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HomeMy WebLinkAboutConstruction Drawings 12.21 V1L C C LL C 1 2 3 4 5 CIVIL CONSTRUCTION PLANS FOR VICTORY COMMONS - PHASE 2 CANADA MERIDIAN, ID 1 C.0.00 COVER 2 C.0.01 NOTES 3 C.0.02 LEGEND 4 C.0.03 PRELIMINARY PLAT 5 C.0.04 EXISTING CONDITIONS 6 C.3.00 UTILITY PLAN 7 C.4.00 EROSION CONTROL PLAN 8 C.4.01 EROSION CONTROL DETAILS Know what's below. Call before you dig. MERIDIAN, ID 83642 (208) 895-2520 CONTACT: JAKE MURPHY, PE JAKE. M U RPHY@HORROCKS.COM APPLICANT: BALL VENTURES AHLQUIST 2775 W. NAVIGATOR DR., SUITE 220 MERIDIAN, ID 83642 (208) 319-7388 CONTACT: ROB SUNDERLAGE ROB@BVADEV.COM OWNER: BALL VENTURES AHLQUIST 2775 W. NAVIGATOR DR., SUITE 220 MERIDIAN, ID 83642 (208) 616-1050 CONTACT: KOREY HALL KOREY@BVADEV.COM PROJECT SITE JEY IS THE WEST BOUNDARY OF GOVERNMENT LOT 4, 2660.89'. BEARINGS ARE GRID, DISTANCES ARE GROUND. JRVEY THAT WAS PERFORMED ✓EYOR IN AND FOR THE STATE Y TO CONSTRUCT ALL \CCORDANCE WITH SAID � Vl �y o_ N N w U) U 0 0— MLO ❑ W N Y 69 U7 U O c o t Z� V 3 L z xN W N W J zzW0 W _ Z ❑"~ Of � Z m 7 Q �a� Z_ F ILL LL LL 0 � OW u 0 G F C � Q > ❑ - 0 W � a u c u > w 0 N 0 cG N CIS O Z N N ❑ p 6 Z_ J ❑ !W-1, I-O) fy SS\ONAL ENSFp��F Q� 9 20005 Np12/21/2021r0 OF ✓9cOB MURe�1 N W N a IL U) z� 0Q > o o >W O� t� O Fa II�II� C00000 commons phase 2\project data\02 CAD\2.03 sheet files\construction drawings\ID-LD-4003-21_C.1.0_COVER.dwg - C.0.00 COVER - 12/21/2021 04:36pm, aaron.clements PAGE 1 A B C S GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN CITY SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST MERIDIAN PUBLIC WORKS DEPARTMENT DESIGN STANDARDS AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS COULD BE GROUNDS FOR A STOP 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 ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 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 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 AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 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. 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 FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 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. 11. SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION ACTIVITY ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO IDAHO STATE STATUE 55-1613 12. CONTRACTOR SHALL GIVE ENGINEER MINIMUM 48-HOUR NOTICE PRIOR TO ANY TESTING OR OTHER EVENT REQUIRING ON -SITE INSPECTION OR OBSERVATION BY THE ENGINEER. @R O Know what's below. Call before you dig. I\id-Id-4003-21 bva victory commons 2 UTILITY NOTES SEWER 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. 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, 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 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. PLACE SEWER SERVICE LINES IN A WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES, ETC.). 5. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED AND PRIOR TO PAVING. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 6. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY A THIRD PARTY TESTING FIRM. 7. EXISTING UNUSED SEWER SERVICE LINES SHALL BE DISCONNECTED AT THE MAIN OR MANHOLE. THE SERVICE LINE SHALL BE CUT AT THE TEE ON THE MAIN OR REMOVED FROM THE MANHOLE.. A WATER TIGHT SEAL SHALL BE PLACED IN THE UNUSED INLET OF THE MANHOLE. WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 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, 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 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. PLACE WATER SERVICE LINES IN A PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (SEEPAGE BEDS, DRAINAGE SWALES, ETC.). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 7. EXISTING UNUSED WATER SERVICE LINES SHALL BE ABANDONED AT THE WATER MAIN BY REMOVING THE GATE VALVE AND INSTALLING A BLIND FLANGE. 3 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. CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE 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 NON -POTABLE WATER TAGS. 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. REVISIONS REV No. SHEET No. DATE OF REV DESCRIPTION GRADING & DRAINAGE NOTES ROADWAY 4 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD 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. EROSION CONTROL NOTES 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE SWPPP DURING CONSTRUCTION OPERATIONS. 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. ALL EXPOSED AREAS SHALL BE SEEDED OR MULCHED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE TEMPORARILY STABILIZED BY SEEDING, MULCHING, OR STRAW COVER. 6. INSPECT EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE A WEEK. 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 10. OPERATOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 11. SEDIMENT SHALL BE REMOVED FROM EROSION CONTROL MEASURES BEFORE THEY ARE 25% FULL. 12. PORTABLE REST ROOM SPILL CONTAINMENT: ALL PORTABLE RESTROOMS SHALL HAVE SPILL TRAYS INSTALLED. 13. LIMITS OF CONSTRUCTION SHALL BE PROPERTY BOUNDARY AS SHOWN. PROJECT SPECIFICATIONS AND STANDARDS • CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC, 2020 EDITION. • IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2020). • PROJECT GEOTECHNICAL REPORT PREPARED BY MTI/ATLAS, FILE NUMBER B191814G AND DATED NOVEMBER 14, 2019 NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE JOBSITE DURING CONSTRUCTION. PROJECT CONTACTS DEVELOPER BALL VENTURES AHLQUIST 2775 W. NAVIGATOR DR., SUITE 220 MERIDIAN, ID 83642 CONTACT: KOREY HALL 801-560-7828 KOREY@BVADEV.COM CIVIL ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR., SUITE 210 MERIDIAN, ID 83642 208-895-2520 CONTACT: JAKE MURPHY, PE 208-895-2520 JAKE. M U RP HY@H ORROC KS.COM SURVEYOR HORROCKS ENGINEERS 2775 W. NAVIGATOR DR., SUITE 210 MERIDIAN, ID 83642 CONTACT: RON WRIGHT, PLS 208-895-2520 RONWQHORROCKS.COM FOR STAKING REQUESTS: CONTACT: MARK TURNER 208-895-2520 MARK.TURNER@HORROCKS.COM GEOTECHNICAL ENGINEER ATLAS TECHNICAL CONSULTANTS 2791 S. VICTORY VIEW WAY BOISE, ID 83709 CONTACT: MONICA SACULLES, PE 208-376-4748 LANDSCAPE ARCHITECT BAER DESIGN GROUP, LLC 539 S. FITNESS PLACE, SUITE 120 EAGLE, ID 83616 CONTACT: GREG BAER 208-938-7721 UTILITY CONTACTS WATER CITY OF MERIDIAN 33 E. BROADWAY AVE, SUITES 200 & 204 MERIDIAN, ID 83642 CONTACT: KYLE RADEK, PE 208-898-5500 SEWER CITY OF MERIDIAN 33 E. BROADWAY AVE, SUITES 200 & 204 MERIDIAN, ID 83642 CONTACT: CLINT DOLSBY, PE 208-884-5533 IRRIGATION NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST ST. SOUTH NAMPA, ID 83651 CONTACT: GREG CURTIS 208-466-7861 ENGINEER CERTIFICATION FIRE MERIDIAN FIRE DISTRICT 33 E. BROADWAY AVE. SUITE 210 MERIDIAN, ID 83642 CONTACT: CHIEF PERRY PALMER 208-888-1234 PUBLIC ROADS ACHD 3775 N. ADAM ST. GARDEN CITY, ID 83714 CONTACT: TIM NICHOLSON 208-387-6100 PRIVATE ROADS CITY OF MERIDIAN 33 E. BROADWAY AVE MERIDIAN, ID 83642 CONTACT: WARREN STEWART, PE 208-884-5533 POWER IDAHO POWER P.O. BOX 70 BOISE, ID 83707 CONTACT: VIC STEELMAN 208-388-6320 NATURAL GAS INTERMOUNTAIN GAS P.O. BOX 64 BOISE, ID 83732 CONTACT: MISHELE SINGLETON 208-377-6863 TELEPHONE CENTURY LINK 245 S. CAPITOL BLVD BOISE, ID 83702 CONTACT: MELISSA MENDEZ 208-385-2144 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OR PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. LEGAL NOTICE TO CONTRACTOR USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. 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CUBIC YARD z (n Lu Lu O SERVICE LATERAL cao cao 1 PH C 4/0 cao cao irt�j,i TELEPHONE BOXEll DIA DIAMETER W F H ABcao ABcao 3 PH ABC 410 ABcaio ABcaio ADA ACCESS RAMP TRUNCATED DOMES �Y, TELEPHONE PEDESTAL DWG DRAWING 7 U N ❑T E EAST OR EASTING L p O ABc7so 3 PH ABC 750A ABc-Tso i�tV,i CABLE N BOX TV EA EACH /�/ Q w SEC src SECONDARY src src - LIGHT POLE �, EL EXISTING GRADE/ GROUND �,j� U) RIPRAP =,' '_ v- ELEV ELEVATION rq Q Z sE sE sE STREET LIGHT sE sE sE - - EOC EDGE OF CONCRETE 2 W - -C LIGHT POLE OPT 2 o-O > H EOP EDGE OF PAVEMENT > tt Q GRAVEL LIGHT POLE OPT 3 o-� EP END POINT w ~ ESMT EASEMENT O p EVC END VERTICAL CURVE PATCHBACK ASPHALT \�g�/ GAS MANHOLE O EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION H. r9' © EVP END VERTICAL PROFILE w GAS METER ' EX EXISTING STORM GAS SURFACE FEATURES CO' CLEANOUT CO FE FLANGE END FF FINISHED FLOOR (n w FIG FINISHED GRADE Z O EXISTING PROPOSED EXISTING PROPOSED EXISTING/PROPOSED ��S / SEWER MANHOLE . FJ FLANGE JOINT 0 Q Z FL FLOW LINE Q /. FM FORCE MAIN t j p w UNKNOWN —SD—SD - 9 9 - 9 - - UNKNOWN c c cur cur cur CUT LINE ( IC ) IRRIGATION MANHOLE I R FPS FEET PER SECOND a w a"sa a"sd 41NCH a"sD a"sD N/A 11NCH 1"G r•G ---FILL ----- FILL- - UT FILL LINE \ / FT FOOT FUTURE FEET cD ED :I l IRRIGATION BOX IR GGAS LINE > ED ED -6"sa---6"sd- 61NCH 6"sD 6•sD-2"9---2'9- 21NCH z'•c z'•c LOD LOD LIMITS OF DISTURBANCE / W l GB GRADE BREAK d' a' :a a' :a 8 INCH a" sD a•sD s 9 s 9 3 INCH N/A - - - - DITCH ( W�/ WATER MANHOLE O GFF GARAGE FINISHED FLOOR - 0 sa--- 0 sa- 10 INCH 1o•'SD m•'SD-4"9---4'9- 4INCH 4"G 4"G----GB----- GB ----- GB- — GRADE BREAK GV GATE VALVE N WATER METER w� HGL HYDRAULIC GRADE LINE N ri -12"se---12"se- 121NCH 12"SD 1z•'SIB -s'9---s'9- 61NCH 6"G 6"G HWM HIGH WATER MARK HP HIGH POINT WATER METER OPT 2 WM HRZ HORIZONTAL I, K F­_ 15" sa is" sa 151NCH 15"sD 1s"sD 8' 9 8' 9 81NCH B"G B"G -HWM 1YR HIGH WATER MARK- 1 YEAR EVENT Z cv 0 - � HWM HIGH WATER MARK - N � -i6"sa---i6"sa- 161NCH 16"se 1c'SD-1z"9---1z"9- 121NCH iz•c iz•G —Hi5Y HIGH WATER MARK-5 YEAR EVENT BLOW -OFF BO ID INSIDE DIAMETER (9 _ IN INCH(ES) Z_ - 18" Id-18" Id-18 INCH 18"sD 18"sD nc9 nv9- HIGH PRESSURE HPG HPG —HWM 10YR HIGH WATER MARK- 10 YEAR EVENT IRR IRRIGATION (PRESSURIZED)/ NON -POTABLE < _ FIRE HYDRANT p F K VERTICAL CURVE COEFFICIENT Q p - za" ­--24 " as - 24 INCH za" se 'SD HWM zsvR HIGH WATER MARK - 25 YEAR EVENT W W U O'er% L LENGTH p Z Z Y W - 30" sd - - - 30" sd - 30 INCH 30" SD 3o•' SIB HWM soYR HIGH WATER MARK - 50 YEAR EVENT _ FIRE HYDRANT OPT 2 LF LINEAR FEET W 0 U LP LOW POINT H v5 w O 36" �a 36" �a 36 INCH 3s•• se 3s•• sD HWM 100VR HIGH WATER MARK - 100 YEAR EVENT ' y Y ry O L/S LANDSCAPE p Lu p U d - az" sd - - - az" sd - 42 INCH az" SD az" sD •"• GATE VALVE >< LT LEFT GATE VALVE OPT 2 LVC LENGTH OF VERTICAL CURVE 48" sd 48" sd 48 INCH 48" SD m••SD FENCE -BARBED MAX MAXIMUM ONAL CROSS ME MATCH EXISTING SS\ FNC -sa"aa---sa"aa- 541NCH sa••sD sa••sD ��O O O FENCE -CHAIN LINK MFR MANUFACTURER �Q �YGEN$F - 60" sd - - - 60" sd - 60 INCH so" sD W' SD FENCE - DECORATIVE TEE MGD MILLION GALLONS PER DAY MH MANHOLE 66" �d 66" — 66 INCH M" sD W' SD FENCE - WOOD 90" BEND MID MIDDLE 20005 MIN MINIMUM 12/21/2021 - rz" sd - - - rz" sd - 72 INCH Tz" sD Tz•' SIB WALL - BLOCK 45° BEND MJ MECHANICAL JOINT p O N NORTH OR NORTHING, FRICTION FACTOR -1 P� Id Id LAND DRAIN LD ED WALL - CONCRETE 22.5' BEND N/A NOT APPLICABLE ✓ TF OF II II IS WALL - PANEL 11.25° BEND i--� NTS NOT TO SCALE 910Q M\j WALL - ROCK WYE OC ON CENTER OD OUTSIDE DIAMETER REDUCER OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT Rnv RIGHT OF WAY CAP & PLUG PC POINT OF CURVE WATER COMMUNICATIONS PQC POINT OF COMPOUND CURVE CENTERLINE (ROAD/ENTITY) PH PHASE CURB & GUTTER (/SU,�,,11 �) STORM DRAIN MANHOLE S'D PI POINT OF INTERSECTION EXISTING PROPOSED EXISTING PROPOSED \ PL PROPERTY LINE PARCEL LINE ® AREA DRAIN ROUND ® PRC POINT OF REVERSE CURVE --w---w---w-- UNKNOWN _w_w OVERHEAD CABLE TV cry cry PT POINT OF TANGENCY PROPERTY BOUNDARY ❑® AREA DRAIN SQUARE ❑® PUE PUBLIC UTILITY EASEMENT 3/4' w 3/a' w 3/4 INCH NW Nw bra bra UNDERGROUND CABLE TV Bcry Bcry - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 10' PUBLIC UTILITY &DRAINAGE EASEMENT (P.U.EJ 0 [Ell DROP INLET PVI POINT OF VERTICAL INTERSECTION -1"w---1"w- 11NCH rw rw Q RATE OF FLOW ® CURB INLET ® R RADIUS 1-Vz' • 1-Vz' • 1-1/2 INCH 1-12"w 1-12"w ro ro OVERHEAD FIBER OPTIC Fo FO REV REVISION PAINT STRIPE - SOLID iffilCURB INLET OPT RT RIGHT - z" w- - - 2"­ 2 INCH z•w z• W -bro- - -bm- UNDERGROUNG FIBER OPTIC BFo BFo R/W RIGHT OF WAY W PAINT STRIPE -DOUBLE SOLID F� CURB INLET OPT 3 -3'w---3'w- 31NCH 3•w 3•w S SLOPE PAINT STRIPE - BROKEN SD STORM DRAIN m w m w 4 INCH a•w a•w tel tel OVERHEAD TELEPHONE TEL TEL ®® CURB DOUBLE INLET ®® SDMH STORM DRAIN MANHOLE PAINT STRIPE - BIKE LANE INTERSECTION SEC SECTION 6 INCH 6•w 6•w - bt=I- - - bit— UNDERGROUND TELEPHONE —BTEL BTEL BTEL— SF SQUARE FOOT/ FOOTAGE 8 INCH B•w B•w PAINT STRIPE -LANE DROP CURB DOUBLE INLET OPT 2 S/L STREETLIGHT PAINT STRIPE - LANE LINE EXTENSION SPEC SPECIFICATIONS 10" w 10" w 10 INCH m•'w ID•' W SS SANITARY SEWER GET LET TRAFFIC SIGNAL -DETECTION CONDUIT SD COMBO BOX SD SSMH SANITARY SEWER MANHOLE -12"w---12"w- 121NCH 1z•'W 1z•'w FUT FUT TRAFFIC SIGNAL - FUTURE CONDUIT STA STATION 14' w 14' w 14 INCH 1a•'w 1a•'w I F_ „ o� OIL/WATER STD STANDARD Z LTG LTG TRAFFIC SIGNAL - LIGHTING CONDUIT u n u II O O SAND/GREASE SVE SIGHT VISIBILITY EASEMENT /w Q v+ Q -16"w---16"w- 161NCH 1c•w 1c•w L-�-� S/W SIDEWALK LED LED TRAFFIC SIGNAL -PEDESTRIAN CONDUIT � � _ � J 1e" w 1e" w TA TOP OF ASPHALT 181NCH 18•'w 18"w � \\ _� L Q P R MR TRAFFIC SIGNAL - POWER SOURCE CONDUIT OIL/WATER TBC TOP BACK OF CURB LLJ za" w za" w 24 INCH za" W za"w o " ° ° ° ° SAND/GREASE OPT 2 OO OO OO TBDC TOP BACK OF DEPRESSED CURB O 7 SIG SIG TRAFFIC SIGNAL - SIGNAL CONDUIT L - \-� \�J L 30 INCH 3o•'w 3o•'w --=J TBM TEMPORARY CONCRETE MARK QQ 36" w 36" w 36 INCH 3e'w 3e'w TC TOP O CONCRETE w t TEMP TEMPORARY 48 INCH 4a••w 4a••w FLARED END PLAN TF TOP OF FOOTING W CONSTRUCTION KEYNOTE TAGS TG TOP OF GRATE 5 so" w so" w FLARED END PROFILE TRW TOP OF RETAINING WALL ` J 60 INCH so••w so••w D00 OR D99 DEMO PLAN ® ® TW TOP OF WALL TYP TYPICAL O U n• w n• w 721NCH Tz•'w Tz•'w ® FLARED END SECTION ® UTC UNTREATED BASE COURSE i SERVICE LATERAL G7 OR G9 GRADING PLAN V VELOCITY SIGN VC VERTICAL CURVE > 01 OR 35 SITE PLAN VRT VERTICAL W/ WITH IRRIGATION MISCELLANEOUS BOLLARD WMH WATER MANHOLE 38 OR 50 WATER BH BI--I WTR WATER EXISTING PROPOSED EXISTING PROPOSED 51 OR 85 SEWER BOREHOLE * ALL ABBREVIATIONS MAY NOT BE USED O ----- UNKNOWN IRR IRR DEMO 89 OR 80 STORM DRAIN . TEST PIT O i' irr i' irr 1 INCH 1- IRR 1- IRR -vice- -vice- UNKNOWN PIPE - r i'. - - - r i'. - 2 INCH z• IRR z• IRR - -pt- - -pt- - -pt- - JOINT UTILITY TRENCH JUT 81 OR 90 IRRIGATION TP TP a' a'irr 41NCH a•IRR a"IRR--t------tae-- TOE OF SLOPE —TOE---TOE— OR 93 CABLE TV BENCHMARK 6"irr- 6"irr- 6NQH 6"IRR 6"IRR -tap---tap---tap- TOP OF SLOPE --TOP--TOP--Top- 8 INCH 8"IRR 8"IRR -� -� -� -� - DIRECTIONAL FLOWLINEzild�'__ OR ®TELEPHONE PIPE ABBREVIATIONS* 10"111- 10"111- 10 INCH 10"IRR 10"IRR EDGE OF PAVEMENT �► OR 99 GAS PVC POLYVINYL CHLORIDE 121NCH 12"IRR 1z•'RR---.---.---.---.---.---.- GUARDRAIL RCP REINFORCED CONCRETE PIPE 1e" irr- 1e" irr- 18 INCH N/A--k=---k=---k=---k=- RAILROAD TRACKS 00 CIP CAST IRON PIPE OR UU POWER SECTION CORNER VCP VITRIFIED CLAY PIPE za"ir, 24" !1, 24 INCH N/A 4oso CONTOUR - MAJOR aeon HOPE HIGH DENSITY POLYETHYLENE A OR O MISCELLANEOUS DIP DUCTILE IRON PIPE 30 INCH N/A - - - - - -400z- - - - - - CONTOUR - MINOR a6oz CMP CORRUGATED METAL PIPE 36' irr- 36- irr- 36 INCH N/A SAWCUT LINE - - - - - - - - - - - - CONTROL POINT CPP CORRUGATED POLYETHYLENE PIPE POLY POLYETHYLENE SERVICE LATERAL I I I I CALLOUTS DETAIL REFERENCE ALL ABBREVIATIONS MAY NOT BE USED FF:2752.84 FINISHED FLOOR ELEVATION X DETAIL NAME TBC:2752.85 TBC & TBDC SPOT ELEVATION - SCALE: NTS CmO....02 FL:2752.86 FL & TG SPOT ELEVATION �# PARKING STALL COUNT MATCHLINE STA. XX+XX.XX SEE SHEET PP-XX PAGE 3 a victory commons phase 2\proiect data\02 CAD\2.03 sheet files\construction drawings\ID-LD-4003-21 C.1.2 LEGEND.dwg - C.0.02 LEGEND - 12/21/2021 04:36pm, aaron.clements A B C In 0 OWNER/DEVELOPER BVA DEVELOPMENT 2775 W. NAVIGATOR DR., SUITE #210 MERIDIAN, ID 83642 ENGINEER/SURVEYOR HORROCKS ENGINEERS 2775 W. NAVIGATOR DR., SUITE #210 MERIDIAN, ID 83642 208-895-2520 CONTACT: ROB SUNDERLAGE, P.E. FRITZ BROWNELL P.L.S. SHEETINDEX PP1.0 LOT DIMENSIONS AND EASEMENTS PP1.1 NATURAL FEATURES & UTILITIES PP2.0 SITE PLAN SEWER PROVIDER MERIDIAN WASTE WATER DIVISION WATER PROVIDER SUEZ WATER ROADWAY JURISDICTION I.T.D., MERIDIAN ROAD (HWY 69) ACHD - VICTORY ROAD IRRIGATION DISTRICT NAMPA MERIDIAN IRRIGATION DISTRICT ACREAGE SUMMARY TOTAL - 16.745 ACRES COMMERCIAL LOTS - 16.745 ACRES COMMON LOT - 0 ACRES STREET RIGHT-OF-WAY - 0 ACRES DENSITY ='0.63 DU/ACRE ZONING EXISTING - C-G BENCHMARK CHISLED "X" IN TOP OF CURB AT RADIUS MID POINT AT NORTHEAST CORNER OF MERIDIAN ROAD AND VICTORY ROAD. ELEV: 2659.11' (NAVD 88) 2 I PRELIMINARY PLAT FOR VICTORY COMMONS SUBDIVISION SITUATED IN A PORTION OF GOV'T LOT 4, SECTIION 19, T.3N., R.1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO -2019- Curve Table Curve # Length Radius Delta Chord Direction Chord Length C1 438.43' 655.00' 1 38°21'04" S31°35'05"E 430.29' LEGEND VICTORY RD. VICINITY MAP 1" = 1500' NOTES: - - SUBDIVISION BOUNDARY 1. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PL LOT LINE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF - KENNEDY LATERAL CENTERLINE MERIDIAN. THE PROPOSED WATER MAINS SHALL BE - - - - - - - - - - - PROPOSED EASEMENT CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO - EXISTING EASEMENT PROVIDE SERVICE TO THE SUBDIVISION. 1 LOT NUMBER 2. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE BLOCK BLOCK NUMBER PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED SANITARY SEWER MAINS SHALL BE SECTIONAL CORNER CONNECTED TO EXISTING CITY OF MERIDIAN SANITARY SEWER COS SECTIONAL CORNER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. 0 CALCULATED POINT 3. A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY THE DEVELOPER, OR ASSIGNED, WILL BE INSTALLED TO SERVE THE LOTS. 4. THIS PROPERTY IS LOCATED IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), FEMA FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER 16001CO234H, REVISED FEBRUARY 19, 2003. 5. STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN UNDERGROUND SEEPAGE BEDS ON -SITE IN ACCORDANCE WITH CITY OF MERIDIAN, ACHD, AND NAMPA MERIDIAN IRRIGATION DISTRICT REQUIREMENTS. 6. DIRECT ACCESS FROM KUNA-MERIDIAN ROAD IS PROHIBITED. SUE ANN %1 MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH MEGRAN \J THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION R.O.W. EASEMENT REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL PER WARRANTY BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR DEED INSTRUMENT NO.8515425 REQUIRED. IN THIS AREA 7. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO (LIMITS UNDEFINABLE) CODE SECTION 31-3805 CONCERNING IRRIGATION USE. CHRISTOPHER 8. THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO MURRAYo CODE, RIGHT TO FARM ACT WHICH STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY EMILIO FANFAN CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 0 NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN 9 w =J v1 ^ o OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE �o N OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT O m C° THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS m rn w w OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ¢ a AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR Cl) o EXPANSION THEREOF. ~ o U C) 0 9. ALL LOTS IN THIS SUBDIVISION ARE SUBJECT TO CROSS ACCESS o cc z / I \ MAJESTIC POINTE HOMEOWNERS ASSOCIATION 12 J DEANNA FOLSOM I *, i 3� I I I I I I I I i I I �43 JAMES WASHBURN j" q, / o / ❑wm wn a >_ / mWw� z / z z<z 1,00 0 i � 2 LU o- o w _ In In � 1.16�AC (PROPOSED 20' WATER EASEMENT I.D. PER � OS INST. # 109137990- JENNIFER TRISTAN O R it C � •r iglu KURT GUTHZEIT 0 60' 120' / 8 / 3.05 AC SCALE: 1" = 60' 4 37'29"W 32.14' BLOCK 2 53°22'31 "E 21.56' OBSERVATION POINT SUBDIVISION, BOOK 84, PAGES 9276-9278 S89°31'31"E 18.52' \2/I 18' P.U.I.D.EASEMENT SO°29'16"W 361.15' PER MUSSELL CORNER - 10' P.U.I,C. P6t ROS INST. # 109137990 79, 9 0l 1.53 AC I A.STORM I EASEMENTNT INST. #104068411 I , 6 \ SANITARY SEWER AND WATE RANDY LASHER EASEMENT INST. No. 1090 BLOCK 2 CINDYROWL AND / , ryPti I 7J 48' T w. v16 a�S 1a21s PROPOSED 20' WATER EASEMENT r- RL--- �1<--------- I 1 229r - - I I I I 1 I LO co 1 j 10 to 1 1.00 AC I I - - 20' TEMPORARY STORM & WATER NV KENNEDY LATERAL - / DRAINAGE EASEMENT INST. No. 108125845 �• / PROPOSED 31' PROPOSED 20' 00 \0 _ I I CROSS ACCESS U) CHRISTOPHER \� q 1 / I NGRESS-EGRESS WATER EASEMENT / iCROS WIICCESS DTH VAR ESEASEMENT EASEMENT \ \_/ EASEMENT INST. No. BOTHWELL �JO� ` 105175653 f g .(PL _ 232' PL � ham-92 �0� . /--- - 216' _ __------- -_ PER MUSSELL SUBDIVISION PROPOSED 20' WATER EASEMENT 7 JOIE- WHITE / / 7 v PORARY TURNAROUND 0 Q' 8j, / 1.17 ACIENT INST. 108125846 / 11 T 1.26 AC 1 10 ^� Z NATURAL POND No. DAVIDAMOLD / �� \ /30'KENNEDY LATERAL EASEMENT 105175654 O\C\ PER MUSSELL CORNER SUBDIVISION / \ \ I r I \ \ \ 279' b RM �'C' GQ �' �, ✓I \ 36\ PL 223' PLI I M EASE MENTINST. TO04068411 DO BALD COOK P) 5 \ \ 1 �2.42 AC I �� _� :�2jFtij�. TP ---_V----------------- BLOCK 1 INGRESS -EGRESS I o NO 0000E 159.17 EASEMENT INST. No. I v 1 105175653 1 ti° 12 1 � � PROPOSED 30' 0.93 AC 41) V P.U.I.D. EASEMENT I \ \\ V IN 00 I \ 53' ST 00 _0.86 AC j 1-- - - - - - - - - '37"E 110.06' z, NOT APART NO°38'28"E 169.52'2' /-�89°04'23"W 51.53' CROSS ACCESS EASEMENT INST. No. 105175653 Y / _ � I 1 � I of - - - - - -- _of - - (14 �N N N Qo 04 � � � N �N 1 1 w NOT A PART I I L �a I I � aw AND PARKING EASEMENTS. 10. PRESSURIZED IRRIGATION LINES TO BE CONTAINED WITHIN 10' I 326' I _ " _ _ 280' _ _ 235' MINIMUM EASEMENT WHEN LOCATED OUTSIDE OF PUBLIC NO°38'28"E 840.22. UTILITY EASEMENT.' _ COMMON USE SEWER AND WATER EASEMENT INST. No. 1050859317 O V,o-----'t-------------� o - - - - - - - - - - ------------ - 1331' %I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- s0°38'28"W T.3N., R1F. 24 133ERI T.3N., R1W. FND. ALUMINUM CAP, S. KUNA-MERIDIAN RD PLS # 884 (STATE HWY 69) C.P.&F. # 9149706 48' C) N e) Iq RICO 19 30 24 25 ALUMINUM CAP, C.P.&F. # 114024259 oU)C-O C,U0 NYOO FZI oZ�LN N W J OLU Z U)_ w�F- Z ❑ CN 0 N LL <O z m❑U) Q �'Qz z W L� Q 0 0 z W 0 to a < j ❑ o W ° � a >LU o N N clJ CD LL o � z o d z � � LU LU U z ❑ o Uo� a 4� oF � SFO �SN \GENG 20005 N�12/21 /2021r0 9TF OF SOP l 9c08 MURe� Q a G J LU I II�II� CmOmO3 PAGE 4 commons phase 2\proiect data\02 CAD\2.03 sheet files\construction drawings\C0.03 PRELIMINARY PLAT.dwq - C.0.03 PRELIMINARY PLAT - 12/21/2021 04:36pm, aaron.clements r_1 [a] / PO4 / D °a \ / P03 P03 \ o / / 2 s e / u O6 / 4 �w —e•w�--e..w— g..w— a� , P08 \ \ a \ \ Lj I OI Jp I ' 0 r \ I \ I I I I I \ I , /h\---LOD----------- LOD ------- LOD -- 5 r EXISTING POND i��lyy I r r r- _ 1%` — O a01 d O �_ - -- ___--- �yP07 ✓ /_7 _ /_/7/_/T//- T//-r --/-�--J-_/- /17/_- /17/_- //-T//-r- II � - 0 TL- 'V I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ I P07 II I .i I I _ P07 EXISTING BSJLOING 2M-C6.INC. ----- 5 -- � DO, I t, _-_ -L�/1<LL/ PO ���h�,\o• II I°. a s sr .� ;. rj I II \- - \------II II ill J I \ I I I yyi�y ,� I s \ ° ; ^ • . . . ° d e° • ` I I II II I I - =��` II n a s J M �y y , -------'3\ I y -------- f --1 - ===-I --------------- �\ .I 0 � I IIII v vvvv v � O J I \\ °a °l\�` - ® r ---- ------ o p d Po7 D0, \ --- --------------- _-� ___---------- _-- _ -- - •o � P03 P07 <r -�r.-$ -'rr- P05 P0T I rr -________________0_____________________- ___ ------ _------- -------- __-_________ _ -•/ ��----'hi - ________________ rr9stl P02------ °� _ - stl _- - --"-- -° _ 1 a / / _ _ s _ _ _ _ d _ _ _ - _ _ - _ ---- _ _ - - -- _a _ _ _ --_ _ \L-_ _ _ _ _ _ _ _-- S - -------/f__- - �ira�' - - - btel- - _ - _ - -Biel = _ - - biel_ _ btel - _ btel- _ _ _ _ _ _ Well = _ biel _ = biel _ _ _ _-_btel =_ _ _ ___ -b el === === -�_ YRD =----- -Poar--- _-_- _--- --—__________________ _____ _____ __-- ---- �_ ---�-----_ =-- _------ - -' F IMF W VICTOR - - 9 - - - 9 - - - 9 9 - - 9 - - - 9 - 9 - - - - 9 9 - a - 9� 9 9 9 9 - - - - - 9 - - - - 9 - - 9 - - - - +- --�- w pIII/ O 0 I ° g R O C V/ 1/1 w o O O li'� rV, 111���111 N � W U �N �� E N o M LO U � =z 0)co ° a GjNEF' p)Ca 03 O ICI (a=p 00 0 30' 60' ZZ N SCALE. 1" = 30' O LID z r- N PROTECTION KEYNOTES W Po, EXISTING CURB AND GUTTER (PROTECT IN PLACE) N J r n V zw Z ZLu w Poz EXISTING SIDEWALK (PROTECT IN PLACE) Z 0N~ LU (C Z Poi EXISTING UNDERGROUND UTILITY (PROTECT IN PLACE) ¢ O Lu w Poa EXISTING STORM DRAIN CATCH BASIN (PROTECT IN PLACE) p o Pos EXISTING FIRE HYDRANT (PROTECT IN PLACE) Poe EXISTING BUILDING (PROTECT IN PLACE) � w w Ofa a p w w w w Poi EXISTING TREE (PROTECT IN PLACE) w w T w Poe RELOCATE EXISTING WATER AND IRRIGATION AS NEEDED TO HAVE V MIN CLEAR OF N PROPOSED STORM DRAIN. N (+j N 8 0 � z � � w w Z ? Y w DEMOLITION KEYNOTES Do, EXISTING ASPHALT, SAWCUT FULL DEPTH (TO BE REMOVED) Sg\ONAL Q�oQ �\GENgFO 2000 ,p 12/21/2021r0 ✓ 9TF OF 'COs MURe� FN�i yF� \OP � N uj (A a x IL U) O z O : 0 O U 0 rV O Z SHEET NOTES: X 1. CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & /1/ w ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2. ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE O REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED 11/14/2019. 3. CONTOURS ARE SHOWN AT V INTERVALS. V 4. CONTRACTOR TO REMOVE ALL REMAINING ROCK MATERIAL. 5. NO DEMOLITION TO BE PERFORMED ON LOTS 9-11 OF THE VICTORY COMMONS SUBDIVION OR LOTS 3 OR 4 OF THE MUSSELL CORNER SUBDIVISION. commons PAGE 5 0 3 4 5 I_1 B [a] D FUTURE 54 SSMH-4 IMPROVEMENTS RIM: 2642.57 INV IN: 2641.38 8" (SE) EX. INV IN: 2639.50 8" (NE) EX. INV OUT: 2639.508"(SW)/ /y STRU7C)RE-(241) / �L — — — / FUTURE \ IMPROVEMENTS \ j \ F SSCO-3 ls7 RIM: 2645.45 INV OUT: 2643.14 4" (SW) o / i \ \ 5� � 44LF OF 4" S.S. @ 2.00 % 53 22 B., \\\ ^ O,9 \� SSMH-5 6 \ RIM: 3 INV OUT: UT:2642.30 8" (NW) 9' OF 6" C900 PVC 27 FUTURE IMPROVEMENTS I M O I I 22 20' OF 8" C900 PVC O I f, 6�J Q20' OF 8" C900 PVC J 23 (L 0 m U ro LL O, to 22 I Q rJ I FUTURE IMPROVEMENTS \ FUTURE IMPROVEMENTS LOD LOD sa sd' LOD te , -------------- ---------------------------- EXISTING POND-wi*F1,11- 0 I I [ Q Q 01 4 01 _J 25' OF 6" C900 PVC@ M / *11151 b 1 ---------�11.'h — --- —JI 10, OF 6" C900 PVC _ 7/T/T//r /7//7//7/T/T//T ` O k 23 / 1_1_L_L_�//_//Z- _1_L_L_�_/ / 5 a 1 J, ---------------------------------3-/-I� FUTURE / IMPROVEMENTS a 33' OF 8" C900 PVC 22 I I �I FUTURE EXISTING BUILDING z�� — I IMPROVEMENTS / 25 2M CO. INC. S 5a SSMH-2,+ r RIM: 2648.27 O �J INV OUT: 2639.43±8" (S) c d /JL — — — — — — — — — — — —V CCC SSCO-1 V D Ir J /T y y� r _ _I I -I I_ _ _ ._ _ _ RIM: 2649.86 a r C _ _ 1 TZ///� INV OUT: 2644.41±4" (E) m I / / / II r lq30LF OF 4"S.S.@2.00% I oil1\ II O \\ r1----=-------------------El --=--11 11=== II J II II ? II p 11 I C&1 o 22 I `\ II Ll f""will @ � v I I I Fo � II I O �� I s0 SSCO-2 yW��ll y1 Q II �� RIM: 2649.06 --- -- INV OUT:2640.72±4"(S) _______----- � -- ------ 52 zo O ------------------------------------------ — - - - -— ______________--_==wl,-====___------ I' a — — — — E4,1-*111-r SH � -- e --- ��I`\ L � T -O b�v---4�-----------------°-4-----1 -----II---a------ ----@� --- -- s------"—---Oa_��,_ o- a ° a _ ___ _ _ __ __ _ tl11 __ b stl ___ _ _ — _ _ — — — — _ EX SSCO 57 —\ — — btel = — — = b(el — —=-=btel = _ _ _ — btal = _ _ _ —btel = _ _ _ _ = btel— _ —b _ _ _ _ N - btel — btal _ _ _blel — — b— - ----__--_—_—_____— _—_ _ _ _ _ _ _ _ _ _ _ _ _— _ _ _--_ _-- _----_ _ _ _-----_ _ _—.—_ _ _——_ _ _---_ _ _---_ _ _ _ _---- — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3- RIM: 2640.12 ---- ----- -- --- W VICTORY RD INV IN: 2638.93 8" (N) a --- 9 9 --- 9 --- 9 9 9 --- 9 -- 9 T—EX. INV OUT: 2636.63±6"($)9 --- 9 --- 9 ---- 9 --- 9 — 9 -- 9 9 — — 9 -p -- --— 9 — — — — 9 — — — — 9 — ---w --w— —w—� w---w— w---w _ w w --"•— w-- "• --"•— w---w --w— w---w --w— —w-- w---w Q —` — — I \ Q 53 I ss SSMH-3� I \ RIM: 2643.93 0 INV IN: 2643.08±4" (N) I / EX. INV IN: 2625.13±24" (E) lPPll/ EX. INV OUT: 2625.13±24" (W) n —_ ss — ss _— ss — �, Lal WATER KEYNOTES zo REMOVE TEMPORARY BLOWOFF AND CONNECT TO EX. 8" WATER STUB INSTALL 6" FIRE LINE AND FIRE HYDRANT ASSEMBLY, (CITY OF MERIDIAN STANDARD DETAIL W8) 21 EXCAVATE TRENCH PER ISPWC SD-301, BACKFILL PER ISPWC SD-302 CLASS B-2 BEDDING SYSTEM 2z INSTALL 8" C900 WATER LINE PER PLAN EXCAVATE TRENCH PER ISPWC SD-301, BACKFILL PER ISPWC SD-302 CLASS B-2 BEDDING SYSTEM 0 INSTALL 8"X8"X8" TEE THRUST BLOCK (ISPWC SD-403) za INSTALL 8" GATE VALVE zs INSTALL 8" 45' BEND WITH THRUST BLOCK (ISPWC SD-403) SEWER KEYNOTES 5o INSTALL SSCO (ISPWC SD-506) 51 CONNECT TO EXISTING SSCO AT ELEVATION EQUAL OR HIGHER THAN EX. INV OUT 52 INSTALL 8" SANITARY SEWER PIPE PER PLAN EXCAVATE TRENCH PER ISPWC SD-301, BACKFILL PER ISPWC SD-302 CLASS A-1 BEDDING SYSTEM 53 INSTALL 4" SANITARY SEWER PIPE PER PLAN 5a INSTALL TYPE A MANHOLE (ISPWC SD-501) se INSTALL DROP MANHOLE (ISPWC SD-504) O N a) (n O U M Lo 0 00 N Y U O O p1 C O j W L (a i N zZ LID N N W J z Z W wn Wes° _ Z 0N~ 0 LU z co Q Sao =W? LL 0 Q 4SS\ONAL FNG Qom-" �\GENSFO �yF� 2000 Np12/21 /2021rp 9TF OF \OP k gCOB Mid Cm3mOO w w x w w O Z w w 7 (w w T commons PAGE 6 1 2 3 4 5 I_1 B N _ ,\ \ I \ \ II \\ \ Q I D \' J I \ \ I I I II \ \\ I I I II 1 \\ \ I I I \ 1 \ \ 1 \ \-----------' ' \ \ I — Ik L I ' — I i\ a y� i„y,v \�` .�,y✓h���/ y�I I y\�I `\ \ I s-���Ihb°'���y\e\ I = IIII q II II J/rII _— II l /,hIIIl II 110 EXISTING ff All, PONDQI�——----------------- - :Z T L '45X51 o 0 ---------------------- - r'I o _ - ----- ------ -- ---------- ------ -- - -g ----------------- W VICTORY RD I i � I elf\ \` \ 0 O -/IIIII I+IIIIIII eIIII I IIIII III �265IIII \II I II I -II I,II I1 II 1II II I 1I I I II II 1 /\1 1 III ' \ \— \ \_ \ \ \ \ \ \1 1\X \` LOD LOD LOD _ a01 1001 O OO ' 1� I II -z1_1__LL/7—/Z EXISTING ByJLDING 2NYC6. INC. d� L L I /�T— O M + II I Li / / / 0 ------------------0---------------------------------- --- a----44---�--------------a1-----1--------d---I-- - ------------------- - — btel btel _ — blel — — _ = blel _ _ _ __=btel— _ _ _ ,b _ _ — bW11 — - -_ _- =- __________________________ ---__ _ - r O ■M9901111111 - SF SF SILT FENCE SEE DETAIL SHEET C.6.1 — — — PROPERTY BOUNDARY V LOD LOD LIMITS OF DISTURBANCE DIRECTION OF EXISTING OVERLAND FLOW of INLET PROTECTION SEE DETAIL THIS SHEET �❑�lll PORTABLE TOILET CONTAINMENT ® JOBSITE DUMPSTER CONCRETE WASHOUT AREA Z O W fA Q j ■ STABILIZED CONSTRUCTION ENTRANCE W i EROSION AND SEDIMENT CONTROL CONSTRUCTION NOTES 1 ADDITIONAL SILT FENCE SHALL BE INSTALLED TO PROTECT THE RIGHT-OF-WAY IF EXCAVATION ACTIVITIES IMPACT EXISTING CONDITIONS WHICH COULD ALLOW STORMWATER RUNOFF TO CARRY SEDIMENT INTO THE RIGHT-OF-WAY. 2 INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN INLETS, 2 BAGS HIGH PER IDEQ BMP31. ALL SILT TO BE REMOVED REGULARLY STABILIZED CONSTRUCTION ENTRANCE PER IDEQ 3. BMP 37-39 AT ENTRANCES AS SHOWN. 4 CONSTRUCT SILT FENCE/PRESERVATION PER IDEQ BMP 63-68 APPROXIMATE QUANTITY SUMMARY STABILIZED CONSTRUCTION ENTRANCE 1 EA STABILIZED STAGING AREA 1 EA CONCRETE WASH OUT 1 EA WHEEL WASH 1 EA INLET PROTECTION 3 EA LIMITS OF DISTURBANCE 1.14±AC PROJECT ACRES 1.14± AC 0 N N U) O 0 M N occ) N Y O O c O j W L m a) v Z al § 3 LO r` N N W J ZWtn U) F 0 (V F O of LU Z 0¢0 U) LD < = W Z H � LL � O SS\ONAL FNG Q�oQ\GENSFO 20005 ,p 12/21/2021r0 9TF OF \OP -1 9�Qa MURe� N uj U) Q IL 19 0 Q J J z 0 0 0 I_LI F �� 11111 Cm4mOO F- w W 2 to w 0 0 z W z w (D w m 1 1 PAGE 7 commons phase 2\project data\02 CAD\2.03 sheet files\construction drawings\ID-LD-4003-21 C.6.0 EROSION CONTROL PLAN.dwg - C.4.00 EROSION CONTROL PLAN - 12/21/2021 04:38pm, aaron.clements A B C 0 PQ \ C RADIUS = 25' MIN. - � 50' LONG BY 20' WIDE OHO OF ORF-`5 3-6" CLEAN ROCK, P p'(� AUTHOITY MAY LE sSro REQU REINGEOTEXTI FABRIC TO PREP PREVENT SUB -SOIL PUMPING. SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED MIN. DEPTH 1. USE 2 STAKES PER BAG. STAKES MAY BE OMITTED IF BAGS ARE PLACED ON PAVEMENT SURFACE. 2. OVERLAP ALL BAG JOINTS 6". 3. AREA DRAIN MAY BE SUBSTITUTED FOR PREFABRICATED FILTER INSERT WHERE APPROVED BY ENGINEER. CONSTRUCTION ENTRANCE f p- Corw oft Waste mawg9m to Cara[ o-I—Es f,'7t: catu.,cNt yu " • t eeing PrpcElpeE °io'"°g'A � �I� ...... • Contain Waste • PAnemixe Dish,rbed Areas • Stabtl¢e Disn,betl Areas • fiotectSbpe0Channels • control Site Perimeter • Control In+emal boson wCRIPTION: Recent a reduce me discharge of to storm water Fran concrete waste -site, all ng o onste washout'si o tlesignated area, by coaining g,bl —t ac'"sp arltl raining empbyees and s„xonr«ton. ye s an A"TICATIONS�: Re, f hrnqu is dppliccible to all types of dies. ""�"'•" ""' ""�" �' MSTAIANON/APPEICATION CRITERIA: Store any and wet materials under cover, away from dim[loge areas. Maid mOing excess amounts of resh concrete a cement —4, Perram washout of concrete rUcla off -site or in desgnated areas only. Do not wash oW concrete trucia into storm drain, open ditchesstreets. o, . r :ream:. Do not allow excess concrete to be dumped on -site, a ceot in designated when washing concrete+o reroye fine po tides and expose the aggregate. TARGETED pOa1RANR cad aeafing v ff by draining the water within a bermed a level died. !See Earth Berm Bonier information sheet) ■ ngn "Paat Train empia, a and wbcor,trocton in proper concrete waste mas.gernerd. i m imlw<t IeAnAPONs: 1..." —speas Off -ale washout of concrete wastes My not always be possible. • sea�ent • ru+�enn r AIWENANCE: •rev<mmenis Inspect subcontrocton to enure that concrete waste are being appeify • ai a crevu managed. onwera �emereo- katlng a temporary pis. dispose hardened concrete on a regular basis. IMPEEMEIIEATION REGM—EN@ • Capra toss an • Wrote ce • 16r� ■Ngh o meeur�. 2 3 1. SET THE STAKES 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3'MAX. A A B 01 X NOTE: POINTS A SHOULD BE HIGHER THAN POINT B.\����� DRAINAGEWAY INSTALLATION (FRONT ELEVATION) C11 T CCAI!`C 4 EROSION AND SEDIMENT CONRTOL NOTES: 1) BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. 3) FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. 5) INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. 6) CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 7) AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN THE NUMBER OF DAYS OUTLINED OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. 8) LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9) DISCHARGE FROM THE SITE WILL BE DISAPPATED THROUGH OVERLAND SHEET FLOW AND IN A TEMPORARY INFILTRATION BASIN. 10) THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. 11) COORDINATE TIMING OF SWPPP WITH CONTRACTORS. NOTES 1. CONTRACTOR SHALL PROTECT CONSTRUCTION FENCE AT ALL TIMES DURING CONSTRUCTION. IF AT ANY TIME THE FENCE NEEDS TO BE REMOVED OR ADJUSTED, A TEMPORARY PROTECTIVE MEASURE TO ENSURE PEDESTRIAN SAFETY AROUND THE SITE IS INSTALLED. FENCE OR EQUAL SHALL BE REPLACED DURING ALL TIMES OF OUTSIDE OF CONSTRUCTION HOURS. NUo064 oNoL_Cu Fo��i oZt`N11 N w J Z z w O WI-O ~ Z O 0 N III <�z n/ LL m U) Q z LL O 0 N N o CD o z N O p z Ow w U ¢ w U3 O Of 0 0 o v rS\ONAL fM �\GENSF� 20005 (p 12/21/20210 1ie of: ✓9CO13 MURe�I 2. CONTRACTOR SHALL COMPLY WITH IDAHO STATE DEQ REQUIREMENTS FOR DUST SUPPRESSION DURING CONSTRUCTION WHICH INCLUDES IMPLEMENTATION OF "REASONABLE PRACTICES" TO MINIMIZE AIR BORN CONTAMINATES FROM SITE. (MAY REQUIRE WATER SUPPRESSION, MISTING IN SCRUBBERS, ETC.) Lu 3. ALL OFF -HAUL OF MATERIAL SHALL BE ACCOMPLISHED THROUGH A SUBMITTED TRAFFIC CONTROL PLAN ALLOWING LOADING AND UNLOADING OF VEHICLES IN TRAVEL WAYS. PLAN SHALL BE APPROVED BY CITY OF BOISE AND CCDC NOTES: PRIOR TO DEMOLITION. 1. LOCATE PORTABLE TOILETS IN CONVENIENT 4. TRASH BINS SHALL BE PROVIDED FOR PLACEMENT LOCATIONS THROUGHOUT THE SITE. OF CONSTRUCTION DEBRIS C0 COMPACTED EARTH 2. PREPARE LEVEL GRAVEL SURFACE & PROVIDE 5. CONTRACTOR SHALL SWEEP CLEAN ANY DEBRIS OR SOURC CLEAR ACCESS TO THE TOILETS FOR SERVICING SEDIMENT FROM ALL PUBLIC HARDSCAPES Z Do & FOR ON -SITE PERSONNEL. ® (SIDEWALK, ROADWAY) FOLLOWING ANY SIGNIFICANT SPILLING OR TRACKING AND AT A C ppN �TENT/AL\ A Z Q INFNT�s� 3. CONSTRUCT EARTH BERM PERIMETER (SEE MINIMUM AT THE END OF EACH CONSTRUCTION DAY. p EARTH BERM BARRIER INFORMATION SHEET) U CONTROL FOR SPILL PROTECTION LEAK (OR 6. ALL HAZARDOUS MATERIAL THAT IS TO BE C 2 PROVIDE SECONDARY CONTAINMENT, I.E. DRIP TRANSPORTED SHALL BE LOADED OR UNLOADED IN c PANS). A CONTAINED AREA THAT IS CAPABLE OF O 'OMPACTE RESTRICTING CONTAMINATION OF SURROUNDING EARTH AREAS. MITIGATION PLAN SHALL BE PROVIDED FOR ALL POTENTIALLY HAZARDOUS MATERIAL SPILLS. GRAVEL PAD 7. SOME EROSION CONTROL MEASURES HAVE BEEN ESTABLISHED DURING EARLY DEMOLITION WORK. CONTAINMENTS EARTH BERM GRAVEL PAD CONTRACTOR SHALL TAKE RESPONSIBILITY OF ALL EROSION CONTROL INCLUDING THE EXISTING O MEASURES. / PORTABLE TOILET U) J W 0 J Z O O r V/ 0i LL I Cw4m0l commons phase 2\protect data\02 CAD\2.03 sheet files\construction drawings\ID-LD-4003-21 C.6.0 EROSION CONTROL PLAN.dwq - C.4.01 EROSION CONTROL DETAILS - 12/21/2021 04:38pm, aaron.clements PAGE 8