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HomeMy WebLinkAboutConstruction Drawings V1I.JVI APPROVED ONOW2 SHAPER VIEW TERRACE SUBDIVISION M PORTION OF LOT 4, BLOCK 1, SHAFER VIEW ESTATES SUBDIVISION, BOOK 84, PAGES 9403-9404, RECORDS OF ADA COUNTY, IDAHO, LYING IN THE THE N 1/2 OF THE SW 1/4 OF SECTION 31, T.3N., R.1E., B.M. L 2021 CONTACTS K J H G�� a C B A PLANNING AND ZONING: CITY OF MERIDIAN PLANNING AND DEVELOPMENT SERVICES PHONE: 208-884-5533 SEWER: CITY OF MERIDIAN PUBLIC WORKS PHONE: 208-898-5500 WATER: CITY OF MERIDIAN PUBLIC WORKS PHONE: 208-898-5500 POWER: IDAHO POWER PHONE: 208-388-6320 GAS INTERMOUNTAIN GAS COMPANY PHONE: 208-377-6863 PHONE: CENTURY LINK PHONE: 208-385-2144 CABLE: CABLEONE PHONE: 208-472-8409 HEALTH AUTHORITY: CENTRAL DISTRICT HEALTH DEPARTMENT PHONE: 208-375-5211 SURVEYOR: ACCURATE SURVEYING & MAPPING PHONE: 208-488-4227 CIVIL ENGINEER: BRCKON LAND DESIGN MARY WALL PHONE: 208-376-5153 LANDSCAPE ARCHITECT: BRECKON LAND DESIGN JON BRECKON PHONE: 208-376-5153 OWNER: SHAFER VIEW NORTH, LLC JIM CHAMBERS PHONE: 208-761-0120 BENCHMARK & DATUM SURVEY WAS CONDUCTED BY ACCURATE SURVEYING & MAPPING. BENCHMARK, 1/2" IRON PIN WITH A PLASTIC CAP LABELED "ACCURATE CONTROL", LOCATED SOUTH OF THE IRRIGAITON CANAL. 'T y CINITY MAP N O000 2000 3000 ■ SCALE: I"= 1000'-0" N- 687886.7, E- 2455129.4 CAUTION NOTICE NAVD 88 EL 2743 07' SEE SHEET C2.1 FOR BENCHMARK LOCATION. CONFIRM WITH ACCURATE SURVEYING & MAPPING PRIOR TO CONSTRUCTION. THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE P0551BLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL G05T TO THE OWNER. THE CONTRACTOR SHALL BE REQUIRED AND RESPONSIBLE TO POTHOLE FOR ALL EXISTING UTILITIES TO VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION AND EXCAVATION ACTIVITIES. Sheet List Table Sheet Number Sheet Description C1.00 GENERAL IMPROVEMENTS C1.01 GENERAL IMPROVEMENTS C1.02 GENERAL IMPROVEMENTS C1.03 GENERAL IMPROVEMENTS C1.04 GENERAL IMPROVEMENTS C1.05 GENERAL IMPROVEMENTS C1.06 GENERAL IMPROVEMENTS C2.01 ROADWAY IMPROVEMENTS C2.02 ROADWAY IMPROVEMENTS C2.03 ROADWAY IMPROVEMENTS C2.04 ROADWAY IMPROVEMENTS C2.05 ROADWAY IMPROVEMENTS C2A6 ROADWAY IMPROVEMENTS C2.07 ROADWAY IMPROVEMENTS C2.08 ROADWAY IMPROVEMENTS C2.09 ROADWAY IMPROVEMENTS C2.10 TRAFFIC CONTROL PLAN C3.01 DRAINAGE IMPROVEMENTS C3.02 DRAINAGE IMPROVEMENTS C3.03 DRAINAGE IMPROVEMENTS C3.04 DRAINAGE IMPROVEMENTS C4.01 SANITARY SEWER IMPROVEMENTS C4.02 SANITARY SEWER IMPROVEMENTS C4.03 SANITARY SEWER IMPROVEMENTS C4.04 SANITARY SEWER IMPROVEMENTS C4.05 SANITARY SEWER IMPROVEMENTS C4.06 SANITARY SEWER IMPROVEMENTS C4.07 SANITARY SEWER IMPROVEMENTS C5.01 WATER IMPROVEMENTS C5A2 WATERIMPROVEMENTS C6.01 IRRIGATION IMPROVEMENTS C6.02 IRRIGATION IMPROVEMENTS C6A5 IRRIGATION IMPROVEMENTS C7.01 IRRIGATION IMPROVEMENTS C7.02 IRRIGATION IMPROVEMENTS C7.05 IRRIGATION IMPROVEMENTS L1.00 LANDSCAPEIMPROVEMENTS L1.01 LANDSCAPEIMPROVEMENTS L1.02 LANDSCAPE IMPROVEMENTS L1.03 LANDSCAPEIMPROVEMENTS L1A4 LANDSCAPEIMPROVEMENTS L1.05 LANDSCAPEIMPROVEMENTS L1.06 LANDSCAPEIMPROVEMENTS L1A7 LANDSCAPEIMPROVEMENTS L1.08 LANDSCAPEIMPROVEMENTS L1A9 LANDSCAPEIMPROVEMENTS L2A1 LANDSCAPEIMPROVEMENTS L2A2 LANDSCAPEIMPROVEMENTS L2.05 LANDSCAPEIMPROVEMENTS CERTIFICATION OF COMPLIANCE Sheet Title COVER NOTES PHASING PLAN THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE AGHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE DESIGN PROFESSIONAL AGKNOWLEDGES THAT AGHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM AGHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, L15TED BY DATE AND SHORT DE5GRIPTION, WERE APPROVED FOR THE PROJEGT: NONE DEMOLITION PLAN DEMOLITION PLAN SIGNAGE AND LIGHTING PLAN SIGNAGE AND LIGHTING PLAN E. QUARTZ CREEK ST. E. QUARTZ CREEK ST. S. PREVAIL & S. CRYSTAL CREEK E. JARVIS ST. E. JARVIS ST. E. JARVIS CT. S. SNOWDEN, E. HELIOTRIPE & S. KEYPORT INTERSECTION PLAN S. MERIDIAN RD. S. MERIDIAN RD. DRAINAGE PLAN DRAINAGE PLAN DRAINAGE PLAN DRAINAGE PLAN S. PREVAIL WAY E. JARVIS ST. E. JARVIS CT. E. JARVIS ST. S. SNOWDEN AVE E. HELIOTROPE DR. & S. KEYPORT WAY E. SHAFER VIEW DR. WATER PLAN WATER PLAN PRESSURE IRRIGATION PLAN PRESSURE IRRIGATION PLAN PRESSURE IRRIGATION DETAILS GRAVITY IRRIGATION PLAN GRAVITY IRRIGATION PLAN GRAVITY IRRIGATION DETAILS OVERALL LANDSCAPE PLAN LANDSCAPE PLAN - AREA 1 LANDSCAPE PLAN - AREA 2 LANDSCAPE PLAN - AREA 3 LANDSCAPE PLAN - AREA 4 LANDSCAPE PLAN - AREA 5 LANDSCAPE PLAN - AREA 6 LANDSCAPE PLAN - AREA 7 LANDSCAPE PLAN - PARK ENLARGEMENT LANDSCAPE DETAILS EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS PRELIMINARY 'MOT FOR CONSTRUCTION Copyright QC 2021 NI rghis reserved. Repmduc b or use in arty fo-r by arty means wllheuf m- permia m nr arec Land Design. Inc. Is unlawful and subieci to cnminal pmsewfion. Z O V J 0 mN W VJ W oo W > U Q� �W LL. Z W Q �0 ~0_ J W W >� W Z W W LL Q co N CI Q�G'W y 'o pCOf ow y WGYC7J / 25 6 fYfy y NO QS2� W- 6 2 REVISIONS No. Date I Descriotion I PROJECT NO.: 20021 I DRAWN BY: CS CHECKED BY I DATE: 09/14/2021 SHEET NUMBER C1.00 2 3 4 5 6 7 8 10 IF 12 13 14 15 16 APPROVED 0102122 _ .L'ABiRrv'ur�i ova M L K J H IC C B UTILITY GENERAL NOTES I. THE LOCATION OF EXI5TING UNDERGROUND UTILITIES ARE 5HOHN IN APPROXIMATE LOGATION5. THE GONTRAGTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE5 NHIGH MAY BE OCGA51ONED BY H15 FAILURE TO EXACTLY LOGATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL UTILITIES BUILDING GONNEGTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL GONTRAGTOR PRIOR TO GOMMENGING NORK. 3. ALL GONTRAGTOR-5 GONDUGTING UTILITIES NORK SHALL HAVE IN THEIR POSSESSION AT ALL TIMES, A COPY OF ALL RELEVANT 5PEGIFIGATION5. 4. GONTRAGTOR 5HALL NOTIFY THE ENGINEER OF RECORD OF ANY PLAN DISGREPANGIES PRIOR TO GON5TRUGTION. ANY PLAN GHANGE5 MUST BE APPROVED BY THE ENGINEER OF RECORD. 5. GALL DIGLINE PRIOR TO EXGAVATION: I-500-342-I555. b. GONTRAGTOR SHALL PROVIDE THE ENGINEER OF RECORD THE FOLLONING AS BUILT INFORMATION FOR RECORD DRAHING PURPOSES: A. HORIZONTAL LOGATION5 OF SANITARY SEWER MANHOLES AND GLEANOUTS. B. RIM AND INVERT ELEVATIONS OF SANITARY SEWER MANHOLES AND GLEANOUT5. G. TYPES AND LENGTHS OF PIPES D. HORIZONTAL LOGATION5 OF FIRE HYDRANTS, DOMESTIC, HATER VALVES AND DOME5TIG HATER METERS 7. POTABLE HATER LINE AND NON POTABLE HATER LINE GRO551N65 REQUIRE 18" OF VERTICAL SEPARATION DISTANGE FROM OUTSIDE HALL OF PIPES. GONTRAGTOR MAY NEED TO INSTALL POTABLE HATER LINE GREATER THAN THE TYPICAL 4 FEET DEPTH TO MEET SEPARATION REQUIREMENTS. HOWEVER, THE GONTRAGTOR SHALL NOT INSTALL POTABLE HATER LINE HITH GREATER THAN 60" GOVER FROM TOP OF PIPE TO FINISHED GRADE. 8. ALL WELL ABANDONMENT SHALL BE GOMPLETED IN AGGORDANGE HITH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF HATER RE5OURGE5 (IDNR) AND IDAHO CODE. THE GONTRAGTOR SHALL RETAIN A LICENSED HELL DRILLER FOR ABANDONMENT. COORDINATE HITH ROB NHITNEY AT IDWR WESTERN REGION (334-2190). 4. EXI5TIN6 OVERHEAD PONERLINE5 5HALL BE RETAINED AND PROTEGTED AS NEEDED TO MAINTAIN 5ERVIGE TO ADJAGENT PROPERTIES. THE GONTRAGTOR SHALL COORDINATE WITH IDAHO POWER GOMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 10. EXI5TING 5EPTIG SYSTEMS A55OGIATED WITH ANY ABANDONED BUILDIN65 ON THE SITE SHALL BE ABANDONED AGGORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TEGHNIGAL GUIDANGE MANUAL. THE GONTRAGTOR SHALL VERIFY THE LOCATION OF THE 5EPTIG TANK, DRAINFIELD AND ALL APPURTENANGE5. ALL INLET AND OUTLET PIPING SHALL BE DI5GONNEGTED FROM THE 5EPTIG TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRAGED FROM THE 5EPTIG TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EX15TENGE OF A DRAINFIELD AND SHALL EXGAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIREGTED BY THE GEOTEGHNIGAL ENGINEER AFTER FIELD SITE INSPEGTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED HITH THE WETLAND 5TRIPPIN65 IF AUTHORIZED BY THE ENGINEER. AFTER IN5PEGTION OF EXGAVATED 501L5, THE GONTRAGTOR SHALL BAGKFILL THE DRAINFIELD AREA WITH STRUGTURAL FILL. DEMOLITION GENERAL NOTES I. ALL WORK SHALL BE DONE IN AGGORDANGE HITH THE 5PEGIFIGATION5 AND/OR REQUIREMENTS OF THE ADA GOUNTY HIGHWAY D15TRIGT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC, WORKS GON5TRUGTION (15PNG), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXGEPTIONS HILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE HAY ONLY. THE GONTRAGTOR SHALL COMPLY WITH IDAHO CODE, GHAPTER 22, TITLE 55 REGARDING UNDERGROUND FAGILITIE5 DAMAGE PREVENTION. THE CONTRAGTOR SHALL GONTAGT THE APPROPRIATE UTILITY GOMPANIE5 OR DIGLINE (1-800-342-1585) FOR EXAGT LOGATION A MINIMUM OF 4b HOURS PRIOR TO DIGGINC, 3. UTILITIES ON THI5 PLAN ARE BASED UPON RECORD DRANIN65 AND A5-BUILT SURVEY. BREGKON LAND DE516N MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN GOMPRI5E ALL UTILITIES IN THE AREA, EITHER IN 5ERVIGE OR ABANDONED. FURTHER BREGKON LAND DESGIN DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY LOGATED THE UNDERGROUND UTILITIES. THE GONTRAGTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTEGT EXISTING FAGILITIE5 NOT SCHEDULED FOR REMOVAL AND COORDINATE HITH THE PROJEGT ENGINEER IF UNEXPEGTED FAGILITIE5 ARE ENCOUNTERED. 4. ALL DEMOLISHED DEBRIS MUST BE GOMPLETELY REMOVED FROM THE SITE. REMOVAL OF EXISTING GONSTRUGTION DEBRIS MUST CONTINUE TO EXPOSE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INGLUDE ON, GP, GM, 5H, 5P, 5M IN AGGORDANGE WITH THE UNIFIED 501L GLA551FIGATION 5Y5TEM (U5G5). GONTRAGTOR SHALL COMPLY WITH ALL RECOMMENDED GON5TRUGTION CONSIDERATIONS, AS CONTAINED IN THE PROJEGT GEOTEGHNIGAL ENGINEERING REPORT. 5. AFTER REMOVAL OF ALL DEBRIS THE EXPOSED EXCAVATED AREA SHALL BE IN5PEGTED BY THE PROJEGT GEOTEGHNIGAL ENGINEER TO VERIFY SUITABILITY OF SUBGRADE FOR PLAGEMENT OF STRUGTURAL FILL. THE EXPOSED SUBGRADE MUST BE IN A COMPACT, FIRM AND STABLE CONDITION PRIOR TO FILL PLAGEMENT. THI5 HILL BE GONFIRMED BY PROOF -ROLLING THE 5UBGRADE IN A MANNER AGGEPTABLE TO THE TESTING AND INSPEGTION GON5ULTANT. b. GONTRAGTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF-51TE LOCATION. THE GONTRAGTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 7. GONTRAGTOR 15 RESPONSIBLE FOR 5EGURING AND PAYING FOR ALL PERMITS REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENGY. 8. GONTRAGTOR 5HALL BE REQUIRED TO PROVIDE A HATER TRUCK, A5 NEGE55ARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. 4. GONTRAGTOR 5HALL GONDUGT CON5TRUGTION OPERATIONS TO PREVENT ANY 501L OR OBJEGTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC, RIGHTS -OF -NAY. 10. GONTRAGTOR 5HALL REMOVE ORGANIG OR DISTURBED 501L5 WITHIN GLEARING LIMITS SHOWN ON THE GON5TRUGTION PLANS TO DEPTHS AS RECOMMENDED PER THE GEOTEGHNIGAL REPORT, AND WASTED OR STOCKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NEGE55ARY TO OBTAIN SUITABLE 51JBGRADE MATERIALS AS DETERMINED BY THE GEOTEGH GON5ULTANT. 11. GONTRAGTOR SHALL GLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND VEGETATION NHERE STRUCTURAL FILL 15 TO BE PLACED. GONTRAGTOR SHALL 5TOGKPILE MATERIAL IN DESIGNATED ON-51TE SPOIL PILE LOCATION FOR LANDSGAPING. MATERIAL IN EXGE55 OF THE LANDSGAPING NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-51TE LOCATION. 12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING GONDITION5 OF THE SITE PRIOR TO CONSTRUCTION. GEOTEXTILE GENERAL NOTES I. IF REQUIRED, GONTRAGTOR SHALL USE APPLICABLE GON5TRUGTION GEOTEXTILE5 A5 5PEGIFIED IN 15PNC 5EGTION 2050. AGGREGATE AND ASPHALT GENERAL NOTES I. GONTRAGTOR SHALL USE UNGRU5HED AGGREGATES MEETING 15PNG SEGTION 801. 2. GONTRAGTOR SHALL USE GRU5HED AGGREGATES MEETING ISPNG SEGTION 802. 3. GONTRAGTOR SHALL USE PLANT MIX AGGREGATES MEETING 15PNG 5EGTION 803. 4. GONTRAGTOR SHALL USE ASPHALT PAVEMENT PROGEDURES MEETING 15PNG 5EGTION 805. 5. GONTRAGTOR SHALL USE PLANT MIX PAVEMENT MEETING 15PNG 5EGTION 810. PROJECT GENERAL NOTES I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE SPEGIFIGATION5 AND/OR REQUIREMENTS OF THE GITY OF MERIDIAN PUBLIC, NORK5 DEPARTMENT, AND/OR THE ADA COUNTY HIGHWAY 0I5TRIGT. 2. ALL GONTRACTOR5 NORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR GOMPLIANGE WITH ALL APPLICABLE SAFETY LAN5 OF ANY JURI5DIGTIONAL BODY. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL BARRIGADE5, SAFETY DEVIGE5 AND CONTROL OF TRAFFIC, WITHIN AND AROUND THE GON5TRUGTION AREA. 3. ALL MATERIALS FURNISHED ON OR FOR THE PROJEGT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENGIES OR AS SET FORTH HEREIN, HHIGHEVER 15 MORE RESTRIGTIVE. 4. THE LOGATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOGATION5. THE GONTRAGTOR SHALL DETERMINE THE EXAGT LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE5 NHIGH MAY BE OGGA51ONED BY HI5 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5. GONTRAGTOR SHALL INFORM BREGKON LAND DESIGN OF ANY UTILITY 51ZE OR LOCATION DISGREPANGIES PRIOR TO GONSTRUGTION. 6. ALL GONTRAGTOR5 NORKING WITHIN THE PUBLIC, RIGHT -OF -HAY ARE REQUIRED TO 5EGURE A RIGHT -OF -NAY GON5TRUGTION PERMIT FROM THE GOVERNING AGENGY A MINIMUM OF 48 HOURS PRIOR TO ANY GON5TRUGTION. 7. ONLY PLAN 5ET5 STAMPED "APPROVED FOR GON5TRUGTION" AND 516NED BY THE CITY ENGINEER OR HI5 AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE PROJECT GONTRAGTOR(5). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR GON5TRUGTION" STAMP SHALL BE GROUNDS FOR THE I55UANGE OF A STOP WORK ORDER. 8. 5U55URFAGE 5TORMNATER DI5PO5AL FAGILITIE5 (INGLUDING INFILTRATION BEDS AND DRYNELL5) 5HALL BE LOGATED AT LEAST 25 FEET FROM HATER MAIN5. ANY GHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE GITY OF MERIDIAN PUBLIC, WORKS DEPT. 9. GONTRAGTOR SHALL GONTAGT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585 10. ALL GON5TRUGTION IN THE RIGHT -OF -NAY SHALL GONFORM TO THE LATEST EDITION OF THE ISPNG AND THE AGHD SUPPLEMENTAL SPEC, IFI GATI ON5. NO EXGEPTIONS TO DISTRIGT POLICY, STANDARDS, AND THE 15PNG HILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY THE D15TRIGT. 11. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL UTILITY BUILDING GONNEGTION POINTS WITH MECHANICAL PLANS AND MECHANICAL GONTRAGTOR PRIOR TO GOMMENGING WORK. 12. ALL PRIVATE UTILITIES SHALL BE INSTALLED IN AGGORDANCE WITH THESE PLANS, THE LATEST EDITION OF THE IDAHO 5PEGIFIGATION5 FOR PUBLIC, HORKS GONSTRUGTION AND THE PROJECT 5PEGIFIGATIONS. IF DISGREPANGIES OGGUR THE MORE STRINGENT REQUIREMENT SHALL BE ADHERED TO. 13. PIPE TRENGH SHALL CONFORM TO THE LATEST 15PNG DIV15ION 300 AND SD-301. BEDDING AND BAGKFILL SHALL BE GON5TRUGTED PER 5EGTION5 505 AND 306 OF THE ISPNG. 14. ANY SURVEY MONUMENTS DISTURBED BY THE GONTRAGTOR SHALL BE REPLAGED IN A MANNER MEETING 15PNG 5EGTION 2020 AND THE GONTRAGTOR'S EXPENSE. GRADING GENERAL NOTES I. ALL EARTHWORK INGLUDING GLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BAGKFILL, DEHATERIN6, AND EROSION CONTROL SHALL MEET THE 5PEGIFIGATION5 OF 5EGTION 200 OF THE 15PNG AS HELL AS THE 5PEGIFIGATION5 AND REGOMMENDATION5 OF THE GEOTEGHNIGAL ENGINEERING REPORT. 2. THE GONTRAGTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FAGILITIE5 WITH THE GON5TRUGTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNGTIONING. 3. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM AGTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEG). GONTAGT GRAIL 5HEP44ARD AT THE SOUTHWEST REGIONAL DEG OFFIGE (373-0557). THE CONTRACTOR SHALL SUBMIT TO DEG A DENATERING PLAN NHIGH OUTLINES THE LOCATION OF FROP05ED BMP5 AND THE 5EQUENCING OF THE DENATERING AGTIVITIE5. ALL GON5TRUGTION WATER GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. 4. PRIOR TO PLAGEMENT OF FILL MATERIAL, THE GONTRAGTOR SHALL GLEAR THE 51TE OF ALL HASTE MATERIALS AND VEGETATION AND PREPARE THE 5U55RADE AS RECOMMENDED IN THE GEOTEGHNIGAL REPORT. ALL HASTE MATERIAL SHALL BE REMOVED FROM THE 51TE AND DISPOSED OF IN AGGORDANGE WITH ALL APPLIGABLE REGULATIONS. THE SITE SHALL BE PROOF -ROLLED PRIOR TO PLAGEMENT OF FILL MATERIAL TO ENSURE STABILITY OF 5U55RADE. A REPRESENTATIVE OF THE GEOTEGHNIGAL GON5ULTANT SHALL REMAIN ON 51TE TO ENSURE PROPER PLAGEMENT AND GOMPAGTION OF 5TRUGTURAL FILL. 5. NO WORK SHALL BE DONE NITHIN JURI5DIGTIONAL NETLAND AREAS UNTIL A 404 PERMIT HAS BEEN 155UED BY THE U5 ARMY GORP5 OF ENGINEER5. ALL NORK NITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 PERMIT. 6. STRIP AND 5TOGKPILE TOPSOIL AS REGOMMENDED IN THE GEOTEGHNIGAL REPORT AND DISPOSE OF DEBRIS OFF -SITE. THE DEPTH OF STRIPPING COULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INGLUDING SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE HEATHER GONDITION5 DURING GON5TRUGTION. STRIPPING DEPTHS SHALL BE DIREGTED BY THE ON51TE GEOTEGHNIGAL GON5ULTANT. LOCATION OF 5TOGKPILED MATERIAL SHALL BE GOORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLAGEMENT. 7. TESTING SHALL BE PERFORMED PER THE REGOMMENDATIONS OF THE GEOTEGHNIGAL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE GOMPAGTED TO G5% MODIFIED PROGTOR PER THE REQUIREMENTS OF A5TM D 1557. TESTING FREQUENGY SHALL ALLON FOR A MINIMUM OF ONE GOMPAGTION TEST PER LIFT PER LOT. THE GOMPAGTION TESTS ON THE FINAL LIFT FOR EAGH LOT SHALL BE SUPPLIED TO THE PROJEGT ENGINEER AT THE COMPLETION OF THE PROJECT. 8. THE 5UBGRADE NITHIN THE ROAD RIGHT -OF -NAYS SHALL BE STRIPPED, GOMPAGTED, INSPEGTED AND PROOF ROLLED HITH A HEAVY RUBBER -TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO PLAGEMENT OF FILL. FILL NITHIN THE ROADWAY AREAS SHALL BE GOMPAGTED TO NOT LE55 THAN c15% OF THE MAXIMUM DRY DEN5ITY OF THE 501L AS INDICATED BY A5TM Dil IN FLEXIBLE PAVEMENT AREAS. 9. STRUCTURAL FILL IS DEFINED BY THE GEOTEGHNIGAL CONSULTANT. SEE GEOTEGHNIGAL REPORT FOR ADDITIONAL INFORMATION. 10. THE GONTRAGTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE NHIGH TREES WITHIN THE PROJEGT LIMITS ARE TO REMAIN AND NHIGH ARE TO BE REMOVED. 11. TOPSOIL AND OTHER 5TOGKPILE AREAS TO BE COORDINATED BETWEEN GONTRAGTOR AND OWNER BEFORE THE START OF GON5TRUGTION. 12. NO GRADING WORK SHALL OGGUR UNTIL THE OWNER HAS FILED A NOTIGE OF INTENT FOR GON5TRUGTION AGTIVITY HITH THE EPA. 15. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENGIES OR AS SET FORTH HEREIN, NHIGHEVER 15 MORE RE5TRIGTIVE. GONTRAGTORS MU5T FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THI5 PROJECT MEET THE REGUIREMENT5 AT THE REQUEST OF THE AGENGY AND/OR THE ENGINEER. CONCRETE GENERAL NOTES I. GONGRETE MATERIALS SHALL MEET 15PNG 5EGTION 703 PART 2.1. 2. AD MIXTURE SHALL MEET 15PNG 5EGTION 705 PART 2.2. 3. GONGRETE MIX SHALL MEET ISPNG SEGTION 705 PART 2.4. 4. WORKMANSHIP SHALL MEET ISPNG SECTION 703 PART 5.1. 5. GONTRAGTOR SHALL FOLLON HEATHER AND TEMPERATURE LIMITATIONS AS 5PEGIFIED IN 15PNG 5EGTION 703 PART 5.2. 6. GONGRETE PLAGEMENT SHALL MEET 15PNG SEGTION 705 PARTS 5.5, 5.4 AND 5.5. 7. GONTRAGTOR SHALL DI5GONTINUE OPERATIONS WHEN DE5GENDING AIR TEMPERATURE REAGHE5 35°F OR LONER. FURNISH GONGRETE THAT HILL HAVE A TEMPERATURE OF AT LEAST 50oF AND NOT MORE THAN 85°F AT THE TIME OF PLAGING. 8. PORTLAND GEMENT GONGRETE SHALL MEET 15PNG 5EGTION 706 PARTS 2.4 AND 3. 9. FOR PRECAST APPLICATIONS, GONTRAGTOR SHALL PROVIDE SUBMITTAL TO THE ENGINEER OF RECORD SHOWING GOMPLIANGE HITH ISPNG 5EGTION 704 PARTS I, 2, AND 3. STREET LIGHTING GENERAL NOTES I. GONTRAGTOR SHALL SUBMIT SHOP DRANING5 AND GUT SHEETS MEETING 15PNG 5EGTION 1102 PART 1.4. 2. GONTRAGTOR SHALL FURNI5H MATERIALS MEETING 15PHG 5EGTION 1102 PART 2. 3. GONTRAGTOR SHALL COMPLETE NORK MEETING ISPNG 5EGTION 1102 PART 3. ACHD STANDARD NOTES I. ALL GON5TRUGTION WITHIN THE ADA GOUNTY HIGHWAY D15TRIGT (AGHD) RIGHT-OF-WAY SHALL CONFORM TO THE GURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC, WORKS GONSTRUGTION (ISPNG) AND THE AGHD SUPPLEMENTAL SPEGIFIGATIONS. NO EXGEPTION5 TO D15TRIGT POLIGY, STANDARDS, AND THE 15PNG HILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. AGHD HILL IN5PEGT ALL IMPROVEMENTS NHIGH FALL WITHIN THE AGHD RIGHT-OF-WAY OR EASEMENT INGLUDING BUT NOT LIMITED TO STORM DRAIN GON5TRUGTION, TRENGH BAGKFILL PROGEDURES, ROAD NAY GON5TRUGTION AND GONGRETE WORK. ANY NORK TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY WILL REQUIRE A SEPARATE PERMIT THROUGH AGHD GON5TRUGTION 5ERVIGE5 DIVISION. THE GONTRAGTOR WILL 5GHEDULE AND IN5PEGTION,REQUE5TED THROUGH AGHD GON5TRUGTION 5ERVIGE5 SUBDIVISION INSPECTION STAFF, 208-387-6284, A MINIMUM OF 24 HR5. PRIOR TO GON5TRUGTION STARTING. 3. TRAFFIC, PLANS AND 5AHGUT5 A55OGIATED WITH THE GON5TRUGTION OF ANY UTILITY HILL BE COORDINATED AND APPROVED THROUGH GON5TRUGTION 5ERVIGE5 SUBDIVISION IN5PEGTION STAFF OF AGHD, 208-387-6284, PRIOR TO INITIATING ANY GON5TRUGTION. 4. AGHD IN5PEGTION STAFF HILL BE MORE GLO5ELY MONITORING PEDESTRIAN FAGILITIE5 FOR GOMPLIANGE WITH ADA STANDARDS. AS A REMINDER, SIDENALK GROSS SLOPE SHALL NOT EXGEED 2.0%; THERE ARE NO "TOLERANGE5" ALLOWED. 5. TRUNCATED DOMES SHALL BE GON5TRUGTED ON ALL PEDESTRIAN RAMPS NITHIN AGHD RIGHT-OF-WAY. DOMES SHALL BE GON5TRUGTED PER 15PNG 5D-712. DOMES SHALL BE GAST INTO THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC, YELL -ON. 6. ALL UTILITY IMPROVEMENTS ARE TO BE GON5TRUGTED TO AGGOMMODATE THE COLLAR REQUIREMENT PER 15PNG 5D-616 AND BE IN AGGORDANGE HITH 5EGTION 703 OF THE 15PNG. 7. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLAGED 50 AS NOT TO GONFLIGT WITH ANY CONCRETE GURB, GUTTERS, 51DEKALK OR OTHER STREET IMPROVEMENTS. 8. UTILITY STREET GUTS IN PAVEMENT LE55 THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE D15TRIGT. GONTAGT THE DISTRIGT'S UTILITY COORDINATOR AT 208-38i-6258 (WITH FILE NUMBERS) FOR DETAILS. 9. GON5TRUGT ALL PAVEMENT MATGHE5 (INGLUDING DRIVEWAY APPROAGHE5 AND UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY SHALL BE GON5TRUGTED TO MATCH THE EXISTING STREET PAVEMENT 5EGTION OR TO USE THE FOLLONING: PRINCIPAL ARTERIAL ROADNAY5 SHALL BE 5P-3, 0.50 INGH (1/2") MIX, PG 64-28 FIVE INGHE5 (5") THICK, A5 A MINIMUM WITH 4" OF 5/4" BASE AND 26" OF 6" MINUS PIT RUN. GOLLEGTOR, LOGAL GOMMERGIAL, AND LOCAL INDUSTRIAL ROADNAY5 SHALL BE 5P-3, 0.50 INGH (1/2") MIX, PG-64-28 THREE INGHE5 (39 THIGK, AS A MINIMUM HITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN. LOCAL RESIDENTIAL ROADNAY5 AND ALLEYS SHALL BE A SP-3, 0.50 INGH (1/2") MIX, PG 58-28 TNO AND A HALF INGHE5 (2.5") THICK, AS A MINIMUM WITH 4" OF 5/4" BA5E AND 14" OF (9" MINUS PIT RUN. USE WHICHEVER PAVEMENT 5EGTION 15 GREATER. 10. ACTUAL FIELD GONDITION5 DURING TRENGHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLONING CONDITIONS ARE LISTED IN 5EGTION 6000 HIGHWAY GUTS OF THE AGHD POLICY MANUAL. 1). ALL ASPHALT MATGH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE GENTERLINE OF THE STREET AND INGLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENGHING OPERATIONS. 2). IF THE GUMULATIVE DAMAGED PAVEMENT AREA EXGEEDS 50% OF THE TOTAL ROAD 5URFAGE, GONTRAGTOR SHALL REPLAGE THE ENTIRE ROADNAY 5URFAGE. 3). GONTRAGTOR SHALL REPLAGE THE PAVEMENT 5URFAGE TO ENSURE MATGH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATGH LINE SHALL ONLY FALL IN THE GENTER OR EDGE OF A TRAVEL LANE. 4). FLONABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENGH MATERIAL 15 DEEMED UNSUITABLE BY AGHD IN5PEGTOR, DOES NOT MEET GOMPAGTION STANDARDS OR TIME 15 A GRITIGAL FAGTOR 5). ANY EXGEPTION5 TO THESE RULES SHALL BE PRE -APPROVED IN NRITING BY D15TRIGT STAFF BEFORE GON5TRUGTION BEGIN5. 11. ABANDONED TEST PITS OR NATERNAY5 LOCATED WITHIN GURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXGAVATED TO NATIVE 501L AND BACKFILLED WITH 5TRUCTURAL FILL PER 15PNG 5PEGIFIGATION5. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPNG SPEC, IFI GATI ON5 AND A GOPY OF THE GOMPAGTION TESTS. 12. PRIOR TO PLAGEMENT OF ANY PAVEMENT MARKINGS GONTAGT AGHD GONSTRUGTION 5ERVIGE5 AT 208-38i-6284 FOR VERIFIGATION OF GOMPLIANGE WITH POLIGY AND EXISTING PAVEMENT MARKINGS. 13. PRIOR TO REMOVAL OFANY EXI5TING STREET 516NAGE, GOORDINATE HITH AGHD GON5TRUGTION 5ERVIGE5 TO DETERMINE IF REMOVAL GAN BE DONE AND/OR IF TEMPORARY 516NA6E MAY BE NEEDED. ACHD SITE SPECIFIC NOTES I. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH AGHD AND OBTAIN A NO-GHARGE RIGHT-OF-WAY PERMIT, 2. CONSTRUCTION IMPACTS MAY WARRANT ADDITIONAL CONCRETE GURB, GUTTER AND ASPHALT REPLACEMENT, NHIGH WILL BE AT THE DISCRETION OF AND DETERMINED BY AGHD INSPECTION STAFF AS THE PROJECT PROGRE55E5. WHERE EXISTING GUTTER PAN 15 IMPAGTED, THE MINIMUM ASPHALT GUT LINE OF 2-FOOT HILL BE ENFORCED. 3. E. QUARTZ CREEK ST. 15 CLASSIFIED AS A COLLECTOR ROADWAY, 5. PREVAIL WAY 15 CLASSIFIED AS A LOCAL ROADWAY, AND 5 MERIDIAN PP. 15 GLA551FIED AS A STATE SYSTEM PRINGIPAL ARTERIAL. SEE AGHD STANDARD NOTE G FOR ADDITIONAL GUIDANGE. TRAFFIC CONTROL GENERAL NOT I. CONTRACTOR SHALL USE TRAFFIC, CONTROL METHODS DURING GON5TRUGTION THAT MEET 15PNG 5EGTION 1105, IF NEEDED. 2. GONTRAGTOR SHALL INSTALL PERMANENT PAVEMENT MARKIN65 MEETING 15PNG 5EGTION 1104. 3. GONTRAGTOR SHALL INSTALL PERMANENT TRAFFIC, SIGNS MEETING ISPNG SEGTION 1105. CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL & COMMERCIAL DEVELOPMENTS (MARCH 2O18) GENERAL GON5TRUGTION I. ALL GON5TRUGTION NORK SHALL BE DONE IN AGGORDANGE KITH THE GURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC, NORK5 GON5TRUGTION (ISPNG), THE GITY OF MERIDIAN SUPPLEMENTAL SPEGIFIGATION5 TO THE ISPNG (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRIGT (AGHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE GONTROLLING STANDARDS OR SPEGIFIGATION5. 2. THE GONTRAGTOR SHALL HAVE A COPY OF THE LATEST GITY OF MERIDIAN STANDARD 5PEGIFIGATION5 AND DRANIN65 ON 51TE OR READILY AGCE551BLE AT ALL TIMES DURING CON5TRUGTION (AVAILABLE ON THE HE55ITE). FAILURE TO HAVE AGGE55 TO A GURRENT COPY OF THE STANDARD 5PEGIFIGATION5 ON 51TE COULD BE GROUNDS FOR A STOP NORK ORDER UNTIL THE SITUATION 15 RESOLVED. 3. THE GONTRAGTOR SHALL HAVE PLANS STAMPED ®APPROVED FOR CON5TRUGTIONA BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL GONTRAGTOR5, 5UBGONTRAGTOR5, AND UTILITY GONTRAGTOR5 SHALL ATTEND A PRE-GONSTRUGTION GONFERENGE PRIOR TO START OF WORK. 5. GONTRAGTOR5 SHALL NOTIFY THE APPROPRIATE AGENGY WHEN MATERIALS ARE ON 51TE OR IN5PECTION OF THE NORK 15 REQUIRED. NO NORK MAY BEGIN ON ANY PROJEGT NITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. GONTAGTOR SHALL NOTIFY THE PUBLIC, NORK5 IN5PEGTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE GONTRAGTOR MAY NOT OPEN OR GL05E HATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJEGT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENGIES. AT THE REQUEST OF THE APPROVING AGENGY OR THE DESIGN ENGINEER, GONTRAGTOR5 SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THI5 PROJECT MEET THE SPEGIFIGATION REQUIREMENTS SET FORTH IN GENERAL GONSTRUGTION NOTE NO. 1. 8. NORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENGY MUST BE APPROVED PRIOR TO (A) BAGKFILLING TRENGHE5 FOR PIPE; (B) PLAGING OF AGGREGATE BASE; (G) PLAGING OF GONGRETE; (D) PLAGING OF ASPHALT PAVING. G. INSPEGTION, APPROVAL AND FINAL AGGEPTANGE OF ALL HATER AND SEWER GON5TRUGTION SHALL BE BY THE PUBLIC, NORK5 DEPARTMENT, AND THEIR DEGISION SHALL BE FINAL. SUGH IN5PEGTION5 SHALL NOT RELIEVE THE GONTRAGTOR FROM THE RESPONSIBILITY OF PERFORMING THE HORK IN AN AGGEPTABLE MANNER IN AGGORDANGE WITH THE DEG/GLPE APPROVED GON5TRUGTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND 5PEGIFIGATION5 MUST HAVE THE APPLICABLE AGENGY APPROVAL IN WRITING PRIOR TO GONSTRUGTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELEGTRIGAL GONTRAGTOR SHALL OBTAIN AN ELEGTRIGAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC, NORK5 DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOGATION5 FROM THE APPROVED PLANS MUST BE APPROVED IN NRITING FROM THE GITY ENGINEER. HATER I. GON5TRUGTION OF THE HATER 5Y5TEM 5HALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC, DRINKING HATER SYSTEMS (IDAPA 58.01.08)" AS NELL AS THE STANDARDS AND 5PEGIFIGATION5 REFERRED TO IN GENERAL GONSTRUGTION NOTE NO. I. 2. THE HORIZONTAL SEPARATION OF POTABLE HATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT 15 NEGESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE HATER MAIN TO GRO55 WITH LE55 THAN EIGHTEEN (15) INGHE5 OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTED IN AGGORDANGE HITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING HATER SYSTEMS (IDAPA 58.01.08) AND 5EGTION 430.02 OF THE NA5TENATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE 5ERVIGE5 AND POTABLE HATER 5ERVIGE5 OR POTABLE HATER MAINS SHALL BE A MINIMUM OF 51X (6) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE HATER MAIN AND NON -POTABLE HATER MAIN TO GRO55 WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTIGAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTED IN AGGORDANGE WITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING HATER SYSTEMS (IDAPA 58.01.08) AND 5EGTION 450.02 OF THE NA5TENATER RULES (IDAPA 58.01.160. 4. PLAGE HATER 5ERVIGE LINES IN A TNO (2) INGH DIAMETER PIPE SLEEVE WHEREVER THE 5ERVIGE LINE GRO55E5 A STORM HATER TREATMENT FAGILITY (I.E. SEEPAGE BED5, DRAINAGE SHALES). 5. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING GONTINUOUS HATER 5ERVIGE TO ALL EXISTING HATER USERS AFFEGTED BY GONSTRUGTION. IF HATER 5ERVIGE MUST BE INTERRUPTED, THE GONTRAGTOR SHALL COORDINATE WITH THE PUBLIG NORK5 INSPECTOR. SEWER I. GON5TRUGTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS NELL AS THE STANDARDS AND 5PEGIFIGATION5 REFERRED TO IN GENERAL GON5TRUGTION NOTE NO. I. 2. THE HORIZONTAL SEPARATION OF POTABLE HATER MAINS AND NON -POTABLE HATER MAINS (5ANITARY 5ENER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE HATER MAIN AND NON -POTABLE HATER MAIN TO GRO55 WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRJCTED IN AGGORDANGE HITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 55.01.08) AND 5EGTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE 5ERVIGE5 AND POTABLE HATER 5ERVIGE5 OR POTABLE HATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE HATER MAIN AND NON -POTABLE HATER MAIN TO GROSS WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTED IN AGGORDANGE HITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING HATER SYSTEMS (IDAPA 55.01.08) AND SEGTION 450.02 OF THE NA5TENATER RULES (IDAPA 58.01.16). 4. PLAGE 5ENER 5ERVIGE LINES IN A SIX (6) INGH DIAMETER HATER GLASS PIPE SLEEVE WHEREVER THE 5ERVIGE LINE GROSSES A STORM HATER TREATMENT FAGILITY (I.E., SEEPAGE BEDS, DRAINAGE SHALES). ROADNAY I. ALL GONTRAGTOR5 WORKING NITHIN THE PUBLIC, ROAD RIGHT-OF-WAY ARE REQUIRED TO 5EGURE A RIGHT -OF -HAY GON5TRUGTION PERMIT FROM AGHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY GON5TRUGTION. 2. AGHD OR ITD HILL INSPEGT ALL NORK WITHIN THE PUBLIC RIGHT5-OF-NAY TO INGLUDE UTILITY TRENGHE5 ABOVE THE PIPE ZONE. PRESSURIZED IRRIGATION I. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE RRIGATION DISTRIGT IN NHIGH IT IS BEING GONSTRUCTED. 2. INSTALL A REDUGED PRESSURE BAGKFLON PREVENTER IN ANY GONNEGTION BETHEEN THE POTABLE HATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVIGE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN HATER DEPARTMENT. DRAINAGE I. FOR ANY DRAINAGE FAGILITIE5 WITHIN A PUBLIC, RIGHT OF NAY, AGHD OR ITO SHALL BE RESPONSIBLE FOR IN5PEGTION. FOR ANY PRIVATE DRAINAGE FAGILITIE5 THE PROJECT ENGINEER OR ARGHITEGT SHALL BE RESPONSIBLE FOR IN5PEGTION AND GERTIFIGATION OF DRAINAGE FAGILITIE5; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FAGILITIE5 HILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFIGIAL UNDER THE APPROPRIATE PERMIT. \STE>Am PRELIMINARY NOT FOR CONSTRUCTION �i iF OF yUr �. qRY E3 wp,� Copyright c12021 All nghls reserved. Repr,duCL,On br use in any fort, or by any means wrho wrilfen pe,niesion of 13-k- Land Design, Inc. ie unlawful e,d subl- b m�,al presenwi,, Z O r V ) V I- M0 W �N W n V�! � t'MJ W 00 Lu > U p O cn /'r w Ir z (I-Cr 0 :E WQ -z ~0_ J W LLB LU Er W W LL r2 V w a ),ww. y 9 0 gWa�O7j r\\ RPM� wm a u°Of =tw,fO 31. ,,yy °>Rom m no°afz� Jammu �w a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C1.01 E 2 3 4 5 1 6 1 7 8 1 9 1 10 11 1 12 1 13 14 15 16 APPROVED 03 ov2z DIQ a_ c1 i ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING �G� ER Cti PRELIMINARY PHASING LEGEND M�� FOR CONBTAUCTION �i E OF \Ur EXISTING PROPERTY LINE qny E3 wP�� PROPOSED LOT LINE PROPOSED RIGHT OF WAY PHASING LIMITS o o t7 u m s E E m m 3 �a`m oo m -amo�� �mm Fs �m0 ?, - - w t Za - a mmN 80 o z _ J w. 3 N c 3 x a ne Copyright C 2021 All rghls reserved. Reprod--, or use in any for or by any means wi "`wrilfen permission of Br.1- Land Design, Inc. is unlawful e,d s,bl- anm�nal prmsemufirn z 0 > U) m D N z Lu C) (.4 :2 z LLJ CY) Lu Q >_j Uoo O Ir 7 WQ L V7 U) F W W Lij LL > � IL.ILI W z LU uj V LL Q r2 V / rC gWOO?J �� C7 t7fW Y6'6' 4Fr NoI,u Ja�u��W a3 f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C1.02 1 12 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED o10z 2z J I C B 1 ' Q' II � 1 rn I +BM 1 19 I I I Ii 1 1 21 / 21 1 21 12 —ram — —_ \ ♦ �_ � 15 21 DEMOLITION LEGEND 24 EXISTING PLANTS TO REMAIN ���///��� ///���✓✓✓_������_\ EXISTING PLANTS TO BE REMOVED EXISTING PROJEGT PROPERTY BOUNDARY — — PROPERTY LINES GON5TRUGTION LIMITS. TEMPORARY 6' HI6H GHAIN LINK FENCE X X EXISTING FENGE TO REMAIN jp 501L TESTING LOCATION - SEE 5PEGIFIGATION5 EXISTING SIGN EXISTING POWER POLE ® APPROXIMATE AREA OF ASPHALT REMOVAL APPROXIMATE AREA OF CONCRETE REMOVAL DEMOLITION NOTES I. GOORDINATE ALL DEMOLITION, GRADING, AND EARTHWORK OPERATIONS WITH GIVIL, MEGHANIGAL, AND ELEGTRIGAL ENGINEERING SHEETS. 2. GONTRAGTOR SHALL REFER TO SPEC, IFI GATI ONS AND DETAILS FOR ADDITIONAL REG2UIREMENT5. 3. LIMITS OF WORK ARE IDENTIFIED ON PLANS. 4. IN THE EVENT OF A DI5GREPANGY, NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY. DEMOLITION CALLOUT I Cr-Cnln OSAHGUT AND REMOVE EXISTING ASPHALT, 1 REMOVE A MINIMUM OF 2'-0" FROM EXISTING PAVEMENT EDGE REFER TO ROADWAY PLANS. REPAIR PER I5PHC STANDARD ORANING 50-301. Z SAVE AND PROTEGT EXISTING SANITARY SEWER. ,j SAVE AND PROTEGT EXISTING WATER MAIN. 4 REMOVE EXISTING STORM DRAIN PIPES. SEE DRAINAGE PLAN. OREMOVE EXISTING BORROW DITGH. © SAVE AND PROTECT EXISTING DRAINAGE SHALE. OREMOVE AND FILL EXISTING DRAINAGE SHALE. BACK FILL TO FIN15H GRADE AND GOMPAGT A5 5PEGIFIED. OREMOVE AND RELOCATE EXISTING SIGN. OREMOVE EXISTING FENGING AND GATES. POWER POLES AND OVERHEAD ELEGTRIGAL LINES 1O TO BE REMOVED/RELOGATED BY LOGAL UTILITY. COORDINATE WITH LOCAL UTILITY. 11 SAVE AND PROTECT EXISTING DRAINAGE G STRUCTURES AND PIPING. 1Z SAVE AND PROTEGT EXISTING IRRIGATION STRUCTURES AND PIPING. 13 REMOVE EXISTING MONUMENT SIGN, HALL5 AND VEGETATION. REFER TO LANDSCAPE PLAN. 14 SAVE AND PROTECT EXISTING VEGETATION. 15 SAVE AND PROTECT EXISTING POWER POLE. RELOCATE EXISTING IRRIGATION MANHOLE PER 16 GRAVITY IRRIGATION PLAN. ADJUST RIM ELEVATION PER PLANS. RELOCATE EXISTING LIGHT POLE AS NEGE55ARY. 17 GONTRAGTOR SHALL VERIFY EXI5TING LOGATION AND IDENTIFY ANY GONFLIGT5 WITH PROPOSED IMPROVEMENTS 18 REMOVE EXISTING SAND AND GREASE TRAP. 19 REMOVE EXISTING IRRIGATION PIPING. ZO REMOVE EXISTING GRAVEL AGGE55 ROAD r21 SAVE AND PROTEGT EXISTING GRAVEL AGGE55 ROAD QSAVE AND PROTECT EXI5TING PUMP HOUSE ' PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� o N Q� N n� `mGrn E m c[➢m (9a _nrdUcc �m� �mN `� w _ n 0 bj z I 3 m c a m-E Copyright c12021 All rghls reserved. R p d ton or use r any form ,r by any means ih 1 Ifen perm ss. of 13—c n Land Design, Inc. is unlawful end s,bl- to ,--1 prosaculion. Z O r V > U) m 't z Z ��� V J (.0G 5w LUap J >0- Qo0z O w OE D- LU Q J ~E5_ O L u I..L Lu %W LLJ Lu V LL Q V 1 Q0:aw y RPM 2WCw ZC� �� C7 t7w_t,� 4�Fr Nooaa=m �40u�Dw a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C1.03 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 IL K J r C B DEMOLITION PLAN \ \ \ \ -ISO LF I 21 21 I I l III I I J \ \ / 12 \� \ \ 11 0 1 1 1 Qr,0 1 KEY MAP N DEMOLITION LEGEND 24 EXISTING PLANTS TO REMAIN J�4 {A& EXISTING PLANTS TO BE REMOVED qw EXISTING PROJEGT PROPERTY BOUNDARY — — PROPERTY LINES GONSTRUGTION LIMITS. TEMPORARY b' HI6H GHAIN LINK FENGE X X EXI5TIN& FENGE TO REMAIN jp #1 SOIL TESTING LOCATION - SEE SPEGIFIGATIONS EXISTING SIGN EXISTING POWER POLE ® APPROXIMATE AREA OF ASPHALT REMOVAL APPROXIMATE AREA OF CONCRETE REMOVAL DEMOLITION NOTES I. COORDINATE ALL DEMOLITION, &RADIN&, AND EARTHWORK OPERATIONS WITH GIVIL, MEGHANIGAL, AND ELEGTRIGAL ENGINEERING SHEETS. 2. GONTRAGTOR SHALL REFER TO 5PEGIFIGATION5 AND DETAILS FOR ADDITIONAL REQUIREMENTS. 3. LIMITS OF WORK ARE IDENTIFIED ON PLANS. 4. IN THE EVENT OF A DISGREPANGY, NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY. DEMOLITION CALLOUT I r:r�r:rxin OSANGUT AND REMOVE EXISTING ASPHALT. 1 REMOVE A MINIMUM OF 2'-0" FROM EXISTING PAVEMENT EDGE REFER TO ROADWAY PLANS. REPAIR PER 15PHG STANDARD DRAWING 5D-301, 2 SAVE AND PROTEGT EXISTING SANITARY SEWER. 3 SAVE AND PROTEGT EXISTING HATER MAIN. 4 REMOVE EXISTING STORM DRAIN PIPES. SEE DRAINAGE PLAN. OREMOVE EXISTING BORROW DITGH. OSAVE AND PROTECT EXISTING DRAINA&E SHALE. OREMOVE AND FILL EXISTING DRAINAGE SHALE. BACK FILL TO FIN15H GRADE AND GOMPAGT A5 5PEGIFIED. OREMOVE AND RELOCATE EXISTING SIGN. OREMOVE EXI5TIN& FENGIN& AND &ATE5. POKER POLES AND OVERHEAD ELEGTRIGAL LINES 1O TO BE REMOVED/RELOGATED BY LOCAL UTILITY. COORDINATE WITH LOCAL UTILITY. 11 SAVE AND PROTEGT EXISTING DRAINAGE 5TRUGTURES AND PIPING. 12 SAVE AND PROTEGT EXISTING IRRIGATION STRUCTURES AND PIPING. 13 REMOVE EXISTING MONUMENT SIGN, HALLS AND VEGETATION. REFER TO LANDSGAPE PLAN. 14 SAVE AND PROTEGT EXISTING VEGETATION. 15 SAVE AND PROTEGT EXISTING POWER POLE. RELOCATE EXISTING IRRIGATION MANHOLE PER 16 GRAVITY IRRIGATION PLAN. ADJUST RIM ELEVATION PER PLANS. RELOCATE EXISTING LIGHT POLE AS NEGESSARY, 17 GONTRAGTOR SHALL VERIFY EXISTING LOCATION AND IDENTIFY ANY GONFLIGTS WITH PROPOSED IMPROVEMENTS 1$ REMOVE EXISTING SAND AND GREASE TRAP. 19 REMOVE EXI5TIN& IRRIGATION PIPIN&. O REMOVE EXISTING GRAVEL AGGESS ROAD 21 SAVE AND PROTECT EXISTING GRAVEL AGGESS ROAD ' PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� o N im � m s E .E m 3 m `mGrn E m c[➢m 0 a _nrdUcc �m� �mN w _a �o� z� 3 N c J w.� 3 x a m-E Copyright c12021 Allrightsreserved. Repr,d-, or use in any (ort. or by any means without written pert........f Br.l- Land Design, Inc. is unlawful end subject to ,--1 pr.s A.. z O r V () W Z z Lu U)(.0 :2J LU ap 0- � 0z Qo cr O w a_ JJ Q J ~E5_ O Lu Lu Lu Z LLJ Lu LL Q V ) d QINaw w rC gWO��O?J / 4[F �<as oam JQou��W a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C1.04 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 APPROVED 03 0� zz L 11 J I A: 0 Of z Q w 2 7, +BM QUARTZ CREEK T 1 I I I I I I I I O i I I I I I mil I ©9 w� +BM 7 O 4 0) Q 5 S 2 S11 2 a 2 S3 S4 I I I I I I S2 3 J Q I I I S6 S4 2 I I I 4 I COD INtll_1:01101 1 I — _ \ 2 S6 S8 I I I I 4 I I I I 1 S1 I 4 2 S6 S10 I I I 11 Q i 0 0 ® 0 © i Oa 20 19 18 } o I I I I ( Y( 17 z 19 2 S8 S9 I � 4 2 S9S10 NFt/ p 5 I -E. SHAPER VIEW DR.— \\�� T SIGNAGE AND LIGHTING PLAN N 50 0 50 100 150 SGALE: I"= 50'-0" 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING SIGNAGE AND ASS\OI W L fn ci ��� ���\STE" LIGHTING LEGEND �PRELIMINARY� NOT FOR EXISTING PROPERTY LINE CONSTRUCTION � f OF \Ur PROPOSED LOT LINE E3 P — — — — PROPOSED RIGHT OF WAY -� PROPOSED SIGN PROPOSED STREET LIGHT EXISTING SIGN SIGNAGE AND LIGHTING CALLOUT IN5TALL STOP 516N PER MUTCD RI -I AND DETAIL I. om� ul N ° E u a Q ao -E m a ��" z a rn 0 _ - g1 INSTALL STREET NAME SIGN PER MUTGD D3-1 AND DETAIL I. OINSTALL 20 MPH SPEED LIMIT SIGN PER MUTGD R2-1 AND DETAIL 1. INSTALL 25' TYPE 11 STREET LIGHT (SQUARE STEEL WITH OBRONZE POLYESTER GOATING) AND BASE PER GITY OF MERIDIAN STANDARD DETAIL T2 AND T3. INSTALLATION SHALL CONFORM TO THE CITY OF MERIDIAN PUBLIC, WORKS _ DEPARTMENT DESIGN STANDARDS 2016, SECTION 6. 5 MONUMENT/ENTRY SIGN BY OWNER. SEE LAN05GAPE PLAN. 6 SAVE AND PROTEGT EXISTING STOP SIGN EXISTING STREET LIGHT. SEE DEMOLITION PLAN , ORELOGATE FOR ADDITIONAL DETAIL INSTALL TYPE II I TERMINUS BARRIGADE AT ROADWAY ' I ®TERMINUS PER AGHD 201-7 SUPPLEMENTAL SPEGIFIGATION STANDARD DRAWINGS D-11325. INCLUDE 516NE THAT STATES - Copyright C 2021 "THIS 15 A DESIGNATED GOLLEGTOR ROADWAY. THI5 STREET WILL BE EXTENDED AND WIDENED IN THE FUTURE." INSTALL TYPE II TERMINUS BARRICADE AT SIDEWALK O TERMINUS PER AGHD 201-7 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING 5D-1132A. All qht d. R p d t s--y(orm by �n " ° rmss°"°� Br k L d D aig wl I end s°bl- to °rim alpr°se°°r°". SIGNAGE LEGEND S1 S2 S3 (MUTGD R14 (MUTCD R24 (MUTCD D34 SPEED E. Quartz Creek St LIMfr 9"x 30" (MAXIMUM) STOP 20 30"x 30" 18"x 24" S4 S5 S6 (MUTCD D34 (MUTCD D34 (MUTCD D34 S. Prevail Way S. Crystal Creek Ave. E. Jarvis St. 9"x 18" (MINIMUM) 9"x 36" (MAXIMUM) 9"x 18" (MINIMUM) S7 S8 S9 (MUTCD D3-1) (MUTCD D3-1) (MUTCD D34 E. Jarvis Ct. S. Snowden Ave. E. Heliotrope Dr. 9"x 18" (MINIMUM) 9"x 24" (MINIMUM) 9"x 24" (MINIMUM) S10 S11 S12 (MUTCD D34 (MUTCD R4-7A) (MUTCD OM-3R) S. KeyporI Way KEEP 9"x 18" (MINIMUM) RIGHT 18"x 24" S13 S14 (MUTCD R74 (MUTCD R74 18"x36" PARKING PARKING ANY ANY TIME TIME 12"x 18" 12"x 18" CITY OF MERIDIAN STREET LIGHT NOTES (MAR 2016) I. ALL STREET LIGHT GON5TRUGTION SHALL BE DONE IN AGGORDANGE WITH THE GURRENT VERSION OF THE ISPWG, THE MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5 TO THE ISPWG, AND THE NATIONAL ELEGTRIG GODS. 2. A STREET LIGHTING ELEGTRIGAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE GITIZEN PORTAL AT HTTP5://C,ITIZENPORTAL.MERIDIANC,ITY.ORC,/GITIZENAGGE55/ TO OPEN A PERMIT AND REQUE5T INSPECTIONS. 3. INSTALLATION WILL REQUIRE IN5PEGTION5 FOR THE GONGRETE BASE REINFORGINO, BEDDING, BAGKFILL, AND FOR THE POLE AND A55OGIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOGATED O'MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 5. KEEP AGGURATE NOTES OF CONDUIT, JUNGTION BOX LOCATIONS. ATTAGH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELEGTRIGAL PERMIT, OR SUBMIT A HARD GOPY TO THE MERIDIAN PUBLIC WORK5 DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY GONFLIGTS, OR TO AGGESS LOCKED METER PEDESTALS. I w z i U) J 7 U) i z W CO > U �_ O (�D V .,�J WQ �0 ~�JQ Lu w 2 W0 rr Wz w 0 CD ILL r n Q V r= V / d a Q�w y b NW OQ.O?J 4. -0 Z C� RPM� C7 (7W_CJ� / 4[F ao�<asm �,ox uf u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: I CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C1.05 14 1 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 y5m— — — II I 0 I J I E. JARVIS ST — E. QUARTZ CREEK ST— — — — — — — —71i — — \ AN -- -- -- -- -- -- -- 1 S1 O I \ I / \ \ \ \ 1 \ I \ 2 S6 S7 11 / C1,11 T 14 , \ \ / I I ' I / — \ \ / _ / \ 4 0 \ O �- `o N +BM N � L • N F E 0 z a v E N E I0 T a 0 a 3 aj D Q I A TO SIGNAGE AND LIGHTING PLAN 50 O 50 100 150 5GALE: I"= 50'-0" 1 2 1 3 4 5 6 SIGNAGE AND LIGHTING LEGEND EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED RI&HT OF WAY -� PROPOSED SION PROPOSED STREET LIGHT - EXISTING SION SIGNAGE AND LIGHTING CALLOUT 1 INSTALL STOP SION PER MUTGD RI -I AND DETAIL I. 2 INSTALL STREET NAME SIGN PER MUTGD D3-1 AND DETAIL I. OINSTALL 20 MPH SPEED LIMIT SION PER MUTGD R2-1 AND DETAIL 1. INSTALL 25TYPE 11 STREET LIGHT (5GUARE STEEL WITH OBRONZE POLYESTER GOATIN6) AND BASE PER CITY OF MERIDIAN STANDARD DETAIL T2 AND TO. INSTALLATION SHALL CONFORM TO THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT DESIGN STANDARDS 2016, SECTION 6. 5 MONUMENT/ENTRY SION BY OWNER. SEE LANDSCAPE PLAN. 6 SAVE AND PROTECT EXISTING STOP SIGN ORELOCATE EXISTING STREET LIGHT. SEE DEMOLITION PLAN FOR ADDITIONAL DETAIL INSTALL TYPE III TERMINUS BARRICADE AT ROADWAY OTERMINUS PER AGHD 201i SUPPLEMENTAL SPECIFICATION STANDARD DRAWIN&S D-1152B. INCLUDE 516NE THAT STATES "THIS 15 A DE51&HATED COLLECTOR ROADWAY. THIS STREET WILL BE EXTENDED AND WIDENED IN THE FUTURE." OINSTALL TYPE 11 TERMINUS BARRICADE AT SIDEWALK TERMINUS PER AGHD 201i SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 5D-1152A. SIGNAGE LEGEND S1 S2 S3 (MUTCD R14 (MUTCD R24 (MUTCD D34 E9SPEED E. Quartz Creek St LIMIT 9"x 30" (MAXIMUM) STOP 20 30"x 30" 18"x 24" S4 S5 S6 (MUTCD D34 (MUTCD D34 (MUTCD D3-1) S. Prevail Way S. Crystal Creek Ave. E. Jarvis St. 9"x 18" (MINIMUM) 9"x 36" (MAXIMUM) 9"x 18" (MINIMUM) S7 S8 S9 (MUTCD D34 (MUTCD D34 (MUTCD D34 E. Jarvis Ct S. Snowden Ave. E. Heliotrope Dr. 9"x 18" (MINIMUM) 9"x 24" (MINIMUM) 9"x 24" (MINIMUM) S10 S11 S12 (MUTCD D34 (MUTCD R4-7A) (MUTCD OM-3R) S. Keyport Way KEEP 9"x 18" (MINIMUM) =+ z RIGHT 18"x 24" S13 S14 Ll (MUTCD R74 (MUTCD R74 18"x36" NO PARKING PARKING ANY ANY TIME TIME 1 12"x 18" 12"x 18" CITY OF MERIDIAN STREET LIGHT NOTES (MAR 2016) I. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE I5PWG, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWG, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTF5://GITIZENFORTAL.MEP,IDIANGI7Y.OR&/GITIZENAC,GE55/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 5. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORGIN&, BEDDING, BAGKFILL, AND FOR THE POLE AND ASSOCIATED WIRIN&. 4. STREET LIGHT BASES SHALL BE LOCATED O'MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWIN& OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD GOPY TO THE MERIDIAN PUBLIC, WORK5 DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (205) 8118-5500 FOR QUESTIONS REOARDIN& UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. \STE PRELIMINARY NOT FOR CONSTRUCTION �i iF OF yUc �. qRY E3 wp,� Copyright c12021 All rights reserved. Reproduc�on or use in any (orn or by any means without written permission of 13—c n Land Design, Inc. is unlawful end subject to ,ri,—1 prosecution. I " ' z i U) J m z 0— C� c� z_ wW� U >_ O (�D V wQ�O �0JQ w 2 W0 ZQ rr LU Z w 0 CD ILL r n Q V r= V / d Q�aw y b gWpC 07J �� 670W_CJ0 / 4[F ao�<asm �40u�0w a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: I CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C1.06 7 8 9 10 11 12 13 14 1 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 L 11 J H G Q O `a c� 0 O a� s F 0 z a7 3 H c 0 a a E E .o U 27 a a 27 r 27 D Q 0 u 27 N 0 O ~ 27 N N a s m 27 C m a� N 27 0 Q v -0 2 A z 2 A: U+82.w, 1 (.99'K 2736.07ME)0 rl 00 2+00 3 TOB 39.91 .00, 18.00'R 'i TBVC 2735.71 30 , OCC*�C00C�®0 m Z of 000000000000 CSP 2.00% I �� 000 00000v00 coo'. 00�200 00 OO 0000t LU CC)00�D0 (n C00000000000 (4 00?�00O0000 m ri, II1. p O O STA: 8+001299'R TBVC 273 32 STA: 2+00,12.99'R ME 2732.22± STA: 6+00, 12.99'RME ME273, 2733.87± 7ME STA:5+00, 12.99'R ME 2733.11±3 ME 2732.62± 0, 12.99'R3241± 2 412.99'R I ; ' �. I ( ' ME 2734.19±3+004+oo w E. QUARTZ CREEK ST 5+00 6+0 7+00 8+0 X 9+00 1� 12 0.30 7 o,so% 1� -``L _ a . O O O-- o 0 0 o 3 TSTA: 5+00.00, 18.00'R STA: 2+00.00, 18.00'R STA: 3+00.00, 18.00'R TBVC 2732.96 TBVC 2734.22 TBVC 2732.76 STA: 4+00.00, 18.00'R TBVC 2732.57 I I I I 3 - STA: 9+00.00, 18.00'R - - STA: 6+00.00, 17.99'R STA: 7+00.00, 18.00'R TBVC 2734.54 TBVC 2733.46 TBVC 2734.17 STA: 8+00.00, 18.00'R TBVC 2734.94 I I I I I I I I I I STA: 7+05.28, 12.50'L 50 710 45 40 FINISHED GROUND 35 30 EXISTING GROUND 25 20 715 EXISTING GROUND @ TOP OF CURB- 18' (R) FINISH GROUND @ TOP OF CURB - 18' (R) �l ?m r r m(N, N �<z 0 Wr 9 12 12u r 0r r Qs ,D ri'i '�v 9 4r r ry �m m v6 V (4 d V hm r ro �j S1 aa� m'd n17 ry m f11 (V t11 N t11 N ry1 rl ry mm rN ry mm m ry mm m ry mm [[j t11 mm } f11'd mm t11'd mm f11 mm o .� tA'd mm r ry rr rvN m rm rvr rm N rvr �m rvN r- �m rvN rm r rvr rm rvN rm r rvN t- rm rvN r rr NN rr ryN ''r ryN rr rvN rr ryN rr rvN rr rvN rr rvN rr rvN N N -0+30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ROADWAY LEGEND EXISTING PROPERTY LINE - - - - PROPOSED RIGHT OF WAY LINE PROPOSED LOT LINES EXI5TIN6 GONTOUR 1040' PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIREGTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK OCOO O O EXTENTS OF PROPOSED SEEPAGE 00 000 0 BED (SEE DRAINAGE PLANS) GURB/@UTTER LOCATION GURB AND SUTTER LOCATION �SGORE JOINT (TYPIGAL) EXPANSION JOINT (TYPICAL) AGGE551BLE RAMP LOCATION WITH DETEGTABLE WARNING SURFAGE NEW GONGRETE FLATNORK PROPOSED STREET LI6HT PROPOSED SION ACRONYM LEGEND T E. QUARTZ CREEK ST. N 40 0 40 80 120 5 0 5 10 15 ■ SGALE: I"= 40'-0" VERTIGAL SGALE: I"= 5'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 TBRG TOP BAGK OF ROLLED GURB TBvr- TOP BAGK OF VERTICAL GURB RE RIM ELEVATION IE INVERT ELEVATION r-tB MATCH EXISTING ELEVATION Fr, FINISH SPADE ELEVATION TA TOP OF ASPHALT ELEVATION Tar- TOP OF CONCRETE ELEVATION HP HIGH POINT OF FINISH GRADE LP LOW POINT OF FINISH GRADE Bc BOTTOM OF GURB TOB TOP OF BERM ROADWAY CALLOUT V GONSTRUCT STREET SEGTION PER DETAIL I/G2.03 OGONSTRUGT STREET SEGTION PER DETAIL 2/G2.08 GONSTSRUGT 5' DETAGHED SIDEWALK PER AGHD O 2017 SUPPLEMENTAL SPEGIFIGATION STANDARD DRAWING SD-70X. O GONSTRUGT VERTIGAL GURB AND &UTTER PER PER 4 AGHD 2017 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD-701. O GON5TRUGT ROLLED GURB AND GUTTER PER PER 5 AGHD 2017 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 5D-702. GONSTRUGT GONGRETE VALLEY GUTTER PER AGHD © 2017 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING SD-708. OCONSTRUCT STREET SEGTION PER DETAIL 3/G2.08 ® GON5TRUGT STREET 5EGTION PER DETAIL 4/G2.08 O GONSTRUCT VERTIGAL GURB TO ROLLED GURB TRANSITION PER DETAIL 1/02.0b. GONSTRUCT PEDESTRIAN RAMP PER AGHD 2017 1O SUPPLEMENTAL 5PEGIFIGATION5, STANDARD DRAWING 5D-712. 11 GONSTRUGT STREET SEGTION PER DETAIL I/G2.04 5ANGUT (2' MINIMUM INTO EXI5TIN& PAVEMENT) AND 12 PAVEMENT PATGH PER I5PWG SD-301, 5D-303, SD-806, AND AGHD REQUIREMENTS. 13 CONSTRUCT STREET SEGTION PER DETAIL 5/G2.08 14 GONSTRUGT 4' BUMP OUTS. SEE INTER5EGTION5 G PLANS FOR ADDITIONAL DETAIL. 0GONSTRUGT 20' ASPHALT ROADWAY PER DETAIL I 0 ON THIS SHEET. 15 1 16 ' PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� Copyright c2021 All rights reserved. Reproduc�on or use in any f- or by any-, wrhoul w,ilfen pemtission of 13-k- Land Design, Inc. is unlawful end sublesf to nn-el 11 , Z 0 �r! V \ / �V^) C) 1 m N LLJ U) V/ W Lu w 0o > LIJ Ir -0-v Lu Q F-- Q rr Lu Lu 5 p LU Cr LL Q V ) N dl Q�a'w y b gWO��O?J ao�<asm W uu f REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C2.01 APPROVED .._ ONOW2 r•>;a•nn�m a•»�•n■���r_�.rm ����m a•��11�[•i•+��r_��MI�[e L 11 JH STA: 9+48.44, 1799'2.99'R TBVC 2734.3200, 12.99'R IE 2734.19± 9+00 0+0 7 o 6 J �- z tit=-' 21 I MATCHLINE - SEE SHEET C2,03 V 9+00.00, 18.00'R - �52' TBVC 2734.54 �: J a 1 22' . 8 22' POOR 3041 ry Q o r 2,00% uJ , E STA: 7+05.28, 12.50'L. r z 51 2150 m 0 0 2145 3 a r 2140 D a 0 v 2155 N 0 0 N 213C m O r Q m 2125 Cfl U .fl m 2115 B1. 2 710 N m ry ME 2731.44± STA: 11+00, 12.99'R STA: 12+00.00, 12.01'L STA: 13+00.00, 12.01'L STA: 14+00.00, 12.00'L STA: 15+00.00, 12.00'L TA 2726.84 STA: 16+00.00, 12.00'L ME 2732.74± TA 2731.01 TA 2729.69 TA 2728.34 TA 2725.34 STA: 17+18.45, 18.00'R Mw M TBVC 2723.90 r \: :. 11+00 .: 12+0 � �::13+00::��.�:\���:::��:. ��::::::��14+00�� +00 �::���:� � 16+00::��::� +00:��:: \ ,I +57 \ L E. QUARTZ CREEK ST 8 +-5 F 8 8 � - - _ 7 .. 4 ...: ..: .. .. ��. STA: 15+96.7917.95'R 0. 0. 1 so% .. 4 _ \ 12 TBVC 2725.72 . � c'1 n O 0 ;. sq o ° \ 3 3 \ \ 3 MATCHLINE SEE SHEET C2.03 - - - - - - - - _ STA: 15+00.00, 18.00'R 2725 •'!' - STA: 1 73002 18.00'R STA: 14+00.67 18.00'R TBVC 2727.17 � \ STA: 11+00.00, 18.00'R STA: 12+00.00, 18.00'R � � III TBVC 2733.09 TBVC 2730.02 \ TBVC 2728.67 \ 2926, TBVC 2731.34 � STA: 16+84.79, 18.00'R 35' TBVC 2724.40 UJI v III: v- 5UJI w o iV0% 2,007 292 � 2726 \ FINISHED GROUND EXISTING GROUND EXISTING GROUND @ TOP OF CURB - 18' (R) FINISH GROUND @TOP OF CURB - 18' (R) ur N{QIn (rV '•N N{QrrN '•N q `•N -O -N `r`fl In ryN O, q+DD 10+00 1I T E. QUARTZ CREEK ST. N 40 0 40 80 120 ■ 5GALE: I"= 40'-0" 1 ie 2150 2 74! 2 740 213! 215C 212! 212C 211= 2110 rn M t II � N G M N N M < II FINISHED GROUNDCD M + N N - _1:50= m yI EXISTING GROUND EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE ttttff rry �RO'1 rm' rr N ryN i(1 `,Qfl, "(6V rr ryN m _m v, rN ryr N ryN �rN- N m N `� ryN N nryr m c0 '4 �(r N lz p QQ N ryr m 1C1 �1(ryryl1� ryr N i(1 a N ryr m c0 Q N ryr O N N m 1C1 r N 11+15 12+00 5 0 5 10 15 VERTICAL SCALE: I"= 5'-0" 4 1 5 6 crab vra is ROADWAY LEGEND - - EXISTING PROPERTY LINE - - - - PROPOSED RIGHT OF WAY LINE PROPOSED LOT LINES 1 050- - EXI5TIN6 CONTOUR 1040' PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIRECTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK OD 0 OODO EXTENTS OF PROPOSED 5EEPAGE 00 0 00 0 BED (SEE DRAINAGE PLANS) CURB/GUTTER LOCATION CURB AND GUTTER LOCATION f SCORE JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) ACCESSIBLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK w- PROPOSED STREET LIGHT PROPOSED SIGN ACRONYM LEGEND TeRG TOP BACK OF ROLLED CURB TBVC TOP BAGK OF VERTICAL CURB RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FG FINISH GRADE ELEVATION TA TOP OF ASPHALT ELEVATION TOG TOP OF CONCRETE ELEVATION HP HIGH POINT OF FINISH GRADE LP LOW POINT OF FINISH GRADE Br- BOTTOM OF CURB roe TOP OF BERM ROADWAY CALLOUT V CONSTRUCT STREET SECTION PER DETAIL/G2.03 OCONSTRUCT STREET SECTION PER DETAIL 2/G2.08 GON5T5RUGT 5' DETAGHED 51DEWALK PER AGHD O 2017 SUPPLEMENTAL SPECIFICATION STANDARD DRAWING SD-IOX. O CONSTRUCT VERTICAL CURB AND GUTTER PER PER 4 AGHD 2011 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING 50-101. O CONSTRUCT ROLLED CURB AND GUTTER PER PER rj AGHD 2011 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 50-102. CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD © 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-108. OCONSTRUCT STREET SECTION PER DETAIL 3/C2.06 ® CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 O CONSTRUCT VERTICAL CURB TO ROLLED CURB TRAN51TION PER DETAIL 1/C2.08. CONSTRUCT PEDESTRIAN RAMP PER AGHD 2011 1O SUPPLEMENTAL SPEC,IFIGATIONS, STANDARD DRAWING 5D-112. 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.Ocf 5AWGUT (2' MINIMUM INTO EXI5TING PAVEMENT) AND 12 PAVEMENT PATCH PER 15PWC SD-301, 5D-303, SD-806, AND AGHD REQUIREMENTS. 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 14 CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS PLANS FOR ADDITIONAL DETAIL. 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I ON THIS SHEET. Lim , "; W, PRELIMINARY NOT FOR CONSTRUCTION yF OF �Ur qRY E3 wP� E U) my mmto �m _ r E c a N 3 L n rb cis a M �a �m0 vv U wm_-tea `oN z� a 3Nc Copyright (C) 2021 Al rights reserved. Repmd..m or use in arty Ions orbyanymeanswM-m-permission l 6rec Land Design, Inc. is unlawl"I and a.bleci to criminal pmaec"Oon. Z O mN Lu(j V , `L W Lu Lu 00 > Lu Q M Ir -0v Lu Q Lu Lu 0 Q 5 p LU LL V d� Q�Cw y y W u a O z F ya N ° 7j U0W(7� �QU•.22. ao°a�z� QQX �W v REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C2.02 2 3 7 8 9 10 it 12 13 14 15 1 16 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���IRe DWRIDIA )- APPROVED ONOW2 L B1. 3. 0 r -15' SIDEWALK EASEMENT 52' R.O.W. 2' 5' 8' - 22' 8' LANDSCAPE 1.75% 2% STANDARD 6" VERTICAL CURB 2.5 INCHES OF ASPHALT PAVEMENT 2% AND GUTTER, ACHD 4 INCHES OF 3/4 INCH MINUS 6" VERTICAL CURB SUPPLEMENT TO ISPWC SD-702 CRUSHED AGGREGATE BASE (NO GUTTER) 14 INCHES OF 2 INCH MINUS GRAVEL OR 12" PIT RUN GRAVEL NOTES: SUBBASE I. ALL CONSTRUCTION WITHIN THE PUBLIG RIGHT-OF-WAY SHALL CONFORM TO THE M05T CURRENT EDITION OF THE I5PW1- AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 2. STREET GUTS AND SURFAGE RESTORATION SHALL BE COMPLETED IN AGGORDANGE WITH THE MOST GURRENT EDITION OF THE ISPWG AND THE A -HD SUPPLEMENTAL SPECIFICATION. 3. ALL STORM DRAINAGE IN THE PUBLIC, RIGHT-OF-WAY SHALL BE IN5PEGTED BY A -HD. 4. GONTRAGTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BAGK OF SIDEWALK OR AT BAGK OF CURB IF NO SIDEWALK 15 PRESENT. 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. 6. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 05 INGH }" MIX, MPG 55-25 TWO AND A HALF INCHES (259 THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MINUS PIT RUN. co ri + N O O 0 p o0 I ++ M m FINISHED GROUND II GROUND `EXISTING EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE Wiry 'to ?� md) Q°o m ryry Nt N ryIN ryN IN ry 2-750 2-745 2-740 2135 2130 2125 2-720 2+50 2+00 1+00 0+00 -1+00 PREVAIL WAY 40 0 40 80 120 5 0 5 10 15 SCALE: I"= 40'-0" VERTICAL SCALE: I"= 5'-0" 1 2 3 1 4 5 1 6 3. 0 15' SIDEWALK EASEMENT 8' 5' 2' 1.75% CONCRETE 2,0071 / u) W . W.. STA: 1+60.28, 16.50'R U TBVC 2732.49/N. I STA: 0+45.52, 16.50'R TBVC 2725.36 /II `'\\�..�. rn 3 W S. CRYSTAL CREEK AVE o w n. 4 %6g1i... W. i » STA: 1+60.28, 16.b0'L 3 TBVC 2732.49 1.00% .. STA: 0+45.39, 16.50L . TBVC 2725.36 / +. o. Ip co CD N o CoM v � O N r! 0 +M n + M n N N II N II W n a W 0 V' W FINISHED GROUND + O 14 + m$ N v II O N n N 2.007-1 II 17 �YT t9 - EXISTING GROUND 2.00% _.2,00% EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE I R6 R6�F 1f16 amIN v I IN lr`I N f�V 2+50 2+00 ROADWAY LEGEND — — EXISTING PROPERTY LINE — — — — PROPOSED RIGHT OF WAY LINE PROPOSED LOT LINES 1 050— — EXI5TIN6 CONTOUR 1040' PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIRECTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK 0 O EXTENTS OF PROPOSED 5EEPA6E OO OO BED (SEE DRAINAGE PLANS) CURB/GUTTER LOCATION CURB AND GUTTER LOCATION fSCOFZE JOINT (TYPIGAL) EXPANSION JOINT (TYPICAL) AGGE551BLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK w- PROP05ED STREET LI6HT PROPOSED 516N ACRONYM LEGEND TBRC TOP BACK OF ROLLED CURB rBvc TOP BACK OF VERTICAL GURB RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FG FINISH GRADE ELEVATION TA TOP OF ASPHALT ELEVATION roc TOP OF CONCRETE ELEVATION HF HIGH POINT OF FINISH GRADE LP LOW POINT OF FINISH GRADE BG BOTTOM OF CURB TOB TOP OF BERM ROADWAY CALLOUT OCONSTRUCT STREET SECTION PER DETAIL I/G2.03 OCONSTRUCT STREET SECTION PER DETAIL 2/G2.08 GON5T5RUGT 5' DETAGHED SIDEWALK PER AGHD O 2017 SUPPLEMENTAL SPECIFICATION STANDARD DRAWING 5D-I0X. 4 O CONSTRUCT VERTI GAL CURB AND GUTTER PER PER AGHD 201-7 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 5D-101. CONSTRUCT ROLLED CURB AND GUTTER PER PER 5 AGHD 201-1 SUPPLEMENTAL 5PEGIFIGATION5 2750 STANDARD DRAWING SD-102. CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD © 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD 2745 DRAWING SD-108. OCONSTRUCT STREET SECTION PER DETAIL 3/G2.08 ® CONSTRUCT STREET SECTION PER DETAIL 4/C2.08 2740 CONSTRUCT VERTICAL CURB TO ROLLED CURB O TRANSITION PER DETAIL 1/C2.08. 2735 CONSTRUCT PEDESTRIAN RAMP PER AGHD 201-7 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING 5D-112. 11 CONSTRUCT STREET SECTION PER DETAIL /G2.0Q 2730 5AWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 12 PAVEMENT PATCH PER I5PWG SD-301, 50-303, SD-8Ob, AND AGHD REQUIREMENTS. 2725 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 14 CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS PLANS FOR ADDITIONAL DETAIL. 2720 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I 15 ON THIS SHEET. 2-115 -1+00 CRYSTAL CREEK AVE. 40 D 40 80 120 5 0 5 10 15 SCALE: I"= 40'-0" VERTIGAL SCALE: I"= 5'-0" 7 8 9 10 11 12 13 14 15 16 Lim , "; W, PRELIMINARY NOT FOR CONSTRUCTION yF OF �Ur qRY E3 wP� E N d� vm6 m^ mmn �m r E c a N 3 2 n rb cis a E 6 �a �m0 v o U w m_-" a mo N z o 3Nc r:�wc�� 3xo mE Copyright (C) 2021 Al rights reserved. Repmd..m or use in arty Ions orbyanymeanswM—m—permission l Brec Land Design, Inc. is unlawful and aubleci to criminal pmaec"Oon. f w W M� W C,\, zU UJ J _I (0CY) LLI11 LU 00 > Q m Irz 0-U Lu >-� >�- >C �J 3: W Lu Q rr �� W M 0_ LL r j V / w .41 d 4 Ox y OOw.f OW y w u o O z F N G 7j Rpm =w Qa'LLozcog �� y�a±i c�t7w—t7� 5464 , oM m>m d� Qzz. QQX DW az5-w u REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C2.03 APPROVED .._ ONOW2 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re L 11 J ■ a c1 i B1: ROADWAY LEGEND - - EXISTING PROPERTY LINE - - - - PROPOSED RIGHT OF WAY LINE PROPOSED LOT LINES 1 050- - EXISTING CONTOUR 1040r PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIRECTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK 0 O EXTENTS OF PROPOSED 5EEPA6E OO OO BED (SEE DRAINAGE PLANS) GURB/GUTTER LOCATION CURB AND GUTTER LOCATION O� g0 0 fSCORE JOINT (TYPICAL) O / 01 EXPANSION JOINT (TYPICAL) O 2,00% - 2 00% . 0'qO � O OO © ® ® ® � OO OO OO j . ` . � AGGE551BLE RAMP LOCATION WITH .. w DETECTABLE WARNING SURFACE STA: 7+o5.2s, 1z.5o'L EL : NEW CONCRETE FLATWORK \ / / TBRC 2737.23 ..y6.. . vi }\ ��\ I STA: 6+00.00, 16.50'L \, / �I STA: 5+00.00,16 .50'L TBRC 2736.43fq PROPOSED STREET LIGHT TI\�� �1 / TBRC 2735.93 STA: 5+50.00, 16.501E SQ i STA: 2+00.00, 16.501E TBRC 2736.18 / A STA: 4+00.00, 16.50'L \ 73 S /;.1 STA: 0+51- 16.501E TBRC 273443 STA: 3+0000, 16.501E PROPOSED SIGN I- \ 2 4\ 0.. \© _ TBRC 2733 69 r TBRC 2734 93 TBRC 273543 STA: 0+01.91, 40.51'R 14 ACRONYM LEGEND - vvs o. 1 00 2 00 5 2 cg. . D �. ws m E. JARVIS ST rBRc TOP BACK OF ROLLED CURB 1 N oi. O;SOf 3 .2 •. I 5 f .. 13 . . 1 I w o ass 5 8"35 osoi„ss 8"ss: oso% D. 5 8„S oao% - - - - - / u J revc TOP BACK OF VERTICAL CURB r p RE RIM ELEVATION STA: 0+50.00, 16.50'R STA: 2+00.00, 16.50'R STA: 3+00.00, 16.50'R : TBRC 2733.68 TBRC 2734.43 TBRC 2734.93 / \ o STA: 5+18.0 1, 16.50'R FG 37.48 IE INVERT ELEVATION STA: 0+38.66, 20.67'R TBRC 2734D7 \ 1` STA: 4+29.09, 16.50'R TBRC 2736.02 TBRC 2736.g316.50'R `L TBRC2735.58 ' 3 6 ME MATCH EXISTING ELEVATION STA: 0+p4.18, 16.501E STA: 0+51.90, 16.50'R \ :: TBRC 2733.50 / MATCH IN SEE SHEET C2.07 STA: - STA: 8+91.14, 16.50'R TBRC 2734.36 : • - TBRI . STA: 0+41.56, 16.501E / 4 TBRC 2736.11 F6 G D ELEVATION TBRC 2734.17 �- STA: 8+90.94, 7 60'L � N. '• - TBRC 2736.11 : (/jp� / TA TOP OF ASPHALT ELEVATION lA IA MATCHLINE-SEE SHEET C2,07 / / --- 1` _ 1 � • :no:: � .. �::. 51 roc TOP OF CONCRETE ELEVATION 13 dy 13 If 20 1 g FG 37.83 \J FG HP HIGH POINT OF FINISH GRADE STA: 8+51..2, 16.501R STA` 1+00.00, 16.50'R `" STA: 8+51.02, 16.501E .. TBRC 2736.52 LP LOW POINT OF FINISH GRADE TBRC 273521 : o:: �Y-%+ : : / TBRC 2736.52 Ba BOTTOM OF CURB IR •,: STA: 1+00.00, 16.501E : i \�\ \� /' TOB TOP OF BERM ROADWAY CALLOUT 2150 2145 2740 2155 2150 2125 2120 8� II N II FINISHED GROUND 0,50% EXISTING GROUND EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE Ulu Uly `ri�Ir6 � m . iNm����mmmm��� ry ry o m ry ry m N �Y m 6t� r m u1Pv m r 1'N m Or m tRp N vN m ry r, m N .t m N -0+20 0+00 6 r m N (9+00 6+50 T E. JARVIS ST. N 40 0 40 b0 120 5 0 5 10 15 ■ 5GALE: I"= 40'-0" VERTICAL SCALE: I"= 5'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 V CONSTRUCT STREET SECTION PER DETAIL I/G2.05 OCONSTRUCT STREET SECTION PER DETAIL 2/G2.08 GON5T5RUGT 5' DETAGHED SIDEWALK PER AGHD O 2017 SUPPLEMENTAL SPECIFICATION STANDARD DRAWING 5D-70X. O CONSTRUCT VERTI GAL CURB AND GUTTER PER PER 4 AGHD 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-701. O CONSTRUCT ROLLED CURB AND GUTTER PER PER 5 AGHD 2011 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 5D-702. CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD © 201-T SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 50-108. OCONSTRUCT STREET SECTION PER DETAIL 51G2.08 ® CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 O CONSTRUCT VERTICAL CURB TO ROLLED CURB TRANSITION PER DETAIL/G2.08. CONSTRUCT PEDESTRIAN RAMP PER AGHD 2017 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING 5D-712. 11 CONSTRUCT STREET SECTION PER DETAIL /G2.0Q 5AWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 12 PAVEMENT PATCH PER ISPWG SD-501, 50-505, SD-8O6, AND AGHD REGUIREMENT5. 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 14 CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS PLANS FOR ADDITIONAL DETAIL. 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I ON THIS SHEET. 15 1 16 Lim \ "; W, PRELIMINARY NOT FOR CONSTRUCTION f OF �Ur qRY E3 wP� E U) my r E c mmto �m a N 3 L _ a M c7a n rb cis a �m0 vv ` al U w m_¢" _ o z d 3�c mE r:�wc�� 3xo uBisappusl .a.2 Copyright © 2021 Pll r ghts reservetl. Repmtluct on or use in any form or by any means wMout wnnen permission of Brec L d Design, Inc. is unlawful antl subject to criminal prosecution. Z �O vJ Z W co w 00 % Cr) Q Q M vJ 0-:�i rr Z cr WQ Q p� Q Lu Lu Lu 0 LL V d� Q�Cw y F ya N 4 7j \\ 2w M1'LLZy,F > �QU'QCww d�110 42Zm a�z� QQX �W REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C 2.04 �ERIDIAN�- APPROVED _ ONOW2 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re L J S�UU.UU, 18.UUK 2734.94 I I O STA: 7+05.28, 12.501E TBRC 2737.23 � STA: 6+00.00, 16.501E TBRC 2736.43 � i I W 12"� + + soo:' 7c 2 w 5: H -+: O' y ■'-77 M . Q 5 a L1' FG 37.83 m 2150 3 a < a D o 2145 a 0 C1 BI 214C 213° 213C 2125 2120 v, N a� \ 3734 STA: 9+Op.00, 16.501E STA: 8+10.28, 12.501E TBRC 2736.00 TBRC 2736.57 ,._. STA: 13+53.63, 16.50'L TBRC 2732.41 9 STA: 12+00.00, 16.50'L h '>31 STA: 13+00.00, 16.501E TBRC 2733.43 TBRC 2732.58 /1 IEy-SEE SHEET C2.03 S1A_14+42.7 ai, w ., w >3 �. + E. JARVIS ST :�:�1000 ;: �.� .'1100...::�.. �.�.�'� ':1200'::�:.::� 2 2 . o'.. 3 N.. 0,8 %' .. 9 �2 6 2 w 3 3 3 5 O' 1 1 1 1 T 5 2 ^c 2 � 2 2 � 2 �S 6 8"SS": � aS'::.:: ':. "S .. �'8''jS' : r3"SS": (W' - �Z � 2 U 10 ST : 3;i+00.00, 16.51 f 0'R\ STA: 13+00.00,16.50'R -2733- TBRC2731-45 ?6 `?S 3 4 TBRC 2732.58 STA: 9+Op - 16.50'R STA: 10+00.00, 16.50'R STA: 12+00.00, 16 50'R 314+00.00, 16.50'R \ STA: 7+57.78, 12.50.1 STA: 11+00.00, 16.50'R TBRC 2733.43 \ TBRC 2737.30 TBRC 2736.00 TBRC 2735.15 TBRC 2734.29 TBRC 2731.95 FG 37.83 2726 O m ry 6+50 1+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 n + IM. II N W H II M M m FINISHED GROUND M n U -0,86% 1 < N 1 m EXISTING GROUND EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE ff Np tN @`n `t= �SQ� `Rc9v aR� ��m m r m m r m r m r m m m n� m �m m r m m �N r m m r N r N N N r N r N r ry� N r N r N ry (Vm r fvm N ry r ryry N T� E. JARVIS ST. N // 40 0 40 80 120 5 0 5 10 15 ■� IIIIIIIIIIISCALE: 1"= 40'-0" VERTICAL SCALE: I"= 5'-0" ROADWAY LEGEND - - EXISTING PROPERTY LINE - - - - PROPOSED RIGHT OF WAY LINE PROPOSED LOT LINES 1 050- - EXI5TIN6 CONTOUR 1040 PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIRECTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK O EXTENTS OF PROPOSED SEEPAGE OOOO OOOO BED (SEE DRAINAGE PLANS) CURB/GUTTER LOCATION CURB AND GUTTER LOCATION �5GOFZE JOINT (TYPICAL) EXPAN510N JOINT (TYPICAL) ACGES5IBLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK PROPOSED STREET LI6HT PROPOSED SIGN LE ACRONYM END G rBRc TOP BACK OF ROLLED CURB TBvr- TOP BACK OF VERTICAL CURB RE RIM ELEVATION IE INVERT ELEVATION ME MATGH EX15TINO ELEVATION FG FIN15H GRADE ELEVATION TA TOP OF ASPHALT ELEVATION roc TOP OF GONGRETE ELEVATION HF HIGH POINT OF FIN15H GRADE LP LOW POINT OF FINISH GRADE eG BOTTOM OF CURB roe TOP OF BERM ROADWAY CALLOUT CONSTRUCT STREET SECTION PER DETAIL O OCONSTRUCT STREET SECTION PER DETAIL 2/G2.08 GONSTSRUGT 5' DETAGHED SIDEWALK PER AGHD O 2011 SUPPLEMENTAL SPECIFICATION STANDARD DRAWING 5D-I0X. O CONSTRUCT VERTICAL CURB AND GUTTER PER PER 4 AGHD 2011 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-101. O CONSTRUCT ROLLED CURB AND GUTTER PER PER rj AGHD 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-102. CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD O 2017 SUPPLEMENTAL SPEC, IFI GATI ONS STANDARD DRAWING 5D-108. OCONSTRUCT STREET SECTION PER DETAIL 3/G2.08 ® GONSTRUGT STREET SEGTION PER DETAIL 4/G2.08 O CONSTRUCT VERTICAL CURB TO ROLLED CURB TRANSITION PER DETAIL/G2.08. CONSTRUCT PEDESTRIAN RAMP PER AGHD 2011 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING SD-112. 11 GON5TRUGT STREET 5EGTION PER DETAIL I/G2.04 SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 12 PAVEMENT PATCH PER 15PWG SD-301, 5D-303, 50-1106, AND AGHD REGUIREMENT5, 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 14 CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS PLANS FOR ADDITIONAL DETAIL. 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL 1 ON THIS SHEET. PRELIMINARY NOT FOR CONSTRUCTION I yF OF �Ur qRY E3 wP� E [) E N m� mmto �m r E c a N 3 L n rb cis a M �a 16.13 E U w m_-" - a F p N z 3Nc r:�wc�� 3xo mE Copyright © 2021 Nl rights reserved. Reproduction or use in any form or by any means without wdnen permission of Rreckan Land Design, Inc. is unlawful and ,object to criminal prosecution. Z O m CV W (0 W CO CO W % C� \ m L �Q WQ � C) QW W W 0 uj V d Q�0W m '1 oO0f row ywlum m mozf =W aM1'LLZmf �� � ut7W-mom > mfYmm �Qm Qmww o>Qmm �m z� QQX ,W v REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C2.05 f 2 3 4 5 6 7 8 9 10 fii 12 13 14 15 I 16 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re �ERIDIAN�- APPROVED ONOW2 L J C B Lu Q Y LU W ry \ x� /\ \ 3 `3� 2727 TBRC 2732.58 \ :.1 STA: 14+42.73, 16.50'L 2728_ 10 FaVc.271 sz ' STA: 15+00.00, 16.50'L / r -•. - m - TBRC 2731.45 \ \ \ \ \ \ \ \ \ tts0Li .14+T s2s0::0,50%:Q.QE. JARVIS S . STA: 15+0000,T6.50'R � STA: 15+g5.92, 16.50'L 00.00, 16.50'R -27 TBRC 2731.45 •$• \ \ \ \ \ \ 33- TBRC 2730.97 \ y TBRC 2732.58 3 STA: 14+00.00, 16.50'R TBRC 2731.95 �� 2>3j �6 p� _ \ �� ♦ , I 2>3q TBRC 2730.97 \ STA: 17+00.00, 16.50'L \ \ i I 1 1 \ �� ✓�� \ TBRC 2731.59 / \ S 2736 '2737- STA: 17+00.00, 16.50R \ IR / TBRC 273159 \, y 3\ \ \ 0 3 \ o\/ STA: 18+20.57, 16.50'L I - - - TBRC 2732.31 O �� V 10 STA: 18+15.35, TBRC 2732.29 // .. A \ 5 5- r. n \ R5x STA: 8+7323, 50.50'L -� 0 C� TBRC12734. B Al. TA 35.32 TA 35.44 / N MATjHLINEA "G-, 1 2150 2145 2140 2-755 2150 2125 2120 s, N PA o + 14 + U) II N FINISHED GROUND II < II F -0,50% 0.60% EXISTING GROUND EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE (3 tm N �m tRo �q� ry0 "1°o Nm rm 111 -0 (V NN r N NN rr ry Nry Nry C-4N iVV crV ry 14+00 TV E. JARVIS CT. N // 40 0 40 b0 120 5 O 5 10 15 ■� IIIIIIIIIII5GALE: 1"= 40'-0" VERTICAL SCALE: I"= 5'-0" IlJ+(J(J MATCHLINEA 10 STA: 18+7323, 50.50'L W \�,"C\�l.\\ \ 1 1 I 1 TBRC 2734.93 i I- Nw \ \ 1 \ ( TA 35.32 TA 35.44 2 o N, 6 _Imo- � \ Ll�15 W�_ _. IR IR \ \ O0O n O O O O O O O s, ,000 `. 00 1•` )� 1 ` v OJ O c : J 0� O \O �b,`r \�: 00 0 O 0 00 0 O O C O \ I I 15 ----- JI / 42.17 / T E. JARVIS CT. N 40 0 40 80 120 ■ SCALE: I"= 40'-0" 20' PER PLANS 2.5 INCHES OF ASPHALT PAVEMENT 4 INCHES OF 3/4 INCH MINUS CRUSHED AGGREGATE BASE 10 INCHES OF 2 INCH MINUS GRAVEL OR 12" PIT RUN GRAVEL SUBBASE ROADWAY LEGEND EXISTING PROPERTY LINE PROPOSED RIGHT OF WAY LINE PROPOSED LOT LINES 1 050 _ EXI5TIN6 CONTOUR 1040' PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0 20% FLOW DIRECTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK O 00 O O \ \ EXTENTS OF PROPOSED 5EEPA6E OO \O BED (SEE DRAINAGE PLANS) CURB/GUTTER LOCATION CURB AND GUTTER LOCATION f SCORE JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) ACCESSIBLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK PROPOSED STREET LI6HT PROPOSED 516N ACRONYM LEGEND TeRG TOP BACK OF ROLLED CURB rBvc TOP BACK OF VERTICAL CURB RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FG FINISH GRADE ELEVATION TA TOP OF ASPHALT ELEVATION roc TOP OF CONCRETE ELEVATION HP HIGH POINT OF FINISH GRADE LP LOW POINT OF FINISH GRADE BG BOTTOM OF CURB roe TOP OF BERM ROADWAY CALLOUT CONSTRUCT STREET SECTION PER DETAIL I/C2.05 O OCONSTRUCT STREET SECTION PER DETAIL 2/G2.08 GON5T5RUGT 5DETACHED 51DEAALK PER AGHD O 201-7 SUPPLEMENTAL SPECIFICATION STANDARD DRAWING 5D-I0X. O CONSTRUCT VERTICAL CURB AND GUTTER PER PER 4 AGHD 2011 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-101. O CONSTRUCT ROLLED CURB AND GUTTER PER PER 5 AGHD 2011 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-102. CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD © 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-108. OCONSTRUCT STREET SECTION PER DETAIL 3/G2.08 ® CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 O CONSTRUCT VERTICAL CURB TO ROLLED CURB TRANSITION PER DETAIL/C2.08. CONSTRUCT PEDESTRIAN RAMP PER ACHE) 201-7 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING 5D-112. 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.0Q 5AWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 12 PAVEMENT PATCH PER I5PAG SD-501, 50-303, SD-8O6, AND AGHD REGUIREMENT5. 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 14 CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS PLANS FOR ADDITIONAL DETAIL. 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I ON THIS SHEET. PRELIMINARY NOT FOR CONSTRUCTION OF �Ur qRY E3 wP� E U) u el m v U _ 6 a mmn a om � � L mam opera IZ =tx �m0 .. �c wm a m 1-.0 0 3xo mE Copyright © 2021 Alrghls rese . Repmtl......... marry f.n. .rbywymeanswM-m-permss d Brec L dDesgn Ins.'s unlawl.l antl s.bl- t. amnel pr.secu0.n Z O > j 7 Lw V, (c) w COLu >v \ Q V ) wQ -Q � C) W W W > Ir 0 uj f2 V / d >4 01 y Of Ow yOw u a, O z F ya N G 7j �\\ =W CLLZCF �� y±7ri UU'W-U'� 'DQU'QC ww ao°a2zME 400 nw a O x � u REVISIONS PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: DATE: 09/14/2021 SHEET NUMBER C2.06 zo zo lo f 2 3 4 5 6 7 8 9 10 ff 12 13 14 15 I 16 C~jWRIDIA )- APPROVED .._ ONOW2 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re I / I STA: 0+01.91. 40.51'R- 0 TBRC 2732.98 rw. W 1 - •t; 13 5 I I I 0 o so/ �. 13 E. JARVIS $T, o so% 5 o soi. W$$ o�$$ 8,. snss o - - 1. % L TOB 41.56 i STA: 0+50.00, 16.50'R STA. 2+00.00, 16 50'R STA: 3+00.00, 16 50'R MATCHLINE SEE SHEET C2 04 t TBRC 2733.68 TBRC 2734.43 TBRC 2734.93 STA 5+18.09, 16.50'R STA: 0+38.66, 20 67'R I\ gyp, : rn - TBRC 2736.02 STA: I TBRC 2734.07 \ \ '� / STA: 4+29.09, 16.50'R \ ,f TBRC `L TBRC 2735.58 STA: 0+p4.18, 16.50'L / / I STA: 0 TEIR51 , 1 34 36 TBRC 2733.50 / 1 STA: 8+91.14, 16.50'R I I I TBRC 2734.36 1: STA: 0+41.56, 16.50'L / - TBRC 2736.11 STA: 8+90 94, 16 6 11 - - j I I 1 MATCHLINE - SEESHEET C2.04 TBRC 2734�17 TBRC 2736.11 I II I �wI cc 13 O�--- - -�/ © 13 } 20 K I rn STA: 8+51 .02,16.50'R j I I STA: 1+00.00, 16.50'R - - TBRC 2736.52 \ TBRC 273521 0: STA: 8+51.02, 16.50'L -� \ ••� o . TBRC 2736.52 IR I LU + STA: 1+00.00, 16.50'L I II 5 LL TOR 42.59 . Q 5 1 TBRC 2735.21 I STA: 8+00.00, 16.50'L W - - o I : W �R : ' / TBRC 2736.98 SIR- IR IR - IR IR 21�0 IR IR STA: 8+00.00, 16.50'R 1 J :: �'-� FG 36.37TBRC +00.008 J J 2�2j I B \_ IR / - IR � IF \ \ 1 I FG 36.71 -1\ 1 51 �, r I I � f STA: 1+94 57, 16 50'R STA: 1+94.57, 16.50'L 1 0 2 TBRC 2736.90 - TBRC 2736.90 STA: 7+00.00, 16.50L I 5 + ro -� ' TBRC 2737.87 TOB 43.73 o ^ '�j ( \ ® FG 37.17 ,yq`� FG 37.98 1p0 � •`� s �_ � TBRC 2738.05 � .t1 H STA' 6+00.0p, 16.50'L / STA: 8+51.02, 16.50'R j• 187 TBRC 2740.47 TBRC 273966 JB- STA: 2+59.21, 16.50'R , r 5 A08 \ xp0 s / i - -� - TBRC / GTROPE pR�S,� o• / // i N \ \ \\ \ SS 5 / STA: 6+00 00. 16.50'R \ \ �\ \ ;�• TBRC 2738.77 \ \// / IR `-S :'4409.6), 16.50'R N TOB 46.47 \ TBRC 2740.47-cq STA + 0.00, Y6.50'R O ) \ \ \ \ r TBRC 2739.66 16 / j / / i- / �R \ \ \ o \ ST 4+00.0 16.50'R 15 TBRC 2740.56 F o m 0 F- c a° L 0 E N m E U 0 a 3 v 2-I5555 r a D a O 2750 2-745 0 N m r 2-740 O_ m C U 2735 m N 0 v 2730 n �n m 2725 fl B a C4 n F II N a 0 a coo � _: 'D 10 CA CO n + M + 8 8 0] "' N Of n Of n N II N FINISHED GROUND _ ¢ II II v~i --c II N -0.90% ' 1,78% M C9 W -2.00% om Dom'. W EXISTING GROUND EXISTING GROUND CENTERLINE _ _- FINISH GROUND CENTERLINE 1{QR=v, m Nm I, Nry O� � q0 r O � 6 �1 d) �1� 6 r �lry � v n2r O r 6 m m R� n d) 4v, n m rR6 � d) �N r m �o r �iIn 6 V o ?o r m lVm N lVIN m r1N m m N lVN {�Y1'a� m iV� m N Nry m NN Nry m m N m N �N m Nry m m r N ryN m �N m 4N m IN (V -0+50 0+00 T� S. SNOWDEN, E. HELIOTRIPE & S. KEYPORT 40 O 40 80 120 5 O 5 10 15 5GALE: I"= 40'-0" VERTICAL 5GALE: I"= 5'-0" -1+00 9+50 ROADWAY LEGEND EXISTING PROPERTY LINE PROPOSED RIGHT OF WAY LINE PROPOSED LOT LINES 1 050- - EXI5TIN6 CONTOUR 1040r PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0 20% FLOW DIRECTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK O �0 00O 0 EXTENTS OF PROPOSED SEEPAGE OO OO BED (SEE DRAINAGE PLANS) GURB/GUTTER LOCATION CURB AND GUTTER LOCATION �5GORE JOINT (TYPICAL) EXPAN510N JOINT (TYPICAL) ACCESSIBLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK PROPOSED STREET LI6HT PROPOSED SIGN ACRONYM LEGEND TBRC TOP BACK OF ROLLED CURB TBVG TOP BACK OF VERTICAL CURB RE RIM ELEVATION IF INVERT ELEVATION ME MATCH EXISTING ELEVATION FG FIN15H GRADE ELEVATION TA TOP OF ASPHALT ELEVATION Tor- TOP OF CONCRETE ELEVATION HP HIGH POINT OF FIN15H GRADE LP LOW POINT OF FINISH GRADE Br- BOTTOM OF CURB TOB TOP OF BERM ROADWAY CALLOUT OCONSTRUCT STREET SECTION PER DETAIL I/G2.03 OCONSTRUCT STREET SECTION PER DETAIL 2/G2.08 CON5T5RUCT 5' DETAGHED SIDEWALK PER ACHE) O 2017 SUPPLEMENTAL SPECIFICATION STANDARD DRAWING 50-I0X. O CONSTRUCT VERTICAL CURB AND GUTTER PER PER 4 AGHD 201-7 SUPPLEMENTAL 5PECIFIGATION5 STANDARD DRAWING 5D-701. O CONSTRUCT ROLLED CURB AND GUTTER PER PER 5 AGHD 201-7 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 5D-702. CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD O 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-108. OCONSTRUCT STREET SECTION PER DETAIL 3/G2.08 ® CONSTRUCT STREET SECTION PER DETAIL 4/C2.08 O CONSTRUCT VERTICAL CURB TO ROLLED CURB TRANSITION PER DETAIL/C2.08. CONSTRUCT PEDESTRIAN RAMP PER AGHD 2011 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING 5D-712. 11 CONSTRUCT STREET SECTION PER DETAIL/G2.04 5AWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND 12 PAVEMENT PATCH PER 15PWC 51?-301, SD-303, 5D-806, AND AGHD REG7UIREMENT5. 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 14 CONSTRUCT 4' BUMP OUTS. SEE INTER5EGTION5 PLANS FOR ADDITIONAL DETAIL. 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I ON THIS SHEET. Lim , "; W, PRELIMINARY NOT FOR CONSTRUCTION yF OF �Ur qRY E3 wP� Copyright (C) 2021 Al r ghfe reserved. Repmducf on or use marry form or by any means wMouf MM, perm es- of Breckan Land D.. gn Inc.'. unhM.1 and mblecf in a m nd pmaecufion Ir z O O /`w' i C) W (� I LLJ fn V / //`�VV0cy)}V W w Lu oo � U O M rrz:�i0 WQ �E�_ -w 3: I..I.J W w LLJ 00 �� L Q p z f2 V V J y Wlu a,OZF =WN ° 7 �\\ CLLZj CF tl t7w_an DQC 4H, ao°a4z� QQX �W REVISIONS PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: DATE: 09/14/2021 SHEET NUMBER C 2.07 1 1 2 1 3 4 5 6 7 8 9 10 fir 12 13 14 15 1 16 �ERIDIANy- APPROVED r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re Imre ovovzz 5'-0" TRANSITION SECTION STANDARD ROLLED CURB STANDARD VERTICAL CURB FUKIh (ACHD SD-702) (ACHD SD-701) FLOW LINE ` PREFORMED EXPANSION JOINT MATERIAL SHALL BE INSTALLED AT BOTH ENDS OF TRANSITION SECTION M CURB TRANSITION C 0 -14' SIDEWALK EASEMENT 35' R.O.W. 2' 1' 16.5' 16.5'Lr5'7'- '5%��2% 2% 2% 3" ROLLED CURB AND GUTTER 2.5 INCHES OF ASPHALT PAVEMENT ISPWC SD-702 4 INCHES OF 3/4 INCH MINUS CRUSHED AGGREGATE BASE 10 INCHES OF 2 INCH MINUS GRAVEL OR 12" PIT RUN GRAVEL SUBBASE NOTES: K I. ALL GON5TRUGTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE M05T CURRENT EDITION OF THE ISPWC AND THE AGHD SUPPLEMENTAL SPECIFICATIONS. 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE AGHD SUPPLEMENTAL SPECIFICATION. 3. ALL STORM DRAINAGE IN THE PUBLIG RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF SIDEWALK OR AT BACK OF CURB IF NO 51DEK-LK 15 PRESENT. 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. 6. LOCAL RE51DENTIAL ROADWAYS AND ALLEYS SHALL BE A 5P-3, OS INCH �" MIX, MP6 58-25 TWO AND A HALF INCHES (2.5") THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MIN15 PIT RUN. r.1TVPIr.A1 ��' Plr� IT_OP-WAV J G a w N O O N O N N O L m F E 0 z F 0 0 0 D E N m E U 51 -0 a m 0 a 3 a a D n O Cl B1: 62' R.O.W. VARIES 18' 1 6" VERTICAL CURB AND (UTTER ISPWC D-701 d2l O °1 1 � -E. QUARTZ CREEK ST I o V1\ 010 3 0 14' SIDEWALK EASEMENT 1' 7' TB� 2% 1.75% CONCRETE -8' 5'- 2% _ 1�_75% C 0 EXISTING PAVEMENT 'CONCRETE SIDEWALK SAWCUT 2.5 INCHES OF ASPHALT PAVEMENT 4 INCHES OF 3/4 INCH MINUS CRUSHED AGGREGATE BASE 10 INCHES OF 2 INCH MINUS GRAVEL NOTES: OR 12" PIT RUN GRAVEL SUBBASE I. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWG AND THE AGHD SUPPLEMENTAL SPEGIFIGATIONS. 2. STREET GUT5 AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE 15PWC AND THE AGHD SUPPLEMENTAL SPECIFICATION. 3. ALL ON DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. 4. GONTRAGTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF SIDEWALK OR AT BAGK OF CURB IF NO 51DEWALK 15 PRESENT. 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. 6. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A 5P-3, 05 INGH }" MIX, MP6 58-28 TWO AND A HALF INCHES (2.5") THICK AS A MINIMUM WITH 4" OF BASE AND 14" OF 6" MINUS PIT RUN. 62' R.O.W. 3' 2' 3' 3' 12' 16.5' - 8' 2% 2% 2% 6" VERTICAL CURB BORROW DITCH 2.5 INCHES OF ASPHALT PAVEMENT AND GUTTER CONCRETE SIDEWALK 4 INCHES OF 3/4 INCH MINUS ISPWC SD-702 GRAVEL SHOULDER CRUSHED AGGREGATE BASE 10 INCHES OF 2 INCH MINUS GRAVEL NOTES: OR 12" PIT RUN GRAVEL SUBBASE I. ALL CONSTRUCTION WITHIN THE PUBLIG RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWG AND THE AGHD SUPPLEMENTAL SPECIFICATIONS. 2. STREET GUi5 AND SURFAGE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE M05T GURRENT EDITION OF THE 15PWC AND THE AGHD SUPPLEMENTAL SPECIFICATION. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF SIDEWALK OR AT BACK OF GURB IF NO 51DEWALK 15 PRESENT. 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. 6. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A 5P-3, 0.5 INCH }" MIX, MP6 58-28 TWO AND A HALF INCHES (2.59 THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MINUS PIT RUN. 62' HALF ROAD SECTION E QUARTZ EEK TA 11+89 TO 17+18 O 40' R.O.W. 1' 5' 16.5'1.75% 2% 2% i 2.5 INCHES OF ASPHALT PAVEMENT 4 INCHES OF 3/4 INCH MINUS CRUSHED AGGREGATE BASE 3' ROLLED CURB AND GUTTER 10 INCHES OF 2 INCH MINUS GRAVEL ISPWC SD-702 OR 12" PIT RUN GRAVEL SUBBASE NOTES: I. ALL GON5TRUGTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND THE AGHD SUPPLEMENTAL SPEGIFIGATIONS. 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE I5PWC AND THE AGHD SUPPLEMENTAL SPECIFICATION. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDIN6 AT BACK OF SIDEWALK OR AT BACK OF CURB IF NO 51DEK-LK 15 PRESENT. 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. 6. LOCAL RE51DENTIAL ROADWAYS AND THE SHALL BE A 5P-3, OS INCH MIX, MP6 58-25 TWO AND A HALF INCHES (2.5") THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MIN15 PIT RUN. r\TVPIf'.AI An, Plr- IT_(1F_\A/AV (L U INTERSECTION PLAN N 20 0 20 40 60 ■ SCALE: I "= 20'-0" I I S TBRC "Bc 7+00 TBRC 36.88 BC 36. 1 �j F } Q �-j Q w. Q� .d TBVC .08 BC 35.58 07 TOC 36.66 %.55 TBVC 36.07 r TOG 36.73 36.63 BC 35.57 '\ BC 36.18 . . BC 36.20 38.34 BC 36.13 Lo tBC 36.28 1 \ �I 8 TOC .10 S..a. s. BC35.85 <' TOC 37.0 TBVC 36.62 FH - - - TBVC 36.99 BC 36.12 BC 36.49 . . 'GBH ::: G a BC 36.63 23 3VC 37..� G@� �.! TBVC 36.57 . BC 36.60 0 36.73 G @�' C y 8+1 \ BC 36.07 . 0.50% .. . . 0.86% BC 36.65 � 2737 E. JARVIS . 2131 BC 36.69 . ST TBRC 36.99 TBRC 36.62 - - - - - - BC 36.72 - BC 36.35 - - TOC 36.45 I`- FG 37.48 -5' I 1 ,.75% T�INTERSECTION PLAN 3 0 -14' SIDEWALK EASEMENT- 1' 7' 5'� 2' 2% 1.75% NNNNNNNNNN���, TOC 35.77 TOC 35.75 TBRC 35.60 TBRC 35.68 / BC 35.33 FH BC 35.41 BC 35.40 . . BC 35.42 .. j. E. JARVIS ST 5+00 .0.50% . . FL 35.37/. BC 35.44 . FL 35.60 FL 35.70 (1 TBRC 35.84 .0,50%. - - - / TBRC 36.02 TBRC 35.58� Sa S BC 35.57 BC 35.79 BC 35.75 BC 35.31 BC 35.80 J BC 35.63 TBRC 35.64 BC 35.37 BC 35.608 L CONCRETE SIDEWALK TOC 35.94 TOC36.29 TOC 36.00 \ TOC 36.30 \ > I <S TOC 36.13 3 TOC 36.18 . a' TBRC 36.09 TBRC 36.04 . 0.BC 35. BC 35.77 . . 0_ . TBRC 36.11 ,.f � ^ . TBRC 36.11 BC 35.84 Y BC 35.84 U r47-+*�I.NTERSECTI.ON PLAN 20 O 20 40 60 ■ SCALE: I"= 20'-0" 6 1 7 18 TBVC 25.72 BC 25.22 TBVC 25.53 S BC 25.03 BC 24.40 BC 24.99 BC 24.53 BC 24.95 BC 24.63 BC 23.90 _< ° TO 25.62a / Lll \` TOC 25.03 I TOC 25.63 Q- TOC 25.17 TBVC25:40 W TBVC 25.25 \� BC24.90 w . I o BC 24.75 - - - \ TBVO 25.36U BC 24.86 . " ii� 3 u) --- 71 U (n (TLNTERSECTION PLAN 20 O 20 40 60 SCALE: I"= 20'-0" W Q I w I TBVC 32.49 J TBVC 32.49 <, BC31.99 TBVC 32.47 BC 31.97 I TOG 32.47 TOG 32.46 1 TBV- s N 11 BC 3 -1a99 of U BC 31.88 _ BC 11.94 - BC 31.97 BC 31.81 BC 3.1.96 cglll5 . 50% TBRC 32.17 FL 31.92 TBVC 32.18 B.,Al qn FL 31.81 . BC 31.68 _ TBVC 32.42 . . . o TBVC 32.14 . BC 31.92 . -` 2+04 + BC 31.64 0.50% . 6e.. E. JARVIS ST . 2isi . sa �. T fOC 32.08 � TOG 32.04 C 31.92 TBV BC 31.42 \ 0.50% 14+00 ` �. E. JARVIS CT. . BC 31.53\ BC 31.51 S� TBRC 31.81 TBRC 31.73 BC 31.54 BC 31.46 �N�l 2732- TERSECTION PLAN NNNNNNNNNN���• ROADWAY LEGEND - - EXISTING PROPERTY LINE - - - - PROPOSED RIGHT OF WAY LINE - - PROPOSED LOT LINES 1 050- - EXI5TIN6 CONTOUR 1040' PROPOSED CONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIRECTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED r CONCRETE SIDEWALK O 00 O O 0 EXTENTS OF PROPOSED SEEPAGE OO OO BED (SEE DRAINAGE PLANS) CURB/GUTTER LOCATION CURB AND GUTTER LOCATION f SCORE JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) ACCESSIBLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK w- PROPOSED STREET LI6HT PROPOSED SIGN ACRONYM LEGEND TBRG TOP BACK OF ROLLED CURB TBVC TOP BACK OF VERTICAL CURB RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXI5TIN6 ELEVATION F6 FINISH GRADE ELEVATION TA TOP OF ASPHALT ELEVATION TOC TOP OF CONCRETE ELEVATION HP HIGH POINT OF FINISH GRADE LP LOW POINT OF FINISH GRADE BG BOTTOM OF CURB TOB TOP OF BERM ROADWAY CALLOUT V CONSTRUCT STREET SECTION PER DETAIL I/C2.03 CONSTRUCT STREET SECTION PER DETAIL 2/C2.08 O GON5T5RUGT 5' DETACHED SIDEWALK PER AGHD O 201 SUPPLEMENTAL SPECIFICATION STANDARD DRAWING SD-%OX. O CONSTRUCT VERTICAL CURB AND GUTTER PER PER 4 AGHD 2011 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-%01. O CONSTRUCT ROLLED CURB AND GUTTER PER PER 5 AGHD 2011 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD-102. CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD © 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-108. OCONSTRUCT STREET SECTION PER DETAIL 3/G2.08 ® CONSTRUCT STREET SECTION PER DETAIL 4/C2.08 O CONSTRUCT VERTICAL CURB TO ROLLED CURB TRANSITION PER DETAIL 1/C2.08. CONSTRUCT PEDESTRIAN RAMP PER AGHD 201 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING 50-112. 11 CONSTRUCT STREET SECTION PER DETAIL I/C2.O-t 5AWCUT (2' MINIMUM INTO EXI5TIN6 PAVEMENT) AND 12 PAVEMENT PATCH PER I5PWG SD-301, 50-303, SD-806, AND AGHD REQUIREMENTS. vo PRELIMINARY NOT FOR � CONSTRUCTION 2igRY B. E U) `v mmto �m r E E a N 3 L nrb cis a ,-`ohm �a �m0 vv � U w m- 00 as z d _ - N as 3xo mE Copyright © 2021 Al rights rese . Repmtlucfion or use in arty form or ny any means winlouf wnnen permission of Breckan Ldntl Design, Inc. is unlawful antl subject fo a,minal prosecution. Z �O V ! r n V / C m c\j V, `L J co W 0 W CO > U O z Q p� 0 �w WQ 1 Q ) ui ui ui 5; 2 Ir p uj 2 1 -9 0 x n o0-Ow y Wlu a,OZF N G 0 D4640ww ao°a2zME 400 DW 4z>.w REVISIONS PROJECT NO 20021 DRAWN BY: C$ CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C2.08 1 2 3 4 5 9 10 12 13 14 15 1 16 APPROVED 0102,22 _..vna,arou,�, oo�d M L K J H E1 D1 C1� B1: 5+00 6+00 S. MERIDIAN RD. 3 0 120' R.O.W. 7+00 �±38' —t36' 2% y EXISTING PAVEMENT — 1-1 ITT NOTES: I. ALL GONSTRUGTION WITHIN THE PUBLIG RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWG AND ITO 5PEGIFIGATION5. 2. 5TREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE I5PWG AND ITD SPECIFICATION. 3. ALL STORM DRAINAGE IN THE PUBLIG RIGHT-OF-WAY SHALL BE IN5PEGTED BY ITD. 8+00 ME 2740.5 STA: 8+58, 40.81 ME 2740.9 S. MERIDIAN RD 9+00 10+00 11+00 12+00 13+00 13+35 4: 9+00, 36.08'R STA: 9+00.00, 44.015R ME 2740.71± TP 'I STA: 10+03 STA: 11M0036.05'STA: 12M0036.03'/) M03601R 3696R STA: 13+22, 36.00'R3 E737.69±738.82R jE E2736.88±3 0ME 2736.71± 0 2 0.1 0 - .... - N o o � 2 f ..�.. ... —:� — 6.E1' R.O.W. 1 2738— � -- ... • — 27 T — _ _ _ — — q DlcnrloN T� .� .. .� `' AT E SHEET C201 �I I 2742 2741 2740STA'10+0251, 5206R4 4 -`STA: 11+00 0, 5205R 2.03 CH - .STA' 12+00 00 5 R LIN � E �- 2743—�� TA 2739.42 -- TA 273850 TA 2737.37 1 �46=47I I III TOB 44.36 I I I I I I I I I 0 6'--3'--4' 3' 4'— \BORROW DITCH GRAVEL SHOULDER 5.5 INCHES OF ASPHALT PAVEMENT 6 INCHES OF 3/4 INCH MINUS CRUSHED AGGREGATE BASE 18 INCHES OF 2 INCH MINUS GRAVEL OR 12" PIT RUN GRAVEL SUBBASE i STA: 12+87.29, 52.01'R _ TA 2736.50 I ` TOB 40.58 TOB 39.91 0 0 ID 0 00 0 0 I H ID Q 00°O 000 O Cw �0 W Imo'LU O O� 0 (R ° 0 0 0C) 0 O0 0 0 I U °000'�oo )cc h -- < °o° ° O O O O ' 00 UO O O 00 000 ..�I 1 O� i ROADWAY LEGEND EXISTING PROPERTY LINE — — — — PROPOSED RIGHT OF WAY LINE — — PROPOSED LOT LINES EXI5TIN6 GONTOUR 1040' PROPOSED GONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIREGTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED CONCRETE SIDEWALK OO°O O OO EXTENTS OF PROPOSED 5EEPA6E OO O BED (SEE DRAINAGE PLANS) O CURB/GUTTER LOCATION CURB AND GUTTER LOCATION �5GORE JOINT (TYPIGAL) EXPANSION JOINT (TYPICAL) AGGESSIBLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW GONGRETE FLATWORK PROPOSED STREET LIGHT PROPOSED SIGN ACRONYM LEGEND TeRG TOP BAGK OF ROLLED GURB TBVG TOP BAGK OF VERTIGAL GURB RE RIM ELEVATION IE INVERT ELEVATION ME MATGH EXISTING ELEVATION FG FINISH GRADE ELEVATION TA TOP OF ASPHALT ELEVATION Tor- TOP OF CONGRETE ELEVATION HP HIGH POINT OF FIN15H GRADE LP LOW POINT OF FINISH GRADE Br- BOTTOM OF GURB TOB TOP OF BERM ROADWAY CALLOUT O CON5TRUCT PEDESTRIAN RAMP PER AGHD 201-1 1 SUPPLEMENTAL SPECIFIGATIONS, STANDARD DRAWING SD-112. OCONSTRUCT STREET SECTION PER DETAIL I/G2.04 SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND O PAVEMENT PATCH PER ISPWG SD-501, 5D-505, 5D-806, AND AGHD REQUIREMENTS. ��pF•"��G\STE� PRELIMINARY NOT FOR CONSTRUCTION 111-F OF yly qRY Copyright c12021 All r ghtsreserved. R p d t for use i any (onn or by any means �h 1 Iten perm ss on of Breckon Land Deag I lawful entl sublect to crm I p ulion. Z O >_ F mN W V! ( Q W op W Q Ir Wz 0 W L U) W W Ir p LU rr LL Q CI Q�d'W y 9yy NW mu 40m? m �>QOm no°Rfz� JQou �w uuZox f REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C2.09 11 2 3 4 5 6 7 8 RI 10 T 12 13 14 15 I 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 O�—W20-I p L 11 J Il S. MERIDIAN RD. •NNNNNNNNNN���, I I 0+00 1+00 2+00 3+00 I 4+00 5+00 S. MERIDIAN RD I I O a c _ c l000 I O e e I 6+00 7 0 8+00 9+00 10+00 11+00 12+00 13+00 JC a S. MERIDIAN RD — a — C) z I s ¢1 0 0 0 0 O 0 -- -- 3 —----------- 3-------� 01 — — —:.—EXISTING EDGE OF PAVEMENT _ IF o TUBULAR MARKERS/CONES — L 0 z ql o II a° E E S. MERIDIAN RD. Dip c1 i BI: 298.97' — — — m� Z SI U rn a rn � o D N N 17) 6+00 7 0 —a — Iw 1 a0 dol — 5 arjI w > o W ILL rn ' R w 291 97' Iz I2 O 1 --— --— 1021.79'---20—I S. MERIDIAN RD N156E 490.87' - - - - - - - - - - - - - - - 1000,- _ N3°53'20"E L fn/ci TRAFFIC CONTROL ASS\OI�W J, ���STE . PRELIMINARY PLAN LEGEND NOT FOR CONBTAUCTION - - PROPERTY LINE E3 P CENTERLINE - - - RIGHT OF WAY LINE GONSTRUGTION ZONE 7 = = c o tul _ m � 3 m .E s E m l7 EXISTING EDGE OF PAVEMENT �a`m aom ��m r�� - am _ _ m 0 s =mN w _a mod z� 3 m = _ a m-E `( PROPOSED STREET LIGHT PROPOSED TUBULAR MARKER5/GONE5 OR BARREL PROPOSED SIGN TRAFFIC CONTROL PLAN NOTES I. NO LANE GL05URE5 ALLOWED BETWEEN 5AM AND I OPM. 2. MAINTAIN MINIMUM I2' LANE IN EAGH DIREGTION BETWEEN 5AM AND IOPM. CALLOUT LEGEND OINSTALL TEMPORARY SHOULDER WORK SIGN PER MUTGD W21-5. OINSTALL TEMPORARY END ROAD WORK 51&N PER MUTGD 620-2. OINSTALL TUBULAR MARKERS/CONES 5PAGED EVERY 55-FT. OINSTALL ROAD WORK AHEAD SIGN PER MUTGD W20-I. SPEED PER PLANS OINSTALL ROAD WORK BARRELS EVERY 20-FT AT TAPER. Copyright c12021 All nghls reservetl. Reproduc�on or use in any Porn or by any means wifhoul w�ilfen permission of Breck- Land Design, Inc. is unlawful e,d s,blect to cnminal prosecution. � z O V W V/ LU Uoo Irz Q 1 zo Wz0Ir Uw �< 0 U_ 2 wFrw'LU) LL _ 5 I LU LL Q , Uf) d Q�mw w b gWO��O?J J0u2�W uuQ f REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C2.10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 15 1 16 DWRIDIA )- APPROVED _._ ONOW2 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re L 11 J a C B TYPE IV CB #6RE: 2731.45 \\ 12" INV: 28.95 \ S! N: 688141.1.23 �E: 2455675.72 3.0% 14 LF 6 Q25 = 1.59 CFS Q100=2.22 CFS _ -3.5% 12 LF 6 12 TYPE IV CB\ RE: 2730.72 12" INV: 2728.22 / 11 \ N: 688083.28 E: 2455795.40 Q25 = 4.07 CFS � Q100 - 5.67 CFS \ -TYPE IV CB #1 RE: 2730.72 \ 12" INV: 2728.22 \ x \ N: 688108.98 E: 2455813.33 Q25 = 1.41 CFF Q100 = 1.97 CFS SDMH #1 X \ \ \ \ \ RE: 2730.54 \12" INV: 2727.80 18" INV: 2727.3030 \ N: 688094.54 �\\ E: 2455803.26 � Q25 = 7.07 CFS \ Q100 = 9.86 CFS SDMH #2 \ \ I \ \ RE: 2731.00 \\ \ 18" INV: 98 .51 E: 2455882.46 \ \ Q25 = 7.07 CFS Q100 = 9.86 CFS \ \I \ I \ \ SDMH #3 I O7 j4 RE: 2731.76 _ 18" INV: 2725.75 \ w N: 687919.62 E: 2455939.09 \ \ \ \\ I 1 Q25 = 7.07 CFS \ \ Q100 - 9.86 CFS \ \ \ \ I I 1 \\a\\\\ \ 7 100 LF 0.7% / \9.1% 38 LF 6 I I SDMH #15 RE: 2737.40 12" INV: ±2728.5 N: 687761.81 E: 2455906.11 I I 10 Q25 = 1.84 CFS i Q100=2.52 CFS SDMH#4 ' RE: 2735.95 18" INV: 2723.83 I N: 687756.95 E: 2455924.05 Q25 = 11.53 CFS i Q100 = 16.08 CR \ 1 I I 1 \1 1500 GAL SG #11, 21& 4 SB #1 1 1 RE: 2735.52 \ FG: 2733.92 1 I IN: 2725.05 WIDTHELEV 3211' I1 1 ELEV INLET BAFFLE: 2724.55 \ \ ( LENGTHNGTH 1 ELEV OUTLET BAFFLE: 2724.95 ELEV OUT: 2724.70 DEPTH = 5.6' TOP OF GRAVEL = 2727.20 / BAFFLE SPACING: 20" \BOTTOM OF GRAVEL -_ 2721.60 1 N: 687809.51 E: 2455924.26 ` BOTTOM OF SAND - 2720.10 1 1 1 GROUNDWATER EL =<27717 INFILTRATION RATE = 8 IN/HR \ \/- 1 11.0% V100= 21,535 CIF I 1 N: 687752.17 I IR -E: 2456035.79 FG 31.63 1 201 LF ° °°°O° O ° O O Le y�OO °°O I I O �4°o°°°°�° °°° OO OO°O wa o wN I w!00O �/I \\y O w 0 0N °SO° 1 201 LF FG 31.66 . I �I• , I /` �\ SDI MH � #5, RE:2737.16 I 18" INV: 2723.83 N: 687740.96 I \ - \ \ E. 2455924.72 1 Q25 = 116.0 CFS l Q100 - 16.08 CFS DRAINAGE PLAN T KEY MAP N DRAINAGE LEGEND EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED RIGHT OF WAY 1050 PROPOSED CONTOURS --------- 1050 --------- EXISTING CONTOURS 2591.15 SPOT ELEVATION FLOW DIREGTION AND 0.20% GRADIENT ® EXTENTS OF SWALE BASIN O ° O° 000 o°°O°° EXTENTS OF SEEPAGE BED TYPE IV, CB#1 CATCH BASIN - TYPE IV RE aa.sz PER 15PWC STANDARD N 2025.64 DRAWING SD-604 E 3758.98 EED PIPE OUTFALL A5 DETAILED L.F. 4"0 2% DRAIN PIPE AS SPECIFIED, /-U15 SIZE AS NOTED ON PLAN ACRONYM LEGEND TBRC TOP BACK OF ROLLED CURB TA TOP OF ASPHALT RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FEE FINISHED FLOOR ELEVATION DRAINAGE CALLOUT OINSTALL 18" PERF PIPE ® 0.0%. LENGTH AS 5HOWN ON PLANS. OINSTALL 18" 5OR55 50LIO WALL PVC, PIPE 11 0,0116, 2 TRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE PER AGHD 2017 STORMWATER DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 20. GON5TRUGT OBSERVATION WELL5 PER AGHD 2017 5TORMWATER DESIGN GUIDELINES SECTION 5200 STANDARD DRAWING BMP 20 AND STANDARD DRAWING ODETAIL O6. INTERNAL WELL SHALL BE INSTALLED 5-FEET FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER OF THE BED. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION, WHEN AVAILABLE. GON5TRUGT SEEPAGE BED PER AGHD 2017 5TORMWATER G4DE51GN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 20. DIMENSIONS, AS 5HOWN. AGHH MUST INSPECT AND VERIFY THE INFILTRATION RATE AFTER FAGILITY IS FULLY EXCAVATED. AGHD 15 NOW INSTALLING ELEGTRONIG MARKERS ON EACH CORNER OF THE FACILITY. CONTRACTOR SHALL COORDINATE WITH AGHD INSPECTION FOR PLAGEMENT OF MARKERS DURING CONSTRUCTION AND BAGKFILLING. AGHD 15 CURRENTLY SUPPLYING THE DEVICES. WHEN ROCK 15 ENGOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH 15 FULLY EXCAVATED. IF PERCOLATION 15 LE55 THAN 5PEGIFIED BY THE 501L5 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE GONDUIT FOR DRAINAGE TO OCCUR OR REDE516N THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. CONTRACTOR 5HALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENGOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT 15 HIGHER THAN ANTICIPATED. GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL REPORT PREPARED BY MTI, DATED 2/10/2020. SAND AND GREASE TRAP PER AGHD 2017 5TORMWATER ODE516N GUIDELINES SECTION 8200 STANDARD DRAWING BMP 01. REFER TO STANDARD DRAWING FOR ELEVATION A THROUGH D LOCATION, OINSTALL 12" 5DR35 PVC PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OINSTALL 18" 5DR35 PVC, PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OSAVE AND PROTECT EXISTING 5TORM STRUCTURES AND PIPE. GON5TRUGT INFILTRATION BA51N PER AGHD 2017 5TORMWATER DESIGN GUIDELINES SECTION 8200 OSTANDARD DRAWING BMP 10 AND DETAIL I ON TH15 SHEET. 9 AGHD STORMWATER BASINS SHALL BE LANDSCAPED ACCORDING TO THE "ADA COUNTY HIGHWAY DISTRICT 5TORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL" (OCTOBER 2017) IN APPENDIX D. 1O CONNECT TO EXISTING 12" STORM PIPE. CONFIRM LOCATION AND INVERT. Lim , -; W, PRELIMINARY NOT FOR CONSTRUCTION yF OF �Ur qRY E3 wP� E O S N m� vAs N m^ mmto �m r E a N 3 L d o. rb cio E c�a 6m0 E4 Lc EmoN z 3ac _ mEd 3iia m[� Copyright (C) 2021 Al rights reserved. Repmduction,ruse inany fort, ,r by any means without MM, permission of Rreckan Land Design, Inc. is u hM.1 and subject t, criminal pmaecu0on. Z O �! V fn C N 7 LU V! (0 W w00 >_j M LLl cc Z Q z `Lu 1 Q Lu Lu Lu Z Q Lu 0 LL Q () PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: DATE: 09/14/2021 SHEET NUMBER C3.01 f 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 DWRIDIA )- APPROVED •._ ONOW2 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re L LL N - - - - - - - - - - - - - - - - - -_ - - - - - FG: 8 WIDTHTH = = 6/ 7 LENGTH = 5' _ DEPTH = 5.6' I i / TOP OF GRAVEL = 2731.00 / BOTTOM OF GRAVEL = 2725.40 / x / BOTTOM OF SAND = 2723.90 IR GROUNDWATER EL = <2721 IR IR _INFILTRATION RATE = 8 IN/HR Oµp V100=13,067 CF SDMH #12 N: 688265.83 RE: 2733.17 I I I E: 2454108.82 / 18" INV: 688288289.9.14 I \ E: 2454167.81 I 0� O 0 O O l\ O O 7 11 LF 0% Q25 = 6.99 CFS 0 Q100 = 9.75 CFS 00 0 O O 1 6 L 2 0 SDMH #11 RE: 2733.22 I 0 18" INV: 2727.51 N: 688274.23 G I I gg S S E: 2454167.77 o I I I 9 O 11 1 11 I 0 40 0 0 0 Q25 = 6.99 CFS Q100 = 9.75 CFS N I 1 I 111ii 00 �p0�_ 7 11 LF o% N 0/ 0 i 01 U) I m 2 0 SDMH_ #10 0 1 it 00 O 0 1 65 LF m \ \ OD�O OSO RE:2733.34 F 1 1 1 0 0 0 1 7 11 LF 0% 18" INV: 2727.51 o /� N: 688259.14 0 E: 2454167.73 / Q25 = 6.99 CFS SDMH #9 Q100 9.75 CFS 1 %u zo LF 7 RE: 2733.47 o \ \ 18" INV: 2727.51 -o I / / / \ N: 688244.14 E: 2454167.70 ° Q25 = 6.99 CFS N I SDMH#15 Q100=9.75CFS m I / \RE: 2734.08 \ L 18" INV: 2727.71 I cP0 N: 688220.36 \ E: 2454167.64 Q25 - CFS Q100 = CFS _ 1% 44LF 7 _sue ° is 1500 GAL SG #8, 9 & 10 \ - / / RE: IN: 14 2728.50 7 w / 1 / ELEV IN: 2728.50 ELEV INLET BAFFLE: 2728.00 \ ELEV OUTLET BAFFLE: 2728.40 \ D p I I .I. BELEV AFF EU PACING: 20" I I N: 688176.75 U I II I E: 2454197.62 o I I I III I I I' I 1 I TYPE IV CB #8 SD _ I RE: 2732.73 I I 11 1 1 I 18" INV: 2728.51 1.0% 18 LF 7 N: 688167.90 s I I I I I I E: 2454198.75 S Q25 = 1.59 CFS Q100=2.22CFS N I I I I 1 TYPE IV CB #7 o I I I ( 1� I RE: 12" INV: 2727 %276 30.76 N: 688129.02 N I I I I I \ E: 2454238.21 Q25=3.03 CFS Q100 = 4.24 CFS III ��!!I ► �11 0 N T DRAINAGE PLAN 0 A N fl 20 0 20 40 60 U 0 o SCALE: I"= 20'-0" I I W8" - w SD :J SD - "SS � 1010,110,0110 I T KEY MAP N � I I W8" - SD SD RE: 2735.30 _ 12" INV: 2732.80 N: 688141.86 E: 2454649.58 / Q25 = 2.37 CFS / Q100=3.29 CFS / SD ---\- SD SDMH #14 RE: 2735.09 12" INV: 2732.64 N: 688159.03 E: 2454640.33 - Q25 = 2.89 CFS Q100=4.02 CFS i Wf SID S DRAINAGE LEGEND - - EXISTING PROPERTY LINE PROPOSED LOT LINE - - - - PROPOSED RIGHT OF WAY 1050 PROPOSED CONTOURS --------- 1050 --------- EXISTING CONTOURS 2591.15 SPOT ELEVATION FLOW DIRECTION AND 0.20% GRADIENT ® EXTENTS OF SCALE BASIN 0 O 00 O 00 EXTENTS OF SEEPAGE BED 000000 TYPE IV, CB#1 CATCH BASIN - TYPE IV RE 48.92 PER 15PWC STANDARD N 2o2s.s4 DRAWING 5D-604 E 3758.98 PIPE OUTFALL AS DETAILED 15 L.F. 4"0 2% DRAIN PIPE AS SPECIFIED, D SIZE AS NOTED ON PLAN ACRONYM LEGEND TBRc TOP BAGK OF ROLLED CURB TA TOP OF ASPHALT RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FFE FINISHED FLOOR ELEVATION DRAINAGE CALLOUT OINSTALL 18" PERF PIPE ® 0.0%. LENGTH AS 5HOWN ON PLANS. OINSTALL 18" 5DR35 SOLID WALL PVC, PIPE ® 0.0%. TRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE 2 PER AGHD 201-7 STORMWATER DESIGN GUIDELINES SECTION 8200 5TANDAR0 DRAWING BMP 20. CONSTRUCT OBSERVATION WELLS PER AGHD 201-7 5TORMWATER DE516N GUIDELINE5 SECTION 8200 STANDARD DRAWING BMP 20 AND STANDARD DRAWING ODETAIL O6. INTERNAL WELL SHALL BE INSTALLED 5-FEET FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER OF THE BED. PLACE THE WELL IN THE 51DEWALK FOR PROTECTION, WHEN AVAILABLE. CONSTRUCT 5EEPA6E BED PER AGHD 201T 5TORMWATER DESIGN 6UDELINE5 SECTION 8200 STANDARD DRAWING 4 BMP 20. DIMENSIONS, AS SHOWN. AGHH MUST INSPECT AND VERIFY THE INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. AGHD 15 NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. CONTRACTOR SHALL COORDINATE WITH AGHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND BAGKFILLIN6. AGHD 15 CURRENTLY SUPPLYING THE DEVICES. WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH 15 FULLY EXCAVATED. IF PERCOLATION 15 LE55 THAN SPECIFIED BY THE 501L5 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REG7UIRED INFILTRATION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER 15 ENCOUNTERED WITHIN 5-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT 15 HIGHER THAN ANTIGIPATED. GROUNDWATER DATA DERIVED FROM &EOTEGHNIGAL REPORT PREPARED BY MTI, DATED 2/10/2020. SAND AND GREA5E TRAP PER AGHD 201-1 5TORMWATER ODESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 01. REFER TO STANDARD DRAWING FOR ELEVATION A THROUGH D LOCATION. OINSTALL 12" SOR55 PVC, PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OINSTALL 15" SDR55 PVC, PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OSAVE AND PROTECT EXISTING STORM STRUCTURES AND PIPE. CONSTRUCT INFILTRATION BASIN PER AGHD 201-f 5TORMWATER DE5165N GUIDELINES SECTION 8200 OSTANDARD DRAWING BMP 10 AND DETAIL I ON THIS SHEET. 9 AGHD STORMWATER BASINS SHALL BE LANDSCAPED ACCORDING TO THE "ADA COUNTY HIGHWAY DISTRICT 5TORMWATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL" (OCTOBER 201-7) IN APPENDIX D. 10 CONNECT TO EXISTING 12" STORM PIPE. CONFIRM LOCATION AND INVERT. Lim , "; W, PRELIMINARY NOT FOR CONSTRUCTION f OF �Ur qRY E3 wP� Copyright (0) 2021 Al rights reserved. Repmd"ction or use in arty tone or by any means without wdnen permission of Rreckan Land Design, Inc. is u hM.1 and subject to criminal prosecution. Z O f V ) > U) C m N LIJ (c)� V / Lu LU U�Q0- rr L < 1 Lu Fr 0 Q W Lu >Lu L LL f2 V / d f O Q�y u zf TMm4 LL00- �\ ya w 0 0 f z f4yy ,M g64w ao°<ZZE CQ0 0w 4zl.w u REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C3.02 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 r•� a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re APPROVED _._ ONOW2 L 11 J SB #2 FG: 2732.18 WIDTH = 23' LENGTH = 64' DEPTH = 6.0' TOP TOP TOP TOP _ TOP- �TOP E T TOE TOE T9 OE _ TOE TOP OF GRAVEL = 2731.20 40F TOP -BOTTOM OF GRAVEL = 2725.20 TOP OE BOTTOM OF SAND =2723.70 _ TOE E GROUNDWATER EL = <2721 EP _ EP EP- -ESP EP EP EPPINFILTRATION RATE= 81N/HR Ef_ - -EP V100= 4,509 CF \ N: 688336.64 E: 2454280.68 TYPE IV CB #3 RE: 2732.03 / 12" INV: 2729.53 N: 688342.68 i E: 2454309.78 - Q25 = 2.41 CFS - - - -Q100=3.37 CFS- - �_ - 1500GSG#5 - RE: 2732.56 ELEV IN: 2729.71 4 2 ELEV INLET BAFFLE: 2729.21 ELEV OUTLET BAFFLE: 2729.1 ELEV OUT: 2729.20 BAFFLE SPACING: 20" N: 688340.58 E: 2454309.7.78 O O 0 V O O 54 LF IR IR �� IR - - SDMH IFSDMH #6 RE: 2732.49 - 18"INV: 2729.20 IR IR IR - _ 7 6 LF 0% - - - - - RE: 2733.17 17 18"INV: 2727.51 \ N: 688326.14 E: 2454309.79 N: 688289.14 \ , Q25 = 1.21 CFS E: 2454167.81 Q100 = 1.69 CFS Q25 = 6.99 CFS - Q100=9.75 CFS 1 a20AINAGE PLAN - AREA A O 20 40 60 SCALE: I"= 20'-0" \ TYPE IV CB -RE: 2728.47 12" INV: 2725.97 N: 688343.50 ' 11 E: 2455361.97 Q25 = 2.19 CFS - Q100=3.06 CFS. JF m 0 F- 0 a L E N = L E a .n m `0 a m 3 Lu a z D a 0 A BI 1000 G SG W� \ RE: 2729.00 ELEV IN: 2727.09 ELEV INLET BAFFLE: 2726.59 \ ELEV OUTLET BAFFLE: 2726.99 �\ ELEV OUT: � BAFFLE SPACING:ACING: 20" \ \ N: 688341.41 \ E: 2455361.97 \ \ C WE IR IR SDMH #7 RE: 2729.27 18" INV: 2725.30 N: 68832A W \ IR O 0 1 48 LF IR \ E: 2455361.98 T- _ - - - - Q25 = 11.5 CFS - 1.5 Q100 = 3 CFS T� DRAINAGE PLAN -AREA B TYPE IV CB #5 RE: 2723.75 \ \ - 12" INV: 2721.25 \ N:688343.75 - - - � - - E: 2455678.26 � Q25 = 1.25 CFS Q100`1.78 CFS / 1000 G SG #7 4 RE: 2724.31 ®.. ELEV IN: 2721.20 2 ELEV INLET BAFFLE: 2720.70 ELEV OUTLET BAFFLE: 2721.10 ELEV OUT: 2720.37 �I ao BAFFLE SPACING: 20" -t - - - - - - - 1 42 N: 688339.15 IR E: 2455678.26 / - IR IR I � I I I T DRAINAG LAN - AREA C 0 I IR-SB #3� IR IR �FG: 2728'80 WIDTH = 23' LENGTH = 58' \ DEPTH = 6' TOP OF GRAVEL = 2727.30 \ BOTTOM OF GRAVEL = 2721.30 BOTTOM OF SAND = 2719.80 \ GROUNDWATER EL = <2716 1 INFILTRATION RATE = 8 IN/HR V100= 4,093 CF N: 688332.85 E: 2455410.60 C \ � \ \ SB #4 \ FG: 2723.96 \ \ WIDTH = 15' LENGTH = 52' DEPTH = 6' TOP OF GRAVEL = 2723.94 / BOTTOM OF GRAVEL = 2717.94 BOTTOM OF SAND = 2716.44 \ -'GROUNDWATER EL = <2714 INFILTRATION RATE = 8 IN/HR V100= 2,380 CF N: 688331.59 E: 24557, 1.56 i l< T KEY MAP n DRAINAGE LEGEND - - - EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED RIGHT OF WAY 1050 PROPOSED CONTOURS ------ 1 050 --------- EXISTING CONTOURS 2591.15 SPOT ELEVATION FLOW DIRECTION AND 0.20% GRADIENT ® EXTENTS OF SHALE BASIN O O 00 O 00 000 EXTENTS OF SEEPAGE BED on 00 TYPE IV, CB#1 CATCH BASIN - TYPE IV RE PER 15PNC STANDARD N 2025.64 25.E DRAWING 5D-604 3758.98 E 758 PIPE OUTFALL AS DETAILED 155 L.F. 4"0 2% DRAIN PIPE AS SPECIFIED, SIZE AS NOTED ON PLAN ACRONYM LEGEND TBRG TOP BAGK OF ROLLED CURB TA TOP OF ASPHALT RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FFE FINISHED FLOOR ELEVATION DRAINAGE CALLOUT OINSTALL 18" PERF PIPE ® 0.0%. LENGTH AS 5HONN ON PLANS. OINSTALL 18" 5DR35 SOLID NALL PVG PIPE ® 0.0%. TRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE 2 PER AGHD 2017 5TORMNATER DESIGN GUIDELINES SECTION 8200 5TANDAR0 DRAWING BMP 20. CONSTRUCT OBSERVATION AELL5 PER AGHD 2017 5TORMWATER DE516N GUIDELINES SECTION 8200 STANDARD DRAWING BMP 20 AND STANDARD DRAWING ODETAIL O6. INTERNAL NELL SHALL BE INSTALLED 5-FEET FROM THE END AND EDGE OF THE BED. OUTSIDE NELL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER OF THE BED. PLACE THE WELL IN THE 51DENALK FOR PROTECTION, WHEN AVAILABLE. CONSTRUCT 5EEPA6E BED PER AGHD 2017 5TORMNATER DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING 4 BMP 20. DIMENSIONS, AS SHOWN. AGHH MUST INSPECT AND VERIFY THE INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. AGHD 15 NON INSTALLING ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. CONTRACTOR SHALL COORDINATE KITH AGHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND BAGKFILLING. AGHD 15 CURRENTLY SUPPLYING THE DEVICES. AHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH 15 FULLY EXCAVATED. IF PERCOLATION 15 LE55 THAN SPECIFIED BY THE 501L5 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REG7UIRED INFILTRATION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER 15 ENCOUNTERED WITHIN 5-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT 15 HIGHER THAN ANTIGIPATED. GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL REPORT PREPARED BY MTI, DATED 2/10/2020. SAND AND GREA5E TRAP PER AGHD 2017 5TORMNATER ODESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 01. REFER TO STANDARD DRAWING FOR ELEVATION A THROUGH D LOCATION. OINSTALL 12" SOR55 PVC, PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OINSTALL 15" SDR55 PVC, PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OSAVE AND PROTECT EXISTING STORM STRUCTURES AND PIPE. CONSTRUCT INFILTRATION BASIN PER AGHD 2017 5TORMWATER DE5165N GUIDELINES SECTION 8200 OSTANDARD DRAWING BMP 10 AND DETAIL I ON THIS SHEET. 9 AGHD 5TORMNATER BASINS SHALL BE LANDSCAPED ACCORDING TO THE "ADA COUNTY HIGHWAY DISTRICT 5TORMNATER MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL" (OCTOBER 2017) IN APPENDIX D. 10 CONNECT TO EXISTING 12" STORM PIPE. CONFIRM LOCATION AND INVERT. Lim , -; W, PRELIMINARY NOT FOR CONSTRUCTION f OF �Ur qRY E3 wP� E O N d� v36 _ "_ dmn om rE 3L 6m0 Ev U p N z a 3Nc wc�2 3xo mE Copyright (C) 2021 Al rights rese . Repmtl"ction or use in arty fort, or by any means without MM, permission of B-kn L-d Design, Inc. is u hM.1 a d subject. criminal prosecution. Z O f V / f n Cco C\J 7 LLJ VJ `L cy)W w00 >-J Q M LLJ rrZ 2< Lu Q - z Q Lu Q Fr 0 \< W Lu Q >2Lu LL V J .41 d Do 0f OW y w u a, O z F N G Dn =tWi t�7w Zc�7� 5.,% .Ww m>o>ao dOaZzE QQX DW az�w � 0 REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C3.03 1 1 2 1 3 4 5 6 7 8 9 10 13 1 14 1 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 L LL J I C B w co S; /-j Ci / cb / ^N / / ti Pp ry h ti^ahh ti / Z9, `b e. 4 N / b T DRAINAGE PLAN N O 20 40 (50 SCALE: I"= 20'-0" :1[.71►Ef�i WIDTH AT BOTTOM = 9' LENGTH AT BOTTOM = 126' DEPTH = 3.5' TOP OF POND = 2747.0 BOTTOM OF POND = 2743.50 BOTTOM OF SAND = ±2741 AREA OF SAND = 60 SF 100 YEAR WSEL = 2746.50 GROUNDWATER EL = <2732.6 INFILTRATION RATE = 8 IN/HR V100= 6,738 CF IN 687498.50 E: 2454470.94 T KEY MAP n DRAINAGE LEGEND — — EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED RI6HT OF WAY 1050 PROPOSED CONTOURS EXI5TIN& CONTOURS 2591.15 SPOT ELEVATION FLOW DIRECTION AND 0.20% GRADIENT ® EXTENTS OF SCALE BASIN 0 O 00 O 00 EXTENTS OF SEEPAGE BED 000p00 TYPE IV, CB#1 CATCH BA51N - TYPE IV RE 48.92 PER 15PWG STANDARD N 2025.64 DRAWIN& 5D-604 E 3758.98 C] PIPE OUTFALL AS DETAILED / 15 L.F. 4"® 2% DRAIN PIPE A5 SPECIFIED, S SIZE AS NOTED ON PLAN ACRONYM LEGEND TBRG TOP BACK OF ROLLED CURB TA TOP OF ASPHALT RE RIM ELEVATION IF INVERT ELEVATION ME MATCH EXI5TIN& ELEVATION FEE FINISHED FLOOR ELEVATION DRAINAGE CALLOUT OINSTALL 18" PERF PIPE ® 0.0%. LENGTH AS SHOWN ON PLANS. OINSTALL 18" 5DR35 SOLID WALL PVG PIPE ® 0.0%. TRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE 2 PER AGHD 2017 STORMWATER DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 20. CONSTRUCT OBSERVATION WELLS PER AGHD 2017 STORMWATER DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 20 AND STANDARD DRANIN& ODETAIL Ob. INTERNAL WELL SHALL BE INSTALLED 5-FEET FROM THE END AND EDGE OF THE BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER OF THE BED. PLACE THE WELL IN THE 51DEWALK FOR PROTECTION, WHEN AVAILABLE. GON5TRUGT 5EEPA&E BED PER AGHD 2017 5TORMWATER DESIGN GUDELINES SECTION 8200 STANDARD DRAWING 4 BMP 20. DIMENSIONS, AS SHOWN. AGHH MUST INSPECT AND VERIFY THE INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. AGHD 15 NOW IN5TALLIN& ELECTRONIC MARKER5 ON EACH CORNER OF THE FACILITY. CONTRACTOR SHALL COORDINATE WITH AGHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND BAGKFILLIN6. AGHD 15 CURRENTLY SUPPLYING THE DEVICES. WHEN ROCK 15 ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH 15 FULLY EXCAVATED. IF PERCOLATION 15 LE55 THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REG2UIRED INFILTRATION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER 15 ENCOUNTERED WITHIN 5-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT 15 HIGHER THAN ANTICIPATED. GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL REPORT PREPARED BY MTI, DATED 211012020. SAND AND GREASE TRAP PER AGHD 2017 5TORMWATER ODE516N &UIDELINE5 SECTION 8200 STANDARD DRAWING BMP 01. REFER TO STANDARD DRAWING FOR ELEVATION A THROUGH D LOCATION. OINSTALL 12" 5DR35 PVC, PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OINSTALL 15" 5DR55 PVC, PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. OSAVE AND PROTECT EXI5TIN& STORM STRUCTURES AND PIPE. GON5TRUGT INFILTRATION BA51N PER AGHD 2017 5TORMWATER DESIGN GUIDELINES SECTION 8200 9OSTANDARD DRAWING BMP 10 AND DETAIL I ON THI5 SHEET. AGHD STORMWATER BASINS SHALL BE LANDSCAPED AGGORDIN& TO THE "ADA COUNTY HI&HWAY DISTRICT 5TORMWATER MANAGEMENT BASIN REVE&ETATION &UIDANGE MANUAL" (OCTOBER 2017) IN APPENDIX D. 10 CONNECT TO EXI5TIN& 12" STORM PIPE. CONFIRM LOCATION AND INVERT. ' PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� Copyright c12021 All rghts reserved. R p d r se r any form or by any means ih t -tf perm ss on of 13—c n Land Des gn, Inc. s unlawful and s,blect to enm nal pr.—ron. Z O r V > cn Q m N LLJ U^ �J J i L M L Lu U�Q>0- cc z Lu Q - z Q Lu Fr 0 \7< Ir W Lu Z Q G Ir W Q LL Q V d Q0aw y b gWO��O?J / 4[F ao�<asm Ja�u��W a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C3.04 1 1 2 1 3 4 1 5 6 7 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 No Text APPROVED _._ ONOW2 r•>;a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re L 11 J a G12 a �P EA /W\ EP EP EP — _ EX SSMH — — T E. QUARTZ CREEK ST \ 4 0 0 0 _ o \ 1 I o 00 00 00 IR IR IR IR IR IR — IR ------- IR R— — IR — — IR IR W I 00 � \ \ UJI w ,R + Q U Of 2 0_ rn ao a v I rn (n A (n Lu N W� N W°R N W°R N W� N W� N W� N U� r C) r U. r C) r U pS r U� r _ . r R 04 m 1 W W e p W W W O\ W e p e p \ m oZ m oW m oZ m oW mFoZ mFoW U Na'Z / U m N 1 U m N U m N U m N U rn N U m N U m N W / MATCHLINE - SEE SHEET C4.01 r• r• aNaZ �N�Z �N�Z Z 1 c� J(J AP71O O / i — �. WS„ W8„ W8„ W „ 8„ W8„ W8„ �w 'op?� / 3 0 2 2 2 5 E. JARVIS ST 3 2 2 2 5 1 3 SSMH #3 \ / / z o 3+00 4+00 ulvv 6+00 7+00 8+00 9+Odu; 4 +— 18"SS 8"SS 8"SS "SS s 8"SS 18"SS "SS 8"SS ZI SSMH #1 0+00- — — — — — — — — — — — — — 2 — — — SSMH #2 J 5 // JV�Po� ON Lu co U 'o C) m °r' U r6 n U N N , —1 >+ > > N M N U N N ^ \ If� oo af I ,o wm zi (.INN W (.INN W ()NNW (.INN W UNN W mHry W aaC�J> aa�> aa�> aa�jJ aa�> tA�Z - z - z - z - co z - N[\i> �N N— �N N— CNN— aN N— �N N— aN N 13 �� \ \oso \ O I \ 3 \ IR 0 r N 1,50 2+00 3+00 4+00 5+00 6+00 1+00 8+00 8+15 T E. JARVIS ST. N 40 0 40 b0 120 5 0 5 10 15 ■ 5GALE: I"= 40'-0" VERTIGAL SCALE: I"= 5'-0" 1 2 1 3 4 15 6 7 8 9 10 11 12 13 14 15 16 SEWER LEGEND EXISTING PROPERTY LINE PROPOSED LOT LINE — — — — PROPOSED RIGHT OF WAY S S EXISTING 5EAER LINE 8"SS FROF05ED 8" SEWER MAIN QS SANITARY 5EAER MANHOLE PROPOSED SEWER SERVICE W W EXISTING WATER LINE WE" PROF05ED 8" WATER MAIN FIRE HYDRANT @- WATER METER 4 SERVICE SD SD PROPOSED STORM DRAIN R PROPOSED PRESSURE IRR16ATI ON EP EP EXISTING EDGE OF PAVEMENT SEWER CALLOUT OINSTALL 4" SANITARY SEWER 5ERVIGE a 2.0% 1 MIN. SLOPE PER STANDARD DETAIL SW3 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. OPROVIDE REQUIRED SEPARATION, SEE CITY OF 2 MERIDIAN SEWER NOTES 2 4 3, SHEEET G0.1 AND DIVI51ON 500 OF THE GITY OF MERIDIAN SPEGIFIGATIONS. OINSTALL 48" SANITARY SEWER MANHOLE PER $ DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. GONNEGT TO EXISTING SANITARY SEWER OMANHOLE, GOORDINATE WITH THE GITY OF 4 MERIDIAN. FIELD VERIFY EXISTING INVERT ELEVATION AND LOCATION. GONTAGT BREGKON LAND DESIGN IMMEDIATELY IF ANY D15GREPANGIE5. OINSTALL 8" SEWER MAIN. SEWER PIPE SHALL BE rJ BELL AND SPIGOT, PVG, 5DR35 MEETING A5TM 3034 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. Z 2 750 W 2145 2140 2135 2130 2125 2120 2115 211 O r O N M M M r W n N N 0 N N F W N == O ry O m r N >> > p m z z z W A N F = NNUUU >>> 4.90 W a H a a n Mo N >> NN N NR'mm m + nZ z m N U U N H FINISHED G OUND = �aagIL N N - aD RNNd'aD `EXISTI lJG GROUND - 359.74 LF OF 8" PVC @ 0.40 363.93 LF OF 8"PVC@0.40 EXISTING GROUND CE 4TERLINE FINISH GROUND CEr ITERLINE `tv v �m mry �m Qs `R� v v qd) Q� try, �M tQ 42d) m Jim Iqd) is m aN —� n n �� N N N ncq N N NN NN �N �N N N nN N N Lim , "; W, PRELIMINARY Ni FOR CONSTRUCTION yF OF �Ur qRY E3 wP� E O N d� _ mmto �m r E a N 3 2 o. 0cio c ��m c�a �m0 E U w m_—" d � mp N Z a 3 u c r:�wc�� 3xo mE Copyright QO 2021 Al rights reserved. Repmducti.. or use in arty tone or by any means Mout when permission of 3-1— Land Design Inc. is unhM.I and subject to criminal prosecution. z CIS �O V / Z Lu C) ` M W Lu \/ t"J LU cr 0_Cr) Uoo Q � L W fr Lu Q Q QLLJ cr V ! W LU LU >2cr cr LU ~ L.L z U f2 V d Q�Cw rn yw Wa,O2F iwrcLLZrcf �QU'QCww m>�%QOm QQX �W v REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C4.02 APPROVED _._ ONOW2 r•>;aennj�IM a•»JW•n■�r_�.rm��m a•��nR•��r_���Re LIE. JARVIS ST 11 J a G12 a W lb ci le Epp, UF�W to a -A U rnN C?mtJW Qg >ry 5 a�u o�v SSMH#4 A? 'CP•�o ,Lg — — IR _=R \ 1 N �...........�� ` 10 a \ m, \ ��SEa13 p a3 �� \ \ e° \ 2 \ 1 a� 4" PVC SERVICE SS A STA: 13+28.41 SSMH 95 2150 2145 2140 2135 2130 2125 2120 2715 2110rc C z _ 3 o m O V o N o (n eD O t? o r N LL r LL N 0 0 r O ~ LL N N N 0 N N A N O 0 ^t"f9 O z O z z N�> mt,.fLq N U S �nz nLq IL rn U U U U rn rn u) u)a1ga a aiaicice m �a1ga o- aiaicice m EXISTI G GROUND 0.62 184.76 LF OF 81• PVC @ 197.92 LF OF 8" PVC @ 0.40 % EXISTING GROUND CE 4TERLINE FINISH GROUND CEI ITERLINE lz Nm Nry`terryry (VONry 8+15 q+00 10+00 11+00 12+00 13+00 14+00 TV E. JARVIS CT. N // 40 O 40 80 120 5 O 5 10 15 5GALE: I"= 40'-0" VERTICAL SCALE: I"= 5'-0" SEWER LEGEND EXISTING PROPERTY LINE PROPOSED LOT LINE — — — — PROPOSED RIGHT OF WAY S S EXISTING 5EAER LINE 8"SS FROF05ED 8" SEWER MAIN QS SANITARY 5EAER MANHOLE PROPOSED SEWER SERVICE W W EXISTING WATER LINE w8" PROF05ED 8" WATER MAIN FIRE HYDRANT @ WATER METER 4 SERVICE SD SD PROPOSED STORM DRAIN IR PROPOSED PRESSURE IRRIGATION EP EP EXISTING EDGE OF PAVEMENT SEWER CALLOUT OINSTALL 4" SANITARY SEWER 5ERVIGE ® 2.0% 1 MN. SLOPE PER STANDARD DETAIL SW3 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. OPROVIDE REQUIRED SEPARATION, SEE CITY OF 2 MERIDIAN SEWER NOTES 2 4 3, SHEEET G0.1 AND DIV15ION 500 OF THE GITY OF MERIDIAN SPEC, IFI GATI ONS. ON5TALL 48" SANITARY SEWER MANHOLE PER $ DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. GONNEGT TO EXISTING SANITARY SEWER OMANHOLE, GOORDINATE WITH THE GITY OF 4 MERIDIAN. FIELD VERIFY EXISTING INVERT ELEVATION AND LOCATION. GONTAGT BREGKON LAND DESIGN IMMEDIATELY IF ANY D15GREPANGIE5. OINSTALL 8" SEWER MAIN, SEWER PIPE SHALL BE 5 BELL AND SPIGOT, PVG, 5DR35 MEETING A5TM 3034 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. Lim , "; W, PRELIMINARY NOT FOR CONSTRUCTION yF OF \Ur qRY E3 wP� E O 10 m� v U No _ T a ti ry m too m r E c N 3 2 � oabUo E o`w°m c9 . �m0 v U p N z� = a 3Nc r:�wc�� 3xo mE Copyright QC 2021 Al rights reserved. Repmd"cti.. or use in any form or by any means without MM, permission of Rreckan Land Design, Inc. is u hM.I and subject to criminal pmaecW-. z CIS �O VJ Z W C ` m W cn (c) O woo 0_U \ C J/�J — I Ir L � fr w Q w Q ~0 w� cr cf) w w w >2rr cr W ~ z `LL 2 U) c .41 d Q�CW n oO'sf ow ywowmn ya N G 7j �\\ 2WCLLZCF �� y±7ri Ut7W—(7� �QU'QCww m>o>aom aZZE QQX DW Q2>.W REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C4.03 1 1 2 1 3 4 5 6 7 8 9 10 R 12 13 14 15 16 APPROVED _._ ONOW2 r•>;a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re EP / \ EP EP EP EP +BM _ EP � EP EP EP EP EP �P Ep /W\ L � — — — — — ——— E.QUARTZCREEKST— — — — — — — — — EX SSMH �� � o 0 O O O O O O O 0 IR IR — IFj — IR — — IR — — IR — IR — —IR— — IR — — IR — IR — — IR — — IR — — I IR IR s [V K O ILL! , O 00 LU �� o UJI >O U) U N W� 7 6 5 4 7 U_ N r yy > N R R N A O rA W A U) J NU>amoC�JWo? �N �o�? ��� M �wNM MZ # w > IN >N >n� # W#� o'f N��O am"Z yaoz Naoz Naoz NQo z Naoz Naoz Naoz Nao Z f`a' ?i amN r w r w r w raw r w r w r w ralz)�'w UU) C?U) UfnN 0U)N C?U) 0U) UU)N 0U) OD >amC�J> amC�J�>am�> amC�J> 1 m> m�> W _m�> m�> m�> m�> m�> vt/)�Z 1 �N�Z �t/)�Z 1 aNaZ �In — 1 �r/)�Z �NZ 1 aNaZ a G12 a I. N co O O N O N IR N O L F m Z F O a E N E m U a m `o m 3 d D W Lu W U N O O N m m O r 2 m C m m L N a U .fl N m L B 3 m L m `o ry r N W8" W8" W8" W8" W8" 3 G W12" W12" I SSMH #7 SD 2 s 5 2 SD s 2 SD SD 2 SD 5 D s 2 SSMMH #6 5 2 2 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS E. JARVIS ST O 7+00 6+00 5+00 4+00 — 3+00 — 2+00- — 1+00— .R w� w� j w� ci w� 1 W� a 1 LINE SEE SHEET C4.I5 j o N N N N ;+ N MATCHLINE-SEE SHEET C4.06 U o n U n �fh o t N �wmFOw mr�w mrziw w oo w.o0 am�� aco aco aco > aco > iv U i� w UNNw mr mr mr mr nr rn >m�� >m@� am�Z am�Z am�Z am�Z aco to a > a > M N N— z� 0 ® 0 © 51 20 19 o UJI 0 I 0 0 �> z �n\ 1 I � SSMH #9 � i IR IR IR IR IR IR IR q / I" II I 1 z o V V M W K y m LL 1` n N O N N H W O N N N Z 0 y>> O N V W N N N 3 p K z z O N O N N H = N100 0- N> NN WmH�aaa N H 7 Z aon�z0 n m r g Z> Z>Z> O N — co U U K m m m N �th>O — NN> > > n mMzz �00ag N U U FitISHED GROUND m m U) a m m m �00a N ">> fnH�_ U) _ U) m EXISTING GROU D 472.57 LF OF 8" PVC @ 0.40 283.59 LF OF 8" PVC @ 1.05 EXISTING GROUND CE 4TERLINE FINISH GROUND CEP TERLINE ry ry ryrvO �Y- r1ry v mry m N� `4m O Qr 6 - mm v u1 t ylln ry �N N s2s NN O rµr� rµr� m 'Ifv ((1�}} v a v ui r In ui r ry ``4 r r Clry r CI r (V r ry r ry „ry r ry taamm��� r ry `'rry r ry ry r ry r ry r ry r ry IN r r 2150 2145 2140 2155 2150 2125 2120 2115 2110 SEWER LEGEND EXISTING PROPERTY LINE — — PROPOSED LOT LINE — — — — PROPOSED RIGHT OF WAY S S EXISTING SEWER LINE 8"SS FROF05ED 8" SEWER MAIN QS SANITARY SEWER MANHOLE PROPOSED SEWER SERVICE W W EXISTING WATER LINE w8" PROF05ED 8" WATER MAIN FIRE HYDRANT l-1 WATER METER 4 SERVICE SD SD PROPOSED STORM DRAIN R PROPOSED PRESSURE IRRIGATION EP EP EXISTING EDGE OF PAVEMENT SEWER CALLOUT OINSTALL 4" SANITARY SEWER 5ERVIGE ® 2.0% 1 MIN. SLOPE PER STANDARD DETAIL SW3 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. OPROVIDE REQUIRED SEPARATION, SEE CITY OF 2 MERIDIAN SEWER NOTES 2 4 3, SHEEET G0.1 AND DIV15ION 500 OF THE GITY OF MERIDIAN SPEC, IFI GATI ONS. ON5TALL 48" SANITARY SEWER MANHOLE PER $ DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. CONNECT TO EXISTING SANITARY SEWER OMANHOLE, GOORDINATE WITH THE GITY OF 4 MERIDIAN. FIELD VERIFY EXISTING INVERT ELEVATION AND LOCATION. GONTAGT BREGKON LAND DESIGN IMMEDIATELY IF ANY D15GREPANGIE5. OINSTALL 8" SEWER MAIN. SEWER PIPE SHALL BE rJ BELL AND SPIGOT, PVG, 5DR35 MEETING A5TM 3034 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. N 0 5+00 1+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+25 0 N O 0 A T E. JARVIS ST. _ m o N 40 0 40 b0 120 5 0 5 10 15 aI 5GALE: I"= 40'-0" VERTIGAL SCALE: I"= 5'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Lim , �; VOIA PRELIMINARY NOT FOR CONSTRUCTION �F OF �v` CRY B. wP� E O N d� _ mmto �m r E a N 3 L o. 0cio ��m c�a �m0 E 0 U w m_ O N Z = a 3Nc H. ��wc�� 3xo mE Copyright QC 2021 Nlrighfs reservetl. Repmtlucfion or use in arty form or by any means without wnnen permission of Rrec L d Design inc. is unlawful antl aoblecf fo criminal prosecution. Z CIS �O V / Z \ / C) LuLu ` M W Lu / Ir 0_Cr) Uoo =/ W fr Lu Q Q ~ 0 Lu cr cf) W LU LU 2 crM li LU ~ U) f2 V d Q�CW rn oO�f Ow yyW Wa02F N G .0 �\\ iwrcLLZrcf �� i 11�Qu� a� -2 n S2da: m>> 0 ZEx0 Dw O. � REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C4.04 No Text APPROVED _._ ONOW2 r•>;a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re L 11 J a G�a W12 R —IR 1 j IV L (� N 4L 0 @J @1 > v QA �? SSMH#12 \ p�M2 Va~iNw �1Z / iS60, 0"�c \ s a O 1 H# NL �2T� SQL ()v o 3 *42 Pik& N ° Z / �•- s � Ftia o �,Q \6+o0 g.,SS yF��OT — — — — +p0 17 `\ \ RppFOR 2 a ss 1 \ s \ 5+00 14s• +DD 0 5 \ // SSMH #11 - / n N \R / by 0 MATCHLINE -SEE SHEET C4.0705 14/i00000000 00 00 �a IR W W � rn eo W Z O n LL N LL r r N O N N ~ O O` m LL m N O N N 00 m m >W V N O O orm?�O O N7 '�v'N N V r00 a t Z �_ ODT ZZ_ Z M N U U U mO- O M O (O Z Z rN 0 N C- 7 V p f= Lq O o LL N N N 0 N N C- = V ON% 0 < a W rn f/JH�aa d rn rn�mm S NN% % yyFEa m # MmZ Z GNU U �^ZZ O mmZ? z n rn. u) FINISHED GROUND 2 u)rn u) m = 2OQ2a n NnUU U ai ai aiKm m gmaNaa u) a u) _ EXISTING GROUND fnfnrn�mm _ m 200.42 LF OF 8" PVC @ I.,,% 139.88LFOF8"PVC @0.40% 158.64 LF OF 8" PVC @ 0.40% 127.56 LF OF 8•, PVC EXISTING GROUND CENTERLINE FINISH GROUND CENTERLINE m v m m m m m Qly m m fV (rV fVry Nry v° C4 Nry m N Nry N(rV fVry <'7N m ry m N Nry 6+10 6+00 5+00 4+00 3+00 2+00 1 +00 2160 2-755 2-750 2-745 2140 2155 2150 2125 2120 2-715 0+00 -0+50 SEWER LEGEND EXISTING PROPERTY LINE — — PROPOSED LOT LINE — — — — PROPOSED RIGHT OF WAY S S EXISTING 5EAER LINE 8"SS FROF05ED 8" SEWER MAIN QS SANITARY 5EAER MANHOLE PROPOSED SEWER SERVICE W W EXISTING WATER LINE w8" PROF05ED 8" WATER MAIN FIRE HYDRANT l-1 WATER METER 4 SERVICE SD SD PROPOSED STORM DRAIN IR PROPOSED PRESSURE IRR16ATI ON EP EP EXISTING EDGE OF PAVEMENT SEWER CALLOUT INSTALL 4" SANITARY SEWER 5ERVIGE ® 2.011, OMN. SLOPE PER STANDARD DETAIL SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFICATION5. OPROVIDE REQUIRED SEPARATION, SEE GITY OF 2 MERIDIAN SEWER NOTES 2 4 3, SHEEET G0.1 AND DIV15ION 500 OF THE CITY OF MERIDIAN SPEC, IFI GATI ONS. ON5TALL 48" SANITARY SEWER MANHOLE PER $ DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. GONNEGT TO EXISTING SANITARY 5EWER OMANHOLE. COORDINATE WITH THE GITY OF 4 MERIDIAN. FIELD VERIFY EXISTING INVERT ELEVATION AND LOCATION. GONTAGT BREGKON LAND DESIGN IMMEDIATELY IF ANY D15GREPANCIE5. OINSTALL 11" SEWER MAIN, SEWER PIPE SHALL BE rJ BELL AND SPIGOT, PVG, 5DR35 MEETING A5TM 3034 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. T E. HELIOTROPE DR. & S. KEYPORT WAY N 40 0 40 50 120 5 0 5 10 15 ■ 5GALE: I"= 40'-0" VERTIGAL 5GALE: I"= 5'-0" 1 2 1 3 1 4 1 5 1 6 7 8 9 10 11 12 13 1 14 1 15 1 16 Lim , �; VOIA PRELIMINARY NOT FOR CONSTRUCTION �F OF �v` CRY B. wP� E N m� _ mmto �m 1E E a N 3 L o. 0cio -m c�a .m0 vv U - mo N z a 3 u c r:�wc�� 3xo mE Copyright QC 2021 Al rights rese . Repmtl"cfion or use m arty form or ny any means without nen permission of Rreckan Land Design, Inc. is a u .ban.I and subject fo criminalos precution. >- Z 0 cf)Q W w0 m ��� � VJ cy) LU � c U Q c 5 n w 6 W Q w QLu cr Lu W �O LL ZIi W U Lu oO'sf Ow ui z f Hoo. WYOo ��\ Qt70f �� yea± Owztw7. ca Uww E z Ngo4z QQX �W Qz�W � REVISIONS PROJECT NO 20021 DRAWN BY: cs CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C4.06 APPROVED _._ ONOW2 r•>;a•nn�m a•»�•n■���r_�.rm ����m a•��11�[•i•+��r_��MI�[e L 12 J I G�a ry z Q ry UJ iE J: IR IR IR 3 6+q?\� w8,. i� �— 6+pp g„SS — — 3 _ \ 5+pp IR �— \ \\ 5 SSMH #11 MATCHLINE S \ \ \ \ \ by 0 w� v U N N �T 0 W 0 cn CO tV m 4 > 4 m 4 Z E. SHAFER VIEW DR. SSM I I 2 +00 � — CNN MEET C4.0 w 14//// / \ \ ` IR \ \ / ✓ / / d� / — EPEP EP EP EP EP EP EP w w v N _w N O M o m O N O cli O m� Z O b o a r N r L: v N 0 o m N Z O r O N O �m m rnmNO zO > > O Z7 O O Mr ad ,>jZ n N aZ Z O O m m> > N Z Z m N LL r O m U Q N> = N H 2 a d S V N;; n = U (n m rn NNNd'OD U) N NNN0�m N m UUF�d Q IL NNN�OD m = NNU U NN r �- fn Q >> U)C-�d d LL n N O NN m m m a m m 7 mm�� O M M Z Z Z y N 0 0 0 EXISTING GROUND w O � > > > IL IL a � 188.70 LF OF 8" PVC @ 2.40 FINISHED GROUND rn � —_ % 62.18 LF OF 8"PVC @0.60% 175.48 LF OF 8"PVC @0.40% EXISTING GROUND CENTERLINE 245.78 LF OF 8" PVC @ 1.88% FINISH GROUND CENTERLINE W. ul — r — `r ry — Y° Q ? r N C4 ((N tV ry (N lV ry N ry N f(V Ci ry 7+50 7+00 '+UU 4+UU +UU 2-T 70 2165 2160 2155 2150 2145 2140 2-135 2730 2-125 2-120 0+00 -0+50 SEWER LEGEND EXISTING PROPERTY LINE — — PROPOSED LOT LINE — — — — PROPOSED RIGHT OF WAY S S EXISTING 5EAER LINE 8"SS FROF05ED 8" SEWER MAIN QS SANITARY 5EAER MANHOLE PROPOSED SEWER SERVICE W W EXISTING WATER LINE w8" PROF05ED 8" WATER MAIN FIRE HYDRANT l_1 WATER METER 4 SERVICE SD SD PROPOSED STORM DRAIN IR PROPOSED PRESSURE IRR16ATI ON EP EP EXISTING EDGE OF PAVEMENT SEWER CALLOUT INSTALL 4" SANITARY SEWER 5ERVIGE ® 2.011, OMN. SLOPE PER STANDARD DETAIL SW3 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. OPROVIDE REQUIRED SEPARATION, SEE CITY OF 2 MERIDIAN SEWER NOTES 2 4 3, SHEEET G0.1 AND DIV151ON 500 OF THE GITY OF MERIDIAN SPEGIFIGATIONS. ON5TALL 48" SANITARY SEWER MANHOLE PER $ DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. GONNEGT TO EXISTING SANITARY SEWER OMANHOLE. GOORDINATE WITH THE GITY OF 4 MERIDIAN. FIELD VERIFY EXISTING INVERT ELEVATION AND LOCATION. GONTAGT BREGKON LAND DESIGN IMMEDIATELY IF ANY D15GREPANGIE5. OINSTALL 8" SEWER MAIN, SEWER PIPE SHALL BE 5 BELL AND SPIGOT, PVG, 5DR35 MEETING A5TM 3034 AND DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. T E. SHAFER VIEW DR. N 40 0 40 50 120 5 0 5 10 15 ■ 5GALE: I"= 40'-0" VERTIGAL 5GALE: I"= 5-0" 1 2 1 3 4 1 5 6 7 8 9 10 11 12 13 14 15 16 L/TZ- , "; W, PRELIMINARY NOT FOR CONSTRUCTION yF OF �Ur qRY E3 wP� E P ma v U u _ 10 a ti N m n o m r E E 1. a N m L a N Ema mmPl n ,b cis E ErOm c7a a c c o c 0 75 c `oN zd 3iia m[� Copyright QC 2021 Al rights rese . Repmtl"ction or use in arty form or by any means without mM, permission of Rrec L d Design lnc. is unlawl"I and subject to criminal prosecution. Z 0 CIS V ) Z > W C) ` W � > Cn (c) 0 0 w oo cr LU 0_ U Q C w_ > L w LU Q W Q W �C-0 ww > fr Lu W ~ ) f2 V d Q�Cw rn yWoO�f Ow li zr Oo°O�J wm QLLt7�f �O yea± = cwi E m 00//� 'n2 fYyy �QU' QIYww m>�>QOm QQX �W Qz�w REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C4.07 Jj ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 _..vna,arou,�, oo�d - `— —j IR IF IR IR IR IR IR — IR IR I IR IR I N 6 186 LF 12" 8" 183 LF K 0 0 0 ® 0 © 0 I I cn a 6 43 LF 8" I 6 8" 363 LFCn I I I 8" 270 LF 6 I I CD 5 1 8 LF 5 1 8LF "W1 8" W8" WW8"77 7 7 7 7 7 s % —a — — — — — — 8"ss 8"SS 8"S — — — — 8"SS — — 8"ss — — — z I 3 I I j 28LF I 3 1 28LF I I 3- 28 LF 1 I I 6 167 LF 12" Of I 14 12"x12" 11 WATER LEGEND — — EXI5TING PROPERTY LINE PROPOSED LOT LINE PROPOSED RIGHT OF WAY H20 H2O EXI5TING WATER LINE W8" 8" WATER MAIN W12" 12" WATER MAIN ► WATER BLOWOFF WATER TEE j WATER VALVE w FIRE HYDRANT 51NGLE WATER METER B \ - StKYIGt 8 DOUBLE WATER METER 6 SERVIGE ip 5EWER MAIN L R \ \ STORM LINE 7 \ PRESSURE IRRIGATION LINE WATER CALLOUT / INSTALL I" POLYETHYLENE DOMESTIC, WATER / \ O SERVIGE LINE PER STANDARD DETAIL WI. LENGTH OA5 I ND I GATED. 2 INSTALL J" SINGLE WATER METER $ SETTER PER 0 ` STANDARD DETAIL 5W3, W2 AND W6. \ INSTALL J" DOUBLE WATER METER 4 SETTER PER 3 STANDARD DETAIL 5W0, W2 AND W6. RETAIN AND PROTEGT 3 / EXISTING W8" � WATER MAIN. 1 11 LF / INSTALL FIRE HYDRANT ASSEMBLY PER STANDARD / \ \ O DETAIL W8 AND W9. 7 \ 7 ® \ \ (1) 8"X8"X6" TEE (MJxFLGxMJ) / R (I) 6 GATE VALVE (FL6xMJ) / \ O INSTALL GGOO PVG WATER MAIN. 6 51ZE AND LENGTH AS INDIGATED. / \ PROVIDE REQUIRED SEPARATION, SEE GITY OF P \ O MERIDIAN WATER NOTES 2 AND 3 ON SHEET GI.I. \ END AND GAP WATER MAIN FOR FUTURE / 0 8 GONNEGTION AND EXTENSION. INSTALL 11.25' BEND (MJxMJ) AND THRUST BLOCK. 1 12 LF \ 9 SIZE AS INDICATION. INSTALL 22.5° BEND (MJxMJ) AND THRUST BLOGK. / 10 SIZE AS INDIGATION. / 8" 188 LF 6 4 16 15 / x 7 11 INSTALL TEE. SIZE AS INDICATED. 8„ 10 \ GONNEGT TO EXISTING 12" WATER MAIN STUB AND 12 REMOVE TEMPORARY BLOWOFF. 6 209 LF 8" \ 13 INSTALL 45' BEND (MJxMJ) AND THRUST BLOGK. IR L IR SIZE AS INDICATION. °° / 14 INSTALL 12" TO 8" REDUCER. oc)I R �- a 7 \ 15 INSTALL 8" TO b" REDUCER. 7 10 3 0 WATER NOTES 1 15 LF � • f�• � � � / \ � I. ALL WATER MAIN AND SERVIGE CONSTRUCTION � a / ` / 7 SHALL BE PER THE GITY OF MERIDIAN STANDARD o \ NOTES AND PER DIVISION 400 OF THE GURRENT 7 — — EDITION OF THE GITY OFM ERIDIAN SUPPLEMENTAL loop ` I — — SPEGIFIGATIONS. i ~ 8" 10 1 29 LF 2. SEE SHEET G4.1 TO G4.6 FOR SANITARY 5EWER R ^_ PLANS AND PROFILES. co 16 E 5 E l / Q 0 q i q a i q 1 — — — NIR co rn I 4' 41 o o0 0°O 0000°4°0000040000000000000000p( 0 0000OOOO°OO°Qo°°00�gipOp 00°Opw.-0-0°0Oo®Op°Op 00 O pOO aa, I — — u ° \ x N m \\ U V / 3 a N c� 0 0 N T 0 WATER PLAN A N fl f 50 0 50 100 150 U N 5GALE: I"= 50'-0" 8"SS m / 8" 63 LF � 13 12 8 9 17 O \ ' PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� Copyright c12021 All rqht, --d. R p d t se ia,yf— by y ans th 1 tt npermsson of Br k L d Deag I I wlul entl sublect to cnm Ip eculion. r Z O r V\! C) V ) mN LLJ CY) L Z LU U� >< Q00 LL Z 0— LLJ LU Q Q Fr Lu LuW L Q Ir LU LL Q 2 N dl Q�a'w y b gWO.ii! / 4[F ao�<asm � a'D x uzyW f REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C5.01 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 L 11 J I G'Q R � 14 \ o T WATER PLAN N 50 O 50 100 150 5GALE: I"= 50'-0" WATER LEGEND — — EXI5TING PROPERTY LINE PROPOSED LOT LINE PROPOSED RIGHT OF WAY H20 H2O EXI5TING WATER LINE W8" 8" WATER MAIN W12" 12" WATER MAIN ► WATER BLOWOFF HATER TEE j WATER VALVE w FIRE HYDRANT © 51NGLE WATER METER B 5ERVIGE -�� DOUBLE HATER METER 6 5ERVIGE 5EHER MAIN STORM LINE PRE55URE IRRIGATION LINE WATER CALLOUT OINSTALL I" POLYETHYLENE DOME5TIG WATER 5ERVIGE LINE PER STANDARD DETAIL HI. LENGTH A5 I ND I GATED. OINSTALL J" SINGLE WATER METER $ SETTER PER STANDARD DETAIL 5N3, N2 AND N6. OINSTALL J" DOUBLE WATER METER 4 SETTER PER STANDARD DETAIL 5N3, H2 AND N6. ORETAIN AND PROTECT EXI5TIN6 HATER MAIN. OINSTALL FIRE HYDRANT ASSEMBLY PER STANDARD DETAIL W8 AND H9. (1) 8"X8"X6" TEE (MJxFLGxMJ) (I) 6" GATE VALVE (FL6xM4 ©INSTALL GGOO PVG HATER MAIN. 51ZE AND LENGTH AS INDIGATED. OPROVIDE REQUIRED SEPARATION, SEE GITY OF MERIDIAN HATER NOTES 2 AND 3 ON SHEET GI.I. OEND AND GAP HATER MAIN FOR FUTURE GONNEGTION AND EXTENSION. OINSTALL 11.25' BEND (MJxMJ) AND THRUST BLOCK. SIZE AS INDICATION. OINSTALL 22.5° BEND (MJxMJ) AND THRUST BLOGK. 10 51ZE AS INDICATION. 11 INSTALL TEE. SIZE AS INDICATED. 12 GONNEGT TO EXISTING 12" HATER MAIN STUB AND REMOVE TEMPORARY BLOHOFF. 13 INSTALL 45' BEND (MJxMJ) AND THRUST BLOCK. 51ZE AS INDICATION. 14 INSTALL 12" TO 8" REDUGER. 15 INSTALL 8" TO 6" REDUCER. WATER NOTES I. ALL HATER MAIN AND 5ERVIGE GON5TRUGTION SHALL BE PER THE GITY OF MERIDIAN STANDARD NOTES AND PER DIVISION 400 OF THE GURRENT EDITION OF THE GITY OFM ERIDIAN SUPPLEMENTAL 5PEGIFIGATION5. 2. SEE SHEET G4.1 TO G4.6 FOR SANITARY 5EHER PLANS AND PROFILES. ' PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� Copyright iy any means withCt t2t021 Allrghtsrvd orborm permission of Breckon Land Deaign, Ina is unlawful entl sublect to anm�nal gresemwian. Z O r V C) Cl) mN v) Lu M� t'J L Z LU U� >< Q00 Cc L 0— LLJ Q `LU 1 Q W Lu Lu L LU LL Q N dl Q�a'w y rC gWO��O?J RPM 2W.'WZC� 1-96'6' ao�<asm J QD �V�W 4 .w f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C5.02 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 APPROVED 0102,22 PRESSURIZED IRRIGATION NOTES IRRIGATION CONSTRUCTION NOTES ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING IRRIGATION LEGEND L I I I E E C B I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INGHE5 WIDE, METALLIC, IN GOLOR, WITH THE WORD5 DANGER -UNSAFE WATER OR NON -POTABLE WATER GLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN 51X (6) INGHE5 BELOW THE 5URFAGE AND EIGHTEEN (18) INGHE5 ABOVE THE TOP OF THE PIPE. 2. LABEL ALL IRRIGATION RISERS AND FAUGET5 WITH DURABLE TA65 GARRYING THE WARNING DANGER -UNSAFE WATER(OR EQUIVALENT). 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER, AND LOCATE THEM A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC, RIGHT-OF-WAY. 4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAIN5 SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT 15 NEGE55ARY FOR SEWER (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) AND WATER LINES TO GRO55 EAGH OTHER, AND THE SEWER LINE 15 LESS THAN EIGHTEEN (15) INGHE5 BELOW OR ABOVE WATER MAIN, THE SEWER LINE SHALL BE GLASS 200 A5TM D-2241 PVC, PIPE WITH WATER -TIGHT JOINTS, OR EQUAL GON5TRUGTION, FOR A 015TANGE OF TEN (10) FEET ON BOTH 511DE5 OF WATER LINE IN AGGORDANGE WITH 5EGTION 550.06 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08). ONE FULL LENGTH OF BOTH WATER AND SEWER LINES SHALL BE GENTERED AT THE GROSSING POINT 50 THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS POSSIBLE. IN LIEU OF GON5TRUGTING OR REGON5TRUGTIN6 THE 5EWER TO CONFORM TO WATER MAIN STANDARDS, THE WATER LINE MAY BE SLEEVED IN GLA55 200 PVC, FOR A P15TANGE OF TEN (10) FEET ON BOTH SIDES OF THE GROSSING. 5. INSTALL A REDUGED PRESSURE BAGKFLOW PREVENTER IN ANY GONNEGTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO VERIFY THAT THE DEVIGE 15 APPROVED FOR USE IN THE GITY) 6. INSTALL ALL GRO551N65 OF THE RIGHTS -OF -WAY WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA G-q00 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC, WORKS DEPARTMENT SHALL IN5PEGT GRO551N65 PRIOR TO BAGKFILLING. i. PRESSURE IRRIGATION MAIN5 MUST BE ALONG REAR LOT LINES. WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO GROSS A STREET, THE DOMESTIC, WATER SERVIGE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED -FIFTY (150) POUNDS PER SQUARE INGH (P51). q. THE NAMPA AND MERIDIAN IRRIGATION DISTRIGT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXEGUTED AGREEMENT FOR INSPEGTION AND MAINTENANGE 15 IN EFFEGT PRIOR TO THE PREGON5TRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANGE NOTIGE 15 REQUIRED. 10. IRRIGATION PIPE SHALL BE GA5KETED PVC, A5TM-D2241 GLASS 200, SDR-21 OR BETTER. 11. ALL PRESSURE IRRIGATION PIPE SHALL BE GON5TRUGTED TO SLOPE TO DRAINS AND/OR PUMP OUT STATIONS AS SHOWN ON PLANS. 12. TRENGH BAGKFILL FOR PIPELINES WITHIN THE PUBLIC, RIGHT-OF-WAY SHALL BE GOMPAGTED TO TYPE "A" BAGKFILL REG2UIREMENT5 PER I5PWG 5EGTION 306 AND SHALL MEET ADA GOUNTY HIGHWAY DISTRIGT (AGHD) REQUIREMENTS. PIPES SHALL BE BEDDED PER I5PWG 5EGTION 305. PRESSURE IRRIGATION PLAN • I. GONTRAGTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR GON5TRUGTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE GONTRAGTOR'5 RESPONSIBILITY. 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH GIVIL, MEGHANIGAL, AND ELEGTRIGAL ENGINEERING SHEETS. 3. GONTRAGTOR SHALL GOORDINATE INSTALLATION OF IRRIGATION GONDUIT AND SLEEVES UNDER HARD 5URFAGE5 WITH RE5PEGTIVE GONTRAGTOR5. 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION GONTRAGT APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM 15 GOMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BAGK OF GURB OR EDGE OF PAVEMENT. PROVIDE GOMPAGTED BAGKFILL AS NEGE55ARY AT HARD SURFAGE LOGATION5. 5. GONTRAGTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR TH15 WORK. 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. VERIFY TYPE OF METER AND INSTALLATION REQUIREMENTS WITH MUNIGIPALITY OR WATER DISTRIGT. -7. ALL ELEGTRIGAL WORK TO MEET OR EXGEED N.E.G., STATE GODE5, LOGAL CODES, AND MANUFAGTURERS REGOMMENDATION5. 8. GONTRAGTOR SHALL REMOVE AND DISPOSE OF ALL ROGK AND DEBRIS BROUGHT TO THE SURFAGE AS A RESULT OF TRENGHING OPERATIONS. q. CONTRACTOR SHALL REFER TO 5PEGIFIGATION5 AND DETAIL DRAWIN65 FOR ADDITIONAL REQUIREMENTS. 10. INSTALLATION SHALL GOMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAW5 AND ORDINANGE5. 11. IRRIGATION GONTRAGTOR SHALL PROVIDE A COMPLETE A5-BUILT DRAWING ON MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. �O / \ 1 333 LIF \ \ fie• 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE GOMPLETE AND PERFEGT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS AGGEPTANGE; REPAIR OR REPLAGEMENT OF ANY DEFEGT5 OGGURRING WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. 13. A5 PART OF TH15 GONTRAGT, PERFORM AT NO EXTRA G05T WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAW5 OR DEFEGT5 OF THE QUALITY AND PERFORMANGE 5PEGIFIED, AND SHALL MEET THE REGUIREMENT5 OF TH15 SYSTEM. USE MATERIAL5 A5 5PEGIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 15. BASE PLAN AND LOCATION OF EXISTING EG2UIPMENT ARE SCHEMATIC, IN NATURE. FIELD VERIFY ALL BASE AND EXI5TIN6 IRRIGATION ELEMENTS AND GONDITION5 PRIOR TO GON5TRUGTION AND PROVIDE NEGE55ARY ADJUSTMENTS. 16. ALL MAIN LINE FITTINGS SHALL BE DUGTILE IRON PUSH ON TYPE MEETING NMID STANDARDS UNLESS NOTED FOR LATERAL SERVIGE. Ii. IRRIGATION GONTRAGTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING GON5TRUGTION. 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY REGTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED WITH NEW PRODUGT5 OF EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRAGTOR, AT NO EXPENSE TO THE OWNER. Iq. GONTRAGTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPAGTED BY GRADING OPERATIONS TO ENSURE HEAD TO HEAD GOVERAGE AND TO BE FLUSH WITH NEW FINISH GRADES. 20. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF THE LAND5GAPE IRRIGATION SYSTEM. 21. IN THE EVENT OF A 0I5GREPANGY, IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL. \ 1 1 \ \\ 1 116 LF I �I � li II 13 1 87 LF I IR \S '.SD\ 1 247 LFD SD If \\ \gyp r SD SD' a _I IR PRESSURE IRRIGATION _ = 8 p %[v _ = PVC, IRRIGATION SLEEVE ---------------------- EASEMENT ® GATE VALVE X SERVIGE STUB Q MANUAL DRAIN VALVE -Q. AIR RELEASE VALVE �I BAGKFLOW PREVENTOR ® GROUNDING LOCATIONS PER PLANS, SEE DETAILS -7 $ 8/Li.1. CAUTION NOTICE THE GONTRAGTOR IS 5PEGIFIGALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY GOMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXAGT OR GOMPLETE. THE GONTRAGTOR MUST GALL THE LOCAL UTILITY LOCATION GENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXAGT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH GONFLIGT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IRRIGATION CALLOUT O4" PVC, PRESSURE IRRIGATION LINE WITH GONTROL WIRE PER DETAIL 3/G6.05. LENGTH PER PLANS. INSTALL SERVIGE STUB PER DETAIL 581/G6.05. 2 51ZE AS J" UNLESS OTHERWISE NOTED. OLOGATE MANUAL DRAIN VALVE AT LOW POINT IN MAINLINE, SEE DETAIL 4/G6.05. OAIR RELEASE VALVE, SEE DETAIL 2/G6.05. O45 DEC, ELBOW WITH GONGRETE THRUST BLOCK A5 PER DETAIL 2/Gi.5. ©22.5 DEG. ELBOW WITH CONCRETE THRUST BLOGK A5 PER DETAIL 8/G6.05. OINSTALL GAP. END FOR FUTURE GONNEGTION. 8NSTALL 4"x4"x4" TEE (FL6XFL0XFL6), GATE VALVE (FLGXMJ) WHERE INDIGATED AND THRUST BLOCK. OINSTALL ISOLATION VALVE PER DETAIL I/G6.05. b" AWWA G-1100 IRRIGATION SLEEVE. PROVIDE 1O ADDITIONAL SLEEVE FOR GONTROL WIRES AS NEEDED. G11 IN5TALL PUMP STATION PER NAMPA-MERIDIAN IRRIGATION DI5TRIGT 5PEGIFIGATION5. SEE SHEET G?.05. 1Z -10 DEG. ELBOW WITH GONCRETE THRUST BLOGK AS DETAIL 8/G6.05. 13 11.25 DEG. ELBOW WITH CONCRETE THRUST BLOCK A5 DETAIL 8/06.05. INSTALL 4"X4" GROSS (FLGXFLGXFLG), GATE 14 VALVE (FLGXMJ) WHERE INDICATED AND THRUST G BLOCK. NAMPA MERIDIAN IRRIGATION DISTRICT NOTES I. THE NAMPA MERIDIAN IRRIGATION DI5TRIGT SHALL IN5PEGT ALL - PRESSURIZED IRRIGATION UNLESS A PROPERLY EXEGUTED AGREEMENT FOR INSPEGTION AND MAINTENANGE IS IN EFFEGT PRIOR TO THE PREGON5TRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANGE NOTIGE IS REQUIRED. 2. REFER TO NAMPA MERIDIAN IRRIGATION DI5TRIGT "PRESSURE URBAN IRRIGATION 5PEGIFIGATION5" FOR ADDITIONAL INFORMATION AND REQUIREMENT5. PI SYSTEM NOTES: I. PUMP STATION AND PRESSURE IRRIGATION WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS A55OGIATION. 2. GROSS GONNEGTION BAGKUP SOURGE PROVIDED FROM GITY OF MERIDIAN WATER. 3. REDUCED PRESSURE BAGK FLOW A55EMBLY MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY AND MERIDIAN WATER DEPARTMENT. 4. GOMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES SHALL BE LOOPED TO PROVIDE MULTIPLE GONNECTION5 TO THE PI DISTRIBUTION MAIN VIA PROVIDED SERVIGE TAPS PER PLANS. PRELIMINARY NOT FOR CONSTRUCTION OF - Copyright c12021 Allrightsreserved. Repr,d" , or use in any (onn or by any means ih 1 -Ifen perm ss on of 13-k- Land Deag lawful end subject to crm I p "lion. Z O r V J mN W� U) (.0 I 1 1 O W 00 / 0 Q U/ I Q w Q ~�zW O� �FF wwa� C3 C6 fr Fr w /W LL I..L • d Q=aW y rC N W _Ii RPM 2W.'LLZC� �� 1-96'6' / 4[F ao�<asm Ja�u�DW uf u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C6.01 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 L 11 J I CU B� F �T — ° 1 864 LF Q (, --- 01 — — SIG IR IR r IR IRS — IR — — — IR — — IR IR X IR IR — IR 2 OD , I SD I gSDDCn I I I I I I I I I SD II ® O © ® ® ® O O O I I I I I I I �— \I°N I I I I I c')Y, 10 --L --- --- --- ---�— — —� --- --- 9 l W8" W8" W8" SD SD SD SD SD SD 8"SS 8"SS 8"SS W8" SD SID 8"SS 8°SS W12" W12" 8"SS 8"SS 1O / i \ 18 \ 1 34 LF 1 91 LF \ 17 13 — — _ � \R 1 223 LF S �J � \ 2�� 123 LF \\ 12 — 8 R 13\ \ R n 2 \ \ 1 92 LF iR 15 1 93 LF 2 // 1 237 LF 2 T PRESSURE IRRIGATION F N 50 0 50 100 150 5GALE: I"= 50'-0" E@ ,9"- \ / / 3 59LF $ \ \ R 1 6 �/ / 14//// 14 IR 2 73LF 2 I' OR I; U) ' / F I I I I I 8„ W 8"SS I I 17 I / 8 j\ 1 65 / LF— — / ---\ 207 LF 1 � 150 LF j / j \ / IRRIGATION LEGEND IR PRESSURE IRRIGATION _ = 8 p� �� _ = PVC, IRRIGATION SLEEVE EASEMENT ® &ATE VALVE X SERVICE STUB O MANUAL DRAIN VALVE -Q. AIR RELEASE VALVE �I BAGKFLOW PREVENTOR ® &ROUNDIN& LOCATIONS PER PLANS, SEE DETAILS -7 $ 8/Li.1. CAUTION NOTICE THE GONTRAGTOR IS SPEGIFIGALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXAGT OR GOMPLETE. THE GONTRAGTOR MUST GALL THE LOCAL UTILITY LOCATION GENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXAGT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH GONFLIGT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IRRIGATION CALLOUT O4" PVC, PRESSURE IRRIGATION LINE WITH GONTROL WIRE PER DETAIL 3/G6.05. LENGTH PER PLANS. INSTALL SERVIGE STUB PER DETAIL 587/G6.05. 2 51ZE AS J" UNLE55 OTHERN15E NOTED. OLOGATE MANUAL DRAIN VALVE AT LOW POINT IN MAINLINE, SEE DETAIL 4/G6.05. OAIR RELEASE VALVE, SEE DETAIL 2/G6.05. O45 DEC, ELBOW WITH GONGRETE THRUST BLOGK A5 PER DETAIL 2/Gi.5. ©22.5 DEG. ELBOW WITH CONCRETE THRUST BLOGK A5 PER DETAIL 8/G6.05. OINSTALL GAP. END FOR FUTURE GONNEGTION. ,li8 INSTALL 4"x4"x4" TEE (FL6XFL&XFL6), GATE VALVE (FL6XMJ) INHERE INDICATED AND THRUST BLOCK. OINSTALL ISOLATION VALVE PER DETAIL /G6.05. b" ANNA G-GOO IRRIGATION SLEEVE. PROVIDE 1O ADDITIONAL SLEEVE FOR GONTROL NIRE5 AS NEEDED. G11 IN5TALL PUMP STATION PER NAMPA-MERIDIAN IRRIGATION D15TRIGT 5PEGIFIGATION5. SEE SHEET Gi.05. 12 GO DE&. ELBOW KITH GONGRETE THRUST BLOCK AS DETAIL 8/G6.05. 13 11.25 DEG. ELBOW WITH GONGRETE THRUST BLOGK AS DETAIL 8/G6.05. INSTALL 4"X4" GROSS (FL6XFL6XFL&), SATE 14 VALVE (FL&XMJ) INHERE INDICATED AND THRUST G BLOGK. NAMPA MERIDIAN IRRIGATION DISTRICT NOTES I. THE NAMPA MERIDIAN IRRIGATION DISTRIGT SHALL IN5PEGT ALL PRE55URIZED IRRI6ATION UNLE55 A PROPERLY EXEGUTED AGREEMENT FOR IN5PEGTION AND MAINTENANGE 15 IN EFFEGT PRIOR TO THE PREGON5TRUGTION MEETIN&. FORTY-EIGHT (48) HOURS ADVANGE NOTIGE IS REQUIRED. 2. REFER TO NAMPA MERIDIAN IRRI6ATION 015TRIGT "PRESSURE URBAN IRRI&ATION SPEC, IFIGATIONS" FOR ADDITIONAL INFORMATION AND REOUIREMENTS. PI SYSTEM NOTES: I. PUMP STATION AND PRESSURE IRRIGATION WILL BE OWNED AND MAINTAINED BY THE HOMEONNER5 A550GIATION. 2. GROSS GONNEGTION BAGKUP SOURCE PROVIDED FROM GITY OF MERIDIAN WATER. 3. REDUCED PRESSURE BAGK FLOW ASSEMBLY MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY AND MERIDIAN WATER DEPARTMENT. 4. COMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES \STE� PRELIMINARY NOT FOR CONSTRUCTION �i iF OF yUc �. qRY E3 wp,� o N 10 �m s E .S mV) 3 m �a`m oo m gym rya oa Cu 3 m c a m-E Copyright c12021 All right, --d. R p d t se ,a,y loan by y ... ih f It p nnsson of Br k L d 1e.g unlawful e,d s,bl- to cnm I p culion. z O r V J m N LLJ U)(.0 LLJ 1 0 O W 0� / OF U/ I g LLz LLJ Q �ozw O Fr W Lu Q ` V �^ vfr Lu LLJ �^^ LL I..L d Q�aw y b gWO��O?J �\\ 2Wi RPM� 't7w—f;J� 1-96'6' / 4[F J ao�<asm QD �u�W ox Q=YW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C6.02 f 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C$iER APPROVED J oNav22 L RADE D VALVE BOX ABRIG BARRIER PEA GRAVEL SUMP LENGTH AS REQUIRED 7 BELL x BELL E5TRAINED, RESILIENT GATE VALVE PVC, MAINLINE LJ MAIN LINE ISOLATION VALV K NOT TO 56ALE RECTANGULAR HEAVY DUTY PLA5TIG VALVE BOX WITH LOCKING LID, A5 5PEGIFIED FINISH GRADE " AIR B VACUUM VALVE Z A55EMBLY ARI D-040-G OR EQUAL. 11-III=III= NO. 5 REBAR OR I" 5GH. 40 I=III=III=III =III=III=III= STEEL PIPE, WITH (2) -III-III-III-III-I I-III=1=1=1 STAINLESS STEEL GEAR CLAMPS OR APPROVED �-ICI-ICI-ICI-ICI-II EQUAL. -III-III-III-III-I I I 11-I-I I -III -III -I -III-III-III-III-I I I " 5GH. 80 NIPPLE H 1=III=III=III=III=1 III-III-III=III=III " BALL VALVE -III-III-III=III= III III -III -I VALVE BOX EXTEN51ON A5 REQUIRED IIIIIIIIIIIIIIIIIIIIII III PAVING BRICK (I OF 4) 111111111111111=III=� ' _-- " 5GH. 80 NIPPLE _III-1T-"� II, _'�Jll Jll FILTER FABRIC BARRIER - -__- - IIHI - _- REDUGER/ ADAPTER AS III =1 1=1 1=1 1= REQUIRED b" DEEP PEA GRAVEL SUMP 10 G (III NOTE: N LEEMGO DUGTILE IR cti GA5KETED 5ERVIGE TEE, G AIR AND VACUUM RELEASE LEEMGO SADDLE TAP OR - - TO BE PLAGED ON HIGHEST o APPROVED EQUAL. SIZE =III=III -III=III- MAINLINE POINT. FIELD N �I- TO MATCH MAINLINE. -III-III- - -III=III it -III- ADJUST AS REQUIRED. N o - - AI R RELI EF VALVE F m 2 z m F- c 0 v L � O E N m E U N T 0 d N m a io � I � N D ui a C1c BV NOT TO SCALE INSTALL FIN15HED SURFACES PER PLANS. vd FIN15H GRADE LOCATOR TAPE 6 AWG SHIELDING WIRE (SOLID BARE COPPER) LATERAL LINE SAND OR ROGK FREE 501L AROUND ALL PIPE COMMON AREA MAINLINE TWO WIRE CONTROL WIRE IN I" SCHEDULE 40 CONDUIT ALONG MAIN LINE PRESSURE IRRIGATION MAINLINE NOTE: I. ROUTE CONTROL WIRE ALONG ALL PRESSURE IRRIGATION MAINS. 2. LOCATE ALL WIRE SPLIGE5 IN 8" ROUND VALVE BOX WITH BLACK COVER AND APPROXIMATELY 24" LENGTH COILED WIRE. USE 3M ULG CONNECTORS AND PREFORMED SUPER 5ERV15EAL WATERPROOF WIRE 5PLIGE KIT (SPLICE ALL WIRE PAIRS). 3. CONTROL WIRE5 TO BE GROUNDED WITHIN EVERY 1,000 FEET AND ALL END OF RUN LOCATIONS. INSTALL 'HUNTER' IGD DECODER AND EARTH GROUND WITH LESS THAN 10 OHMS RESISTANCE PER MANUFACTURES RECOMMENDATIONS. 4. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, AND MANUFAGTURER'S RECOMMENDATIONS. 5. PROVIDE AN ADDITIONAL 2" SLEEVE AT ALL PRESSURE IRRIGATION MAINLINE SLEEVE LOCATIONS FOR CONTROL WIRES. ;i TRENCH SECTION e: FIN15H ---' - 24" CONCRETE PIPE. LENGTH GRADE I=1 I A5 REQUIRED -ICI- STANDARD III NIBGO 1 1/2" BRA55 BALL MANHOLE -III- DRAIN VALVE WITH "T" FRAME AND -III-III HANDLE OR APPROVED EQUAL GOVER.-I=I -III LEEMGO DUCTILE IRON NOTE: &A5KETED SERVICE TEE OR _ APPROVED EQUAL. SIZE TO I. DRAIN LINES MAY BE MATCH MAINLINE. DIRECTED TO THE SITE DRAINAGE LOW POINT IN MAINLINE, SIZE SYSTEM WHERE PER PLANS APPLIGABLE. REFER PLANS FOR MORE REDUCER/ ADAPTER A5 REQUIRED INFORMATION. 2. N5TALL MAINLINE DRAIN5 AS REQUIRED GALVANIZED IRON NIPPLE TO PROVIDE COMPLETE DRAINAGE g GALVANIZED IRON FITTINGS OF IRRIGATION " 2" WASHED DRAIN ROCK 2 SYSTEM. , nOQ 0 �O 3. TAPE ALL G.Y. MIN. JOINTS. DIG TO FREE DRAINING 501L5 ( I I I III =III -III III-_ III=11 1 _ -_ =1 II I II I I III III -III- I I I -1_-..--.. I--. i i-i-I--iI-I-i I II -I -III -d I I PRESSURE IRRIGATION MANUAL DRAIN VALVE FINISH 6" P.V.G. RISER, A5TM 5054, WITH GRADE =III -III -III-I I 51?R 35 VALVE MARKER GAP. - 200 PSI, - - 200 FORD OR MUELLER BRASS, 200 C-q01 -III-III- =III P51 GURB STOP VALVE, FEMALE -III POLYETHYLENE -III-III IRON PIPE THREAD (FIAT) OR PIPE TO 5ERVIGE = = APPROVED EQUAL GONNEGTION - LEEMGO DUCTILE IRON GASKETED SERVICE TEE OR SADDLE. 51ZE TO MATCH SLOPE PIPE TO MAINLINE. MAINLINE REDUCER/ ADAPTER AS MIPT X INSERT REQUIRED BRASS ADAPTER WITH TWO STAINLESS 5GH. 80 NIPPLE STEEL CLAMPS SLOT SLEEVE TO FIT OVER NOTE: VALVE AND 5ERVIGE PIPE. I. REFER TO "PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT" DETAIL FOR ADDITIONAL INFORMATION. SERVICE CONNECTION CONNECTION NOT TO SCALE PE SERVICE LINE, SIZE PER PLANS 10' CURB STOP VALVE IN SLEEVE, 51ZE I I PER PLANS. f� PRESSURE IRRIGATION MAINLINE PER PLANS. I 40 D THREADED STREET ELBOW PLAN VIEW: SERVICE TEE OR SADDLE TAP W/FIPT PER PLANS. SCHEDULE 80 PVC, I 6" GAP I GROUND LEVEL EXTEND PIPE 15" ABOVE FINISH GRADE, _-- --� GAP PIPE ENSURE A WATER TIGHT SEAL. I b" X 36" VALVE a 0 z a SLEEVE GUB STOP VALVE PVC, RISER, ASTM 5054, WITH 5DR 35 w SERVICE TEE OR I- SADDLE TAP WITH z _fir- 200 PSI, AWWA G-q01 POLYETHYLENE PIPE i GAP. FIPT PER PLANS w W MIPT X INSERT BRASS, 200 P51 N BRA55 CURB STOP VALVE, ADAPTER WITH FEMALE IRON PIPE TWO STAINLESS THREAD (FIPT) STEEL CLAMPS U SLOT SLEEVE TO FIT OVER VALVE AND 5ERVIGE PIPE. SECTION VIEW: SOLVENT WELD X MIPT 5GHEDULE 80 PVG ADAPTER PRESSURE IRRIGATION SERVICE LINE DISTANCE CHARTN 12 EREE FINDER WIRE. SEE FINDER AIR ISPWG 5D-514 REFER TO THE FOLLOWING TABLE THAT LI5T5 THE LENGTH (IN FEET) FOR EACH 51ZE/TYPE FITTING WITHIN FOR SPLIGING WHIGH ALL JOINT5 JU5T BE RESTRAINED. ALL FITTINGS AND JOINT RE5TRAINT5 SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS $ SPECIFICATIONS. AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF q0°, REFER TO CHART UNDER PIPE SIZE TO 3" AND UNDER BENDS q0 YOU WILL SEE THE D15TANGE OF 11'. IF THERE 15 ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN 1P OF THE -10' MAINLINE DIRECTIONAL CHANGE. (� PIPE BENDS REDUCERS DEAD END SIZE 11° 22° 45 90 1 STEP 2 STEP 3 STEP BLIND SERV. B. 2" 1' 1' 2' b' - - - 1-11 b' 2.5" 2' 4' q' 4' - - 23' 10' 3" 2' 3' 6' 11' 8' 10, - 50, 15' 4" 2' 4' 4' 20' 14' 20' 31, 45' 25' 6" 3' 6' 15, 2q' 50, 40' 55' 63' 40' 8" 4' 8' 15 55, 35, 55' 63, 15' 10, 0" 5' q' 19' 45' 36' S6' 15' qb' q0' 12" 5' 10' 21' 53' 38' 112' I10' INSTALLATION CHART REFER TO THE FOLLOWING TABLE WHIGH LI5T5 THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE OF PIPE WHIGH 15 BEING RESTRAINED. AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A TORQUE WRENGH TO 20 FT-LBS. PIPE SIZE NO. BOLTS BOLT SIZE TORQUE FT-LBS. 2" 2 3/8" x 2.5" 20 2.5" 2 5/5" x 2.5" 20 3" 2 3/6" x 2.5" 20 4" 2 1/2" x 3" 50 6" 2 2" x 3.5" 50 8" 4 " x 4" 50 10" 4 5 8" x 5.5"1 100 4 00 CONTACT TONY GARNER ® (208) (131-1181, THE LEEMGO REPRESENTATIVE, FOR ALL QUESTIONS CONCERNING LEEMGO PRODUGT5. COORDINATE AN INSTALLATION GLINIG WITH TONY GARNER PRIOR TO INSTALLING THE MAINLINE. JOINT RESTRAINT NOTES WIRE SPLICE H GRADE /E BOX LG CONNECTORS (SPLICE ALL PAIRS) =ORMED SUPER 5ERVI5EAL =RPROOF WIRE SPLICE KIT K q SHIELDED GABLE. LEAVE 5LAGK WIRE ROLLED NEATLY ER FABRIC BARRIER =EP PEA GRAVEL SUMP REDUCER DETAIL FOR HORIZONTAL PIPE BENDS, BEARING THRUST BLOGK5 MUST PROVIDE 2500 P.5.1. GONGRETE POURED AGAINST UNDISTURBED EARTH PER TABLE I. I I 0 I MIPT X INSERT BRASS ADAPTER LAYOUT- WITH TWO STAINLESS STEEL 4 CLAMPS CIF I NNECTION AND LAYOUT =- FOR HORIZONTAL PIPE BENDS, III- BEARING THRUST BLOGK5 MUST FOR HORIZONTAL PIPE BENDS,- PROVIDE 2500 P.5.1. GONGRETE POURED AGAINST UNDISTURBED BEARING THRUST BLOGKS MUST = EARTH PER TABLE I. PROVIDE 2500 P.S.I. GONGRETE POURED AGAINST UNDISTURBED EARTH PER TABLE 1. TRENGH SIDE I II II� II PIPE NO. 12 COPPER _ FINDER WIRE. SEE =11 III 15PWC 5D-514 NO. 12 GOPPER FINDER FOR SPLIGING - - AIRE. SEE 5D-514 FOR SPLIGING ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING 10' I. EASEMENT, - EITHER SIDE OF MAINLINE. SIDE PROPERTY LINE SIDE PROPERTY LINE -� REAR PROPERTY LINE i TELEPHONE 8 GABLE TV NOTE: '0I. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.G. STANDARD 5PEGIFIGATION5 AND DETAILS. 2. FINDER WIRE AND ID TAPE REQUIRED. 3.2-b MIN. 5'-0" MAX. IN UNPAVED AREAS OR WHERE THE LINE 15 FREE DRAINING. 4. 3'-b" MIN. 5-0" MAX. IN PAVED AREAS OR WHERE THE LINE 15 NOT FREE DRAINING. TYPICAL BEND DETAIL GAST IRON VALVE BOX WITH NO. 12 GOPPER FINDER GOVER ARE. SEE I5PWG 5D-514 FOR SPLIGING GAST IRON GATE VALVE HAMMERHEAD THRUST FOR HORIZONTAL PIPE BENDS, - BLOGKING BEARING THRUST BLOGK5 MUST PROVIDE 2500 P.5.1. GONGRETE ANCHOR BARS O4" IN. DIAMETE UNI-FLANGE SERIES POURED AGAINST UNDISTURBED EARTH PER TABLE I. 1300. \\ - - - - 0 1LI-III -lll lll a = PREGAST BLOGK p 1I II T FOR GUT IN TEE I I AND VALVE OR _ 111 _ _ _ _�_�_�_�= GAST IN PLAGE WITH 2 )V 1'-6 DIAMETER MIN. MIN. REBAR VALVE ANCHOR DETAIL TABLE 1: THRUST AREA FOR HORIZONTAL BENDS... PIPE lllllll�llll=111�^ -III 11�= II FOR VERTIGAL PIPE BENDS, GRAVITY h E=E= THRUST BLOGKS MUST PROVIDE A = III=III VOLUME OF GONGRETE POURED AGAINST UNDISTURBED EARTH WHIGH IS I11== E= E= III -I SIZED FOR EXPEGTED FORGES WITH A MINIMUM 1.5 FAGTOR FOR SAFETY. -I11=111 VERTICAL BEND DETAIL = _ SOLEEARW,f =_-=PSF VCWW, TES RAMW, = 150 P.3 SAFETY FACTOR = 1.5 MMNK FFE�Er CIF TFFWT AFEA ���A�SCLAF-yE CM LPDI5TLFUD EARR+ SIZE CR VALVE 830- Bev O. 0.6 O. 4 1.4 2.0 1.1 0.6 6 3.2 4.5 2.4 1.2 8 5.1 8.0 4.3 2.2 10 8.8 12.5 (9.8 5.4 12 12.1 18.0 q.-I 5.0 14 17.3 24.5 15.5 6.8 16 22.6 32 1-1.5 &.5 18 28.6 40.5 21A 11.2 • MUST BE INGREA5ED BASED ON DIFFERENT GONDITION5 (HIGHER WORKING PRESSURE OR LOWER 501L BEARING STRENGTH). •• OR TEE AGTING A5 A q0" BEND. *•• THRUST BLOGK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" AND 18" FOR PIPE SIZES 10"-18" OR THE SQUARE ROOT OF THE REQUIRED BEARING AREA, WHIGHEVER 15 GREATER. 1 THRUST BLOCK AND ANCHOR DETAILS MASTER VALVE GRADE LEVEL NOTES: I. ANCHOR ALL VALVES GONNEGTED TO P.V.G. PIPE A5 SHOWN. 2. COVER BOLTS AND FLANGE5 WITH PLASTIC, TO PROTECT FROM CONCRETE ADHERENCE DURING CONSTRUCTION OF THRUST BLOGK5. 3. SEE CHART FOR MIN. THRUST BLOCKS BEARING AREAS. 4. ALL CONCRETE TO BE 2500 P.5.1. STRENGTH POURED AGAINST UNDISTURBED EARTH. 5. PROVIDE 6 MIL. POPYPROPYLENE BETWEEN FITTIN55 AND GONGRETE. 6. NOTIFY ENGINEER FOR ANY GONDITION OR PIPE SIZE NOT INDICATED. ALL BLOGKS TO BE CENTERED AROUND PIPE SPRING LINE. 1. SEE 15PWG STANDARD DRAWING NO. 50-403 FOR MORE INFORMATION. RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX WITH LOGKING LID, AS SPECIFIED HYDROMETER AS SPECIFIED PVC, FLANGE MAINLINE. SIZE PER PLANS PAVING BRICK (I OF 4) 1/2" CRUSHED GRAVEL CONCRETE PAVER Scale: NT5 TRENGH 51DE PIPE NO. 12 GOPPER FINDER ARE. SEE SD-514 FOR SPLIGING PLUG PLUG DETAIL PRELIMINARY NOT FOR CONSTRUCTION yF OF IUr qRY E3 wP1 E U) `v 0, _ 10 m^ dmn 00m r E a L a a N n[11UU C cmm L >• o 0,0 Lc wmoaua 0N Z�, a m a o�IijI In Copyright © 2021 Al rights rese . Repmtlucfion or use in arty form or by any means wimouf wnnen permission of R-1- I-tl Design, Inc. is "nlawl"I antl subject fo criminal prosecution. Z �O V 1 mN Ww Cn LLJ z w ap O O z/ G_ W Q Z O ui W LIJ Q� I U) LLL I..L .41 d <MOM y a Ow y W u a O 2 E N G 7j �\\ iaw,,00f mQ 4ww m> 5>QOm () Dw 2 Qox 2 Q�W REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C6.05 TO 1 2 I 3 I 4 5 6 I 7 I 8 1 9 1 10 1 11 I 12 I 13 I 14 15 16 �ERIDIAN;•- APPROVED _ ONOW2 r•>;a•nn�m a•»�•n■���r_�.rm ����m a•��nR•�•�a�r_���Re L J Gla 2160 2155 2150 2145 2140 213' 2130 212E 2 720 2l15 - J \0 L E C / / / O Z K >o m Oo Or 7t OHO OFLL n N Z 7 > OaINzO N 0 z (qwo"fa> >o om Oo c6 N BOLL N F > �70 z 3 0 z 3 3 O w p O Q�c7Q+n� I NwzaOr�» z z §O��zz Oo (UU o K �aa (10 00 O ZO'm FIL N # XO 4K >Oo o�f o 00 0, O O V r r 7 �p0LL "' 0LL O it H IL O IL N F~ N F D moo Z 26 _ 82 OO�m>_ P: ¢ ZooN�> o Z0��> o LFOF12 "�z 1oo�- IRRIGATION POND Ow+raa vN>> Oaa z z Oam z z �0m �OMM 3 ADS@5.pq% FLu N> MAX. WATER ELEV. - 2734.10� �ca7��� ca7w�`N->> c(91-.N>> 3 7QHPie ,N Od(n it d'QF�_ �OUit 2�0(0 ce m =>o 0 6 118.50 LF OF 12" DS A @ 1.88% ni 0 DOLL N N Oz0 Z �ag> 0 ryTZ� O m V Z 00 — + LL mow.. N > Lu 00, f V (7 rn� 52.37 LF OF 12" ADS @ 0.50 160.39 LF OF 12" ADS @ 0,50 =�..l0 23.23 LF OF 12" ADS @ 0.50°k LF OF 12" ADS @ 0.50 Qr gr6 ry�m � m �N �n� iRm ly dip ry ry ry Nry NT- (VN lVt- Nr- Nr- ry ryN 0+25 1+00 2+00 GRAVITY IRRIGATION PLAN 3+00 4+00 5+00 6+00 1+00 1+20 NAMPA & MERIDIAN IRRIGATION DISTRICT NOTES I. THE NAMPA $ MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL GRAVITY IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE 15 IN EFFECT PRIOR TO THE PRE-GON5TRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE 15 REQUIRED. 2. REFER TO NAMPA $ MERIDIAN IRRIGATION DISTRICT "PRESSURE URBAN IRRIGATION SPECIFICATIONS" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. GRAVITY IRRIGATION IR C PROPERTY LINE GRAVITY IRRIGATION PIPE, 51ZE AND LENGTH PER PLANS PVC PRESSURE IRRIGATION PIPE PRECAST CONCRETE GRAVITY IRRIGATION MANHOLE CAST IN PLACE CONCRETE GRAVITY IRRIGATION BOX CAUTION NOTICE THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXI5TIN6 UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEA5UREMENT5 TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GRAVITY IRRIGATION CALLOUT OCONSTRUCT PRECAST 48" CONCRETE IRRIGATION MANHOLE WITH LID PER I5PC SD-bll OR W APPROVED EQUAL. OREUSE EXISTING IRRIGATION MANHOLE FOR IRRIGATION MH #6 OINSTALL 12" ADS GRAVITY IRRIGATION PIPE. MINIMUM 2' OF COVER. LENGTH AND SLOPE PER PLANS. O4" FRE55URE IRRIGATION MAIN PER SHEET C6.01 AND G6.02 INSTALL PUMP STATION AND NET WELL FOR PROPOSED PRESSURE IRRIGATION SYSTEM PER 5 NAMPA KUNA IRRIGATION DISTRICT SPECIFICATIONS AND DETAILS 162/61.06 CONNECT TO EXISTING BGRAVITY IRRIGATION LINE 7 INSTALL IRRIGATION OX PER DETAIL 3/G1.05 6 5 OCONSTRUCTION IRRIGATION POND PER DETAIL I, 244 ON SHEET C1.05. O31 LF OF 12" ADS DRAIN PIPE WITH GATE VALVE TO REMAIN CLOSED EXCEPT TO DRAIN THE POND. 10 POND OVERFLOW PER DETAIL 8/C1.05 11 POND INTAKE PIPE PER DETAIL 6B1/C1.05 @SEE DETAIL 2/C1.05 FOR POND LINER PENETRATION (-/4� ' UAL PRELIMINARY NOT FOR CONSTRUCTION �F OF �v` qRY E3 wP� "� at9imn �m r E c a N 3 L aw8o �m : �m0 vv a `oN zd 3Nc _ r:w`3 33xo mE i a m Copyright © 2021 Al rights rese . Repmtl"cti.. or use in arty form or by any means without m— permission of Brec L d Design, Inc. is unlawl"I antl subject to criminal prosecution. Z �O V / z zQ m w cf) LLJ w co UcoO� rr WQ_ I— Q Z� uiui cr w (� u- 2 CW n bd 4". GOF �W yOw WaO-F a N G 7j iwrcLLZrcf �� y±7ri Ut7W—(7� ` �Qc7Q¢ww m>p>QOm QQX �W REVISIONS PROJECT NO.: 20021 DRAWN BY: C$ CHECKED BY: DATE: 09/14/2021 SHEET NUMBER C7.01 f 2 3 4 5 6 7 8 9 10 12 13 14 15 16 APPROVED _._ ONOW2 r•>;a•nn�m a•»�•n■���r_�.rm:L•\1��•I i•��nR•>E•��r_���Re L 11 J a \\ \ \ \ J IRRIGATION M I' I 2160 2155 2150 2145 2140 2155 2150 2125 2120 II �I 1 � GRAVITY IRRIGATION ,AN 1:1p-p� w z z O C7 z W z U b y z Z O M N p m O o ? J z N LL coon N 0 D OpO U= LL F Z n xO.O N O p Z 0 a Z ~ 6Z M LLN1 F F O r W O V7 zof > a�ON> > O = IL r N LL N F O Z O p (v7 m ONF�_ OWQ as zxya>> cm): N OD Z Z �7(n x 2xm�Z LL NF O 7c,i x O D —0 m O cl o n H o LL r N N LL r LL'� ~��nU U U' w- N d d o zU O V �> > H M Z Z O m N x IL N F W IL N - O Z O H t O Z Z c) mNd LL N F _ fs = f O �u)C< - > (n H tV IV co U' W d 7 fn LL' O F!=, pNZ F Oi Z Z �FNNZ Z U H�NZ Lu N N>> z u) N> as a - Q�VN» O W > > W zW �NH�i�� Oa1H�i� �7fq it U 7f4 LL'� �wF2 _ 6 11.26 LF OF 12" ADS @ 1.30% 10.'I I LF OF 12" AD135.04 LF OF 12"ADS S @ 0.25 % - @ 2.38% _ 142.39 LF OF 12" ADS @ 0.25% 38.00 LF OF 12" ADS @ 1.00 @ 0.25% 88.56 LF OF 12" ADS @ 0.25% 9.20 LF OF 12" ADS r m QN ' `ry n1 Qma 11y Ira/ r hN ry m m m 1�`1 N ry ry ry ry N N ry ry ry -0,50 0+00 ICI l J GRAVITY IRRIGATION PLAN 30 0 30 60 90 SCALE: I "= 50'-0" 2 13 4 5 ►5I 1 J 6 FSI 1 J 7 8 9 10 3IlJ 6+00 6+50 12 13 LEGEND IR m x PROPERTY LINE GRAVITY IRRIGATION PIPE, SIZE AND LENGTH PER PLANS PVG PRESSURE IRRIGATION PIPE PRECAST CONCRETE GRAVITY IRRIGATION MANHOLE CAST IN PLACE CONCRETE GRAVITY IRRIGATION BOX PRELIMINARY NOT FOR � CONSTRUCTION 2igRYOF B WP�� _ E v U u mao n u ISto r E _ O N L d 000 R z10 to w �ra cicc �m `oN U wm_-tea = a 3Nc z� mEo H 3xo uBisappus, INM... Z CAUTION NOTICECopyright THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS 5HOAN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, AlPll rig his reservetl. Repmtlucm....... in any form or by any means wii— wnflen permission of Breckan Ldntl Design, Inc. is unlawful and subject fo criminal prnaecuGnn. - MEA5UREMENT5 TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. - THE CONTRACTOR MUST GALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE 0 = CONTRACTOR TO RELOCATE ALL EXI5TIN6 UTILITIES AHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GRAVITY IRRIGATION Q z CALLOUT m w J N (D CONSTRUCT PRECAST 48" CONCRETE IRRIGATION MANHOLE WITH LID PER I5PAG 5D-611 OR APPROVED EQUAL. U) vv �� /P1 � 7 L O REUSEEXOINT11N6#IRRIGATION MANHOLE FOR CO` ' >IRR O ui co 0 OINSTALL 12" ADS GRAVITY IRRIGATION PIPE. MINIMUM 2' OF COVER. LENGTH AND SLOPE PER PLANS. U Q O 4" PRESSURE IRRIGATION MAIN PER SHEET G6.01 cr 7 5 INSTALL PUMP STATION AND WET WELL FOR I..L Z L PROPOSED PRE55URE IRRIGATION SYSTEM PER NAMPA KUNA IRRIGATION DISTRICT 5 SPECIFICATIONS AND DETAILS 142/C1.06 Q - 6 CONNECT TO EXISTING GRAVITY IRRIGATION LINE (�� 0 ` r 7 INSTALL IRRIGATION BOX PER DETAIL 3/G7.05 L.L CONSTRUCTION IRR16ATION POND PER DETAIL I, O 244 ON SHEET G1.05. ui W > O31 LF OF 12" ADS DRAIN PIPE WITH GATE VALVE TO REMAIN GL05ED EXCEPT TO DRAIN THE POND. POND OVERFLOW PER DETAIL 8/G1.05 110 W 11 POND INTAKE PIPE PER DETAIL 641/G1.05 u SEE 1Z PENETETAIL RATION/C1.05 FOR POND LINER 14 15 16 d Q�Ixw m yw WmO2F �� �Hm 7j ci tm7w�cm7� >5 >40 ` M�amamww m aQX �w a2�W S rJ REVISIONS PROJECT NO 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C7.02 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 L LL J I c1i B1: FINISH ELEVATION \ 18" 24" \ \ PUMP HOUSE AccE s � V WELD LINER SEAMS INTO ANGHOR \ \ \ TRENGH AT A MIN. OF 12" xxxx xxxx\ \ \\ \\ \\ \ \ \ \ POND LINER- SEE 5PEGIFIGATION5� i\�%\�%\�%\�%\�\�% BAGKFI LL (LOADER WHEEL NOTE: GOMPAGTED) SEE DETAILS, THI5 SHEET FOR ADDITIONAL INFORMATION REGARDING POND 51DE SLOPES, LINER WELD, LINER PROFILES AND PIPE PENETRATION. 1 POND LINER NOTE: HOLE FOR PENETRATION OF MEMBRANE SHALL BE GUT UNDERSIZED 50 THAT 5TRETGHED LINER FORMS A I" FLANGE OVER THE PIPE POND LINER PENETRATION N0.4 REBAR HANDLE FOR WEIR ADJUSTMENTS WELD REBAR HANDLE TO GIPOLETTI WEIR. ADHESIVE WELD PER MANUFACTURER'S SPEGIFIGATIONS STAINLESS STEEL GLAMP PER MANUFACTURER'S 5PEGIFIGATION INFLOW / OUTFLOW PIPE (T(P) LINER MEMBRANE BOOT TUBE LINER MEMBRANE BOOT APRON (ROLL AS REO'D) LINER \� MEMBRANE NOT TO STEEL GIPOLETTI WEIR ATTAGHED TO s 2xb WEIR BOARD. } d 3 41. 2' UPST32REAM WATER SURFAGE d 40.74 TOP OF WEIR a 'SEE NOTE I ''......_ _.. ' a 40.15 DOWNSTREAM WATER 5URFAGE 38.(9 4'- ° _ a BOTTOM OF BOX 4' NOTES: I. GONTRAGTOR SHALL MATGH TOP OF PROPOSED WEIR TO TOP OF EXISTING WEIR. IRRIGATION BOX #1 DETAIL #1 DETAIL 2737 2736 2735 2734 i i------ ---___ _ 2733 `-- 2732 2731 2730 POND LINER ANGHOR TRENGH 2829 FIRST 3 VERTIGAL FEET ® 4:1 2728 SLOPE. BALANGE ® 2:1 SLOPE. 2727 2726 PVC, LINERS $ FABRIC, - SEE 2725 DETAILS THIS SHEET. 2724 2723 2722 POND CROSS SECTIONCROSS SECTION NOT TO 12" OPENING S17ED FOR LEVEL -SEE 5EGTION SLOPE GRADES - SEE POND 5EGTION DETAIL A05 PIPE PRECAST GONGRETE BOX WITH 6" THIGK WALLS AND FLOOR No. 4 BARS ® 12" O.G. EAGH WAY. INSTALL 5/4" #q EXPANDED 1 METAL LID WITH 1/2" X 4" ANGHOR BOLTS AT GORNERS. s INSTALL 4 LB5/5F EXPANDED STEEL TOP. WELD 2"X�" FLAT BAR STEEL AROUND PERIMETER. INSTALL 55 ANGHOR BOLTS WITH 4" MIN. EMBEDMENT ON ALL GORNER5 (T(P. 4) 5TEEL GIPOLETTI WEIR 12" OPENING SIZED FOR EXISTING 12" PVC, PIPE PLAGE 6" RIVER GOBBLE ON ALL SLOPES AROUND THE ENTIRE POND PERIMETER. SET ROGK IN 12" 501L TO PREVENT SLIDING. BOTTOM OF POND ELEV. - 2i25.1 ADD FILL FROM FILL FROM FOND EXGAVATION. PLAGE FILL IN UNIFORM LAYERS NOT TO EXGEED 12" IN DEPTH AND GOMPAGT TO q5% OF MAXIMUM DRY DENSITY, ASTM bq8. OF POND EXISTING CONDITIONS 2" WASHED DRAIN ROGK TYPE 2 NON WOVEN FILTER FABRIC, (ISPWG 5EGTION 2050) I' MIN OVERLAP AT SEAMS 12" PERFORATED ADS PIPE -III—III—III—III—III—III—III—III—III—III—III—III-1 I 1=1`l�=III=� � I —III—III—III—III—III—III—III—III—III—III—I 1—' '- 12" SOLID ADS 10' MIN. PIPE TO WET WELL SLAKE INTAKE AERATIN& FOUNTAIN "0 1 1 ERBINE-BAREBO, ING." FOUNTAIN TO BE INSTALLED $ ANGHORED PER MANUFAGTURER5 RECOMMENDATIONS. POWER 5OURGE (TRANSFORMER) PROVIDED NEXT TO PUMP STATION. GONTRAGTORS ARE TO PROVIDE ALL ELEGTRIGAL GOMPONENT5 REOUIRED TO OPERATE AERATING FOUNTAIN INGLUDIN&, NOT LIMITED TO; PANEL CONTROLS, BREAKER ENGL05URE, DI5GONNEGT, WIRING, RIGID STEEL CONDUIT, OUTLETS AND TIME GLOGK TO CONTROL FOUNTAINS OPERATION. ALL ENGL05URE5 TO BE LOCKABLE AND WATERPROOF. ALL WORK TO COMPLY PER LOGAL AND NATIONAL ELEGTRIGAL GODE5 AND REQUIREMENTS. COORDINATE WITH ELEGTRIGAL. IRRIGATION POND POND LEVEL OVERFLOW MAX. WATER ELEV. - 2734.10 77 PLAGE 6" RIVER GOBBLE ON BOTTOM OF POND. 1 POND INTAKE le: 3/b"= I 4 1� NOT TO SCALE TYPE 2 NON WOVEN FILTER FABRIC (ISPWG SEGTION 2050) ����w�k-G\STE I' MIN OVERLAP AT SEAMS PRELIMINARY NOT FOR 12" PERFORATED ADS PIPE CONSTRUCTION 2" WA544ED DRAIN ROGK GJ�RY OF wP�� B. II —III IIIII o 0 0 0IIIIIII POND —IIIIIIIIIIIII � IIIIIIIIIIII- IIIIIIIIIIIIIIIIIIIIIIIIIIIIII III— III �,�,111111111111 III Et IIIIII—III— �1 INTAKE CROSS SECTION RIP RAP 2' X 2' GONGRETE BASE 2737 2736 2735 2734 2733 2732 2731 2730 2829 2728 2727 2726 2725 2724 2723 2722 POND OVERFLOW Scale: I"= 1'-0" FOR 18" STEEL PIPE T OR WELD PIPE TO&ETHER. IRE 3" OF GLEARANGE ON ALL S ,GHEDULE 40 STEEL PIPE �GHEDULE 40 STEEL PIPE Scale: 3/4"= 1'-0" 5GAL6 I"= 5'-0" 1 2 3 4 1 5 6 7 8 9 10 11 12 13 14 15 16 Copyright c12021 All nghls reserved. Rep,oduc�on or use in any (onn o, by any means wifhoul w,iffen permission of Breckon Land Deaign, Inc. is unlawful and sublecf to cnminal p,oseculion. , Z O Cf) cf) I _3C) Z m N LLJ w ��LLJ �p w t'M J > L U o0 00 W Q �C) Z� �:Fr O— W Lu Q ` V Ir Fr Q LL 0 Q V w till, Q�aw y b gWOa.O?J 2WCw Z Ci o�<7z fHI JQ aasm O. ZE Dim uzyW f REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C7.05 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 L V J I c1 i B1� IRRIGATION PUMP STATION AND WET WELL PLAN 1/4" DIAMOND PLATE STEEL BOLT TO CONCRETE BOX 34.50 TOP OF GONGRETE SLAB SEE INTAKE DETAIL -III—III—III—III—I ° —I 11=1 11=1 11=1 I -III—III—III—III—I —I 11=1 11=1 11=1 11 III —III —III —III —I I —III —III —III —I I I -III—III—III—III—I ° I —III —III —III —III ° -III—III—III—III—I 1=III=III=III=I =III—III—III=III=1 ° 1=111=111=111=1 I =III=III=III=III=1 ° =1 11=1 11=1 11=1111 =1 I I—III—III=1 I I=1 1=111=111=111=1 I =III=III=III=III=1 1=III=III=III=I I I =1 I I—III—III=1 I I=1 �=III=111=III=III ° -III=III=III=III=1 �=1 I I=111=III=I I I -III=III=III=III=1 ° —III—III—III—III 4 -III—III—III—III—I PLOW _ I III III III III =III=III=III=III=1 1=III=III=III=III ° -III—III—III—III—I —III—III—III—I I I III=III=III-1 ° 1 � 1=III=III 4 I 25.0 12' INTAK PIPE INV. 4 ° y4 a a _I —III —III —III —III —III -III—III—III—III—III—III—III—III—I I —III —III —III —III —III -III—III—III—III—III—III—III—III—� I —III —III —III —III —III -III—III—III—III—III—III—III—I _I —III —III —III —III —III -III—III—III—III—I 11=1 I —III —III —III —III —III -III—III—III—III—I 11=1 I —III —III —III —III —III -III—III—III—III—I 11=1 I=1 I I=1 I I=1 I I=1 I I=1 =1=1=1=1=1 11=1 I=1 I I=1 I I=1 I I=1 I I=1 =1 I I=1 I I=1 I I=1 I I=1 I I=1 I=1 I I=1 I I=1 I I=1 I I=1 =1=1=1=1 11=1 =1 I I=1 I I=1 I I=1 I I —III =1 =1 =1 11=1 11=1 =1 I I=1 I I=1 I I —III —III I=III=III=III=III=III=111- =1 I 1=III=III=III=III=1 =111=1 I F 11=1 11=1 =111-111__ 11__ 11=III__ —III —III —I 11= —III —III —I 11= —III —III —I 11= I I —III —III —III. 11=1 11=1 I —III —III —I I I 11=1 11=1 I —III —III —I I � 11=1 11=1 I E I I=1 I I=1 I I=1 I 11=1 11=1 I I- I I=1 I I=1 I I=1 I I=1 I I=1 11= I I=1 I I=1 11= 11=1 11=1 I I- —III —III=' 11=1 I E —III —I � 1= I I=I 11=1 11_ NT5 PUMP STATION PER PREG1510N PUMPING SYSTEMS I" SCREEN FLUSH LINE FROM - STATION TO SGREEN BY GONTRAGTOR ° 4 FLOW _ 24.5 12" DRAIN —III—I PIPE INV. -III—III 24.0 4 BOTTOM OF NET WELL -III 4 ' a 4 4 ° SELF -FLUSHING INTAKE SCREEN W FOOT VALVE - SHIPPED L005E PREGA5T GONGRETE NETNELL SHALL BEAR ON COMPACTED NATIVE MATERIAL OR GOMPAGTED 3/4" GRUSHED AGGREGATE TO PREVENT SETTLEMENT ISSUES. IRRIGATION PUMP STATION AND WET WELL - SECTION A - Al STATION DI5GHARGE ISOLATION VALVE 3" q0° BEND 4" THICK GAST IN PLAGE GONGRETE SLAB 3" D.I. PIPE SPOOL — 3" q0° BEND WITH THRUST BLOGK — 4" PRE55URE IRRIGATION PIPE TO SYSTEM L NT5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ' PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� Copyright c12021 All nghls reserved. Reprodu ,� or use in any form or by any means wifhoul wrilfen permission of 13 ec n Land Design, Inc. is unlawful and sublecf fo cnminal prosecution. r z O r V I _3m z � W � 't :E wp U) (.0 L LJ w C") > z 00 UI..LO � Q Z W W ` V Lu fr LL 0 Q d Q11mw w b gWOJ �\\ 2WCLLZ C� �o C7 t7w—f;J� 4Fr N12 Zm Ja Iu��W a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER C7.06 �I(E APPROVED X 0102122 fI J Q ;a - - - -E. QUARTZ CREEK ST - - _LU - - - - - - IrY ) I- I I 1 I I I I I I I I I•_ I I I I I I ® I I I I I I I I I I I I I I I IL IL M ° E""8 11ISS. JARVIS STAll'qq AT , 11 --- I I I I I I I I II II I I I I I I I I I I I? f - L -.- I - - - I I ' �._ zl K u) - N, > / C. / co J � E. PRAIRIE VIEW LANE E. SHAFER VIEW DRIVE,,' o o I 4 , Q G N I o `o I 0 0 L N F >0 0 z m F I I 0 0 a 0 m L E _0 v T OVERALL LANDSCAPE PLAN N 100 0 100 200 300 o Q ■ SCALE: "= 100'-0" uJ a_ LANDSCAPE NOTES: a U in I. CONTRACTOR SHALL REPORT TO LANDSCAPE ARGHITEGT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING D fl WORK. a 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSGAPE ARGHITECT'5 PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND J GHARAGTER MAY BE GON5IDERED IF 5PEGIFIED PLANT MATERIALS CAN NOT BE OBTAINED. :j 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 4. COORDINATE WORK 5GHEDULE AND OBSERVATIONS WITH LANDSGAPE ARGHITEGT PRIOR TO GONSTRUGTION START-UP. 0 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 0 N 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERIGAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF NOT IN A SOUND AND SJ HEALTHY GONDITION. m 7. IN THE EVENT OF A PLANT GOUNT D151-REPANGY, PLANT SYMBOLS SHALL OVERRIDE 5GHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. N 0 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF (2" MINUS) CRUSHED BASALT ROCK MULCH. SUBMIT SAMPLE FOR APPROVAL. L o_ q. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLAGE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME 51ZE AND 5PEGIE5 AT NO GOST TO THE OWNER. C 0 0. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJAGENT 5URFAGE5 AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE 51TE GRADING PLAN. 11. AMEND EXI5TING APPROVED TOP501L AT A RATIO OF THREE GUBIG YARDS OF APPROVED GOMF05T PER 1000 SQUARE FEET. ROTO-TILL ORGANIG MATTER A MINIMUM OF 6 INGHE5 INTO TOPSOIL. w w 12. FERTILIZE ALL TREES AND SHRUBS WITH A6RIFORM PLANTING TABLETS. QUANTITY PER MANUFACTURERS RECOMMENDATIONS. w 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, GOMPAGT, AND FINE GRADE o TOF501L TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT 5URFAGE5 OF PLANTER BED AREAS, 1-1/2" BELOW ADJAGENT 5URFAGE5 OF TURF 50D AREA5, AND 1" BELOW ADJAGENT 5URFAGE5 OF TURF SEED AREAS. 14. REUSE EXISTING TOPSOIL 5TOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND GONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY 501L TESTS. TOPSOIL SHALL BE A LOOSE, w FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRA55 OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 0 7.0. IF ON51TE TOP501L DOES NOT MEET THESE MINIMUM STANDARDS, GONTRAGTOR 15 RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR n B B) IMPROVE ON-51TE TOP501L WITH METHODS APPROVED BY THE LANDSGAPE ARGHITEGT. 15. IF IMPORTED TOP501L FROM OFF -SITE SOURGES 15 REQUIRED, ENSURE IT 15 FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INGHE5 IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER L HARMFUL TO PLANT GROWTH. A) OBTAIN TOP501L FROM LOCAL 5OURGE5 OR FROM AREAS HAVING 51MILAR 501L GHARAGTERI5TIG5 TO TH05E FOUND ON THE PROJECT SITE. OBTAIN TOP501L ONLY 0 FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OGGURS AT A DEPTH OF NOT LESS THAN 4 INGHE5. N B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY, TOXIGITY, AND GENERAL TEXTURE BY A REGOGNIZED GOMMERGIAL OR GOVERNMENT AGENGY AND GORES OF THE TESTING AGENGY'5 FINDIN65 AND REGOMMENDATION5 SHALL BE FURNISHED TO THE OWNER'5 REPRESENTATIVE BY THE GONTRAGTOR. NO TOP501L 0 SHALL BE DELIVERED IN A FROZEN OR MUDDY GONDITION. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. I6. IMMEDIATELY GLEAN UP ANY TOP501L OR OTHER DEBRIS ON THE 51TE CREATED FROM LAND56APE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 0 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" GLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, STRUGTURES, OR FAGILITIES. TREES SHALL NOT BE PLANTED WITHIN N 5'-0" OF AN A.G.H.D. 51DEWALK. 15. SEEPAGE BEDS AND OTHER STORM DRAINAGE FAGILITIES MUST BE PROTEGTED FROM ANY AND ALL GONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF A ;� THE LANDSGAPE IRRIGATION SYSTEM. `u1 m 0 q. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. a N 1 1 2 1 3 1 4 1 5 1 6 7 PROJECT INFORMATION TOTAL SITE AREA 1,235,017 S.F. (28.35 AGRE5). BUILDING SETBAGKS: FRONT: 20' MINIMUM BAGK: 15' 51DE: 5' TOTAL NUMBER OF TREES PROVIDED:224 TOTAL NUMBER OF TREE 5PEGIE5: II CITY OF MERIDIAN LANDSCAPE REQUIREMENTS S. MERIDIAN ROAD BUFFER Requirements: LENGTH TREES REQ'D TREES PROVIDED I TREE PER 35 L.F. 688 L.F. 20 41 AND SHRUBS, TURF, WIDTH OR GROUNDCOVER 55' BUFFER E. QUARTZ CREEK STREET BUFFER Requlrements: LENGTH TREES REQ'D TREES PROVIDED I TREE PER 35 L.F. 1,455 L.F. 41 41 AND SHRUBS, TURF, WIDTH OR GROUNDGOVER 20' BUFFER OPEN SPACE LANDSCAPE REQUIREMENTS FROM UDC, 11-36-3E: TOTAL AREA: 1,235,017 S.F. (28.55 AGRES) QUALIFIED OPEN 5PAGE REQUIRED: 10% = 125,502 S.F. (2.84 AG) TOTAL SQUARE FOOTAGE COMMON OPEN 5PAGE PROVIDED: 23.33% = 288,174 (6.62 AGRE5) TOTAL SQUARE FOOTAGE QUALIFIED OPEN 5PAGE PROVIDED: 14.27% = 176,267 (4.05 AGRE5) ONE DEGIDUOUS SHADE TREE PER 8,000 S.F OF OPEN SPAGE REQUIRED: 36 (288,174 S.F. GOMMON OPEN SPAGE) OPEN SPAGE DEGIDUOU5 SHADE TREES PROVIDED: 36 *NOTE: TREES IN LOCAL PARKWAYS ARE TO COUNT TOWARDS TREE MITIGATION AND OPEN 5PAGE REQUIREMENTS. SEE MITIGATION NOTES ON SHEET LIA. PARKWAY LANDSCAPE QUALIFIED O.S Requirements: LENGTH TREES REOV TREES PROVIDED I TREE PER 35 L.F. 1,-N5 L.F. 53 53 NOTE: PARKWAYS ALONG QUARTZ GREEK STREET, CRYSTAL GREEK WAY, AND PREVAIL WAY GOUNT TOWARDS QUALIFIED OPEN 5PAGE NUMBERS, THUS I TREE PER 35 LINEAL FEET 15 PROPOSED. PATHWAY LANDSCAPING Requlrements: ENGTH TREES REQ'D TREES PROVIDED I TREE PER 100 L.F. 752 L.F. 8 8 MITIGATION LANDSCAPING SEE MITIGATION NOTES ON SHEET LIA. AMENITIES Requlrements: AREA AMENITIES AMENITIES I AMENITY PER 28.35 ACRES REar? PROVIDED 20 AGRE5. 1 3 FENCING REQUIREMENTS GOLLEGTOR STREET AND 2,540 L.F. 6-0" PRIVACY FENCE ENTRYWAY BUFFER GOMMON OPEN SPAGE LOTS (9522 L.F. 6-0" OPEN -VISION AND EXISTING WATERWAY FENCE NOTE: STREET LENGTH DOES NOT INCLUDE VISION TRIAN&LE5. � � I -- -- -- -- -- --�_ " NOTE: THE BERM AND WALL N015E ABATEMENT BUFFER WILL BE IN GOMPLIANGE WITH ALL OF THE 5TANDARD5 LISTED IN UDG II-3H-4D. I. THE BERM/WALL WILL BE APPROXIMATELY PARALLEL TO THE STATE HIGHWAY. k� 2. THE TOP OF THE BERM OR BERM AND WALL IN COMBINATION WILL BE A MINIMUM OF TEN (10) FEET) HIGHER THAN THE ELEVATION AT THE GENTERLINE OF THE STATE HIGHWAY.' v-S�tt 3. THE WALL PROPOSED WILL BE THE PRODUCT: GRAY GRANITE GOLORED EG05TONE WALL BY 51MTEK. MATERIAL PROPOSED WILL BE OF APPROPRIATE SOUND ATTENUATING MATERIAL. 4. THE WALL WILLL BE STAGGERED EVERY THREE HUNDRED 300 LINEAR FEET MINIMUM AND K I SUBJECT TO SUBSECTION D 3 B OF UDC, I I-3H-4D THAT PROHIBITS BREAKS IN THE WALL �r EXCEPT AT THE MGBIRNEY CANAL, IN WHICH THE IRRIGATION DISTRICT WILL NOT ALLOW GONSTRUGTION OR ALTERATION. LANDSGAPE BERM - SLOPE VARIES,`x'i9 PLANTER BED GUT EDGE 10' GONGRETE 51DEWALK TO m I -I -III -I MATGH MERIDIAN ROAD -III-III--gp MERIDIAN ROAD I CENTERLINE ELEVATION -III-III-IIIT - - - - - - - - - - - - - - - - - - - BORROW DITCH -III-III-IIIm��A 12'-6" O' LANDSGAPE STRIP 10'-0" 22'-6' R BERM ADJACENT TO MERIDIAN ROAD 8 9 10 11 10'-0" 15'-0" 12 13 14 6' TALL SOLID EGOSTONE SIMTEK FENCE/WALL OF GRAY GRANITE GOLOR. I¢ Q PROPOSED ° 3 3 RESIDENTIAL o Iz PROPERTY oa w m 2:1 MAXIMUM SLOPE -III-I -III-III- LANDSGAPE BERM I YII` I MERIDIAN ROAD GENTERLINE ELEVATION 15 16 Copyright c12021 All rghls reserved. R p d t i er use in any form er by any means wifhoul wribfen permission of 13 e 1ken Land Design, Ina is unlawful and sublect b ,nm l presecobian. Z O r V J vJ ' ) % F-- L C) ZJ mN W0- C� � W W w�>Q U IU Ir L ;� L Lu �QWJ n WwQ J UJ C) Cc Lu Lu LL J O 2 w q um rc W _ q QC • 9 � I w yWpd'Ojj r\\ wm<nt7of RPM 3w7 t�7W=t�A� (j m u>aom azO J40u DO a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.00 APPROVED 0102,22 M L K J H Cif 131 8"SS / 'WALL STAGGER' ENLARGEMENT AS REQUIRED BY THE MERIDIAN UDC. U/ALL`II LtlatlVU O40' VISION TRIANGLE LANDSCAPE LEGEND O OMBIN COMBINATION ULTIMATELY BE DSEE THANDETEBERM/X5TIN6 CENTERLL O MERIDIAN ROAIL I/LI.00. BERM AND WALL NOISE ABATEMENT BUFFER WILL • PLANTS TO BE INSTALLED BE IN GOMPLIANGE WITH ALL OF THE STANDARDS LISTED IN UDG II-3H-4D. PROPOSED 6'-0" TALL VINYL FENCE, SEE DETAIL I/LI.O6. EXISTING PLANTS TO BE REMOVED PROPOSED 6'-O" TALL WROUGHT IRON FENCE, SEE DETAIL 4 O I/L1.04. SAVE AND PROTEGT EXISTING PLANTS rJ 40' X 64' MULTI -SPORT GOURT AMENITY. 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). VISION TRIANGLE 7 I6WIDE GAZEBO SHADE STRUGTURE AMENITY. -------------------- GUT EDGE AS DETAILED 8 BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/1-1.08. BERM REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD iil9 POWER LINES. O O 6-0" WROUGHT IRON FENCE 10 IRRIGATION POND. 6-0" VINYL FENGE 11 SHAPER VIEW TERRACE ENTRY MONUMENT SIGN, SEE DETAIL — — PROPERTY LINE (VERIFY) I AND 2/Ll.q. 12 3' TALL LANDSCAPE BERM — - - - — - - - SEEPAGE BED EASEMENT 13 5TORMWATER SHALE. Cw LANDSCAPE BOULDERS 14 SAVE AND PROTEGT EXISTING 5TORMWATER SHALE. 10 JB GZUANTITY PLANT IDENTIFIGATION KEY 1`5 AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT TREES WITHIN 1O' OF AGHD 5EEPA6E BED. 16 SAVE AND PROTEGT EXISTING TREES) AND TURF AREA, + + + + TURF SOD OVER SEE DETAIL 1/1-1.03. + + + + APPROVED TOP SOIL AS ++++++++ 5PEGIFIED. 17 SAVE AND PROTEGT EXI5TING MGBIRNEY LATERAL AND + + + + B015E PROTEGT IRRIGATION D15TRIGT PATHWAYS. 3" DEPTH OF 2" MINUS 18 SAVE AND PROTEGT EXI5TING IRRIGATION EASEMENT CRUSHED BASALT ROCK AREA. MULCH OVER APPROVED 19 SAVE AND PROTECT EXISTING PUMP STATION AND TOPSOIL AS 5PEGIFIED. IRRIGATION IMPROVEMENTS. DRY -LAND SEED MIX. SEE SEED I SAVE AND PROTEGT EXI5TING IRRIGATION PATHWAY. SAVE AND PROTECT EXISTING FENCE. MIX NOTES ON SHEET LI.O� SHAFER VIEH ESTATES ENTRY MONUMENT SIGN, SEE DETAIL 3 AND 4/LI.Oq. QPARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/LI.OB. 1 2 3 4 5 6 7 8 PLANT SCHEDULE DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS 37 AD Acer platanoldes 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H 4 W II 15 AR Acer platanoldes 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H 4 W II 25 AF Acer x freemanll 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H 4 W II II CID Gedrus deodara 'Aurea' Golden Deodar Gedar 6'-8' Ht. 35-I5 H 4 H 10 GG Gel conaden5ls Eastern Redbud 2" Gal. 20'-20' H 4 W I 11 LT Llrlodendron tullplfera Tulip Tree 2" Gal. 60'-30' H 4 W III 14 MS Maluc x 'Spring Snow' Spring Snow Grabapple 2" Gal. 20'-20' H 4 H 1 41 PA Plcea abies Norway Spruce 6'-8' Ht. 50'-25' H 4 H 2i PG Plcea pungens '61auca' Colorado Blue Spruce 6'-8' Ht. 60'-20' H 4 H 6 OR Ouercus rubra Red Oak 2" Gal. 50'-35' H 4 W III 2i TT Tilia tomentoea 'Sterling' Sterling Silver Linden 2" Gal. 45-35 H 4 H 11 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS II GA Galamagrostis x acutlflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6'-2' H 4 H 151 GH Gornus alba 'Bailhalo' TM Ivory Halo Dogwood #5 5-5 H 4 H 163 EA Euonyrl alatu5 Winged Euonymus Burning Bush #5 6'-6 H 4 H 30 HS Hemel x '5tella de Oro' Stella de Oro Day111y #1 2'-2' H 4 H 22 LA Laval anqustifolla 'Hldcote' Hldcote Lavender #2 2-3' H 4 H 224 MA Mahonla aquifollum 'Gompacta' Gorl Oregon Grape #2 3'-4' H 4 H 21i PM Pill mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5 H 4 H 130 5J Splraea japonica '6oldflame' 6oldflame Spill #2 3'-4' H 4 H 85 VB Viburnum x 'Burkwoodll' Burkwood Viburnum #5 V-6 H 4 H q0 WF Heigela Florida 'Dark Horse' Dark Horse Welgela #2 3'-3' H 4 H 1 1 oIo J J W 1 W LU1W U) fn LU W W , co cn zl J II UIU Q Q Copyright c12021 All nghls reserved. Rei or use in any form or by any means wifhoul written permission of 13 ec n Land Design, Ina is unlawful end s,bl- fo ,rim-1 prosecution. 412 Z tS;iS SS 8"S O 1 1 '+ ++++++++++++++++ +++ ..''.. .. .. N E _ ` T 3 END 2 � 5 AD 1 Uj ii+ .++ 1 + ..:::C :.... 5 MA 1 1 mN W C LL j{ + ;+ 5 G +I + vB (� W Iit++t 11� + f +, 2+ 3 M O G 1++ 1 + (� TT + + 1 Q .�+ +, +, + + ::: J f+ i Ir Z ....... -- -- W Q W /� 0 Fr < ww0w >� p0 - -- Q _j J LLLL \ \ I ! A �I T MAP r\� � CI umd'W y 9 NWOQ 00O?0J 2-- wgz �KEY N 1500� m>o>Rom �R=u�Zw 500 O 500 1000 ■ SCALE: I "= 500'-0" a=iW u REVISIONS No. Date Description 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.01 APPROVED 0102,22 M L K J H 111 C B L LANDSCAPE LEGEND PLANTS TO BE INSTALLED EXI5TIN6 PLANTS TO BE REMOVED SAVE AND PROTEGT EXISTING PLANTS VISION TRIANGLE GUT EDGE AS DETAILED BERM 6-0" WROUGHT IRON FENGE 6-0" VINYL FENGE PROPERTY LINE (VERIFY) — - - - — - - - SEEPAGE BED EASEMENT W/ LANDSCAPE BOULDERS 10 QUANTITY JB PLANT IDENTIFICATION KEY + + + + TURF 50D OVER + + + + APPROVED TOP SOIL AS ++++++++ 5PEGIFIED. DEPTH OF 2" MINUS GRUSHED BASALT ROCK MULCH OVER APPROVED M TOPSOIL AS 5PEGIFIED. DRY -LAND SEED MIX. SEE SEED ® MIX NOTES ON SHEET LI.0-7 lam/"\LLUU I LCIaCINU O40' VISION TRIANGLE DZ4' BERM IN GOMBINATION WITH 6HIGH MALL. BERM/HALL GOMBINATION TO ULTIMATELY BE 1O' HIGHER THAN EXISTING GENTER ELEVATION OF MERIDIAN ROAD SEE DETAIL I/LI.00. BERM AND WALL N015E ABATEMENT BUFFER WILL BE IN GOMPLIANGE WITH ALL OF THE STANDARDS L15TED IN UDG 11-3H-40. OPROPOSED 6-0" TALL VINYL FENCE, SEE DETAIL I/LI.06. OPROPOSED 6-0" TALL WROUGHT IRON FENGE, SEE DETAIL 4 I/L1.04. 5 40' X 64' MULTI -SPORT COURT AMENITY. 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). 6' WIDE GAZEBO SHADE 5TRUGTURE AMENITY. 8 BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/L1.08. OREMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD POWER LINES. 10 IRRIGATION POND. 11 SHAFER VIEW TERRAGE ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/LI.q. 12 5'TALL LANDSCAPE BERM 13 STORMHATER SHALE. 14 SAVE AND PROTEGT EXISTING STORMHATER SHALE. 15 AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT TREES HITHIN 1O' OF AGHD 5EEPA6E BED. 16 SAVE AND PROTEGT EXISTING TREE(5) AND TURF AREA, SEE DETAIL 1/1-1.03. 17 SAVE AND PROTEGT EXISTING MGBIRNEY LATERAL AND B015E PROJEGT IRRIGATION P15TRIGT PATHIKlAY5. 18 SAVE AND PROTEGT EXISTING IRRIGATION EASEMENT AREA. 19 SAVE AND PROTEGT EXISTING PUMP STATION AND IRRIGATION IMPROVEMENTS. O SAVE AND PROTEGT EXI5TIN6 IRRIGATION PATHIKIAY. 21 SAVE AND PROTEGT EXI5TINO FENGE. SHAFER VIER E5TATE5 ENTRY MONUMENT 516N, SEE DETAIL 3 AND 4/LI.Oq. QPARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/LI.OB. PLANT SCHEDULE DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS 3i AD Acer platanoldes 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H 6 H II 15 AR Acer platanoldes 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H $ H II 25 AF Acer x freemanll 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H $ H 11 11 CID Gedrus deodara 'Aurea' Golden Deodar Gedar 6-8' Ht. 35-I5 H 6 H 10 GG Gerc15 canadens15 Eastern Redbud 2" Gal. 20'-20' H 6 W I 11 LT Llrlodendron tullpifera Tulip Tree 2" Gal. (90'-30' H 6 H III 14 MS Malus x 'Spring Snow' Spring Snow Grabapple 2" Gal. 20'-20' H 6 H 1 41 PA Picea abler Norway Spruce 6-8' Ht. 50'-25' H $ W 2T PG Picea pungent '61auca' Golorado Blue Spruce 6-8' Ht. (90'-20' H 8 H 6 OR Quercus rubra Red Oak 2" Gal. 50'-35' H 8 W III 27 TT Tilia tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45-35 H $ H 11 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS II GA Galamagrostls x acutlflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6-2 H 8 H 151 GH Gornus alba 'Bailhalo' TM Ivory Halo Dogwood #5 5-5 H $ W 163 EA Euonymus alatus Winged Euonymus Burning Bush #5 6-6 H $ H 30 HS Hemerocall15 x 'Stella de Oro' Stella de Oro Day111y #1 2'-2' H $ W 22 LA Lavandula angu5tlfolla 'Hidcote' Hidcote Lavender #2 2-3' H S W 224 MA Mahonla agylfollum 'Gompacta' Gori Oregon Grape #2 3'-4' H 4 W 21-7 PM Pinu5 mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5 H $ H 150 5J 5plraea Japonica 'Goldflame' 6oldflame 5plrea #2 3'-4' H S W 85 VB Viburnum x 'Burkwoodll' Burkwood Viburnum #5 649' H $ W q0 WF Weigela florida 'Dark Horse' Dark Horse Welgela #2 3'-3' H $ H 1 / / � 1 I � � 1 / 1 i MATCHLINE - SEE SHEET_L1.02 MATCHLINE SEE SHEET L1.03 2. NEWLY GRADED SUB6RADE5: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INGHES. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STICKS, ROOTS, RUBBI5H, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 3. SPREAD PLANTING SOIL OVER LOOSENED SUBORAOE. 4. REDUGE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNE55 OF SOD. 5. UNCHANGED 5UB6RADE5: IF TURF 15 TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATIN6, 6RADIN6, OR 5URFAGE-50IL 5TRIPPIN6 OPERATIONS, PREPARE 5URFAGE SOIL AS FOLLOWS: A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO 5URFAGE SOIL. B. LOOSEN 5URFAGE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AGGORDING TO PLANTING 501L MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHE5 OF SOIL. TILL 501L TO A HOMO6ENEOU5 MIXTURE OF FINE TEXTURE. 6. APPLY SOIL AMENDMENTS DIREGTLY TO 5URFAGE SOIL BEFORE LOOSENING. A. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND 5TIGK5, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING 6RA55, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. i. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM 5URFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INGH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RID&E5, AND FILL DEPRE5510N5 TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL 15 DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. q. BEFORE PLANTING, OBTAIN LANDSCAPE ARGHITEGT'S AGGEPTANGE OF FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. MT KEY MAP N 500 O 500 1000 1500 ■ 5GALE: I "= 500'-0" Copyright c12021 Alinghlsreserved. %produ , or use in any loan or by any means wi;,1, w,rt permission of Breckon Land Deaign, Inc. is unlawful e,d subject to ,rim-1 prosecution. Z 0 Cf) U) N Q z Q m N LJJ w or),I- W Q LU C4 00 > 0 I..L 7 ` 2 J Ir w Q n LJJ Q 0 Fr Q CU Q w_ w � ` Q Q LJJ Q QZ LL J J r2 V w C Qmd'W y 9 gWO��O?J RPM wm<$uo� - 9 ;i z t9 1-9 �>Rom m ao°afzE Nou M. 4 f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.02 4 I 5 6 r7 8 10 IN 12 13 14 15 16 APPROVED 0102,22 1 `.L'nBrk n my "ma ++ + p +� 8 PG PA I / + PM - s 2 4 + + i M + PM 6 ....... . MA / _+b 5 8 PA Lr +� .:. + 4 + 4 - +' .. / + i 9 r Q PG 6 + MAPA I PC, ` + + / 9 .... 4 END K + + 8 + O + + + + + + + + + + + + + + + + + + 9 + + + + + + + + + + + + 16 / � + it + �+ + + + + + + + + + + + + Q� o / ry O E. SHAFER VIEW DRIVE w 8"SS stl" ++ r r r r r r r r r r � ++� + +r+• + + I 16 1 4 I / 3 PA 16 PC, PIA 6 MA 8, 16 T T_ ..' DIn a J C B TREE CROWN SECTION OUTLINE OF TREE GROWN (EDGE OF DRIPLINE) GORRE5PONDIN6 WITH ROOT SPREAD. FENCE SHALL BE PLACED AT EDGE OF TREE GROWN (MINIMUM DISTANCE). EXISTING GRADE NOTE: MAINTAIN PROTECTION UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETED. IF LOWER LIMBS INTERFERE NITH WORK, TIE UP NITH HEAVY JUTE CORD. ADJUST DIAMETER OF PROTECTIVE FENCE TO PREVENT ANTICIPATED DAMAGE BY EQUIPMENT. TREE TRUNK GROWN OF TREE OUTLINE OF TREE GROWN (EDGE OF DRIPLINE) GORRESPONDING WITH ROOT SPREAD. FENCE SHALL BE PLACED AT EDGE OF TREE GROWN (MINIMUM DISTANCE). PLAN VIEW 1 TREE PROTECTION DETAIL LANDSCAPE LEGEND j('• PLANTS TO BE INSTALLED }�e ` EXISTING PLANTS TO BE REMOVED SAVE AND PROTECT EXI5TIN6 PLANTS VISION TRIANGLE GUT EDGE AS DETAILED BERM O O 6'-O" NROUGHT IRON FENCE 6-0" VINYL FENCE PROPERTY LINE (VERIFY) — - - - — - - - — SEEPAGE BED EASEMENT LAN05GAPE BOULDERS 0 OUANTI-rY JB PLANT IDENTIFICATION KEY + + + + TURF SOD OVER + + + + APPROVED TOP SOIL AS + + + + SPECIFIED. 3" DEPTH OF 2" MINUS CRUSHED BASALT ROCK MULCH OVER APPROVED TOPSOIL AS SPECIFIED. ® DRY -LAND SEED MIX. SEE SEED MIX NOTES ON SHEET L1.07 UHLLUU I LCIaCIV U O40' VISION TRIANGLE O4' BERM IN GOM51NATION WITH 6H16H WALL. BERM/WALL COMBINATION TO ULTIMATELY BE 1O' HIGHER THAN EXISTING CENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL I/LI.00. BERM AND WALL N015E ABATEMENT BUFFER WILL BE IN COMPLIANCE WITH ALL OF THE STANDARDS LISTED IN UDC II-31-1-4D. OPROPOSED 6-0" TALL VINYL FENCE, SEE DETAIL I/LI.O6. OPROPOSED 6'-0" TALL WROUGHT IRON FENCE, SEE DETAIL I/L1.04. 5 40' X 64' MULTI-5PORT COURT AMENITY. 6 TOT LOT AMENITY (APPROXIMATELY 40' X 409. 7 16WIDE GAZEBO SHADE STRUCTURE AMENITY. 8 BOULDER RETAINING NALL IN BERM, SEE DETAIL 3/L1.08. OREMOVE EXI5TIN6 TREE UNDER OR NEAR TO OVERHEAD POKER LINES. 10 IRRIGATION POND. 11 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/LI.q. 12 3' TALL LANDSCAPE BERM 13 5TORMNATER SCALE. 14 SAVE AND PROTECT EXISTING STORMNATER SHALE. 15 AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT TREES WITHIN 1O' OF AGHD SEEPAGE BED. 16 SAVE AND PROTECT EXI5TIN6 TREE(5) AND TURF AREA, SEE DETAIL 1/1-1.03. 17 SAVE AND PROTECT EXISTING MGBIRNEY LATERAL AND BOISE PROJECT IRRIGATION D15TRIGT PATHWAYS. 18 SAVE AND PROTECT EXISTING IRRIGATION EASEMENT AREA. 19 SAVE AND PROTECT EXISTING PUMP STATION AND IRRIGATION IMPROVEMENTS. 8 SAVE AND PROTECT EXISTING IRRIGATION PATHWAY. 21 SAVE AND PROTECT EXISTING FENCE. ©SHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL 3 AND 4/LI.0q. QPARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/L1.08. � 1 / 1 i i MATCHLINE - SEE SHEET_L1.02 MATCHLINE SEE SHEET L1.03 4 ND 1 1 I 1 1 I I 1 1 I 1 1 I T KEY MAP N 500 O 500 1000 1500 ■ SCALE: I "= 500'-0" PLANT SCHEDULE DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS 3i AD Acer platanoldes 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H 4 N II 15 AR Acer platanoldes 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H 4 N II 25 AF Acer x freemant 'Jeff5red' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H 4 N II II CID Gedrus deodara 'Aurea' Golden Deodar Gedar 6-8' Ht. 35-I5 H 4 N 10 GG Gerc15 canadenSls Eastern Redbud 2" Gal. 20'-20' H 4 N I II LT Llrlodendron tullpifera Tulip Tree 2" Gal. 60'-30' H 4 N III 14 MS Malu5 x '5pring Snow' Spring Snow Grabapple 2" Gal. 20'-20' H 4 N 1 41 PA Picea abie5 Norway Spruce 6-8' Ht. 50'-25' H 4 N 2T PG Plcea pungen5 'CIauca' Colorado Blue Spruce 6-8' Ht. 60'-20' H 4 N 6 OR Ouercus rubra Red Oak 2" Gal. 50'-35' H 4 N III 27 TT Tilia tomento5a 'Sterling' Sterling Silver Linden 2" Gal. 45-35 H 4 N 11 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS II GA Golamagro5t1s x acutlflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6-2 H 4 N 151 GH Gornu5 alba 'Bailhalo' TM Ivory Halo Dogwood #5 5-5 H 4 N 163 EA Euonyri alatus Ninged Euonymus Burning Bush #5 6'-6' H 4 N 30 HS Hemerocallls x 'Stella de Oro' Stella de Oro Daylily #1 2-2' H 4 N 22 LA Lavandula anqu5tifolla 'Hidcote' Hldcote Lavender #2 2-3' H 4 N 224 MA Mahonia agyifollum 'Gompacta' Compact Oregon Grape #2 3'-4' H 4 N 21T PM Pinu5 mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5 H 4 N 150 5J 5plroea japonica 'Goldflame' 6oldflame 5plrea #2 3'-4' H 4 N 85 VB Viburnum x 'Burkwoodll' Burkwood Viburnum #5 8'-6 H 4 N q0 NF Neigela florida 'Dark Horse' Dark Horse Neigela #2 3'-3' H 4 N Copyright c12021 All ght d. R p d t seii ,yfo by y a th 1 Lt p nnes on 1 1 B k L dDesg - M end subject le cnm I p,oseculion. Z O _r t'J C) Z Q mN WW Cr) (.0 W Q W 00 � U IZ 2� IrZ W Q W n Q n Fr Q Q WWJ)U) ` Q Q Z W QQ LL J J r2 V CI Q�d'W y 9 gW0��O7j Ir wr•au m °>Rom no°afz� Ja0 �w 4- f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.03 E 2 3 4 5 6 r7 8 1 9 10 1■I 12 13 14 15 16 APPROVED 010 zz — + I + + + '. + + + '� + + 6 + + + + + + + + + + + MA 1+ + + + + 3 + + + + + + + + + + + + + + � ..._ _ ter- :.'-s.... - I GH + �EA 1 M G1 PG i+ Ak + 1 I MA 5 PA ' .'4++ ++ PM 5 +++ + EA + + E + + + J J 1 3 I .'..'�i :OI + + + w w ++ �1� I I L Wlw W W { + I + + + cn to + r + + W LU�l ZIZ + + + =1= I 5 5 GH ++ SJ wF + a.. + + END 3 + K + + + + l + + + + + + + + + + + + + +, 1 �. j+ V812" W 12" W 12" 8"S 8"SS AF + it + + + IF X + + + + W + + + + V + + ,1+ + + + + +�. + + .�+ + + (W.1 + + + + ( � + + i(.�'H + + i�/ + + + + + + + + + + + + 4.� + + + + q + + i(:�.H + + "+ + + + + + 1 + + + + + +�+ + + 1+�'+ + + + `,{, + + + + �✓ + + + + +Y + + + —4- + + +`�+ + + +V + + + + +_ + + + + + + + + +✓+ + + �✓ + + + + 'IY + + + + �k + + $ + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 1 F l �.. t* - - + + + + + + + + + + + + QUM _ _ + + + _ a pA �\MA MS i--. 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TT II I I I t o 0 I I I I JI J LU LU W W (n (/) I I I I LU LU I I I I wl W Jlz 2 2 I ¢IQ I I I 12E � 1 1 o WILL ;+ + + + + + + I 4 I 1 W W ,. + + + + + + + + + LT -- --_ o ) U + + + + + + 4 — NW LU + + + + + + + — W LU 3 + + + + + + + v � I? PM + + + + + + + 17 E W Iw 6 Mq ++++++++++++ I 1 Z Z + + + + —� 2 2 + + + + ( / n + + + 17 `o Q Q + + 3 QD- FM' 17 v \ STAR LANDSCAPE PLAN - AREA FOUR 30 0 30 CIO GO 5GALE: I"= 30'-0" Cif B1; MOUNTING 2 1/2" TUBULAR STEEL 4" O.C. BRACKET (-rYP) SUPPORT PICKET 6'O.G. 2)-1 3/4" HORIZONTAL o HOLLOW STEEL PIGKET5 oZ zQ a a " HOLLOW STEEL �O x 3" DEPTH OF MULGH AT PLANTER BEDS ioU I I U I I U I I I I I I I6 iv I) -I 3/4" HORIZONTAL HOLLOW STEEL RAIL ^ III- X 24" � I-1 I —III—I � � 1- .I I , -� � I- � =III=1 I NOTE CONGRETE FOOTING APPROVED TOPSOIL AND SOIL AMENDMENTS AS 5PEGIFIED CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE FINISH GRADE, ARCHITECT BEFORE INSTALLATION. NROU&HY IRON GATE TO BE PAINTED H/ ELEGTRO PER PLANS GUT EDGE STATIC, PAINT - COLOR AS DIREGTED BY OWNER. PLANTER BED CUT EDGE WROUGHT IRON FENCE 2 (TYPICAL AT TREES IN TURF AREAS) NOT TO 5GALE T KEY MAP N 500 0 500 1000 1500 ■IIIIIIIIIII 5GALE: I "= 500'-0" LANDSCAPE LEGEND PLANTS TO BE INSTALLED EXISTING PLANTS TO BE REMOVED SAVE AND PROTECT 00 EXISTING PLANTS ■ ■ ■ ■ ■ V15ION TRIANGLE ------------------- GUT EDGE AS DETAILED BERM 0 0 6'-O" WROUGHT IRON FENGE 6'-O" VINYL FENGE PROPERTY LINE (VERIFY) — - - - - - — SEEPAGE BED EASEMENT wo LAN05GAPE BOULDERS 0 QUANTITY JB PLANT IDENTIFIGATION KEY + + + + TURF 50D OVER + + + + APPROVED TOP SOIL AS + + + + 5PEGIFIED. DEPTH OF 2" MINUS M CRUSHED BASALT ROCK MULCH OVER APPROVED TOPSOIL AS 5PEGIFIED. ® DRY -LAND SEED MIX. SEE SEED MIX NOTES ON SHEET LI.07 CALLOUT LEGEND O40' VISION TRIANGLE O4' BERM IN GOMBINATION WITH 6' HIGH WALL. BERM/WALL GOMBINATION TO ULTIMATELY BE 1O' HIGHER THAN EXISTING GENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL I/LI.00. BERM AND WALL N015E ABATEMENT BUFFER WILL BE IN GOMPLIANGE WITH ALL OF THE STANDARDS LISTED IN UDC, ll-3H-4D. OPROPOSED 6-0" TALL VINYL FENGE, SEE DETAIL I/L1.06. OPROPOSED 6-0" TALL WROUGHT IRON FENGE, SEE DETAIL 1/1-1.04. 5 40' X 64' MULTI -SPORT COURT AMENITY. 6 TOT LOT AMENITY (APPROXIMATELY 40' X 409. 7 16WIDE GAZEBO SHADE STRUGTURE AMENITY. 8 BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/L1.08. OREMOVE EXI5TIN6 TREE UNDER OR NEAR TO OVERHEAD POWER LINES. 10 IRRIGATION POND. 11 SHAFER VIEN TERRAGE ENTRY MONUMENT 516N, SEE DETAIL I AND 2/LIA. 12 3' TALL LAN05GAPE BERM 13 5TORMHATER SHALE. 14 SAVE AND PROTEGT EXISTING 5TORMNATER 5HALE. 15 AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT TREES WITHIN 1O' OF AGHD SEEPAGE BED. 16 SAVE AND PROTEGT EXI5TIN6 TREE(5) AND TURF AREA, SEE DETAIL I/L1.03. 17 SAVE AND PROTEGT EXISTING MGBIRNEY LATERAL AND BOISE PROJEGT IRRIGATION DISTRIGT PATHWAYS. 18 SAVE AND PROTEGT EXISTING IRRIGATION EASEMENT AREA. 19 SAVE AND PROTEGT EXISTING PUMP STATION AND IRRIGATION IMPROVEMENTS. O SAVE AND PROTEGT EXISTING IRRIGATION PATHWAY. 21 SAVE AND PROTEGT EXISTING FENGE. ©SHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL 3 AND 4/LI.OG. QPARK AREA ENTRY MONUMENT 516N, SEE DETAIL I AND 2/L1.08. PLANT SCHEDULE DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS 3i AD Acer platanoldes 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H 4 N II 15 AR Acer platanoldee 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H 4 N II 25 AF Acer x freemant 'Jeff5red' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H 4 N II II CID Gedrus deodara 'Aurea' Golden Deodar Gedor 6'-8' Ht. 35-I5H 4 N 10 GG Gerci5 canaden5is Eastern Redbud 2" Gal. 20'-20' H 4 N I II LT Liriodendron tullplfera Tulip Tree 2" Gal. 60'-30' H 4 N III 14 MS Malus x '5pring Snow' Spring Snow Grabapple 2" Gal. 20'-20' H 4 N 1 41 PA Picea abler Norway Spruce 6'-8' Ht. 50'-25' H 4 N 2-7 PG Plcea pungens '6lauca' Golorado Blue Spruce 6'-8' Ht. 60'-20' H 4 N 6 OR Ouercus rubra Red Oak 2" Gal. 50'-35' H 4 N III 2-7 TT Tilia tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45-35 H 4 H II SHRUBS/PERENNIALS/ORNAMENTAL GRASSES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS II GA Galamagro5tls x acutlflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6-2 H 4 N 51 CH Gornu5 alba 'Bailhalo' TM Ivory Halo Dogwood #5 5-5 H 4 N 163 EA Euonyri alatus Ninged Euonymu5 Burning Bush #5 6-6 H 4 N 30 HS Hemerocall15 x 'Stella de Oro' Stella de Oro Doylily #1 2'-2' H 4 H 22 LA Lavandula angu5tifolia 'Hldcote' Hldcote Lavender #2 2-3' H 4 N 224 MA Mahonia agyifollum 'Gompacto' Gompact Oregon Grape #2 3'-4' H 4 W 21-7 PM Pinu5 mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5' H 4 N 150 5J 5plroea japonica 'Goldflame' 6oldflame 5plrea #2 3'-4' H 4 N 85 VB Viburnum x 'Burkwoodll' Burkwood Viburnum #5 8'-6 H 4 N CIO NF Neigela florida 'Dark Horse' Dark Horse Nelgela #2 3'-3' H 4 N Copyright c12021 All rights reserved. Reproduc�on or use in any (orn ,r by any means w fhoul written permission of Breck- Land Design, Inc. is unlawful and subl- to cnminal prosecution. Z O Q Z Co (�' LLj LU or) (.0 L LUCf)Q LU op � � U I Z < Q o- Z 2 Ir QLLj W `W 1 Q 0— 0/— wwU� ` Q Q z LLJ Q Q J QJ r2 CI w C um y NWt,l 0t70i mnw.w7=2CtAf� m �>Rom no°afz� Ja0x �w a Z f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.04 1 12 3 4 5 6 7 8 9 10 1 11 1 12 1 13 14 1 15 1 16 APPROVED 03 ovzz M L K J H .11 clt BI — J - E. QUARTZ CREEK STREET— - - - - - - - s D 6 WF 6 SJ \ . ... . ++ +++ f,� 1 ++ +++++++++++++++++++++ + +f ll + 5 \ + + $ ++ + + WF P6 8 + + w +++++ _ _ + + +++ + + + + + X,- _}- 5 t �+ + c \\ o3 �� �I► i�141 © �_MA �' �PM _ r t 1 s W8" W8" I TERRACE RIDGE DRIVE 8"SS _.���+ + + + + + + + + + l�+ + + + + + . 1 1 / l4J / STARV.' IMPROVE I qq% END 4 ++ + + PA + �+ + + > + ... ....... . + + + �+ 5 +++++++ + + + 8 ++ VB .s. "+ + + + + + + + 4 ? �+ 5 j + + + + + + 3 VB J+ + + + + + \r PG y+ N++.++++++++++ + + �H+ 4z+ NV+++ + + + + + + N ++ ++++ +. off...... + + + + + + AF a' + + + + + 2 �+ . .'+ + + + O + + + AF + + + + + 10 + + + + ...IN + + + + + + + + + + / +++++++ +++ +� �+ + + + + + + + + + + + + + + + + + + + . + + + + + / + + + + + + + + + + 4_ + i + + + + + + + + + + + CPI } / + + + + + + + + + + + +%+ 1 + + + +� + + + + + + + + + + # + 1 17 +++++++ ++ �� + + + + + + + + + + + _ + + + + + + 10 + + + + + + + + + + + + 1+ \ + + + + + + + + + + + + + + + + + + \ \ + + + + + + + + + + 1 .+ + + + + AF 1 ++++++++++++++++ +++++ + + + \\ 1 \ + + + + + + + + + + QR +++++ + CPI + + + + +. + + ++++++++++++ % M_ATCHLINE - SEE SHEET L1.05 y - - - .... fir MATCHLINE SEE SHEET 1.06 1 F L/-X1 V - /-XFAL N 30 0 30 60 90 ■ 5GALE: I"= 50'-0" WEED ABATEMENT NOTES: I. ALL AREAS TO BE PLANTED OR HYDR05EEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDR05EEDING. 2. GONTRAGTOR SHALL SPRAY ALL EXP05ED WEEDS WITH ©ROUND-UPA (GONTAGT HERBIGIDE) OR APPROVED EQUAL. 3. DO NOT HATER FOR AT LEAST SEVEN 0) DAYS. REMOVE EXP05ED HEED5 FROM THE SITE. 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC, IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLU51ON OF THI5 WATERING PERIOD, DISGONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. 5. APPLY SEGOND APPLICATION OF ®ROUI TO ALL EXPOSED HEEDS. APPLY IN 5TRIGT GONFORMANGE WITH MANUFAGTURER'S SPEGIFIGATIONS AND INSTRUGTIONS. DO NOT HATER FOR AT LEAST SEVEN (?) DAYS. REMOVE HEEDS FROM THE SITE. 6. IF ANY EYIDENGE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATION5, GONTRAGTOR SHALL BE DIREGTED TO PERFORM A THIRD APPLICATION. i. AT THE TIME OF PLANTING AND HYDR05EEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. TOPSOIL NOTES I. TOP501L REQUIREMENTS: A5TM D 5268, PH RANGE OF 5.5 TO i, FOUR PERGENT ORGANIC, MATERIAL MINIMUM, FREE OF STONES 1/2 INGH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 2. TOP501L 5OURGE: STRIP EXISTING TOP501L FROM ALL AREAS OF THE 51TE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, 5URFAGE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, ORGANIC, MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOP501L SHALL BE SGREENED TO AGHIEVE THIS REQUIREMENT. 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT AGENCY AND GORES OF THE TESTING A&ENGY'5 FINDIN65 AND REGOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO AGHIEVE SPEGIFIED PH AND ORGANIC, REQUIREMENTS. RE -TEST TOPSOIL PRIOR TO FINAL GOMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLAGED WHILE IN A FROZEN OR MUDDY GONDITION. 4. PLAGE TOP501L IN AREAS HHERE REQUIRED TO OBTAIN THIGKNE55 A5 5GHEDULED. PLAGE TOP501L DURING DRY HEATHER. PROVIDE ADDITIONAL IMPORTED TOP501L REQUIRED TO BRING 5URFAGE TO PROPOSED FINISH GRADE, AS REQUIRED. 5. GOMPAGTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: A. LAWN AREAS: 9 INGHES MINIMUM OR AS NEGE55ARY TO AGHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. B. PLANTER BEDS: IS INGHE5 MINIMUM 6. FINE GRADE TOF501L TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RID6E5 AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I" FOR SEED. i. TOP501L STOCKPILE LOGATION5 TO BE COVERED GOORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE 5TOGKPILED IN PROPOSED IMPERVIOUS AREAS. NO 6RAVEL OR ROCK MATERIALS SHALL BE 5TOGKPILED OR TEMPORARILY PLAGED IN PROPOSED LANDSGAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. GONTRAGTOR SHALL SUBMIT A DETAILED STOGKPILE PLAN TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. AREA 5 I � J � I � I �I T KEY MAP N 500 0 500 1000 1500 ■ 5GALE: I "= 500'-0" 8 1 9 1 10 1 11 LANDSCAPE LEGEND PLANTS TO BE INSTALLED EXISTING PLANTS TO BE REMOVED SAYE AND PROTECT EXISTING PLANTS VISION TRIANGLE -------------------- GUT EDGE AS DETAILED BERM O O 6'-O" WROUGHT IRON FENCE 6-0" VINYL FENGE PROPERTY LINE (VERIFY) — - - - — - - - SEEPAGE BED EASEMENT LANDSCAPE BOULDERS 10 QUANTITY Jg PLANT IDENTIFICATION KEY + + + + TURF 50D OVER + + + + APPROVED TOP 501L A5 ++++++++ SPEGIFIED. MI DEPTH OF 2" MINUS GRUSHED BASALT ROGK MULCH OVER APPROVED TOF501L A5 5PEGIFIED. ® DRY -LAND SEED MIX. SEE SEED MIX NOTES ON SHEET LI.O-7 CALLOUT LEGEND O40' VISION TRIANGLE OZ4' BERM IN GOMBINATION WITH 6HIGH WALL. BERM/WALL GOMBINATION TO ULTIMATELY BE 10' HIGHER THAN EXISTING GENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL /L1.00. BERM AND WALL N015E ABATEMENT BUFFER WILL BE IN GOMPLIANGE WITH ALL OF THE STANDARDS L15TED IN UDC, 11-3H-4D. OPROPOSED 6-0" TALL VINYL FENCE, SEE DETAIL I/LI.06. OPROPOSED 6'-0" TALL WROUGHT IRON FENCE, SEE DETAIL /LI.04. 5 40' X 64' MULTI -SPORT COURT AMENITY. 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). 7 I6WIDE GAZEBO SHADE STRUGTURE AMENITY. $ BOULDER RETAINING HALL IN BERM, SEE DETAIL 3/1-1.08. 9 REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD POWER LINES. 10 IRRIGATION POND. 11 SHAFER VIEW TERRAGE ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/LIA. 12 3' TALL LANDSCAPE BERM 13 5TORMNATER SHALE. 14 SAVE AND PROTECT EXISTING 5TORMWATER SHALE. OAGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT 15 TREES WITHIN 1O' OF AGHD SEEPAGE BED. 16 SAVE AND PROTEGT EXISTING TREE(5) AND TURF AREA, SEE DETAIL I/1-1.03. 17 SAVE AND PROTEGT EXISTING MGBIRNEY LATERAL AND B0I5E PROJECT IRRIGATION DI5TRIGT PATHHAY5. 18 SAVE AND PROTEGT EXISTING IRRIGATION EASEMENT AREA. 19 SAVE AND PROTECT EXISTING PUMP STATION AND RRIGATION IMPROVEMENTS. 101,SAVE AND PROTEGT EXISTING IRRIGATION PATHWAY. 21 SAVE AND PROTEGT EXISTING FENCE. ©SHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL 3 AND 4/LI.Oci. QPARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/LI.08. PLANT SCHEDULE DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS 3i AD Acer platanoldes 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H 6 W II 15 AR Acer platanoldes 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H $ W II 25 AF Acer x freemanll 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H $ W II II CID Gedrus deodara 'Aurea' Golden Deodar Gedar 6-8' Ht. 35-I5 H 6 H 10 GG Gercls canadensls Eastern Redbud 2" Gal. 20'-20' H 8 W I 11 LT Llrlodendron tullpifera Tulip Tree 2" Gal. 60'-30' H 6 W III 14 MS Malus x 'Spring Snow' Spring Snow Grabapple 2" Gal. 20'-20' H 8 H 1 41 PA Picea abler Norway Spruce 6-8' Ht. 50'-25' H $ H 2T PG Picea pungent '61auca' Golorado Blue Spruce 6-8' Ht. 60'-20' H 8 H 6 OR Quercus rubra Red Oak 2" Gal. 50'-35' H 8 W III 27 TT Tilia tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45-35 H $ H 11 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS II GA Galamagrostls x acutlflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6-2 H 8 W 151 GH Cornus alba 'Bailhalo' TM Ivory Halo Dogwood #5 5-5 H $ W 163 EA Euonymus alatus Winged Euonymus Burning Bush #5 6-6 H $ W 30 HS Hemerocallls x Stella de Oro Stella de Oro DayIIIy #1 2'—.2' H $ W 22 LA Lavandula angu5tlfolla 'Hidcote' Hidcote Lavender #2 2-3' H S W 224 MA Mahonla agylfollum 'Gompacta' Gori Oregon Grape #2 3'-4' H d H 21-7 PM Pinu5 mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5 H $ H 150 5J 5plraea Japonica 'Goldflame' 6oldflame 5plrea #2 3'-4' H S W 85 VB Viburnum x 'Burkwoodll' Burkwood Viburnum #5 649' H $ H 90 WF Weigela florida 'Dark Horse' Dark Horse Welgela #2 3'-3' H $ H E� Uri a �a`rn oo;" a mam��� m0 mmN z� = 3 N c Copyright c12021 All nghls,eserved. Reproduc�on or use in any or by any means ih t tten per....... of f Bre kon Land Deag lawful end subject to ,­­1p "t- Z O VJ —I uJ QC\j L M W LLj W or) (.0 LU Cf)W op � � �Z U Z 2 0- Ir WQ LLj W Q 0— Fr < Q W W J)cf) L Q Q Z w Q Q J QJ 2 w C Qmd'w y 9yy gW0��O7j op �� ,,yy =tw70wWZ =t�A� m �>QOm no°a� fzE �30x w 4 )- w f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/ MW DATE: 09/14/2021 SHEET NUMBER L1.05 E 2 3 4 1 5 1 6 1 7 12 13 14 15 16 APPROVED 0102122 zz M L K J H ►11 C B . . . . . .. k!ul )++++ + + + + + + + + + + + + + \ + + + + + + + + + + + 1 + + + + + + + + + + + 1 + + I \ + + + + + + + + CIP- \ ++++++++,++++ % M_ATCHLINE - SEE SHEET L1.05— \ + + + + '+ MATCHLINE - SEE SHEET L1.06 1 +++++++++ t I 18 O o + ++ + + + ++ ; ,Si 1 J J + + + + / 17 + + + + LU w ++++++` i LU w \ + + + + \ W 1 W +++++++ w w 4 LLJ LU + + + + + + Z Z + + + +` 6 J J \ + + + + + + +�� :.P.0. _ _ + + + + + + + + +1�. O UIU \ + + + + + + + + \:::Q.:.:.: + + + + + + + + + ........... 5 + + + + + + + + + \Q EA s 5 <1< + + + + + + + + + +�...:.. :.... PM 5 VB PM + + + + + + + + + + +`:.:.. GH + + + + + + + + + + +`Q+' + + + + + + + + + + + .:.:.:.. a I .. ... ... ...--- ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 18 1 + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� ( + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + \ 1 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 15+ + + + I + + + + + + + + + +15 + + + + + + + + + + + + + + + + + + + + + + + + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + '+ + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , \ I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +:::::: + + + + + + + + + + + + + + + + + + + + _++ _ t 1 ( + + + + + + + + j +_�k_4- r-+-�--�+ + + + + + + + + + + + + + ____ _----- ,ZQ + + + + + + + + + + + + + - - + + + + + + + + + (){j.�� + + + + + + + +; I I + _. EN 4 21 s 21 Q + s 5 VB + .:......:... 5 PM 5 \ I + 1 \ I ® , EA \ \ I 21 19 fi 1 I 1 1 � 1 MA_TC_HLINE - SEE SHEET L1.06 _ _ _ _ I � � MATCHLINE -SEE SHEET L1.07 1 LANDSCAPE PLAN - AREA SIX 30 0 30 60 q0 SCALE: "= 50'-0" EXTRUDED F05T CAP (STANDARD OPTION) 1-1/2" x 5-1/2" BOTTOM RAIL WITH 1.5"X 1.25" GALVANIZED METAL INSERT -7/5" U-GHANNEL REMOVE TOUT ON ONE SIDE OF PANEL TO SIT FLUSH AGAINST P05T 1/8" x 6" TOUN6E AND GROOVE PICKET 1-1/2" x 5-1/2" BOTTOM RAIL WITH 1.5"X 1.25" GALVANIZED METAL INSERT 12" NIDE CONCRETE MOWSTRIP 96" ON CENTER 91" MAXIMUM SPAN N NOTES: -i IIIIIIII ' IIIIII I. REFER TO LAYOUT PLAN FOR MOW STRIP =III= - LOGATIONS.=111 �I I I=1 — II=1 2. SCORE JOINTS a 10' O.G. OR AT EACH POST. iIII=III=111i111= 3. INSTALLATION TO BE COMPLETED IN 32'� ACCORDANCE WITH MANUFACTURER'S F., C32" SPECIFICATIONS. �f 4. MATCH VINYL FENCE TO EXISTING VINYL FENCE ON BERM OF ADJAGENT PROPERTIES i1 VINYL FENCE PANEL HOLD TOP AND BOTTOM RAILS IN PLACE WITH LOCK RING. 12" �tf CONCRETE MON5TRIP CONCRETE FOOTING v SCORE JOINT AT EACH P05T FENCE POST, SET P05T PRIOR TO INSTALLATION OF MON5TRIP PLAN VIEW 5" SQUARE VINYL FENCE P05T WITH GALVANIZED METAL INSERT (TYPICAL) SET FINISH GRADE AS SPECIFIED CONCRETE FOOTING AS SPECIFIED 6" A66REOATE BASE COMPACTED 5UB-0RADE SCALE, 1/2"= I'-O" T KEY MAP N 500 O 500 1000 1500 ■ SCALE: I "= 500'-0" r• — M LANDSCAPE LEGEND PLANTS TO BE INSTALLED EXISTING PLANTS TO BE REMOVED SAVE AND PROTECT EXISTING PLANTS VISION TRIANGLE GUT EDGE AS DETAILED BERM 0 0 6'-O" WROUGHT IRON FENCE 6'-0" VINYL FENCE PROPERTY LINE (VERIFY) — - - - - - — SEEPAGE BED EASEMENT LANDSCAPE BOULDERS 0 QUANTITY Jg PLANT IDENTIFICATION KEY + + + + TURF 50D OVER + + + + APPROVED TOP SOIL AS + + + + SPECIFIED. DEPTH OF 2" MINUS CRUSHED BASALT ROCK M MULCH OVER APPROVED TOP501L AS SPECIFIED. ® DRY -LAND SEED MIX. SEE SEED MIX NOTES ON SHEET LI.O-7 CALLOUT LEGEND (D 40' VISION TRIANGLE O4' BERM IN COMBINATION WITH 6' HI6H WALL. BERM/WALL COMBINATION TO ULTIMATELY BE 1O' HIGHER THAN EXISTING CENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL /1-1.00. BERM AND WALL N015E ABATEMENT BUFFER WILL BE IN COMPLIANCE WITH ALL OF THE STANDARDS LISTED IN UPC, II-3H-4D. OPROPOSED 6-0" TALL VINYL FENCE, SEE DETAIL I/L1.06. PROPOSED 6-0" TALL WROUGHT IRON FENCE, SEE DETAIL II ) I/1-1.04. I 5 40' X 64' MULTI -SPORT COURT AMENITY. 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). 7 I6WIDE GAZEBO SHADE STRUCTURE AMENITY. 8 BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/1-1.08. OREMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD POWER LINES. 1Q IRRI6ATION POND. 11 SHAFER VIEN TERRACE ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/1-1A. 12 3' TALL LANDSCAPE BERM 13 5TORMNATER 5V4ALE. 14 SAVE AND PROTECT EXI5TIN6 5TORMYVATER 5V4ALE. 15 ACHE) 5EEPA&E BED EASEMENT AREA- DO NOT PLANT TREES WITHIN 1O' OF AGHD SEEPAGE BED. 16 SAVE AND PROTECT EXISTING TREES) AND TURF AREA, SEE DETAIL I/1-1.03. 17 SAVE AND PROTECT EXI5TIN6 MGBIRNEY LATERAL AND 5015E PROJEGT IRRIGATION D15TRIGT PATHNAY5. OSAVE AND PROTECT EXI5TIN6 IRRIGATION EASEMENT 18 AREA. 19 SAVE AND PROTECT EXISTING PUMP STATION AND IRRIGATION IMPROVEMENTS. 2O SAVE AND PROTECT EXISTING IRRIGATION PATHV4AY. 21 SAVE AND PROTECT EXISTING FENCE. .Z SHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL 3 AND 4/1-1.0-1. QPARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/L1.08. PLANT SCHEDULE DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS 3i AD Acer platanoides 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H 6 N II 15 AR Acer platanoldes 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H $ N II 25 AF Acer x freemanll 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H $ N II II CID Gedrus deodara 'Aurea' Golden Deodar Cedar 6-8' Ht. 35-I5 H 6 N 10 GG Gercls canadensls Eastern Redbud 2" Gal. 20'-20' H 6 N I 11 LT Llrlodendron tullpifera Tulip Tree 2" Gal. 60'-30' H 6 N III 14 MS Malus x 'Spring Snow' Spring Snow Grabapple 2" Gal. 20'-20' H 6 N 1 41 PA Picea abler Norway Spruce 6-8' Ht. 50'-25' H $ N 2T PG Picea pungent '61auca' Colorado Blue Spruce 6-8' Ht. 60'-20' H 8 N 6 OR Ouercus rubra Red Oak 2" Gal. 50'-35' H 8 N III 27 TT Tilia tomentosa 'Sterling' Sterling Silver Llnden 2" Gal. 45-35 H $ N 11 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS II GA Galamagrostls x acutlflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6-2 H 8 N 151 GH Gornus alba 'Bailhalo' TM Ivory Halo Dogwood #5 5-5 H $ N 163 EA Euonymus alatus Ninged Euonymus Burning Bush #5 6-6 H $ N 30 HS Hemerocall15 x 'Stella de Oro' Stella de Oro Dayllly #1 2'-2' H $ N 22 LA Lavandula angu5tlfolla 'Hidcote' Hidcote Lavender #2 2-3' H S N 224 MA Mahonla agylfollum 'Gompacta' Compact Oregon Grape #2 3'-4' H d N 21-7 PM Pinu5 mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5 H $ N 150 SJ 5plraea Japonica 'Goldflame' 6oldflame 5plrea #2 3'-4' H S N 85 VB Viburnum x 'Burkwoodll' Burkwood Viburnum #5 8'-6 H $ N 90 NF Neigela florida 'Dark Horse' Dark Horse Nelgela #2 3'-3' H $ N Copyright c12021 Allrightsreserved. %prod-, or use in any (o,m or by any means without written penniesion of Beckon Land Deag unlawful and ,,bled fo c,m Ip cA n. Z O VJ _r Q 7 L M W I- LU M � V) (.0LU Q Cf)LU op � 0Z � U Z G I..L W Q LU L1J Fr LJJ W J) � ` Q Q Z LJJ Q Q LL J J r2 V w y 9 C um--00 gWO��O?J op: 1-9 mad>aom a o°Rfz' � Ix - M. w 4 f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.06 1 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 1 11 1 12 1 13 1 14 1 15 1 16 APPROVED 0102122 ...vnafar. .... . M L K J H G 0 0 0 L E F 0 F c 0 0 a E a N L E v w `o 3 3 w Q U N DIn a J C B STORMWATER POND REVEGETATION REQUIREMENTS GENERAL OVERVIEW THESE REQUIREMENTS OUTLINE THE REGOMMENDED GUIDELINES FOR REVEGETATION OF SIDE -SLOPES, BANKS, AND BOTTOMS (EXGLUi SAND INVERT AREAS) OF NEW STORMWATER MANAGEMENT PONDS THROUGHOUT THE JURISDIGTION OF ADA GOUNTY HIGHWAY DISTRIGT (AGHD). THE REGOMMENDATIONS AND REQUIREMENTS DE5GRIBED HERE ARE IN AGGORDANGE WITH THE "ADA GOUNTY HIGHWAY DI5TRIGT 5TORMHATER MANAGEMENT BASIN REVEGETATION GUIDANGE MANUAL" (OGTOBER 201i) IN APPENDIX D. THE FIVE MAIN GOAL5 FOR THE REVEGETATION OF NEW PONDS ARE AE5THETIG5, NOXIOUS WEED AND INVASIVE 5PEGIE5 MANAGEMENT, FIRE HAZARD REDUGTION, WATER QUALITY AND EROSION GONTROL. REFER TO 5EGTION5 OF THE MANUAL AS NOTED IN THESE REQUIREMENT5. GENERAL EARTHNORK ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR GONSTRUGTION. ALL FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETNEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. IF NATURAL TOP501L OGGURS AT VARYING DEPTHS ON THE PROTEGT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND 5TOGKPILED AT DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. 51TE ASSESSMENT GONTRAGTOR SHALL A55E55 THE EXISTING 501L GONDITION5 TO IDENTIFY ANY BARRIERS TO A 5UGGE55FUL ESTABLISHMENT OF THE DESIRED 5PEGIE5 DUE TO CONDITIONS AT THE SITE. REFER TO A5MPRGM 5EGTION 5.5 FOR VISUAL AND FIELD ASSESSMENT 501L GHARAGTERI5TIG5. IF VISUAL ASSESSMENT OF 501L INDIGATE5 ANY UNUSUAL 501L GONDITIONS, THE GONTRAGTOR SHALL HAVE THREE (5) SOIL TE5T5 PERFORMED BY A G2UALIFIED 501L ANALY515 LABORATORY. THESE RESULTS HILL DIRECT THE PREPARATION OF THE 501L FOR THE REVEGETATION AGTIVITIES. GONTRAGTOR SHALL AL50 ASSESS THE EXISTING HYDROLOGIGAL GONDITION5 IF ANY AND THE PROPOSED TOPOGRAPHY OF THE PROPOSED POND. REFER TO A5MPRGM 5EGTION 5.4 AND 5.5 FOR ADDITIONAL INFORMATION AND GONDITION5. 51TE PREPARATION TOPSOIL REQUIREMENTS AND PREPARATION REUSE EXI5TING TOP501L 5TOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOP501L WHEN QUANTITIES ARE IN5UFFIGIENT. TOP501L REQUIREMENT5: A5TM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERGENT ORGANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INGH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. TOP501L SOURGE: STRIP EXISTING TOP501L FROM ALL AREAS OF THE 51TE TO BE DISTURBED. TOP501L SHALL BE FERTILE, FRIABLE, NATURAL LOAM, 5URFAGE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, HEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, OROANIG MATTER LARGER THAN 2 INGHE5 IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE 5GREENED TO AGHIEVE THI5 REQUIREMENT. GONTRAGTOR SHALL HAVE (3) TOP501L SAMPLES TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY AND GENERAL TEXTURE BY A QUALIFIED 501L ANALY515 LABORATORY AND GORES OF THE TESTING A&ENGY'5 FINDINGS AND REGOMMENDATION5 SHALL BE FURNISHED TO THE LANDSGAPE ARGHITEGT'S REPRESENTATIVE BY THE GONTRAGTOR. ALL TOP501L SHALL BE AMENDED TO AGHIEVE 5PEGIFIED PH AND ORGANIG REQUIREMENTS. RE -TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENT5 HAVE BEEN MET. NO TOPSOIL SHALL BE PLAGED NHILE IN A FROZEN OR MUDDY GONDITION. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNE55 AS 5GHEDULED. PLAGE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOP501L REQUIRED TO BRING 5URFAGE TO PROPOSED FINISH GRADE, AS REQUIRED GOMPAGTED TOP501L THIGKNE55 AT THE FOLLOWING AREAS: GRASSES AND FORB5: 6 INGHE5 MINIMUM FINE GRADE TOP501L TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. TOP501L STOCKPILE LOCATIONS TO BE COVERED GOORDINATE HITH EROSION AND SEDIMENT GONTROL PLAN. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOP501L SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROGK MATERIALS SHALL BE 5TOGKPILED OR TEMPORARILY PLAGED IN PROPOSED LANDSCAPE AREAS TO PREVENT LAND5GAPE AREAS FROM BEING GONTAMINATED WITH ROGK MATERIALS. GONTRAGTOR SHALL SUBMIT A DETAILED 5TOGKPILE PLAN TO LANDSCAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. TOPSOIL DISTRIBUTION ONGE THE GENERAL EARTHNORK 15 COMPLETE AND ROUGH GRADING HAS BEEN AGGOMPLI5HED, THE TOP501L SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS A5 5PEGIFIED. WHERE NEEDED, 5LOPE5 SHOULD BE GRADED HITH 5ERRATION TO HOLD TOP501L ADEQUATELY. TOP501L SHOULD BE SPREAD AND LIGHTLY GOMPAGTED UTILIZING A SMALL GLEATED TRAGTOR MOVING PERPENDIGULAR TO THE GONTOUR5 OR ANOTHER METHOD WITH EQUAL GAPABILITY. IT 15 OUR RECOMMENDATION THAT ANY NEGE55ARY MECHANICAL MEANS OF EROSION CONTROL BE IN PLAGE PRIOR TO BEGINNING 51TE DI5TURBANGE. ONGE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE 5URFAGE GRUSTING AND TO FAGILITATE BETTER ROOT PENETRATION, THE 5URFAGE SHOULD BE 51-ARIFIED PRIOR TO 5EEDING GOMP05T ADDITION TO THE TOPSOIL GOMP05T ADDITION RATES HILL BE DEPENDENT ON THE QUALITIES OF THE GOMP05T AND THE QUALITIES OF THE TOPSOIL. GOMP05T APPLICATION RATES SHALL BE DETERMINED BY GON5ULTATION WITH A QUALIFIED RECLAMATION 5PEGIALI5T, AGRIGULTURAL PROFESSIONAL - OR A REPRESENTATIVE OF THE GOMP05T PRODUCER. GONTRAGTOR SHALL HAVE ONE (1) SAMPLE OF THE GOMP05T TESTED BY A QUALIFIED 501L ANALY515 LABORATORY. IF APPLYING GOMP05T, LOOSEN 5URFAGE 501L TO A DEPTH OF AT LEAST 6 INGHE5. PROVIDE NEED ABATEMENT PROGEDURE. APPLY 501L AMENDMENTS AGGORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHE5 OF SOIL. TILL 501L TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY 501L AMENDMENTS DIREGTLY TO 5URFAGE 501L BEFORE LOOSENING. REFER TO A5MPRGM 5EGTION5 4.1.2 AND 4.1.5 FOR ADDITIONAL INFORMATION. PROBLEMATIC, 501L GONDITION5 51TE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR REMEDIATION OF PROBLEMATIC, 501L GONDITION5 5UGH AS GOMPAGTION OR NUTRIENT EXGES5E5 OR DEFIGIENGIE5. SEE A5MPRGM 5EGTION 4.2 FOR ADDITIONAL REQUIREMENT5. NEED ABATEMENT ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE HEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR SEEDING. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND -UP (GONTAGT HERBIGIDE) OR APPROVED EQUAL. DO NOT HATER FOR AT LEAST SEVEN (i) DAYS. REMOVE EXPOSED NEEDS FROM THE SITE. GONTRAGTOR SHALL OPERATE THE AUTOMATIG IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS NATERING PERIOD, DI5GONTINUE HATERING FOR THREE TO FIVE (3-5) DAYS. APPLY 5EGOND APPLICATION OF ROUND -UP TO ALL EXF05ED NEEDS. APPLY IN 5TRIGT GONFORMANGE HITH MANUFAGTURER'S SPEGIFIGATION5 AND INSTRUGTION5. DO NOT WATER FOR AT LEAST SEVEN (i) DAYS. REMOVE NEEDS FROM THE SITE. IF ANY EVIDENGE OF NEED GERMINATION EXISTS AFTER THO (2) APPLIGATION5, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLIGATION. AT THE TIME OF PLANTING AND SEEDING, ALL PLANTING AREAS SHALL BE NEED FREE. SEEDING THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXEGUTION FOR SEEDING. REGOMMENDED SEED MIX FOR USE IN UPLAND AREAS KITH HELL -DRAINED SOILS. PERGENT OF POUNDS PER LIVE PURE LIVE COMMON NAME BOTANIGAL NAME SEED PER AGRE SEED IN MIX BLUEBUNGH NHEATGRASS Pseudoroegnerla oplcata 3.7 20 IDAHO FE5GUE Fectuca Idahoensls O.q 15 INDIAN RIGEGRA55 Achnatherum hymenoide5 2.8 15 NEEDLE -AND -THREAD Hesperootipa comata 0.2 1 PRAIRIE JUNE6RA55 Koelerla macrantha 0.1 10 THIGK5PIKE NHEATGRA55 Elymu5 Ianceolatus 2.5 15 SAND DROPSEED Sporobolus cryptandruo O.O� 14 SANDBERG BLUEGRASS Poa 5ecunda 0_2 10 TOTAL 10.41 100 FIBER MULGH MATERIAL GRON NUTRIBASE FROM OUATTRO ENVIRONMENTAL, A GOMP05TED POULTRY BASED MULGH MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 L55. PER ACRE. ORGANIG 501L AMENDMENT GRON NUTRIB005T FROM G2UATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GALLONS PER AGRE. TAGKIFIER MULGH TAGKIFIER 501L STABILIZER - EGOLOGY GONTROL5 M-BINDER. TAGKIFIER APPLIED AT THE RATE OF 80 LB5. PER AGRE. GRANITE SEED 16gi NEST 2100 NORTH P.O. BOX Ili LEHI, UTAH 84045 1-800-768-4433 (OR APPROVED EQUAL) DRILL 5EEDING DRILL 5EEDIN6 15 REGOMMENDED IN THE UPLAND AREAS WITH SLOPES LE55 THAN 5: 1. SEED DEPOSITION SHOULD BE CALIBRATED TO A DEPTH OF 0.25 TO 0.5 INGH. FULL SIZE OR GOMPAGT RANGELAND DRILLS ARE REGOMMENDED. DEPENDING ON SIZE, DRILLS GAN BE PULLED BY TRAGTOR OR ALL -TERRAIN VEHIGLE. DRILL 5EEDING SHOULD FOLLOW GONTOUR5 IN TOPOGRAPHY TO MINIMIZE EROSION POTENTIAL. GONTRAGTOR15 OPTION TO DRILL SEED OR HYDR05EED UPLAND AREAS. HYDR05EEDING MIX 5PEGIFIED SEED AND ORGANIG 501L AMENDMENT IN HATER PER MANUFACTURER'S REGOMMENDATION5. APPLY SEEDED SLURRY EVENLY IN THO INTER5EGTION DIREGTION5. DO NOT HYDROSEED AREA IN EXGE55 OF THAT WHIGH GAN BE MULGHED ON SAME DAY. KEEP OFF ROADS, NALK5, 5TRUGTURE5 AND AREAS NOT TO BE SEEDED. GLEAN UP THESE AREAS. AFTER HYDROSEEDING IN UPLAND AREAS TRAGK IN SEED USING A GLEATED GRAWLER WITH TRAGK MARKS PERPENDIGULAR TO THE SLOPE. AFTER TRAGKED, MULGH SLOPE KITH 2O00 L55. PER AGRE OF FERTILE -FIBER MULGH MATERIAL AND 80 L55. PER AGRE OF TAGKIFIER AFTER HYDROSEEDING IN WETLAND AREAS, DO NOT TRACK IN SEED USING A GLEATED GRAWLER. AFTER SEEDING, MULGH AREA KITH 2O00 L55. PER AGRE OF FERTILE -FIBER MULGH MATERIAL AND 80 LB5. PER AGRE OF TAGKIFIER. SEEDING TIME THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETNEEN MID SEPTEMBER AND MID OGTOBER. IF 5EEDING 15 APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION 15 NOT REALIZED PRIOR TO FALL DORMANGY, THEN RE5EEDING SHALL BE APPLIED IN EARLY SPRING, AS SOON AS SOIL 15 NORKABLE (NOT MUDDY) BETNEEN MARGH AND MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM HEATHER GONDITION5 FOR SEED GERMINATION AND SEEDLING SURVIVAL RATE. 5EEDING AFTER NOVEMBER 20, 'DORMANT SEEDING' INSURES THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING HINTER TEMPERATURES AND SEED 514OULD BE IN PLAGE FOR THE EARLY 5PRING RAINS. TEMPORARY SUPPLEMENTAL IRRIGATION THE GONTRAGTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE IMMEDIATE VEGETATION ESTABLISHMENT 15 DESIRED, SUGH AS HIGHLY VISIBLE SITES OR EROSION PRONE AREAS OR WHERE IT MAY BE NEGE55ARY FOR SEEDLING ESTABLISHMENT. SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN -GROUND SPRINKLER IRRIGATION SYSTEM. IT 15 RECOMMENDED THAT, IF USED, THE IRRIGATION BE GONTINUED FOR AT LEAST THO (2) SEASONS. SEE IRRIGATION PLANS. GENERAL MAINTENANGE AND MONITORING THE GONTRAGTOR SHALL MAINTAIN THE 51TE FOLLOWING REVEGETATION FOR THE PERIOD OF TNO (2) YEARS. THI5 INGLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, LITTER GONTROL, WEED GONTROL AND MOWING OF TALL GRASSES AT THE DISGRETION OF AGHD STAFF. MOVING SHOULD ONLY BE PERFORMED WHERE FOR55, SHRUBS AND TREES ARE NOT PLANTED. SITES SHALL BE VISITED EVERY TNO (2) WEEK5 FOR MONITORING AND ASSESSING THE SEEDING SUGGE55. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OGGUR SEVERAL TIMES OVER THE THE NEXT TNO (2) GROWING SEASONS FOLLOWING THE REVEGETATION PROJECT. VISUAL ASSESSMENTS SHALL INGLUDE ESTIMATIONS OF VEGATATIVE GOVER AND ESTABLISHMENT, VEGETATION 5PEGIE5 GOMP05ITION, 501L CONDITIONS AND HYDROLOGIGAL CONDITIONS. VISUAL ASSESSMENT HILL IDENTIFY PROBLEM AREAS NHERE REVEGETATION AND SITE PREPARATION EFFORTS HILL BE REQUIRED. SITES SHOULD BE MONITORED FOR PRE5ENGE OF NOXIOUS NEEDS AND INVASIVE 5PEGIE5. REAPPLY HERBIGIDE AS NEEDED FOLLOWING MANUFAGTURER'S GUIDELINES AND MAINTENANGE PERSONNEL EXPERTISE. OTHER P05T-MONITIORING METHODS ARE DESCRIBED IN A5MPRGM 5EGTION 8 AND SHOULD BE FOLLOWED. RESEEDING EFFORTS SHALL FOLLOW THE 5PEGIFIED SEED MIXE5 FOR THE PROTEGT ALONG WITH REGOMMENDATION5 FROM A5MPRGM 5EGTION 6. TREE MITIGATION: PER THE MEETING HITH THE MERIDIAN GITY ARBORI5T, MATT PERKINS, THE EXISTING TREES TO BE REMOVED FROM THE SITE. NHIGH REQUIRE MITIGATION. ARE AS FOLLOV45: ONE (1) PINE TREE AT 8" GALIPER ONE (1) PINE TREE AT 12" GALIPER ONE (1) 5PRUGE TREE AT 10" GALIPER ONE (1) 5PRUGE TREE AT 12" GALIPER ONE (1) PLUM TREE AT I6" GALIPER ONE (1) PLUM TREE AT IT" GALIPER TOTAL GALIPER INGHE5 REQUIRED FOR MITIGATION = -75 GALIPER INGHE5 THE METHOD FOR MITIGATION HILL BE TO PLANT 38 TREES (AT 2" GALIPER) IN THE PARKWAY LANDSCAPE STRIPS ALONG LOCAL ROADS. 38 TREES AT 2" GALIPER EACH, EQUAL-5 i6" GALIPER, WHIGH SATISFIES THE MITIGATION REQUIREMENT5. _MA_TC_HLINE SEE SHEET L1.06 MATCHLINE SEE SHEET L1.07 lw Li 30 O 30 60 q0 ■ SCALE: I"= 50'-0" CALLOUT LEGEND O40' VISION TRIANGLE O4' BERM IN COMBINATION WITH 6HIGH WALL. BERM/WALL COMBINATION TO ULTIMATELY BE 1O' HIGHER THAN EXISTING GENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL I/LI.00. BERM AND WALL NOISE ABATEMENT BUFFER WILL BE IN GOMPLIANGE WITH ALL OF THE STANDARDS LISTED IN UDC, II-3H-4D. OPROPOSED 6-0" TALL VINYL FENCE, SEE DETAIL I/LI.O6. (DPROPOSED 6-O" TALL WROUGHT IRON FENCE, SEE DETAIL /L 1.04. 55 40' X 64' MULTI -SPORT GOURT AMENITY. 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). ] I6WIDE GAZEBO SHADE 5TRUGTURE AMENITY. 8 BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/LI.08. OREMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD POWER LINES. 10 IRRIGATION POND. 11 SHAFER VIEW TERRAGE ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/Ll.q. 12 5- TALL LAND5GAPE BERM 13 5TORMNATER SHALE. 14 SAVE AND PROTEGT EXISTING 5TORMHATER SHALE. 15 AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT TREES WITHIN 1O' OF AGHD SEEPAGE BED. 16 SAVE AND PROTEGT EXISTING TREE(5) AND TURF AREA, SEE DETAIL I/L1.03. 17 SAVE AND PROTEGT EXISTING MGBIRNEY LATERAL AND B015E PROTEGT IRRIGATION DI5TRIGT PATHNAY5. 18 SAVE AND PROTEGT EXISTING IRRIGATION EASEMENT AREA. 19 SAVE AND PROTEGT EXISTING PUMP STATION AND IRRIGATION IMPROVEMENTS. 2O SAVE AND PROTECT EXISTING IRRIGATION PATHWAY. 21 SAVE AND PROTECT EXISTING FENGE. QSHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL 3 AND 4/LI.Oq. QPARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/LI.08. LANDSCAPE LEGEND • PLANTS TO BE INSTALLED EXISTING PLANTS TO BE REMOVED SAVE AND PROTEGT EXISTING PLANTS V15ION TRIANGLE __________ GUT EDGE AS DETAILED BERM 6-O" HROUGHT IRON FENGE 6-O" VINYL FENGE PROPERTY LINE (VERIFY) - - - - - - - - - - SEEPAGE BED EASEMENT LANDSCAPE BOULDERS 0 GiUANTITY JB PLANT IDENTIFIGATION KEY + + + + TURF 50D OVER + + + + APPROVED TOP 501L AS ++++++++ 5PEGIFIED. 3" DEPTH OF 2" MINUS GRUSHED BASALT ROGK MULGH OVER APPROVED TOPSOIL AS 5PEGIFIED. DRY -LAND SEED MIX. SEE SEED ® MIX NOTES ON SHEET LI.O-7 T KEY MAP N 500 O 500 1000 1500 ■ 5GALE: I "= 500'-0" Copyright c12021 All rightsreserved. %produ , or use in any loan or by any means without written perrni .- of Br.ak Land Design, Ina ie unlawful and subject to nnm�nal prnsenwian Z O V J V ) Q Z co N UJ LJJ 5 rD .I- G W op � � 0- L 2 WQ W � Q 0 ui ui CD C) U- J J 2 CI QWd'W y 9 gWO��O?J r\\ wm a 00 OF /1- 9 �a_FYC6' m u>Rom ao0. zE JQu �w a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.07 5 6 7 8 t9 10 IN 12 13 14 15 16 APPROVED 03 ovzz M L K J H DIn Q J C B TERRACE RIDGE DRIVE 7'(L)x20"(W)x5"(H - PEAK) CUSTOM PREGA5T CONCRETE PEAKED GAP BY IDAHO PREGA5T www.idahopreca5t.com 461-6300) OR APPROVED EQUAL 64"X24" STEEL SIGN BY SIGN GONTRAGTOR. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. STONE VENEER BY ELDORADO STONE, STYLE TO BE COUNTRY RUBBLE IN WESTERN PROFILE-CAPRI www.eldoradostone.com OR APPROVED EQUAL FINISH GRADE PER PLANS WHEN PRESENT: BUD - POINT (A MINOR CROOK IN THE TRUNK JUST ABOVE THE " GMU BLOCK SOIL LINE) TO BE URROUND APPROXIMATELY I Y2' ABOVE THE SOIL LINE SOIL LINE M1 VERT. DOWEL (P 4" O.G. N HI6HE5T ROOT SHALL BE 2" MAXIMUM BELOW 501L LINE. #4 HORIZONTAL UTILIZE SOIL/ROOT DP AND BOTTOM PROBE AROUND ND MID -HEIGHT TRUNK (APPROX"-2" AWAY FROM TRUNK) TO LOGATE HI6HE5T ROOTS. ••� HORIZ. ®12" O.G. EAGH WAY. PARK AREA MONUMENT SIGN SECTION 7'(L)x20"(l^)x5"(H - PEAK) GUSTOM PREGA5T CONCRETE PEAKED GAP BY IDAHO PRECAST www.ldahoprecast.com (208-461-6300) OR APPROVED EQUAL 6" AND 8" HEIGHT STEEL SIGN LETTERING BY SIGN GONTRAGTOR. SUBMIT SHOP DRAWIN65 FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. STONE VENEER BY ELDORADO STONE, STYLE TO BE GOUNTRY RUBBLE IN WESTERN PROFILE-GAPRI www.eldoradootone.com OR APPROVED EQUAL FINISH GRADE PER PLANS 5c.a1e: 1/2"= I'-0" ,4„ 6" 5'-4„ 6„ 4'f i SHAFER VIEW TERRACE00 DIAMETER 5, A5 REQUIRED TO DESIRED HEIGHT, PER PLANS T 5U55RADE UNDER AS REQUIRED 'BADE PER PLANS DIAMETER AS SPEGIFIED, PER PLANS T SUB6RADE DULDER AS ;-'APE PER NU I t5: I. NOTIFY LANDSGAPE ARGHITEGT WHEN PLAGING BOULDERS FOR APPROVAL. 2. PLAGE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. 3. GLEAN BOULDERS OF DIRT AND L005E DEBRIS. 4. WHEN PLAGING BOULDERS, BURY Y4 TOY. OF BOULDER BELOW FIN15H GRADE. 5. DO NOT 51-AR OR DAMAGE BOULDERS. 6. WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF (6), (2) WILL BE LARGE, (2) WILL BE MEDIUM, AND (2) WILL BE SMALL) T. WHEN REQUIRED WALL HEIGHT EXGEEDS THAT OF A SINGLE BOULDER, SET THE BASE GOUR5E WITH THE LARGEST SIZED BOULDERS. GON5EGUTIVE GOUR5E5 ARE TO BE BUILT UP WITH PRO6RE551VELY SMALLER BOULDERS. 1 BOULDER INSTALLATION IN RETAINING WALL NOT TO ROOT FLARE/COLLAR (SWELLING AT SOIL LINE WHERE STEM TISSUE TRANSITIONS INTO ROOT TISSUE) TO BE AT SOIL LINE. ROOT PROBE D DP VETIING WIND \ REMOVE DEAD/DAMAGED BRANGHE5 AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE _ LANDSCAPE ARGHITEGT) SHALL BE REMOVED AND REPLAGED. DO NOT REMOVE MAIN LEADER!! RUBBER GINGH TIE 2"x 2" WOOD STAKE (LENGTH AS REQUIRED) -DO NOT PENETRATE ROOTBALL. SEE NOTE I. SET STAKES O PARALLEL TO PREVAILING WIND. z 0 0 REMOVE TREE WRAP TRUNK PROTECTION, AFTER INSTALLATION Ll 0 GONSTRUGT 2" EARTH BERM AT EDGE w OF ROOTBALL, FILL TREE RING W/ Cn m MULGH, AS SPEGIFIED. 0 ~ 3" THIGK MULGH LAYER, KEEP MULGH 3" AWAY FROM TRUNK REMOVE BURLAP, TWINE, AND WIRE ALI, - FINISH GRADE BASKET FROM TOP �w OF FOOTBALL,A�V�� :�V� VV/�� ��/� '� GOMMERGIAL SLOW RELEASE - ✓ / -� FERTILIZER TABLETS REMOVE ALL NAILS, ¢ w �/jam,- jam// j= j�// j TIES, AND PLASTIC �� �� �% FROM ROOTBALL. IF -III= - - SIDES OF HOLE ROUGH 4 UNEVEN SYNTHETIC- BURLAP 15 UTILIZED TO WRAP BAGKFILL WITH APPROVED TOP501L THE ROOTBALL, IT -III =III=III=III ICI=III AND 501L AMENDMENTS AS SHALL BE IlII III=I -III- SPEGIFIED. BAGKFILL IN 6" LIFTS, "I - COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EAGH LAYER, TAMP REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL BIODEGRADABLE 5' MIN. DIA. 501L EVEN W/ TOP OF ROOTBALL, BURLAP SHALL BE TREE RING DO NOT OVER GOMPAGTII LEFT ON THE BOTTOM OF THE ROOTBALL. SET ROOTBALL ON NATIVE, NOTEDUNDISTURBED SOIL I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN 5TRAI6HT FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL GOMPLETION WHIGHEVER 15 GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LAGK OF GLARITY ON THE DRAWINGS, THE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT BEFORE PROGEEDIN6. 3. LANDSGAPE GONTRAGTOR 15 TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES U51NG EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SEGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT 5LIPPA6E. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. -7. FOR TREES LOGATED WITHIN ROADSIDE PLANTERS LE55 THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT #24-2 OR APPROVED EQUAU. LOCATE ROOT BARRIER AT BAGK OF GUI AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A&ENGY APPROVAL REQUIREMENTS, GONTRAGTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. TION uA DECIDUOUS TREE PLANTING 56a1e: 1/2"= I'-0" \,T NOT TO 5,-ALE WHEN PRESENT: BUD POINT (A MINOR ROOT FLARE/GOLLAR (SWELLING AT CROOK IN THE TRUNK 501L LINE WHERE STEM T155UE JUST ABOVE THE SOIL LINE) TO BE TRANSITIONS INTO ROOT TISSUE) TO APPROXIMATELY I Y2" BE AT SOIL LINE. PREVAILING WIND ABOVE THE 501L ROOT PROBE DIREGTION LINE SOIL LIN iv REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED '}� a TREES (AS DETERMINED BY THE HIGHEST ROOT SHALL'; • LANDSGAPE ARGHITEGT) SHALL BE REMOVED AND REPLAGED. DO NOT BE 2" MAXIMUM P� = REMOVE MAIN LEADERII BELOW SOIL LINE.' UTILIZE 501L/ROOT ��. t�{r RUBBER GINGH TIE PROBE AROUNDA">n R TRUNK (APPROX "-2"=ff gas { 2"x 2" WOOD STAKE (LENGTH AS TO LOGATE HIGHEST AWAY FROM TRUNK)�ePFOTEGTION, �u`^�i� r'��tFOOTBALL. REQUIRED)-DO NOT PENETRATE SEE NOTE I. SET STAKES ROOTS. �; ;,`PARALLEL TO PREVAILING WIND. u N REMOVE TREE WRAP TRUNK _ AFTER INSTALLATION REMOVE BURLAP, r�„, rl rr- rnm ` d GON5TRUGT 2" EARTH BERM AT EDGE TWINE, AND WIRE BASKET FROM TOP 3'��arss°T=p OF FOOTBALL, FILL TREE RING W MULGH, AS SPEGIFIED. OF FOOTBALL, REMOVE ALL NAILS, w w w+�fs•� O3" ��rt�r ow THICK MULCH LAYER, KEEP MULGH TIES, AND PLASTIC N w O a �3" AWAY FROM TRUNK. FROM FOOTBALL. IF N SYNTHETIC BURLAP IS o - -_ FINISH GRADE UTILIZED TO WRAP /,; / - .= COMMERCIAL SLOW RELEASE THE ROOTBALL, IT - /��%'. / /�� �/ - SHALL BE a w ��% �/jY� ��/j=� // /�%'%/j FERTILIZER TABLETS GOMPLETELY vwjA'` REMOVED. ONLY -III -A �- - - SIDES OF HOLE ROUGH 8 UNEVEN BIODEGRADABLE� , �'-111=' BAGKFILL WITH APPROVED TOPSOIL BURLAP SHALL BE III -III. —III— III -III -I AND SOIL AMENDMENTS AS LEFT E THE BOTTOM =III -III= = I I-1' SPEGIFIED. BAGKFILL IN 6" LIFTS, OF THE FOOTBALL. � � ITI I j t— - WIDTH WIDTH WIDTH WIDTH WIDTH WATER EAGH LAYER, TAMP OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL SOIL EVEN W/ TOP OF ROOTBALL, 5' MIN. DIA. TREE RING DO NOT OVER COMPACT!! SET ROOTBALL ON NATIVE, NOTES: UNDISTURBED 501L I. THE STAKING OF TREES 15 TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR 15 RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED 5TRAIGHT AND THAT THEY REMAIN 5TRAIGHT FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL GOMPLETION WHIGH EVER 15 GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LAGK OF GLARTY ON THE DRAWINGS, THE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT BEFORE PROGEEDIN6. 3. LANDSGAPE GONTRAGTOR 15 TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES U51NG EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. 5EGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE ARGHITEGT oul l7 Nu m^ 10 'm s E .E m 3 m m E. m =re m 0� �mN w _ n p o z 3 m c a m Copyright c12021 Allrightsreserved. Repr,du , or use in any (ort. or by any means without written pert........f Br.lk Land Design, Inc. is unlawful and.,bled fo a.m­l pr.s A.. 1 z Z O 5w G VJ V LL m w J L z C/)� �w LU oo 0 U Q-0-Q I..L 7 0- Z Ir w Q Lu I z 0 0 >� QJ ww 00- Q w Z w J LLB U V / 00 r2 V J w CI Q�d'W y 9yy gW0��O7j RPM wmaut7°F �� ,,yy w tw•f t�7 w = t�A m °>Rom no°aEZE Jammu �w a?iw f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.08 E 2 3 4 5 6 r7 8 10 T 12 13 14 15 16 APPROVED 0102,22 1'-2" 4' 1'-2„ 72„ 72„ y2„ P-„ 72" .—o—r ono—t 2' t4",. 1'-8" t4",- 2' M I CHARCOAL COLOR TIMBER 'PERGOLA' 5TRUGTURE 34"x34"x2" 50NORA5TONE FLAT WALL GAP (GOLUMW FROM 5TEP5TONE, ING. www.stepstonedealer.com OR APPROVED EQUAL 15'x20"x2" 5ONORA5TONE FLAT WALL GAP (CENTRAL WALL) FROM STEPSTONE, ING. www.5tep5tonedealer.Gom OR APPROVED EQUAL. PROVIDE 'UNDERLI6HTIN6 FROM GAP DONN ONTO L SIGN. STONE VENEER BY ELDORADO STONE, STYLE TO BE COUNTRY RUBBLE (POLERMO) www.eldoradostone.com OR APPROVED EQUAL 14'x4' STEEL SIGN BY SIGN CONTRACTOR. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FINISH GRADE SURFACE, (BERM) PER PLANS #5 REBAR ® 6" O.G. K (2) #5 REBAR a 24" O.G. FINISH GRADE PER PLANS DURABIT EF REO HATER PROOF MEMBRANE FROM HRIMGO (OR EQUAL) Imm MINIMUM THIGKNESS WRAP 2" HASHED DRAIN ROCK HTH TYPAR 3201 FILTER FABRIC, 4" PERFORATED ADS N-12 DRAIN PIPE (6) #4 REBAR CONTINUOUS J #5 REBAR a b" O.G. 6" DEEP BASE COURSE AS 5PE6IFIED GOMPAGTED SUBGRADE A SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION Scale- 3/4"= t'-O' H Q G 151 50NORA5TONE FLAT NALL GAP FROM o 5TEP5TONE, ING. www.step5tonedealer.com OR `o APPROVED EQUAL. STONE VENEER BY ELDORADO STONE, STYLE TO 0 BE GOUNTRY RUBBLE (POLERMO) www.eldoradostone.com OR APPROVED EGEUAL 0 14'1 SIGN BY SIGN GONTRAGTOR. SUBMIT SHOP DRANIN65 FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. E F > 0 #5 REBAR a 5" O.G. z 0 (2) #5 REBAR (924" O.G. F FINISH GRADE 5URFAGE, (BERM) PER PLANS o GAP TO MATCH OTHER MONUMENT 516N GAP o a ABOVE. PLANTER MADE OF REGYGLED GMU BLOGK5 FROM E 0) EXISTING SIGN/SITE. PLAGE EXISTING UPLIGHTING IN THI5 PLANTER. E o FINISH GRADE PER PLANS DURABIT EF REO HATER PROOF MEMBRANE FROM HRIMGO (OR EQUAL) Imm MINIMUM THIGKNE55 v m WRAP 2" WASHED DRAIN ROGK NTH TYPAR 3201 Q FILTER FABRIC, rn 4" PERFORATED ADS N-12 DRAIN PIPE 3 w (6) #4 REBAR CONTINUOUS 2 `r U #5 REBAR ® 5" O.G. N p fl z 6" DEEP BASE COURSE AS SPEGIFIED Q J GOMPAGTED 5UB6RADE C B 3 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION GHARGOAL COLOR TIMBER 'PERGOLA' STRUCTURE 15'xlb"x2" SONORASTONE FLAT WALL GAP FROM 5TEP5TONE, ING. www.5tep5tonedealer.com OR APPROVED EQUAL. PROVIDE 'UNDERLIGHTING' FROM GAP DOWN ONTO SIGN. 34"x34"x2" 5ONORA5TONE FLAT MALL GAP FROM STEPSTONE, INC. www.stepstonedealer.com OR APPROVED EQUAL STONE VENEER BY ELDORADO STONE, COUNTRY \ STYLE TO BE COUNTRY RUBBLE (POLERMO) www.eldoradostone.com OR APPROVED EQUAL 14" AND 20" STEEL SIGN LETTERING BY SIGN GONTRAGTOR. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36"* LANDSCAPE BOULDERS FINISH GRADE PER PLANS 18'-2" x 12" x 2" 5ONORA5TONE FLAT HALL GAP FROM STEPSTONE, ING. www.stepstonedealer.com OR APPROVED EQUAL STONE VENEER BY ELDORADO STONE, STYLE TO BE COUNTRY RUBBLE (POLERMO) www.eldorado5tone.com OR APPROVED EQUAL 14" AND 20" STEEL SIGN LETTERIN6 BY SIGN GONTRAGTOR. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36" f LAND5GAPE BOULDERS GAP TO MATCH OTHER MONUMENT SIGN GAP ABOVE. PLANTER MADE OF REGYGLED GMU BLOCKS FROM EXISTING SIGN/SITE. PLACE EXISTING UPLI6HTIN6 IN THI5 PLANTER. FINISH GRADE PER PLANS 20' 2 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION Scales I/2'= I'-O' 1 S'-4" 66' 6' 4 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION State: 1/2..- t'-O" 0 Copyright c12021 All rights reserved. Reproduc�on or use in any (orn or by any means without wrilfen permission of Breck- Land Design, Inc. is unlawful eld subject to ,ri,—1 prosecution. z 0 V �/ U > �/] m Lu U) r�� ICJ/ V/ w 00 0 Lu Q rr U p 0— W Ir z 2 LU U 0 0— C J _ w wU zz > 0J rY z W Q LL J v / C 1%0z y 9 4120 li.z r�\ w1140'or m �>QOm no°Qfz� JQ�u �W azyW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L1.09 1 1 2 1 3 4 5 6 7 1 8 10 HE 12 13 14 15 16 PROJECT DESCRIPTION ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102,22 DISCLAIMER: THESE 51TE DI5TURBANGE PLANS HAVE BEEN PREPARED FOR THE GONTRAGTOR/ OWNER IN FULL COMPLIANCE WITH THE GOVERNING AUTHORITY'S SITE DISTURBANCE ORDINANGE. THE REQUIRED REGULATORY ITEMS HAVE BEEN INCORPORATED INTO THIS PARTIGULAR PROJECT IN GOOD FAITH. BREGKON LAND DESIGN, ING. CAN NOT BE HELD RESPONSIBLE FOR INAGGURATE BASE INFORMATION PROVIDED BY OTHERS, UNAGGEPTABLE GON5TRUGTION METHODS, OR SITE MODIFIGATION5 MADE WITHOUT GONSULTIN6 BREGKON LAND DE516N, ING. ALL LIABILITY WILL BE A55UMED BY THE OWNER/GONTRAGTOR IF A FINAL IN5PEGTION OF THE PROJEGT HAS NOT BEEN PERFORMED BY BREGKON LAND DE516N, INC. AND IDENTIFIED DEFICIENGIE5 GORREGTED BY THE GONTRAGTOR/OWNER. THE GONTRAGTOR IS 5PEGIFIGALLY GAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON REGORD5 OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON AS BEING EXAGT OR COMPLETE. THE GONTRAGTOR MUST GALL THE LOCAL UTILITY LOCATION GENTER AT LEAST 48 HOURS BEFORE ANY EXGAVATION TO REQUEST EXAGT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO RELOGATE ALL EXISTING UTILITIES WHIGH GONFLIGT WITH THE PROPOSED IMPROVEMENTS 5HOWN ON THE PLANS. L 11 J I A. PURPOSE CONSTRUCT A RESIDENTIAL SUBDIVISION AND ALL ASSOGIATED 51TE IMPROVEMENTS AS SHOWN ON THE 51TE CON5TRUGTION PLANS PREPARED BY BREGKON LAND DESIGN, ING. B. LOCATION GENERALLY, THE SUBJECT PROPERTY 15 LOCATED ON THE EAST 51DE OF 5. MERIDIAN ROAD AND ON THE SOUTH 51DE OF E. QUARTZ CREEK 5T. IN MERIDIAN, IDAHO. THE PROPERTY 15 51TUATED IN A PORTION OF LOT 4, BLOCK I, SHAFER VIEW ESTATES SUBDIVISION, BOOK 54, PA6E5 g403-1404, RECORDS OF ADA GOUNTY, IDAHO, LYING IN THE THE NORTH 1/2 OF THE SOUTHWEST 1/4 AND WEST 1/2 OF SEGTION 51, TOWNSHIP 3 NORTH, RANGE I EAST, BOISE MERIDIAN, ADA GOUNTY, IDAHO. G. SITE DESGRIPTION AND DRAINAGE CURRENTLY THE 51TE 15 FARMLAND AND A55OGIATED 5TRUGTURES. THE 51TE 15 GENTLY SLOPED NORTH AND NORTHEAST, RANGING BETWEEN 2% AND 10%. THE SITE 15 BORDERED BY S. MERIDIAN RD TO THE WEST, THE MGBIRNEY CANAL TO THE SOUTH, FUTURE RESIDENTIAL TO THE NORTH, A DRAINAGE DITGH TO THE NORTHEAST AND FARMLAND TO THE EAST. 1. EXISTING DRAINAGE DRAINAGE IS FLOWS TO THE NORTH AND INTO A WASTE DITGH ON THE NORTHEAST OF THE PROPERTY. THE LIGHTLY VEGETATED, SOIL ALLOWS M05T STORM WATER TO PERGOLATE INTO DEEPER, FREE DRAINING SOILS. RUNOFF THAT DOES DEVELOP 15 GAPTURED BY EXISTING DRAINAGE DITGHE5 LOGATED AT THE EAST AND WE5T PROPERTY LINE. r , a 14 17 I I I o I 16 I 15 I O N / � a � U � / a a m D a U uj w J 0 N 0 0 A r4*VEROSION & SEDIMENT CONTROL PLAN Q N 50 0 50 100 150 ■ 5GALE: I"= 50'-0" 1 2 3 4 5 O 2. DRAINAGE DURING GON5TRUGTION DRAINAGE WILL BE GONTAINED ON SITE. EXISTING VEGETATION WILL BE PRESERVED TO THE EXTENT PRAGTIGAL TO HELP PREVENT EROSION. SILT FENGE WILL BE INSTALLED ALONG PORTIONS OF THE SOUTHERLY PROPERTY BOUNDARY TO PREVENT RUNOFF ONTO ADJAGENT PROPERTIES. DROP INLET INSERTS AND GRAVEL BAGS OR FIBER ROLLS WILL BE INSTALLED IN ALL EXI5TING AND PROPOSED GATGH BA51N5. 3. P05T GONSTRUGTION ALL TREATMENT AND RETENTION OF STORM WATER WILL GONTINUE ON SITE. STORM WATER WILL BE ROUTED OVERLAND VIA GURB AND GUTTER TO GURB INLETS WHERE IT WILL BE RELEASED AND TREATED DRAINAGE 5WALE5. A LE55ER PORTION OF STORM WATER (THAT WHIGH FALLS DIREGTLY ON LANDSGAPED AREAS) WILL BE ALLOWED TO PERCOLATE DIREGTLY INTO THE GROUND. ALL STORM WATER RETENTION AND TREATMENT DEVIGE5 ARE DESIGNED TO HAVE A MINIMUM OF 3-FEET OF SEPARATION BETWEEN THEM AND THE SEASONAL HIGH GROUNDWATER. SEE THE GRADING AND DRAINAGE SHEETS FOR MORE INFORMATION. D. DISTURBED AREA TOTAL DISTURBED AREA WILL BE APPROXIMATELY 2-7.50 AGPES. TOTAL PROPERTY AREA 15 APPROXIMATELY 25.55 AGRES. r — � \ _ + +\ \ ,+ / c v v 4 O \ fi / \ \ +++ \ + + \ \ + + • + - v + 7 \\ O \ i I I \ 1 +' a� w I ' + + + N ww I + + + + +t+ ++ +O-b +O+ + 0 9 Qo + + +++++ + + + + + + + + + + + aO� 0 ® °A0 f -o °ar (Po I I ( I I mw 0"0 Oi) £]�fm ® A 400� ,Y 1 _ 4 0 CF O + + + -t_+ + + + + + + + + + / I ( +�+ + + + + ... II I' �+ �I + / + + + I VA O IP OIP O O O O O EROSION AND SEDIMENTATION CONTROL LEGEND DRAINAGE FLOW DIREGTION GRADE BREAK GRADE BREAK LINE 1050 PROPOSED GONTOIJI _ EXISTING GONTOIJI GON5TRUGTION LIMITS, EXTENTS OF 51TE DI5TURBANGE O24 O EXISTING PLANTS TO REMAIN IP INLET PROTEGTION. PRIOR TO GON5TRUGTION NSTALL SEDIMENT BARRIER PER STATE OF IDAHO GATALO6 OF STORM WATER BEST MANAGEMENT PRAGTIGE5 BMP #21. MAINTAIN UNTIL ALL GONSTRJGTION 15 GOMPLETE. REMOVE SEDIMENT BUILD UP AS NEEDED. IN TURF AREAS PROVIDE: FILTER FABRIC, FENGE INLET FILTER OR APPROVED EQUAL. IN ASPHALT AREAS PROVIDE: DANDY BAG OR DANDY GURB BAG OR APPROVED EQUAL. (500) 5-11-2254, www.dandyproducte.com STABILIZED ENTRANGE. PRIOR TO GON5TRUGTION INSTALL AND MAINTAIN 50 FEET OF 6" MINUS PITRUN MATERIAL AS INDIGATED PER THE STATE OF IDAHO ® GATALOG OF STORM WATER BEST MANAGEMENT PRAGTIGE5 BMP #5. THIS SHALL BE MAINTAINED THROUGHOUT GON5TRUGTION UNTIL BASE MATERIAL 15 INSTALLED. PROVIDE 5WEEPIN6 DAILY OR A5 NEEDED TO REMOVE ANY TRAGKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. ®FIBER ROLLS OR 5TRAW WATTLES. INSTALL FIBER ROLLS AS INDICATED PER THE STATE OF IDAHO (� GATALOG OF STORM WATER BEST MANAGEMENT CXXXXX� PRAGTIGE5 BMP #24. OGONGRETE WASHOUT LOGATION. ®HAZARD MATERIALS STORAGE AREA WITH SPILL KIT AND WASTE CONTAINER. © GONTRAGTOR PARKING AREA ®STAGING AREA FOR EQUIPMENT AND MATERIAL STORAGE, BMP #2. ® PORTABLE RESTROOM LOCATION ®POTENTIAL REGEIVING WATERS POINT OR SITE DISGHARGE POINT. ®P05T GITY ISSUED EROSION CONTROL AND STORM WATER MANAGEMENT 51GN ® PROVIDE GRAVEL BAG AT FLOW LINE OF CURB/GUTTER AT THIS LOGATION. CALLOUT LEGEND OPROPOSED LAWN AND LAND5GAPIN6 FINAL STABILIZATION, BMP #35. 2 EXISTING IMPERVIOUS AREAS TO REMAIN. $ PRESERVE EXI5TING VEGETATION, BMP #3 ESC MATERIALS - I Cr_'Cnln INFILTRATION BASIN, BMP #38 ®STABILIZED GON5TRUGTION ENTRANCE, BMP #5 PROPOSED LANDSCAPE AND TURF AREAS, BMP #21-23 DRYLAND SEEDING AREAS (B ®PROPOSED #21) OR 'GORILLA -SNOT' SOIL STABILIZER SOILWORKS' APPLIED PER MANUFAGTURE RECOMMENDATION (BMP #Ig) STAGING AREA BMP #2 PRELIMINARY NOT FOR CONSTRUCTION G> iF OF yUc �. qRY E3 wp,� Copyright 012021 All qht d. R p d t se i any loan by y s th 1 It p nn ss on of Br k L d D aig I wl and subject to nm anal pmaso"r an Z z 0 J V ! 0— Cl) `J 1 0 CO w �CY) >0 U oo 0 U L.L Z 2 w LL Z W 0- 0 w_ 5w ` ) CZ5 Q W QO Q J U) 0 r2 V / Ir W N a QW10w y b gWO11 <�Oaop ��O?J Rpm� C7 t7w—f;J� / 4[F ao�<asm Ja�u��W a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L2.01 6 7 8 9 10 11 12 13 1 14 1 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED 0102 2z L 11 J I t FBI C1; B� EROSION & SEDIMENT C 50 O 50 100 150 5GALE: I"= 50'-0" 0 / i + + + + + + + \ @2 + 011note] w,W_1,1 ----------------------�— ----T17 EROSION AND 14/ Willi Sao SEDIMENTATION + + + + + CONTROL LEGEND ++++++++ C DRAINAGE FLOW DIREGTION GRADE BREAK _ GRADE BREAK LINE 1050 PROPOSED GONTOIJI EXISTING GONTOIJI CONSTRUCTION LIMITS, EXTENTS OF 51TE DISTURBANGE V 24 O EXISTING PLANTS TO REMAIN IP INLET PROTEGTION. PRIOR TO GON5TRUGTION NSTALL SEDIMENT BARRIER PER STATE OF IDAHO GATAL06 OF STORM WATER BEST MANAGEMENT PRAGTIGE5 BMP #21. MAINTAIN UNTIL ALL GONSTRJGTION 15 GOMPLETE. REMOVE SEDIMENT BUILD UP AS NEEDED. IN TURF AREAS PROVIDE: FILTER FABRIC, FENCE INLET FILTER OR APPROVED EQUAL. N ASPHALT AREAS PROVIDE: DANDY BAG OR DANDY GURB BAG OR APPROVED EQUAL. (500) 5-11-2254, www.dandyproducte.com STABILIZED ENTRANGE. PRIOR TO GON5TRUGTION INSTALL AND MAINTAIN 50 FEET OF 6" MINUS PITRUN MATERIAL AS INDICATED PER THE STATE OF IDAHO ® GATALO& OF STORM WATER BEST MANAGEMENT PRAGTIGE5 BMP #5. THIS SHALL BE MAINTAINED THROUGHOUT GON5TRUGTION UNTIL BASE MATERIAL 15 INSTALLED. PROVIDE 5NEEPIN& DAILY OR A5 NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. ®FIBER ROLLS OR STRAW WATTLES. INSTALL FIBER ROLLS AS INDICATED PER THE STATE OF IDAHO (� GATAL06 OF STORM HATER BEST MANAGEMENT CXXXXX� PRAGTIGE5 BMP #24. OGONGRETE NA5HOUT LOGATION. ®HAZARD MATERIALS STORAGE AREA KITH SPILL KIT AND WA5TE CONTAINER. © GONTRAGTOR PARKIN& AREA ® STAGING AREA FOR EQUIPMENT AND MATERIAL STORAGE, BMP #2. ® PORTABLE RESTROOM LOCATION ®POTENTIAL REGEIVIN& WATERS POINT OR SITE DISGHAPOE POINT. ®P05T GITY ISSUED EROSION CONTROL AND STORM HATER MANAGEMENT SIGN ®PROVIDE GRAVEL BAG AT FLOW LINE OF CURB/GUTTER AT THIS LOGATION. CALLOUT LEGEND OPROPOSED LAWN AND LAND5GAPIN& FINAL STABILIZATION, BMP #35. 2 EXISTING IMPERVIOUS AREAS TO REMAIN. $ PRESERVE EXI5TIN& VEGETATION, BMP #3 ESC MATERIALS 1 rnrA1P'1 BASIN, ®INFILTRATION BMP #38 ®STABILIZED GON5TRUGTION ENTRANCE, BMP #5 PROPOSED LANDSCAPE AND TURF AREAS, BMP #21-23 DRYLAND SEEDING AREAS (B ®PROPOSED #21) OR 'GORILLA -SNOT' SOIL STABILIZER SOILWORKS' APPLIED PER MANUFACTURE RECOMMENDATION (BMP #Iq) STAGING AREA BMP #2 \STE PRELIMINARY NOT FOR CONSTRUCTION qRY E3 wp,� o ° ul E� N a s E .E m 3 m =rem m0 `u w _ n p z 3 m c re-E Copyright C12021 All qht d. R p d t b—. ra,y brm a by y ns �h 1 It n perms o, o, Br k L d Dsig M,l and subl- to rm Ip na" Z z O J V ! 0— > � J ~O w U) (.0 CY)>0 LU U oo 0 U < Ir 0-7 2 Lu LLZ C) W 0— Q � LLJ U cn w Lu ) CZ5 Q W Q 0 Q J U) 0 r2 V / Ir W d Q�aw y b gWOJ 7z 6<a11" Y 'I / 4[F aom �- Ds .9 f REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L2.02 f 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING APPROVED °9/02;22 .e rRIOSION & SEDIMENTATION I CONTROL NOTES I. ALL AGGE55 POINTS FROM THE SITE TO PUBLIC, DEVELOPED ROADS SHALL BE STABILIZED AS PER BMP #5, SEE DETAIL. 2. SILT FENGE5 SHALL BE INSTALLED WHERE NEEDED, SEE DETAIL (BMP#25). 3. ALL DRAIN INLET SHALL BE PROTEGTED, SEE THE INLET PROTEGTION DETAIL FOR INSTALLATION REQUIREMENTS. ALL SEDIMENT NHIGH ENTERS THE DRAINAGE SYSTEM SHALL BE REMOVED. 4. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR GLEANING DRAIN INLETS ADJAGENT TO AND DONN STREAM OF THE 51TE AS REQUIRED TO M REMOVE SEDIMENTS. 5. MAINTAIN OPTIMUM 501L MOISTURE AS NECESSARY TO PREVENT DUST EROSION. (BMP #-i) 6. ONLY DISTURB, CLEAR, OR GRADE AREAS NEGE55ARY FOR GON5TRUGTION. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXGLUDE VEHICLES AND GON5TRUGTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION. (BMP#3, $ #4) i. ALL AREAS DISTURBED BY GONSTRUGTION AGTIVITIES SHALL BE PREPARED AND HYDR05EEDED. A DISTURBED AREA SHALL BE NHERE GON5TRUGTION AGTIVITIE5 INGLUDING TRENGHIN6, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, GOMPAGTION OR TRAFFIC, THAT RESULTS L IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDGOVER OR GRADE. (BMP#21) 8. HYDR05EED WITH A HOOD GELLULOSE FIBER MULCH APPLIED AT A RATE OF 2000 # PER AGRE. USE AN ORGANIG TAGKIFIER AT NO LESS THAN 150 #/AGRE OR PER MANUFACTURER'S RECOMMENDATION IF HIGHER. APPLICATION OF TAGKIFIER SHALL BE HEAVIER AT EDGES, IN VALLEYS, AND AT CRESTS OF BANKS AND OTHER AREAS WHERE SEED GAN BE MOVED BY HIND OR HATER. PRIOR TO PROJECT COMPLETION/ AGGEPTANGE, ALL DISTURBED AREAS HILL BE INSPECTED FOR PROPER TURF ESTABLISHMENT. (BMP#21) 9. AREAS TO BE FILLED SHALL BE GLEANED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL, AND STRIPPED OF TOPSOIL. K 10. PLACE FILL SLOPES KITH A GRADIENT STEEPER THAN 5:1 IN LIFTS NOT TO EXGEED 8 INGHE5, AND MAKE SURE EAGH LIFT IS PROPERLY COMPACTED. 11. TOP SOIL SHALL BE STOCK PILED ON 51TE GOORDINATE KITH OWNER FOR EXACT LOCATION. NO TOP 501L SHALL BE REMOVED FROM SITE. (BMP#9). 12. ALL EXPOSED SOIL SHALL BE MULCHED KITH STRAH OR HOOD GHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT 15 RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THI5 MATERIAL ON 51TE FOR QUIGK APPLICATION (BMP#15-IC,). 13. ALL STORM HATER HILL BE CONTAINED ON SITE. J 4. DENATERING IS NOT EXPEGTED FOR THIS SITE. 15. WORKMAN SHALL PARK IN THE AREA DESIGNATED FOR WORKMAN PARKING OR OFF 51TE TO HELP PREVENT DIRT AND MUD TRACKING. Ill 501L STABILIZATION HILL BE REQUIRED FOR ALL SLOPES THAT EXCEED 10% (BMP#15-2i). Ii. PROVIDE HASTE GONTAINER5 FOR BUILDING MATERIALS IN HASTE STORAGE CONTAINMENT AREA. DISPOSE AT A FREQUENGY AGGORDING TO CONTAINER SIZE. WEED ABATEMENT NOTES: H . ALL AREAS TO BE PLANTED OR HYDR05EEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDING. 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS KITH ®ROUND-UPA (GONTAGT HERBIGIDE) OR APPROVED EQUAL. 3. DO NOT WATER FOR AT LEAST SEVEN (i) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLU510N OF THI5 WATERING PERIOD, DI5GONTINUE HATERING FOR THREE TO FIVE (3-5) DAYS. 5. APPLY SECOND APPLIGATION OF ®ROUI TO ALL EXP05ED NEEDS. G APPLY IN STRIGT GONFORMANGE WITH MANUFACTURER'S SPEC, FIGATION5 AND IN5TRUGTIONS. DO NOT WATER FOR AT LEAST SEVEN (i) DAYS. REMOVE NEEDS FROM THE SITE. Q 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER THO (2) APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. o ?. AT THE TIME OF PLANTING AND HYDR05EEDIN6, ALL PLANTING AREAS `o SHALL BE WEED FRee. CONTACTS IF RESPONSIBLE PER5ON(5): LIGEN5E NO: E a EXPIRES: o SIGNATURE: DATE: z GOMPANY: O ADDRESS: H c 0 E a N U Ef B TOPSOIL NOTES I. TOP501L REQUIREMENT5: A5TM D 5268, PH RANGE OF 5.5 TO i, FOUR PERGENT OROANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INGH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, NEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, ORGANIG MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THI5 REQUIREMENT. 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A REGO6NIZED COMMERCIAL OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING A&ENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND OR6ANIG REQUIREMENTS. RE -TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED NHILE IN A FROZEN OR MUDDY CONDITION. 4. PLACE TOPSOIL IN AREAS NHERE REQUIRED TO OBTAIN THIGKNE55 AS SCHEDULED. PLACE TOP501L DURING DRY HEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: A. LAWN AREAS: G INGHE5 MINIMUM OR A5 NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. B. PLANTER BEDS: 18 INGHE5 MINIMUM 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I" FOR SEED. i. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE 5TOGKPILED OR TEMPORARILY PLACED IN PROPOSED LAND5GAPE AREAS TO PREVENT LAND5GAPE AREAS FROM BEING CONTAMINATED KITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LAND5GAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. LANDSCAPE AREA PREPARATION NOTES: 1. LIMIT TURF 5UBGRADE PREPARATION TO AREAS TO BE PLANTED. 2. NEWLY GRADED 5UB6RADE5: LOOSEN 51JBGRADE TO A MINIMUM DEPTH OF 4 INGHE5. REMOVE STONES LARGER THAN I INGH IN ANY DIMEN5ION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF ONNER'S PROPERTY. A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INGHE5 IN TURF AREAS AND 18 INGHE5 AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR 5UBGRADE 15 FROZEN, MUDDY, OR EXGE551VELY NET. B. SPREAD PLANTING SOIL OVER LOOSENED 51JBGRADE. G. REDUCE ELEVATION OF PLANTING SOIL TO ALLON FOR SOIL THIGKNE55 OF 50D OR SEED. 3. UNGHAN&ED 5U56RADE5: IF TURF 15 TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATING, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS FOLLOWS: A. REMOVE EXI5TIN& 6RA55, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHE5. PROVIDE NEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS AND FERTILIZERS AGCORDIN& TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHE5 OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. G. APPLY SOIL AMENDMENTS DIREGTLY TO SURFAGE SOIL BEFORE LOOSENING. D. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. E. LEGALLY DISPOSE OF HASTE MATERIAL, INGLUDING GRA55, VEGETATION, AND TURF, OFF ONNER'S PROPERTY. 4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INGH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH 6RADIN6 TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL 15 DRY. HATER THOROUGHLY AND ALLON SURFAGE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. 6. BEFORE PLANTING, OBTAIN LAND5GAPE ARGHITEGT'S AGGEPTANGE OF FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. -7. DO NOT SON IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND 15 TOO DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND 95 F FOR A 24 HOUR PERIOD. HIND SHALL BE LESS THAN 5 MPH. 2- 3" LAYER OF 5TRAH IF BEING m m m m m m m m m m m m m USED TO COVER THE SOIL m m m m m m m m m m m m m m SURFAGE FOR AN EXTENDED PERIOD OF TIME (GREATER THAN III=III=III=III=III=III=III=III=III=III=III=III- =111=1 2 NEEK5) AND ADDITIONAL -III=III=III=III=III=III=III=III=III=III=III=III= =III: EARTHWORK 15 EXPECTED IN THE III=III=III=III=III=III=III=III=III=III=III=III=III=1 FUTURE I I-1 I I11=111=111=111=111=111=111=111=111=111=1FIEI-1 11-I-1111-111 111 111 111 111 111 111 111 111 111 111 111 111 111 111; FINISH GRADE OPTION #1 - STRAW MULCH ' Y I" - 2" LAYER OF SHREDDED WOOD OR BARK CHIPS III=III=III=III=III=III=III=III=III=III=111=III=111- =1 -III=III=III=III=III=III=III=III=III=III=III=III=III=11: III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=� -III=III=III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 � 1= FINISH GRADE III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I-� III=III=III=III=III=III=III=III=III=III=III=III=III=III; OPTION #2 - WOOD MULCH NOTES: I. PREPARE SOIL SURFACE AND SEED WITH RECOMMENDED SEED MIX PRIOR TO APPLICATION OF THE MULCH. 2. ALL MULCHING SHALL COVER 100% OF THE 6ROUND SURFACE. 3. MULCHES 6ENERALLY REDUCE THE FERTILITY OF THE SOIL THEREFORE, FERTILIZER TREATMENTS MAY BE REQUIRED. %i MULCH 0 M NOT TO 5GALE METAL "T" FENCE POST, 5PAGE 6APART MAXIMUM, 30" DEPTH INTO GROUND USE HIRE TO ATTAGH FABRIC, TO METAL P05T FILTER FABRIC, AS SPECIFIED EXISTING GRADE GOMPAGTED 5UBGRADE a^ 8" X IC, TRENCH, LAY FABRIC AT BOTTOM OF TRENCH AND BAGKFILL KITH EXCAVATED 501L NOTES: AND TAMP INTO PLACE I. INSTALL SILT FENGE AT TOE OF FILL SLOPES AND LOGATION WHERE SEDIMENT MAY MOVE OFF SITE. 2. SILT FENGE5 SHALL REMAIN IN PLAGE UNTIL SLOPES HAVE STABILIZED. 3. SEE STATE OF IDAHO GATALOG OF STORM HATER BEST MANAGEMENT PRAGTIGE5, BMP #25 FOR ADDITIONAL INFORMATION. 1 SILT FENCE 5c.a1e: 1" 1'-0" CONCRETEPOST SION NEAR BA51N WASHOUT MIL PVC, LINER I. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL 51ZE BASIN APPROPRIATELY. CONCRETE WASHOUT AREA NOT TO 5GALE PLAN VIEW DRAIN INLET ( i' DANDY BAG, f AS SPECIFIED FLOW FINISHED GRADE, r PER PLANS o O O = - - DRAIN INLET -III-III °. -111I-d 1 =11III •"' • SECTION VIEW 5UBGRADE I. INSPECT PERIODIGALLY AND REPAIR/REPLAGE AS REQUIRED. 2. REMOVE SEDIMENT AGGUMULATION5 WHEN FILTER GAPAGITY 15 IMPAIRED. 3. OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON REVIEN BY THE LAND5GAPE ARGHITEGT. 4. PLACEMENT OF FILTER FABRIC, BETWEEN GRATE AND FRAME OF THE DRAINAGE STRUCTURE HILL NOT BE ACCEPTED IN LIEU OF THE INLET FILTER. 5. SEE STATE OF IDAHO GATALOG OF STORM HATER BEST MANAGEMENT PRAGTIGES, BMP #25 FOR ADDITIONAL INFORMATION. 1 DRAIN INLET FILTER (TYPE 2) NIRE TIED WATER FLON HORK AREA 13 ROLL AL) INLET IED END 2" X 2" WOODEN STAKE 10'-0" O.G. LINEAL 5PAGING 5ca1e: 3/4- 1'-0" STORM GRATE FIBER ROLL (TYPICAL) I I I - 2" X 2" NOODEN STAKE PLAN VIEW AREA TO BE 2" X 2" HOODEN PROTECTED STAKE FIBER ROLL (12"-18" �Ir AS REQUIRED) A AREA TO FIBER ROLL WORK AREA PROTEGTE SECTION +1 NOTE: I. FIBER ROLL TO BE 'FILTREXX' FILTER 5OXX OR APPROVED EQUAL. 2. FIBER ROLL GOMPOST/SOIL/ROGK/SEED FILL TO MEET APPLICATION REQUIREMENTS 3. FIBER ROLL DEPICTED 15 FOR MINIMUM SLOPES. 6REATER 5LOPE5 MAY REQUIRE LARGER 50GK5 PER LANDSCAPE ARGHITEGT. 4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY LANDSCAPE ARCHITECT. FIBER ROLL DETAIL PAVED ROAD APPROAGH TO SITE 1O' MIN. RADIUS �.�t NOT TO SCALE MOUNTABLE BERM WITH 5:1 SLOPE AS REQUIRED 6"-2" GLEAN RAGTURED AGGREGATE, 6" MINIMUM DEPTH 6" MIN. DEPTH) FILTER FABRIC, AS 12< 2 MIN. BUT NOT SPECIFIED, LAY PRIOR TO PLACEMENT OF ROCKS LE55 THAN WIDTH OF NOTE: I NORE55/E&RE55 I. THE ARMORED APPROACH SHALL BE INSTALLED AT THE GOMMENGEMENT OF 51TE WORK. IT SHALL REMAIN IN PLACE UNTIL THE APPROACH AND 51TE ARE PAVED. 2. MATERIAL USED SHALL CONTAIN NO FINES[ 3. T44I5 DETAIL SHALL BE UTILIZED AT ALL APPROACHES ONTO PUBLIC, ROADS. 4. APPROACHES SHALL BE MAINTAINED IN A FASHION NHIGH PREVENTS SEDIMENT FROM TRAGKING/FLONING ONTO PUBLIC RIGHT-OF-WAY. ADDITIONAL ROCK SHOULD BE ADDED AS NECESSARY. ALL SEDIMENT SPILLED, DROPPED, HASHED, OR TRACKED ONTO PUBLIC RIGHT -OF -NAY SHALL BE REMOVED IMMEDIATELY. 5. ALL SURFAGE WATER FLONING/SlIVERTED TONARD5 GON5TRUGTION ENTRANGES SHALL BE PIPED AGRO55 THE ENTRANGE. THE USE OF A MOUNTABLE BERM HAYING 5:1 SLOPES MAY BE PERMITTED. 6. NHEELS SHALL BE GLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING PUBLIC, RIGHT -OF -NAY. WHEN HASHING 15 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED KITH STONE DRAINING INTO AN APPROVED SEDIMENT TRAPPING DEVIGE. i. PERIODIC IN5PEGTION AND NEEDED MAINTENANGE SHALL OGGUR AFTER EACH RAIN. ENTRY 5�a1e: PRELIMINARY NOT FOR CONSTRUCTION �i iF OF yUc �. qRY E3 wp,� Copyright c12021 All rights reserved. Repr,du , or use i, any fort, or by any means without written pert........f Br.lk Land Design, Inc. is unlawful e,d s,bl- fo a.m�.al pr.se.wi,. V i J Z O Vi Q C) Z J mN WO � - V r/ (.0 L Z W oo O O Q C) OC CU L 2 L w �Qw� w_w CUw w Q Z Q JO 2 U) Cf) O Ir W d aw y rC 00 Q=O�1O?J Rpm C1t11 4w000p 7w_r�� 72 fY6'6' 4�Fr Nooaa=m �48u�Dw a?iW f u REVISIONS No. Date Description PROJECT NO.: 20021 DRAWN BY: CS CHECKED BY: JB/MW DATE: 09/14/2021 SHEET NUMBER L2.05 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 11 1 12 1 13 14 15 16