESTRIAN RAMP "MID -BLOCK" WITH NO TRUNCATED DOMES PER ISPWC SD-712G. 18. SECTOR BOX 1ST F OF icy 2-14-22 J Q O U = w C) z Q Qd w O 0 F_ X Cr V) w w d Q z O I- U D N z O U 1Cmo ENGINEERING LL' 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 7 kmengllp.com L DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 z PROJECT: 21-210 SHEET NO. _ J C1.2 Lu a APPROVED )r 03 30 /22 e- ME 1p 2 10®9, 1 ADA ® 9' 1 STRIPED ® 9' •^ O 108' 12 ® 9' =108' - - m� I 1 3 I ICI �mmmmrnPM �` 8' H MATCH LINE - SEE SHEET C1.1 19' -► 19' TYP I � TYP I� O (n 2 oD J m D 0 o Ici I 0 0 N I-_ 19, TYP m Pr Moo O1® ®®aw� 7 63' `v Ad* 3 S \ - 2 ® 9' - \\ i _ ° \ � o T ®9' 72' v 3 I a,�a 3 16 --=�\------------------------- ------- O 0 _ E. LAKE HAZEL RD. N 0 10 20 40 60 Plan Scale SHEET NOTES KEYNOTES 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA 1. 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701. STANDARDS AT ALL ADA CROSSWALKS AND SIDEWALKS. SEE ADA NOTES ON SHEET C0.1 FOR FURTHER 2. 6" REVERSE VERTICAL CURB AND GUTTER PER DETAIL INFORMATION. SHEET Co.1. 2. CONTRACTOR TO PROVIDE TRANSITION BETWEEN REVERSE 3. VERTICAL CURB (NO GUTTER W/ 6" REVEAL) PER ISPWC CURB AND GUTTER AND CATCH CURB AND GUTTER. SD-701A. LIMITS OF REVERSE CURB AND GUTTER IS DENOTED ON PLAN. SEE THE GRADING SHEETS FOR FURTHER 4. CONCRETE SIDEWALK PER ISPWC SD-709. SEE INFORMATION. LANDSCAPING FOR SCORE PATTERN. 3. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS 5. ASPHALT PAVEMENT PER DETAIL SHEET C0.1. OTHERWISE NOTED. 6. PERMEABLE PAVERS - SEE DETAIL SHEET Co.1 4. SEE SHEET CO.1 FOR PAVEMENT SECTION. 7. CONCRETE PAVEMENT PER DETAIL SHEET COA FOR SECTION. SEE LANDSCAPING FOR COLOR, SCORE PATTERN, AND EXPANSION JOINT DETAIL. 8. 3' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD-708. 9. TRASH ENCLOSURE - SEE ARCHITECTURAL FOR PAVEMENT AND STRUCTURE DETAILS. 10. ADA PARKING SIGNAGE - SEE DETAIL SHEET COA. 11. PROPOSED FIRE HYDRANT. 12. PAVEMENT SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, AND SD-806. 13. 4' WIDE VALLEY GUTTER PER ISPWC SD-708. 14. PEDESTRIAN RAMP WITH NO TRUNCATED DOMES PER ISPWC SD-712 AND SD-712C. 15. TRANSFORMER - SEE ELECTRICAL FOR FINAL SIZING. 16. LIGHT POLE - SEE ELECTRICAL. 17. PEDESTRIAN RAMP "MID -BLOCK" WITH NO TRUNCATED DOMES PER ISPWC SD-712G. 18. SECTOR BOX a 0 Ln Z O V) w F OF icy 2-14-22 J Q O W C) z Q W O F_ X N W W a � Q z O U z O U 1Cmo ENGINEERING L.L 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 7 kmengllp.com L DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 z PROJECT: 21-210 SHEET NO. _ J C1.3 Lu a z O U D N z O U O LL O z APPROVED )r :: 03M,22 -- -- -- -- -- -- - I I I I PAD ELEV = 2739.79 PAD ELEV = 2739.27 PROPOSED AMPHITHEATER PAD ELEV = 2743.27 I� \ PAD NEV = 2741.46 \ I I I I I 1 N 0 10 20 40 60 Plan Scale a 0 GENERAL NOTES TURNING RADIUS O N I�--�L_ 20' 0 I I N > w w NOTE: ALL TURNING RADIUS SHOWN ON PLANS ARE 28' INSIDE RADIUS AND 48' OUTSIDE RADIUS UNLESS OTHERWISE SHOWN. KEYNOTES 1. PROPOSED FIRE HYDRANT 2. PROPOSED FDC. J Q 0 W Q Q C _ d Lu 0 r N V - Lu X Cr- Lu Lu a 75 Q z 0 U D N z 0 km E N G I N E E R I N G O 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 O 0 kmengllp.com L DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 z PROJECT: 21-210 SHEET NO. _ J C1.5 w a APPROVED )r :: 03M,22 _..vna:a n ewe" LE - - - - - - - - - - - - - - - - - - - - I I PAD ELEV = 2739.79 55 LF 6" PVC SEWER SERVICE 9S ® 2.0% MIN. IE 2733.79 i I r� i I� m I 3W EXISTING SANITARY SEWER MANHOLE RIM ELEV (EXISTING) = 2737.84f in E IN 18" = 2710.20f IE IN 8" = 2711.03t IE OUT = 2710.10f T/ 44 LF 6" PVC /,/ 32 LF 2" POLY J SEWER SERVICE J 7W WATER SERVICE 9S ® 2.0% MIN. IE 2733.27 PAD ELEV = 2739.27 I I E. TARGET ST. 2�oF��k SATf Fp< N 11 P rF 0 F XO F�CY KENRF� 2-14-22 0 10 20 40 60 Plan Scale a KEYNOTES #PI KEYNOTES #W 0 1. INSTALL 2" PRESSURE IRRIGATION SERVICE PER 1. INSTALL DETAIL SHEET ### 1 - 8" x 6" STAINLESS STEEL TAPPING SADDLE 1 - 6" GATE VALVE 2. INSTALL 2" PRESSURE IRRIGATION SERVICE WITH 180 THRUST BLOCKING LF SERVICE LINE PER DETAIL SHEET ### 2. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN 3. INSTALL 2" PRESSURE IRRIGATION SERVICE WITH 190 STANDARD DRAWING W-8. LF SERVICE LINE PER DETAIL SHEET ### 3. INSTALL N z 1 - 2" WATER METER PER CITY OF MERIDIAN 0 STANDARD DRAWING W4 N 22 LF SERVICE FROM MAIN TO METER w w 4. INSTALL 1 - 2" WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W4 12 LF SERVICE FROM MAIN TO METER 5. INSTALL 1 - 2" WATER METER PER CITY OF MERIDIAN STANDARD DRAWING W4 26 LF SERVICE FROM MAIN TO METER 6. MAINTAIN 18" VERTICAL SEPARATION FROM POTABLE/NON-POTABLE MAINS/SERVICES PER DEQ AND CITY OF MERIDIAN REQUIREMENTS. CONTRACTOR TO INSTALL VERTICAL BENDS IN WATER MAINS/SERVICES IF NECESSARY. 7. CAP AND MARK WITH BLUE PAINT PER ISPWC SD-512. `FIRE MAIN y�VV i� KEYNOTES #S 1. INSTALL FINISH FLOOR �; 6W I 1 - 8" x 6" TAPPING SADDLE PER ISPWC SD-511 = 2741.23 IE 8" = 2715.73 IE 6" = 2716.39 II 0 2. INSTALL w 1 - 8" x 6" TAPPING SADDLE PER ISPWC SD-511 W IE 8" - 2716.23 6"SD > IE 6" = 2716.89 3. INSTALL w I I 1- 8" x TAPPING SADDLE PER ISPWC SD-511 IE 8" 2720.67 IE 6° 2721.34 "4. INSTALL �I u 1 - 8" x 6" TAPPING SADDLE PER ISPWC SD-511 E I 0 IE 8" = 2722.59 n EXISTING SANITARY SEWER MANHOLE J IE 6" = 2723.25 J RIM (EXISTING) = 2739.77f I (/') 5. INSTALL J RIM (PROPOSED) = 2740.20 I 1 - 8" x 6" TAPPING SADDLE PER ISPWC SD-511 IE IN - 2723.80t IE 8" = 2722.93 Q O IE OUT = 2723.70t it IE 6" = 2723.60 � = z II 6. INSTALL Q Q 1 - 8" x 6" TAPPING SADDLE PER ISPWC SD-511 Lu QRis J IE 8" - 2722.59 G 6W I IE 6" = 2723.25 z \ I i 7. INSTALL Q 1 - 8" x 6" TAPPING SADDLE PER ISPWC SD-511 IE 8" = 27.O J I � I IE 6" = 272323.2929 U � 3W II 8. INSTALL Lu Lu = 3PI 2PI I �' 1 -"8" x 6" TAPPING SADDLE PER ISPWC SD-511 - IE 8" = 27.Q � � IE 6" = 272323.29 29 9 P 5 2ND MARK WITH GREEN PAINT PER ISPWC SD zw 5S I O a 3 z 36 LF 2" POLY -900 of N w WATER SERVICE 7W 6W I Gov - 40 LF 6" PVC z � ¢ L - SEWER SERVICE 9S ��N w z s ® 2.0% MIN. x��¢ 4S IE 2735.46 w 3 EXISTING SANITARY SEWER MANHOLE I II RIM (EXISTING) = 2739.23t 6W RIM (PROPOSED) = 2740.70 3W IE IN = 2722.80t IE OUT = 2722.70t o ak 40 LF 6" PVC \ 1PI II SEWER SERVICE 9S I I' IE 2MIN. IE 273573 .46 PAD NEV = 2741.46 � ®® \ I I O 70"SD I I 37 LF 2" POLY 7W (, WATER SERVICED \ [cm U 1PI ENGINEERING O 5725NORTH DISCOVERY WAY B D 13 - --- - ---- --_ PHONE (208) 639-6939 O kmengllp.com DESIGN BY: TGA/AY DRAWN BY: TGA/AY KSK E. LAKE HAZEL RD. CHEDATEBY. E:: 1-31-22 Q DAT22 z PROJECT: 21-210 SHEET NO. _ J C2.1 Lu a z O U D N z O U O LL O z 1ST APPROVED )r :: 0 30 /22 e- -- - - - - - - - - - - - - - - f� PAD ELEV = 2742.26 INSTALL 36 LF 8" PVC 6"S 6"S STORM ® 0.5% IE 2738.32 INSTALL 76 LF 12" PVC STORM ® 0.87% M INSTALL 94 LF 12" PVC .� STORM ® 0.22% INSTALL 5 LF 12" 0 PVC STORM CAP 0.22% � 2737.69 3 - � -I 12"SD 12"SD 12"S 12"!6�12"SD ULu VTN Lu 4 2 Lu Lu INSTALL 19 LF 6" PVC INSTALL 19 LF 6" PVC J V) STORM ® 0.5% STORM ® 0.5% INSTALL 65 LF 12" PVC F Lu STORM ® 1.77% z J 6"S 6"S - = INSTALL 35 LF 6" PVC- 6"SD s"SD- u STORM ® 0.5% _ M..6..w C 10 FINISH FLOOR / = 2741.23 INSTALL 16 LF 12" PVC J STORM ® 7.3% LF 6" PVCFM )RM ® 0.5% N O INSTALL 112 LF 12" PVC STORM ® 0.46% N E. TARGET ST. - - - - ---------------- - - - - - - I � \ I � I I I\ I � I I I � I I I I PAD ELEV = 2743.27 I I I I I I I -Ls„s ss s INSTALL 103 LF 12" PVC STORM ® 1.9% IE 2738.10 I I I � I I I o 0 I I 2 I I zw�__ I I o SEC j � ❑ � 1\v, I I I I I I II wv wv -�6"w 6 INSTALL 5 LF 12" PVC I o STORM @ 0.22% 7 I 8 I 15'SD 15"SD 15'SD /T 15"SD INSTALL 68 LF / ® ® I II 15" PVC STORM J ® 0.22% INSTALL 5 LF 15" ADS STORM ® 0.22% - - (2-EACH) I I I - I I I I LLI o I I .; INSTALL 70 LF ADS PERF 0.0% 0% :'m o (2-EACH) 25' MIN --(41.66') I I I I I INSTALL 7 LF 15" I I I ADS STORM ® 0.22% I I INSTALL 3 LF 15" VC STORM ® 0.22% LP � 14 I I I I I I I I � I MATCH LINE - SEE SHEET C3.4 I I N I I I I I I N 0 10 20 40 60 Plan Scale KEYNOTES 1. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) 20. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/GRATED LID (OR APPROVED EQUIVALENT). W/GRATED LID (OR APPROVED EQUIVALENT). RIM - 2741.14 RIM = 2737.33 IE IN/OUT = 2738.14 IE OUT = 2734.21 SUMP = 2737.14 SUMP = 2733.21 2. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) 21. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER W/SOLID LID (OR APPROVED EQUIVALENT). ISPWC SD-601. RIM = 2741.26 RIM = 2737.04 IE IN/OUT = 2737.48 IE OUT = 2734.04 SUMP = 2736.48 SUMP = 2733.04 3. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC 22. INSTALL STANDARD CATCH MANHOLE (MH-11) SD-506A. W/SOLID LID PER ISPWC SD-611. RIM - 2737.35 IN 4. STALL INLET CATCH BASIN TYPE I (CB-2) PER IE IN/OUT = 2733.78 ISPWC SD-601. SUMP = 2732.78 RIM = 2740.66 IE OUT = 2737.66 23.INSTALL 1500 GALLON SAND AND GREASE TRAP SUMP = 2736.66 (SG-4) WITH SOLID RIM PER DETAIL THIS SHEET. CONNECT SG-4 ,SG-5, AND SG-6 TOGETHER WITH 5. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) 18" PVC. W/SOLID LID (OR APPROVED EQUIVALENT). RIM = 2737.42 RIM = 2740.67 IE IN = 2733.76 IE IN/OUT = 2736.30 BAFFLE = 2733.76 SUMP = 2735.30 IE OUT = 2733.66 6. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) 24.INSTALL 1500 GALLON SAND AND GREASE TRAP W/GRATED LID (OR APPROVED EQUIVALENT). (SG-4) WITH SOLID RIM PER DETAIL THIS SHEET. RIM - 2740.70 CONNECT SG-4 ,SG-5, AND SG-6 TOGETHER WITH IE IN/OUT = 2736.17 18" PVC. SUMP = 2735.17 RIM = 2737.63 IE IN = 2733.76 7. INSTALL 1500 GALLON SAND AND GREASE TRAP BAFFLE = 2733.76 (SG-1) WITH SOLID RIM PER DETAIL THIS SHEET. IE OUT = 2733.66 CONNECT SG-1 AND SG-2 TOGETHER WITH 15" PVC. 25.INSTALL 1500 GALLON SAND AND GREASE TRAP RIM = 2740.82 (SG-6) WITH SOLID RIM PER DETAIL SHEET C0.1. IE IN = 2736.15 CONNECT SG-4 ,SG-5, AND SG-6 TOGETHER WITH BAFFLE = 2736.15 18" PVC. IE OUT = 2736.05 RIM = 2737.84 IE IN = 2733.76 8. INSTALL 1500 GALLON SAND AND GREASE TRAP BAFFLE = 2733.76 (SG-2) WITH SOLID RIM PER DETAIL SHEET C0.1. IE OUT = 2733.66 CONNECT SG-1 AND SG-2 TOGETHER WITH 15" PVC. 26. 80'(L)x30'(W)x10'(D) SEEPAGE BED (SB-1) PER RIM = 2740.87 SEEPAGE BED PER DETAIL SHEET C0.1. IE IN = 2736.15 TOP OF ROCK = 2738.50 BAFFLE - 2736.15 IE - 2733.65 IE OUT = 2736.05 BOTTOM OF ROCK = 2728.50 ESTIMATED GROUNDWATER = 2720.00f 9. 70'(L)x33'(W)x1O'(D) SEEPAGE BED (SB-1) PER SEEPAGE BED PER DETAIL SHEET C0.1. 27.INSTALL 1000 GALLON SAND AND GREASE TRAP TOP OF ROCK = 2738.50 (SG-7) WITH SOLID RIM PER DETAIL SHEET C0.1. IE - 2736.04 RIM = 2740.16 BOTTOM OF ROCK = 2728.50 IE IN = 2736.63 ESTIMATED GROUNDWATER = 2720.00t BAFFLE = 2736.63 IE OUT = 2736.53 10. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER ISPWC SD-601. RIM - 2740.34 LLJ IE OUT = 2737.34 SUMP = 2736.34 O 11. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER cc ISPWC SD-601. RIM = 2739.58 IE OUT = 2736.58 L/ SUMP = 2735.58 u 12. NOT USED. 0, 13.INSTALL 1500 GALLON SAND AND GREASE TRAP (SG-3) WITH SOLID RIM PER DETAIL SHEET C0.1. In RIM = 2740.16 IE IN = 2736.15 BAFFLE = 2736.15 IE OUT = 2736.05 14. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) W/GRATED LID (OR APPROVED EQUIVALENT). RIM - 2739.80 IE IN/OUT = 2736.16 SUMP - 2735.16 15. NOT USED. 16. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER ISPWC SD-601. RIM = 2738.93 IE OUT = 2734.73 SUMP = 2733.73 17. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/SOLID LID (OR APPROVED EQUIVALENT). RIM = 2739.62 IE IN/OUT = 2735.69 SUMP = 2734.69 18. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/GRATED LID (OR APPROVED EQUIVALENT). RIM = 2738.31 IE IN/OUT = 2733.91 SUMP = 2732.91 19. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/GRATED LID (OR APPROVED EQUIVALENT). RIM = 2737.85 IE IN/OUT = 2733.98 SUMP = 2732.98 F OF icy 2-14-22 a 0 Q0 z or- Q Lu Q d G z Q Q 0 Q z X cr- Q Lu W cl:� 0 Q z 0 U I..1� z 0 U KMO ENGINEERING LL' 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 O 0 kmengllp.com L DESIGN BY: TGA/AY 1 DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 z PROJECT: 21-210 SHEET NO. _ J C3.2 Lu a APPROVED )r :: 03 30 /22 e- v. MATCH LINE - SEE SHEET C3.1 ❑ �U INSTALL 16 LF 12" PVC I STORM ®0.22% INSTALL 22 LF 8" PVC STORM ® 0.5% IE 2735.84 5D ® 12" PAD ELEV = 2739.79 ,6 I I I I z of INSTALL 30 LF 12" PVC STORM ® 0.22% 2SD WSD"1,aB 20 1g I INSTALL 104 LF 12" PVC STORM ® 0.22% J PAD ELEV = 2739.13 as.z 1 INSTALL 83 LF 12" PVC STORM ® 2.6% IE 2735.00 I I \-� - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALL 56 LF STORM os.z 1 � as*z l INSTALL I - _ ___ _ E. LAKE HAZEL RD. 0 10 20 40 60 Plan Scale KEYNOTES 1. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) 20. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/GRATED LID (OR APPROVED EQUIVALENT). W/GRATED LID (OR APPROVED EQUIVALENT). RIM - 2741.14 RIM = 2737.33 IE IN/OUT = 2738.14 IE OUT = 2734.21 SUMP = 2737.14 SUMP = 2733.21 2. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) 21. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER W/SOLID LID (OR APPROVED EQUIVALENT). ISPWC SD-601. RIM - 2741.26 RIM = 2737.04 IE IN/OUT = 2737.48 IE OUT = 2734.04 SUMP = 2736.48 SUMP = 2733.04 3. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC 22. INSTALL STANDARD CATCH MANHOLE (MH-11) SD-506A. W/SOLID LID PER ISPWC SD-611. RIM = 2737.35 4. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER IE IN/OUT = 2733.78 ISPWC SD-601. SUMP = 2732.78 RIM = 2740.66 IE OUT = 2737.66 23.INSTALL 1500 GALLON SAND AND GREASE TRAP SUMP = 2736.66 (SG-4) WITH SOLID RIM PER DETAIL THIS SHEET. CONNECT SG-4 ,SG-5, AND SG-6 TOGETHER WITH 5. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) 18" PVC. W/SOLID LID (OR APPROVED EQUIVALENT). RIM = 2737.42 RIM = 2740.67 IE IN = 2733.76 IE IN/OUT = 2736.30 BAFFLE = 2733.76 SUMP = 2735.30 IE OUT = 2733.66 6. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) 24.INSTALL 1500 GALLON SAND AND GREASE TRAP W/GRATED LID (OR APPROVED EQUIVALENT). (SG-4) WITH SOLID RIM PER DETAIL THIS SHEET. RIM = 2740.70 CONNECT SG-4 ,SG-5, AND SG-6 TOGETHER WITH IE IN/OUT = 2736.17 18" PVC. SUMP - 2735.17 RIM = 2737.63 IE IN = 2733.76 7. INSTALL 1500 GALLON SAND AND GREASE TRAP BAFFLE = 2733.76 (SG-1) WITH SOLID RIM PER DETAIL THIS SHEET. IE OUT = 2733.66 CONNECT SG-1 AND SG-2 TOGETHER WITH 15" PVC. 25.INSTALL 1500 GALLON SAND AND GREASE TRAP RIM = 2740.82 (SG-6) WITH SOLID RIM PER DETAIL SHEET C0.1. IE IN = 2736.15 CONNECT SG-4 ,SG-5, AND SG-6 TOGETHER WITH BAFFLE - 2736.15 18" PVC. IE OUT = 2736.05 RIM = 2737.84 IE IN = 2733.76 8. INSTALL 1500 GALLON SAND AND GREASE TRAP BAFFLE = 2733.76 (SG-2) WITH SOLID RIM PER DETAIL SHEET COA. IE OUT = 2733.66 CONNECT SG-1 AND SG-2 TOGETHER WITH 15" PVC. 26. 80'(L)x3O'(W)x10'(D) SEEPAGE BED (SB-1) PER RIM = 2740.87 SEEPAGE BED PER DETAIL SHEET C0.1. IE IN = 2736.15 TOP OF ROCK = 2738.50 BAFFLE = 2736.15 IE = 2733.65 IE OUT = 2736.05 BOTTOM OF ROCK = 2728.50 ESTIMATED GROUNDWATER = 2720.00f 9. 70'(L)x33'(W)x10'(D) SEEPAGE BED (SB-1) PER SEEPAGE BED PER DETAIL SHEET COA. 27.INSTALL 1000 GALLON SAND AND GREASE TRAP TOP OF ROCK = 2738.50 (SG-7) WITH SOLID RIM PER DETAIL SHEET C0.1. IE = 2736.04 RIM = 2740.16 BOTTOM OF ROCK = 2728.50 IE IN = 2736.63 ESTIMATED GROUNDWATER = 2720.00t BAFFLE = 2736.63 IE OUT = 2736.53 10. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER ISPWC SD-601. RIM = 2740.34 IE OUT = 2737.34 SUMP = 2736.34 11. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER ISPWC SD-601. RIM = 2739.58 IE OUT = 2736.58 SUMP = 2735.58 12. NOT USED. 13.INSTALL 1500 GALLON SAND AND GREASE TRAP (SG-3) WITH SOLID RIM PER DETAIL SHEET COA. RIM = 2740.16 IE IN = 2736.15 BAFFLE - 2736.15 IE OUT = 2736.05 14. INSTALL AMCOR 30" ROUND CATCH BASIN (MH-1) W/GRATED LID (OR APPROVED EQUIVALENT). RIM - 2739.80 IE IN/OUT = 2736.16 SUMP = 2735.16 15. NOT USED. 16. INSTALL INLET CATCH BASIN TYPE I (CB-2) PER ISPWC SD-601. RIM = 2738.93 IE OUT = 2734.73 SUMP = 2733.73 17. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/SOLID LID (OR APPROVED EQUIVALENT). RIM = 2739.62 IE IN/OUT = 2735.69 SUMP = 2734.69 18. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/GRATED LID (OR APPROVED EQUIVALENT). RIM - 2738.31 IE IN/OUT = 2733.91 SUMP = 2732.91 19. INSTALL AMCOR 30" ROUND CATCH BASIN (CB-1) W/GRATED LID (OR APPROVED EQUIVALENT). RIM - 2737.85 IE IN/OUT = 2733.98 SUMP = 2732.98 a 0 N Z O N w 1ST F OF icy 2-14-22 J QO z or- Q Lu Q d G z Q Q O Q z X cr- Q Lu W cl:� 0 Q z O I- U z O U lumo ENGINEERING LL' 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 7 kmengllp.com L DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 z PROJECT: 21-210 SHEET NO. _ J C3.3 Lu a z O U D N z O U O LL O z z O U H cn z O U O LL O z z O U H z O U O LL O z APPROVED )r :: 03M,22 1 (37 1 MATCH LINE - SEE SHEET C4.1 E. LAKE HAZEL RD. SATf Fp< 2�oF��k P rF �O 0 F F�CY KENRF� 2-14-22 0 10 20 40 60 Plan Scale a 0 LEGEND �14.29 FINISH GRADE ELEVATION 1.50% FINISH GRADE SLOPE EXISTING GRADE CONTOUR 277 3 — FUTURE GRADE CONTOUR N Z O_ FLOWLINE N L w GRADE BREAK w � SHEET NOTES 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT UNLESS NOTED AS FOLLOWS: RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT CON = TOP OF CONCRETE MA = MATCH EXISTING FL = FLOW LINE GB = GRADE BREAK SW = TOP OF SIDEWALK FG = FINISHED GRADE CROWN = CROWN OF ROAD TOW = TOP OF RETAINING WALL GENERAL NOTES 1. SEE SHEET CO.1 FOR PROJECT NOTES 2. CONTRACTOR TO FIELD VERIFY ALL MATCH ELEVATIONS PRIOR TO ANY CONSTRUCTION. NOTIFY DESIGN ENGINEER IMMEDIATELY IS DIFFERS FROM WHAT IS SHOWN HEREON RT U H Lu w J N QO w N z J u CQ G = or -a W Q G — Z Q O U 0 w w Z g Z 0 ,fi,nn V Q z O U H to Z O U 1Cmo ENGINEERING U- 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 O PHONE (208) 639-6939 7 kmengllp.com L DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: KSK Q DATE: 1-31-22 Z PROJECT: 21-210 SHEET NO. _ J C4.3 Lu a z O U H z O U O LL O z