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CC - Construction DrawingsM L K J H G F CONTACTS 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: SAWTOOTH LAND SURVEYING PHONE: 208-287-8452 CIVIL ENGINEER: BRECKON LAND DESIGN CLAIRE SMARDA PHONE: 208-376-5153 LANDSCAPE ARCHITECT: BRECKON LAND DESIGN JON BRECKON PHONE: 208-376-5153 OWNER: DAVE EVANS CONSTRUCTION KEVIN RAYMES PHONE: 208-853-1203 PROJECT MANAGER: CONGER GROUP MARCELLOPEZ PHONE: 208-392-5948 BENCHMARK & DATUM SURVEY WAS CONDUCTED BY SAWTOOTH LAND SURVYING. BENCHMARK 1: 2.5" FDAC N- 701,665.55, E- 2,468,394.69 NAVD 88 EL. 2664.46 BENCHMARK 2: FD1 2PLS N- 701,512.945, E- 2,468,33098 NAVD 88 EL. 2665.11 CONFIRM WITH SAWTOOTH LAND SURVYING PRIOR TO CONSTRUCTION MERIDIAN MOVADO VILLAGE LOCATED IN THE NW 1/4 OF THE NE 1/4 OF SECTION 21 T. 3 N., R. 1 E., B.M., ADA COUNTY, IDAHO 2021 VICINITY MAP N CAUTION NOTICE 1979' 1/12/22 SM Copyright QC 2021 All rights rese d Reprotl"clion ar use in arty form or by arty means wifhoaf wntlen permission of B_c , L d Design, Inc. is u,la antl s,bl,d W cnminal prosecu— SHEET INDEX C1.1 COVER C1.2 NOTES TS TOPOGRAPHIC SURVEY Lu Q C1.3 DEMOLITION PLAN Q 0 CV C1.4 DEMOLITION PLAN J r C2.1 ROAD FRONTAGE PLAN C) CO C2.2 ROAD FRONTAGE PLAN 0 J 0 C2.3 DRAINAGE PLAN C3.1 SANITARY SEWER PLAN W ; j Q C3.2 SANITARY SEWER PLAN 0 O — 0 C4.1 WATER PLAN z U C5.1 PRESSURE IRRIGATION PLAN F-- Q C5.5 PRESSURE IRRIGATION DETAILS Q Q 0 L1.1 OVERALL LANDSCAPE PLAN Lu Cc L1.2 LANDSCAPE PLAN NLLJ L1.3 LANDSCAPE PLAN N CERTIFICATION OF COMPLIANCE THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY GOMPANIE5 AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN SUBSTANTIAL CONFORMANCE WITH THE AGHD POLICY AND STANDARDS IN EFFECT THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE AT THE TIME OF PREPARATION. THE DESIGN PROFESSIONAL AGKNOWLEDGES LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THAT AGHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DE516N. THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH ALL VARIANCES FROM AGHD POLICY SHALL BE APPROVED IN WRITING. THE CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL EXI5TING CONDITIONS AND STRUCTURES, NOT FOLLOWING VARIANCES, LI5TED BY DATE AND SHORT DESCRIPTION, WERE SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT APPROVED FOR THE PROJEGT: NONE N fil �W1'W y 9 GLL�F �W NW WOIO2. J 135. yy�� 00 7 13 `n m2Qo>F4 w aom jG Qf Z� Q0K =W US�W REVISIONS PROJECT NO 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C1.1 E 2 3 4 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. UTILITY GENERAL NOTES PROJECT GENERAL NOTES ACHD STANDARD NOTES CITY OF MERIDIAN STANDARD NOTES M L K J H G F I. THE LOCATION OF EXI5TING UNDERGROUND UTILITIES ARE 5HOHN 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 HHIGH MAY BE OGGA5IONED BY HI5 FAILURE TO EXACTLY LOGATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL UTILITIE5/51JILDING GONNEGTION POINTS HITH MEGHANIGAL PLANS AND MEGHANIGAL GONTRAGTOR PRIOR TO GOMMENGING NORK. 3. ALL GONTRAGTORS GONDUGTING UTILITIES NORK SHALL HAVE IN THEIR POSSESSION AT ALL TIMES, A GOPY OF ALL RELEVANT 5PEGIFIGATIONS. 4. GONTRAGTOR SHALL NOTIFY THE ENGINEER OF REGORD OF ANY PLAN DISGREPANGIES PRIOR TO GONSTRUGTION. ANY PLAN GHANGES MUST BE APPROVED BY THE ENGINEER OF REGORD. 5. GALL DIGLINE PRIOR TO EXCAVATION:-800-342-I585. 6. GONTRAGTOR SHALL PROVIDE THE ENGINEER OF REGORD THE FOLLOHING AS BUILT INFORMATION FOR RECORD DRAHIN& PURPOSES: A. HORIZONTAL LOGATION5 OF SANITARY SERER MANHOLES AND GLEANOUT5. B. RIM AND INVERT ELEVATIONS OF SANITARY SERER MANHOLES AND GLEANOUT5. G. TYPES AND LENGTHS OF PIPES D. HORIZONTAL LOGATION5 OF FIRE HYDRANTS, DOMESTIC, HATER VALVES AND DOMESTIC, HATER METERS 7. POTABLE HATER LINE AND NON POTABLE HATER LINE GRO551N65 REQUIRE 18" OF VERTIGAL 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. HOHEVER, THE GONTRAGTOR SHALL NOT INSTALL POTABLE HATER LINE HITH GREATER THAN 60" GOVER FROM TOP OF PIPE TO FINISHED GRADE. 8. ALL HELL ABANDONMENT SHALL BE GOMPLGTED IN AGGORDANGE HITH THE REGUIREMENT5 OF THE IDAHO DEPARTMENT OF HATER RE5OURGE5 (IDHR) AND IDAHO GODE. THE GONTRAGTOR SHALL RETAIN A LIGEN5ED WELL DRILLER FOR ABANDONMENT. GOORDINATE HITH ROB NHITNEY AT DHR NE5TERN REGION (534-2I90). G. EXISTING OVERHEAD POHERLINES SHALL BE RETAINED AND PROTEGTED AS NEEDED TO MAINTAIN 5ERVIGE TO ADJAGENT PROPERTIES. THE GONTRAGTOR SHALL COORDINATE WITH IDAHO POHER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 10. EXISTING SEPTIG SYSTEMS A55OGIATED WITH ANY ABANDONED BUILDINGS 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 SEPTIC, TANK, DRAINFIELD AND ALL APPURTENANGE5. ALL INLET AND OUTLET PIPING SHALL BE DISGONNEGTED FROM THE SEPTIG TANK. ALL BURIED PIPING SHALL BE EXGAVATED AND TRAGED FROM THE SEPTIC, TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE GONTRAGTOR SHALL VERIFY THE EXI5TENGE OF A DRAINFIELD AND SHALL EXGAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDHATER LEVEL OR AS DIREGTED BY THE GEOTEGHNIGAL ENGINEER AFTER FIELD SITE NSPEGTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DI5P05ED OF OFF 51TE OR MIXED HITH THE NETLAND 5TRIPPIN65 IF AUTHORIZED BY THE ENGINEER. AFTER INSPEGTION OF EXGAVATED SOILS THE GONTRAGTOR SHALL BAGKFILL THE DRAINFIELD AREA HITH 5TRUGTURAL FILL. DEMOLITION GENERAL NOTES I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE 5PEGIFIGATION5 AND/OR REQUIREMENTS OF THE ADA GOUNTY HIGHWAY DISTRIGT THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC, HORK5 GON5TRUGTION (15PNG), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXGEPTION5 HILL BE ALLOWED UNLE55 5PEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. 2. THE LOCATION OF EXISTING UTILITIES ARE 5HOHN IN AN APPROXIMATE NAY ONLY. THE GONTRAGTOR SHALL GOMPLY WITH IDAHO GODE, GHAPTER 22, TITLE 55 REGARDING UNDERGROUND FAGILITIE5 DAMAGE PREVENTION. THE GONTRAGTOR SHALL GONTAGT THE APPROPRIATE UTILITY GOMPANIES OR DIGLINE (1-800-342-1585) FOR EXAGT LOGATION A MINIMUM OF 48 HOURS PRIOR TO DIGGING. 3. UTILITIES ON THI5 PLAN ARE BA5ED UPON REGORD DRAHIN65 AND AS -BUILT SURVEY. BREGKON LAND DESIGN MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN GOMPRISE ALL UTILITIES IN THE AREA, EITHER IN 5ERVIGE OR ABANDONED. FURTHER, BREGKON LAND DESGIN DOES NOT NARRANT THAT THE UNDERGROUND UTILITIES 5HOHN ARE IN THE EXAGT LOGATION INDIGATED AND HAS NOT PHY51GALLY LOCATED THE UNDERGROUND UTILITIES. THE GONTRAGTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTEGT EXISTING FAGILITIE5 NOT 5GHEDULED FOR REMOVAL AND GOORDINATE HITH THE PROJEGT ENGINEER IF UNEXPEGTED FAGILITIE5 ARE ENCOUNTERED. 4. ALL DEMOLISHED DEBRIS MUST BE GOMPLETELY REMOVED FROM THE SITE. REMOVAL OF EXI5TING CON5TRUGTION DEBRIS MUST CONTINUE TO EXPOSE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE ON, GP, GM, SW, SP, SM IN AGGORDANGE WITH THE UNIFIED SOIL GLASSIFIGATION SYSTEM (USGS). GONTRAGTOR SHALL GOMPLY WITH ALL RECOMMENDED GON5TRUGTION CONSIDERATIONS AS CONTAINED IN THE PROJECT GEOTEGHNIGAL ENGINEERING REPORT. 5. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXGAVATED AREA SHALL BE IN5PEGTED BY THE PROJEGT GEOTEGHNIGAL ENGINEER TO VERIFY SUITABILITY OF 5UB6RADE FOR PLAGEMENT OF 5TRUGTURAL FILL. THE EXF05ED 5UBGRADE MUST BE IN A GOMPAGT, FIRM AND STABLE GONDITION PRIOR TO FILL PLAGEMENT. THI5 HILL BE CONFIRMED BY PROOF -ROLLING THE 5UBGRADE IN A MANNER AGGEPTABLE TO THE TESTING AND IN5PEGTION GON5ULTANT. 6. GONTRAGTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED OFF-51TE LOCATION. THE GONTRAGTOR SHALL A55UME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 7. GONTRAGTOR IS RESPONSIBLE FOR 5EGURING AND PAYING FOR ALL PERMITS REQUIRED BY ANY POLITICAL 5UBDIV1510N OR AGENGY. 8. GONTRAGTOR SHALL BE REQUIRED TO PROVIDE A HATER TRUCK, AS NEGE55ARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. 4. GONTRAGTOR SHALL GONDUGT GONSTRUGTION OPERATIONS TO PREVENT ANY 501L OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC, RIGHTS -OF -NAY. 10. GONTRAGTOR SHALL REMOVE ORGANIG OR DISTURBED SOILS WITHIN GLEARING LIMITS SHOWN ON THE GON5TRUGTION PLANS TO DEPTHS AS RECOMMENDED PER THE GBOTEGHNIGAL REPORT, AND BASTED OR 5TOGKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NEGE55ARY TO OBTAIN SUITABLE 5UBGRADE MATERIALS AS DETERMINED BY THE GEOTECH CONSULTANT. II. GONTRAGTOR SHALL GLEAR AND GRUB ALL EXISTING UNSUITABLE TOP501L AND VEGETATION HHERE STRUGTURAL FILL IS TO BE PLACED. GONTRAGTOR SHALL 5TOGKPILE MATERIAL IN DESIGNATED ON -SITE SPOIL PILE LOGATION FOR LANDSGAPING. MATERIAL IN EXGE55 OF THE LAND5GAPING NEEDS SHALL BE DISP05ED OF IN AN APPROVED OFF-51TE LOGATION. 12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING GONDITION5 OF THE 51TE PRIOR TO GON5TRUGTION. STREET LIGHTING GENERAL NOTES I. GONTRAGTOR SHALL SUBMIT SHOP DRAHIN65 AND GUT SHEETS MEETING ISPWG 5EGTION 1102 PART 1.4. 2. GONTRAGTOR SHALL FURNISH MATERIALS MEETING 15PNG 5EGTION 1102 PART 2. 3. GONTRAGTOR SHALL GOMPLETE HORK MEETING ISPHG 5EGTION 1102 PART 3. 1 1 2 1 3 1 4 I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE SPEGIFIGATION5 AND/OR REQUIREMENTS OF THE GITY OF MERIDIAN PUBLIC, HORK5 DEPARTMENT, AND/OR THE ADA GOUNTY HIGHWAY 0I5TRIGT. 2. ALL GONTRAGTORS WORKING WITHIN THE PROJEGT BOUNDARIES ARE RESPONSIBLE FOR GOMPLIANGE WITH ALL APPLICABLE SAFETY LAW5 OF ANY JURI5DIGTIONAL BODY. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL BARRIGADE5, SAFETY DEVIGE5 AND CONTROL OF TRAFFIC, WITHIN AND AROUND THE GONSTRUGTION AREA. 3. ALL MATERIALS FURNISHED ON OR FOR THE PROJEGT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENGIE5 OR AS SET FORTH HEREIN, WHIGHEVER 15 MORE RE5TRIGTIVE. 4. THE LOCATION 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 HHIGH MAY BE OGGA5IONED BY HI5 FAILURE TO EXAGTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5. GONTRAGTOR SHALL INFORM BREGKON LAND DESIGN OF ANY UTILITY 51ZE OR LOCATION DI5GREPANGIE5 PRIOR TO GON5TRUGTION. 6. ALL GONTRAGTOR5 HORKING 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 SETS STAMPED "APPROVED FOR GON5TRUGTION" AND 516NED BY THE GITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE PROJEGT GONTRAGTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR GON5TRUCTION" STAMP SHALL BE GROUND5 FOR THE I5SUANGE OF A STOP HORK ORDER. 8. SUBSURFACE 5TORMWATER DISPOSAL FAGILITIE5 (INGLUDING INFILTRATION BEDS AND DRYWELLS) SHALL BE LOCATED AT LEAST 25 FEET FROM WATER MAIN5. ANY GHANGE FROM THE PLANS SHALL BE APPROVED BY THE DE5I6NER AND THE GITY OF MERIDIAN PUBLIC, NORK5 DEPT. 9. GONTRAGTOR SHALL GONTAGT DIGLINE 48 HOURS PRIOR TO ANY EXGAVATI ON. 1-800-342-1585 10. ALL GON5TRUGTION IN THE RIGHT-OF-WAY SHALL GONFORM TO THE LATEST EDITION OF THE I5PWG AND THE AGHD SUPPLEMENTAL 5PEGIFIGATION5. NO EXGEPTION5 TO D15TRIGT POLIGY, STANDARDS, AND THE 15PNG WILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN HRITING BY THE DI5TRIGT. II. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL UTILITY BUILDING GONNEGTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL GONTRAGTOR PRIOR TO GOMMENGING WORK. 12. ALL PRIVATE UTILITIES SHALL BE INSTALLED IN AGGORDANGE WITH THESE PLANS, THE LATEST EDITION OF THE IDAHO SPEGIFIGATIONS FOR PUBLIC, WORKS GONSTRUGTION AND THE PROJEGT SPEGIFIGATIONS. IF DI5GREPANGIE5 OGGUR THE MORE STRINGENT REQUIREMENT SHALL BE ADHERED TO. 15. PIPE TRENGH SHALL GONFORM TO THE LATEST ISPWG DIVISION 500 AND 5D-301. BEDDING AND BAGKFILL SHALL BE GON5TRUGTED PER 5EGTION5 305 AND 506 OF THE I5PHG. 14. ANY SURVEY MONUMENTS DISTURBED BY THE GONTRAGTOR SHALL BE REPLAGED IN A MANNER MEETING 15PNG 5EGTION 2020 AND THE GONTRAGTORS, EXPENSE. GRADING GENERAL NOTES I. ALL EARTHWORK INGLUDING GLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BAGKFILL, DEHATERING, AND EROSION GONTROL SHALL MEET THE 5PEGIFIGATION5 OF 5EGTION 200 OF THE 15PNG AS WELL AS THE SPEGIFIGATIONS AND REGOMMENDATION5 OF THE GEOTEGHNIGAL ENGINEERING REPORT. 2. THE GONTRAGTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FAGILITIE5 WITH THE CON5TRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLAGE AND FUNGTIONING. 3. IF REQUIRED, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM AGTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEG). GONTAGT GRAIL 5HEPHARD AT THE SOUTHWEST REGIONAL DEG OFFIGE (373-0557). THE GONTRAGTOR SHALL SUBMIT TO DEG A DEl ATERING PLAN HHIGH OUTLINES THE LOGATION OF PROPOSED BMPS AND THE SEGUENGING OF THE DEHATERING AGTIVITIES. ALL GONSTRUGTION HATER GENERATED FROM EXGAVATION 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 WA5TE MATERIALS AND VEGETATION AND PREPARE THE 5U55RADE AS REGOMMENDED IN THE GEOTEGHNIGAL REPORT. ALL HA5TE MATERIAL SHALL BE REMOVED FROM THE 51TE AND DISPOSED OF IN AGGORDANGE HITH ALL APPLIGABLE REGULATIONS. THE SITE SHALL BE PROOF -ROLLED PRIOR TO PLAGEMENT OF FILL MATERIAL TO ENSURE STABILITY OF 5UBGRADE. A REPRESENTATIVE OF THE GEOTEGHNIGAL GON5ULTANT SHALL REMAIN ON 51TE TO ENSURE PROPER PLAGEMENT AND GOMPAGTION OF STRUCTURAL FILL. 5. NO WORK SHALL BE DONE WITHIN JURI5DIGTIONAL NETLAND AREAS UNTIL A 404 PERMIT HAS BEEN ISSUED BY THE US ARMY GORP5 OF ENGINEERS. ALL WORK NITHIN HETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 PERMIT. b. STRIP AND 5TOGKPILE TOP501L AS REGOMMENDED IN THE GEOTEGHNIGAL REPORT AND DISPOSE OF DEBRIS OFF -SITE. THE DEPTH OF STRIPPING GOULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE SOIL GOMP051TION INCLUDING 501L TYPE, MOISTURE GONTENT AND STABILITY AND THE HEATHER GONDITION5 DURING GONSTRUGTION. STRIPPING DEPTHS SHALL BE DIREGTED BY THE ON51TE GEOTEGHNIGAL CONSULTANT. LOGATION OF STOGKPILED MATERIAL SHALL BE COORDINATED HITH 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 FREGUENGY SHALL ALLOW 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 GOMPLETION OF THE PROJEGT. 8. THE SUBGRADE 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 -15% OF THE MAXIMUM DRY DENSITY OF THE SOIL AS INDICATED BY ASTM D6�18 IN FLEXIBLE PAVEMENT AREAS. 9. STRUGTURAL FILL IS DEFINED BY THE GEOTEGHNIGAL GON5ULTANT. SEE GEOTEGHNIGAL REPORT FOR ADDITIONAL INFORMATION. 10. THE GONTRAGTOR SHALL GOORDINATE WITH THE OWNER TO DETERMINE HHIGH TREES WITHIN THE PROJEGT LIMITS ARE TO REMAIN AND HHIGH ARE TO BE REMOVED. II. TOPSOIL AND OTHER 5TOGKPILE AREAS TO BE GOORDINATED BETNEEN GONTRAGTOR AND OWNER BEFORE THE START OF GONSTRUGTION. 12. NO GRADING WORK SHALL OGGUR UNTIL THE OWNER HAS FILED A NOTIGE OF INTENT FOR GON5TRUGTION AGTIVITY WITH THE EPA. 13. ALL MATERIAL FURNISHED ON OR FOR THE PROJEGT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING A6ENGIE5 OR AS SET FORTH HEREIN, WHIGHEVER IS MORE RESTRICTIVE. GONTRAGTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJEGT MEET THE REQUIREMENTS AT THE REQUEST OF THE AGENGY AND/OR THE ENGINEER. TRAFFIC CONTROL GENERAL NOTES I. GONTRAGTOR SHALL USE TRAFFIC, CONTROL METHODS DURING GON5TRUGTION THAT MEET 15PNG 5EGTION 1103, IF NEEDED. 2. GONTRAGTOR SHALL INSTALL PERMANENT PAVEMENT MARKINGS MEETING 15PNC 5EGTION 1104. 3. GONTRAGTOR SHALL INSTALL PERMANENT TRAFFIC, SIGNS MEETING ISPHG 5EGTION 1105. 5 6 r7 I. ALL GON5TRUGTION WITHIN THE ADA GOUNTY HIGHWAY DI5TRIGT (AGHD) RIGHT-OF-WAY SHALL GONFORM TO THE GURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC, WORKS GONSTRUGTION (ISPWG) AND THE AGHD SUPPLEMENTAL SPEGIFIGATIONS. NO EXGEPTION5 TO D15TRIGT POLIGY, STANDARDS, AND THE I5PHG HILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. AGHD HILL IN5PEGT ALL IMPROVEMENTS HHIGH FALL WITHIN THE AGHD RIGHT -OF -HAY OR EASEMENT INGLUDING BUT NOT LIMITED TO STORM DRAIN GON5TRUGTION, TRENGH BAGKFILL PROGEDURE5, ROAD HAY GON5TRUGTION AND GONGRETE WORK. ANY HORK TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY HILL REQUIRE A SEPARATE PERMIT THROUGH AGHD GON5TRUGTION SERVIGES DIVISION. THE GONTRAGTOR WILL SGHEDULE AND IN5PEGTION,REGUE5TED THROUGH AGHD GON5TRUGTION SERVIGES SUBDIVISION INSPEGTION STAFF, 208-3874,284, A MINIMUM OF 24 HRS. PRIOR TO GONSTRUGTION STARTING. 3. TRAFFIC, PLANS AND 5AWGUT5 A550GIATED WITH THE GON5TRUGTION OF ANY UTILITY WILL BE GOORDINATED AND APPROVED THROUGH GON5TRUGTION SERVIGES SUBDIVISION INSPECTION STAFF OF AGHD, 208-387-6284, PRIOR TO INITIATING ANY GON5TRUGTION. 4. AGHD INSPEGTION STAFF WILL BE MORE GL05ELY MONITORING PEDESTRIAN FAGILITIE5 FOR GOMPLIANGE WITH ADA STANDARDS. AS A REMINDER, 51DENALK GRO55 SLOPE SHALL NOT EXGEED 2.0%; THERE ARE NO "TOLERANGES" ALLOWED. 5. TRUNCATED DOMES SHALL BE GON5TRUGTED ON ALL PEDESTRIAN RAMPS WITHIN AGHD RIGHT -OF -HAY. DOMES SHALL BE GONSTRUGTED PER ISPHG SD-712. DOMES SHALL BE CAST INTO THE GONGRETE (STAMPED GONGRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC, YELLOH. b. ALL UTILITY IMPROVEMENTS ARE TO BE GON5TRUGTED TO AGGOMMODATE THE COLLAR REQUIREMENT PER ISPHG 5D-616 AND BE IN AGGORDANGE WITH 5EGTION 705 OF THE ISPHG. 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 LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRIGT. GONTAGT THE DISTRIGT'S UTILITY COORDINATOR AT 208-38i-6258 (WITH FILE NUMBERS) FOR DETAILS. 9. GON5TRUGT ALL PAVEMENT MATGHE5 (INGLUDING DRIVEHAY APPROAGHE5 AND UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY SHALL BE GON5TRUGTED TO MATGH THE EXISTING STREET PAVEMENT 5EGTION OR TO USE THE FOLLOHING: PRINGIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INGH (1/2") MIX, PG 64-28 FIVE INGHE5 (5") THIGK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 26" OF 6" MINUS PIT RUN. GOLLEGTOR, LOGAL GOMMERGIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE 5P-3, 0.50 INGH (1/2") MIX, P6-64-28 THREE INCHES (3") THIGK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN. LOCAL RESIDENTIAL ROADHAY5 AND ALLEYS SHALL BE A 5P-3, 0.50 INGH (1/2") MIX, PG 58-28 THO AND A HALF INGHE5 (2.5") THIGK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WHIGHEVER PAVEMENT SEGTION IS GREATER. 10. ACTUAL FIELD GONDITION5 DURING TRENGHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOHING GONDITION5 ARE LISTED IN SEGTION 6000 HIGHWAY GUTS OF THE AGHD POLICY MANUAL. 1). ALL ASPHALT MATCH 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 ROADHAY 5URFAGE. 5). 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). FLOHABLE 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 HRITING BY DI5TRIGT STAFF BEFORE GON5TRUGTION BEGINS. 11. ABANDONED TEST PITS OR WATERWAYS LOGATED WITHIN GURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXGAVATED TO NATIVE 501L AND BAGKFILLED WITH 5TRUGTURAL FILL PER I5PHC 5PEGIFIGATION5. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPHG SPEC, IFI GATI ON5 AND A GOPY OF THE GOMPAGTION TESTS. 12. PRIOR TO PLAGEMENT OF ANY PAVEMENT MARKINGS GONTAGT AGHD GON5TRUGTION SERVIGES AT 208-38i-6284 FOR VERIFIGATION OF GOMPLIANGE WITH POLICY AND EXI5TIN6 PAVEMENT MARKIN65. 15. PRIOR TO REMOVAL OFANY EXISTING STREET SIGNAGE, COORDINATE HITH AGHD GON5TRUGTION SERVIGES TO DETERMINE IF REMOVAL CAN BE DONE AND/OR IF TEMPORARY SIGNAGE 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 -NAY PERMIT. 2. CONSTRUCTION IMPACTS MAY WARRANT ADDITIONAL CONCRETE GURB, GUTTER AND ASPHALT REPLACEMENT, HHIGH WILL BE AT THE P151-RETION OF AND DETERMINED BY AGHD IN5PEGTION STAFF AS THE PROJECT PROGRE55E5. WHERE EXI5TING GUTTER PAN 15 IMPAGTED, THE MINIMUM A5PHALT GUT LINE OF 2-FOOT HILL BE ENFORCED. 3. E. OVERLAND PP. 15 GLA551FIED AS A PRINIGPAL ARTERIAL ROADWAY. AND 5. MOVADO HAY 15 GLA551FIED AS A LOGAL ROADWAY. SEE AGHD STANDARD NOTE G FOR ADDITIONAL GUIDANGE. GEOTEXTILE GENERAL NOTES I. IF REQUIRED, GONTRAGTOR SHALL USE APPLIGABLE GON5TRUGTION GEOTEXTILE5 AS 5PEGIFIED IN 15PNG 5EGTION 2050. RESIDENTIAL & COMMERCIAL DEVELOPMENTS (MARCH 2O18) GENERAL GON5TRUGTION I. ALL GON5TRUGTION HORK SHALL BE DONE IN AGGORDANGE HITH THE GURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC, HORK5 GONSTRUGTION (ISPHG), THE GITY OF MERIDIAN SUPPLEMENTAL SPEGIFIGATIONS TO THE ISPHG (AND ANY ADDENDUM5), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA GOUNTY 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 SPEGIFIGATIONS. 2. THE GONTRAGTOR SHALL HAVE A GOPY OF THE LATEST GITY OF MERIDIAN STANDARD SPEGIFIGATIONS AND DRAWINGS ON SITE OR READILY AGGESSIBLE AT ALL TIMES DURING GONSTRUGTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE AGGE55 TO A GURRENT GOPY OF THE STANDARD SPEGIFIGATIONS ON SITE GOULD BE GROUNDS FOR A STOP HORK ORDER UNTIL THE 51TUATION 15 RESOLVED. 3. THE GONTRAGTOR SHALL HAVE PLANS STAMPED @APPROVED FOR GONSTRUGTIONA BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL GONTRAGTORS, 5UBGONTRAGTORS, AND UTILITY GONTRAGTORS SHALL ATTEND A PRE-GONSTRUGTION GONFERENGE PRIOR TO START OF WORK. 5. GONTRAGTOR5 SHALL NOTIFY THE APPROPRIATE AGENGY WHEN MATERIALS ARE ON 51TE OR INSPEGTION OF THE WORK 15 REQUIRED. NO WORK MAY BEGIN ON ANY PROJEGT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. GONTAGTOR SHALL NOTIFY THE PUBLIC, HORK5 IN5PEGTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE GONTRAGTOR MAY NOT OPEN OR GLO5E HATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING A6ENGIE5. AT THE REQUEST OF THE APPROVING AGENGY OR THE DESIGN ENGINEER, GONTRAGTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THI5 PROJECT MEET THE SPEGIFIGATION REQUIREMENTS SET FORTH IN GENERAL GON5TRUGTION NOTE NO. I. 8. WORK 5UBJEGT TO APPROVAL BY ANY GOVERNMENTAL AGENGY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENGHES FOR PIPE; (B) PLAGING OF AGGREGATE BASE; (G) PLAGING OF GONGRETE; (D) PLAGING OF ASPHALT PAVING. 9. INSPEGTION, APPROVAL AND FINAL AGGEPTANGE OF ALL HATER AND SERER GONSTRUGTION SHALL BE BY THE PUBLIC, WORKS DEPARTMENT, AND THEIR DEGISION SHALL BE FINAL. SUGH IN5PEGTIONS SHALL NOT RELIEVE THE GONTRAGTOR FROM THE RESPONSIBILITY OF PERFORMING THE HORK IN AN AGGEPTABLE MANNER IN AGGORDANGE HITH THE DEQ/QLPE APPROVED GON5TRUGTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND 5PEGIFIGATION5 MUST HAVE THE APPLIGABLE AGENGY APPROVAL IN WRITING PRIOR TO GONSTRUGTION. II. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELEGTRIGAL GONTRAGTOR SHALL OBTAIN AN ELEGTRIGAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC, WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOGATION5 FROM THE APPROVED PLANS MUST BE APPROVED IN HRITING FROM THE GITY ENGINEER. HATER I. GON5TRUGTION OF THE HATER SYSTEM SHALL GONFORM 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 GON5TRUGTION NOTE NO. I. 2. THE HORIZONTAL SEPARATION OF POTABLE HATER MAINS AND NON -POTABLE HATER MAINS (SANITARY SEVER, 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 VERTIGAL SEPARATION, THE GRO551NG SHALL BE GON5TRUGTED IN AGGORDANGE HITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING HATER SYSTEMS (IDAPA 5b.0I.08) AND 5EGTION 450.02 OF THE HASTEHATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVIGES AND POTABLE HATER SERVIGES 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 GROSS WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, THE GRO551N6 SHALL BE GON5TRUGTED IN AGGORDANGE WITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING HATER SYSTEMS (IDAPA 58.01.08) AND 5BGTION 430.02 OF THE l ASTEHATER RULES (IDAPA 58.01.16). 4. PLAGE HATER 5ERVIGE LINES IN A TNO (2) INGH DIAMETER PIPE SLEEVE WHEREVER THE 5ERVIGE LINE GROSSES A STORM HATER TREATMENT FAGILITY (I.E. 5EEPAGE BED5, DRAINAGE SHALES). 5. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING GONTINUOUS HATER 5ERVIGE TO ALL EXISTING HATER USERS AFFEGTED BY GON5TRUGTION. IF HATER 5ERVIGE MUST BE INTERRUPTED, THE GONTRAGTOR SHALL GOORDINATE WITH THE PUBLIC, NORK5 INSPEGTOR. 5ENER I. GON5TRUGTION OF THE SERER SYSTEM SHALL GONFORM TO THE STANDARDS IN THE l A5TEHATER RULES (IDAPA AS HELL AS THE STANDARDS AND 5PEGIFIGATIONS REFERRED TO IN GENERAL GONSTRUGTION NOTE NO. I. 2. THE HORIZONTAL SEPARATION OF POTABLE HATER MAINS AND NON -POTABLE HATER MAINS (SANITARY SEVER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE WATER MAIN AND NON -POTABLE HATER MAIN TO GRO55 WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTIGAL SEPARATION, THE GRO551NG SHALL BE GON5TRUGTED IN AGGORDANGE HITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING HATER SYSTEMS (IDAPA 5b.0I.08) AND 5EGTION 450.02 OF THE HASTEHATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVIGES AND POTABLE HATER SERVIGES 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 VERTICAL SEPARATION, THE GRO551NG SHALL BE GON5TRUGTED IN AGGORDANGE WITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING HATER 5Y5TEM5 (IDAPA 58.01.08) AND 5BGTION 430.02 OF THE l ASTEHATER RULES (IDAPA 58.01.16). 4. PLAGE 5ENER 5ERVIGE LINES IN A 51X (6) INGH DIAMETER HATER GLA55 PIPE SLEEVE WHEREVER THE 5ERVIGE LINE GROSSES A STORM HATER TREATMENT FAGILITY (I.E., SEEPAGE BEDS, DRAINAGE SHALES). AGGREGATE AND ASPHALT ROADHAY GENERAL NOTES I. ALL GONTRAGTORS WORKING WITHIN THE PUBLIC, ROAD RIGHT -OF -HAY ARE REQUIRED TO SEGURE A RIGHT -OF -NAY GONSTRUGTION PERMIT FROM AGHD OR ITD I. GONTRAGTOR SHALL USE UNGRUSHED AGGREGATES MEETING ISPHG SEGTION 801. AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY GONSTRUGTION. 2. GONTRAGTOR SHALL USE GRU5HED A66REGATE5 MEETING 15FNG 5EGTION 802. 2. AGHD OR ITD HILL INSPEGT ALL HORK WITHIN THE PUBLIC RIGHT5-OF-NAY TO 3. GONTRAGTOR SHALL USE PLANT MIX AGGREGATES MEETING I5PWG SEGTION 805. INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 4. GONTRAGTOR SHALL USE ASPHALT PAVEMENT PROGEDURES MEETING ISPHG SEGTION 505. 5. GONTRAGTOR SHALL USE PLANT MIX PAVEMENT MEETING I5PHG 5EGTION 810. CONCRETE GENERAL NOTES I. GONGRETE MATERIALS SHALL MEET ISPHG SEGTION 705 PART 2.1. 2. AD MIXTURE 5HALL MEET 15PNG 5EGTION 703 PART 2.2. 3. GONGRETE MIX SHALL MEET ISPHG SEGTION 705 PART 2.4. 4. WORKMANSHIP SHALL MEET 15PNG 5EGTION 705 PART 5.1. 5. GONTRAGTOR SHALL FOLLOH HEATHER AND TEMPERATURE LIMITATIONS AS 5PEGIFIED IN 15PNG 5EGTION 703 PART 3.2. 6. GONGRETE PLAGEMENT SHALL MEET I5PHG 5EGTION 705 PARTS 5.5, 5.4 AND 3.5. 7. GONTRAGTOR SHALL DISGONTINUE OPERATIONS WHEN DESGENDING AIR TEMPERATURE REAGHE5 35°F OR LONER. FURNISH GONGRETE THAT WILL HAVE A TEMPERATURE OF AT LEAST 50°F AND NOT MORE THAN 85°F AT THE TIME OF PLAGING. 8. PORTLAND CEMENT GONGRETE SHALL MEET I5PHG 56GTION 706 PARTS 2.4 AND 3. cf. FOR PREGA5T APPLIGATION5, GONTRAGTOR SHALL PROVIDE SUBMITTAL TO THE ENGINEER OF RECORD 5HOHIN6 GOMPLIANGE WITH I5PHG 5EGTION 704 PARTS I, 2, AND 3. 8 9 10 PRESSURIZED IRRIGATION I. THE PRE55URIZED IRRIGATION 5Y5TEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DI5TRIGT IN HHIGH IT 15 BEING GON5TRUGTED. 2. INSTALL A REDUCED PRESSURE BAGKFLOH 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 (DEG) AND THE GITY OF MERIDIAN HATER DEPARTMENT. DRAINAGE I. FOR ANY DRAINAGE FAGILITIE5 WITHIN A PUBLIC, RIGHT OF NAY, AGHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FAGILITIE5 THE PROJEGT ENGINEER OR ARGHITEGT SHALL BE RESPONSIBLE FOR INSPEGTION AND GERTIFIGATION OF DRAINAGE FAGILITIE5; HOHEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FAGILITIE5 HILL BE INSPEGTED BY THE MERIDIAN PLUMBING OFFIGIAL UNDER THE APPROPRIATE PERMIT. 11 1 12 1 13 14 15 16 1979'T 1/12/22 �p F OF RE SMPR/ Copyright :C 2021 All rights r,,,,,d Rsproduc or uss In any I- ,, b, % 1hm-1-pam,lsslonof 3-kon Lana assign. Inc. Is u, sJ,lantl s,biem to cnmmal pro.", n. W 0 (-D Q N JO I J W -OMM Z OQO L7J=() I W W O> _O �0 I- ZCnQ W ((-L� L u , N SLLJ L m ch ),Www N Q. 9 HWpK 07J NU_t-Y U'w-o"m CK N Oo u �L IM 2 f j Q 7 w aS).w �L u REVISIONS N. Date Description 02/09/22 CITY COMMENTS PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C1.2 TOPOGRAPHIC SURVEY MOVADO MULTI FAMILY LOCATED IN THE NW 114 OF THE NE 114 OF SECTION 21, T. 3 N., R. 1 E., 8. M., ADA COUNTY, IDAHO 2021 SDMH RIM = 2662.67' PIPE W = 2657.35' `� BASIS OF BEARINGS PIPE E = 2657.35' S 89°13'35" E 2676.87 PIPE S = 2658.30' -- ------------ SUMP = 2655.00' ------------------ .OVERLAND ROAD S➢ S➢ B➢ �➢ B➢ 1973.87' � + � S➢ �➢ B° to ji SDCB RIM = 2661.82' SDCB RIM = 2661.75' g EE = 2655.38' PIPE E - 2655.91' PIPE N - 2658.55' - 63.34' �- -- - N 9�°00'00" W - W DMH RINL= 2663-90- '; '- - - ` ` - - - - - E' E" cv Ft - Ea �i-E➢ E➢�-�-Erg EB EB t TOP 20' PIPE N = 2656 83 - - _ - - EP-E" EB _ - - - - - - - - - - / - - / T� _ _2664�6 iEs �659.03- N89°13'35"W------- ZA155------------- \\ PIPE W p 2661.34' PIPE E = 2661.34' I \ N 006.86' 2" E 00 O O �� O p-� O .JM s= z6Vi.3 D2659.00' \ E -EP�Er�_Ev�EvJ STC PIPE _ 6 I 3 o I I I I o I UNPLATTED I \ / 1.395 ACRES± \ SDMH RIM = 2666.60' ( PIPE NE = 2660.28' \ \^ SUMP = 2657.54' SDMH RIM = 2666.58. \ PIPE S = 2660.24' SUMP = 2657.52" / 20.?P' \ \ \\ N 71°2g32" E SDMH RIM = 2664. / I. E. 8" PVC W = NAII.E. 265 .16' S 89°13'35" P SUMP = 2659. )06' D / E 356.81' ss �5�� SMH IM = 2664.95' TOP/ IPE = 2654.70' N w Z / / 2.988 ACRES± I / / I / II // I / tfr RIM - - 26f SEC CORNER 16 I IS ---- ---- ---- ---- -... -... -... -... -... -... CP&F # 105155109 ------ SB S➢ SO SDMH RIM = 2666.77' xn SDMH RIM = 2667.96' 21 22 PIPE W = N/A PIPE W - 2658.66' I PIPE S - N/A PIPE E = 2658.66' SUMP = 2649.00' R PIPE S = N/A' SUMP = 2657.16' P \-Er EP - QO.'--------- �Er�- / OO© TB TB-Tes TB -TB TB -TB TB-T - H=TB TB TB -TB -TB -TB iB TB -TB THE I� E e / SDCB RIM = 2667.38' / PIPE E = 2662.65' I \ e / SUMP = 2662.32 \ O �� O/O O O O pOV`� C�O GOD cb-0 %ocp ~eSDCB RIM = 2664.47'\ \ PIPE W = 2661.47' \ \ \ I \ \ I \ \ I \ \ I SDMH RIM = 2666.60' \ " PIPE NE = 2660.28' \ \ I SUMP = 2657.54' \ \ I I I I I II \\ I.E. 1�',,PLASTIC PIPE = 2665.66'- TB_ /------------- LE. 12"PLASTIC PIPE =�266 I / \ I i \ I � I I \ I li II L / N 89'13'17" W 487.46' / ('I IRVF TARI F CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH CI 118.21' 321.00' 210 5 29°03'28" E 117.55' C2 148.69' 280.00' 30o2536" 5 24°23'40" E 146.95' C3 18.05' 27.00' 38°18'37" 5 09°58'27" W 17.72' C4 14.10' 28. 50' 28°21'20" S 14°57'05" W 13.96' C5 108.00' 304.71 20°1828 S 08°3543" E 107.44' C6 32°3224" N 15°2947" W 16.25' MOVADO GREENS SUBDIVISION NO. 1 E- 6' � PLASTIC PIPE = 2667.74' / I.E. 12 PLASTIC PI LE. 1 - Z665.45' \ I I \ I Q I 1 \ ❑ O C � \ I / IW I/ IB W I III e Imo\ ----- a O z � O 0 Q Q SCALE 15 30 1 INCH 30 FEET Q N m m z z LEGEND PROPERTY BOUNDARY LINE SNOISIA98 - - - - - - - - EXISTING DEED OR LOT LINE SECTIONAL LINE CROWN -------------------------- EASEMENT EXISTING EDGE OF CONCRETE EXISTING EDGE OF PAVEMENT Q CR » EXISTING SEWER LINE U B➢ ➢ EXISTING STORM LINE M BiBiBiBiB EXISTING TOP OF BANK W EXISTING TOE OF SLOPE O O Q �. Bi EXISTING VINYL FENCE J _ -2601 - - - - EXISTING 1' CONTOUR Q - _2600 - � � EXISTING 5' CONTOUR LLJ z O EXISTING DRAINAGE PIPE O i EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT ; O N Lr) U pd EXISTING WATER VALVE O EXISTING PRESSURE IRRIGATION VALVE hOj O J '~ = DO 00 EXISTING STORM MANHOLE Z Q rq' M Q ❑O EXISTING ELECTRICAL BOX (.0 M 00 EXISTING LIGHT POLE O Lu O ® EXISTING CONDUIT O W EXISTING SIGN N EXISTING DECIDUOUS TREE EXISTING CONIFER TREE J Q) EXISTING SHRUB OO FOUND 518" REBAR AS NOTED 0 FOUND 112" REBAR AS NOTED ; O FOUND PK NAIL/MAG NAIL FOUND ALUMINUM CAP MONUMENT fir FOUND BRASS CAP MONUMENT CALCULATED POINT FEMA NOTE THIS PARCEL LIES WITHIN ZONE X: m PER MAP NO. 1601CO2541, EFFECTIVE DATE 611912020. c) p ZONE X: AREA OF MINIMAL FLOOD HAZARD. 1 y W �N NOTES: w "1 1. VERTICAL DATUM IS BASED ON GPS STATIC SURVEY AND �- AN OPUS SOLUTION TO ESTABLISH NAVD 88 ELEVATIONS. j ti z m a d 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD c) m z SURVEY INFORMATION AND UTILITY COMPANY MAPS. THE SURVEYOR MAKES Q NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL ¢ SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE a Z) Q SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND M UTILITIES ARE SHOWN IN THE EXACT LOCATION INDICATED ALTHOUGH HE Z m ti DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM V � ti z Q r4 INFORMATION AVAILABLE. O 3. SEWER PIPE DIAMETERS ARE FROM BEST FIELD OBSERVATION AND ARE O O ~ NOT MEANT FOR DESIGN PURPOSES. SAWTOOTH LAND SURVEYING ASSUMES NO LIABILITY FOR NON VERIFIED SEWER PIPE DIAMETERS BEFORE ANY LL_ ti DESIGN WORK. O '~LL N O DEMOLITION LEGEND M L K J H G F E Sp D 21722 I E. OVERLAND RD. 1 O EP EP EP — EP EP EP G GL :CPfEP- _��EP �� EP EP EP w00 Co � — — — ° °p ° O � �°�TB�� ° s a w CEP--EP DEMOLITION PLAN 2 3 4 5 6 0 E D P m ° O� I \ 6 MATCHLINE - SEE SHEET Cl A r7 T o — -- °°i. 1 E 7 TB —TB 9 TB T 7 O 0 00 ° Q ° ° ° °o 0o4 O °00O°0. °�� 1 OF�w ° 1 0';�� A � \ A 00 FA G V111 O\ A 3 Q i] 8 rS.l 10 T 12 *(50EXISTING PLANTS TO REMAIN ��///�� ///--�✓✓✓—��-/��—\ EXISTING PLANTS TO BE REMOVED EXISTING PROTEGT PROPERTY BOUNDARY — — PROPERTY LINES GON5TRUGTION LIMITS. TEMPORARY b' HIGH GHAIN LINK FENGE . EXISTING FENGE TO REMAIN 0 0 EXISTING FENGE TO BE REMOVED EXISTING CURB TO BE REMOVED EXISTING SION ® APPROXIMATE AREA OF ASPHALT REMOVAL APPROXIMATE AREA OF CONCRETE REMOVAL DEMOLITION NOTES 1979'T 1/12/22 �p F OF \QP P RE SMPR/ I. COORDINATE ALL DEMOLITION, GRADING, AND EARTHWORK OPERATIONS WITH CIVIL, MEGHANIGAL, AND ELEGTRIGAL ENGINEERING SHEETS. Copyright C 2021 2. GONTRAGTOR SHALL REFER TO 5PEGIFIGATION5 F11 9rn a. FrP a c. ,l ,m AND DETAILS FOR ADDITIONAL REQUIREMENTS. e kb ,dD sag nro 1 sn bbj-I, 5. LIMITS OF WORK ARE IDENTIFIED ON PLANS. °"" - pro se°°'o". 4. IN THE EVENT OF A 015GREPANGY, NOTIFY THE DE516N PROFESSIONAL IMMEDIATELY. DEMOLITION CALLOUT LEGEND O5ANGUT AND REMOVE EXISTING ASPHALT, 1 REMOVE A MINIMUM OF 2'-0" FROM EXISTING Q PAVEMENT EDGE REFER TO ROADNAY PLANS. REPAIR PER 15PNG STANDARD DRAWING 5D-501, 0 2 SAVE AND PROTEGT EXISTING SANITARY SEWER. SAVE AND PROTEGT EXISTING WATER MAIN. O 4 SAVE AND PROTEGT EXISTING STORM DRAIN FAGILITY, 5TRUCTURES AND PIPING. J O RELOGATED EXISTING SAND AND OREA5E TRAP co Q W AND A55OGIATED PIPING. SEE DRAINAGE PLAN. © REMOVE EXI5TING FENGING AND OATES. OREMOVE GONGRETE FLAT WORK AS INDICATED. O < O 0— REMOVE EXI5TING GONGRETE CURB AS J = 7 tf) DELINEATED. J REMOVE EXISTING ASPHALT. > uj uj C) O REMOVE EXI5TING TREES 8 VEGETATION, RELOGATE 10 EXISTING IRRIGATION STRUCTURES AND PIPING AS O NEGESSARY. O 11 SAVE AND PROTEGT EXI5TING VEGETATION. 12 REMOVE EXISTING SEEPAGE BED ROCK AND Q O ADJUST STORM PIPE. SEE DRAINAGE PLANS. z ^ Q C ui W Ir Q W � N � UJ N N CI Q�M1'W N W 9 RE goOK07J r`\ 2g0 /I�y mQ>QOm C7 NOOQi2f �QOX 7w REVISIONS N. Date Description / 02/09/22 CITY COMMENTS PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C1.3 13 14 15 16 No Text M L K J H G 0 E 0 C NOTES: PANEL PER DETAIL I. GURB ON RADIUS MUST BE 6" STANDARD GURB FOR 5HOWN DIMENSIONS. 2. ALL RAMP 5URFAGE5 MUST BE 12 TO I SLOPE TO GONFIRM TO A.D.A. REOU I REMENT5. (2% MAXIMUM GRO55 SLOPE) 3. THI5 TYPE OF GORNER MUST HAVE A SINGLE RAMP TURNED PARALLEL TO THE PRIMARY STREET. 4. GORNER RADIUS 15 I5A5 A MINIMUM. THE P15TRIGT MAY REQUIRE LARGER RADIUS SIZES WHERE LARGER VEHIGLE TURNING 15 EXPEGTED. 5. THE RAMP THROAT WIDTH MUST BE 4'-0" MEASURED PERPENDICULAR TO THE i'-O" THROAT SIDE. THE RAMP THROAT DEPTH MUST BE 7'-O" MEASURED FROM THE FAGS OF THE GURB TO THE BAGK OF THE APPROAGH. THE i'-0" SIDE OF THE RAMP THROAT MUST BE PARALLEL WITH THE EXPEGTED PATH OF THE PEDESTRIAN AND NOT PERPENDIGULAR TO THE GURB FOR EXAMPLE: PARALLEL WITH THE GROSS WALK STRIPES, THE STOP BAR, OR THE PRIMARY STREET CURB. 6. THE RAMP WING MUST BE 6-0" MEASURED AT THE GURB FAGS FOR 6" STANDARD GURB. THE WING AWAY FROM THE ROAD 15 ELIMINATED AND REPLAGED WITH A WING 5UB5TITUTE THAT 15 6" HIGH AT THE FAGE OF THE STANDARD GURB AND 0" HIGH AT THE BAGK OF THE RAMP AND POURED MONOLITHIGALLY WITH THE RAMP. T. ALL RAMPS MUST HAVE A MINIMUM 4'-0" X 4'-0" LANDING BEHIND THEM FOR PEDESTRIANS. 8. ALL GONGRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5" THICK WITH 4" OF 3/4" AGGREGATE BASE. q. SEE I.5.P.W.G, SD-T12F TYPE "F" FOR ADDITIONAL INFORMATION. ADA RAM P - I - 18+00 _y SIN ASPHALT PAVEMENT 5URFAGE GOUR5E PER 15PWG 5EG. 810 WITH AGGREGATE MEETING I5PWG 5EG. bO3 3/4" MINUS GRU5HED AGGREGATE BA5E GOURSE MEETING I5PWG 5EG. 802 6" MINUS UNGRU5HED AGGREGATE BASE GOURSE MEETING ISPWG SEG. 501 GOMPAGTED 5UB6RADE, A QUALIFIED GEOTEGHNIGAL ENGINEER SHALL VERIFY THAT OROANIG5 AND 5UFFIGIENT STRIPING HAVE BEEN REMOVED PRIOR TO PLAEEMENT OF MATERIAL. NOTE: I. GONSTRUGT ALL PAVEMENT MATGHE5 (INGLUDING UTILITY GUT REPAIRS) TO MATGH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: 3-INGHES OF ASPHALT, 4-INGHE5 OF %-INGH MINUS GRU5HED AGGREGATE, AND 20-INGHE5 OF 6-INGH MINUS PIT RUN. USE WHIGHEVER PAVEMENT 5EGTION 15 GREATER. SIW�iF PILE R-AN0 MX C-RADATIQ�5 (CL--111 $ IV) 03x� HD "r��"TE B&eE CiR ATIUS FH;?k-�ACAE5 BY WEIC+R PfE5W, S31AKE MES4 SEvE5 ($;k y- AC-S BY NEIC+IT PAEa1l SGUPIE M'�f- i 51EVf5 SIEVE SIZE NOMNAL MAXIM,M SIZE SEvE SIZE NOMNAL MN4M,M SIZE 3/4 IN I ii IR 3/8 IN 2 IN (TYFE 11) 1 3/4 IN (TTFE 1) NOMNAL M,MMH SZE "NAL MAXM M SZE I IN. 100 2-1/2 IN. 100 3/4 IN. q5-100 100 2 IN. 110-100 2 IN. -75- 10 c15-100 100 1-1/2 IN. 60-85 15-q0 q0-100 I IN. 55-83 100 NO, 440-65 50-75 0- 5 IN, q0-100 NO.8 25-50 35-60 40-65 No.30 14-50 15-55 20-40 NO, 4 30-60 40-65 NO.50 q-21 10-25 12-28 NO.8 30-50 NO, 200 3-8 4-8 6-10 NO, E30 10-25 NO. 200 0-8 5-1 - - a WE 99.. "I ® ,' lyl MEN my ME MIA= , ASPHALT PAVING SECTION STA: 17+20.89, 16.851 ' ME/TC: +2669.70 'P2 STA: 16+56.89, 16.881 {_.. O\ ME/ TC:+2670.21 F- - - - - - - - - - - - - - - - - - - - - - - - - 24, - - - - - - - - - - - - - - - - - - - - - - - - - — STA: 16+76.44, 36.381 STA: 17+01.44, 36.351 TC: 2670.29 I I I I I I I I I I I - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II � �--�--T— I I „J I I U--------------------------------------------— — — — — — — — — — — ------------------------------I-- --�- ROAD FRONTAGE PLAN i��i��I ROADWAY LEGEND EXI5TING PROPERTY LINE PROPOSED LOT LINES EXI5TING CONTOUR 1040' PROPOSED GONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIREGTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED GONGRETE EXTENTS OF EXISTING SEEPAGE BED ® EXTENTS OF PROPOSED SEEPAGE BED 1979'T I/12/22 �p F OF �QP P RE soPR% S o N C m�S Fvai mcoN m- �ac� 0 _tea mmN `r� Copyright :C 2021 GURB/GUTTER LOGATION Au rights roso,rea. aoproaooeoo o, "ao ,, aov form o, by aov moa"s>Mmom -1- pom,�ssio" of GURB AND GUTTER LOGATION e,o oo Laoa Dane". mo. -1 s orna"n aoa o"hiam m pro ..ul on. JOINT (TYPIGAL) 7*SGORE EXPANSION JOINT (TYPICAL) AGCE551BLE RAMP LOGATION WITH DETEGTABLE WARNING 5URFAGE NEW CONCRETE FLATWORK x PROPOSED STREET LIGHT W PROPOSED 516N Q O N Z ACRONYM LEGEND Q J fr TBrrr, TOP BACK OF ROLLED GURB C) 0- TgYr, TOP BACK OF VERTIGAL GURB coCO v Z RE IE RIM ELEVATION INVERT ELEVATION Q < Lu Q ME MATGH EXISTING ELEVATION Q J r-w FINISH GRADE ELEVATION a Ir a 1 TA TOP OF ASPHALT ELEVATION > W Q Z Tor, TOP OF GONGRETE ELEVATION HIGH POINT OF FINISH GRADE Q /> Q Q HP LP LOW POINT OF FINISH GRADE BC BOTTOM OF GURB 7 A Q 0 ROADWAY CALLOUT 0 w wFr QQ O DRIVEWAY APPROACH PER AGHGT D STANDARDS. Ln w '2 Q GONSTRUGT VERTICAL GURB AND GUTTER PER PER AGHD 2011 SUPPLEMENTAL 5PEGIFIGATION5 C N STANDARD DRAWING 5D-i01. G a� V 3Q GONSTRUGT CONCRETE VALLEY GUTTER PER AGHD 201-1 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 5D-108. 4 Q GONSTRUGT PEDESTRIAN RAMP PER AGHD 201T SUPPLEMENTAL 5PEGIFIGATIONS, STANDARD DRAWING 5D--T12 AND DETAIL I/G2.1. SAWGUT (2' MINIMUM INTO EXI5TIN6 PAVEMENT) AND O PAVEMENT PATGH PER ISPWG 50-501, 50-505, 5D-8O6, AND AGHD REQUIREMENTS. 6 GON5TRUGTION 7' WIDE ATTAGHED GONGRETE 51DEWALK PER AGHD SUPPLEMENTAL 5TANDARD5, N m W K w rn 'q QCOS 00 DRAWING 5D-10ci N w m a o m O d 610W—t7� N2 t—YCK mau>aom 2 E NEU 7W O REVISIONS N. Date Description 1 02/09/22 CITY COMMENTS PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C2.1 1I 2 3 4 5 6 r7 8 EI 10 T 12 13 14 15 1 16 M L K J H G a E 0 C ROAD FRONTAGE PLAN t ROADWAY LEGEND EXI5TING PROPERTY LINE PROPOSED LOT LINES EXI5TING CONTOUR 1040' PROPOSED GONTOUR 2591.15 SPOT ELEVATION 0.20% FLOW DIREGTION AND GRADIENT EXTENTS OF PROPOSED ASPHALT EXTENTS OF PROPOSED GONGRETE EXTENTS OF EXISTING SEEPAGE BED ® EXTENTS OF PROPOSED SEEPAGE BED Copyright :c? 2021 GURB/GUTTER LOGATION au rights roso,rea. asproaooeoo o, ,so ,, aov form or by aov moas>Mmom w,ntoo pom,�ssio, of Breckon L_d g.si , Inc. IsunlewWlantlsubJsctto GURB AND GUTTER LOGATION —1 pro ..ul on. SGORE JOINT (TYPIGAL) EXPANSION JOINT (TYPICAL) AGGE551BLE RAMP LOGATION WITH DETEGTABLE NARNING 5URFAGE NEW GONGRETE FLATNORK x PROPOSED STREET LIGHT W PROPOSED SIGN ACRONYM LEGEND Q O N Z Q J fr Tear, TOP BACK OF ROLLED GURB C) 0— TgYr, TOP BACK OF VERTICAL GURB coCO v RE RIM ELEVATION Z Lu IE INVERT ELEVATION Q < Q ME MATCH EXISTING ELEVATION Q J F-1 FINISH GRADE ELEVATION a GE a 1 TA TOP OF ASPHALT ELEVATION > W Q Z Tor, TOP OF GONGRETE ELEVATION HIGH POINT OF FINISH GRADE Q /> Q Q HP LP LON POINT OF FINISH GRADE Ec BOTTOM OF GURB 7 A Q 0 ROADWAY CALLOUT 0 w Q wFr Q O DRI VENAY APPROACH PER AGHD STANDARDS. L n w '2 Q GONSTRUGT VERTIGAL GURB AND GUTTER PER PER AGHD 2011 SUPPLEMENTAL 5PEGIFIGATION5 C N STANDARD DRANING 5D-i01. G a� V 3Q GONSTRUGT CONCRETE VALLEY GUTTER PER AGHD 2017 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRANING 5D-10b. 4 Q GONSTRUGT PEDESTRIAN RAMP PER AGHD 201T SUPPLEMENTAL 5PEGIFIGATIONS, STANDARD DRANING 5D-i12 AND DETAIL /G2.1. SANGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND O PAVEMENT PATGH PER ISPNG 50-501, 50-505, 5D-b06, AND AGHD REQUIREMENTS. 6 CONSTRUCTION 7' WIDE ATTACHED CONCRETE 51DENALK PER AGHD SUPPLEMENTAL 5TANDARD5, N m W W rn 'q aCOS N w K O j~ DRANING 5D-10ci \ 0 w a o O d zwrcLLzrc� ' 610W—t7� Nz fYCK ma��a Om N 0 a 2 z E ja00 7W O REVISIONS N. Date Description 02/09/22 CITY COMMENTS PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C2.2 E 2 3 4 5 6 r7 8 rS.l 10 T 12 13 14 15 1 16 M L K J H G E- Of O wa �w a� 3 J 0 Q U Z Z o= O U 11w c� F- O xof a N Z 266 18" 0 I O z z Do EXISTING MONITORING WELLS TO REMAIN PERFORATED ADS N-12 PIPE 51ZE PER PLANS 3/4" GHIPS WRAP TOP AND SIDES OF TRENGH WITH NON WOVEN FILTER FABRIC, (AGHD SEGTION 8200; BMP 20). OVERLAP JOINTS MINIMUM OF 12" PROVIDE MINIMUM OF 18" OF GLEAN A5TM G-33 SAND THROUGHOUT THE BOTTOM OF SEEPAGE BED. BOTTOM OF GRAVEL BED. 2651.- 5 BOTTOM OF lk ROCK OVER EXCAVATE TO FREE DRAINING PER PLANS == MATERIAL AND BAGKFILL WITH A5TM G-33 SAND. (ISPWG SEGTION 501) MINIMUM HIGH GROUNDWATER LEVEL, FIELD NOTE: VERIFY I. GONTRAGTOR SHALL MATGH DEPTH AND WIDTH OF EXI5TING 5EEPA6E BED AND GONTAGT THE DESIGN PROFESSIONAL OF ANY DISGRAPANGY. 2. SEEPAGE BED SHALL BE GONSTRUGTED PER AGHD STANDARDS AND SPEC, IFI GATI ON5. EEPAGE BED DRAINAGE PLAN 2 > 7 A� OL O SS\ONAL ej�Ci DRAINAGE LEGEND O� yCEN� — — EXISTING PROPERTY LINE 197 PROPOSED LOT LINE iPj. 1/12/22 p 1050 PROPOSED CONTOURS C�9TF OF soPR EXISTING CONTOURS/RE 2591.15 SPOT ELEVATION FLOW DIREGTION AND 0.20% GRADIENT ® EXTENTS OF PROPOSED SEEPAGE BED B EXTENTS OF EXISTING B SEEPAGE BED TO REMAIN EXTENTS OF EXISTING SEEPAGE BED TO BE B REMOVED EXISTING STORM MANHOLE EXI5TING 5EEPA6E BED MONITORING WELL !c, PROPOSED SANITARY SEWER MANHOLE ACRONYM LEGEND reFIc TOP BACK OF ROLLED GURB TA TOP OF A5PHALT FIE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FFE FINISHED FLOOR ELEVATION DRAINAGE CALLOUT 01INSTALL 18" 5DR35 50LID WALL PVG PIPE ® 0.0%. CONNECT TO EXISTING 15" PIPE. GON5TRUGT ADDITIONAL SEEPAGE BED AREA PER AGHD ODETAIL i IN SECTION b200 (AGHD STORMWATER DESIGN GUIDELINE5). AND DETAIL 1. VOLUME OF 5EEPAGE BED TO BE INSTALLED SHALL, AT A MINIMUM, EQUAL VOLUME OF SEEPAGE BED REMOVED. OUTILITY GRO551NG AND SLEEVE PER UTILTY PLANS. GROSSING SHALL BE PER DEQ, GITY OF MERIDIAN AND AGHD STANDARDS. ORELOCATE EXISTING SAND AND GREASE TRAP. ADJUST RIM AS NEGESSARY. OIN5TALL ±11 LF OF 12" 5DR35 PVC, PIPE. INVERTS TO MATCH EXISTING CONDITIONS. OSAVE AND PROTEGT EXISTING STORM STRUCTURES AND PIPE. OINSTALL ±13 LF OF 18" 5DR35 PERFORATED PVC, PIPE 0.0%. GONNEGT TO EXISTING 18" PIPE. OREMOVE ±11 LF OF EXISTING PERFORATED PIPE AND REPLAGE WITH 15" 5DR35 SOLID WALL PVC, PIPE. Copyright :C 2021 All rights res—d Rsprod-- or usa In any loan or b9 %,, me%nswith-written pennlsslnn of Breckon L_d gssign. Inc. Is unla"n ana subj- to cnm-1 pra... ution. Lu V O N J rr � J Q M w _ 71 OQOJ > W 00 Q � Z z Z F-- Cf) M — Q Q Q Q Q W Ir W � N � W N It N CI Q�M1'W N W 9 HWOK07J r `\ 2WKLL=0 �� UOw-00 �/� N2 fYCK mau>aom N O Q 2 2 E �a OX 7w Q=�w f REVISIONS N. Date Description 02/09/22 CITY COMMENTS PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C2.3 E 2 3 4 5 6 r7 8 rS.l 10 T 12 13 14 15 1 16 M L K J H G Z� oow Down N.12Q o 0w > Cr 10 U E, — W8" Wg" 3 — — — 2+00 — — 81I SS 5 — — — — — — 8"S �— 26,10 F 26 a 0 26+ `a N O O 26 E L 0 26 F O 0 a E 26 D v L_ O U 2& V 01 `o D- 3 26 -O C � 0) N c� 26 O O Q U 0 26 B E E U 0 C' 0 0 0 0 0 A m 0 L d N 351 CV co U H- W W 1= (n IW W ■ Cn f- -0o W Z ' � J vn N�Q IU 1 0ow O H- 1 � 1 a�w � —3+00' " — 8 SS t� \ 1 \ \ 5+00 6+ p t — 8"SS "SS "SS 1 5 1 — — — — — — — — — — — — — — SO v � wmrn o `Dr - wrn _ wN 75 cp cc; LL N ,p LL (O N N N H H 0 N H H » LL N H O LL N N H -- O » z�„?°° z� zD ° ° ��>>> �=z= lr �o�zz u co — 2AI z z z Z a _SON° 10 zw co — °U ��QN>» ° ° ° as lr =wmNU U v xt xwaN tr �U U 2=�z - ��dgaas >>> CoLuE— _ ��¢ as rnw� _ _ ��a a> W��tYro roro Co Lu Irro C. — f f v r FINISHED GRADE 55 i EXISTING GRADE FINISHED GRADE OF 8" PVC @ t56 'O _ 185.9 LF - - 107.9 LF OF 8"PVC@040% 0 52.5 LF OF 8"PVC @0.40% 172.4 LF OF 8"PVC @040% qC 4.11°/° Station=3+74.97 OF 8' EX 18" I E = 2660.4 83 7 LF 45 STING GROUND CENTERLINE WISH GROUND CENTERLINE 1 I I I I I I I I m IT I I I� I I of CD + I �I I I I I °D 1 SEWER LEGEND EXISTING PROPERTY LINE PROPOSED LOT LINE EXISTING SEWER LINE 8"SS PROP05ED 8" 5EWER MAIN (S) SANITARY 5EWER MANHOLE PROPOSED 5EWER 5ERVIGE EXISTING WATER LINE PROPOSED 8" WATER MAIN ,> FIRE HYDRANT G WATER METER $ 5ERVIGE T ; T ; PROPOSED STORM DRAIN PROPOSED PRESSURE IRRIGATION EXISTING EDGE OF PAVEMENT SEWER CALLOUT ON57ALL 4" SANITARY 5EWER 5ERVIGE ® 2.0% 1 MIN. SLOPE PER STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. PROVIDE REQUIRED SEPARATION, SEE GITI' OF OMERIDIAN 5EWER NOTES 2 $ 3, 5HEEET GO.1 AND DIVISION 500 OF THE CITY OF MERIDIAN 5PEGIFICATION5. OINSTALL 48 SANITARY 5EWER MANHOLE PER 3 DIVISION 500 OF THE GITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. CONNECT TO EXISTING SANITARY SEWER OMANHOLE. COORDINATE WITH THE CITY OF 4 MERIDIAN. FIELD VERIFY EXI5TING INVERT ELEVATION AND LOCATION. CONTACT BREGKON LAND DESIGN IMMEDIATELY IF ANY DISGREPANCIES. OINSTALL 8" 5EWER MAIN, 5EWER PIPE SHALL BE 5 BELL AND SPIGOT, PVC, 5DR35 MEETING A5TM 3034 AND DIV15ION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. SEWER NOTES I. A 14'-0" ACCESS PATH PER CITY OF MERIDIAN REQUIREMENTS SHALL BE INSTALLED ALONG THE PROPOSED 5EWER MAIN IF FUTURE DRIVE AISLES ARE NOT GON5TRUGTED PRIOR TO UTILITY U5A6E. SANITARY SEWER PLAN N 30 0 30 (90 90 ■ SCALE: I"= 30'-0" 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1979'T VI2/22 P/ F OF \Q' P RE SMPR/ Copyright C 2021 All ght d Frp tl [ ,loan tr v ns m i u a of e k� a o slg I l a l i hiem io cnn al prosecutor. V Q0Nz J_ � J >DoMon OQOW I W W O> U) L0Z>- rr Z( nQ < Q Q Q W w Z � N U) W N N CI Q�M1'W N W 9 HWpK07J m Q��QOm N O Q 22 2 2 j000 7W U REVISIONS N. Date Description 02/09/22 CITY COMMENTS PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C3.1 No Text No Text M L H G IC C B A E OVERLAND ROAD PRESSURE IRRIGATION PLAN — ——1973.87' SEC CORNER CP&F # 105155 16 15 a 22 —— — — — — — — — 8 — — — 4_PI 4"PI 6 -- ---- 1 228 LF I 76 LF IRRIGATION LEGEND IR PRESSURE IRRIGATION �� _ = PVG IRRIGATION SLEEVE ----- ---- ----- EASEMENT ® GATE VALVE X SERVICE STUB O MANUAL DRAIN VALVE �Q. AIR RELEASE VALVE IV BAGKFLOW PREVENTOR ® GROUNDING LOCATIONS PER PLANS, SEE DETAILS -7 $ 8/Li.1. CAUTION NOTICE THE CONTRACTOR IS 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 POSSIBLE, 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. IRRIGATION CALLOUT O4" PVG PRESSURE IRRIGATION LINE WITH CONTROL WIRE PER DETAIL 5/G6.05. LENGTH PER PLANS. OINSTALL SERVICE STUB PER DETAIL 58T/G6.05. 51ZE AS I" UNLESS OTHERN15E NOTED. OINSTALL SERVICE STUB PER DETAIL 547/G6.05. SIZE AS 2" UNLE55 OTHERWISE NOTED. OLOCATE MANUAL DRAIN VALVE AT LOW POINT IN MAINLINE, SEE DETAIL 4/G6.05. OLOCATE AIR RELEASE VALVE AT HIGH POINT IN MAINLINE, SEE DETAIL 2/G6.05. © INSTALL ISOLATION VALVE PER DETAIL I/G6.05. O8" AMA G-GOO IRRIGATION SLEEVE. PROVIDE ADDITIONAL SLEEVE FOR CONTROL HIRES AS NEEDED. ® GO DEC, ELBOW WITH CONCRETE THRUST BLOCK AS DETAIL 8/G6.05. OCONNECT TO EXISTING 4" IRRIGATION STUB. INSTALL 4"x4"x4" TEE (FLGXFLGXFLG), GATE 10 VALVE (FLGXM,ll HHERE INDICATED AND THRUST BLOCK. O45 DEC, ELBOW HITH CONCRETE THRUST BLOCK AS 11 PER DETAIL 2/G-7.5. 12 22.5 DEC,. ELBOW WITH CONCRETE THRUST BLOCK AS PER DETAIL 8/G6.05. NAMPA MERIDIAN IRRIGATION DISTRICT NOTES I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR N5PEGTION AND MAINTENANCE 15 IN EFFECT PRIOR TO THE PREGONSTRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE 15 REQUIRED. 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRICT "PRESSURE URBAN IRRIGATION 5PEGIFIGATION5" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PI SYSTEM NOTES: I. PUMP STATION AND PRESSURE IRRIGATION HILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS A55OGIATION. 2. GRO55 CONNECTION BACKUP SOURCE PROVIDED FROM CITY OF MERIDIAN HATER. 5. REDUCED PRESSURE BAGK FLOW ASSEMBLY MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY AND MERIDIAN HATER DEPARTMENT. 4. COMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES SHALL BE LOOPED TO PROVIDE MULTIPLE CONNECTIONS TO THE PI DISTRIBUTION MAIN VIA PROVIDED SERVICE TAPS PER PLANS. 1979'T 1/12/22 �p RE SMPR/ Copyright :C 2021 All rights res—d Rsprod-- or uss In any I — or b9 a,Y meanswith- -1— permission of Breckon L_d Design. Inc. Is unla"n and subject to cnmmal pro ..ul on. J JpMZ o0 > O z OQOF— J OSOzp� Q W QQQD W w _I fr LO LLJ N�L 1- Cc N b Q�M1W N 0007, Q. 9 HWOK07J W20I-x mad>aom 2 IE �aOxw DIE Q 2>•W f U REVISIONS N. Date Description 02/09/22 CITY COMMENTS PROJECT ND.: 21100 DRAWN BY: III CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C5.1 1 1 2 1 3 4 5 6 r7 8 10 HE 12 13 14 15 16 L RARE ID VALVE BOX `ABRIG BARRIER I PEA GRAVEL SUMP , LENGTH AS REQUIRED D BELL x BELL :E5TRAINED, RESILIENT GATE VALVE PVC, MAINLINE LJ MAIN LINE ISOLATION VALVE K I NOT TO SCALE RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX WITH LOCKING LID, AS SPECIFIED FINISH GRADE " AIR 4 VACUUM VALVE Z ASSEMBLY ARI D-040-C OR _ I EQUAL. I 1-III 11-III=III- NO. 5 REBAR OR I" 5GH. 40 11=III-III-III STEEL PIPE, WITH (2) I=III-III-III- -III-III-III-III-I STAINLESS STEEL GEAR =1=1=1=1 CLAMPS OR APPROVED I -III -III -III -III -I I EQUAL. -III-III-III-III-I I I -III -III -III -III -I -I I I -III -III -III -I I I " 5GH. SO NIPPLE H 1=III-III-III-III=1 III -III -III -III -III " BALL VALVE II IIIIIIII VALVE BOX EXTENSION AS II II IIIII III III REQUIRED -III -III III III=111- I III III F PAVING BRICK (I OF 4) III III -III =-_ �I - I" 5GH. 80 NIPPLE _III-111-' =1I I III-1I I I I I I-1I I-1I I-11 FILTER FABRIC BARRIER __- - - _- REDUCER/ ADAPTER AS III -III=III=III-' REQUIRED 6" DEEP PEA GRAVEL =1I1=1I1-1, SUMP IIIII G LEEMGO DUGTILEIF 1= NOTE: GASKETED SERVICE TEE, - I. AIR AND VACUUM RELEASE LEEMGO SADDLE TAP OR -r TO BE PLACED ON HIGHEST APPROVED EQUAL. SIZE =III=III -III=III= MAINLINE POINT. FIELD TO MATCH MAINLINE. =III=III-11=III=1I1=_1 111=1I1=111 111-111-111-111 ADJUST AS REQUIRED. a 1=III-III- .-III-III-I�' I I=1I1=1I1=1 I I - 0 AIR RELIEF VALVE 0 F 2 N NOT TO SCALE N O N a o INSTALL FINISHED SURFACES L PER PLANS. ANS. 0 IL FINISH GRADE m E o N 0 I LOCATOR TAPE EE m L N 0 U � O b AWG SHIELDING WIRE N (SOLID BARE COPPER) D ° 0 LATERAL LINE �- 5ANO OR ROCK FREE 501L 3 AROUND ALL PIPE o COMMON AREA MAINLINE rn TWO WIRE CONTROL WIRE IN I" SCHEDULE 40 CONDUIT ALONG MAIN LINE c m -II1i1111 I1 _ L - - PRE55URE IRRI6ATION =1I1-1I1- I1=111 MAINLINE 1-111=� 1 =1I1-1I1-1I1- o -1 I -III-III=III=III=III=III-III-III=1 -I I -III- I1 a IIIII 1I1 NOTE: v I. ROUTE CONTROL WIRE ALONG ALL PRE55URE IRRIGATION MAINS. 0 2. LOCATE ALL WIRE SPLICES IN 8" ROUND VALVE BOX WITH BLACK COVER AND APPROXIMATELY 24" LENGTH COILED WIRE. USE 3M ULG CONNECTORS AND B E PREFORMED SUPER 5ERV15EAL WATERPROOF WIRE SPLICE KIT (SPLICE ALL WIRE E PAIRS). ° U 3. CONTROL WIRE5 TO BE GROUNDED WITHIN EVERY 1,000 FEET AND ALL END OF RUN LOCATIONS. INSTALL 'HUNTER' ICE) DECODER AND EARTH GROUND WITH LESS THAN v° 10 OHMS RESISTANCE PER MANUFACTURES RECOMMENDATIONS. > 4. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, ° AND MANUFACTURER'S RECOMMENDATIONS. 5. PROVIDE AN ADDITIONAL 2" SLEEVE AT ALL PRESSURE IRRIGATION MAINLINE O 0 SLEEVE LOCATIONS FOR CONTROL WIRES. cV o TRENCH SECTION AN m m a N 1 1 2 1 3 1 4 FIN15H III 24" CONCRETE PIPE. LENGTH GRADE III - I -I I A5 REQUIRED STANDARD - I I - IIIE NIBGO 1 1/2" BRASS BALL MANHOLE L-III- DRAIN VALVE WITH "T" FRAME AND -III-III HANDLE OR APPROVED EQUAL COVER. I1-III=I -III IIIIIIII LEEMGO DUCTILE IRON NOTE: GA5KETED SERVICE TEE OR _II APPROVED EQUAL. 51ZE TO I. DRAIN LINES MAY BE MATCH MAINLINE. DIRECTED TO THE SITE DRAINAGE LOW POINT IN MAINLINE, 51ZE SYSTEM WHERE PER PLANS APPLICABLE. REFER TO PLANS FOR MORE REDUCER/ ADAPTER A5 REQUIRED INFORMATION. 2. NSTALL MAINLINE DRAINS AS REQUIRED GALVANIZED IRON NIPPLE TO PROVIDE COMPLETE DRAINAGE GALVANIZED IRON FITTINGS OF IRRIGATION SYSTEM. 2" WA5HEO DRAIN ROCK 2 3. TAPE ALL u� G.Y. MIN. JOINTS. DIG TO FREE DRAINING SOILS III II I�.` I -III III _. III I� IHIHIH11=In-I� III-_ III -III-' � I PRESSURE IRRIGATION 4 NOT TO SCALE MAN UAL DRAIN VALVE FINISH III III_ 6" P.V.G. RISER, A5TM 3034, WITH GRADE =III -III -III=III= 51?R 35 VALVE MARKER GAP. 200 P51, -III-III FORD OR MUELLER BRASS, 200 AWWA G-q01 -III-III- =III=III P51 CURB STOP VALVE, FEMALE POLYETHYLENE III -III- IRON PIPE THREAD (FIPT) OR PIPE TO SERVICE=III=III APPROVED EQUAL CONNECTION-I1 LEEMGO DUCTILE IRON 6A5KETED SERVICE TEE OR SADDLE. SIZE TO MATCH SLOPE PIPE TO MAINLINE. MAINLINE REDUCER/ ADAPTER AS MIPT X INSERT REQUIRED BRASS ADAPTER WITH TWO 5TAINLE55 5GH. 80 NIPPLE STEEL CLAMPS SLOT SLEEVE TO FIT OVER NOTE: VALVE AND SERVICE PIPE. I. REFER TO "PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT" DETAIL FOR ADDITIONAL INFORMATION. SERVICE CONNECTION TO PE SERVICE LINE, 51ZE PER PLANS 10' CURB STOP VALVE IN SLEEVE, SIZE PER PLANS. II 5 i I I PRESSURE IRRIGATION MAINLINE PER PLANS. I ED STREET ELBOW SERVICE TEE OR SADDLE TAP qO D THREAD PLAN VIEW: SCHEDULE 80 PVW/FIPT PER PLANS. I I b" GAP _-- --� GROUND LEVEL EXTEND PIPE 15" ABOVE FINISH GRADE, CAP PIPE ENSURE A WATER TIGHT SEAL. i I 6" X 36" VALVE I a SLEEVE z CUB STOP VALVE fl) 200 PSI, AWWA PVC, RISER, w G-q01 ASTM 3034, SERVICE TEE OR 0 POLYETHYLENE WITH 5DR 35 SADDLE TAP WITH z PIPE GAP. FIPT PER PLANS w MIPT X INSERT BRASS, 200 F51 BRA55 CURB STOP VALVE, ADAPTER WITH FEMALE IRON PIPE TWO STAINLESS THREAD (FIPT) b STEEL CLAMPS O I I SLOT SLEEVE --- -- O FIT OVER-/ TVALVE AND MIPT X INSERT SERVICE PIPE. BRA55 ADAPTER LAYOUT' SECTION VIEW: WITH TWO I SOLVENT WELD STAINLESS STEEL I X MIPT CLAMPS III SCHEDULE 80 PVC ADAPTER PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT DISTANCE CHART 1E EREE FIN AIR FINDER WIRE. SEE ISPWG 5D-514 REFER TO THE FOLLOWING TABLE THAT L15T5 THE LENGTH (IN FEET) FOR EACH 51ZE/TYPE FITTING WITHIN FOR SPLICING WHIGH ALL JOINTS JU5T BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS 4 SPECIFICATIONS. AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF -10°, REFER TO CHART UNDER PIPE 51ZE TO 3" AND UNDER BENDS 610 YOU WILL SEE THE DISTANCE OF 11'. IF THERE 15 ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN II' OF THE 610° MAINLINE DIRECTIONAL CHANGE. (� PIPE BENDS REDUCERS DEAD END SIZE 11° 22- 45 90 1 STEP 2 STEP 3 STEP BLIND SERV. B. 2" I' I' 2' 6' - - - Iq' b' 2.5" 1' 2' 4' It. 4' - - 23' 10, 3" 2' 3' b' II' 8' 10, - 50, 15' 4" 2' 4' q' 20' 14' 20' 31, 45' 25' 6" 3' b' 13, 2q' 50, 40' 55' 63, 40' 8" 4' 8' 15 38' 53, 55' 63' 75' 70, 10" 5' q' Iq' 45' 36' S6' 75' q6' q0' 2" 5' 0' 21' S3' 38' 60' 83' 2' I lo, INSTALLATION CHART REFER TO THE FOLLOWING TABLE WHIGH LI5TS THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE OF PIPE WHICH 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 3/6" x 2.5" 20 2.5" 2 3/8" x 2.5" 20 3" 2 3/8" x 2.5" 20 4" 2 1/2" x 3" 50 b"1 2 50 8" 4 50 10" 4 5 8" x 5.5111 100 12" 1 4 5 8" x 5.5"1 100 5 CONTACT TONY GARNER ® (208) 631-7787, THE LEEMGO REPRESENTATIVE, FOR ALL QUESTIONS GONGERNING LEEMGO PRODUCTS. COORDINATE AN INSTALLATION CLINIC WITH TONY GARNER PRIOR TO INSTALLING THE MAINLINE. JOINT RESTRAINT NOTES WIRE SPLICE 6 NOT TO SCALE FINISH GRADE VALVE BOX 3M ULG CONNECTORS (SPLICE ALL WIRE PAIRS) PREFORMED SUPER 5ERV15EAL WATERPROOF WIRE SPLICE KIT PE-8q SHIELDED GABLE. LEAVE 24" SLACK WIRE ROLLED NEATLY FILTER FABRIC BARRIER 6" DEEP PEA GRAVEL SUMP 8 REDUCER DETAIL FOR HORIZONTAL PIPE BENDS, BEARING THRUST BLOCKS MUST PROVIDE 2500 P.5.1. GONGRETE POURED AGAINST UNP15TURBED EARTH PER TABLE I. all FOR HORIZONTAL PIPE BENDS, BEARING THRU5T BLOCKS MUST wtil FOR HORIZONTAL PIPE BENDS,- PROVIDE 2500 P.5.1. GONGRETE BEARINGTHRUST BLOCKS MUST POURED AGAINST UNDISTURBED PROVIDE 2500 P.5.1. CONCRETE ,_Q- EARTH PER TABLE 1. POURED AGAINST UNDISTURBED EARTH PER TABLE 1. 1 TRENGH 51 DE PIPE III NO. 12 COPPER FINDER WIRE. SEE SD-514 FOR SPLIGING TYPICAL BEND DETAIL CAST IRON VALVE BOX WITH NO. 12 COPPER FINDER COVER ARE. SEE I5PWG 5D-514 FOR SPLIGING CAST IRON GATE VALVE HAMMERHEAD THRU5T BLOGKIN6 ANCHOR BARS " MIN. DIAMETER) R) UNI-FLANGE SERIES 1500. PREGA5T BLOCK FOR GUT IN TEE �I I ` < a 4WAND pil CAST IN PLACE I III III III=1 III=1 I=1 WITH 2 " 1 6 MIN. DIAMETER MIN. REBAR VALVE ANCHOR DETAIL TABLE 1: THRUST AREA FOR HORIZONTAL BENDS... FOR VERTICAL PIPE BENDS, GRAVITY = II (III II III THRUST BLOGK5 MUST PROVIDE A VOLUME OF CONCRETE POURED _ AGAINST UNDISTURBED EARTH NEIGH IS III <, III I El I I SIZED FOR EXPECTED FORGES WITH A MINIMUM 1.5 FACTOR FOR SAFETY. VERTICAL BEND DETAIL = _ r_.OIL EEARN5 FTC = 2'1;1D FS-F WCCINS TF42 R4l1PY = EO P5 SAFETY FPGT02 = 1.5 MIMU N SCLAF€ FEET OF T}fiM AREA ONTO UCISTIM EARTFt SIZE CR VALVE 8943- eD HMS CR FEDUIR 3 0.8 1.1 0.6 O. 4 1.4 2.0 1.1 0.6 6 3.2 4.5 2.4 1.2 8 51 8.0 4.5 2.2 10 8.8 12.5 6.8 3.4 12 12.T 18.0 q.7 5.0 14 17.3 24.5 15.5 6.8 16 22.6 32 1-1.5 8.8 18 28.6 40.5 21.q 1 11.2 MU51 l7t INC.KtAStV bAStV UN lllrrtKtNI C.UNllI I IUNS (HIGHtK WUKKING PRE59JRE OR LOWER 501L BEARING STRENGTH). ** OR TEE ACTING A5 A 10° BEND. *** THRUST BLOCK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" AND 18" FOR PIPE 51ZE5 10"-Ib" OR THE 5QUARE ROOT OF THE REQUIRED BEARING AREA, WHIGHEVER 15 GREATER. 1 THRUST BLOCK AND ANCHOR DETAILS en1 MASTER VALVE 10 GRADE LEVEL NOTES: I. ANGHOR ALL VALVES CONNECTED TO P.V.G. PIPE AS SHOWN. 2. COVER BOLTS AND FLANGES WITH PLASTIC TO PROTECT FROM CONCRETE ADHERENCE DURING CONSTRUCTION OF THRUST BLOCKS. 3. SEE CHART FOR MIN. THRUST BLOGKS BEARING AREAS. 4. ALL CONCRETE TO BE 2500 P.S.I. STRENGTH POURED AGAINST UNDISTURBED EARTH. 5. PROVIDE 6 MIL. POPYPROPYLENE BETWEEN FITTINGS AND CONCRETE. 6. NOTIFY ENGINEER FOR ANY GONDITION OR PIPE SIZE NOT INDIGATED. ALL BLOGKS TO BE GENTERED AROUND PIPE SPRING LINE. T. SEE ISPWG STANDARD DRAWING NO. 5D-403 FOR MORE INFORMATION. RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX WITH LOCKING LID, AS SPECIFIED HYDROMETER AS SPECIFIED PVG FLANGE MAINLINE. 51ZE PER PLANS PAVING BRICK (I OF 4) 1/2" CRUSHED GRAVEL CONCRETE PAVER NOT TO SCALE TO 10' NO. 12 COPPER FINDER WIRE. SEE ISPWG SD-514 FOR SPLICING =III=11 IIIII HER FOR HORIZONTAL PIPE BENDS, - BEARING THRUST BLOCKS MUST PROVIDE 2500 P.5.1. GONGRETE POURED AGAINST UNDISTURBED EARTH PER TABLE I. II�II� TRENGH 51DE PIPE NO. 12 COPPER FINDER WIRE. SEE 5D-514 FOR 5PLIGIN6 _. 15 ------- L{ 10'-O" EASEMENT, - EITHER SIDE OF MAINLINE. I SIDE PROPERTY LINE I 51DE PROPERTY LINE I REAR PROPERTY LINE 1 TELEPHONE 4 GABLE TV NOTE: I. 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. Scale: NT5 � TRENGH I �� III -III=III �II�II III TEE DETAIL PLUG DETAIL 16 1979' 1/12/22 z RE SM Copyright QC 2021 All rights rese d Reprotlucron ar use -n a form or by arty means wifhou[ wnnen perm scion of Breckon Ldntl Des gn, Inc. is unlawful antl sublec[ to cnminal prosecu0on. V C� `J_/' JN rr- � LJJ J Q C* > z ao z OQOO C) = I_ -J > W C) V O OIr Ir 1 `z/' W�� N W V) W I..L CI �W1'W y 9 GLL�F �W NW WOIO2. 4LL=KJ RPM ya 2WF �� mao>aom d4 afz� QOK �W UzX. � REVISIONS PROJECT NO 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER C5.5 i TOPSOIL NOTES I. TOPSOIL REQUIREMENTS: A5TM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERGENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 E. INGH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS OVERLAND R LAN D R D. MATERIALS HARMFUL TO PLANT GROWTH. _ - 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS E E - OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF '"" •' •' •' • •'• • • • • • • • • • • • • • • • • • • • • • • • • • • SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND EF - FREE OF ROOTS, STUMPS, ORGANIG MATTER LARGER THAN 2 INGHE5 IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIG �/ -"• MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO AGHIEVE S 0 { 3. REPRESENTATIVE 5AMPLE5SHALLL BETESTEDFOR AGIDITY, ----_ ---------------� - - - - - - - - - - - - FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED y F - " GOMMERGIAL OR GOVERNMENT AGENGY AND GORES OF THE -------------- ------- - - - - - - - - - - - - - - - - - - - - - - - - - - TE5TINGA6ENGY'SFINDIN65AND REGOMMENDATION5SHALL BE J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE 5� GONTRAGTOR. ALL TOP501L SHALL BE AMENDED TO AGHIEVE 5PEGIFIED PH AND OR6ANIG 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 CONDITION. I { 4. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNE55 A5 51-HEDULED. PLAGE TOP501L DURING DRY y WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED I' I TO BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED. 5. GOMPAGTED TOP501L THICKNESS AT THE FOLLOWING AREAS: A. LAWN AREAS: G INGHE5 MINIMUM OR A5 NEGE55ARY TO N AGHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. B. PLANTER BEDS: 18 INGHE5 MINIMUM .f 6. FINE GRADE TOP501L TO SMOOTH, EVEN SURFAGE WITH LOOSE, - - - - - - - - - - I 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. o, - -7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE _ WITH EROSION AND SEDIMENT CONTROL PLAN. �---------------------------- s +s tea- a , AND OTHER IMPORTED FILL MATERIALS ' 8 ALL SUBBASE< I OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL s; I BE STOCKPILED OR TEMPORARILY PLAGED IN PROPOSED ; ,� LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM - - - - - - L - + - - - \ I BEING CONTAMINATED WITH ROCK MATERIALS. GONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE e : ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. i � I J I' J I II LANDSCAPE NOTES I. CONTRACTOR SHALL REPORT TO LANDSCAPE ARGHITEGT ALL GONDITION5 WHIGH IMPAIR AND/OR PREVENT THE PROPER EXECUTON OF THIS WORK, PRIOR TO BEGINNING WORK. `• I 2. NO MATERIAL 5U85TITUTION5 SHALL BE MADE WITHOUT THE LANDSCAPE ARGHITEGT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND GHARAGTER MAY BE GON5IDERED IF 5PEGIFIED PLANT MATERIALS GAN NOT BE OBTAINED. 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAYWN65. \ 4. GOORDINATE WORK 5GHEDULE AND 055ERVATION5 WITH _ _ _ _ _ _ _ _ _ _ _ LANDSCAPE ARGHITEGT PRIOR TO GONSTRUGTION START-UP. \Q 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 6. ALL PLANT MATERIAL SHALL GONFORM TO THE AMERICAN kN I NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. - - - - - - - - r PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY GONDITION. 7. IN THE EVENT OF A PLANT COUNT DI5GREPANGY, PLANT SYMBOLS SHALL OVERRIDE 5GHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LARGE (2" MINUS) DARK RIVER ROGK MULCH. SUBMIT SAMPLE FOR APPROVAL. 9L ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD \ \ OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY GONDITION IMMEDIATELY WITH THE SAME SIZE AND 5PEGIE5 AT NO G05T TO THE OWNER. E 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT 5URFAGE5 AND ENSURE POSITIVE DRAINAGE IN I _ AGGORDANGE WITH THE 51TE GRADING PLAN. u° 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE FCL I GUBIG YARDS OF APPROVED GOMPOST PER 1000 SQUARE o ^ FEET. ROTO-TILL ORGANIG MATTER A MINIMUM OF 6 INGHE5 N f l INTO TOPSOIL. o i 12. FERTILIZE ALL TREES AND SHRUBS WITH 'AORIFORM' PLANTING TABLETS. QUANTITY PER MANUFAGTURER'S RECOMMENDATIONS. 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAYNN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, GOMPAGT, AND FINE GRADE TOPSOIL TO A o SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFAGES / OF PLANTER BED AREA5, 1-1/2" BELOW ADJAGENT SURFACES OF TURF 50D AREAS, AND I" BLOW ADJAGENT 5URFAGE5 OF E o Q TURF SEED AREAS. ,I 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE III INSUFFICIENT. VERIFY SUITABILITY AND GONDITION OF I� I DI h^ I I I TURF AREA PREPARATION 20 III o NOTES: I. LIMIT TURF SUBORADE PREPARATION TO AREAS TO BE 0 � '.. PLANTED. J 2. NEWLY GRADED 54JB6RADE5: L005EN 5UB6RADE TO A T � MINIMUM DEPTH OF 4 INGHE5. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND w OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF E. VACHERON ST. Y - - I THEM OFF OWNERS PROPERTY. a _ 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL 3 - - - THIGKNE55 OF 50D. 5. UNGHANGED 5UBGRADE5: IF TURF 15 TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATING, N GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, C a II I I PREPARE SURFAGE SOIL AS FOLLOWS: A. REMOVE Ir, E 501L. N&V6ETATION, AND TURF. DO NOT MINTO S J B. LOOSEN SURFAGE 501L TO A DEPTH OF AT LEAST 6 INGHE5. APPLY SOIL AMENDMENTS AND FERTILIZERS r"-�, AGGORDING TO PLANTING 501L MIX PROPORTIONS AND 0 MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL o TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. 6. APPLY 501L AMENDMENTS DIREGTLY TO SURFAGE SOIL BEFORE L005ENIN6. o I A. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION a I AND STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS w _ _ _ _ MATTER. B E - - _ B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING o CRASS, VEGETATION, AND TURF, OFF OWNER'S u PROPERTY. 7. FIN15H 6RADIN6: GRADE PLANTING AREAS TO A SMOOTH, o -- UNIFORM SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE o - TEXTURE. GRADE TO WITHIN PLUS OR MINU5 1/2 INGH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND L o FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH o i�� GRADING TO AREAS THAT CAN BE PLANTED IN THE A OVERALL LANDSCAPE PLAN IMMEDIATE FUTURE. 8. M015TEN PREPARED AREA BEFORE PLANTING IF 501L 15 DRY. WATER THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. 9. BEFORE PLANTING, OBTAIN LANDSCAPE ARGHITEGT-5 AGGEPTANGE OF FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. LANDSCAPE AREA LANDSCAPE LEGEND PREPARATIONNOTES. `\ / EXISTING PLANTS TO REMAIN I. LIMIT TURF 5UBGRADE PREPARATION TO AREAS TO B PLANTED. �J \� 2. NEWLY GRADED 5UBGRADE5: L005EN 5UB6RADE TO A MINIMUM DEPTH OF 4 INGHE5. REMOVE STONES LARGER THAN I INGH IN ANY EXISTING 6' VINYL FENGE DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. - - - - - - - - - - GUT EDGE AS DETAILED A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INGHE5 IN TURF AREAS AND 18 INGHE5 AT SHRUB BED AREAS BUT NOT LESS - - PROPERTY LINE (VERIFY) THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT 5PREAD IF PLANTING 501L VERTIGAL GUI LOCATION OR 5UB6RADE 15 FROZEN, MUDDY, OR EXGE551VELY NET. B. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. GURB AND GUTTER LOCATION G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNE55 OF 501D OR SEED. SCORE JOINT (TYPIGAL) 3. UNGHANGED 5UBGRADE5: IF TURF 15 TO BE PLANTED IN AREAS EXPANSION JOINT (TYPICAL-) UNALTERED OR UNDISTURBED BY EXGAVATING, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS AGGESSIBLE RAMP LOGATION FOLLOWS: WITH DETEGTABLE WARNING A. REMOVE EXISTING 6RA55, VEGETATION, AND TURF. DO NOT MIX SURFAGE INTO SURFAGE SOIL. B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHE5. NEW GONGRETE FLATWORK PROVIDE WEED ABATEMENT PROGEDURE. APPLY 501L AMENDMENTS AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHE5 OF TURF 50D OVER APPROVED SOIL. TILL 501L TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. TOPSOIL A5 5PEGIFIED G. APPLY 501L AMENDMENTS DIREGTLY TO SURFAGE SOIL BEFORE LOO5ENIN6. D. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND 3" DEPTH OF 2" MINUS BARK STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. MULGH OVER DEWTT 5 PRO E. LEGALLY DISPOSE OF WA5TE MATERIAL, INGLUDING GRA55, WEED BARRIER FABRIG AND VEGETATION, AND TURF, OFF OWNER'S PROPERTY. TOPSOIL AS 5PEGIFIED OR APPROVED EQUAL 4. FIN15H GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH L005E, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INGH OF FINISH ELEVATION. ROLL AND EXISTING TURF GRA55, TO RAKE, REMOVE RID&E5, AND FILL DEPRE5510N5 TO MEET FIN15H REMAIN GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE EXISTING LANDSCAPE BED, PLANTING. DO NOT GREATE MUDDY SOIL. TO REMAIN (q. BEFORE PLANTING, OBTAIN LAN05GAPE ARGHITEGT'S AGGEPTANGE OF FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND 15 LIMITS OF PROPOSED TOO DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND 15 F FOR A - - - - - - - - - - LAND5GAPING 24 HOUR PERIOD. WIND SHALL BE LE55 THAN 5 MPH. TOP501L AS A GROWING MEDIUM. PERFORM 501L TEST/ ANALY515 AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY 501L TESTS. TOP501L SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIG MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRA55 OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ON51TE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR B) IMPROVE ON-51TE TOP501L WITH METHODS APPROVED BY THE LAND5GAPE ARGHITEGT. 15. IF IMPORTED TOP501L FROM OFF-51TE 50URGE5 I5 REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOT5, STUMPS, STONES LARGER THAN 2 INGHE5 IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIG MATTER HARMFUL TO PLANT GROWTH. A) OBTAIN TOP501L FROM LOCAL 5OURGE5 OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIG5 TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOP501L ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OGGUR5 AT A DEPTH OF NOT LE55 THAN 4 INGHE5. B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY, TOXIGITY, AND GENERAL TEXTURE BY A REGOGNIZED GOMMERGIAL OR GOVERNMENT AGENGY AND COPIES OF THE TESTING ACENGY'5 FINDIN65 AND REGOMMENDATION5 SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOP501L SHALL BE DELIVERED IN A FROZEN OR MUDDY GONDITION. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. I(q. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE 51TE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR FAGILITIES. TREES SHALL NOT BE PLANTED WITHIN 5'-0" OF AN A.G.H.D. SIDEWALK. 15. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER THAN 15" SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE BEDS, INFILTRATION FAGILITIES OR PIPING SYSTEMS. GL 5EEPA&E BEDS AND OTHER STORM DRAINAGE FAGILITIE5 MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF THE LAN05GAPE IRRIGATION SYSTEM. 20. IN THE EVENT OF A DISGREPANGY, NOTIFY THE DE516N PROFESSIONAL IMMEDIATELY. WEED ABATEMENT NOTES: I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDRO5EEDIN6. 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH PROUI (GONTAGT HERBIGIDE) OR APPROVED EQUAL. 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIG IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS WATERING PERIOD, DISGONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. 5. APPLY SECOND APPLIGATION OF ®ROUND-UPA TO ALL EXPOSED WEEDS. APPLY IN 5TRIGT GONFORMANGE WITH MANUFAGTURER'S 5PEGIFIGATION5 AND IN5TRUGTION5. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. 6. IF ANY EVIDENGE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATION5, GONTRAGTOR SHALL B DIRECTED TO PERFORM A THIRD APPLICATION. i. AT THE TIME OF PLANTING AND HYDROSEEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. Copyright C 2021 All right, r,,,,,d Frp tl[ lo,, b' Y ih t : t[ p f B k L_d D. 9 9 1 a,d s,biem to cnm "al pro .... t on. W < L Q 0 N J Q CO w LLJ 0- OQOQ Ir 1 ) Lu Q Q 00 2 zJ Q Q Q Q J QLLJ W Ir LIJV� C > :E C\JI O m ch ).Www m w 9 HWOK07J r`\ wgo 05 3w CK m 0 ad>aom N Q 2 2 2 �a OX 7w Q2�w �L U REVISIONS N. Date Description 02/09/22 CITY COMMENTS PROJECT NO.: 21100 DRAWN BY: CS/KH CHECKED BY: JB/MW DATE: 01/12/2022 SHEET NUMBER L1.1 4 5 6 r7 8 10 HE 12 1 13 1 14 1 15 1 16 No Text No Text