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CC - Construction Drawings 1 2 3 4 5 Vl � o_ CIVIL CONSTRUCTION PLANS U W �M Locn o_Z 6 co N 0 9 6 U FOR oCU mC CU 5 Z � V 3 VICTORY COMMONS PHASE 2 0 z r rj , W N CANADA MERIDIAN, ID c� N F- < J z Z W 0 BOUNDARY _ W F Z N~ ty W Z m (n Q(.7 BONNER F z z BASIS OF BEARING: LL O THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST BOUNDARY OF GOVERNMENT LOT 4, 0 �� 1_84 TAKEN AS N00'38'36"E A DISTANCE OF 2660.89'.BEARINGS ARE GRID,DISTANCES ARE GROUND. V w Z KOOTENAI 2 I so � w U) SURVEY NOTE: � Z BENEWAH THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED > SHOSHONE W OVERLAND RD W o ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE a W OF IDAHO.IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL w LATAH o o STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID > rwn O SURVEY. CLEARWATER U z NEZ PERCE Of o 7 N / Q BENCHMARK: Q BM o N o 1LEWIS z CP#3 z EN J Y ELEV:2656.529' C� N N:697389.972' Z E:2454912.933' u FOUND:5/8"IRON ROD WITH PLASTIC CAP Lu Z Z LU w IDAHO „. W U U Of W VICTORY RD ¢ W _ 0- 1 ❑ �J E VICTORY RD U a LEMHI �v S�\GENg�O/yF ADAMS '9 • .` Q P f VALLEY � 20005 N 12/21/2021r0 �TF OF\OP 1 WASHINGTON ,� `2 0 9COB MURe� v/ 75—- CLARKS 0 CUSTER' FREMONT PAYETTE GEM BOIS - s 52 BUTTE 3 MADISON CANYON JEFFERSON TETON BLAINE 2 6 CAMAS 6 z VICINITY MAP z BONNEVILLE Z ADA ELMORE 2s z (o �8 ^�, h BINGHAM C _r - PROJECT AREA v GOODING LINCOLN O f NW 26 n z ` 1011 W Z L.L CARIBOU Y O OWYHEE JEROME MINIDOKA POWER 30 V) BANNOCK Q _M1 r ... _ BEAR LAKE TWIN FALLS CASSIA ONEIDA � FRANKLIN 1 � • 1 W VICTORY RD '/� NEVADA UTAH Z XQ � STATE MAP ° 0 o ...- > U SHEET LIST TABLE ENGINEER: § Page# Sheet Number SHEET TITLE HORROCKS ENGINEERS 2775 WEST NAVIGATOR DR., SUITE 210 C.0.00 COVER MERIDIAN, ID 83642 2 C.0.01 NOTES (208)895-2520 PROJECT SITE 3 C.0.02 LEGEND CONTACT:JAKE MURPHY,PE 4 C.0.03 PRELIMINARY PLAT JAKE.MURPHY@HORROCKS.COM O 5 C.0.04 EXISTING CONDITIONS APPLICANT: ♦�, 6 C.3.00 UTILITY PLAN BALL VENTURES AHLQUIST v 7 C.4.00 EROSION CONTROL PLAN 2775 W.NAVIGATOR DR.,SUITE 220 • 8 C.4.01 EROSION CONTROL DETAILS MERIDIAN, ID 83642 • (208)319-7388 R CONTACT:ROB SUNDERLAGE 1 ROB@BVADEV.COM OWNER: BALL Know what's below. 2775W. NTVIGATOURES DR., 2775 W.NAVIGATOR DR.,SUITE 220 Call before you dig. MERIDIAN, ID 83642 CONTACT:KOREY HALL KOREY@BVADEV.COM C00000 PAGE 1 H:\12021\id-Id-4003-21 bva victory 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 1 2 3 4 5 Vl � o GENERAL NOTES UTILITY NOTES UTILITY NOTES GRADING&DRAINAGE NOTES PROJECT CONTACTS UTILITY CONTACTS ' W N E SEWER IRRIGATION ROADWAY DEVELOPER O R WATER U NU 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE w M CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY 27g75 W.NAVIGATOR DR.,SUUIST CITY ITE TE 20 33 E.BROADWAOY AVE,SUITES200&204 0 1 `p V CONSTRUCTION(ISPWC),THE CITY OF MERIDIAN CITY SUPPLEMENTAL z 6 0 SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS),MERIDIAN 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM MERIDIAN,ID 83642 MERIDIAN,ID 83642 DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY STANDARDS IN THE WASTEWATER RULES(IDAPA 58.01.16)AS WELL AS THE OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONTACT:KOREY HALL CONTACT:KYLE RADEK,PE _m °O `o 801-560-7828 208-898-5500 I"1 > '- DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION. KOREY@BVADEV.COM Z a) N 3 TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF CONSTRUCTION NOTE NO.1. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY 9 1 C7 g `J THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. CIVIL ENGINEER SEWER LO SPECIFICATIONS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO HORROCKS ENGINEERS CITY OF MERIDIAN O z NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS 2775 W.NAVIGATOR DR.,SUITE 210 33 E.BROADWAY AVE,SUITES 200&204 C"!A 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST MERIDIAN PUBLIC IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS MERIDIAN WATER DEPARTMENT. SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE MERIDIAN,ID 83642 MERIDIAN,ID 208-895-2520 CONTACT:CLINT DOLSBOLSBY,PE W WORKS DEPARTMENT DESIGN STANDARDS AND CITY OF MERIDIAN NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN PUBLIC RIGHT-OF-WAY. CONTACT:JAKE MURPHY,PE 208-884-5533 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC ON SITE OR READILY TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL 208-895-2520 ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE JAKE.MURPHY@HORROCKS.COM N W WEBSITE).FAILURE TO HAVE ACCESS COULD BE GROUNDS FOR A STOP CLASS"A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE IRRIGATION WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER f n I- Q WORK ORDER UNTIL THE SITUATION IS RESOLVED. SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES DRAINAGE suRvevoR NAMPA&MERIDIAN IRRIGATION DISTRICT �J z W Cl)1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL HORROCKS ENGINEERS 7 (IDAPA 58.01.16). CONFORM TO THE STANDARDS IN THE IDAHO RECYCLED WATER RULES 2775 W.NAVIGATOR DR.,SUITE 210 1503 FIRST ST.SOUTH Z W Q NAMPA,ID 83651 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR (IDAPA 58.01.17),WASTEWATER RULES(IDAPA 58.01.16),RECOMMENDED 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR MERIDIAN,ID 83642 CONTACT:GREG CURTIS J p v CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE STANDARDS FOR WASTEWATER FACILITIES-GREAT LAKES-UPPER ITD SHALL BE RESPONSIBLE FOR INSPECTION.FOR ANY PRIVATE CONTACT:RON WRIGHT,PLS 208-466-7861 /L/ �w Z WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS(10 STATES DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RONWQHORROCKS.COM L/L m Z FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND STANDARDS AWWA MANUAL M24-CHAPTER 24 AS WELL AS THE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FOR STAKING REQUESTS: CI f/7 Q Q' 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS ) FIRE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL FACILITIES;HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE CONTACT:MARK TURNER =w z NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18) SHALL ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR TO START OF INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED 208-895-2520 MERIDIAN FIRE DISTRICT ~ WORK. CONSTRUCTION NOTE NO.1. DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING �IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC OFFICIAL UNDER THE APPROPRIATE PERMIT. MARK.TURNER@HORROCKS.COM 33 E.BROADWAY AVE.SUITE 210 L� DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE MERIDIAN,ID 83642 C:) p 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN ( ) 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS CONTACT:CHIEF PERRY PALMER WASTEWATER RULES(IDAPA 58.01.16). AND POTABLE WATER MAINS SHALL BE A MINIMUM OF TEN 10 FEET IN GEOTECHNICAL ENGINEER 208-888-1234 MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED.NO ( ) r WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR ACCORDANCE WITH IDAPA 58.01.08,"IDAHO RULES FOR PUBLIC DRINKING ATLAS TECHNICAL CONSULTANTS w PRIOR NOTICE. 4. PLACE SEWER SERVICE LINES IN A WATER CLASS PIPE SLEEVE WHEREVER WATER SYSTEMS,"SUBSECTION 542.07.WHERE IT IS NECESSARY FOR A EROSION CONTROL NOTES 2791 S.VICTORY VIEW WAY PUBLIC ROADS THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E., CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE WATER MAIN TO BOISE,ID 83709 SEEPAGE BEDS,DRAINAGE SWALES,ETC.. CONTACT:MONICA SACULLES,PE ACHD U CROSS,A MINIMUM OF EIGHTEEN(18)INCHES OF VERTICAL SEPARATION 208-376-4748 3775 N.ADAM ST. Z O 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL O w z SHALL BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN GARDEN CITY,ID 83714 PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR MAY NOT OPEN OR TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. > CLOSE WATER VALVES. 5. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON CONTACT:TIM NICHOLSON w w TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN EACH SIDE OF THE CROSSING EQUAL TO TEN(10)FEET.CLASS A EFFLUENT LANDSCAPE ARCHITECT 208-387-6100 a z INSTALLED AND PRIOR TO PAVING.THE CONTRACTOR SHALL PROVIDE A DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE SWPPP gAER DESIGN GROUP,LLC W 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE DURING CONSTRUCTION OPERATIONS. 539 S.FITNESS PLACE,SUITE 120 PRIVATE ROADS j LLU U MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE SEWER. INSTALLED AT LEAST FIVE(5)FEET HORIZONTALLY FROM THE NON-POTABLE EAGLE,ID 83616 w REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTACT:GREG BAER CITY OF MERIDIAN Y CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED EFFLUENT MAIN AND THREE 3 FEET HORIZONTALLY FROM THE CONTROL MEASURES HAVE BEEN INSTALLED. 208-938-7721 33 E.BROADWAY AVE ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH 6. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY A THIRD PARTY TESTING ( ) MERIDIAN,ID 83642 NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW THE CONTACT:WARREN STEWART,PE N cl' IN GENERAL CONSTRUCTION NOTE NO.1. FIRM. CLASS A EFFLUENT MAIN 4. ALL EXPOSED AREAS SHALL BE SEEDED OR MULCHED AS SPECIFIED 208-884-5533 O C) o WITHIN 14 DAYS OF FINAL GRADING. LL � Of I- z N p p 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE 7. EXISTING UNUSED SEWER SERVICE LINES SHALL BE DISCONNECTED AT THE 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS,THE SITE POWER z o APPROVED PRIOR TO(A) BACKFILLING TRENCHES FOR PIPE;(B)PLACING MAIN OR MANHOLE.THE SERVICE LINE SHALL BE CUT AT THE TEE ON THE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE TEMPORARILY STABILIZED BY SEEDING,MULCHING,OR STRAW IDAHO POWER g OF AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF MAIN OR REMOVED FROM THE MANHOLE..A WATER TIGHT SEAL SHALL BE SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A COVER. P.O.BOX 70 p ASPHALT PAVING. PLACED IN THE UNUSED INLET OF THE MANHOLE. CLASS A EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN BOISE,ID 83707 u z w U CONTACT:VIC STEELMAN TO CROSS A MINIMUM OF EIGHTEEN(18)INCHES OF VERTICAL SEPARATION w (DU Lu 6. INSPECT EROSION CONTROL MEASURES AFTER EACH RAIN AND AT 208-388-6320 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SHALL BE MAINTAINED,AND THE CROSSING SHALL BE CONSTRUCTED IN LEAST ONCE A WEEK. o 0 W z: Of a SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, WATER ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC AND THEIR DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL NATURAL GAS RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE WASTEWATER RULES(IDAPA 58.01.16). CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT INTERMOUNTAIN GAS \ONAL THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE P.O.BOX 64 SS fMG DEQ/QLPE APPROVED CONSTRUCTION PLANS. SYSTEMS(IDAPA58.01.08)"AS WELL AS THE STANDARDS AND 4. 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE NON-POTABLE SOIL SEDIMENT FROM LEAVING THE SITE. BOISE,ID 83732 of \CENSF��yF ( CONTACT:MISHELE SINGLETON ye P SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.1. WATER TAGS. 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL 208-377-6863 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST ORDINANCES THAT APPLY. 20005 HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER N 12/21/20210 ELEPHONE >' CONSTRUCTION. NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND SYSTEM IS CONNECTED TO THE POTABLE WATER SYSTEM.THE DEVICE 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE T �TF OF\OP IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 245 SNTURY LINK 9 MU BLVDCO F� B R 11. SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION ACTIVITY ARE NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER QUALITY(DEQ),THE CITY OF MERIDIAN WATER DEPARTMENT,AND LISTED IN BOISE,ID 83702 THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO IDAHO MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL THE MOST CURRENT VERSION OF THE LIST OF APPROVED BACKFLOW 10. OPERATOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS CONTACT:MELISSA MENDEZ STATE STATUE 55-1613 SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 208-385-2144 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH,UNIVERSITY 12. CONTRACTOR SHALL GIVE ENGINEER MINIMUM 48-HOUR NOTICE PRIOR TO SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER OF SOUTHERN CALIFORNIA(USC). 11. SEDIMENT SHALL BE REMOVED FROM EROSION CONTROL MEASURES ANY TESTING OR OTHER EVENT REQUIRING ON-SITE INSPECTION OR RULES(IDAPA 58.01.16). BEFORE THEY ARE 25%FULL. OBSERVATION BY THE ENGINEER. 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER 12. PORTABLE REST ROOM SPILL CONTAINMENT: ALL PORTABLE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE DISTRIBUTION MAINS AND/OR SERVICES.FORTY-EIGHT(48)HOURS RESTROOMS SHALL HAVE SPILL TRAYS INSTALLED. WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX ADVANCE NOTICE IS REQUIRED. (6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 13. LIMITS OF CONSTRUCTION SHALL BE PROPERTY BOUNDARY AS SHOWN. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE INCONSTRUCTED 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). Lu 4. PLACE WATER SERVICE LINES IN A PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(SEEPAGE BEDS, C DRAINAGE SWALES,ETC.). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS L WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY 1 CONSTRUCTION.IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. V♦ of 6.6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED,AND w MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO O Q w RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08). p 7. EXISTING UNUSED WATER SERVICE LINES SHALL BE ABANDONED AT THE C O z WATER MAIN BY REMOVING THE GATE VALVE AND INSTALLING A BLIND c FLANGE. �O♦ U_ V > ENGINEER CERTIFICATION 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 O 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 PROJECT SPECIFICATIONS AND STANDARDS OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN REVISIONS . CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC,2020 EDITION. ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS.THE REV No. SHEET No. DATE OF REV DESCRIPTION . IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC,2020). CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES D TO PROTECT THE UTILITY LINES SHOWN,AND ALL OTHER LINES NOT OF . PROJECT GEOTECHNICAL REPORT PREPARED BY MTI/ATLAS,FILE NUMBER B191814G AND DATED RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF NOVEMBER 14,2019 THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE LEGAL NOTICE TO CONTRACTOR JOBSITE DURING CONSTRUCTION. 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 INFORMATION ENGINEERS SHALL HAVE Coo ■0 NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR � U10 WRITTEN CONSENT. Know what's below. Call before you dig. PAGE 2 H:\2021\id-Id-4003-21 bva victory commons phase 2\project data\02 CAD\2.03 sheet files\construction drawings\ID-LD-4003-21_C.1.1_NOTES.dwg-C.0.01 NOTES- 12/21/2021 04:36pm, aaron.clements 1 2 3 4 5 SEWER POWER HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS* Vl EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE BUILDING/PAD / \ ABC AGGREGATE BASE COURSE r 1 W 7 N E -�_- _ - UNKNOWN _SS—SS °rp =ru OVERHEAD OHP OHP I�e�I ELECTRICAL MANHOLE E AC ASPHALTIC CEMENT OR CONCRETE V � N O BC BUILDING CORNER • D K') 0 4 INCH 4"ss a•ss bei bPi UNDERGROUND BEL BEL CONCRETE SIDEWALK/FLATWORK BCR BACK OF CURB RETURN W p 00 a y BFE BASE FLOOD ELEVATION O p 00 U 6 INCH s"ss s•ss N/A 2 INCH z••BEL z••BEL fQ 1 FIBER OPTIC MANHOLE O - O DECORATIVE BRICK/SIDEWALK/ ` / FO BFF BASEMENT FINISH FLOOR �Z � 81NCH 8•ss 8•ss N/A 31NCH 3"BEL 3'•BEL FLATWORK/LANDSCAPE AREAS \J BLDG BUILDING LO BM BENCHMARK 1„4 '> 'O W L 10" 10" 10 INCH m•'Ss m•'SS N/A 41NCH 4"BEE Al"BEL TELEPHONE MANHOLE( O BP BEGIN POINT (a - N -1z"ss---1z"ss- 121NCH 1z•'ss 1z•'ss N/A 61NCH s••BEL s••BEL POOL DECK BV BUTTERFLY VALVE *�. Z BVC BEGIN VERTICAL CURVE LJ j v ia"ss ia"ss 141NCH 1a•'ss 1a•'Ss N/A 81NCH 8••BEL 8••BEL �♦ BVCE BEGIN VERTICAL CURVE ELEVATION XERISCAPE (ll V j) CABLE N MANHOLE . BVCS BEGIN VERTICAL CURVE STATION O z LO I­ -1,"ss---1s"ss- 151NCH 1s"ss 1s"ss N/A 10 INCH TTBEL TTBEL BVP BEGIN VERTICAL PROFILE FI n 16"ss 16"ss 16 INCH 1c'Ss less Al/0—Al/0—Al/0— 1 PH A 110 A-vo A-1ro A-1ro �PPI ELECTRICAL POWER POLE © BVW BOTTOM OF VISIBLE WALL N A LANDSCAPE AREAS/GRASS I- C&G CURB&GUTTER W 18 INCH 18•'ss 18•'ss A-ao A-ao A-ao 1 PH A 4/0 AA10 AAA AA/0 li \II SIGNAL POLE CB CATCH BASIN CL CENTERLINE -za"ss---za"ss- 24 INCH za•'Ss za•'Ss —B-1/0—B-1/0 1 PH B 1/0 B-1/0 B-1/0 IT-TI CLR CLEAR CV HEAVY DUTY PAVEMENT SECTION B ELECTRICAL BOX Lu 30"- 30"- 30 INCH 30•'Ss 30•'SS B-aO B-aO B-aO 1 PH B 410 -BA/0 Baio BA/0 �-� CO CONCRE T FIBER OPTIC BOX FQ CONIC CONCRETE rn O U 36"ss- 36 INCH 3c•ss 36'•ss C 1/0 avo 1 PH C 110 Caro c-vo `f�` Cu COPPER V Z Z LIGHT DUTY PAVEMENT SECTION �jbl JUNCTION BOX JB C.Y. CUBIC YARD z V)Lu Lu O SERVICE LATERAL cao cao 1 PH C 4/0 cao c�io irt�j,i TELEPHONE BOXEll DIA DIAMETER W F H ABcao ABcao 3 PH ABC 4/0 ABcaio ABcaio ADA ACCESS RAMP TRUNCATED DOMES �Y, TELEPHONE PEDESTAL DWG DRAWING 7 O N ❑T E EAST OR FASTING L O O ABc750 3 PH ABC 750A ABc-Tso i�tV,i CABLE N BOX T�/ EA EACH /�/ Q w SEC src SECONDARY src src - LIGHT POLE �, EL EXISTING GRADE/GROUND �J� U) RIPRAP =,' '_ v- ELEV ELEVATION rq Q Z sL SL SL STREET LIGHT SL SL SL - - EOC EDGE OF CONCRETE 2 W- -C LIGHT POLE OPT 2 o-O > H EOP EDGE OF PAVEMENT > W Q GRAVEL LIGHT POLE OPT 3 o-0 EP END POINT IY ESMT EASEMENT O p r \ll O EVC END VERTICAL CURVE PATCHBACK ASPHALT \�g�/ GAS MANHOLE O EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION r9' © EVP END VERTICAL PROFILE w GAS METER ' EX EXISTING STORM GAS SURFACE FEATURES CLEANOUT CO FE FLANGE END FF FINISHED FLOOR (n w FIG FINISHED GRADE Z O EXISTING PROPOSED EXISTING PROPOSED EXISTING/PROPOSED ��S l SEWER MANHOLE . FJ FLANGE JOINT 0 Q Z `-' FL FLOW LINE a t j w UNKNOWN —SD—SD - v v -g-- UNKNOWN G c cur cur cut FM FORCE MAIN CUT LINE ( Ir/' IRRIGATION MANHOLE I R FPS FEET PER SECOND IY a w\ / FT FOOT OR FEET (D a"sa a"sa 41NCH a"sO a"sO N/A 11NCH 1••c r•c ---FaL-----FIu--- FILL LINE w Llf; IRRIGATION BOX IR FUT FUTURE > LU 6"sd- 6 INCH e"sO e•sO -z"9---z'e- 2 INCH z'•c z'•c LOB LOB LIMITS OF DISTURBANCE G GAS LINE W GB GRADE BREAK IY a':a a':a 8 INCH a"sO a•sO s g s g 3 INCH N/A - - - - DITCH r W l WATER MANHOLE \ �/ OW GFF GARAGE FINISHED FLOOR - 0 sa--- 0 sa- 10 INCH 10"SO m•'SO -a"g---a'g- 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"SO 1z•'SO -e'y---6'y- 61NCH 6"G 6"G —Hi­ HIGH WATER MARK HP HIGH POINT WATER METER OPT 2 WM HRZ HORIZONTAL I, IY F­_ is'sa is"sa 151NCH 15"sO 1s"SO 6'g 6'g 81NCH 8"G 8"G -HWM 1YR HIGH WATER MARK-1 YEAR EVENT Z Q 0 HWM HIGH WATER MARK - N � -i6"sa---i6"sa- 161NCH 16"SD 1c'SO -1z"g---1z"g- 121NCH iz•c iz•G —HWM 5Y HIGH WATER MARK-5 YEAR EVENT BLOW-OFF BQ ID INSIDE DIAMETER U _ IN INCH(ES) Z_ - B 18"Id- 18"Id- 18 INCH 18"SD 18"SD npg- npg- HIGH PRESSURE HPG HPG —HWM 10YR HIGH WATER MARK-10 YEAR EVENT IRR IRRIGATION(PRESSURIZED)/NON-POTABLE < _ FIRE HYDRANT Lu F K VERTICAL CURVE COEFFICIENT Q 24 INCH za"SD za'SO HWM zsvR HIGH WATER MARK-25 YEAR EVENT W W U O'd L LENGTH O Z Z Y W 30 INCH 30"SD W'SIB HWM 50YR HIGH WATER MARK-50 YEAR EVENT _ FIRE HYDRANT OPT 2 LF LINEAR FEET W 0 O LP LOW POINT H FO Q W O 36"�a 36"�a 36 INCH W"SD W"SD HWM 100YR HIGH WATER MARK-100 YEAR EVENT 'y Y ry O L/S LANDSCAPE �p p 0p U d -az"sd---az"sd- 42 INCH az"SD az"SO •"• GATE VALVE LT LEFT GATE VALVE OPT 2 LVC LENGTH OF VERTICAL CURVE 48"sd 48"sd 481NCH 48"SD 4a••SIB FENCE-BARBED MAX MAXIMUM ONAL CROSS ME MATCH EXISTING SS\ FNC 541NCH sa"SD W'SO ��O O O FENCE-CHAIN LINK MFR MANUFACTURER �Q �YGENSF /.f.F �TT� MGD MILLION GALLONS PER DAY IQ{','�,�,�/v�(/`F -60"sd---60"sd- 60 INCH 60"SD W'SO FENCE-DECORATIVE TEE -`7 MH MANHOLE 66"�d 66"�d 66 INCH W"SD W'SO --EY❑ ❑ ❑ FENCE-WOOD E� 90"BEND T� MID MIDDLE 20005 MIN MINIMUM 12/21/2021 -rz"sd---rz"sd- 72 INCH Tz"SO Tz•'SO WALL-BLOCK 45°BEND MJ MECHANICAL JOINT N� O N NORTH OR NORTHING,FRICTION FACTOR '9 P� Id Id LAND DRAIN LB LB WALL-CONCRETE 22.5'BEND N/A NOT APPLICABLE ✓ TF OF II II IS WALL-PANEL 11.25°BEND I--� NTS NOT TO SCALE 9C0a M%u 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 PCC 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 UNKNOWN _w_w OVERHEAD CABLE TV GTV cry PROPERTY BOUNDARY ❑® AREA DRAIN SQUARE ❑® PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT 3/4'w 3/a'w 3/4 INCH a'a"w 3ra"w bra bra UNDERGROUND CABLE TV BCTv BCTv 10'PUBLIC UTILITY&DRAINAGE EASEMENT(P.U.EJ DROP INLET PVI POINT OF VERTICAL INTERSECTION -1"w---1"w- 11NCH rw rw 0 [Ell 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 ro rO REV REVISION PAINT STRIPE-SOLID iffilCURB INLET OPT 2 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 e•w e•w -bt=I---bit— UNDERGROUND TELEPHONE —BTEL BTEL BTEL— SF SQUARE FOOT/FOOTAGE 8 INCH 8•w 8•w PAINT STRIPE-LANE DROP CURB DOUBLE INLET OPT 2 S/L STREETLIGHT C 6 w 6 w PAINT STRIPE-LANE LINE EXTENSION SPEC SPECIFICATIONS 10"w 10"w 10 INCH m•'w ID•'W SS SANITARY SEWER BET BET 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 141NCH 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 PED PEU TRAFFIC SIGNAL-PEDESTRIAN CONDUIT �_J 1e"w 1e"w TA TOP OF ASPHALT 181NCH 18"w 18•'W _ _� IY Q —MR—MR— TRAFFIC SIGNAL-POWER SOURCE CONDUIT OILIWATER TBC TOP BACK OF CURB W za"w za"w 24 INCH za"w za"w ° " ° ° ° ° 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 M..w 30•'w --=J TBM TEMPORARY CONCRETE MARK Qp 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 s0"w s0"w 60 INCH so••w so••w FLARED END PROFILE TRW TOP OF RETAINING WALL ` J D00 OR D99 DEMO PLAN ® ® TW TOP OF WALL TYP TYPICAL O U n•w n•w 721NCH Tz•'w Tz•'w �w ® FLARED END SECTION Ir..r UTC UNTREATED BASE COURSE SERVICE LATERAL G7 OR G9 GRADING PLAN V VELOCITY _TT_ SIGN VC VERTICAL CURVE > 01 OR 35 SITE PLAN VRT VERTICAL WI WITH IRRIGATION MISCELLANEOUS BOLLARD WMH WATER MANHOLE 38 OR 50 WATER BH BH WTR WATER EXISTING PROPOSED EXISTING PROPOSED 51 OR 85 SEWER BORE HOLE 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 -pipe- -pipe- UNKNOWN PIPE -r i'.---r i'.- 2 INCH z•IRR z•IRR --iat---iat---iat-- JOINT UTILITY TRENCH JUT 81 OR 90 IRRIGATION TP TP a'irr a'irr 41NCH a•IRR a"IRR --ma-----toe-- TOE OF SLOPE —TOE---TOE— 91 OR 93 CABLE TV BENCHMARK 6"irr- 6"irr- 6NCH 6•IRR 6"IRR -tap---tap---top- TOP OF SLOPE --TOP--TOP--TOP— -e"irr---e"irr- 6NQH 8"IRR 8"IRR -� -� -� -� - DIRECTIONAL FLOWLINE --- ---�--- 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•'IRR ---.---.---.---.---.---.- GUARDRAIL RCP REINFORCED CONCRETE PIPE D 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"irr- za"irr- 24 INCH N/A 4oao CONTOUR-MAJOR mm HOPE HIGH DENSITY POLYETHYLENE A OR O MISCELLANEOUS DIP DUCTILE IRON PIPE 30 INCH N/A ------400z------ CONTOUR-MINOR 46oz CMP CORRUGATED METAL PIPE 36'irr- 36-irr- 36 INCH N/A SAWCUT LINE ------------ CONTROL POINT CPP CORRUGATED POLYETHYLENE PIPE POLY POLYETHYLENE SERVICE LATERAL CALLOUTS DETAIL REFERENCE �ALL ABBREVIATIONS MAY NOT BE USED FF:2752.84 FINISHED FLOOR ELEVATION TBC:2752.85 TBC&TBDC SPOT ELEVATION XDETAIL NAME- SCALE:NTS CmOmO2 FL:2752.86 FL&TG SPOT ELEVATION �# PARKING STALL COUNT MATCHLINE STA.XX+XX.XX SEE SHEET PP-XX PAGE 3 H:\12021\id-Id-4003-21 bva victory commons phase 2\project 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 1 2 3 4 5 Vl o PRELIMINARY PLAT r l � N E OWNER/DEVELOPER V W cn (D o 0 BVA DEVELOPMENT W 0 w N Y 2775 W. NAVIGATOR DR.,SUITE#210 FOR S36°37'29"W 32.14' BLOCK 2 0=z 89 o MERIDIAN, ID 83642 m OBSERVATION POINT SUBDIVISION, 01 � o 0 VICTORY COMMONS SUBDIVISION S53°22'31"E 21.56' BOOK 6- 0-+ °O PAGES 9276-9278 Z S89°31'31"E 18.52' 0 2 � 3 LO ENGINEER/SURVEYOR SITUATED IN A PORTION OF GOV'T LOT 4, SECTIION 19, T.3N., R.1E., B.M. SO°29'16"w 361.15' 18•P.U.I.D.EASEMENT Q z A HORROCKS ENGINEERS ' � � � PER MusseLLcoaNe=sue. Pis 1a21s W 2775 W. NAVIGATOEE R.,SUITE#210 CITY OF MERIDIAN ADA COUNTY, IDAHO 48 T W"'6MERIDIAN, ID 83642 -2019- N 208-895-2520 Curve Table W CONTACT:ROB SUNDERLAGE, P.E. 10'P.U.LC.W ROS INST.#109137990 o z U FRITZ BROWNELL P.L.S. Curve# Length Radius Delta Chord Direction Chord Length / Z w 0 3� Z LU F- C1 438.43' 655.00' 38°2l'04" S31°35'05"E 430.29' / 0 JENNIFER TRISTAN rL Z ❑CN w O SHEET INDEX ��� ! I m o PP1.0 LOT DIMENSIONS AND EASEMENTS o R e y r / !��' 9 0 �+ Q O PP1.1 NATURAL FEATURES&UTILITIES @ 4.J. ��^ / 1.53 AC I I Q F L Z PP2'o SITE PLAN w A.C.H.D.STORM L� Q FIRE DISTRICT Fl � loll 4�� / I EASEMENT INST.#104068411 0 11"----"11 i o MERIDIAN FIRE I - 1 PROPOSED 20' w SEWER PROVIDER / \ ` \5i / 1 b WATER EASEMENT � MERIDIAN WASTE WATER DIVISION < n w z KURTGUTHZEIT I F-------- ----- --- z WATER PROVIDER Y j �cp 0 60' 120' 8 o LU ° 1 w SUEZ WATER / 3.05 AC 1 PL 229r �� ; o of SCALE:1"=60' 1 w Z ROADWAY JURISDICTION / ¢ I I I a I.T.D., MERIDIAN ROAD(HWY 69)ACHD-VICTORY ROAD "_ I UU VICTORY RD._ \7 IRRIGATION DISTRICT SITE Al ® \s/ / SANITARY SEWER AND WATER MAIN 30N I c W NAMPA MERIDIAN IRRIGATION DISTRICT a RANDYLASHER / / EASEMENT INST.No.109045638 I IM ACREAGE SUMMARY BLOCK 2 10 o CO O N o TOTAL- 16.745 ACRES CINDY ROWLAND °�° rn w Iz C_' F-- v COMMERCIAL LOTS- 16.745 ACRES i 1 ryP� 1 1.00 AC oo ? C _ - J COMMON LOT- 0 ACRES \7J 20'TEMPORARY STORM&WATER I N z B STREET RIGHT-OF-WAY-0 ACRES (j KENNEDY LATERAL- I DRAINAGE EASEMENT INST.No.108125845 LOT SUMMARY + PROPOSED 20' PROPOSED 31' Qa F COMMERCIAL=8 CHRISTOPHER \�\O 1 / INGRESS-EGRESS WATER EASEMENT _ CROSSEASEMENT I ❑ w C9 2� (1j W _/ CROSS ACCESS EASEMENT DENSITY=0.63 DU/ACRE VICINITY MAP BOTHWELL 0 --- WIDTH VARIES Q W _ \ \4 EASEMENT INST.No. \ 1 J0 105175653 ----- - r L-_ - /� ❑ ❑ ❑ Oin- / ------ - __ _ 1"=1500' - 9 ° _ ZONING 8� ,�� P 192'/ 232' EXISTING CG C_ QO\�p °' /�--- -208 _ - -- � _ -216---pL-� -_- SS\ONAL FNc BENCHMARK Jy�� ��� �`/ A 16'P.U.I.D.SUBDIVISION PER MUSSELL j- _ -Jl - _ _ - of �yCENSF� �F Q- 4� �P CHISLED"X"IN TOP OF CURB AT RADIUS 0 ,nj CORNER MID POINT AT NORTHEAST CORNER OF �� Q F2 -0005 LEGEND y PROPOSED zo' / / MERIDIAN ROAD AND VICTORY ROAD. WATER EASEMENT � / 1 L _ N�12/21/2021rO ELEV:2659.11'(NAVD 88) r- y p SUBDIVISION BOUNDARY / 9 1 / �y FOvop, NOTES: JOELwtrrrE 5 / / / // 7 PORARY TURNAROUND ' / CO8 MURe 1. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PL LOT LINE cj POR INST RNAROU KENNEDY LATERAL CENTERLINE P 28� / 1.17 ACIENT PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF �5 v / / 11 MERIDIAN.THE PROPOSED WATER MAINS SHALL BE ----------- PROPOSED EASEMENT EXISTING EASEMENT �Q ��\ \ /� / + 1.26 AC N 1\ / CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. 1 LOT NUMBER ���� NATURAL POND 2. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE BLOCK BLOCK NUMBER pAVIDARNOLD ! S� \ I EASEMENT POND N°. / /30'KENNEDY LATERAL EASEMENT \ 62, \ 105175654 PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF \� PER MUSSELL CORNE R SUBDIVISION / \ \ I I SECTIONAL CORNER O \ \ MERIDIAN.THE PROPOSED SANITARY SEWER MAINS SHALL BE OQ \ 279' m M N �\ PL PL A.C.H.D.STORM o cv CONNECTED TO EXISTING CITY OF MERIDIAN SANITARY SEWER CO7 SECTIONAL CORNER �0 / \ 223' I I co \ EASEMENT INST.#104068411 MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. rrCO 3. A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED A CALCULATED POINT DO ALD COOK 5 co N BY THE DEVELOPER,OR ASSIGNED,WILL BE INSTALLED TO 'v `� �2.42 AC s I 48' \ INGRESS-EGRESS , o NO°00'00"E 159.1 T W SERVE THE LOTS. / / / / BLOCK 1 EASEMENT INST.No. I 4. THIS PROPERTY IS LOCATED IN ZONE X(AREAS DETERMINED TO / ao• 105175653 BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN), FEMA MAJESTICPOfNTE p 1p �F,) I I - _ FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER HOMEOWNERS n o° �i' / FgsFo�, !' titi° 12 0 16001CO234H, REVISED FEBRUARY 19,2003. A3SOClA710n/ 12' \ °6 ��Ftigr / ED n�OS 0.93 AC \ Cl) DEANNA FOLSOM / \,j r PRE! n :-� P.U.I.DP EASEMENT I \ v 5. STORM WATER DRAINAGE SHALL BE MANAGED&DETAINED IN J o Q UNDERGROUND SEEPAGE BEDS ON-SITE IN ACCORDANCE WITH �3 PROPOSED30' �-�I / / A` / WATER EASEMENT 6 I - \ \ 53' 57' Z J CITY OF MERIDIAN,ACHD,AND NAMPA MERIDIAN IRRIGATION DISTRICT REQUIREMENTS. ° - ---- ---- 37"E 110.06' , d 3 po / �-. _0.86 AC I � o 6. DIRECT ACCESS FROM KUNA-MERIDIAN ROAD IS PROHIBITED. L�gh �, M\ - - -------------- , I Z o SUEANN!1 I i �' �, � � j• � I MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH MEGRAN\J Q' `'" I \1 NOT A PART O O 0 Q THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION R.O.W.EASEMENT 4i �- °04'23"W 51.53' CC REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL PER WARRANTY JAMES WASHBURN� NO°38'28"E 169.52'2' G z DEED INSTRUMENT N z A � \ / U CC - BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR No.8515425 G1 / o ^ CROSS ACCESS >_ j w w EASEMENT INST.No.105175653 Lu REQUIRED. T UNDEFINHIS ABLE) / /� a j / 0 (LIMITS UNDEFINABLE) � p 7. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO o z w 141' 199' I \ V ,,++ Uj CODE SECTION 31-3805 CONCERNING IRRIGATION USE. CHRISTOPHER / / wW 2 ��' 08' 232' L 1 � > V 8. THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO MURRAYo o p 2^j / z z z 1.22 AC m \ a CODE, RIGHT TO FARM ACT WHICH STATES: NO AGRICULTURAL / ¢ ° I of OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF , C�°o w �^ °`O z Io EMILIO FANFAN SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY / a CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 6g� � NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN w -J o OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE YCD ° N ~" ♦+ OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT O m C° -- �� �J N 4 I N THE TIME IT BEGAN OR WAS CONSTRUCTED.THE PROVISIONS m w I - \�v 3 1.13 AC I;-- I �, �¢ w 1.16AC / N I 00 wZ OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE ¢ v -� - � 0 i 1.01 AC �; U) ww Z NOT A PART RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ¢a _ i 1 �p �� ao ° AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR �/41 z PROPoseDzo'wnrEREASMENT, I I w ------------------- EXPANSION THEREOF. ~o ¢C) C') -- - - ¢w -- - _ ____ ---' - _ 9. ALL LOTS IN THIS SUBDIVISION ARE SUBJECT TO CROSS ACCESS m --- ---------------- J ° �l ---- 10'P.U.LD.PER OS INST.#109137990 � � M � D 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.1050-931 0 Ito - - - - -----'t---- ---------� b - 24 i - - 1331' - - - - - - - - - - - - - - - - - - 2- - - - - - - - - - - - - - - - - - - - so°38' T.3N.,R1F. - - 19 30 1330.27' R1W. 3N., FND.ALUMINUM CAP, S.KUNA-MERIDIAN RD T. 24 ° 25 PLS#884 STATE HWY 69 C.P.&F.#9149706 ( ) ALUMINUM CAP, C.P.&F.#114024259 CmOmO3 PAGE 4 H:U2021\id-Id-4003-21 ova victory commons phase 2\project data\02 CAD\2.03 sheet files\construction drawings\C0.03 PRELIMINARY PLAT.dwg -C.0.03 PRELIMINARY PLAT- 12/21/2021 04:36pm, aaron.clements 1 2 3 4 5 Poo R O c V1 o (nv O co U W ❑ � N Y a J _ L6 Poa ° �� �0 i x IF, OD 0 m e F,� O L7 > 3 d3�^^ I^ ` 2 `2� SCALE:1"=30' L A // // 2S ry5 PROTECTION KEYNOTES x W N Poi EXISTING CURB AND GUTTER(PROTECT IN PLACE) N w g \\ / j \ rrnn z cn O Z U -s•w�--e..w- EXISTING SIDEWALK(PROTECT IN PLACE) Z w z �w74 z / P08 of In EXISTING UNDERGROUND UTILITY(PROTECT IN PLACE) U)O EXISTING STORM DRAIN CATCH BASIN(PROTECT IN PLACE) p 0 \\\ Pos EXISTING FIRE HYDRANT(PROTECT IN PLACE) I O y\ EXISTING BUILDING(PROTECT IN PLACE) g o Z ' \ w Z Of w i r--______ - _ EXISTING TREE(PROTECT IN PLACE) a W ` Poe RELOCATE EXISTING WATER AND IRRIGATION AS NEEDED TO HAVE I'MIN CLEAR OF ' PROPOSED STORM DRAIN. N N r Zia. ,i ' O N o II �r O ' \\ � � ----------� Z DEMOLITION KEYNOTES g\ONAL FN/ SENSFO�F EXISTING ASPHALT,SAWCUT FULL DEPTH(TO BE REMOVED) 2000 ,M. \\ \ o\i y` O N�12/21/2021 p \ = T J r 9 P� \ r \ yp' @OF\O - '`Ze �� � I wVnll � �IUi I N I __ I A ---LOD----- ------- LOD------- LOD POINDING v I� �' II II III I � � ' IlllvI vv Ira\�yry� y �` „wh�` � 'y 0 OO�r " _ W ----- - - - - - - °0 1 a — — 1 ' v v A P07 //J//T//T//r //7//7T//Z—1 \ \ \ /' I 1—L_L_ --/ 1_1_1_L_L_�� II ,\\ C \ \ 1 � I `^ ------- -------- --------------------- ------------------- ----,-"( - Poz = a vl z P07 EXISTING BSIILOING -- i Z 7�L��� O / 2hA C6.INC. ❑ _ s' ° � , Lu �r ;d � z �] \ D07 1 T J \ O O \ I I I__ _� / L t III///Iy I° 4 I I •• ^1 � � I I r /1 I I J '�---I IM. � � N � � � ❑ U \ y ` hy\b ❑\1. • °S,°\\s: _a I• �" 1LG Ja 1_1 .� • O \\\ O O LJ \ I zZz ------------- ------- L \° •1 le m 1 _�1' �I \\ P07 v s U Z �d,\o• I yyiy� I S\ ; •s r • 'I ` I II \ II I \ I II _ate /a SHEET NOTES: m �� 11h W 1 r' 1` I \ CONTRACTOR TO VERIFY ALL UTILITY SIZES,LOCATIONS& ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. ` I ,\yi°ly P03�' -- / � \\\ ,- ; \\I ` '\ 2. ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE O REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL `\ m \ -- __ _ y-- -�__r t__s_ __________ - - O REPORT.SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS O J I �� SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED 11/14/2019. H s _, ® 1 >a 3. CONTOURS ARE SHOWN AT V INTERVALS. "------" -------- ,I , 0 4. CONTRACTOR TO REMOVE ALL REMAINING ROCK MATERIAL. DOI Po7 O \ 5. NO DEMOLITION TO BE PERFORMED ON LOTS 9-11 OF THE VICTORY > COMMONS SUBDIVION OR LOTS 3 OR 4 OF THE MUSSELL CORNER --- _____= P03 —--_=====_ -==-------====-I ----------- ___- SUBDIVISION. --- --------------- _-� ------- ____-_ --- - -----� -��r, ;rr- - -- - -m-- -- _ •o ' P03 P07 <r —"'— err---�"r --err —err �r _ _ __ _—_—_—__ I P0T I rr —____ _____ ___—__—___—_____—____— ___ _ let QF \ \` _�______________ ---_ _-------___-__---a___--- e__- __ -- ___________-_ ____ _za___ `_—•/ . —�___'hi — __—________ __________ _ _ /go— rr9 --- . /L �� OO 6 stl P02-- a� __ — stl _— — _--- __--___� _O _a phi _ e d __——__________—___� _ _ _ __ _— __ D _— ——/—__—___a_ "—' sd — a�' _ _ —_—__ — btel —_tj l=— —Sel =_--bel—_ btel =_ bel— ____ _ btel =_ bel =bel____—_btel=__ _= __` -_- - _' -- __= __= -- -== YRD =----- -Poar--- _-_ -_--- -- -_____ _____ __ ____- __-- ---- _ --- -----__-- _--- --- - -' F I�r W VICTOR \ POI —— g ——— 9 ——— g g —— 9 ——— g — g ———— 9 9 —a— 9� 9 9 9 9 ——— —_— I ICI —w —w-- w-- F—w-- w —w-- a -- w --w-- w --w-- w --w-- w -- w---w --w— w +— DD, o II�II __ -__ - - -__ --__- ___ --_= C.0.04 PAGE 5 HA!2021\id-Id-4003-21 bva victory commons phase 2\project data\02 CAD\2.03 sheet files\construction drawings\ID-LD-4003-21_C.2.0_EXISTING CONDITIONS.dwg-C.0.04 EXISTING CONDITIONS- 12/21/2021 04:37pm, aaron.clements 1 2 3 4 5 R O c V1 o FUTURE 34 SSMH-4 s' \ �T•� a) IMPROVEMENTS RIM:2642.57 \ r 1 W N E INV IN:2641.38 8"(SE) �� V A _ v to o O EX.INV IN:2639.50 8"(NE) 0 /� V • fD �N Y 0 rT, ,EX.INV OUT:2839.508"(SW)/ 20 / \ W 0 00 SSCO-3 57 \. -..._ fit+ 5 O=� O O RIM:2645,45 \ `�' F, tp 0) INV OUT:2643.14 4"(SW) \ C 7 N E 2) 00 O 6S \ ICI > =p W /�� 52 %o\ SCALE:1"=30' 44LF OF 4"S.S.@ 2.00%53 y�\ F-I � 04 A sTRUCTdraE-1241I / g., SSMH-5 CAL` RIM:2646.43 N LU INV OUT:2642.30 8"(NW) F Q WATER KEYNOTES UD Z z 0 // —a w / a.,� 7 W F U \ \ zo REMOVE TEMPORARY BLOWOFF AND CONNECT TO EX.8"WATER STUB Z 0 w Z \ O / 9'OF 6"C900 PVC 25 FUTURE \ O INSTALL 6"FIRE LINE AND FIRE HYDRANT ASSEMBLY,(CITY OF MERIDIAN STANDARD DETAIL W8) < Ln U LU 27 IMPROVEMENTS \\ 21 EXCAVATE TRENCH PER ISPWC SD-301,BACKFILL PER ISPWC SD-302 CLASS B-2 BEDDING SYSTEM = FUTURE \ LL \IMPROVEMENTS INSTALL 8"C900 WATER LINE PER PLAN CD p I \ zz EXCAVATE TRENCH PER ISPWC SD-301,BACKFILL PER ISPWC SD-302 CLASS B-2 BEDDING SYSTEM \ w O \ _ J \ z3 INSTALL 8"X8"X8"TEE THRUST BLOCK(ISPWC SD-403) w \ � w I , Z 0 0 Z I 2a INSTALL 8"GATE VALVE p w w 23 a 0 22 20'OF 8"C900 PVC 24 w Izs INSTALL 8"45'BEND WITH THRUST BLOCK(ISPWC SD-403) w w r N ® O FUTURE O Q 20'OF 8"C900 PVC IMPROVEMENTS z N C) o J z N o B W W FUTUREp Z Z U a" O w \ IMPROVEMENTS g ¢ w _ 0 \ --vro p p p U d \ O, ONAL cA' ENSFO�GFF \ � O 2000 \ Al�J NET 21/20210 as a \ p111 y r �� F0F\O l COB MURP s *411,11"111,11- EXISTING --------- ----- -------- - -g� PONDv"Ilya d II gill h, 01111111 l s 5 \y h�Vs \ c+ 0 "II\" is is y Q Q 01 4 0 1 25'OF 6"C90l IN / II 0 0'"will � % �'y I 1 I O SEWER KEYNOTES N I ,- _____-_ -- 1r -----______—_-__ J' 11 50 INSTALL SSCO(ISPWC SD-506)---- ___ 24 s 1 10'OF 6"C900 PVC - 23 _ _ _ / �11LL_��/�1_ _ _ _ _111LL_� s1 CONNECT TO EXISTING SSCO AT ELEVATION EQUAL OR HIGHER THAN EX.INV OUT C ------------------------------------- ------------- // / FUTURE m, O / IMPROVEMENTS a 33'OF 8"C900 PVC 22 r ---- INSTALL 8"SANITARY SEWER PIPE PER PLAN �I FUTURE EXISTING BUILDING �J� / t �' �1 52 EXCAVATE TRENCH PER ISPWC SD-301,BACKFILL PER ISPWC SD-302 CLASS A-1 BEDDING SYSTEM ✓I IMPROVEMENTS / 25 2M CO.INC. S4 SSI r— I �II 1 Z RIM:2648.27648.27 O e I I I I 11 INV OUT:2639.43t 8" (� Q 9 _ O d 53 INSTALL 4"SANITARY SEWER PIPE PER PLAN 0 J I� � i � r / I / 1 1 I ❑ O � --_ I___._ \ 50 SSCO-1 > J L✓✓✓/ 0 Q_ S 1 a3 y y4 I I I� RIM:2649.86 a r �r 1 O p _________ 777 7 TTT TT p INV OUT:2644.41±4"(E) m J�j��� / / / / r 5a INSTALL TYPE A MANHOLE(ISPWC SD-501) U �53 I �Q ,I ___ ___1I 11 Q >C 30LF OF 4"S.S.@2.00% oil �� r=----------------------------II II--- II So ill 11 II I 1 J 55 INSTALL DROP MANHOLE(ISPWC SD-504) o zz -------------1 o m l �� so SSCO-2 RIM:2649.06 ---I---- ------ �� 51111 � INV OUT:2640.72t 4"(S) O hnhs �I., r-------- O 52 I \\�a I r >11>< O m � zo, ----------------------- -------------------------- \ ________ __ E411 - - [4,]- -= _� -- ---- ----- �0 ---� --h �-9— -- 'oe --- \ L � T—O b�v- --4�--- --------------a-1------ ---- -----a------ ----@� --- -- s _ —_ — —_O �_ o_- ---- i a a a _ a____ _ _ __ __ _ _ 1—— __ _ b I a —i _ _ _ _ --- _—_ ___________ _— Ilsall stl ___——— — _EX$$CO 57 —--— btel =——_�I——=-=btel—__ =btal=__ —btel=____—b--= _ —b =___N- btel — btal blel — _ _ __ �"-/ ———___— — ———_——____—— _ —_ — __ _ _ _____________ ____——— _____________________ ___ D - -------,- ---------------- ------------- ----3- -RIM:2640.12 W VICTORY RD INV IN:2638.938"(N) a ——— 9 9 --- 9 ——— 9 9 9 ——— 9 -- 9 T —EX.INV OUT:2636.63t 8"(S)9 _—_ 9 ——— 9 ———— 9 ——— 9 ——— 9 -- 9 9 — — 9 _0 -- -- — 9 ———— 9 ———— 9 — ---w --"•— _w—� w---w— w---w _ w w --"•— w-- v --"•— w---w --w— w---w --w— —w-- w---w Q—` — — \ O 53 `ial 55 SSMH-3� \ RIM:2643.93 I 0 INV EX.INVN:262b 13_ f'(E) EX.INV OUT:2625.13f 2'"(W) ss --- ss -- ss --- ss — ss __ =sss __ =s ___ ss __ ss ___ ss __ ss ___ ss __ ss Cm3mOO PAGE 6 HA!2021\id-Id-4003-21 bva victory commons phase 2\project data\02 CAD\2.03 sheet files\construction drawings\ID-LD-4003-21_C.5.0_UTILITY PLAN.dwg-C.3.00 UTILITY PLAN- 12/21/2021 04:38pm, aaron.clements 1 2 3 4 5 W In CD O co N \ \�\\\\\ 30' 60' Z N 2i , SCALE:1"=30' LO z N s LEGEND: W A \ SF SF SILT FENCE SEE DETAIL SHEET C.6.1 CAI LU \ PROPERTY BOUNDARY 7D O Z U III \\ \\ \ \\ \ \ Z W F OF \ LOD LOD LIMITS OF DISTURBANCE ' \ Oiv� J of W Z DIRECTION OF EXISTING OVERLAND FLOW I..L m U) W Z INLET PROTECTION SEE DETAIL THIS SHEET PORTABLE TOILET CONTAINMENT CD \\\ \�2 JOBSITE DUMPSTER w II p j� ll CONCRETE WASHOUT AREA (A F o F z STABILIZED CONSTRUCTION ENTRANCE a w I / !��\\\\\\\ W 1 II Q N ! \' O 0' H J �� I I Z B _ ----- EROSION AND SEDIMENT CONTROL Q o o _--_----___// CONSTRUCTION NOTES o W z � LU m a w 0 ADDITIONAL SILT FENCE SHALL BE INSTALLED TO ap p Q U a PROTECT THE RIGHT-OF-WAY IF EXCAVATION - ACTIVITIES IMPACT EXISTING CONDITIONS WHICH COULD ALLOW STORMWATER RUNOFF TO CARRY S\ONAL FN \ 25a9 SEDIMENT INTO THE RIGHT-OF-WAY. �oQ S�\GENSF� - I m INSTALL TEMPORARY INLET PROTECTION AT STORM ______ _ DRAIN INLETS,2 BAGS HIGH PER IDEQ BMP31. ALL 20005 — — 0 O p 12/21/20210 -- I SILT TO BE REMOVED REGULARLY �\ Z jIv�Iy Icy O .' \\ vy�TFOFVO�l r \\ 50''' 3 STABILIZED CONSTRUCTION ENTRANCE PER IDEQ COB MURQ \ 26 BMP 37-39 AT ENTRANCES AS SHOWN. 4. CONSTRUCT SILT FENCE/PRESERVATION PER IDEA BMP 63-68 LOD LOD LOD I �4yy``,ypy s' - - --------------------------------------- EXISTINGy POND II III APPROXIMATE QUANTITY SUMMARY Q STABILIZED CONSTRUCTION t� V-- yy 001 CIM 1EA �," �� ' �I �I„A� `v��I„ANC � v ,1 ® Ali I --- ENTRANCE o,h` \ ��,,II� ____ _\—_ STABILIZED STAGING AREA 1 EA fd OOLu ' CONCRETE WASH OUT 1 EA v I V v ___--__ ' oo__—______ __—_ _ — / � II WHEEL WASH 1EA / ___——————\�————— ,'� / �„ OO INLET PROTECTION 3 EA Q \ \ 7 LIMITS OF DISTURBANCE 1 14±AC C \,\ `\\ \\\ \\ /,/ j = L_��/J J_11_L_L_� I� z \ .I 14±AC PROJECT ACRES 1 a Q I A� I� I 1 _ Z✓���Ih -__ EXISTINGB514LDING - 2kCb.INC. - ---4e o N C l I I I1\ . I I \ — I r /T/T ///7//J//JjT N LLI U \� ' _/LJ_L_��//J_1_1_1_L_L_/I r j c \o , , ___ , _ ILL J_1_1_1 O O >C Z T f,_ O U) Lj I \ \ v ui 0 _ ❑ - -----� _�------- O II 0 - r --- O I ' S' _ __ --- -- —O—,r-- —_� ` „` „-- -- --_ WgoL� ---i _-----------------0----------------------------------- -------- -----------D - - ' - -� � a °dti� --- ----- --- --- --y --- -- �i - a --- --- - -- -- a -- - o -- - - --- - 4 � a 'ih\b� \\� fit, 6�1_ --_4 --1 __—_ _ blel —a1 blel — 1 _6 blel —___ b __ — btel=— — —�—I _ ___——_ ---- —______ ____ _______ 3— ____— —— — _ _— _---- _ ————_____---____---___--_ d � a W VICTORY RD o Cm4mOO PAGE 7 H:\12021\id-Id-4003-21 bva victory 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.clemen[s 1 2 3 4 5 Vl � o_ �j N N UW U� Fj o0 M 01 8 Oct N Y Z U O 9 � O _0)CU O (6 1.SET THE STAKES 2.EXCAVATE A 4"x4"TRENCH UPSLOPE IN CU p 00 CU ALONG THE LINE OF STAKES. EROSION AND SEDIMENT CONRTOL NOTES: Z �, N 1) BMP NEEDS FOR STORM WATER RUNOFF FOR A t7 v PARTICULAR AREA WILL BE DETERMINED WHEN A 0 GNEW STRUCTURE IS PROPOSED FOR zLO ie I/ CONSTRUCTION. N A QPIFG�5SP\ SO NON.. ���% G� /� �j� 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCESNOT CONTAINED IN W EXISTING 3) FIELD MARK LIMITS OFD S STRUCTURES. DISTURBANCE FOR N w APPROVAL BY LOCAL AUTHORITY AND OBTAIN I� r Q APPROPRIATE STORM WATER MANAGEMENT �/ Z w(j) PERMIT. z w�O 0 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL — O, FENCE AROUND PERIMETER OF PROJECT AS z p W O ` INDICATED ON THIS PLAN SHEET. �/ Q RADIUS = 25' MIN. 5) INSTALL SEDIMENT CONTROL MEASURES LL m 9 Ow 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT INDICATED IN ALL EXISTING STORM DRAIN INLETS Q =w z LONG BY 20' CLEAN ROCK DE P o SSIF,GR``'S5 AND EXTEND IT INTO THE TRENCH. THE EXCAVATED SOIL. ADJACENT TO THE CONSTRUCTION SITE. 6) CONTRACTOR WILL BEGIN DEMOLITION,GRADING, ~ LL GOVERNING AUTHORITY MAY E / EXCAVATION,AND CONSTRUCTING SITE UTILITY p REQUIRE GEOTEXTILE FABRIC TO \C�REP �� / IMPROVEMENTS AS NEW DRAINAGE ELEMENTS PREVENT SUB-SOIL PUMPING. P ARE COMPLETED,CONSTRUCT SEDIMENT I', �� PROTECTION AT ALL NEW INLETS. w SUBGRADE REINFORCEMENT g^ />' e' 7) AREAS DISTURBED BY CONSTRUCTION ACTIVITIES GEOTEXTILE, AS REQUIRED 'MIN. I ti / /� i WILL BE STABILIZED WITH NATIVE GRASS o Ip MATERIAL OUTSIDE THE STREET RIGHT OF WAY Z DEPTH4 = £ /� �.iS 3 i i AND PAVEMENT AREAS OF PARKING AND Q Z DRIVEWAY AREAS.SITE STABILIZATION OF AREAS p DISTURBED BY CONSTRUCTION ACTIVITIES TO BE a W COMPLETED WITHIN THE NUMBER OF DAYS w 1. USE 2 STAKES PER BAG.STAKES MAY BE OMITTED IF BAGS ARE PLACED ON OUTLINED OF FINISHING AN AREA TO THE FINAL PAVEMENT SURFACE. LINES AND GRADES INDICATED ON THE GRADING Uj K 2. OVERLAP ALL BAG JOINTS 6". PLAN. 3. AREA DRAIN MAY BE SUBSTITUTED FOR PREFABRICATED FILTER INSERT WHERE 8) LANDSCAPE ESTABLISHMENT,REMOVE N SHEET FLOW INSTALLATION TEMPORARY MEASURES AND CLEAN STORM cv APPROVED BY ENGINEER. o o (PERSPECTIVE VIEW) DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO p N PROJECT OWNER. z N p Of CONSTRUCTION ENTRANCE 9) DISCHARGE FROM THE SITE WILL BE DISAPPATED O N 3'MAX. THROUGH OVERLAND SHEET FLOW AND IN A Z B TEMPORARY INFILTRATION BASIN. 3 p A A 10) THE BMPS AND SITE WILL BE MONITORED Z Z U 6 B �' I t REGULARLY,ANY ADDITIONAL BMPS THAT ARE p at c9 ULU _ NEEDED WILL BE DETERMINED DURING REGULAR F U) a W O —�i— \\ INSPECTIONS AND INSTALLED ACCORDING TO 0 0 o U OL SPECIFICATIONS. NOTE: � �\ � i 3 k ; /V/ �\ 11) COORDINATE TIMING OF SWPPP WITH POINTS A SHOULD BE \HIGHER THAN POINT / CONTRACTORS gVONAL F4 B. . S G DRAINAGEWAY INSTALLATION o� EN3F0 4� P (FRONT ELEVATION) NOTES 20005 1. CONTRACTOR SHALL PROTECT CONSTRUCTION n 12/21/20210 SILT FENCE FENCE AT ALL TIMES DURING CONSTRUCTION.IF AT ✓�TF OF SOP ANY TIME THE FENCE NEEDS TO BE REMOVED OR 9cO183 MURe� 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. 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 SCRUBBERS,ETC.) IN 3. ALL OFF-HAUL OF MATERIAL SHALL BE Lu ACCOMPLISHED THROUGH A SUBMITTED TRAFFIC BMP:Concrete Waste Management CWN CONTROL PLAN ALLOWING LOADING AND UNLOADING OF VEHICLES IN TRAVEL WAYS.PLAN U) C SHALL BE APPROVED BY CITY OF BOISE AND CCDC oetErnvEs NOTES: PRIOR TO DEMOLITION. Q a fio� .,q,p •Ebuseknwast Prpwices 1. LOCATE PORTABLE TOILETS IN CONVENIENT 4. TRASH BINS SHALL BE PROVIDED FOR PLACEMENT W ^a�Awv.,+�` •canto'"Waste rv�neni:e Dim,rced Areas LOCATIONS THROUGHOUT THE SITE. OF CONSTRUCTION DEBRIS • •Stu b'tl¢e Disturbed Areas Q •Rotectsbpes/Channels •Control sitePenmeter COMPACTED EARTH 2. PREPARE LEVEL GRAVEL SURFACE&PROVIDE 5. CONTRACTOR SHALL SWEEP CLEAN ANY DEBRIS OR J •Controi Internal boson CLEAR ACCESS TO THE TOILETS FOR SERVICING SEDIMENT FROM ALL PUBLIC HARDSCAPES Z 0 SOURCE &FOR ON-SITE PERSONNEL. (SIDEWALK,ROADWAY)FOLLOWING ANY >_ - O O CONPOT N Tl \ ® SIGNIFICANT SPILLING OR TRACKING AND AT A O w Z E aEsc-nu.: TA INFNT�s� 3. CONSTRUCT EARTH BERM PERIMETER(SEE MINIMUM AT THE END OF EACH CONSTRUCTION DAY. C U Q rk.en+o redacemedaonogeorpalaon +o om wmero-omoonore+ewptle EARTH BERM BARRIER INFORMATION SHEET) C 0 z by conducting washout oft-site,pert—mg on-sin,washout inI a designated died. U E and tabmg en,ol. sand subco actors. CONTROL FOR SPILL PROTECTION LEAK(OR 6. ALL HAZARDOUS MATERIAL THAT IS TO BE > � O Awucanows: _ PROVIDE SECONDARY CONTAINMENT,I.E.DRIP TRANSPORTED SHALL BE LOADED OR UNLOADED IN U itrstechniaueisoppkcabletooll tyDesof aces. �"".4s"~"" '� �� PANS). A CONTAINED AREA THAT IS CAPABLE OF O •�-_- COMPACTE RESTRICTING CONTAMINATION OF SURROUNDING 0 z Wswun,dey,d,,et oN eois on : AREAS.MITIGATION PLAN SHALL BE PROVIDED FOR O Mai wy antl wet mwetias antler paver.aww nom tlramoge area:. EARTH Ayoitl mmng excess amounts of fresh concrete ar cement onsRe Petlorm washout of concrete 1rUcks on-site or in tlevgnwetl areas only. ALL POTENTIALLY HAZARDOUS MATERIAL SPILLS. Do not wash out concrete trued into storm wars,open wtcnes streets.or GRAVEL PAD (n si,eams. r..•...r,.L.aN 0 Oo not onow exo�s cote to be dl,m,aed on-sne.e„ in desgnated 7. SOME EROSION CONTROL MEASURES HAVE BEEN When washing concrete to reaoye fine particles and expose the aggregate. 1� gygdigy ESTABLISHED DURING EARLY DEMOLITION WORK. a�atl p=eating n,nan by wanmd the water wtinm a bem,etl a.leyel died. CONTRACTOR SHALL TAKE RESPONSIBILITY OF ALL [See Edith mpot e,sndUb—tfonlwiooninpl ■„ w,paat CONTAINMENTS EARTH BERM GRAVEL PAD O Uj rrain empbyees and subcdn+rocrors in p,oce,concrere wosre mandgemenr. •�mmppa �� EROSION CONTROL INCLUDING THE EXISTING 6MnAnoes: "w'ry "'"'P''' MEASURES. • Ott-site washout of concrete wWte My not aylw5 be possible. ,see-1 y AIMEENANCE: Insoew su on+rocto s to enure that concrete wastes we being pdpeely •Olt a crease monag eal, ,ono oawm+Mep1w4' If using d temp oN pR.dkpose ho,dened concrete on a regYb bo . IMPIEMEMAIIONREOUMEMFI116 PORTABLE TOILET Capra c •Aamtenansce •nrimrg ■NIRh m D II'II Cw4m0l PAGE 8 H:\2021\id-Id-4003-21 bva victory 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.4.01 EROSION CONTROL DETAILS- 12/21/2021 04:38pm, aaron.clements