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CC - Construction DrawingsIva L 21 7 T ■ F Q N 00 O 0 N E O L Q 0) L 0 L 0 D 0 a O rn cL 0 QQ N 0) Q B N 0 z L L 0) N O AN 0 T- 0 C- CL tz SHELBURNE SUBDIVISION NO. 2 LOCATED IN THE N-'2 OF THE SWI OF SECTION 28 T. 3N., R. 1E., B.M., ADA COUNTY, IDAHO 2017 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: IDAHO SURVEY GROUP PHONE: 208-846-8570 LANDSCAPE ARCHITECT/CIVIL ENGINEER: BRECKON LAND DESIGN PHONE: 208-376-5153 DEVELOPER: SHELBURNE PROPERTIES, LLC RANDAL CLARNO 480-401-0800 BENCHMARK &DATUM 1 SURVEY WAS CONDUCTED BY IDAHO SURVEY GROUP BENCHMARK PK NAIL & WASHER ELEVATION (NAVD88)=2683.47' N:2732.92 E:6958.48 . CO i i 7ml 01 KINGSBRIDGE SUBDIVISION NO. 1 LKINGSBRIDGE 7=1l ( ,SUBDIVISION NO.1 HORIZONTAL DATUM BASED ON ADA COUNTY GIS VERTICAL DATUM BASED ON STATIC OCCUPATION OF TBM #1 PROCESSED THROUGH OPUS ELEV = 2697.32' SEE SHEET C2.1 FOR BENCHMARK LOCATION. CONFIRM WITH IDAHO SURVEY GROUP PRIOR TO CONSTRUCTION. 2 3 4 5 ZALDIA LANE I- AMITY HQAD I VICINITY MAP .. . 500 1000 1500 500'-0" SHEET INDEX C1.0 GENERAL IMPROVEMENT PLANS C1.1 GENERAL IMPROVEMENT PLANS C1.2 GENERAL IMPROVEMENT PLANS C1.3 GENERAL IMPROVEMENT PLANS C2.1 GRADING IMPROVEMENT PLANS C3.1 ROADWAY IMPROVEMENT PLANS C3.2 ROADWAY IMPROVEMENT PLANS C3.3 ROADWAY IMPROVEMENT PLANS C3.4 ROADWAY IMPROVEMENT PLANS C4.1 STORM SEWER IMPROVEMENT PLANS C4.5 STORM SEWER IMPROVEMENT PLANS C5.1 SEWER IMPROVEMENT PLANS C5.2 SEWER IMPROVEMENT PLANS C5.3 SEWER IMPROVEMENT PLANS C5.4 SEWER IMPROVEMENT PLANS C6.1 WATER IMPROVEMENT PLANS C7.1 PRESSURE IRRIGATION PLANS C7.5 PRESSURE IRRIGATION PLANS C8.1 GRAVITY IMPROVEMENT PLANS 1-1.0 LANDSCAPE IMPROVEMENT PLANS 1-1.1 LANDSCAPE IMPROVEMENT PLANS 1-1.2 LANDSCAPE IMPROVEMENT PLANS 1-1.5 LANDSCAPE IMPROVEMENT PLANS L2.0 IRRIGATION IMPROVEMENT PLANS L2.1 IRRIGATION IMPROVEMENT PLANS L2.2 IRRIGATION IMPROVEMENT PLANS L2.5 IRRIGATION IMPROVEMENT PLANS L2.6 IRRIGATION IMPROVEMENT PLANS CAUTION NOTICE CERTIFICATION OF COMPLIANCE THE CONTRACTOR IS SPECIFICALLY 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 ENGINEER OF RECORD GERTIFIES THAT THE PLANS ARE PREPARED IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE SUBSTANTIAL CONFORMANCE WITH THE ADHD POLICY AND STANDARDS IN SUSU IN E E EFFECT LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH N N ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES ITHE DESIGN. ALL CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWON THE PLANS. ALL EXISTING CONDITIONS AND STRUCTURES, NOT VARIANCES FROM ADHD POLICY SHALL BE APPROVED IN WRITING. THEN SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE ARE DAMAGED DURING THE COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL APPROVED FOR THE PROJECT: NONE COST 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. E 7 0 E 10 11 12 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP COVER SHEET NOTES EXISTING CONDITION & DEMOLITION PLAN LIGHTING PLAN GRADING PLAN E. FRATELLO ST. S. STOCKENHAM AVE. E. PEACEFUL POND DR. S. HOWRY AVE. STORM PLAN STORM DETAILS E. FRATELLO ST. E. PEACEFUL POND DR. S. STOCKENHAM AVE AND CT S. HOWRY AVE. WATER PLAN PRESSURE IRRIGATION PLAN PRESSURE IRRIGATION DETAILS GRAVITY IRRIGATION PLAN OVERALL LANDSCAPE PLAN LANDSCAPE PLAN - AREA ONE LANDSCAPE PLAN - AREA TWO LANDSCAPE DETAILS OVERALL IRRIGATION PLAN IRRIGATION PLAN - AREA ONE IRRIGATION PLAN - AREA TWO IRRIGATION DETAILS IRRIGATION DETAILS FINAL P LAT - 1 FINAL P LAT - 2 13 14 15 16 SS��NAL EHC \STERF�14e� OF yE W S Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:01:46 -06'00' E l0 c W om 0L E c �oNn 0 0 �, E 'w m m coo [� 0 a]<, E o c c6 C7� m o❑'OU c o"0 L > C 0aL'�a �tbNJ oU w-0 Fona�-o �0 Z c m U J W U J 3 Cd L Co CO • • • • • • ?i LL w CO CD Copyright © 2017 All rights reserved.Reproduction or use in any form or by any meanswithout written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. N C%) z O Q Z J Z �o LU Lu oz ww 60<Q �� FD Orr C, r) F. Cc LLJ11->LU W :E Z2 0 Ir JU Z) Q m cC J uJ W = W C/) (.D Cl) 0 z QKp= W yWpCO�J ?LL a Q CW>9W?�� ■ p�pp �QC7QCWW ca �l NG°Qg2z ZW z .JIq tQ.12}W � O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP O CHECKED BY: U MS, JB DATE: 9/6/17 2F O SHEET NUMBER O T C1.0 L K J I 107 F Q N co 0 0 N E 0 0 E 0 Q 0 c 0 c D 0 T Q N 0 D_ rn C 0 0 0 z N 0 0) Q U B N 0 z c 0) N 0 AN U T_ tZ C6 1 UTILITY GENERAL NOTES I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE GONTRAGTOR SHALL DETERMINE THE EXACT LOGATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGINO WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND A LL L ALL DAMAGES WHIGH MAY BE OGGASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. GONTRAGTOR SHALL GOORDINATE AND VERIFY ALL UTILITIES/BUILDING GONNEGTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL GONTRAGTOR PRIOR TO GOMMENGIN6 WORK. 3. ALL GONTRAGTORS GONDUGTING UTILITIES WORK SHALL HAVE IN THEIR POSSESSION AT ALL TIMES, A COPY OF ALL RELEVANT 5PEGIFIGATIONS. 4. GONTRAGTOR SHALL NOTIFY THE ENGINEER OF REGORD OF ANY PLAN DISGREPANGIES PRIOR TO GON5TRUGTION. ANY PLAN GHANOE5 MUST BE APPROVED BY THE ENGINEER OF RECORD. 5. GALL DI6LINE PRIOR TO EXCAVATION: 208-342-1585. 6. GONTRAGTOR SHALL PROVIDE THE ENGINEER OF RECORD THE FOLLOWING AS BUILT INFORMATION FOR RECORD DRAWING PURPOSES: A. HORIZONTAL LOCATIONS OF SANITARY SEWER MANHOLES AND GLEANOUT5. B. RIM AND INVERT ELEVATIONS OF SANITARY SEWER MANHOLES AND GLEANOUTS. G. TYPES AND LENGTHS OF PIPES D. HORIZONTAL LOGATION5 OF FIRE HYDRANTS, DOMESTIC, WATER VALVES AND DOMESTIC, WATER METERS 7. POTABLE WATER LINE AND NON POTABLE WATER LINE GR05SIN65 REQUIRE 18" OF VERTICAL SEPARATION DISTANCE FROM OUTSIDE WALL OF PIPES. GONTRAGTOR MAY NEED TO INSTALL POTABLE WATER LINE GREATER THAN THE TYPICAL 4 FEET DEPTH TO MEET SEPARATION REQUIREMENTS. HOWEVER, THE GONTRAGTOR SHALL NOT INSTALL POTABLE WATER LINE WITH GREATER THAN 60" COVER FROM TOP OF PIPE TO FINISHED GRADE. 8. ALL WELL ABANDONMENT SHALL BE COMPLETED IN AGGORDANGE WITH THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RE50URGE5 (IDWR) AND IDAHO CODE. THE GONTRAGTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION (334-2180). q. EXISTING OVERHEAD POWERLINE5 SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVIGE TO ADJAGENT PROPERTIES. THE GONTRAGTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 10. EXISTING SEPTIC, SYSTEMS A550GIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE ABANDONED AGGORDIN6 TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TEGHN16AL 6UIDANGE MANUAL. THE GONTRAGTOR SHALL VERIFY THE LOCATION OF THE SEPTIC, TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE D15GONNEGTED FROM THE SEPTIC, TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC, TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE GONTRAGTOR SHALL VERIFY THE EXISTENGE OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE OEOTEGHNIGAL ENGINEER AFTER FIELD SITE IN5PEGTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF 51TE OR MIXED WITH THE WETLAND STRIPPIN65 IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXGAVATED SOILS, THE CONTRAGTOR SHALL BAGKFILL THE DRAINFIELD AREA WITH STRUGTURAL FILL. DEMOLITION GENERAL NOTES I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE SPEGIFIGATIONS AND/OR REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRIGT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC, WORKS GON5TRUGTION (ISPWG), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY SHA THE GONTRAGTOR ONLY. Y WITH IDAHO GODS L LL GOMP L CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FAGILITIES DAMAGE PREVENTION. THE GONTRAGTOR SHALL GONTAGT THE APPROPRIATE UTILITY GOMPANIE5 OR D16LINE (1-800-342-1585) FOR EXACT LOCATION A MINIMUM OF 48 HOURS PRIOR TO DIGGING. 3. UTILITIES ON THIS PLAN ARE BASED UPON REGORD DRAWINGS AND AS -BUILT SURVEY. KM ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN GOMPRI5E ALL UTILITIES IN THE AREA, EITHER IN SERVIGE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOGATION INDICATED AND HAS NOT PHYSIGALLY LOCATED THE UNDERGROUND UTILITIES. THE GONTRAGTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTECT EXISTING FAGILITIES NOT REMOVAL FOR SGHEDU ED AND COORDINATE WITH THE PROJECT L L ENGINEER IF UNEXPEGTED FAGILITIES ARE ENCOUNTERED. 4. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. REMOVAL OF EXISTING GONSTRUGTION DEBRIS MUST CONTINUE TO EXPOSE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE ON, 6P, ON, 5W, SP, SM IN AGGORDANGE WITH THE UNIFIED SOIL GLASSIFIGATION SYSTEM (USGS). GONTRAGTOR SHALL COMPLY WITH ALL RECOMMENDED GON5TRUGTION GON5IDERATION5, AS CONTAINED IN THE PROJECT 6EOTEGHNIGAL EN6INEERIN6 REPORT. 5. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXGAVATED AREA SHALL BE IN5PEGTED BY THE PROJEGT 6EOTEGHNIGAL ENGINEER TO VERIFY SUITABILITY OF SUBGRADE FOR PLACEMENT OF STRUGTURAL FILL. THE EXPOSED SUBGRADE MUST BE IN A GOMPAGT, FIRM AND STABLE CONDITION PRIOR TO FILL PLACEMENT. THI5 WILL BE CONFIRMED BY PROOF -ROLLING THE SUBGRADE 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-SITE LOCATION. THE GONTRAGTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE SITE. 7. GONTRAGTOR 15 RESPONSIBLE FOR 5EGURIN6 AND PAYING FOR ALL PERMITS REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENGY. 8. GONTRAGTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NEGE55ARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL OPERATIONS. q. GONTRAGTOR SHALL GONOUGT GON5TRUGTION OPERATIONS TO PREVENT ANY 501L OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC, RIGHTS-OF-WAY. 10. GONTRAGTOR SHALL REMOVE OR6ANIG OR DISTURBED SOILS WITHIN GLEARIN6 LIMITS SHOWN ON THE GON5TRUGTION PLANS TO DEPTHS AS REGOMMENDED PER THE 6EOTEGHNIGAL REPORT, AND WASTED OR 5TOGKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NEGE55ARY TO OBTAIN SUITABLE SUBGRADE MATERIALS AS DETERMINED BY THE OEOTEGH CONSULTANT. 11. GONTRAGTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOP501L AND VEGETATION WHERE STRUGTURAL FILL 15 TO BE PLACED. GONTRAGTOR SHALL STOGKPILE MATERIAL IN DESIGNATED ON-SITE SPOIL PILE LOCATION FOR LAN05GAPIN6. MATERIAL IN EXGE55 OF THE LAN05GAPIN6 NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-51TE LOGATION. 12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING GONDITION5 OF THE 51TE PRIOR TO GON5TRUGTION. GEOTEXTILE GENERAL NOTES I. IF REQUIRED, GONTRAGTOR SHALL USE APPLICABLE GON5TRUGTION OEOTEXTILE5 AS 5PEGIFIED IN ISPWG 5EGTION 2050. AGGREGATE AND ASPHALT GENERAL NOTES I. GONTRAGTOR SHALL USE UNGRUSHED AGGREGATES MEETING ISPWG SEGTION 801. 2. GONTRAGTOR SHALL USE GRUSHEO AGGREGATES MEETING ISPWG 5EGTION 802. 3. GONTRAGTOR SHALL USE PLANT MIX A66REOATES MEETING ISPWG 5EGTION 803. 4. GONTRAGTOR SHALL USE ASPHALT PAVEMENT PROGEDURE5 MEETING ISPWG SECTION 805. 5. GONTRAGTOR SHALL USE PLANT MIX PAVEMENT MEETING ISPWG SEGTION 810. PROJECT GENERAL NOTES I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE SPEGIFIGATIONS AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN PUBLIC, WORKS DEPARTMENT, AND/OR THE ADA COUNTY HIGHWAY DISTRICT. 2. ALL GONTRAGTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR GOMPLIANGE WITH ALL APPLIGABLE SAFETY LAH5 OF ANY JURISDICTIONAL BODY. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL BARRIGADES, SAFETY DEVICES AND CONTROL OF TRAFFIC, WITHIN AND AROUND THE GONSTRUGTION AREA. 3. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING A6ENGIE5 OR AS SET FORTH HEREIN, WHIGHEVER IS MORE RE5TRIGTIVE. 4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE GONTRAGTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGIN6 WORK AND A6REE5 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHIGH MAY BE OGGA51ONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5. GONTRAGTOR SHALL INFORM BREGKON LAND DE516N OF ANY UTILITY SIZE OR LOGATION DISGREPANGIES PRIOR TO GON5TRUGTION. 6. ALL GONTRAGTORS WORKING WITHIN THE PUBLIC, RIGHT-OF-WAY ARE REQUIRED TO 5EGURE A RIGHT-OF-WAY 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 CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE PROJEGT 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. 5UB5URFAGE 5TORMHATER DISPOSAL FACILITIES (INGLUDIN6 INFILTRATION BEDS AND DRYWELL5) SHALL BE LOGATED AT LEAST 25 FEET FROM WATER MAINS. ANY GHANOE FROM THE PLANS SHALL BE APPROVED BY THE DESI6NER AND THE CITY OF MERIDIAN PUBLIC, WORKS DEPT. q. GONTRAGTOR SHALL GONTAGT 0I6LINE 48 HOURS PRIOR TO ANY EXGAVATI ON. I -800-342-1585 10. ALL GON5TRUGTION IN THE RI6HT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWG AND THE AGHD SUPPLEMENTAL 5PEGIFIGATION5. NO EXGEPTION5 TO DISTRIGT POLICY, STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRIGT. 11. 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 5PEGIFIGATION5 FOR PUBLIC, WORKS GONSTRUGTION AND THE PROJEGT 5PEGIFIGATIONS. IF DISGREPANGIES OGGUR THE MORE STRINGENT REQUIREMENT SHALL BE ADHERED TO. 13. PIPE TRENGH SHALL CONFORM TO THE LATEST ISPWG DIVISION 300 AND 5D-301. BEDDING AND BAGKFILL SHALL BE GON5TRUGTED PER SEGTIONS 305 AND 306 OF THE ISPWG. 14. ANY SURVEY MONUMENTS DISTURBED BY THE GONTRAGTOR SHALL BE REPLACED IN A MANNER MEETING ISPWG SECTION 2020 AND THE GONTRACTOR'S EXPENSE. GRADING GENERAL NOTES I. ALL EARTHWORK INGLUDIN6 GLEARIN6, GRUBBING, EXCAVATION, EMBANKMENT, BAGKFILL, DEWATERING, AND EROSION CONTROL SHALL MEET THE 5PEGIFIGATION5 OF SECTION 200 OF THE ISPWG AS WELL AS THE 5PEGIFIGATION5 AND REGOMMENDATION5 OF THE 6EOTEGHNIGAL ENGINEERING REPORT. 2. THE GONTRAGTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FAGILITIES WITH THE GON5TRUGTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNGTIONIN6. 3. IF REQUIRED, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). GONTAGT GRA16 5HEPHARD AT THE SOUTHWEST REGIONAL DEQ OFFIGE (373-0557). THE GONTRAGTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHIGH OUTLINES THE LOCATION OF PROPOSED BMPS AND THE 5EG2UENGIN6 OF THE DEWATERING ACTIVITIES. ALL GON5TRUGTION WATER GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. 4. PRIOR TO PLACEMENT OF FILL MATERIAL, THE GONTRAGTOR SHALL CLEAR THE 51TE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE OEOTEGHNIGAL REPORT. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN AGGOROANGE WITH ALL APPLIGABLE REGULATIONS. THE SITE SHALL BE PROOF -ROLLED PRIOR TO PLAGEMENT OF FILL MATERIAL TO ENSURE STABILITY OF 5UB6RADE. A REPRESENTATIVE OF THE 6EOTEGHNIGAL GON5ULTANT SHALL REMAIN ON 51TE TO ENSURE PROPER PLACEMENT AND GOMPAGTION OF STRUGTURAL FILL. 5. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN ISSUED BY THE US ARMY GORP5 OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 PERMIT. 6. STRIP AND 5TOGKPILE TOPSOIL AS REGOMMENDED IN THE 6EOTEGHNIGAL REPORT AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, 501L GOMP051TION INGLUDIN6 501L TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING GONSTRUGTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE 6EOTEGHNIGAL GON5ULTANT. LOCATION OF 5TOGKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT. 7. TESTING SHALL BE PERFORMED PER THE REGOMMENDATION5 OF THE 6EOTEGHNIGAL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE GOMPAGTED TO g5% MODIFIED PROCTOR PER THE REQUIREMENTS OF ASTM D 1557. TE5TIN6 FREOUENGY SHALL ALLOW FOR A MINIMUM OF ONE GOMPAGTION TEST PER LIFT PER LOT. THE GOMPAGTION TESTS ON THE FINAL LIFT FOR EACH LOT SHALL BE SUPPLIED TO THE PROJECT ENGINEER AT THE COMPLETION OF THE PROJECT. 8. THE SUBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, GOMPAGTED, INSPEGTEO AND PROOF ROLLED WITH A HEAVY RUBBER -TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO PLACEMENT OF FILL. FILL WITHIN THE ROADWAY AREAS SHALL BE GOMPAGTED TO NOT LESS THAN 15% OF THE MAXIMUM DRY DENSITY OF THE SOIL AS INDIGATED BY ASTM DbgB IN FLEXIBLE PAVEMENT AREAS. g. STRUGTURAL FILL 15 DEFINED BY THE 6EOTEGHNIGAL GON5ULTANT. SEE OEOTEGHNIGAL REPORT FOR ADDITIONAL INFORMATION. 10. THE GONTRAGTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHIGH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHIGH ARE TO BE REMOVED. 11. TOP501L AND OTHER STOCKPILE 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 NOTICE OF INTENT FOR GON5TRUGTION ACTIVITY WITH THE EPA. 13. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AOENGIES OR AS SET FORTH HEREIN, WHIGHEVER 15 MORE RESTRICTIVE. GONTRAGTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THI5 PROJEGT MEET THE REQUIREMENTS AT THE REQUEST OF THE AGENGY AND/OR THE ENGINEER. CONCRETE GENERAL NOTES I. CONCRETE MATERIALS SHALL MEET ISPWG SECTION 103 PART 2.1. 2. AD MIXTURE SHALL MEET ISPWG 5EGTION 703 PART 2.2. 3. GONGRETE MIX SHALL MEET ISPWG SECTION 703 PART 2.4. 4. WORKMANSHIP SHALL MEET ISPWG SECTION 703 PART 3.1. 5. GONTRAGTOR SHALL FOLLOW WEATHER AND TEMPERATURE LIMITATIONS AS 5PEGIFIED IN ISPWG 5EGTION 703 PART 3.2. 6. CONCRETE PLACEMENT SHALL MEET ISPWG SECTION 703 PARTS 3.3, 3.4 AND 3.5. 7. GONTRAGTOR SHALL DISCONTINUE OPERATIONS WHEN DESGENDINO AIR TEMPERATURE REAGHE5 35°F OR LOWER. FURNISH GONGRETE THAT WILL HAVE A TEMPERATURE OF AT LEAST 50°F AND NOT MORE THAN 85°F AT THE TIME OF PLAGIN6. 8. PORTLAND GEMENT GONGRETE SHALL MEET ISPWG SECTION 706 PARTS 2.4 AND 3. q. FOR PREGAST APPLICATIONS, GONTRAGTOR SHALL PROVIDE SUBMITTAL TO THE ENGINEER OF RECORD SHOWING GOMPLIANGE WITH ISPWG SECTION 704 PARTS I, 2, AND 3. STREET LIGHTING GENERAL NOTES ACHD STANDARD NOTES ALL GONSTRUGTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT (AGHD) RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC, WORKS GON5TRUGTION (ISPWG) AND THE AGHD SUPPLEMENTAL SPEGIFIGATION5. NO EXGEPTION5 TO DISTRIGT POLICY, STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS SPEGIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRIGT. 2. AGHD WILL INSPECT ALL IMPROVEMENTS WHIGH FALL WITHIN THE AGHD RIGHT-OF-WAY OR EASEMENT INGLUDIN6 BUT NOT LIMITED TO STORM DRAIN GON5TRUGTION, TRENCH BAGKFILL PROGEDURE5, ROAD WAY GON5TRUGTION AND GONGRETE WORK. ANY WORK TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY WILL REQUIRE A SEPARATE PERMIT THROUGH AGHD GON5TRUGTION 5ERVIGE5 DIVISION. THE GONTRAGTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH AGHD INSPECTION 5ERVIGE5, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO GON5TRUGTION STARTING. 3. TRAFFIC, PLANS AND SAHGUTS ASSOCIATED WITH THE GONSTRUGTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED THROUGH GONSTRUGTION 5ERVIGE5 OF AGHD, 208-387-6284, PRIOR TO INITIATING ANY GONSTRUGTION. 4. AGHD IN5PEGTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FAGILITIES FOR GOMPLIANGE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK GROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. 5. TRUNCATED DOMES SHALL BE GON5TRUGTED ON ALL PEDESTRIAN RAMPS WITHIN AGHD RIGHT-OF-WAY. DOMES SHALL BE GON5TRUGTED PER ISPWG 5D-712. DOMES SHALL BE GAST INTO THE GONGRETE (STAMPED GONGRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC, YELLOW. 6. ALL UTILITY IMPROVEMENTS ARE TO BE GON5TRUGTED TO AGGOMMODATE THE DOLLAR REQUIREMENT PER ISPWG 5D-616 AND BE IN AGGORDANGE WITH 5EGTION 703 OF THE I5PHG. 7. ALL WATER VALVES, BLOW -OFFS, AND MANHOLES SHALL BE GRADED AND PLACED 50 AS NOT TO GONFLIGT WITH ANY GONGRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS. 8. UTILITY STREET GUTS IN PAVEMENT LE55 THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRIGT. GONTAGT THE DI5TRIGT'5 UTILITY COORDINATOR AT 208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. 1. GONSTRUGT ALL PAVEMENT MATGHES (INGLUDIN6 DRIVEWAY APPROAGHE5 AND UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY TO MATGH THE EXISTING STREET PAVEMENT 5EGTION OR TO USE THE FOLLOWING: 2.5-INGHE5 OF ASPHALT, 4-INGHE5 OF 3/4-INGH MINUS GRU5HED A66REOATE, AND 14-INGHE5 OF (b-INGH MINUS PIT RUN. USE WHIGHEVER PAVEMENT 5EGTION 15 GREATER. 10. ACTUAL FIELD GONDITION5 DURING TRENGHIN6 MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING GONDITION5 ARE LISTED IN SECTION (9000 HIGHWAY GUTS OF THE AGHD POLICY MANUAL. 1). ALL ASPHALT MATGH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENGHIN6 OPERATIONS. 2). IF THE GUMULATIVE DAMAGED PAVEMENT AREA EXGEED5 50% OF THE TOTAL ROAD SURFAGE, GONTRAGTOR SHALL REPLACE THE ENTIRE ROADWAY SURFAGE. 3). GONTRAGTOR SHALL REPLACE THE PAVEMENT SURFAGE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL 15 DEEMED UNSUITABLE BY AGHD IN5PEGTOR, DOES NOT MEET GOMPAGTION STANDARDS OR TIME 15 A GRITIGAL FACTOR. 5). ANY EXGEPTION5 TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRIGT STAFF BEFORE GONSTRUGTION BEGINS. 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN GURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUGTURAL FILL PER ISPWG SPEGIFIGATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWG SPEGIFIGATIONS AND A COPY OF THE GOMPAGTION TESTS. 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKIN65 GONTAGT AGHD IN5PEGTION FOR VERIFICATION OF GOMPLIANGE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 13. FOR SUBDIVISION 516N INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH AGHD AND OBTAIN A NO-GHAR6E RIGHT-OF-WAY PERMIT. TRAFFIC CONTROL GENERAL NOTES I. GONTRAGTOR SHALL SUBMIT SHOP DRAWINGS AND GUT SHEETS MEETING I. CONTRACTOR SHALL USE TRAFFIC, CONTROL METHODS DURING ISPWG 5EGTION 1102 PART 1.4. GON5TRUGTION THAT MEET ISPWG 5EGTION 1103, IF NEEDED. 2. CONTRACTOR SHALL FURNISH MATERIALS MEETING ISPWG 5EGTION 1102 2. GONTRAGTOR SHALL INSTALL PERMANENT PAVEMENT MARKINGS MEETING PART 2. ISPWG 5EGTION 1104. 3. GONTRAGTOR SHALL COMPLETE WORK MEETING ISPWG 5EGTION 1102 PART 3. GONTRAGTOR SHALL INSTALL PERMANENT TRAFFIC, SIGNS MEETING ISPWG 3. 5EGTION 1105. 5 0 VA 0 E 10 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP CITY OF MERIDIAN STANDARD NOTES FOR DEVELOPMENT PROJECTS SUBDIVISION &COMMERCIAL- WITH MAINS (JAN 2012) GENERAL GONSTRUGTION I. ALL GONSTRUGTION WORK SHALL BE DONE IN AGGORDANGE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC, WORKS GONSTRUGTION (ISPWG), THE CITY OF MERIDIAN SUPPLEMENTAL SPEGIFIGATIONS TO THE ISPWG (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA GOUNTY HIGHWAY DISTRICT (AGHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE GONTROLLIN6 STANDARDS OR SPEGIFIGATIONS. 2. THE GONTRAGTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPEGIFIGATION5 AND DRAWINGS ON 51TE AT ALL TIMES DURING GON5TRUGTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A GURRENT COPY OF THE STANDARD SPEGIFIGATIONS ON SITE GOULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE GONTRAGTOR SHALL HAVE PLANS STAMPED "APPROVED FOR GONSTRUGTION" BY CITY OF MERIDIAN PUBLIC, WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. ALL GONTRAGTOR5, 5UBGONTRAGTOR5 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 SITE OR INSPECTION OF THE WORK 15 REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENGIES. AT THE REQUEST OF THE APPROVING AGENGY OR THE DE516N ENGINEER, GONTRAGTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 5PEGIFIGATION REQUIREMENTS SET FORTH IN GENERAL GON5TRUGTION NOTE NO. 1. 7. WORK 5UBJEGT TO APPROVAL BY ANY GOVERNMENTAL AGENGY MUST BE APPROVED PRIOR TO (A) BAGKFILLIN6 TRENGHE5 FOR PIPE; (B) PLAGIN6 OF AGGREGATE BASE; (G) PLAGIN6 OF GONGRETE; (D) PLAGIN6 OF ASPHALT PAVING. 8. IN5PEGTION, APPROVAL AND FINAL AGGEPTANGE OF ALL WATER AND SEWER GON5TRUGTION SHALL BE BY THE PUBLIC, WORKS DEPARTMENT, AND THEIR DEGISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN AGGEPTABLE MANNER IN AGGORDANGE WITH THE DEQ/G2LPE APPROVED GONSTRUGTION PLANS. q. ANY DEVIATION FROM THE APPROVED PLANS AND SPEGIFIGATIONS MUST HAVE THE APPLICABLE AGENGY APPROVAL IN WRITING PRIOR TO GON5TRUGTION. ROADWAY I. ALL GONTRAGTORS WORKING WITHIN THE PUBLIC, ROAD RI6HT-OF-WAY ARE REQUIRED TO 5EGURE A RIGHT-OF-WAY GON5TRUGTION PERMIT FROM AGHD OR ITO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY GONSTRUGTION. 2. AGHD OR ITD WILL INSPEGT ALL WORK WITHIN THE PUBLIC, RIGHTS-OF-WAY TO INCLUDE UTILITY TRENGHE5 ABOVE THE PIPE ZONE. 3. MERIDIAN PUBLIC, WORKS WILL INSPEGT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC, RIGHT-OF-WAY. WATER 1. GONSTRUGTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPEGIFIGATION5 REFERRED TO IN GENERAL GON5TRUGTION NOTE NO. I. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION SHA BE A MINIMUM OF TEN 10 FEET. WHERE IT IS ) LL ( ) NEG SSARY 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 GONSTRUGTED IN AGGORDANGE WITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 5EGTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.160. 3. THE HORIZONTAL SEPARATION OF NON -POTABLE 5ERVIGE5 AND POTABLE WATER 5ERVIGE5 OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NEGE55ARY FOR A POTABLE WATER MAIN AND O L NON -POTABLE WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTED IN AGGORDANGE WITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 5EGTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVIGE LINES IN A TWO (2) INGH DIAMETER PIPE WHEREVER THE SERVIGE LINE GROSSES A STORM WATER TREATMENT FAGILITY (I.E. SEEPAGE BEDS, DRAINAGE SHALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PROOUGT5 AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEA). 5. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING GONTINUOU5 WATER SERVIGE TO ALL EXISTING WATER USERS AFFECTED BY GON5TRUGTION. 6. ALL WATER WORKS GOMPONENT5 SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL ANNA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08). 11 1 12 1 13 SEWER I. GONSTRUGTION OF THE SEWER SYSTEM SHALL GONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPEGIFIGATIONS REFERRED TO IN GENERAL GONSTRUGTION NOTE NO. I. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTED IN AGGORDANGE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SEGTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE 5ERVIGE5 AND POTABLE WATER 5ERVIGE5 OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO GROSS WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, THE GROSSING SHALL BE GONSTRUGTEO IN AGGORDANGE WITH SEGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER GLASS PIPE WHEREVER THE SERVIGE LINE GROSSES A 5TORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SHALES). 5. WHEN COVER OVER A SEWER PIPE 15 LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "GLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INGLUDIN6 SERVIGE LINES AND FITTINGS. 6. THE GONTRAGTOR SHALL GONOUGT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE GONTRAGTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPEGTION PRIOR TO FINAL AGGEPTANGE OF THE SEWER. 7. ALL GGTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TE5TIN6 FIRM. PRESSURIZED IRRIGATION I. INSTALL ALL GRO551N65 OF THE PUBLIC, RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN ANNA G-100 PIPE SLEEVE WITH LOGATOR WIRE. THE PUBLIC, HORK5 DEPARTMENT AND AGHD SHALL INSPEGT ALL GRO55IN65 PRIOR TO BAGKFILLIN6. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NEGE55ARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTED IN AGGOROANGE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 5EGTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE 5ERVIGE5 AND POTABLE WATER 5ERVIGE5 OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 51X (6) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO GROSS WITH LE55 THAN EIGHTEEN (18) INGHE5 OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTED IN AGGORDANGE WITH 5EGTION 542.07 OF THE IDAHO RULES FOR PUBLIC, G L L DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND 5EGTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INGHE5 WIDE, METALLIC, RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN 51X (6) INGHE5 BELOW THE SURFAGE AND EIGHTEEN (18) INGHE5 ABOVE THE TOP OF THE PIPE. 5. LABEL ALL IRRIGATION RISERS AND FAUGET5 WITH DURABLE TAGS GARRYIN6 THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS GARRYIN6 THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC, RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY GONNEGTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVIGE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. THE PUBLIC, WORKS DEPARTMENT SHALL INSPEGT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR IN5PEGTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRIGT. FORTY-EIGHT (48) HOURS ADVANGE NOTICE IS REQUIRED. 14 1 15 1 16 �S\ON�T,,,,ALeN\ n�� 9TE' OF 9TTyEW S., F Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:02:16 -06'00' 0 o N Cc q0 r.yv.o m N `0 rn' a) aci.`-' asm�D o00 aL E 5 iT ren 3r �a E'u m mcpM m c�omQaXj UE qc Ec �co 0r,c� N CD m oE.°a .N UL,o w_ca �Fn 0 p Z`.� c C11 N >� U J LuJ L [D m . . . . . 3ww co C7 Copyright © 2017 All rights reserved.Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. z O r_ z V, 0 LU . - z w c� 0 Q > O O Cl) o� z W LLJ z2 - J Q W Z W 0 y Qkp= 00 0W ` to UJ J ?CW>CU. 7W?Q:� cc p�p �QC7QCWW �l NG°Qg2� QIq Z W J REVISIONS Date Description PROJECT NO. 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C1.1 z O ZI L T 1 J W L \ BLOCK 1 O\ 1 \ 1 461 IN —IFaw 55 G > ' / Q / BL G IQ, / w z \ \ PSW F Q N W8/1 ^ 8„ aoE FRATELLO ST•3 ST. o / 8"SS 8"SS PUT 0 EI PSW PAS E � � 17 •. 0 O 1$ \ 19 0 \ 0 03 \ BL OCI 5 m IR\ 0 0 PXf c t= cV v ,v Q B N 0 z a� C L CV VTCB \ \ \ \ BDR \ `� 0 T EXISTING CONDITION & DEMOLITIO A N 40 O 40 80 120 0 SCALE: P= 40'-0" L Q 4 N PLAN. 5 E �E R \ l x PIR \ \ I x —_ _ _ X X\ X X X �� = ililililill� >_ IIIIIII� >_ 7 0 E r X X X - _X X X X — -�C XFR \ I 10 11 12 13 14 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROU DEMOLITION LEGEND 24" EXISTING PLANTS TO REMAIN J EXISTING PLANTS TO BE 4REMOVED GONSTRUGTION LIMITS EXISTING CURB TO BE REMOVED —X—X— EXISTING BARBED HIRE FENCE TO BE REMOVED AND RELOCATED EXISTING BARBED WIRE FENCE TO REMAIN EXISTING VINYL FENCE TO BE REMOVED EXISTING CHAIN LINK FENCE TO BE REMOVED. EXISTING FENCE TO REMAIN APPROXIMATE AREA OF ASPHALT REMOVAL 8 APPROXIMATE AREA OF GONGRETE REMOVAL EXISTING BUILDING TO REMAIN. .EEO EXISTING BUILDING TO BE \ REMOVED. DEMOLITION NOTES I. GOORDINATE ALL DEMOLITION, GRADING, AND EARTHWORK OPERATIONS WITH CIVIL, MEGHANIGAL, AND ELECTRICAL ENGINEERING SHEETS. 2. GONTRAGTOR SHALL REFER TO SPEGIFIGATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 5. LIMITS OF WORK ARE IDENTIFIED ON PLANS. 4. IN THE EVENT OF A DISGREPANGY, NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY. DEMOLITION CALLOUT OSANGUT AND REMOVE EXISTING ASPHALT. ASPHALT SCA REMOVAL TO BE 2'-0" FROM EXISTING PAVEMENT EDGE. REFER TO ROADWAY PLANS. EDREMOVE EXISTING FENCE, POSTS AND FOOTINGS. SANGUT AND REMOVE GONGRETE FLAT WORK AS SCR INDICATED. COORDINATE WITH LAYOUT PLAN. EDREMOVE EXISTING PAVEMENT. REMOVE EXISTING GONGRETE. GONTRAGTOR TO CRR COORDINATE EXTENTS OF REMOVAL IN THE FIELD. CDORIND REMOVE EXISTING TREE, STUMP AND ROOTS. PIR EXISTING PRESSURE IRRIGATION SYSTEM TO BE REMOVED. GIR EXISTING GRAVITY IRRIGATION TO BE REMOVED. BDR DEMOLISH EXISTING BUILDING. OPXFSAVE AND PROTECT EXISTING FENGING. PLT SAVE AND PROTECT EXISTING LIGHT POLES. LOC LIMIT OF CONSTRUGTION PBD SAVE AND PROTECT EXISTING BUILDING PGP SAVE AND PROTECT EXISTING GRAVEL PATH PSW SAVE AND PROTECT EXISTING SIDEWALK PAS SAVE AND PROTECT EXISTING ASPHALT SAVE AND PROTECT EXISTING NATER AND SEWER EDUTILITIE5 SAVE AND PROTEGT EXISTING PRESSURE PPI IRRIGATION PTR SAVE AND PROTECT EXISTING TREE PCR SAVE AND PROTECT EXISTING GONGRETE 15 1 16 Copyright © 2017 All rights reserved. Reproduction or use in any form ❑ or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to 0 criminal prosecution. W a ix a Z ❑ 0 w Z Y J z 0 Z W CV Cl)O v J N Z N W 0 cra ■ O z Q O W ❑ W Z W —J U JW z N z �0 zO O N W 0 � a - w cr) 0 w w >5 ■" 0 0 1 Z w M Q > czs W— �p O -�Z Cl) I p ww z0 I Jz Z) QO W cr J wU LU z C� = wz VJ 0 — Cl) U) U X z w .21 QC0`0a= W ` yW2C%O�v cr p �QC7QCWW Cal ■ NG0Qg2� .�Q�V �W z Q?}WIN � O REVISIONS ' No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP CHECKED BY: O MS, JB U DATE: 9/6/17 O SHEET NUMBER O Ir— C1.2 C1.2 i i yl) 4 1p OF 9rryEw �� i s • Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:02:41 -06'00' i 0 o M I N 0 � U o c N aa] N � (E" awi CD llG O � tp.+ 3- E 'w ❑� m CD �MrN1 W m N p p❑ C p W .� a rxj U c ❑ v COO L s.+ a.+ m C 5 m m 'a U) ama .`00N 0 U z = LM Cum C: p m.L m 3 p -p . . . . . . LT [I Co (�0 CDc0 Copyright © 2017 All rights reserved. Reproduction or use in any form ❑ or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to 0 criminal prosecution. W a ix a Z ❑ 0 w Z Y J z 0 Z W CV Cl)O v J N Z N W 0 cra ■ O z Q O W ❑ W Z W —J U JW z N z �0 zO O N W 0 � a - w cr) 0 w w >5 ■" 0 0 1 Z w M Q > czs W— �p O -�Z Cl) I p ww z0 I Jz Z) QO W cr J wU LU z C� = wz VJ 0 — Cl) U) U X z w .21 QC0`0a= W ` yW2C%O�v cr p �QC7QCWW Cal ■ NG0Qg2� .�Q�V �W z Q?}WIN � O REVISIONS ' No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP CHECKED BY: O MS, JB U DATE: 9/6/17 O SHEET NUMBER O Ir— C1.2 C1.2 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP LIGHTING LEGEND RIGHT-OF-WAY LINE x x EXI5TING FENCE L T J T E F E Cs] A Q N co O n O N Q9- 0 0 0) 0 C O 0 6 Q rn 67 c 6� N 0) Q N 0 z c 0) N O N O N_ O C- CL SZ On F, ;O� LIGHTING PLAN U/ 40 0 40 bo 120 'F'11 SCALE: P= 40'-0" E 1 2 3 4 5 7 R1 10 11 12 (z 13 14 PROPOSED TYPE II STREET LIGHT PROPOSED SIGN CITY OF MERIDIAN STREET LIGHT NOTES (MAR 2016) I. ALL STREET LIGHT CONSTRUGTION SHALL BE DONE IN AGGORDANGE WITH THE CURRENT VERSION OF THE ISPWG, THE MERIDIAN SUPPLEMENTAL SPEGIEIGATIONS 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 HTTPS: //G I TI ZENPORTAL.MERI D I ANG I TY.OP,C7/G I TI ZENAGC,E55/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REG2UIRE INSPECTIONS FOR THE CONCRETE BASE REINFORGIN6, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNGTION BOX LOCATIONS. ATTAGH A REDLINED AS BUILT DRAWING OF THI5 PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 8q8 5500 FOR QUESTIONS REGARDING UTILITY CONFLIGTS, OR TO ACCESS LOCKED METER PEDESTALS. LIGHTING CALLOUT- INSTALL 25' TYPE II STREETLIGHT AND BASE PER SL2 CITY OF MERIDIAN STANDARD DETAIL T2 AND T3 INSTALLATION SHALL CONFORM TO THE CITY OF MERIDIAN PUBLIC, WORKS DEPARTMENT DESIGN STANDARDS 2016, SECTION 6. DESIGN TO MATGH PREVIOUS PHASE. 25' ANCHOR BASE, SQUARE STEEL 4"X4" BRONZE POLE WITH 100 WATT HIGH PRESSURE SODIUM 5HOEBOX FIXTURE. XSL EXISTING STREET LIGHT 15 16 �SS�pt%AL ENc/ Q�oF OST ERE• tiFF� 1,19y4 �9TrE' of THEW S • 0 Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:02:56 -06'00' N '0 -0 m N �^ O C U O ,� a�'c -N°7omry�� om a �� J C :)r, = ar1 co C = 0 "' (3 OC1 a C U O cc Lu (n amM ��`0N Z = 5 cc m N UJ W cJ �J 3 m -W mcDo • . • • • 32a co Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. z 0 y >•W�iy y t W yU. LL LU LUE � STOCKENHAM CT. m ry" zz UJ Cl) SS EX -SA EXIST GITARY EWE A S R M IN N IN W -zw (3 O — —S ® SL1 ' REVISIONS No. W6" 6" DOMESTIC WATER MAIN >(!) �0 0rrz U CO cr W1.5" 1.5" DOMESTIC WATER SERVICE w G Z ,.... , • M •`• \ 4 � 4 "SS 4" SANITARY SEWER SERVICE 17126 (� 3 I �'\ z LP O I I 8"SS 8" SANITARY SEWER MAIN M MS, JB :,. SL2 ; s SL2 C* O SS SANITARY SEWER MANHOLE O <•. rl I.. ::I: ® DOMESTIC WATER VALVE t� DOMESTIC WATER METER 13 12 11 F I j QQ DOMESTIC WATER BLOWOFF BLOCK 1 I .' �O PROPOSED TYPE I STREET LI6HT a. I ..I• (W/MAST ARM) L T J T E F E Cs] A Q N co O n O N Q9- 0 0 0) 0 C O 0 6 Q rn 67 c 6� N 0) Q N 0 z c 0) N O N O N_ O C- CL SZ On F, ;O� LIGHTING PLAN U/ 40 0 40 bo 120 'F'11 SCALE: P= 40'-0" E 1 2 3 4 5 7 R1 10 11 12 (z 13 14 PROPOSED TYPE II STREET LIGHT PROPOSED SIGN CITY OF MERIDIAN STREET LIGHT NOTES (MAR 2016) I. ALL STREET LIGHT CONSTRUGTION SHALL BE DONE IN AGGORDANGE WITH THE CURRENT VERSION OF THE ISPWG, THE MERIDIAN SUPPLEMENTAL SPEGIEIGATIONS 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 HTTPS: //G I TI ZENPORTAL.MERI D I ANG I TY.OP,C7/G I TI ZENAGC,E55/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REG2UIRE INSPECTIONS FOR THE CONCRETE BASE REINFORGIN6, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNGTION BOX LOCATIONS. ATTAGH A REDLINED AS BUILT DRAWING OF THI5 PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 8q8 5500 FOR QUESTIONS REGARDING UTILITY CONFLIGTS, OR TO ACCESS LOCKED METER PEDESTALS. LIGHTING CALLOUT- INSTALL 25' TYPE II STREETLIGHT AND BASE PER SL2 CITY OF MERIDIAN STANDARD DETAIL T2 AND T3 INSTALLATION SHALL CONFORM TO THE CITY OF MERIDIAN PUBLIC, WORKS DEPARTMENT DESIGN STANDARDS 2016, SECTION 6. DESIGN TO MATGH PREVIOUS PHASE. 25' ANCHOR BASE, SQUARE STEEL 4"X4" BRONZE POLE WITH 100 WATT HIGH PRESSURE SODIUM 5HOEBOX FIXTURE. XSL EXISTING STREET LIGHT 15 16 �SS�pt%AL ENc/ Q�oF OST ERE• tiFF� 1,19y4 �9TrE' of THEW S • 0 Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:02:56 -06'00' N '0 -0 m N �^ O C U O ,� a�'c -N°7omry�� om a �� J C :)r, = ar1 co C = 0 "' (3 OC1 a C U O cc Lu (n amM ��`0N Z = 5 cc m N UJ W cJ �J 3 m -W mcDo • . • • • 32a co Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. z 0 y >•W�iy y t W yU. LL LU LUE � Q m ry" zz UJ Cl) L W -zw (3 O ' REVISIONS No. M< Description >(!) �0 0rrz U CO cr UJ w G Z ►1 y >•W�iy y t W yU. LL LU LUE � Q m ry" J UJ W = W co (3 ►1 C1.3 C1.3 y >•W�iy y t W yU. LL LU LUE cr ` y ?CW1ow—oz 0 ZJQ�V�� 2�W � O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (� DRAWN BY: z LP O CHECKED BY: U MS, JB DATE: 9/6/17 C* O SHEET NUMBER O Ir— C1.3 C1.3 L T J W [e] F Q N co O 6 0 N O E Q - U 0 D 0 a N 0 6� C N Q B N 0 z Q) c N i 0 AN U 0 C- CL —1i On BLOCK 1 O\ 1 \ 1 F,gcF\,c \\ — —x --x — X_ X - — — X— — 1 GRADING PLAN SO 0 30 60 CIO SCALE: I"= 30'-0" d B - - 2 3 0% SLOPE—� VARIES PAD ELEVATION EQUAL TO BACK OF SIDEWALK 0 A 0 /o 0%i 10.0' VARIES �-� 12.0' 501 LU � � d O O -- -- W -- co LOT P�AD�G RAD �Nd�T YP�IC&L�PLAN - -- -- .� 4 5 0 7 0 0 Scale: 1" = 5' d J a 0 - VARIES 0% VARIES 10.0' VARIES 12.0' SECTION B -B (DOWNHILL SIDE) VARIES PAD ELEVATION EQUAL TO BACK OF SIDEWALK 0% A 0% 10.0' VARIES 12.0'— SECTION A -A (UPHILL SIDE) LOT PAD GRADING TYPICAL SECTION 2 10 11 12 13 Srsale: 1" = 5' 14 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP GRADING LEGEND S�pNAL EN ACRONYM LEGEND TC/LG PROPOSED CONTOURS 1040 ---1050--- EXISTING CONTOUR X 1050.24 EXISTING SPOT ELEVATION RIM ELEVATION TOPSOIL STOCK PILE AREA INVERT ELEVATION 15 L.F. 4"® 2% DRAIN PIPE AS SPECIFIED, SIZE AS X=so NOTED ON PLAN TA GRADE BREAK LINE TC 1132.76± TOP OF CONCRETE ELEVATION •�BC 1132.26 �f( SPOT ELEVATION 2.55% �... FLOW DIRECTION AND GRADIENT r VERTICAL CURB LOCATION O W a� -00 Or E = ocunto ry� CURB AND GUTTER LOCATION N O W O❑_ =O W SCORE JOINT (TYPICAL) OC1 U C U O 0 L JJ (n. acoM -00 MEM N EXPANSION JOINT (TYPICAL) UJ W ACCESSIBLE RAMP LOCATION WITH ----- co is DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK %BENCHMARK PROJECT NO.: BM APPROXIMATE SOIL TESTING 17126 LOCATION (VERIFY EXACT LOCATION) - SEE z GEOTEGHNIGAL ENGINEERING LP REPORT ACRONYM LEGEND TC/LG TOP OF GURB/LIP OF GUTTER TC/BC TOP OF CURB/BOTTOM OF CURB FFE FINISHED FLOOR ELEVATION RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FG 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 GRADING CALLOUT- 15 16 S tp1 S T fR�,� 1y�� Copyright LIMITS OF D GONSTRUGTION ` yW°CC�J GRADE GB BREAK HIGH HP POINT S LOW LP O POINT 15 16 S tp1 S T fR�,� 1y�� Copyright CID "0in t W 1.10 4 ` yW°CC�J s o5'-0 �� o Cc �gTlF OF � THEW 0 S Digitally signed by Matthew S. Derr, Reason: 100% Submittal Set REVISIONS Date: 2017.09.06 10:03:10 -06'00' M N Date 21 _ � ° r O C U coN W N 'C O W a� -00 Or E = ocunto ry� 3 0 N O W O❑_ =O W U 'O OC1 U C U O 0 L JJ (n. acoM -00 MEM N z = W UJ W W . . . . . . 3 J - co is Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. N U� O Q z � z � 0 CD 0 W J �Z W� mQ >C3 �p OIrZ LU UJ Q m z J D UJ Q co z o� �1 CID "0in t W ` yW°CC�J Cc � z O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 CD DRAWN BY: z LP 0 CHECKED BY: U MS. JB DATE: 9/6/17 C* O SHEET NUMBER O T C2.1 L K J H G F Q N Go 0 0 N 0 E �- P D- 0) N c O c 0 d) D � 6 O T P 0 a 0 c0 0 O 1-0 N N N 0) n Q B N 0 z c N i 0 AN U N_ O L T� �FRATELLO ST.ROADWAY PLAN 2705 2,00 26CI5 2690 2685 r d) N - -------------L- ---------- OF ASPHALT PAVEMENT ------------ RIM ELEVATION ------------- ------------L------------ �2.5 4 INCHES OF 3/4 INCH MINUS CRUSHED -------------L------------ CONCRETE SIDEWALK ------------L------------- SUPPLEMENT TO ISPWC AGGREGATE -- PER ACHD SUPPLEMENT TO Q SD -702 10 INCHES OF 6 INCH MINUS UNCRUSHED ISPWC SD -709 MATCH EXISTING ELEVATION z AGGREGATE SUBBASE O NOTES: REVISIONS ---------------- Date T--------- --- ------------ SHALL CONFORM TO THE --------- ---- ------------ T------------ 2. STREET CUTS AND SURFACE RESTORATION SHALL -------------T------------ THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. ------------ TI------------- STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. ----- - -------------�------------ �EFR ATELLO lllllllllllST. TYPICAL -------------I------------- STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. ------------L------------ CR GURB RETURN ELEVATION -------------IL---------------- - I ---- LP LOW POINT ELEVATION - ------------- IT BY: U TI MS' JB T AVE IT . TI------------- 0 ---- - -------------L------------ ------------------------- C 3.1 ------------L------------ TC TOP OF CONCRETE ELEVATION -------------L------------ ------------L------------- ----- -- ----- -1------------- ------------------------------------------------------------------- -------------- --------------------------- ---- PASTATIONIT--1+50--O()----- -------------I-------------------------- T ------------ -------------IT------------ ------------T------------- ---- PVI ELEV = 2687.75 1 1 1 1 K - 50.0 VC ----------------- PVI STATION = 4+35.00 ------------------ - i---------------------------------------------------------------------------------------------- - T----- ------ ------------ T-------- ---- ------------ T------------ --EL/-=-24x9---------- ---- T -- O -L---- LO ---N LO 1 O'* ---------------------------------------------------------- K=56.87 50-01 -- -- ----------- + 00Vo ^ OO N --±Op----- t0 ------ 0---------------------------------------+-------------------------------------------------- N N N W LLI O� c0 + Q II L- U V 2�L 000 FINISHED GROUND W -------------- ------------------- ------------- - T ------- M ----------------L------------ O -----------LUMN 1 - C.3----- -0e W0.4fl-------�- .407. -- -------- v--------li----�---------------------------------------------- --------- ----------- -- 7-- N- -� - - ----- N --------------- ------ ------------------- ------------ ---- ------------- F ----- •-IR I M I I I NW I I -�--L ---- -------- ------------ --- O + N ..W EXISTING GROUND / ---------------- -a- a=-- -------- ------------ T---------- --- ---------------- ------------ T II ----------------------------------- T------------ ------------T-----� ------- -- -- --L------------ ------------L-------------------------- I------------ -------------L------------ ------------L------------- ------ ---------------- ----------------- ----------------------------------------- -------------- --------------------------- ---- EXISTING GROUND CENTERLINE ------------ --- - ------------ - -- ------------ --------- ------------ --- FINISH GROUND CENTERLINE U)u`ni Q� sN �� rQ Am �m �2r �,Lr) �t� O Q dJrI'D t dJt- dJ rrr 0 (Z r� dJ r� \D dJ ruj dJ r� dJ T-uj dJ .flip dJ 1z dJ r- c0 to sfi� dJ � dJ N N N N N ry ry N N N N N N N N NNQ I'D N ty N N N N N O+CIOOO 1 E. FRATELLO ST. ROADWAY PROFILE 2 3 5 C J J CL 47' R.O.W. II 16.5' _ I 16.5' _ I 2' 5' 0 14.5' 14.5' - PROFILE GRADE LINE 5' --� 2' J J 43' R.O.W. 14.5' so I 14.5' - 2' 5' 2% STANDARD VERTICAL CURB - PROFILE GRADE LINE 2% Scale: I"=5' -O ORIGINAL SURVEY ON FIFE AT IDAHO SURVEY GROUP ROADWAY LEGEND S�pNAL EN - - PROPERTY LINE - - - RIGHT OF WAY LINE EXISTING CONTOUR 1040 PROPOSED CONTOUR �TC 1132.761 BC 1132.26 SPOT ELEVATION FLOW DIRECTION AND GRADIENT EXTENTS OF SEEPAGE BED GURB/GUTTER LOCATION -'13 AND GUTTER LOCATION )RE JOINT (TYPIGAL) ANSION JOINT (TYPICAL) ESSIBLE RAMP LOCATION WITH EGTABLE WARNING SURFACE .�. , GONGRETE FLATWORK PROPOSED STREET LIGHT PROPOSED 516N ACRONYM LEGEND TBRC TOP BACK OF ROLLED GURB ELEVATION 5'--� 2' � TBVC TOP BACK OF VERTICAL ELEVATION BW BACK OF WALK ELEVATION TA TOP OF ASPHALT ELEVATION STANDARD ROLLED CURB INCHES OF ASPHALT PAVEMENT RE RIM ELEVATION AND GUTTER PER ACHD �2.5 4 INCHES OF 3/4 INCH MINUS CRUSHED IE CONCRETE SIDEWALK 2700 SUPPLEMENT TO ISPWC AGGREGATE BASE PER ACHD SUPPLEMENT TO Q SD -702 10 INCHES OF 6 INCH MINUS UNCRUSHED ISPWC SD -709 MATCH EXISTING ELEVATION z AGGREGATE SUBBASE O NOTES: REVISIONS No. Date POC 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF .� �EFR ATELLO lllllllllllST. TYPICAL SECTION STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. J J 43' R.O.W. 14.5' so I 14.5' - 2' 5' 2% STANDARD VERTICAL CURB - PROFILE GRADE LINE 2% Scale: I"=5' -O ORIGINAL SURVEY ON FIFE AT IDAHO SURVEY GROUP ROADWAY LEGEND S�pNAL EN - - PROPERTY LINE - - - RIGHT OF WAY LINE EXISTING CONTOUR 1040 PROPOSED CONTOUR �TC 1132.761 BC 1132.26 SPOT ELEVATION FLOW DIRECTION AND GRADIENT EXTENTS OF SEEPAGE BED GURB/GUTTER LOCATION -'13 AND GUTTER LOCATION )RE JOINT (TYPIGAL) ANSION JOINT (TYPICAL) ESSIBLE RAMP LOCATION WITH EGTABLE WARNING SURFACE .�. , GONGRETE FLATWORK PROPOSED STREET LIGHT PROPOSED 516N ACRONYM LEGEND TBRC TOP BACK OF ROLLED GURB ELEVATION 5'--� 2' � TBVC TOP BACK OF VERTICAL ELEVATION BW BACK OF WALK ELEVATION TA TOP OF ASPHALT ELEVATION i 2705 J \ on 47' R.O.W. 16.5' 14.5' 2% 16.5' 14.5' PROFILE GRADE LINE 2% AND GUTTER P PER ACHD E 2.5 INCHES OF ASPHALT PAVEMENT CONCRETE SIDEWALK RE RIM ELEVATION SUPPLEMENT ISPWC 4 INCHES OF 3/4 INCH MINUS CRUSHED AGGREGATE BASE PER ACHD SUPPLEMENT TO IE INVERT ELEVATION 2700 SD -701 AGGREGATE BASE CURB ISPWC SD -709 PER ACHD SUPPLEMENT TO Q SD -70110 10 INCHES OF 6 INCH MINUS UNCRUSHED ME MATCH EXISTING ELEVATION z AGGREGATE SUBBASE AGGREGATE SUBBASE O NOTES: REVISIONS No. Date POC POINT OF GURVATURE ELEVATION NOTES: ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. POT POINT OF TANGENGY ELEVATION 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. 3 CR GURB RETURN ELEVATION 17126 (n DRAWN BY: LP LOW POINT ELEVATION 000'�SSTOCKENHAM OCHECKED BY: U MS' JB AVE C . NORTH 0 SHEET NUMBER SECTION T C 3.1 TC TOP OF CONCRETE ELEVATION i 2705 J \ on 47' R.O.W. 16.5' 14.5' 2% 16.5' 14.5' PROFILE GRADE LINE 2% 26CIO 5-0" TRANSITION SECTION STANDARD ROLLED CURB I STANDARD VERTICAL CURB (ACHD SD -702) (ACHD SD -701) 2685 O s N 6+00 6+25 FLOW LINE PREFORMED EXPANSION JOINT MATERIAL SHALL BE INSTALLED AT BOTH ENDS OF TRANSITION SECTION 4 CURB TRANSITION ISPWC SD -707, MODIFIED 10 11 12 13 14 ROADWAY CALLOUT EDGONSTRUGT STREET SEGTION PER DETAIL I ON SHEET G3.1. EDGONSTRUGT 5' ATTACHED SIDEWALK PER AGHD 2015 SUPPLEMENTAL SPECIFIGATIONS STANDARD DRAWING SD-70cl. GDAGHD GONSTRUGT 6" VERTIGAL GURB AND GUTTER PER 2015 SUPPLEMENTAL SPECIFIGATIONS STANDARD DRAWING SD -701. GONSTRUGT ROLLED GURB AND GUTTER PER ADHD CGR 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -702. EDCONSTRUCT 5'LONG ROLLED GURB TO VERTICAL GURB AND GUTTER TRANSITION SEE DETAIL 4 ON SHEET G3.1. OSAWGUT EXISTING ASPHALT MINIMUM 2' WIDE. SCA p� �SFGIST�R c4,. 5 � TgIF OF 9T TyEW Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:03:29 -06'00' E l0 _ = y r,yv.o m rn N � M- UmfD 00 10,01 -EE5iT -0�n 3r 2a E -F m C:T u m �a�, E m _ 2,1 m o0'c o"� L > ��c�U o m �cn0 c 0Z.,.�a ��N oU -0 Fn ao � -0p W Z = a N m U J W U J 3 0 L [D (0 • • • • • • ?i LL w f9 C7 Copyright © 2017 All rights reserved. Reproduction or use in any for or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. STANDARD VERTICAL CURB" -2.5 INCHES OF ASPHALT PAVEMENT <V V AND GUTTER PER ACHD///' INCHES OF 3/4 INCH MINUS CRUSHED STANDARD ROLLED CONCRETE SIDEWALK 2700 SUPPLEMENT TO ISPWC AGGREGATE BASE CURB AND GUTTER PER PER ACHD SUPPLEMENT TO Q SD -70110 INCHES OF 6 INCH MINUS UNCRUSHED ACHD SUPPLEMENT TO ISPWC SD -709 q ZUJ JIW Z z AGGREGATE SUBBASE ISPWC SD -702 O NOTES: REVISIONS No. Date Description 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. 2685 m� 3 S STOCKENHAM AVE. SOUTH SECTION 17126 (n 26CIO 5-0" TRANSITION SECTION STANDARD ROLLED CURB I STANDARD VERTICAL CURB (ACHD SD -702) (ACHD SD -701) 2685 O s N 6+00 6+25 FLOW LINE PREFORMED EXPANSION JOINT MATERIAL SHALL BE INSTALLED AT BOTH ENDS OF TRANSITION SECTION 4 CURB TRANSITION ISPWC SD -707, MODIFIED 10 11 12 13 14 ROADWAY CALLOUT EDGONSTRUGT STREET SEGTION PER DETAIL I ON SHEET G3.1. EDGONSTRUGT 5' ATTACHED SIDEWALK PER AGHD 2015 SUPPLEMENTAL SPECIFIGATIONS STANDARD DRAWING SD-70cl. GDAGHD GONSTRUGT 6" VERTIGAL GURB AND GUTTER PER 2015 SUPPLEMENTAL SPECIFIGATIONS STANDARD DRAWING SD -701. GONSTRUGT ROLLED GURB AND GUTTER PER ADHD CGR 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -702. EDCONSTRUCT 5'LONG ROLLED GURB TO VERTICAL GURB AND GUTTER TRANSITION SEE DETAIL 4 ON SHEET G3.1. OSAWGUT EXISTING ASPHALT MINIMUM 2' WIDE. SCA p� �SFGIST�R c4,. 5 � TgIF OF 9T TyEW Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:03:29 -06'00' E l0 _ = y r,yv.o m rn N � M- UmfD 00 10,01 -EE5iT -0�n 3r 2a E -F m C:T u m �a�, E m _ 2,1 m o0'c o"� L > ��c�U o m �cn0 c 0Z.,.�a ��N oU -0 Fn ao � -0p W Z = a N m U J W U J 3 0 L [D (0 • • • • • • ?i LL w f9 C7 Copyright © 2017 All rights reserved. Reproduction or use in any for or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. J <V V Z QKp= W �\` ��yWpD;O�J �+++ WmQ��F ?CW>aLU ��/ y Q i p �Q5.Q q ZUJ JIW Z z QQo tQ.12}W � O ' REVISIONS No. Date Description r U m� PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: U MS' JB DATE: 9/6/17 C 0 SHEET NUMBER 0 T C 3.1 L K J If F Q N co 0 n 0 N L, 0 E 0) 0 c 0 D 0 T 0 a 0 c0 0 0 0111-0 N Q B N 0 z N 0 AN 0 T- 0 C- CL SZ -1i On I � I I .. FCHLINE HEET C3.3 I I If :r11 sw i FCHLINE ' SHEET C3.3 STA: 8+22.98, 33.16'L CR & TBRC: 2694.64 I STA: 8+42.93,14.50'L STA: 9+98.22, 14.50'L CR & TBRC: 2695.17 TBRC: 2697.82 STA: 8+74.53, 14.�CGR TBRC: 2695.49 RVT SW 9+00 1,95%- 10+00 RD2 _nl RVT S STOCKENHAM AVE. o 1,95% o MSWAR STA: 8+95.0'R TBRC: 269.17 STA: 9+88'R TBR F -_..AAS STOCKENHAM AVE. ROADWAY PLAN dwif ME ME 2105 2100 26x5 2690 111 A q 4 N W r N r O 1040 O �TC 1132.761 BC 1132.26 C4 z � 0 0 0°0 -----------� 0 O --I EXTENTS OF SEEPAGE BED a 000000000 �l NG°ag2z JQo ZW z J U Q.12}W t O ' U- PVI STATION = 8+80.35 Date APPROXIMATE AREA OF ASPHALT W REMOVAL CURB/GUTTER LOCATION U O GURB AND GUTTER LOCATION JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) 77PSCORE ------------+------------ t I P/I-ST,4TION-=-7+62.35-- W = 2695.55 --------------- PROPOSED STREET LIGHT I ': STA: 8+22.98, 33.16'L CR & TBRC: 2694.64 I STA: 8+42.93,14.50'L STA: 9+98.22, 14.50'L CR & TBRC: 2695.17 TBRC: 2697.82 STA: 8+74.53, 14.�CGR TBRC: 2695.49 RVT SW 9+00 1,95%- 10+00 RD2 _nl RVT S STOCKENHAM AVE. o 1,95% o MSWAR STA: 8+95.0'R TBRC: 269.17 STA: 9+88'R TBR F -_..AAS STOCKENHAM AVE. ROADWAY PLAN dwif ME ME 2105 2100 26x5 2690 111 A q 4 N W r N r O 1040 O �TC 1132.761 BC 1132.26 C4 � 0 0 0°0 -----------� O --I STA: 8+22.98, 33.16'L CR & TBRC: 2694.64 I STA: 8+42.93,14.50'L STA: 9+98.22, 14.50'L CR & TBRC: 2695.17 TBRC: 2697.82 STA: 8+74.53, 14.�CGR TBRC: 2695.49 RVT SW 9+00 1,95%- 10+00 RD2 _nl RVT S STOCKENHAM AVE. o 1,95% o MSWAR STA: 8+95.0'R TBRC: 269.17 STA: 9+88'R TBR F -_..AAS STOCKENHAM AVE. ROADWAY PLAN dwif ME ME 2105 2100 26x5 2690 111 A q 4 N STA: 10+41.47, 14.50'L CR & TBRC: 2698.34 e OS J . W cy y` �. RD2 -0 ' NOP STA: 10+41.47,14.50'R D N AS STOCKENHAM CT. ROADWAY PLAN \:�W 40 0 40 80 120 PVI STATION = 10+75.00 PVI ELEV = 2699.44 SCALE: I "= 40'-0" K = 57.14 200.00 VC W - - - N r W 1040 O �TC 1132.761 BC 1132.26 SPOT ELEVATION FLOW DIRECTION AND GRADIENT 0 0 0°0 -----------� STA: 10+41.47, 14.50'L CR & TBRC: 2698.34 e OS J . W cy y` �. RD2 -0 ' NOP STA: 10+41.47,14.50'R D N AS STOCKENHAM CT. ROADWAY PLAN \:�W 40 0 40 80 120 PVI STATION = 10+75.00 PVI ELEV = 2699.44 SCALE: I "= 40'-0" K = 57.14 200.00 VC 6+00 I +UU O+UU S STOCKENHAM AVE. ROADWAY PROFILE C1+UU n n f 43' R.O.W. 15' 16.5' 6' 1.5' 10.5' 14.5' PROFILE GRADE LINE 5'� 2% 2% I U+UU 0.5' 2.5 INCHES OF ASPHALT PAVEMENT7 6 INCHES OF GRAVEL SHOULDER 4 INCHES OF 3/4 INCH MINUS CRUSHED CONCRETE SIDEWALK AGGREGATE BASE STANDARD ROLLED CURB PER ACHD SUPPLEMENT TO ASPHALT SHOULDER 7710 INCHES OF 6 INCH MINUS UNCRUSHED AND GUTTER PER ACHD ISPWC SD -709 AGGREGATE SUBBASE SUPPLEMENT TO ISPWC SD -702 NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. S STOCKENHAM CT. 5 5c,010: 1 I 2 I 3 I 4 I 5 I 6 I 7 I I +UU 0 11+UU D Z5+UU 10 11 2105 2700 D N 0 2690 N V 7, N 14+00 14+20.16 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP ROADWAY LEGEND S�pNAL EN - - PROPERTY LINE - - - RIGHT OF WAY LINE EXISTING CONTOUR 1040 PROPOSED CONTOUR �TC 1132.761 BC 1132.26 SPOT ELEVATION FLOW DIRECTION AND GRADIENT 0 0 0°0 -----------� --I EXTENTS OF SEEPAGE BED p�pp �QC1QiYWW 000000000 �l NG°ag2z JQo ZW z 000000000 Q.12}W t O ' REVISIONS PVI STATION = 8+80.35 Date APPROXIMATE AREA OF ASPHALT r REMOVAL CURB/GUTTER LOCATION U GURB AND GUTTER LOCATION JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) 77PSCORE ------------+------------ -------- P/I-ST,4TION-=-7+62.35-- ------------�-PW�LEV = 2695.55 --------------- PROPOSED STREET LIGHT - ---- ------------�---- DRAWN BY: -- ------------�-----o LP o, ------------+------------ BY: U -------------�------------ MS, JB DATE: 9/6/17 PVI ELEV = 2694.48 K = 45.46 � SHEET NUMBER 0 T ori -------------T------------ -------------- ---- ---K-=--22.27 - ------------T-----50.00 VC -- ------------T---- + --- -------------1------------ -------------I + 0) ------------------ ------------ ------------ ------------- ___ _ _ L------------------- 150.00 150.00 VC 0, cO N 7 - N 1 ------------L---------------------------L------------ ------------ ----- ---- -----------L-----" to ---- CU -------------L---- ------ ----------------- - ------ ------------L------------ -------------L------------ ---- N O 1 D -I OR' Mn co �0 0) rn rn + ------------T------------ ---------- ri ^ L -------r rj + �- ------------ FINISHED GROUND +z6---------- N co N „ ------T------ ----- ------------- -- ----------- _ ------ _ ------------T-------------------------------------- ---- O N ------------L------------ -------- + -L------- - co r - ------------L-- ------------- W W U ------L------ ��- ----------L- P-'--- 4100 N � ------------ ---- ----- - -- - I -- - - --L------------ ---------- "F1 ---� * ------------+------------ -------- W --------- U ------------- ---------- -� ��,� �/'1----------- ------------- 1�- z z -� - -------------------------- ----------+------------ ------------- ------- �- --- �I ------------T------------ ---- U U -------- --- ---- - -----------T------------ -------------�- ------------------ +N ------------T------------ -1. 0% ----------------------- - m m 0.90 �`------- W------- I 1 ------------+------------ ------------ ------------ ---------- ----------------------------------------------------- ------------- I x ------------------------------------------------------------------- ------------- ---- ------- ------------------ --- -------- ----------- ---------------------------------------------------- ------------------------------------------------------------------------------ ------- ---- ------------L-------- ----------------- L ------- -------------L--------------------------L------------ -------------L---------------------------------------- ------------L------------ -------------L------------------- ----------- ---- ------------------------- T EXISTING GROUND ----- ---------- L 11 ------------L------------- ------------L------------ 11 11 -------------L------------ 11 ------------L------------- 11 ------------L------------ 11 -------------L------------------ ----------- 11 ---- -------- ------------+------------ ------� ---------------- ------------------------------------------------------------------ ------------- ------------------------------------------------------------------ ------------- -- 1 I I 1 1 I 1 ------ T----------------------------- --- --------,� ------------ -------------- T-------------------------------- ----- ------------ ------------ T ------------------------ ------------- -- ------------L-------- ------------ - � -------------L------------ 1 ------------L------------- ------------L------------ 1 1 -------------L-----------------------------------------------------L------------ 1 1 1 -------------L------------------ ----------- 1 ---- �- -------------- ------------------ -------------I -F L T 1T iL T 1T iL -----L-- -- ------ -------------L------------ ------------L------------- ------------L------------ -------------L------------ ------------L------------- ------------L------------ ------L------------ EXISTING GROUND CENTERLINE ------ ------------- ------- ------------ ------------------- FINISH GROUND CENTERLINE -------------------------- ------------ - ----------- -- dJ n � a � N !n 9)O 1D _ N dJ 9)N r- � I- � � �I- is � � dJ Q lf1 �t Q r 1f1 � \D N Q �p - lf1 N dJ � e0 O � N f(1 � �0 1f1 ui 'T 1 m0 N � Ott �� rnUj �L(1 r� Qr- V--dJ �dJ �dj 0r g�0 �� r� r� �� 9) 10 �� N%0 N �� N�0 N �� Nip (V� �� fV`� N \0U- N fV`0 N 'DW N�0 N \0W N10 �a N`fl N N OZ N`fl z N� N �� NZ N N� N N '0� N`fl �W (VQ �IT N`z N N N N N N 6+00 I +UU O+UU S STOCKENHAM AVE. ROADWAY PROFILE C1+UU n n f 43' R.O.W. 15' 16.5' 6' 1.5' 10.5' 14.5' PROFILE GRADE LINE 5'� 2% 2% I U+UU 0.5' 2.5 INCHES OF ASPHALT PAVEMENT7 6 INCHES OF GRAVEL SHOULDER 4 INCHES OF 3/4 INCH MINUS CRUSHED CONCRETE SIDEWALK AGGREGATE BASE STANDARD ROLLED CURB PER ACHD SUPPLEMENT TO ASPHALT SHOULDER 7710 INCHES OF 6 INCH MINUS UNCRUSHED AND GUTTER PER ACHD ISPWC SD -709 AGGREGATE SUBBASE SUPPLEMENT TO ISPWC SD -702 NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. S STOCKENHAM CT. 5 5c,010: 1 I 2 I 3 I 4 I 5 I 6 I 7 I I +UU 0 11+UU D Z5+UU 10 11 2105 2700 D N 0 2690 N V 7, N 14+00 14+20.16 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP ROADWAY LEGEND S�pNAL EN - - PROPERTY LINE - - - RIGHT OF WAY LINE EXISTING CONTOUR 1040 PROPOSED CONTOUR �TC 1132.761 BC 1132.26 SPOT ELEVATION FLOW DIRECTION AND GRADIENT 0 0 0°0 QKp= W LL rx0z O ° O ° O ° O ° O EXTENTS OF SEEPAGE BED p�pp �QC1QiYWW 000000000 �l NG°ag2z JQo ZW z 000000000 Q.12}W t O ' REVISIONS No. Date APPROXIMATE AREA OF ASPHALT r REMOVAL CURB/GUTTER LOCATION U GURB AND GUTTER LOCATION JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) 77PSCORE AGGESSIBLE RAMP LOGATION WITH DETECTABLE WARNING SURFACE NEW GONGRETE FLATNORK PROPOSED STREET LIGHT 17126 PROPOSED 516N ACRONYM LEGEND TBRC TOP BACK OF ROLLED GURB ELEVATION TBVC TOP BACK OF VERTICAL ELEVATION BW BACK OF WALK ELEVATION TA TOP OF ASPHALT ELEVATION RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION POC POINT OF CURVATURE ELEVATION POT POINT OF TAN6ENGY ELEVATION CR GURB RETURN ELEVATION LP LOW POINT ELEVATION TC TOP OF GONGRETE ELEVATION ROADWAY CALLOUT EDDETAIL CONSTRUGT STREET SECTION PER 2 ON SHEET G3.1. EDDETAIL CONSTRUGT STREET SEGTION PER 3 ON SHEET G3.1. EDDETAIL GONSTRUGT STREET SEGTION PER 5 ON SHEET G3.2. GONSTRUGT 5' ATTAGHED SIDEWALK PER AGHD SWA 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -109. CONSTRUGT 1' ATTAGHED SIDEWALK PER AGHD SW7 2015 SUPPLEMENTAL SPECIFIGATIONS STANDARD DRANIN& SD -109. GONSTRUGT 5' DETACHED SIDEWALK PER AGHD SWD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRANIN& SD -109. EDGONSTRUGT PEDESTRIAN RAMP PER 2015 ISPNGSTANDARD DRAWING SD -112A, TYPE "A". QDCONSTRUCT 6" VERTICAL GURB AND GUTTER PER AGHD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -101. GONSTRUGT ROLLED GURB AND GUTTER PER AGHD CGR 2015 SUPPLEMENTAL SPECIFIGATIONS STANDARD DRAWING 50-102. EDGURE3 CONSTRUGT 5'LONG ROLLED GURB TO VERTICAL AND GUTTER TRANSITION SEE DETAIL 4 ON SHEET G3.1. GONSTRUGT VALLEY GUTTER PER AGHD 2015 VG SUPPLEMENTAL SPEGIFICATIONS, STANDARD DRAWING SD -105. CED INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER AGHD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRANIN6 50-1132A. OPROVIDE AND INSTALL "NO PARKING" SIGN PER NOP MUTGD R9-3 WITH BASE PER DETAIL 9 ON SHEET G3.4. 12 I 13 I 14 I 15 I 16 ��G\STfRo�4, A � T OF yE W S Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:03:45 -06'00' In y r. yv.o000 m rn� 00 W -LE5c -0 LO 30 2) a E 'w E IDm m coo [� 1v CO S OcYU, CM m o L �°- a11b N `o U UJ -0 c0 Cdo � 0 Z U J W U Cu -J-r- co ca . . . . . 3ww (0(D Copyright © 2017 All rights reserved. Reproduction or use in any fonn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. C3.2 VJ 0 z QKp= W LL rx0z ?CW>CLL 7W?�a p�pp �QC1QiYWW �l NG°ag2z JQo ZW z Q.12}W t O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: U MS, JB DATE: 9/6/17 0 SHEET NUMBER 0 T C3.2 K J G 2705 2700 2695 2690 2685 F 0+50 1+00 2+00 3+00 4+00 5+00 ROADWAY LEGEND 0 Q Cr) 2(080 N O o �r,\STERE, �tiF F� rb PROPERTY LINE o - - - 50.00 VC r 1 )aa ---- -------------1---------- U ------------ ---- n N --------L------------ 0 -------------------------- N 1040' 4.1 TP j 4 STA: 2+36.55, 18.001 STA: 1+00.00, 18.001 _\�' - TBRC: 2685.12 CR & TBRC: 2686.22 STA: 1+64.69, 18.00'1 STA: 2+75.66, 18.00'1 CR & TBRC: 2686.18 TBRC: 2684.72 CGV ' \ SW7 SCA N 2+00 0-0,85% w CT! 3+00 Q, RD6 o E PEACEFUL POND DR. '10,85% N STA: 2+75.66, 18.00'R CGV SWD STA: 1+00.00, 18.00'R CR & TBRC: 2686.22 STA: 1+64.69,18.00'R ;U CR & TBRC: 2686.18 9 I I 7 STA: 4+52.63, 18.001 ; TBRC: 2690.80 STA: 3+08.41, 18.00'1 CR & TBRC: 2685.04 STA: 3+20.96, 18.001 SW7 1 1 CR & TBRC: 2685.32 Uj CGV co 8 . f zv � m�� .i .r.• :••° •may: ^ J' .•a '�' •N ; •• D- 0-3,02% ' _J W 6+00 = -4+00 5+0 (13 - 0)C) Wo Y m 2 RD6 CD m -T 0 3,02% Q /ao O z _ `u w `� w M4 L7 N w.. : •, .i yt, ] .•1, • .. .� CGV s .. ;...,:-.. SWD o STA: 3+20.96, 28.00'R CR & TBRC: 2685.50 00 STA: 3+08.41, 28.00'RSTA: 4+45.92, 1--'R CR & TBRC: 2685.21 BLOCK 4 T E PEACEFUL POND DR. ROADWAY H 40 0 40 80 120 SCALE: I"= 40'-0" PLAN, w V0' 7+00 RD7 _Jw S HOWRY U W E PEACEFUL POND DR. I- U)_ / Q / W / CGV 1 0 + - STA: 6+99.72,18.00'R : TBRC: 2696.57 32 PVI STATION = 7+36.35 PVI ELEV = 2697.57 I I I LAN E I I I I I v, 40 0 40 80 120 4 0 4 8 12 SCALE: I"= 40'-0" VERTIGAL SCALE: I"= 4'-0" c o \ \ n n IN 54' R.O. W ow D O 6' SIDEWALK EASEMENT -0 16.5' 16.5' _o rn 14.5' 14.5' [- 5'� 1' 9' PROFILE GRADE LINE �� 2' 0 2% 2% C %/ iv i/ivv � STANDARD VERTICAL CURB 3 INCHES OF ASPHALT PAVEMENT N AND GUTTER PER ACHD 6 INCHES OF 3 4 INCH MINUS CRUSHED CONCRETE SIDEWALK SUPPLEMENT TO ISPWC / PER ACHD SUPPLEMENT TO AGGREGATE BASE ISPWC SD -709 SD -701 20 INCHES OF 6 INCH MINUS UNCRUSHED AGGREGATE SUBBASE Q NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. B N 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. z 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. E PEACEFUL POND DR. WEST SECTION cn ■ N i 0 AN U N_ O L SZ -1i On 1 I 2 I 3 I 4 I 5 I 6 I 7 rQll�i J \ 6' SIDEWALK EASEMENT -111, t -A 16.5' 1 2% 2705 2700 2695 2690 2685 2680 8+00 8+50 54' R.O.W 16.5' i' LINE 2% J \ 6' SIDEWALK EASEMENT 9' 1' 5' STANDARD VERTICAL CURB "--3 INCHES OF ASPHALT PAVEMENT CONCRETE SIDEWALK AND GUTTER PER ACHD 6 INCHES OF 3/4 INCH MINUS CRUSHED PER ACHD SUPPLEMENT TO SUPPLEMENT TO ISPWC AGGREGATE BASE SD -701 20 INCHES OF 6 INCH MINUS UNCRUSHED ISPWC SD -709 AGGREGATE SUBBASE NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. E PEACEFUL POND DR. EAST SECTION 8 1 9 I 10 1 11 1 12 1 13 14 0+50 1+00 2+00 3+00 4+00 5+00 ROADWAY LEGEND 0 AL FNc E S\ON V�}W � O o �r,\STERE, �tiF F� - - PROPERTY LINE D - - - 50.00 VC r 1 )aa ---- -------------1---------- U ------------ ---- EXISTING CONTOUR --------L------------ -------------------------- OFS\ 1040' --------1--------------------------L------------ OF�� EW PROJECT NO.: -- ---- --1--- SPOT ELEVATION DRAWN BY: Reason: 100% Submittal Set LP OCHECKED Date: 2017.09.0610:04:00 06'00' BY: FLOW DIRECTION AND GRADIENT E PEACEFUL J DATE: [9 N c c U r POND O°O°O°O°O O o 0 0 0 0 0 0° DR. 0 PVI STATION = 6+66.35 ROADWAY �°�0 0 0 PROFILE ------------- ------------------------ T �� E w m rp(D ma E �.S APPROXIMATE AREA OF ASPHALT cco L7- m o c o n o C c U c c 0 STATI0N- = 5+3fi35--------------------- ca `0 °amN W Lo zUTTER =m VFEtElt=36g 4T- -- ------ ---1- LO w ----- M ----- J co U W U 3� L [D (0 . . . . . 3: J" co C7 PVI ELEV = 2694~12 K = 25.00 ,Q N r? 00 cc - - - - - - - - - - - - - -------------11------------- -------------T--------------------------T------------- -------------11------------- ----K-= -29:90-7-------------- -----------r-5OA)O-VC- ------- 00 -------- ---+ ------------- - - - -- -------------1------------- ------------1--------------------------L------------ -------------1-------- - - - - 100.00VC ------------1-------- ----- -----------L---------- - '- t0 -� to + (0 r- LoC4 .M N 04 f%j L -LI i� N M(0---±000------et Ln M ^ N .0 0f CD +(0 N W U U 0 U �j t/ - -- -------------1 ------------- ------------1 --------------------- ----------__T1 ----- ------------- -------- ---- ------------I ------ - o.� +t0r---------m - -----------M --- - Lo CO 01 + (0-------.- (O N I .. W LOO•---- -------- -------1------------- ------------ -----------------------------------------------------11-------� M--- ------------ ------ ---(0 N cn .-L---------� -- ----------I----- / - _------------ - _------------------- ------------ 00 0 II U U 1 Zj 3• , ------------ d N ai - - - - - - - - - - - - - - - - - - ----11------ ---- ------------ --------------- ------------- U U • W 1.00% i PVI STATION 11 = 1+50.00 / 1 ------ --- PVI ELEV 2686.32 ---- ------------4-------- --------------- ------------ --------------------- ---- ------ --------------------> ---- ------------ -------------------------- ------------ K= 126.32 ----------5(� _VC_ - ------------7-----PVI -STATION- = 3+00.00- --r------------ -------------1-------- FINISHED GROUND I ---- ---------------------- ---------r------------ 1 -------------I------------- 1 ------------- PVI ELEV sm 2684.07 ------- ------ ------------ ------ ------------1--------- X Y7aY--------- L------------ ------------1-------- --- --------- -_�---------------- EXISTING GROUND ----- -------------------------- ------------ o------ N----- -----o N ----- ----- ------100_0 VC --------- ------------ ------------- - -L -------- ------------4-- --------- ----- ------------ -------------1--------------------------- o- C-4o (0 P� / 04 0 0 N 00 U)± ��--I--- ----- OR O 00 -b- 3 ----- - --1--------------------------L ------------ ------------- ------------------- ------------------------ N U U U) OD + (0 (0 M M N M - ----------- � - - - - U - - - - -------------------------- ------------4-------------------------------------- -- ----------1I -W-----------------U ---------- ------1 w0.40%04 --- -----------fn W C14 I I ------ -------------- -- - ------ =101 ------ ----- a a ---------------- ------------ - ----------- -------------1------------- ------------- M N I J J �- �00 I M I I I I I t0 ------ - - - - - - - - - - - - - -------- -- -- ----------------L-------------------------------------- -------------------------- --------------------------------------L------------ -------------------------- ------------- a= ------ - - ----- ------------------------ ------------ ---- ---- - - - - - - EXISTING GROUND CENTERLINE ------------I ----------- ------------- ------------ ------------ FINISH GROUND CENTERLINE I - - mit �� QV 'DQ 0 so 'z \D� (z �� 07,�� ry �� ,n 0� �a r �� ryN ryN �0 ry `fl N ryN (N ry z ryry ryN 10 ryN s0 ry N ry N ryN s0 ryN s0 ryN .9 ry N N v, 40 0 40 80 120 4 0 4 8 12 SCALE: I"= 40'-0" VERTIGAL SCALE: I"= 4'-0" c o \ \ n n IN 54' R.O. W ow D O 6' SIDEWALK EASEMENT -0 16.5' 16.5' _o rn 14.5' 14.5' [- 5'� 1' 9' PROFILE GRADE LINE �� 2' 0 2% 2% C %/ iv i/ivv � STANDARD VERTICAL CURB 3 INCHES OF ASPHALT PAVEMENT N AND GUTTER PER ACHD 6 INCHES OF 3 4 INCH MINUS CRUSHED CONCRETE SIDEWALK SUPPLEMENT TO ISPWC / PER ACHD SUPPLEMENT TO AGGREGATE BASE ISPWC SD -709 SD -701 20 INCHES OF 6 INCH MINUS UNCRUSHED AGGREGATE SUBBASE Q NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. B N 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. z 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. E PEACEFUL POND DR. WEST SECTION cn ■ N i 0 AN U N_ O L SZ -1i On 1 I 2 I 3 I 4 I 5 I 6 I 7 rQll�i J \ 6' SIDEWALK EASEMENT -111, t -A 16.5' 1 2% 2705 2700 2695 2690 2685 2680 8+00 8+50 54' R.O.W 16.5' i' LINE 2% J \ 6' SIDEWALK EASEMENT 9' 1' 5' STANDARD VERTICAL CURB "--3 INCHES OF ASPHALT PAVEMENT CONCRETE SIDEWALK AND GUTTER PER ACHD 6 INCHES OF 3/4 INCH MINUS CRUSHED PER ACHD SUPPLEMENT TO SUPPLEMENT TO ISPWC AGGREGATE BASE SD -701 20 INCHES OF 6 INCH MINUS UNCRUSHED ISPWC SD -709 AGGREGATE SUBBASE NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. E PEACEFUL POND DR. EAST SECTION 8 1 9 I 10 1 11 1 12 1 13 14 0+50 1+00 2+00 3+00 4+00 5+00 ROADWAY LEGEND 0 AL FNc E S\ON V�}W � O o �r,\STERE, �tiF F� - - PROPERTY LINE D - - - RIGHT OF WAY LINE r 1 )aa U _.�. � 17 0 EXISTING CONTOUR OFS\ 1040' PROPOSED CONTOUR OF�� EW PROJECT NO.: Digitally signe ew S. Derr, PE �TC 1132.76± BC 1132.26 SPOT ELEVATION DRAWN BY: Reason: 100% Submittal Set LP OCHECKED Date: 2017.09.0610:04:00 06'00' BY: FLOW DIRECTION AND GRADIENT E PEACEFUL J DATE: [9 N c c U r POND O°O°O°O°O O o 0 0 0 0 0 0° DR. 0 �U.4 c N [A c o ROADWAY �°�0 0 0 PROFILE cc)lb 00 Cu ar � E 5 iT _0 LO c o T �� E w m rp(D ma E �.S APPROXIMATE AREA OF ASPHALT cco L7- m o c o n o C c U c c 0 REMOVAL ca `0 °amN W Lo zUTTER =m CURB/G J co U W U 3� L [D (0 v, 40 0 40 80 120 4 0 4 8 12 SCALE: I"= 40'-0" VERTIGAL SCALE: I"= 4'-0" c o \ \ n n IN 54' R.O. W ow D O 6' SIDEWALK EASEMENT -0 16.5' 16.5' _o rn 14.5' 14.5' [- 5'� 1' 9' PROFILE GRADE LINE �� 2' 0 2% 2% C %/ iv i/ivv � STANDARD VERTICAL CURB 3 INCHES OF ASPHALT PAVEMENT N AND GUTTER PER ACHD 6 INCHES OF 3 4 INCH MINUS CRUSHED CONCRETE SIDEWALK SUPPLEMENT TO ISPWC / PER ACHD SUPPLEMENT TO AGGREGATE BASE ISPWC SD -709 SD -701 20 INCHES OF 6 INCH MINUS UNCRUSHED AGGREGATE SUBBASE Q NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. B N 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. z 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. E PEACEFUL POND DR. WEST SECTION cn ■ N i 0 AN U N_ O L SZ -1i On 1 I 2 I 3 I 4 I 5 I 6 I 7 rQll�i J \ 6' SIDEWALK EASEMENT -111, t -A 16.5' 1 2% 2705 2700 2695 2690 2685 2680 8+00 8+50 54' R.O.W 16.5' i' LINE 2% J \ 6' SIDEWALK EASEMENT 9' 1' 5' STANDARD VERTICAL CURB "--3 INCHES OF ASPHALT PAVEMENT CONCRETE SIDEWALK AND GUTTER PER ACHD 6 INCHES OF 3/4 INCH MINUS CRUSHED PER ACHD SUPPLEMENT TO SUPPLEMENT TO ISPWC AGGREGATE BASE SD -701 20 INCHES OF 6 INCH MINUS UNCRUSHED ISPWC SD -709 AGGREGATE SUBBASE NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. E PEACEFUL POND DR. EAST SECTION 8 1 9 I 10 1 11 1 12 1 13 14 GURB AND GUTTER LOCATION SCORE JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) AGGESSIBLE RAMP LOGATION WITH DETECTABLE WARNING SURFA6E NEW GONGRETE FLATNORK PROPOSED STREET LIGHT PROPOSED SIGN ACRONYM LEGEND TBRC TOP BACK OF ROLLED GURB ELEVATION TBVC TOP BACK OF VERTIGAL ELEVATION BW BACK OF WALK ELEVATION TA TOP OF ASPHALT ELEVATION RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION POC POINT OF CURVATURE ELEVATION POT POINT OF TAN6ENGY ELEVATION CR GURB RETURN ELEVATION LP LOW POINT ELEVATION TC TOP OF GONCRETE ELEVATION ROADWAY CALLOUT_ EDGONSTRUGT STREET SEGTION PER6 DETAIL ON SHEET 63.3. OGON5TRUTGSTREET SECTION PER DETAIL -7 ON SHEET C3.3. CONSTRUCT 7' ATTACHED SIDEWALK PER AGHD SW7 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD E) DRAWING SD -709. CONSTRUGT 5' DETACHED SIDEWALK PER AGHD SWD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-709. CONSTRUGT 6" VERTIGAL GURB AND GUTTER PER CGV AGHD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING 5D-701. OSAWGUT EXISTING ASPHALT MINIMUM 2' WIDE. SCA Copyright © 2017 11` All rights reserved. Reproduction or use in any form i or by any means without written permission of `• Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. c r�7 ORIGINAL SURVEY ON FIFE AT IDAHO SURVEY GROUP aargo qF= WmQoaoii: ?CW>CQ:7W?Q:� ROADWAY LEGEND AL FNc (` Iqz Z� .�Q�V �W S\ON V�}W � O o �r,\STERE, �tiF F� - - PROPERTY LINE D - - - RIGHT OF WAY LINE r 1 )aa U _.�. � 17 0 EXISTING CONTOUR OFS\ 1040' PROPOSED CONTOUR OF�� EW PROJECT NO.: Digitally signe ew S. Derr, PE �TC 1132.76± BC 1132.26 SPOT ELEVATION DRAWN BY: Reason: 100% Submittal Set LP OCHECKED Date: 2017.09.0610:04:00 06'00' BY: FLOW DIRECTION AND GRADIENT MS, JB J DATE: [9 N c c U r 9/6/17 O°O°O°O°O O o 0 0 0 0 0 0° EXTENTS OF SEEPAGE BED 0 �U.4 c N [A c o �°�0 0 0 0 cc)lb 00 Cu ar � E 5 iT _0 LO c o �� E w m rp(D ma E �.S APPROXIMATE AREA OF ASPHALT cco L7- m o c o n o C c U c c 0 REMOVAL ca `0 °amN W Lo zUTTER =m CURB/G J co U W U 3� L [D (0 . . . . . 3: J" co C7 GURB AND GUTTER LOCATION SCORE JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) AGGESSIBLE RAMP LOGATION WITH DETECTABLE WARNING SURFA6E NEW GONGRETE FLATNORK PROPOSED STREET LIGHT PROPOSED SIGN ACRONYM LEGEND TBRC TOP BACK OF ROLLED GURB ELEVATION TBVC TOP BACK OF VERTIGAL ELEVATION BW BACK OF WALK ELEVATION TA TOP OF ASPHALT ELEVATION RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION POC POINT OF CURVATURE ELEVATION POT POINT OF TAN6ENGY ELEVATION CR GURB RETURN ELEVATION LP LOW POINT ELEVATION TC TOP OF GONCRETE ELEVATION ROADWAY CALLOUT_ EDGONSTRUGT STREET SEGTION PER6 DETAIL ON SHEET 63.3. OGON5TRUTGSTREET SECTION PER DETAIL -7 ON SHEET C3.3. CONSTRUCT 7' ATTACHED SIDEWALK PER AGHD SW7 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD E) DRAWING SD -709. CONSTRUGT 5' DETACHED SIDEWALK PER AGHD SWD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 5D-709. CONSTRUGT 6" VERTIGAL GURB AND GUTTER PER CGV AGHD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING 5D-701. OSAWGUT EXISTING ASPHALT MINIMUM 2' WIDE. SCA Copyright © 2017 11` All rights reserved. Reproduction or use in any form i or by any means without written permission of `• Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. c r�7 C3.3 QKp= W yWLa aargo qF= WmQoaoii: ?CW>CQ:7W?Q:� pp �QC7QCWW (` Iqz Z� .�Q�V �W z V�}W � O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: Z LP OCHECKED BY: U MS, JB DATE: 9/6/17 0 SHEET NUMBER 0 T C3.3 L K J [e] F Q N Go O O N i' O C: 0 0 D 0 T a 0 C-3 0 N 0) Q U B N 0 z N O AN U 0 CL 2710 2705 2700 2645 26g0 2685 s N S HOWRY LANE ROADWAY PLAN - ---------------------------------------------- I VANDALGUARDTM STAINLESS I STEEL BOLT AND VANDAL -------------------.. I X3 INCHES OF ASPHALT PAVEMENT -. -.---------------------------- I II 6 INCHES OF GRAVEL SHOULDER 6 INCHES OF 3/4 INCH MINUS CRUSHED I ------------ II (V M ------------------ I II I -------_------------ II CM0cY1U o C a L '� a'b W co.N / 20 INCHES OF 6 INCH MINUS UNCRUSHED I \/ / 0 I \ NOTES: I \ to CD I CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND I 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF I 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACRD. U S HOWRY LANE SET ANCHOR IN SOIL EXPANSION JOINT (TYPICAL) AGGESSIBLE RAMP LOGATION WITH D DETECTABLE WARNING SURFACE NEW GONGRETE FLATWORK PROPOSED STREET LIGHT ------------ ------------ -------------------------- z -------- ---- - PVI STATION 3+f65 ----------------------------------- U MS, JB DATE: 9/6/17 -to O N ------ O SHEET NUMBER O PVI ELEV = 21697.02 K 1----------— n r, II ------------ —----------- -------------------------- --- ------- -C--------- -- ------------III- ------------------------li-------------I -------------------- ------------III- - -------------1--------------------------- ------- ------------------------- -- EXISTING GROUND -------------------------- -N Ln N 0 W ------------------------------ --------------------------t----------- - -------------11--------- ^ ------------ + ------------------- ---- ------- -- ---11------------- ------- rn 0) co ---------- ------------ ----------------------- o n --------- P0 N ------------III -- N ------------------- -----� - T ------------- --- ---------- .... II �- ) 0 to U U ---- ------------1- -------------- --------------------+ -----I - I---- --------------------------------------------------l-v v ----------------------- -i- �1' -------------l------------ -------------1------------- ------------ ---------------------------------------------------------------0° ------------ --------------------------------------- -------------------------- ------------------------ PVI STATION = 1+91.05 �"------ I ----- ------- ------------fi---�-EtEV-= 687:i�--------r---------- 1 - ----- - - - - I --------------------------- t -------------------------- I fi-------------------------- I I------------- I ------------- t -------- I K = 20.5 m N - - -- ---SZ -- -------------1------------- ----------------------------------------------------- -------------1------------- --------------------------- ----------------------------------- O ---------- 0)I- N-------- N C4 T ---------- ± to + ----� "?� - -------------------- -- - ---- - -------- 50X -----1 ------ ------- ------------ --------------------------1------------ -------------1 ------------- ------------------------ -----------IL 04 -. - (n 00 + -FINISHED GROUND ------------ 1 ----------- -------------------------- -------------------------------------- ------------ -------------------------- ------------------------- Q II U U� N ---------- - ----- W ------- --- ---- ------ -------------- -------------------------- ---------------------------------------------------- -------------------------- ------------- ------------ - ------ - ------------- ------ --- ------------ -------------1------------- ---------------------------------------------------- I I -------------1--------------------------- I I ------------- ------------ - --- --- -------- -1,334%4% I I I I I I I ------------------------------------ ----------- ----------Ill �----------- ---------III------------ -------------I------------- -------------------------------------------------- --------------------------fi------- -- ----------- fi--------------------------- 11------------- ------------rt--------------------------fi------------ ---------------------------------------------------- ----------- ------------- ------------1----------- -------------------------------------- ------------------------ --------- -------------------------- -------------11------------- ------------1--------------------------li------------ ------------ -------------------------------------- -------------------------- -------------111------------- ------------------------- ------------------------ EXISTING GROUND CENTERLINE -------------------- t -------------------------- t ------------ -------------1- ----------- rt -------------I------------- FINISH GROUND CENTERLINE --------------------------- --------------------t �� IQ �t- r- s� \Z -p Om 1-.t ppa t7 p�? V: ppry IN �� miry 2�� mm �� dS� �� O� O� O� r0TS ryN •`p0� ryry ryN ryry •a0� ryN (VN ryry ryry (VN (VN ryry ryry ryry ryN 0+50 1+00 J n L+VV S HOWRY LANE ROADWAY PROFILE 47' R.O.W 10; 16' PROFILE GRADE LINE 2% S+VV 1 2 3 5 0 J \ a- (MUTCD R8-3) NO PARKING ANYTIME 12"x 18" V) NW V) z�W �wo =z 1 0 SIGN, TYPICAL 2'710 270! 270( 264° 264C 268° 268( SQUARE STEEL 516N POST 0 PROPERTY LINE 0 VANDALGUARDTM STAINLESS o STEEL BOLT AND VANDAL 1040 PROPOSED CONTOUR X3 INCHES OF ASPHALT PAVEMENT CONCRETE SIDEWALK 1 6 INCHES OF GRAVEL SHOULDER 6 INCHES OF 3/4 INCH MINUS CRUSHED PER ACHD SUPPLEMENT TO (V M C 0 00 C AGGREGATE BASE ISPWC SD -709 CM0cY1U o C a L '� a'b W co.N / 20 INCHES OF 6 INCH MINUS UNCRUSHED o \/ / 0 AGGREGATE SUBBASE \ NOTES: o \ to CD 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACRD. U S HOWRY LANE SET ANCHOR IN SOIL 1 2 3 5 0 J \ a- (MUTCD R8-3) NO PARKING ANYTIME 12"x 18" V) NW V) z�W �wo =z 1 0 SIGN, TYPICAL 2'710 270! 270( 264° 264C 268° 268( SQUARE STEEL 516N POST 0 PROPERTY LINE 0 VANDALGUARDTM STAINLESS o STEEL BOLT AND VANDAL 1040 PROPOSED CONTOUR PROOF NUT 0 1 FLOW DIRECTION AND GRADIENT 0 o 0 o / /\ (V M C 0 00 C / G FINISH ROUND SURFACE CM0cY1U o C a L '� a'b W co.N / o U Z C o \/ / 0 o \ to (0 o \ to CD o 0 o / No. o / r / 0 U GURB AND GUTTER LOCATION SET ANCHOR IN SOIL 30" ANCHOR NOTES: /\X 1. REFER TO ACHD SECTION 1100 SUPPLEMENTAL PROVISIONS TO THE \ ISPWC AND TS -1112 FOR ADDITIONAL MOUNTING AND INSTALLATION REQUIREMENTS SIGN POST MOUNTING AND INSTALLATION 7 8 9 10 11 12 13 14 ORIGINAL SURVEY ON FIFE AT IDAHO SURVEY GROUP ROADWAY LEGEND S\pNAL EN - - ACRONYM LEGEND TBRC TOP BACK OF POLLED GURB ELEVATION TBVC TOP BACK OF VERTICAL ELEVATION BW BACK OF WALK ELEVATION TA TOP OF ASPHALT ELEVATION RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION POC POINT OF CURVATURE ELEVATION POT POINT OF TANGENGY ELEVATION CR CURB RETURN ELEVATION LP LOW POINT ELEVATION Tc TOP OF GONCRETE ELEVATION ROADWAY CALLOUT_ ED CONSTRUCT STREET SECTION PER DETAIL 8 ON SHEET G3.4. GONSTRUCT 7° ATTACHED SIDEWALK PER AGHO SW7 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -704. ED5TANDARD GONSTRUGT PEDESTRIAN RAMP PER 2015 ISPWC DRAWING SD -712A, TYPE "A". Q CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ADHD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 50-701. GD51DENALK INSTALL TYPE 11 TERMINUS BARRIGADES AT TERMINUS PER ACHD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -1132A. GDROADNAY INSTALL TYPE III TERMINUS BARRICADES AT TERMINUS PER AGHD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -1132B. INCLUDE SIGN THAT STATES "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". OGONSTRUGT EXTRUDED GURB PER CEX ADHD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD -701G. ��G\ S TERFo 100 A s o5 -n6-1� o �9TTF of TyEW S • 0 Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:04:23 -06'00' a PROPERTY LINE - - - RIGHT OF HAY LINE -------- , Uj . EXISTING CONTOUR 1040 PROPOSED CONTOUR �TC 1132.761 BC 1132.26 SPOT ELEVATION � Cu 'ry`r FLOW DIRECTION AND GRADIENT a E- m oar, E o =_ O O O J O (V M C 0 00 C 2c�ry� 0 w �cn0 o ° O ° O ° O ° O CM0cY1U o C a L '� a'b W co.N EXTENTS OF SEEPAGE BED o U Z C O�O�0 0 0 -0 iv N 0 U J W U J 000000000 to (0 O to CD REVISIONS No. Date APPROXIMATE AREA OF ASPHALT r REMOVAL CURB/GUTTER LOCATION U GURB AND GUTTER LOCATION SCORE JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) AGGESSIBLE RAMP LOGATION WITH D DETECTABLE WARNING SURFACE NEW GONGRETE FLATWORK PROPOSED STREET LIGHT 17126 PROPOSED 516N ACRONYM LEGEND TBRC TOP BACK OF POLLED GURB ELEVATION TBVC TOP BACK OF VERTICAL ELEVATION BW BACK OF WALK ELEVATION TA TOP OF ASPHALT ELEVATION RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION POC POINT OF CURVATURE ELEVATION POT POINT OF TANGENGY ELEVATION CR CURB RETURN ELEVATION LP LOW POINT ELEVATION Tc TOP OF GONCRETE ELEVATION ROADWAY CALLOUT_ ED CONSTRUCT STREET SECTION PER DETAIL 8 ON SHEET G3.4. GONSTRUCT 7° ATTACHED SIDEWALK PER AGHO SW7 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -704. ED5TANDARD GONSTRUGT PEDESTRIAN RAMP PER 2015 ISPWC DRAWING SD -712A, TYPE "A". Q CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ADHD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 50-701. GD51DENALK INSTALL TYPE 11 TERMINUS BARRIGADES AT TERMINUS PER ACHD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -1132A. GDROADNAY INSTALL TYPE III TERMINUS BARRICADES AT TERMINUS PER AGHD 2015 SUPPLEMENTAL SPEGIFIGATIONS STANDARD DRAWING SD -1132B. INCLUDE SIGN THAT STATES "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". OGONSTRUGT EXTRUDED GURB PER CEX ADHD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING SD -701G. ��G\ S TERFo 100 A s o5 -n6-1� o �9TTF of TyEW S • 0 Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:04:23 -06'00' a o In iu U'o U r m LO � cn n rn ��n� N W W 0 W L E 7 Ol � Cu 'ry`r 3: 0 a E- m oar, E o =_ (CO w `; (V M C 0 00 C 2c�ry� 0 w �cn0 �� L a CM0cY1U o C a L '� a'b W co.N N 0 o U Z C 0-o -o -0 iv N 0 U J W U J 3 - to (0 O to CD Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. C3.4 Co 0 z 3: . �2, QKp= W yWpCOzJ ply ��+++ Wm%LUQ:"par: ?00LU-0Z Q p �QC7QCWW Nc°Qg°zUJ Q ax ZW z t�Q.12}W � O ' REVISIONS No. Date Description r U D PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: U MS, JB DATE: 9/6/17 O SHEET NUMBER O T C3.4 71 L T 1 J 3 rl -- - - - - ----- --- -- - . L I 100 YEAR WSEL = 2685.50 TYPE IV CB #7 . "� .' �• W w w w w w gD w w w 4. 2 3 N s - - S "SS S STOCKENHAM CT.SS 8"SS g"Cs - - PROPERTY LINE 4Q Q` _ O 3 I A GROUNDWATER EL - 2671 � , RE: 2684.01 •.-. .....:... ........ ;...., ., •; ' '. 4 0 W U fi-3 DP1 126' 0.0% - SLV SLV `!'l O v� 3 TP ,�1 .. .L .•. .� .�:. .• .: i -• 12" INV: 2681.51 .. .• ° o zW L i SGT SB TC 1132.761 SPOT ELEVATION _Lu igitally signed by Matthew S. Derr, PE ,10�13C 1132.26 s ow S Reason: 100% Submittal Set F'OF FUS W o o //•�• � 12, DP1 40' 0.0% afl I IR pONO I SGT V , C SB #2 DP1 82 0.0% - Oo FG: 2696.37 I 9 ;_, N: 2807.07 2" INV: 2681.50 3 1 1 \ POND #1..... - - DP1 25' 0.0% ra f 13 WIDTH = 7.5 FT IR " WIDTH AT BOTTOM = 28.1 FT ' CB4 , TYPE IV CB #3 M LENGTH = 75.0 FT V) IR E: 6914.65 : 2774,90 Q25 = 4.15 CFS IR AT BOTTOM= 56.5 FT RE: 2692.57 / DEPTH = 12.8 FT .s W W W �'/ GURB/GUTTER LOCATION W m N 12" INV: 2690.07 TOP OF GRAVEL = 2694.62 '; I .a DEPTH = 3.5 FT - W �✓ 1 ° W I _ ----- - :T N: 2989.87 BOTTOM OF GRAVEL = 2681.83 I x I E: 6970.79 IR TOP OF POND = 2686.50Cb CB4 3 3 I' E: 6964.52 BOTTOM OF SAND = 2680.32 IR IR O cf) BOTTOM OF POND = 2679.50 - -I 4 Q25 = 1.35 CFS GROUNDWATER EL = 2679.62 VJ BOTTOM OF SAND =2681.00 Q100 = 1.88 CFS INFILTRATION RATE = 8 IN/HR I £ 3 CD •' a; BLOCK 6 SN13039.55 4 CF BLOCK 6 S 8" s :a: I. E: 7118.48 p Q100 = 5.79 CFS 6 BLOCK 7 0 :. l' 10 £ °i 32 004-1- T ' No. Date Description a¢ �.. c�Q I 5 3 =� I. W OU I 3 W Q BLOCK 4 IQ, 4 5 W� 6 7 03, � frCIO O 3: TYPE IV CB 46 Z RE: 2684.50 U) 12" INV: 2682.00 N: 2580.25 TP E: 7092.04 F Q25 = 2.72 CFS w - w Q100 3.79 CFS 4 8" w w W W . �: .�, .. E FRATELLO ST. O ST. �T_ W W Q - - N8"S S - - E FRATELLO ST.- - N 8 S s 8„SS 8„SS' C6 0 SB #1 FG: 2687.13 Off/ SLV SLV SLV E 0 WIDTH = 9 FT �I LENGTH = 179 FT SB SGT DEPTH = 9 FT TOP OF GRAVEL = 2685.38 E BOTTOM OF GRAVEL = 2676.38 Q BOTTOM OF SAND = 2674.88 1$ 19 GROUNDWATER EL = 2672 23 24 20 INFILTRATION RATE = 8 IN/HR 22 V100= 5,073 CF N: 2548.67 C o E: 6904.40 _ 0B BLOCK 3 D 0 § BLOCK 5 0 �. ;.. 100 YEAR WSEL = 2685.50 TYPE IV CB #7 . "� .' �• Z 2 3 N . • �SS�pNAL o� gyp\ S TERM, �10 - - PROPERTY LINE 4Q Q` _ O I A GROUNDWATER EL - 2671 � , RE: 2684.01 •.-. .....:... ........ ;...., ., •; ' '. 3I 0 W U fi-3 DP1 126' 0.0% - - a7 , o `!'l O Ile TP ,�1 .. .L .•. .� .�:. .• .: i -• 12" INV: 2681.51 .. .• ° o zW L i I TC 1132.761 SPOT ELEVATION _Lu igitally signed by Matthew S. Derr, PE ,10�13C 1132.26 Q0 Reason: 100% Submittal Set F'OF FUS W o o //•�• � ° �/ DP IR pONO - - - \\ o l- SGT V , C 8 9 ;_, N: 2807.07 2" INV: 2681.50 E: 6970.43 R \ POND #1..... - - DP1 25' 0.0% ra f r .7 C n 3 0 0 " WIDTH AT BOTTOM = 28.1 FT ' a : , W W WLENGTH E: 6914.65 : 2774,90 Q25 = 4.15 CFS IR AT BOTTOM= 56.5 FT W W W �'/ GURB/GUTTER LOCATION W m N J DEPTH = 3.5 FT - W �✓ W DPI ° W I _ ----- - LU 3:-p . . . . . . 3LLa Co CD x I E: 6970.79 IR TOP OF POND = 2686.50Cb CB4 3 O cf) BOTTOM OF POND = 2679.50 - -I E PEACEFUL POND DR. VJ BOTTOM OF SAND =2681.00 Q25 = 4.15 CFS SLV SLV CD IR a; AREA OF SAND = 156 SF S 8" s W Q BLOCK 4 IQ, 4 5 W� 6 7 03, � frCIO O 3: TYPE IV CB 46 Z RE: 2684.50 U) 12" INV: 2682.00 N: 2580.25 TP E: 7092.04 F Q25 = 2.72 CFS w - w Q100 3.79 CFS 4 8" w w W W . �: .�, .. E FRATELLO ST. O ST. �T_ W W Q - - N8"S S - - E FRATELLO ST.- - N 8 S s 8„SS 8„SS' C6 0 SB #1 FG: 2687.13 Off/ SLV SLV SLV E 0 WIDTH = 9 FT �I LENGTH = 179 FT SB SGT DEPTH = 9 FT TOP OF GRAVEL = 2685.38 E BOTTOM OF GRAVEL = 2676.38 Q BOTTOM OF SAND = 2674.88 1$ 19 GROUNDWATER EL = 2672 23 24 20 INFILTRATION RATE = 8 IN/HR 22 V100= 5,073 CF N: 2548.67 C o E: 6904.40 _ 0B BLOCK 3 D 0 § BLOCK 5 0 �. ;.. 100 YEAR WSEL = 2685.50 TYPE IV CB #7 . "� .' �• Z 2 3 N . • �SS�pNAL o� gyp\ S TERM, �10 - - PROPERTY LINE 4Q Q` _ O I A GROUNDWATER EL - 2671 � , RE: 2684.01 •.-. .....:... ........ ;...., ., •; ' '. 3I 0 W U fi-3 `o ZW LU `!'l O Ile - INFILTRATION RATE - 8 IN/HR'YPE IV CB #1: " .: .. .L .•. .� .�:. .• .: i -• 12" INV: 2681.51 .. .• U) o zW L i I TC 1132.761 SPOT ELEVATION _Lu igitally signed by Matthew S. Derr, PE ,10�13C 1132.26 Q0 Reason: 100% Submittal Set W V100= 7,757 CIF E: 2684.00 CB4 N: 2743.37 11 IR - - - d IR V , C 8 9 O N: 2807.07 2" INV: 2681.50 E: 6970.43 R LU O z r .7 C n 3 0 0 LLoENo mWIMI amim 'O E: 6914.65 : 2774,90 Q25 = 4.15 CFS IR -02'Z-a ECbN `oU W `° L `° o z a GURB/GUTTER LOCATION m N J UJ 3: W m LU 3:-p . . . . . . 3LLa Co CD x I E: 6970.79 IR Q100 = 5.79 CFS 3 cf) O 11I VJ Q25 = 4.15 CFS rF_ V ) CD BLOCK 3 a; 3 • : :a: 00 3 y >•W�iy y t W yLLW�W2� ` yWaQ:0 �\\ Q100 = 5.79 CFS WmQLL. C70F: (-UtzLUZfiz 0 :. VL6 > 104 W 32 O T ' No. Date Description a¢ �.. BLOCK 4 vii I W Q BLOCK 4 IQ, 4 5 W� 6 7 03, � frCIO O 3: TYPE IV CB 46 Z RE: 2684.50 U) 12" INV: 2682.00 N: 2580.25 TP E: 7092.04 F Q25 = 2.72 CFS w - w Q100 3.79 CFS 4 8" w w W W . �: .�, .. E FRATELLO ST. O ST. �T_ W W Q - - N8"S S - - E FRATELLO ST.- - N 8 S s 8„SS 8„SS' C6 0 SB #1 FG: 2687.13 Off/ SLV SLV SLV E 0 WIDTH = 9 FT �I LENGTH = 179 FT SB SGT DEPTH = 9 FT TOP OF GRAVEL = 2685.38 E BOTTOM OF GRAVEL = 2676.38 Q BOTTOM OF SAND = 2674.88 1$ 19 GROUNDWATER EL = 2672 23 24 20 INFILTRATION RATE = 8 IN/HR 22 V100= 5,073 CF N: 2548.67 C o E: 6904.40 _ 0B BLOCK 3 D 0 § BLOCK 5 0 1-0 N _- 0) Q U 1 0 c 0) N T 0 STORM PLAN N A ( N 30 0 30 60 40 o SCALE: I"= 30'-0" C_ CL C6 4 IR 5 D IR �. X X X X X Z 2 3 N �SS�pNAL o� gyp\ S TERM, �10 - - PROPERTY LINE 4Q Q` _ O I OW 7 'I.y 14 i+ 0 W U 0 -/7 `o ZW LU `!'l O Ile D_ U) o zW L 3 NEWS W TC 1132.761 SPOT ELEVATION _Lu igitally signed by Matthew S. Derr, PE ,10�13C 1132.26 Q0 Reason: 100% Submittal Set W ate: 2017.09.06 10:04:39 -06'00' f� TP Q N� V , C 8 9 O 10 0 C '� m N �^ Cn LU O z r .7 C n 3 0 0 LLoENo mWIMI amim 'O N O W 0❑ C 0E � W U = ar1U c = Co -02'Z-a ECbN `oU W `° L `° o z a 1-0 N _- 0) Q U 1 0 c 0) N T 0 STORM PLAN N A ( N 30 0 30 60 40 o SCALE: I"= 30'-0" C_ CL C6 4 IR 5 D IR Q100 = 3.79 CFS GROUNDWATER EL = 2673.98 INFILTRATION RATE = 8 IN/HR SGT V100= 1,626 CF 25 26 27 N: 2507.32 Iz 7 0 E: 7493.12 TYPE IV CB #14 RE: 2687.35 12" INV: 2684.85 N: 2465.90 E: 7497.75 Q25 = 0.87 CFS Q100 = 1.21 CFS IR'IR IR 0 10 11 TYPE IV CB #14 RE: 2687.49 12" INV: 2684.99 N: 2465.68 E: 7522.75 Q25 = 0.87 CFS CB4 Q100 = 1.21 CFS DP1 25' 0.0% IL 12 13 14 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP CD DRAINAGE LEGEND Z 2 3 N �SS�pNAL o� gyp\ S TERM, �10 - - PROPERTY LINE 4Q Q` _ O I OW 7 'I.y 14 i+ 0 W U 0 -/7 Z ZW LU `!'l O Ile 1040' PROPOSED CONTOUR U) o zW L 3 NEWS W TC 1132.761 SPOT ELEVATION _Lu igitally signed by Matthew S. Derr, PE ,10�13C 1132.26 Q0 Reason: 100% Submittal Set W ate: 2017.09.06 10:04:39 -06'00' f� TP Q N� V , 8 9 O 10 0 C '� m N �^ Cn LU O z r .7 C n 3 0 LLoENo mWIMI amim 'O N O W 0❑ C 0E � W U = ar1U c = Co -02'Z-a ECbN `oU W `° L `° o z a GURB/GUTTER LOCATION m N J UJ 3: W m LU 3:-p . . . . . . 3LLa Co CD 3 cf) O VJ Cn rF_ V ) CD BLOCK 3 Z 3 y >•W�iy y t W yLLW�W2� ` yWaQ:0 �\\ WmQLL. C70F: (-UtzLUZfiz 0 104 W za O REVISIONS ' No. Date Description r U vii I PROJECT NO.: 17126 (� 31 X DRAWN BY: z LP O CHECKED BY: MS, JB U DATE: 9/6/17 C* O SHEET NUMBER O Ir- C4.1 C4.1 l I 3 y •' II > CB4 w w DP1 29' 0.0% W W W W 30 - 8 'SS -,SS - 8„S s 8 CB4 � 3 #3 TYPE IV CB #9M • SIB FG: 2688.98 RE: 2684.71 M WIDTH = 10 FT I 12" INV: 2682.21 LENGTH = 75 FT 3 N: 2549.47 DEPTH = 6.2 FT fN E: 7091.41 TOP OF GRAVEL = 2687.23 Q25 = 2.72 CFS BOTTOM OF GRAVEL = 2681.03 SB BOTTOM OF SAND= 2679 5300 OW Q100 = 3.79 CFS GROUNDWATER EL = 2673.98 INFILTRATION RATE = 8 IN/HR SGT V100= 1,626 CF 25 26 27 N: 2507.32 Iz 7 0 E: 7493.12 TYPE IV CB #14 RE: 2687.35 12" INV: 2684.85 N: 2465.90 E: 7497.75 Q25 = 0.87 CFS Q100 = 1.21 CFS IR'IR IR 0 10 11 TYPE IV CB #14 RE: 2687.49 12" INV: 2684.99 N: 2465.68 E: 7522.75 Q25 = 0.87 CFS CB4 Q100 = 1.21 CFS DP1 25' 0.0% IL 12 13 14 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP CD DRAINAGE LEGEND Z 0 Z = W EN N �SS�pNAL o� gyp\ S TERM, �10 - - PROPERTY LINE 4Q Q` _ O - - - RIGHT OF WAY LINE OW 7 'I.y 14 i+ 0 W U 0 -/7 EXISTING CONTOUR ZW LU `!'l O Ile 1040' PROPOSED CONTOUR U) o zW L NEWS W TC 1132.761 SPOT ELEVATION _Lu igitally signed by Matthew S. Derr, PE ,10�13C 1132.26 Q0 Reason: 100% Submittal Set ate: 2017.09.06 10:04:39 -06'00' FLOW DIRECTION AND GRADIENT Q N� V , W 0 0 O EXTENTS OF SEEPAGE BED 0 C '� m N �^ Cn LU z r .7 C n 3 0 LLoENo mWIMI amim 'O N O W 0❑ C 0E � W U = ar1U c = Co -02'Z-a ECbN `oU W `° L `° o z a GURB/GUTTER LOCATION m N J UJ 3: W m LU 3:-p . . . . . . 3LLa Co CD CURB AND GUTTER LOCATION SCORE JOINT (TYPICAL) EXPANSION JOINT (TYPICAL) ACCESSIBLE RAMP LOCATION WITH DETECTABLE WARNING SURFACE NEW CONCRETE FLATWORK TYPE 1 #1 RE 48.922 TYPE I CATCH BASIN N 2025.64 E 3758.98 SG #1 RE 48.92 1000 GAL SAND AND GREASE TRAP N 2025.64 E 3758.98 E:1-0 PROPOSED STREET LIGHT PROPOSED SIGN ACRONYM LEGEND TBRC TOP BACK OF ROLLED CURB TA TOP OF ASPHALT RE RIM ELEVATION IE INVERT ELEVATION ME MATCH EXISTING ELEVATION FFE FINISHED FLOOR ELEVATION DRAINAGE CALLOUT- D CONSTRUCT TYPE IV GATGH BASIN PER AGHD 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 50-604A. INSTALL TYPE III GRATE PER AGHD 2015 SUPPLEMENTAL 5PEGIFIGATION5 STANDARD DRAWING 5D -610A. OSAND AND GREASE TRAP PER AGHD 2015 SGT 5TORMWATER DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 01. REFER TO STANDARD DRAWING FOR ELEVATION A THROUGH D LOCATION. CONSTRUCT SEEPAGE BED PER AGHD 2015 SB 5TORMWATER DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 20. DIMENSIONS, AS SHOWN. SEE DETAIL 2 ON SHEET G4.2 FOR ADDITIONAL INFORMATION. AGHD IS 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 IS CURRENTLY SUPPLYING THE DEVICES. WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERGO TO TEST PERFORMED BY 501 S L L ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF PERCOLATION IS LESS 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. GONTRAGTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 -FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL REPORT PREPARED BY SITE GON5ULTIN6, DATED NOVEMBER 2016. CONSTRUCT OBSERVATION WELLS PER AGHD 2015 OW 5TORMWATER DE516N GUIDELINES SECTION 8200 STANDARD DRAWING BMP 20 AND STANDARD DRAWI N6 DETAIL 06. 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. OINSTALL 12" 5DR35 PVG PIPE. DP1 LENGTH AND SLOPE AS LISTED ON PLANS. OINSTALL BORROW DITCH PER PER AGHD 2015 BD STORMWATER DE516N 6UIDELINE5 SECTION 8200 STANDARD DRAWING DETAIL 08. INSTALL SAND WINDOW IN LIEU OF BSM WINDOWS. OINSTALL SLEEVES FOR UTILITY SERVICES. SEE SLV UTILITY PLAN FOR DETAIL. CONSTRUCT INFILTRATION BASIN PER AGHD 2015 �B 5TORMWATER DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING BMP 10 AND DETAIL 1, SHEET G4.2. DIMENSIONS, AS SHOWN. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 -FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL REPORT PREPARED BY SITE GON5ULTIN6, DATED MARCH 2015. 15 1 16 Copyright © 2017 IN: All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. I ME CD r W Z 0 Z = W N Z 0 ° W J 0 O a OW Z 0 W U z ZW LU N Z ° N O h W o a U) o zW L _ _Lu Q0 QJ M Q V , O LU LU z :>:Luor) LU M� W VJ J LU 3 cf) O VJ rF_ V ) CD Z y >•W�iy y t W yLLW�W2� ` yWaQ:0 �\\ WmQLL. C70F: (-UtzLUZfiz 0 104 W za O REVISIONS ' No. Date Description r U PROJECT NO.: 17126 (� DRAWN BY: z LP O CHECKED BY: MS, JB U DATE: 9/6/17 C* O SHEET NUMBER O Ir- C4.1 C4.1 LI KI JI i� FI EI 7 CI Al A { r I I A SECTION A -A N.T.S. NOTES 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY LEGEND: f MANHOLE FRAME AND COVER PER SD -617 (TYPICAL) s LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) H 1 —FT USE GRADE RINCS (TYPICAL) 1 —FT < H < 2—FT USE 24" DIA RCP RISER 2 -FT < H <- 10 -FT USE MANHOLE CONE & 48" DIA RISERS EL. A > EL. B BY 0.10' MIN EL. D < EL. B BY 0.10' MIN EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD C5D WATERTIGHT SEAL PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET ON SIDE OF BOX 2015 SAND AND GREASE TRA ISTANDARD DRAWING ACHD STORMWATER DESIGN CUIDn PROVIDED FOR REFERENGE ONLY. GONTRAGTOR SHALL REFER TO AGHD SECTION 8200 STORMHATER DESIGN GUIDELINES FOR AGTUAL REQUIREMENTS. IN GASES OF GONFLIGT, SECTION 8200 WILL GOVERN. 2' RING & COVER PER ISPWC SD -617 (TYP) FSAND/GREASE TRAP OR YDRODYNAMIC SEPARATOR WITH HIGH FLOW BYPASS 18" DIA. CORRUGATED HDPE - OR PVC PIPE PERFORATED PER SCHEDULE BELOW TREES & SHRUBS ARE NOT PERMITTED ON TOP OF SEEPAGE BEd ELEV BOTTOM PERF < o a a a o a a s SEE 0 a 0 o a a a s NOTE IF INSTALLED WITH CHAMB CHIPS, INSTALL WOVEN GEOTEXTILE PER 8200 BM TO SEPARATE CHIPS AND DRAIN ROCK FOR COVER, SEE NOTES BELOW 0 0 0 0 0 0 0 0 o a o 0 0 0 0 SLOPE OBSERVATION WELL SPWC 801 OR ASTM: SPWC 801 OR AS j OF 18" SOLID 4'-3/4 CHIPS C33 FILTER SAND' 33 FILTER SAND LL_ WALL PIPE PIPE BEDDING - NONWOVEN FILTER FABRIC PER TRANSITION 5 -FT IN MAX HSGW SECT 8200 BMP 20, OVERLAP BED NON -PERFORATED ELEVATION MINIMUM OF 1 -FT TOP AND TO PERFORATED PIPE SIDES ONLY SECTION N.T.S. NOTES: 1. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION 2. ALL VAULTS,. MANHOLES, & SAND AND GREASE TRAPS SHALL. BE HS25 OR GREATER LOAD RATED 3. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS 4. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS 5. ALL GECTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 6. EL IN >= FL. BOTTOM PERFORATIONS IN 18" PERF PIPE 7. MAXIMUM BED LENGTH 15 400—FT BETWEEN MANHOLES 8. BED WIDTH SHALL REMAIN CONSTANT 9. 1.5—FT FILTER SAND ALLOWED FOR THIS BMP ONLY. 11, THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 12. SEE BMP 01 FOR SAND/GRFASE TRAP DETAILS 13. WATERTIGHT CONNECTION FOR SEEPAGE BEDS IN PUBLIC RIGHT—OF—WAY 1. A MINIMUM 1—FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN —WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED 2. IF < 1—FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REQUIRED WITH MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT—OF—WAY 1- A MINIMUM 1.5—FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED 2015 SEEPAGE HED WITH STANDARD DRAINING ACHD STAID LINTER D SIGN OPTIONAL CHAMBERS BIVI-P 20 1 OF 151 PROVIDED FOR REFERENGE ONLY. GONTRAGTOR SHALL REFER TO AGHD SEGTION 8200 STORMHATER DESIGN GUIDELINES FOR ACTUAL REQUIREMENTS. IN GASES OF GONFLIGT, SEGTION 8200 HILL GOVERN. 1 I 2 I 3 4 TOP OF BA51N ELEV AS NOTED 3:1 SLOPE BOTTOM OF BA51N —,-" TT'O ELEV AS NOTED 7� i, Ta NATIVE UNDISTURBED SOIL,__Z U) GRADE SMOOTH AND AVOID N GOMPAGTION = MINIMUM HIGH GROUNDWATER " LEVEL AS ENCOUNTERED DURING GEOTEGHNIGAL WORK. REVISIONS REVISIONS ELEV AS NOTED Description SAND WINDOW TO REMAIN UNVEGETATED. GROUNDGOVER PER LAND5GAPE PLANS 3:1 SLOPE FINISH GRADE SLOPE FINISHED GRADE TO SAND DRAIN ASTM G-33 SAND EXTEND SAND TRENGH INTO FREE -DRAINING MATERIALS, PER GEOTEGH REPORT Z N 5 � •■ ri ri ri ri r� r■ ri ri ri ri • ■ 'ri rY ri •i ri ri ri ri ri ri ri ■ ■ •�■ri ��ri ri �i �i �i �i �• �i i• i i•• i••• iiI■r•1'■rir�r,�ir■r�r� �i■�i■•i�•i�•i■�i■•i■•i■•i■�i■•i . . . . . . . . . . . irYr'iririr•riririrYr'i Ar ■ III I' i ill III�II Iil'li Illi 'Ilii I r ■ C'Cl�TIr1Al SEEPAGE BED L 5 I 6 7 TOP OF GRAVEL PERFORATED 18" PIPE BOTTOM OF GRAVEL BOTTOM OF SAND MINIMUM HIGH GROUNDWATER LEVEL, FIELD VERIFY 0 PROFILE NOTE: NOT TO SCALE I. REFER TO ADHD SEGTION 8200 STORMHATER DESIGN GUIDELINES BMP 20 FOR ADDITIONAL REG2UIREMENTS. IN GASES OF GONFLIGT, BMP 20 WILL GOVERN. E 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROU 16 S'S\ON AL ENS Quo r,\ ST ER�,o 10 y 4 I7o �gTlF OF TyEW S • 0 Digitally signed by Matthew S. Derr, Reason: 100% Submittal Set Date: 2017.09.0610:04:54 -06'00' Q7 E N � CO 'Co N N 'V N 00 00 C: E' iT �0 3L E 'w o: m co Q7 ami m N N W EO C Cp r, W L 9 CL :6 U c c 6 O] V � E o" m C .g m m U w'.N o ma .`00N Z° m N WC C: o m.� m 3 c o �L Co (�0 • • • • • • 3 L 0. co C7 Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C4.5 h II W CD i, yWO ozLL WOOQ,.QpF z LUQ: Z ?C0owoz, N �QC7QCWW J NG�Qg2� ZW z lug v REVISIONS REVISIONS Date Description Z � Z z W � QwJ Q �Z O� j rrLU w 0 z UJ w� � m Cn UJ � z � � o co PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C4.5 h II W i, yWO ozLL WOOQ,.QpF LUQ: Z ?C0owoz, ■ �QC7QCWW NG�Qg2� ZW z lug v REVISIONS REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C4.5 l►ll J [e] F N C6 0 6 0 N E L- Q Cn c 0 C 0 D a) m 0 a -0 0 CID _o rn m N i N _- Q U B N 0 z C N i 0 AN U N_ O C- OP -1i On E FRATELLO ST. SEWER PLAN 1 2-700 2665 2660 2685 2680 26-75 2(910 k� NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE I RIGHT-OF-WAY LINE I EXISTING FENCE mQ�Qazm II Ex -SS II 6" DOME5TI6 WATER MAIN W6" II W1.5" II 4" SANITARY SEWER 5ERVIGE 4"SS --------------t--------------------------fi------------ 8" SANITARY SEWER MAIN ss -------------------------- ® ; ---------------------------------------fi------------ I QQ I � -------------------------- , ---------------------------------------- I I ---- --- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----I------------ ----------- ------------ ------------ ------------- ----------- ------------ ----------------------- --------------------------------I ---------- N - W LID -------- ---------------------------------- ------------- ------------------ -------- fi------------ ------------------------ --------------------------------------t-------,z C) -- ------------- ------------------------------------ -------- I= W W -- - --_-_-------- ------- - 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- (nWH�- U) U) U) x Eo 6 -------------I ------ --- ---- - --M H-----------------------fi------ ------------I-------------------------fi------------ ------------------------ ------------------------------------- fi--- — - SM 8" WATER MAIN ------ ' ------------II ------------------------------------- -- ---------III------- --- -------------------------------------- ----- ----- ------------------ -- � � - -- ---------------------- -------------------------- f I � fi------------ j RS --------------t ------------------------- -- --------------------------------------------------------------fi------------ -------------------------- ------------- -- -�I- - - ----------------------fi-----�--- - - --------------------------------------li------------ --------------------- - -- -------------/ -----------------Ii--- �- ------------------------------------------- --------- -- - - - - - - - - - - - - - - - - - - - - - --- ------------- ------------- ------------ ------------ -----------r- ------- ------------------- --------- ----- ------------- --- ------------rt�------------- ----- ��- ---fi------------ -- ---------I ------------- ------------I rt-------------- ------------I fi------------ I ------------III-------- - 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-------------------------- ------------TI--------------------------Ii--- ----------- 370.57 ----------------_�- -- g ----- ------- — ----------- ------------------- ------------ ---------------------------------------- -------------------------- --------------------------------------- ------------------- I� - -- -- ------ --------109.45 109.45 LF OF 8" PVC @ 0.40% __ I ------------- I I 47.90 LF OF 8' PVC @ 0.40% ------------ I -------------------- ---------- ---- ------------ CENTERLINE ------------------- ---------- -------------------------- ------------- I I I FINISH GROUND CEN-- FTERLINE I I I I eJ d2�� O,� OF t:u? r,� ((2ry r,� dJ QJ d) r r r i ui U) �co 0� p �N 2 m (14 N N N N N N N N N N N N N N N 1z N N IQN N N N N N N N N N N NZ N N G•• IMAMM 111LWLNJ E FRATELLO ST. SEWER PROFILE 2 3 4 0 4 8 12 VERTICAL 5GALE: I"= 4'-0" 4 5 I110-G&VINA 7 L97&WVJ l�3ii�1�J IC%3�1�1� 2-700 2665 2680 2685 2(b80 26?5 26-70 J 1-7+00 NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE 10 11 12 13 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP SEWER LEGEND — — — — RIGHT-OF-WAY LINE x x EXISTING FENCE mQ�Qazm EXISTING SANITARY SEWER MAIN Ex -SS 6" DOME5TI6 WATER MAIN W6" 1.5" DOME5TIG WATER 5ERVIGE W1.5" 4" SANITARY SEWER 5ERVIGE 4"SS S"SS 8" SANITARY SEWER MAIN ss SANITARY SEWER MANHOLE ® DOMESTIC, WATER VALVE �w DOMESTIC WATER METER QQ DOMESTIC WATER BLOWOFF 14 SEWER CALLOUT INSTALL 4" SANITARY SEWER 5ERVIGE a 2.0% MIN. SSL SLOPE PER STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPEC I F I GATI ONS. OSEWER PIPE SHALL BE BELL AND SPIGOT, PVC, SP 5DR35 MEETING ASTM 3034 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEG I F I GATI ONS. OINSTALL SANITARY SEWER MANHOLE PER DIVISION SMH 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFICATIONS. 51ZE A5 NOTED. OPROVIDE REQUIRED SEPARATION, SEE CITY OF RS MERIDIAN SEWER NOTES 2 4 3, SHEET 61.1 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFICATION5. O6ONNEGT TO EXISTING SANITARY SEWER STUB. CES COORDINATE CONNECTION WITH CITY OF MERIDIAN. FIELD VERIFY EXISTING 8" MAIN INVERT ELEVATION. PROVIDE WATER T16HT BOOT AT NEW CONNECTION. IF INVERT AND/OR LOCATION IS DIFFERENT THAN 1-15TED, CONTACT BREGKON LAND DESIGN IMMEDIATELY. SS%oNALf Nc G\ST£R '41 Qe° �� 4- OF WS. Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:05:15 -06'00' Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. N CD O J z � oCD Q z� >LL1 O QQ w� cr < LU UJ � �w m w J W w 2 cl) 00 REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C5.1 Z O U D cr V J Z O U y a 0 t W ` �\\ y 421 '0 WmQ41 Ct LLC7oF: ?C001411 -oz mQ�Qazm o W REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C5.1 Z O U D cr V J Z O U l►ll L K J F 0 0 r` 0 N LO E0 0 Q 0 a� c O 0 D °' 0 T O _O 0- rn C ` O (D N 0 Q B N 0 z 0 c 0) N i 0 AN O N_ O L SZ -1i C6 LLJ TIP• U o ° \ o o I \ 000 — -- \ Lu oW� — Fp (nZoNcog �w a�+co>N / HDR------ L- EX SSMH A-7 r. SSL a �Cb 8 169• — E PEACEFUL POND DR. — RS — O PC': 11+00 12+00 l IR CES 8„ PVC / A SSMH A-9 / O � SSMH A-8 11 rte\ IR IR IR I I S I I I I I I I I L_ J I I I I !! BLOCK 4 PROFILE ARE ALONG THE CENTERLINE E PEACEFUL POND DR. SEWER PLAN NOTE: ST OFONG THIE S WEER ALIGNMENT (NOT ROAD CENTERLINE) N 40 O 40 80 120 ■ SCALE: I"= 40'-0" 1 26L10 2685 2680 2670 2665 N --------------------------------------- -------- - - - - - - - - - - - - - ------------- RIGHT-OF-WAY LINE -----------11------------------------ ------------ ---------- - � PEACEFUL POND DR. ------------- ----------------------- ----Lll -------T- 00 N -------------------------- SANITARY SEWER MANHOLE ------------ - - - - - - - - - O vLL - 00 O -------L- � N O LL N -------------------------- O Z O -- SEWER 1p co 1 O � N ouZZ O - ch O U LL � N NUCO O 21 W 00rl- N LL III O N? . 000 > O °P 0 N H ------------ ----------� co Z O ------- - m Z Z -------------------------- -- o ? O ---------------------- 1: CO LO Z a0 - - =Lu�NU U ------- -- Q f1 -------------------------- ��> > -- m } Z Z - 1 cAWalNU U (n W f-�- - (n cn (n � w o 0CHECKED QofNO W �' > > ----------------------� � --- ---- i - - MS, JB -------------- --------- -- 2 3 ¢ 2 w a- ------------L------------- w ai En oo ---------- - ------- FINI SHED GROUND -- (qW�-- (n (n (n � v co -- - 0 A 0 ---------------------- ------- -- ----fi--- ------- ---------------- -------------------II---------- EXISTING GROUND \ � - ------------- ---------- ------ ----II --- ---------------1--------------------- ISTINGGROUND ---- --- - ------------------------ ------ ---- SMH-- ------- -------------------------- --- -------- -------------t---------- ------ ------------------ ----------------- -_---- - - ------- -------------------- SMH - --- ------- ------------rt---------- 21 ---- --- ------- ----- Sp ---------------- --------- ------------ LI ------- SP ------------------ ---------------------- --------- ---- - ------- ---------- ------ ------------------------- ------------------ -- ------------ - - - - ------------I------- ------------I -- ------------ --- ov:1y - ---- 0 2E SP -- g635\'F ----I ------- ------------- ------------ - - - - - - - - - - ------------ - -- ------ -------------------------- ------------ -------------t----------� ----- -- ) -3p0%--------- -------------11------------- ------------ ------------4---------- --------- --------- -- C 181.00 LF OF 8" PVC - F$P---I -------------------------- ------------ ---- -------7-- -----------------------I ---- 09v I I _ _ EXISTING GROUND � 1 123.90 LF OF 8" PVC @ 0.40% 5 --------------t--------------- I ISHCENTERLINE FINISH ------t------------ II -------------11------------- I --- ------------------------------- ------------ ------------- n20 j6 ----L----------- -------------1------------- I -------------I------------- EXISTING GROUND CENTERLINE ----- ----- FINISH GROUND CENTERLINE ----- ui Nz 9) Cz N N� N1 N 1 ry1 ry\z N 2680 2685 2670 2665 N q+00 -------- - - - - - - - - - - - - - 10+00 RIGHT-OF-WAY LINE 11+00 EXISTING FENCE 12+00 12+50 E PEACEFUL POND DR. SEWER PROFILE PROFILE ARE ALONG THE CENTERLINE NOTE: STAOFONG THIE S WEER ALIGNMENT (NOT ROAD CENTERLINE) 2 3 5 Ji I I I I I I I I T E FRATELLO ST. DRIVEWAY SEWER N 40 0 40 80 120 ■ SCALE: I"= 40'-0" C L IL 26: 26q 26f 26E 26- P LAN NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE OT ROAD CENTERLINE) v- - - - - - iC�1�J X15 LEA P85 75 E FRATELLO ST. DRIVEWAY SEWER PROFILE NOTE: STOFOTHE S WEEPROFILE ARE ALONG THE CENTERLINE RALIIGNMENT(NOT ROAD CENTERLINE) 10 11 12 13 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP SEWER -------- - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - RIGHT-OF-WAY LINE x x EXISTING FENCE Fx-'�S i EXISTING SANITARY SEWER MAIN p0 Z CO M 6" DOMESTIC WATER MAIN w1.5" -- - - - - - --- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - LO o v v S"SS 8" SANITARY SEWER MAIN ------------ - - - -- SANITARY SEWER MANHOLE LL O LL h h N DOMESTIC WATER VALVE REVISIONS p W Z O o `n --- --------------------------L-------- DQ 0 N N CD --- SEWER CALLOUT 0 0 o c6 Iq ouZZ O - U LL (0 (:0 � NUCO ZZ Z 21 NN I-- =WAN»; L K J F ' I� I �� I I Z'go l3DHS 33S I 3NI1H3iVN a ".7 NN (AVN NN (`flVN 1 J 11+'00 - - - - - - - - - - - - - — U W 20+00 21+00 22+00 23+0 a°�� ` L E 7 Ol -0 LNiJ ' A L0 Q cn w So.�o R W W -2-0 L a o un aMiv CD N A& 0 L6 0 r` 0 N E0 0 Q a� c 0 C: 0 0 T O _O D- rn (D (1) CID N 0 Q B N 0 z c 0) N i 0 AN 0 T- 0 C- CL SZ (1) S. STOCKENHAM AVE AND CT SEWER N 40 O 40 80 120 ■ SCALE: P= 40'-0" 1 2-1 PLAN NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE 05 o zw oo o O ------------ ------------ — — o r C) LL 00 (D 041 ILL 00 C14 ------------L-------------------------L-------------------------IL 0 0 N 0 CD N � -- COOOZcli Z 0 �°OZ 0 --------- - - - - - - - - - - - - - - - - + ----------------------------------------------------- .+_ N 47 � > Z > - _.� O � > > ¢+ O Z- Z¢+ p00j Z Z T 1T-= W — NU> C)— = W (C: 4) U -- >> ��a as viw��v a cU)U)U)E=00 2700 cn <n cn rY 0 0 EXISTING GROUND 1 �` - �- --- ------------------------------------ --f ----- ------ - - - - - - - - - - - - - T - - - - T I� I ------------ ------------L------------- ------ � ------------------------L- ------------ FINISHED GROUND _------------------------ -- - ---------_ 15 ---------- ----- ---- --------- ------------------------------- -L----------�-------- SMH --------------+----------------------------------------------- 8" ------------------------+-------------------------+--------- J w U 8" WATER MAIN I I W z_---- ----- ----- ------------- -------------------- ------- -----T- ----- 1W zQ -- Nw------L--------------------------------�----------------L-------- 10 ----- z w - = W - ---- ---- 1 J O 10 2: RS 'U = --- W 1 �< U 1 W SMH 11-1 U) ------------ -------+-------------------------+-------------------------+- ----- -- ----------- ------------ ----------I Tl- T -- F--- ---------------------------- ----- .�.� ---- ------------- ------- -- ---- ------------ I 253.62 LF OF 8" PVC @ 0.40°0 ------- 5 LF F " PV o - --- --- -- ------------- SP 1 ---------- SP --------------------- --- ------------ -L- Sp ------------------- ------------------- ----------- ----------------------------------------+- ------------------+------------------------ 80 -------------------------------------------------------------------------------L------------------------- ---------------------------- ----------- ------------___-------_---------------------------------------- ------------------- ------------I ------------------------ ------------- EXISTING GROUND CENTERLINE I ------------- ------------L------------- ----------- L-------------------L---- FINISH GROUND CENTERLINE 75 11 9) LIF) Wit- (gyp �n Q`—t %0 1z �� '07- its its �� fVN NN NN NN (V(� NN NN NN NN 6+50 17+00 I S+oO Ig+Oo 20+00 20+50 26 26g F�7 26 26 2705 2700 2685 26g0 2680 2675 NOTE: STATIONING AND PROFILE ARE ALONG THE S . STOC KE N HAM AVE AND CT SEWER PROFILE CENTERLINE OF THE SEWER ALIGNMENT (NOT ROAD C'FNTFRLINE) 40 O 40 80 120 4 O 4 8 12 SCALE: I"= 40'-0" VERTICAL SCALE: I"= 4'-0" 2 3 5 C T� S. ST OCKENHAM AVE AND CT SEWER ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP SEWER LEGEND RIGHT-OF-WAY LINE -x-x- EXISTING FENCE EXISTING SANITARY SEWER MAIN W6" 6" DOMESTIC WATER MAIN w1.5" 1.5" DOMESTIC WATER SERVICE 4"SS 4" SANITARY SEWER SERVICE \ S"SS 8" SANITARY SEWER MAIN \ ss SANITARY SEWER MANHOLE ® DOMESTIC WATER VALVE G DOMESTIC WATER METER EXISTING GROU UOMESTIC WATER BLOWOFF S WER CALLOUT PLAN NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE E) W U) Q �� A� 2705 0 o_ �gTlF OF a L NN (AVN NN (`flVN 0 O N wIn COO - - - 1 - - - - - - - - - - - - LL 00 N - - - - - - - - - - - - - ----------- 20+00 21+00 22+00 23+0 a°�� ` L E 7 Ol -0 LNiJ ' A L0 0 0 1 N~ � Z 0 �a E'u m mQ o a,, E __ m mac,ry� Q7 00 C O w �c�0 -2-0 L a o o U Z aMiv CD N U'o W U J 3 L C-; m > > ---1 ------------- — — — — ------------ = W> NO N V V _ - - + - - - - - - - - - - - --------------- L --------------------------- I --- U) > ¢ 11 11 O 2700 U) W ~ — U) C75 00 O O O (n DRAWN BY: 1 -------------T------------ EXISTING GROUND-- -----------/y`L----------- u- CLL Op N - 0 N N---------- -------- IT------------ 1 U MS, JB - ------ - -- - -------------- / ---��----LLL#-LI------------- c0 Z Z --- r`•� - - 0 ---------- 9/6/17 m M ��>>> '¢ N Z Z Z---------- El --- r D 1 SHEET NUMBER O U---------- = w N N>>> ---------- -- -------------i -- ------ ¢ 2 a ----------------------- _� 71 FINISHED GROUND 1 <nwf-__ U) � � 00 � Z z I -----------+--------- - -------------------------- ------ ------------------ --- ----- - \ - ------ 1 1 r - T ------------------------- ----------1 T-------------- ---- ---- ------1 ------- ----- ----- T ----------i--------------------------I IL------------ ---------- SMH ----------------- --------------------------------t,------------- +------------- -- -- -----+------------ ------------ I 26go SMH 1 I ----I --- ------------- ---------L------ -------- ------ C-(RS� ----- -----1---- --- -------------------------- -------- ----- ----- -------- ------------ SP ---------- --- -------------1 ------ ------------ --------1 --------------- -- - ----L------ ------------------- ----- ----- ------------ ------------ 3 91 LF OF 8" PVC @ 0.40% 270° 270( 26g° 26CIC 2685 31 268° Li T T TI T ------------1------------ --------- --- ------------------ ---------------------------------------- --------------------------------------- EXISTING GROUNDCENTERLINE ------------+------------ -- - ------------------------- NE I ___ __ _ - ----------i --------- ---1T--------FFINISH GROUND CENTERLINE------------ - ----T------------ 2680 O,� Ai Q �� A� �� gTlF OF a Nry NN (AVN NN (`flVN Nry fVN n �� °7 U N 00 W 20+00 21+00 22+00 23+0 268( NOTE: STATIONING AND PROFILE ARE ALONG THE S. STOC KE N HAM AVE AND CT SEWER PROFILE CENTERLINE OF THE SEWER ALIGNMENT (NOT ROAD (-FNTERLINE) 40 O 40 80 120 4 O 4 8 12 SCALE: I"= 40'-0" VERTICAL SCALE: I"= 4'-0" 10 11 12 13 14 OALL 4" SANITARY SEWER SERVICE a 2.0% MIN. SLOPE PER STANDARD DETAIL SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. oSEWER PIPE SHALL BE BELL AND SPIGOT, PVC, SP 5DR35 MEETING ASTM 3034 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. OINSTALL SANITARY SEWER MANHOLE PER DIVISION SMH 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. SIZE AS NOTED. OPROVIDE REQUIRED SEPARATION, SEE CITY OF RS MERIDIAN SEWER NOTES 2 1 3, SHEET CLI AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. FNc SS\ONAL G.\sTfR�.o/y�F� Quo 7 �\\ Wm� LLD �gTlF OF TyEW S • 0 Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:06:33 -06'00' a o In z C: U r U'o mLn n �� °7 U N 00 W 00 00 a°�� ` L E 7 Ol -0 LNiJ ' A L0 3: L �a E'u m mQ o a,, E __ m mac,ry� Q7 00 C O w �c�0 -2-0 L a �� o c a L '� a N w -.N -o �0 o U Z aMiv CD N U'o W U J 3 L [D • • • • • • ?i LL w fD C7 Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. 0, r�7 C5.3 QIYCW N �L-LL!~LLZH 7 �\\ Wm� LLD .0N y NV0LL.EOD LU mLU >o>aom N0 <Mnz JQ�V 7W CZ }W � z V O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: U MS, JB DATE: 9/6/17 C O SHEET NUMBER O T C5.3 L K J It F Q L6 O r` 0 N E0 0 Q a� 0 C O 0 T O _O D_ rn O N (q N 0) Q B N O z c 0) N i O AN U N_ O L CL N Cfl I W L ---J L-- L-------------------�J at MATCHLINE al • SEE SHEET C5.1 a SSMH D- 8" PVC - W DS. HOWRY AVE. SEWER PLAN 40 O 40 80 120 SCALE: I"= 40'-0" S HOWRY LANE SSMH D-3 �� — — .. SSMH D-4 F1_1 W W W W W W W W W W W ------------ NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE i G3 I N U) (0)Z YZC cc7 �at7a�ww w m>o>aom 13 Np QM=M J0 < 7w z OV ' REVISIONS No. Date Description DS. HOWRY AVE. SEWER PLAN 40 O 40 80 120 SCALE: I"= 40'-0" S HOWRY LANE SSMH D-3 �� — — .. SSMH D-4 F1_1 W W W W W W W W W W W ------------ NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE g+00 10+00 11+00 S. HOWRY AVE. SEWER PROFILE 'I I 40 0 120 4 I 4 i 12 NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP SEWER LEGEND RIGHT-OF-WAY LINE —X—X— EXISTING FENCE Px-'�S i EXISTING SANITARY SEWER MAIN W6" 6" DOMESTIC WATER MAIN w1.5" 1.5" DOMESTIC WATER SERVICE 4"SS 4" SANITARY SEWER SERVICE S"SS 8" SANITARY SEWER MAIN ss SANITARY SEWER MANHOLE ® DOMESTIC WATER VALVE (D DOMESTIC WATER METER QQ DOMESTIC WATER BLOWOFF SEWER CALLOUT- 5ENEIR PIPE SHALL BE BELL AND SPIGOT, PVG, SP SDR35 MEETING ASTM 3034 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. INSTALL SANITARY SEWER MANHOLE PER DIVISION SMH 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. SIZE AS NOTED. OPROVIDE REQUIRED SEPARATION, SEE CITY OF RS MERIDIAN SEWER NOTES 2 4 3, SHEET CLI AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 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 N AL eNc \ Quo 1STERFo/�F�� 1 IN A �i9TjF OF TyEW S • 0 Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:06:56 -06'00' E l0 u y y00 `` : ao') w N 0 000 D L E _ N n 3 0 a E .w m m c0 am Q n E 0 S c co C7 � m 00'c 0r, N L > .� CL U o m � cn 0 C 0 a L a , C N 0 U w-0 Fn a0_0 �p W Z 0 Ed D N U J W UO 3 0 co (° • • • • • • ?i LL w T C7 Copyright © 2017 All rights reserved. Reproduction or use in any fonn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. Ch LU Qd'X W N OyOW~LL 7 E ZZ, �IL i Wm2O�pJ LL U) (0)Z YZC cc7 �at7a�ww m>o>aom 13 Np QM=M J0 < 7w z OV ' REVISIONS No. Date Description r U oZ (o o - f` 17126 (n DRAWN BY: z LP OCHECKED BY: U MS' JB DATE: 9/6/17 CR00 0 SHEET NUMBER 0 "r— U_ 0)(0 LL 00 N N H (D=)(o (.0Z 0 2705a0 " > > Z 2705 o Z N O oo�oz O�C°�U U = WW N ----------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O - - LO Co - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cL > Q d d - - - - — ---- --- CD LL W (O LL W N-------- -----------(n (n W H _ _ (n (n Q' W Co - -- N ------------III----------------------- ------ ------------- -------- ------ --- A 0 Or-:Z > Cl) CO Z Z EXISTING GROUND ---------- -------------------------- --------------------------- ------------- ------------�- -------- M = w N U U Q >> 2700 2700 ------------!------- ---------- ---------!------------ -------------I--- ., ------------!-------------- (n W - _ _ (n (n(n�0000 o Z in (n l -------- -------------------------- ------------- -------------1- UAV --------------- ------------------�- - ---- ---- -------------------------- ------------ --------------- ------- --- ----------- - - - - - - - - - - - - -t - - - - - - - - - - - - - - - - - - - - - - - - - - t -------------------------- LL � r � 1- LL (0 (0 N - - - - - - - - - - - - - - - - - - - - ---------------------- FINISHED GROUND - - - - - - - - - �" WAT kR�/jp�N SMH - - o w -- - - - - - - - O W -------- o ------------------ 0 N N I- O 0) 00 - -------------I- Z Z ------ ----------------------- -------- - - - - -- -------------------------- ---- -------- LL Co LL L z RS 2685 0 �o��zz LLJ z �_O F- 26g5 / ---� ------- CS co r r - --t------ ----- -------------_ > > > � d LL --- --------rt--------------SMH---- --fi----------- -------------lil------------- ------------ -------------------------- 0 +C°> Z --- -------- LL 00 (.0=00c (fl N U)UJ< (n (n (n W °0 RS Z Q' (0 1 LU - N ------------ ----� ---_ I O N H -------------- I -- I ------------. ---------------------- I ---------- --------------.------------ ------------ ----. I __C0 > I 5 Q:�CL O 2 =) I -------------1— ------ — — —---------------------- -------------- -------------------------- ------------ ------------------------- H W F— _ --(n(nU) 00 _ _- --------------------�Qf rt o T > > - 0 TZ Z (D 1000 --fi----------------------- -- IT'ViATER MAIN---fi-------------------------- fi------------ ---- SP--1------------- -----------rt------------------------- -- ------ S W — NUU 2680w > > < n a 2680 cn cn cn of ao ao 11- 1 SP ------------ ----------------------------------- ------------ �I ----- ----------- ------------ --� 306.42 LF OF 8" P VC @ -------------------------------�- 0.40% -- 3.00 LF OF 8" PVC @ 0.40% -------------t------------- -- ---- ------------ ----- ----1i- -------- ---fi----------------- - - -fi------------ - ----------- - --- - ------ -------------------------- fi--- ----- ---- ----------III- ------- --------- --I�------------ --� --------11- ------ --- ------III------------- -----------li------------ -------------II------------- ------III--------------------------li------ ---- ------ --------z -- -------------------- - -----------I I- --------- ---SMH-- --------------- -- ------------------------- -------------------------- ------- ------------------------------------------ -------- 2685 C': � 1 2685 ------------I- (.0 ----- SMH----� ------------11- - - - - - - - - - - - - - - - - -i -- 61�°I°------------------------------ -------------------------- ------------1-------------------------------------- - - - - - -- ------------- o o --- --- ----------- -------------11- ---------- SP Q��--------------------------------- -------------------------- ------------ -------------------------- ------------ -------- -------------t- O m CO (.' 00 Z w�.N v -- ----- ----- ------------ -------------1- I --------- ---- -- O� q� Z�F ----------------------- ------------ -------------------------- ------------fi--------------------------fi------------ -- �L > r1 -------------------------------------------------- ---- _�I zoo 2680 2680 I SP ------------rt----- ------ ----------- fi------------ -------------II— -- -- ------------------ -------------------------- ------------rt-------------------------------------------- ------------ ---- ------------- ------------- -- - SP-------------- -- - --�-- 153.02 LF OF 8" PVC 0.40% - ----- --------------------- ------------ -------------------------- ------------ -------------------------- ------------!------------ --------------------------- -- - - - @ ------- ------------ --- ------------------------ -- - - ------ 7.00 7.00 LF OF 8" PVC @ 0.40% EXISTING GROUND CENTERLINE rt--- ------------- --- -----1------------- ------------rt--------------------- fi------------4-------------I--- FINISH GROUND CENTERLINE --- -------------t--- -------------------- fi------------ -- 2675 2675 Q� -� T:� �r ;F (Z wu: d)� � m� 7 �� s rr �� a� O� O� OO �0 o 00 `fl N "'Z �(Z NN `0 `0 NQ N �T NN NN 'Z7' Nry 'Z17 (Vry N� �� (Vry (VN NN NN N IN ry NN g+00 10+00 11+00 S. HOWRY AVE. SEWER PROFILE 'I I 40 0 120 4 I 4 i 12 NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP SEWER LEGEND RIGHT-OF-WAY LINE —X—X— EXISTING FENCE Px-'�S i EXISTING SANITARY SEWER MAIN W6" 6" DOMESTIC WATER MAIN w1.5" 1.5" DOMESTIC WATER SERVICE 4"SS 4" SANITARY SEWER SERVICE S"SS 8" SANITARY SEWER MAIN ss SANITARY SEWER MANHOLE ® DOMESTIC WATER VALVE (D DOMESTIC WATER METER QQ DOMESTIC WATER BLOWOFF SEWER CALLOUT- 5ENEIR PIPE SHALL BE BELL AND SPIGOT, PVG, SP SDR35 MEETING ASTM 3034 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. INSTALL SANITARY SEWER MANHOLE PER DIVISION SMH 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. SIZE AS NOTED. OPROVIDE REQUIRED SEPARATION, SEE CITY OF RS MERIDIAN SEWER NOTES 2 4 3, SHEET CLI AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 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 N AL eNc \ Quo 1STERFo/�F�� 1 IN A �i9TjF OF TyEW S • 0 Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:06:56 -06'00' E l0 u y y00 `` : ao') w N 0 000 D L E _ N n 3 0 a E .w m m c0 am Q n E 0 S c co C7 � m 00'c 0r, N L > .� CL U o m � cn 0 C 0 a L a , C N 0 U w-0 Fn a0_0 �p W Z 0 Ed D N U J W UO 3 0 co (° • • • • • • ?i LL w T C7 Copyright © 2017 All rights reserved. Reproduction or use in any fonn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. 05.4 C5.4 Ch LU Qd'X W N OyOW~LL 7 E ZZ, �IL i Wm2O�pJ LL U) (0)Z YZC cc7 �at7a�ww m>o>aom 13 Np QM=M J0 < 7w z OV ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: U MS' JB DATE: 9/6/17 0 SHEET NUMBER 0 "r— 05.4 C5.4 J W A F D- N ui 0 a 0 N E0 0 0 E a� c O C 0 0 T N O CL rn C N O N i N N 0) fl Q B N 0 z 0 c 0) N i 0 AN 0 T- 0 C- CL CL C6 1 on WATER PLAN • •50. • CI 2 3 *Ag 0-10 011F 9A., A 4 5 2 7 E 10 11 12 13 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP WATER LEGEND WATER PLAN NOTES 1. ALL HATER MAIN AND SERVIGE CONSTRUCTION SHALL BE PER THE GITY OF MERIDIAN STANDARD NOTES AND PER DIVISION 400 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPEGIFIGATIONS. 2. SEE SHEET G5.X FOR SANITARY SEWER PLAN AND PROFILE. WATER CALLOUT PROPERTY LINE (VERIFY) — — SIZE AS INDICATED. EASEMENT LINE INSTALL GGOO PVG HATER MAIN. EXISTING HATER MAIN W W HATER MAIN 1111Di HATER BLOHOFF �Vd HATER ELBOW kl� HATER TEE SIZE AS INDICATED. HATER GROSS ® HATER VALVE 0. FIRE HYDRANT 3 SINGLE HATER METER 4 INSTALL GROSS (FLGxFLGxFLGxFLG), (3) GATE SERVIGE VALVE (FLGxMJ), (1) ADAPTER (FLGXMJ) AND DOUBLE HATER METER 4 THRUST BLOCK. SIZE AS INDICATED. SERVIGE WATER PLAN NOTES 1. ALL HATER MAIN AND SERVIGE CONSTRUCTION SHALL BE PER THE GITY OF MERIDIAN STANDARD NOTES AND PER DIVISION 400 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPEGIFIGATIONS. 2. SEE SHEET G5.X FOR SANITARY SEWER PLAN AND PROFILE. WATER CALLOUT 14 15 16 'S\0 14 AL eNc \ Quo G\STE,PFo�tiFF� 1 iQQA �gTrF OF \aP�� ryEW S•� Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:07:11 -06'00' o l0 0 - yU.° °� `°-aa'i m N o omo -E E iT -0�n 3r a E 'w m m co [� m oar, E m �c�coc�oa o C c�r)oaU N Lo W Z a-oNa o -o 0 W Z U> N U J W U J3 L co ca • • • • • • ?i LL a- co CD Copyright © 2017 All rights reserved.Reproduction or use in any form or by any meanswithout written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. rn Cf QLUXW N 00 -1.. 0 ��\ 2 Wmg0000- WON LU V) (0) ,YAC cc �> >-YWW moaom Np QMZ� .J U 7 W CZ}W U REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C6.1 z 0 LN CONNECT TO EXISTING HATER MAIN AT BLOWOFF. 8„ WCB SIZE AS INDICATED. INSTALL GGOO PVG HATER MAIN. 8 WP SIZE AS INDICATED. INSTALL 11.25° BEND (MJxMJ) AND THRUST BLOCK. 8" E11 SIZE AS INDICATED. INSTALL 45° BEND (MJxMJ) AND THRUST BLOCK. 8" E45 SIZE AS INDICATED. INSTALL TEE (FLGxFLGxFLG), GATE VALVE 8"x8"x8"TEE (FLGxMJ) WHERE INDICATED AND THRUST BLOCK. SIZE AS INDICATED. 'x8"x8"x8"CRS INSTALL GROSS (FLGxFLGxFLGxFLG), (3) GATE VALVE (FLGxMJ), (1) ADAPTER (FLGXMJ) AND THRUST BLOCK. SIZE AS INDICATED. INSTALL I" POLYETHYLENE DOMESTIC, HATER (35'(WS) SERVIGE LINE PER STANDARD DETAIL HI. LENGTH AS INDICATED. 3/4" DOUBLE HATER METER 4 SETTER OINSTALL WMD PER STANDARD DETAIL 5H3, H3 4 H5. 3/4" SINGLE HATER METER 4 SETTER OINSTALL WMS PER STANDARD DETAIL 5H3, H2 4 H5. BLOWOFF PER OINSTALL B� STANDARD DETAIL H13. REQUIRED SEPARATION, SEE GITY OF OPROVIDE RS MERIDIAN HATER NOTES 2 4 3, SHEET GI.I. FIRE HYDRANT ASSEMBLY OINSTALL FH PER STANDARD DETAIL H7 AND H9. (1) 8"x8"x6" TEE (MJxFLGxMJ) (1) 6" GATE VALVE (FLGxMJ) 25' OF 6" SLEEVE THROUGH SEEPAGE BED OINSTALL SLV PER STANDARD DETAIL H6. OEXISTING XFH FIRE HYDRANT. 14 15 16 'S\0 14 AL eNc \ Quo G\STE,PFo�tiFF� 1 iQQA �gTrF OF \aP�� ryEW S•� Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:07:11 -06'00' o l0 0 - yU.° °� `°-aa'i m N o omo -E E iT -0�n 3r a E 'w m m co [� m oar, E m �c�coc�oa o C c�r)oaU N Lo W Z a-oNa o -o 0 W Z U> N U J W U J3 L co ca • • • • • • ?i LL a- co CD Copyright © 2017 All rights reserved.Reproduction or use in any form or by any meanswithout written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. rn Cf QLUXW N 00 -1.. 0 ��\ 2 Wmg0000- WON LU V) (0) ,YAC cc �> >-YWW moaom Np QMZ� .J U 7 W CZ}W U REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C6.1 z 0 LN L T i J T G F E 101 A Q N LO 0 0 N LIFT0 Q C O O 0 T O Q C- 0 6 m f_ N L Q 1-0 N 0) Q N O z C 0) N 0 N O T- o C- CL SZ On i ;O� PRESSURE IRRIGATION PLAN 1 2 3 4 5 7 E 10 11 12 13 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP IRRIGATION LEGEND M 12" SLV X O 'O N PRESSURE IRRIGATION PVC IRRIGATION SLEEVE GATE VALVE SERVICE STUB MANUAL DRAIN VALVE AIR RELEASE VALVE BAGKFLOH PREVENTOR DRAINAGE CALLOUT- GE)AIR PRESSURE IRRIGATION LINE. SIZE AS PVr26' 4" PI INDICATED. NEW 4" PRESSURE IRRIGATION MAINLINE OCONNECT POC TO EXISTING 6" PRESSURE IRRIGATION MAINLINE STUB IN THIS APPROXIMATE LOCATION, FIELD CDII VERIFY. ENSURE A HATER TIGHT FITTING. INSTALL SERVICE STUB PER DETAIL 2/G7.5. SIZE STS AS J" UNLESS OTHERWISE NOTED. STUB PER DETAIL I/G7.5. SIZE AS EDINSTALLSERVIGE J" UNLESS OTHERWISE NOTED. 1.5" STC INSTALL SERVICE STUB PER DETAIL I/G7.5 OR 2/G7.5. SIZE AS NOTED. MANUAL DRAIN VALVE AT LOH POINT IN OLOCATE MDV MAINLINE, SEE DETAIL 6/C7.5. SVS J" SERVICE STUB SHOWN UNDER 51DENALK IS FOR GRAPHIG CLARITY ONLY. LOCATE SERVICE STUB IN LANDSCAPE AREA, OUTSIDE OF RIGHT OF HAY. SEE DETAILS 1 4 2/G7.5. GE)AIR RELEASE VALVE, SEE DETAIL 4/G7.5. ZDPERq0 DEG. ELBOH WITH CONCRETE THRUST BLOCK AS DETAIL 3/G7.5. 45E 45 DEG. ELBOH WITH CONCRETE THRUST BLOCK AS PER DETAIL 3/G7.5. CDII DEG. ELBOW WITH CONCRETE THRUST BLOCK AS PER DETAIL 3/G7.5. 4"x4"x4"TEE INSTALL TEE (FL6XFLGXFL6), GATE VALVE (FLGXMJ) WHERE INDICATED AND THRUST BLOCK. SIZE AS INDICATED. 14 15 16 �SS\OIIIA AL EN 4�0� rG,1 ST ERFo n,:% . �gTTF OF THEW S • 0 :ally signed by Matthew S. Derr, PE on: 100% Submittal Set 2017.09.06 10:07:25 -06'00' C 0 N '� ° 0 cc m N �^ O C U^ O '00 coN W O U 0I L E: 7 m 'O to ry� 3 r CU E N O) (0 CD PI (0 N OU O❑ C CO -,O - OC1 U C U O (0 L w�.N amM ��LoN Z m N a) 10 UJ W U �J 3 �L to (0 • . • • • 32a CO CD Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. N � z O zQ z QJ �J n z O zz CD p O O_- -zQ Q o � — rr CD — or Ir LU w w z:>:wIr Er °C Z) Z) CD CD In CD J CD UJ LU w Ir Er n CD n Q��W In W 4 yWOwOC��J i yWC1CJWZil� cc I% °W°>o>aLou Lou C4 Qz JQox 7W aZ>.W V REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER C7.1 z O U rr CD Z O U NAMPA MER -1 -al -A-1 IRRIGATION DISTRICT 3- SDR 21" PVC RISER EXTEND 18" ABOVE GROUND Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) �3 4" x i'." SADDl.£ MINIMUM ® 4" MAIN LINE MINIMUM POLY PIPE 200 PSI © 6" x i'," 200 PSI POLY 18" ABOVE GROUND 07 'Y," BRASS COMP. COUPLINGS © 3,- BRASS CURB STOP Q ROCK CHIPS 1� 3" FEMALE ADD. I t LOCATOR WIRE Q 3' PVC PLUG d MARKER STEEL 'T' POST LONG SIDE SERVICE L "MODIFIED" TYPE A RISER LONG SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT MERIDIAN_ IRRIGATION DISTRICT K LONG SIDE SERVICE STUB 1 NOT TO SGAL� I T a L�7 4AUPA Vic_ MERIDIAN IRRIGATION DISTRICT Q1 3" SDR 21" PVC RISER EXTEND 16" ABOVE GROUND - - L 3- x 4" x 6" CINDER BLOCK (OR EQUAL) _ Q3 4 x SADDLE MINMUM ® 4" MAIN LIME MINIMUM 8" x ala" BRASS NIPPLE © 6" x 3'a" 200 PSI POLY 18" ABOVE GROUND QQ -Y.- BRASS CURB STOP d ROCK CHIPS 9) 3• FEMALE ADD. 100 LOCATOR WIRE 11 3- PVC PLUG © MARKER STEEL 'T' POST - LONG SIDE SERVICE "MODIFIED" TYPE A RISER SHORT SIDE SERVICE --NTS--- SINGLE FAMILY RESIDENT SHOR�TS IDE SERVIC�EST UB NOT TO SGALE LO F 0 r` r t E 1 2 3 4 � c 0 C 0 0 T D G 7 8 9 10 Q rn C THROUGH LINE CONNECTION, TEE THROUGH L -114E CONNECTION, CROSS USED AS TEE CHANGE IN LINE SIZE WI -111 REDUCER C DIRECTION CHANGE, CROSS, USED AS ELBOW (0 DIRLC 11014 CHANGE 90° EL13OW DIRECTION CHANGE, TEE, USED. AS ELBOW DIRECTION CHANGE THROUGH LINE CONNECTION, WYE. VERTICAL DIRECTION CHANGE, UEHD ANCHOR, sCE NOTE br LOW VALVE ANCHOR, SEE NOTE BELOW �_ lig IlIRUsi, DUE TO HIGH PRESSUI- IE, ARE E.�PLc: IM. ANIGHOR B N VALVES AS SHOWN IN DETAIL #10, AT VERTICAL . 13MSI ANCHOK z TO (RESIST OUTWARD THRUST S. THRUST BLOCKING C14 (D THRUST NOT TO SGALE 0 AN U N_ O C !Z C6 NAMPA & MERIDIAN DOMESTIC WATER METER BOX COVER OBUTERATE %.M01C 44Id7C0 kA17=111• F1 Wn RRIGATION DISTRICT AIR RELEA5E VALVE IF I CU. YD, DRAIN ROCK. BOTTOM OF VALDE FOR SUPPORT AIR RELEASE VALVE 4 NOT TO SCALE NAMPA M1-i=\Ii-)IAN lr��IGAIIc�N DISTRICT GRAVEL SURFACE 518" MINUS GRAVEL 2 MIN. DEPT, t NAIRVE MAILRIAL AS CALLED FOR Ito TTIE SI'ECIrICAI'IONS COMPACIED 10 95% IN ACCORDA14CE WI111 ASTM D 698. - 7- -:7_�_ PAVED SURFACE AC PAVEMENT, CLASS G, FURNISNEb AND PLACE IN ACCORDANCE 141TT-I AMA SEC. 34. AS REQUIRED BY. GoN1RoLUNG AGENCY. MIN. of 2" NEAT PAVEMENT CUT. APPLY CCS-) EMULSIFIED ASPLIALT /TO JOINTS PRIOR TO. l REPLACING hAVEMENT -fH-1 I ' UNDISTURBED 36" 1.1114, E R.D.W. R.T1 IN COUN[Y STREET 5/6- MINUS' GRAVEL cotArActED - b•.;. •: lJf l T I j/� r(r =ASTM95D 59B CCORDANCE W11111 PIPE OEODING. /tis CALLLb FOR IN THE SPECIFIC/1T10NS AND COMPACTED TO 95k 114 ACCORDANCE WIIII _ r� • t ' _ 4`` -� 1 AS I M D 660. . .CLASS 200, SDR 21 ,4 PVC PIPE STREET CROSSING AND TRENCH SECTION NOT TO SGALE NAMPA & MERIDIAN , i I I DOMESTIC WATER METER I BOX COVER OBUTERATE WORDS "WATER METER" FORD No. X43 CAST IRON WITH 13 1/2" LOCKING LIDS I 1 1/2" BRASS PIPE I I I RRIGATION DISTRICT 1 1/2" CURB STOP BALL VALVE SUCH AS FORD 611=666SW MIN 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE . FOR SUPPORT MANUAL DRAIN VALVE 1 1 2 1 3 1 4 1 5 E NOT TO SCALE 7 D FINISH GRADE ��5 MAX 1 111111 IAA I STREET CROSSING AND TRENCH SECTION NOT TO SGALE NAMPA & MERIDIAN , i I I DOMESTIC WATER METER I BOX COVER OBUTERATE WORDS "WATER METER" FORD No. X43 CAST IRON WITH 13 1/2" LOCKING LIDS I 1 1/2" BRASS PIPE I I I RRIGATION DISTRICT 1 1/2" CURB STOP BALL VALVE SUCH AS FORD 611=666SW MIN 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE . FOR SUPPORT MANUAL DRAIN VALVE 1 1 2 1 3 1 4 1 5 E NOT TO SCALE 7 PVC MAINLINE GONGRETE THRUST BLOCK WITH REBAR ANCHORS a , ;a p a.. p MAIN LINE ISOLATION VALVE 7 NOT TO SCALE PRESSURIZED IRRIGATION NOTES I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC, IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFAGE AND EIGHTEEN (18) INGHES ABOVE THE TOP OF THE PIPE. 2. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING 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 PUBLIG RIGHT-OF-WAY. 4. THE HORIZONTAL SEPARATION OF NATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR SEWER (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) AND WATER LINES TO GROSS EACH OTHER, AND THE SEWER LINE IS LESS THAN EIGHTEEN (I8) INCHES BELOW OR ABOVE WATER MAIN, THE SEWER LINE SHALL BE GLASS 200 ASTM 0-2241 PVC, PIPE WITH WATER -TIGHT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OF TEN (10) FEET ON BOTH SIDES OF WATER LINE IN ACCORDANCE WITH SECTION 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 CENTERED AT THE GROSSING POINT 50 THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS POSSIBLE. IN LIEU OF GON57RUGTING OR REC0145TRUGTING THE SEWER TO CONFORM TO NATER MAIN STANDARDS, THE WATER LINE MAY BE SLEEVED IN GLASS 200 PVC, FOR A 015TANGE OF TEN (10) FEET ON BOTH SIDES OF THE GROSSING. 5. INSTALL A REDUGED PRESSURE BAGKFLON PREVENTER IN ANY CONNEGTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO VERIFY THAT THE DEVICE IS APPROVED FOR USE IN THE CITY.) 6. INSTALL ALL A CROSSINGS OF THE RIGHTS-OF-WAY WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF 2-I 2 FEET AND IN AN ANNA G-100 PIPE SLEEVE WITH OGATOR WIRE. L ( /) L L THE PUBLIC, WORKS DEPARTMENT SHALL INSPECT GRO55I1465 PRIOR TO BACKFILLING. 7. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO GROSS A STREET, THE DOMESTIC, NATER SERVICE 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 INCH (PSI). 1. THE NAMPA AND MERIDIAN IRRIGATION DISTRIGT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT PRIOR TO THE PRECON5TRUCTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REGU I RED. 10. IRRIGATION PIPE SHALL BE 6A5KETED PVC, A5TM-02241 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. TRENCH BACKFILL FOR PIPELINES WITHIN THE PUBLIC, RIGHT-OF-WAY SHALL BE GOMPAGTED TO TYPE "A" BACKFILL REG2UIREMENTS PER I5PNG SECTION 306 AND SHALL MEET ADA COUNTY H16HNAY DISTRIGT (ACHD) REOUIREMENT5. PIPES SHALL BE BEDDED PER ISPNG 5EGTION 305. 8 1 9 1 10 1 11 NAMPA MERIDIAN IRRIGATION DISTRICT NOTES I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXEGUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT PRIOR TO THE PRECONSTRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRIGT "PRESSURE URBAN IRRIGATION SPECIFICATIONS" FOR ADDITIONAL INFORMATION AND REGUIREMENTS. PI SYSTEM NOTES: I. PUMP STATION WILL BE OWNED AND MAINTAINED BY NAMPA AND MERIDIAN IRRIGATION DISTRIGT. 2. PRESSURE IRRIGATION OWNED BY NAMPA AND MERIDIAN IRRIGATION DISTRIGT. 5. GROSS GONNEGTION BACKUP SOURCE PROVIDED FROM CITY OF MERIDIAN NATER. 4. REDUGED PRESSURE BACK FLOW ASSEMBLY MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY AND MERIDIAN NATER DEPARTMENT. 5. COMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES SHALL BE LOOPED TO PROVIDE MULTIPLE GONNEGTIONS TO THE PI DISTRIBUTION MAIN VIA PROVIDED SERVICE TAPS PER PLANS. IRRIGATION CONSTRUCTION NOTES I. GONTRAGTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS KITH CIVIL, MEGHANIGAL, AND ELEGTRIGAL ENGINEERING SHEETS. 5. GONTRAGTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE GONTRAGTOR5. 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. 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 IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFAGE LOCATIONS. 5. GONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. VERIFY TYPE OF METER AND INSTALLATION REG2UIREMENT5 WITH MUNICIPALITY OR WATER DISTRIGT. 7. ALL ELEGTRIGAL WORK TO MEET OR EXCEED N.E.G., STATE GODES, LOCAL CODES, AND MANUFACTURER'S REGOMMENDATIONS. 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFAGE AS A RESULT OF TRENGHING OPERATIONS. 1. GONTRACTOR SHALL REFER TO 5PEGIFIGATIONS AND DETAIL DRANING5 FOR ADDITIONAL REQUIREMENTS. 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANGE5. II. IRRIGATION GONTRAGTOR SHALL PROVIDE A GOMPLETE A5 -BUILT DRAWING ON MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE GOMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS AGGEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCGURRING WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. 13. AS PART OF THIS 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 FLAWS OR DEFECTS OF THE G2UALITY AND PERFORMANGE SPEGIFIED, AND SHALL MEET THE REG2UIREMENT5 OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE 5GHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND GONDITION5 PRIOR TO CON5TRUGTION AND PROVIDE NECESSARY ADJUSTMENTS. 16. ALL MAIN LINE FITTINGS SHALL BE LEEMGO DUCTILE IRON PUSH ON TYPE UNLESS NOTED FOR LATERAL SERVICE. 17. IRRIGATION GONTRAGTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION. 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED KITH NEW PRODUCTS OF EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRAGTOR, AT NO EXPENSE TO THE OWNER. 11. GONTRAGTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING OPERATIONS TO ENSURE HEAD TO HEAD COVERAGE AND TO BE FLUSH WITH NEW FINISH GRADES. 20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 21. IN THE EVENT OF A DISGREPANGY, IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL. 12 1 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP 16 ��SS\ON AL Quo \STfRF��'yE�� y�4 �9TlF DF 0�� TyEW S Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:07:41 -06'00' a o 10 FINISH GRADE ��5 U r 1 111111 N UN I/4" LOGKING LID WITH LIP 0 W i 0 LNiJ LABELED IRRIGATION. N m w [�l 2 m m u°' o 0 'c .��cY�U Z L722 o C C) oL'�w W .N ��N p oU Z c _0 a o o T -0 iv CU m UJca WL7 �_J3 0 �L CO (0 ADJUSTABLE GAST IRON VALVE 3 w a- :0 U BOX WITH SLLOTTED BASE BY w TYLER OR APPROVED EQUAL. (1 z LEEMCO BELL x BELL - MEGHANIGALLY 17126 (n ❑ SELF -RESTRAINED, RESILIENT Z LP NEDGE GATE VALVE. INSTALL PER CHECKED BY: U MANUFAGTURERS MS, JB RECOMMENDATIONS. PVC MAINLINE GONGRETE THRUST BLOCK WITH REBAR ANCHORS a , ;a p a.. p MAIN LINE ISOLATION VALVE 7 NOT TO SCALE PRESSURIZED IRRIGATION NOTES I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC, IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFAGE AND EIGHTEEN (18) INGHES ABOVE THE TOP OF THE PIPE. 2. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING 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 PUBLIG RIGHT-OF-WAY. 4. THE HORIZONTAL SEPARATION OF NATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR SEWER (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) AND WATER LINES TO GROSS EACH OTHER, AND THE SEWER LINE IS LESS THAN EIGHTEEN (I8) INCHES BELOW OR ABOVE WATER MAIN, THE SEWER LINE SHALL BE GLASS 200 ASTM 0-2241 PVC, PIPE WITH WATER -TIGHT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OF TEN (10) FEET ON BOTH SIDES OF WATER LINE IN ACCORDANCE WITH SECTION 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 CENTERED AT THE GROSSING POINT 50 THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS POSSIBLE. IN LIEU OF GON57RUGTING OR REC0145TRUGTING THE SEWER TO CONFORM TO NATER MAIN STANDARDS, THE WATER LINE MAY BE SLEEVED IN GLASS 200 PVC, FOR A 015TANGE OF TEN (10) FEET ON BOTH SIDES OF THE GROSSING. 5. INSTALL A REDUGED PRESSURE BAGKFLON PREVENTER IN ANY CONNEGTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO VERIFY THAT THE DEVICE IS APPROVED FOR USE IN THE CITY.) 6. INSTALL ALL A CROSSINGS OF THE RIGHTS-OF-WAY WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF 2-I 2 FEET AND IN AN ANNA G-100 PIPE SLEEVE WITH OGATOR WIRE. L ( /) L L THE PUBLIC, WORKS DEPARTMENT SHALL INSPECT GRO55I1465 PRIOR TO BACKFILLING. 7. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO GROSS A STREET, THE DOMESTIC, NATER SERVICE 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 INCH (PSI). 1. THE NAMPA AND MERIDIAN IRRIGATION DISTRIGT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT PRIOR TO THE PRECON5TRUCTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REGU I RED. 10. IRRIGATION PIPE SHALL BE 6A5KETED PVC, A5TM-02241 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. TRENCH BACKFILL FOR PIPELINES WITHIN THE PUBLIC, RIGHT-OF-WAY SHALL BE GOMPAGTED TO TYPE "A" BACKFILL REG2UIREMENTS PER I5PNG SECTION 306 AND SHALL MEET ADA COUNTY H16HNAY DISTRIGT (ACHD) REOUIREMENT5. PIPES SHALL BE BEDDED PER ISPNG 5EGTION 305. 8 1 9 1 10 1 11 NAMPA MERIDIAN IRRIGATION DISTRICT NOTES I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXEGUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT PRIOR TO THE PRECONSTRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRIGT "PRESSURE URBAN IRRIGATION SPECIFICATIONS" FOR ADDITIONAL INFORMATION AND REGUIREMENTS. PI SYSTEM NOTES: I. PUMP STATION WILL BE OWNED AND MAINTAINED BY NAMPA AND MERIDIAN IRRIGATION DISTRIGT. 2. PRESSURE IRRIGATION OWNED BY NAMPA AND MERIDIAN IRRIGATION DISTRIGT. 5. GROSS GONNEGTION BACKUP SOURCE PROVIDED FROM CITY OF MERIDIAN NATER. 4. REDUGED PRESSURE BACK FLOW ASSEMBLY MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY AND MERIDIAN NATER DEPARTMENT. 5. COMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES SHALL BE LOOPED TO PROVIDE MULTIPLE GONNEGTIONS TO THE PI DISTRIBUTION MAIN VIA PROVIDED SERVICE TAPS PER PLANS. IRRIGATION CONSTRUCTION NOTES I. GONTRAGTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS KITH CIVIL, MEGHANIGAL, AND ELEGTRIGAL ENGINEERING SHEETS. 5. GONTRAGTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE GONTRAGTOR5. 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. 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 IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFAGE LOCATIONS. 5. GONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. VERIFY TYPE OF METER AND INSTALLATION REG2UIREMENT5 WITH MUNICIPALITY OR WATER DISTRIGT. 7. ALL ELEGTRIGAL WORK TO MEET OR EXCEED N.E.G., STATE GODES, LOCAL CODES, AND MANUFACTURER'S REGOMMENDATIONS. 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFAGE AS A RESULT OF TRENGHING OPERATIONS. 1. GONTRACTOR SHALL REFER TO 5PEGIFIGATIONS AND DETAIL DRANING5 FOR ADDITIONAL REQUIREMENTS. 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANGE5. II. IRRIGATION GONTRAGTOR SHALL PROVIDE A GOMPLETE A5 -BUILT DRAWING ON MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE GOMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS AGGEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCGURRING WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. 13. AS PART OF THIS 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 FLAWS OR DEFECTS OF THE G2UALITY AND PERFORMANGE SPEGIFIED, AND SHALL MEET THE REG2UIREMENT5 OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE 5GHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND GONDITION5 PRIOR TO CON5TRUGTION AND PROVIDE NECESSARY ADJUSTMENTS. 16. ALL MAIN LINE FITTINGS SHALL BE LEEMGO DUCTILE IRON PUSH ON TYPE UNLESS NOTED FOR LATERAL SERVICE. 17. IRRIGATION GONTRAGTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS OPERABLE DURING CONSTRUCTION. 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED KITH NEW PRODUCTS OF EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRAGTOR, AT NO EXPENSE TO THE OWNER. 11. GONTRAGTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING OPERATIONS TO ENSURE HEAD TO HEAD COVERAGE AND TO BE FLUSH WITH NEW FINISH GRADES. 20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 21. IN THE EVENT OF A DISGREPANGY, IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL. 12 1 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP 16 ��SS\ON AL Quo \STfRF��'yE�� y�4 �9TlF DF 0�� TyEW S Digitally signed by Matthew S. Derr, PE Reason: 100% Submittal Set Date: 2017.09.06 10:07:41 -06'00' a o 10 0c � Lj .4 U r N UN W W 0 W ate-+ al L E 7 Ol 0 LNiJ 3: L a E 'w m m w [�l 2 m m u°' o 0 'c .��cY�U 0 16) L722 o C C) oL'�w W .N ��N p oU Z c _0 a o o T -0 iv CU m UJca WL7 �_J3 0 �L CO (0 . . . . . • 3 w a- :0 Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. r�7 C7.5 C7.5 rA Le 40:oW LLI �EL E WmOgooJ LL D / y NV�LUCZD F"Y,C cc m>o>aom 13 C4 <Mzm J47W CZ}W � Z O ' REVISIONS No. Date Description r U D Im PROJECT NO.: 17126 (n DRAWN BY: Z LP O CHECKED BY: U MS, JB DATE: 9/6/17 O SHEET NUMBER O "r - C7.5 C7.5 Ikl L T i J0 l"%ATIlIAI l-%rIAIC'rIAI Alr1TCQ ORIGINAL SURVEY ON [TLE AT IDAHO SURVEY GROUP I I/4" x l I/4" x 3/I6" _0 1/2" x 1 1/2"SLOT _ ,,, GRAVITY IRRIGATION ANGLE IRON FRAME " I. GONTRAGTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY LEGEND S\pNAL e" FOR LoCKIN6 DEVICE II 5/16 HOLE ��S ��STER c�tiF 4 3/4" DEMOLITION OR GON5TRUGTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE y I~ 3/I6" METAL LID N GONTRAGTOR'5 RESPONSIBILITY. - - PROPERTY LINE 2. COORDINATE ALL IRRI6ATION INSTALLATION OPERATIONS WITH CIVIL, MEGHANIGAL, AND A ELEGTRIGAL ENGINEERING SHEETS. - - - RIGHT OF WAY LINE 1 I '_r)�17 LU ® - 3. GONTRAGTOR SHALL COORDINATE INSTALLATION OF IRRIGATION GONDUIT AND SLEEVES J' �� o _ LOCKING DEVICE I/2" 5/8" HOLES FOR � UNDER HARD 5URFAGES WITH RE5PEGTIVE GONTRAGTOR5. EXISTING GRAVITY IRRIGATION DRAIN PIPE. f'9l P� � '- � � F 3'-0" MIN. Q 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE q� OF > HINGE WELDED TO SLIDING HANDLE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL AWWA G-901 POLYETHYLENE PIPE. TyEW S • SEE PLAN SHEET A METAL LID AND A 1/4" METAL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE FRAME EXTENDING TO 24" ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION 12" ADS GRAVITY IRRIGATION PIPE. Reasonysigned 0%SbmittthewlSet Derr, PE LOCKING DEVICE TO BE CENTERED Reason: 100% Submittal Set ON INSIDE EDGE OF ANGLE IRON SYSTEM IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18 BEYOND BAGK OF Date: 2017.09.0610:07:57-06'00' LOCKING DEVICE CURB OR EDGE OF PAVEMENT. PROVIDE GOMPAGTED BAGKFILL AS NECESSARY AT HARD PVC, PRESSURE IRRIGATION PIPE. 2112'. FRAME AND WELDED. SEE PLAN. SURFACE LOGATION5. 5 3/8" 5. GONTRAGTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REG2UIRED FOR THIS EXISTING PRESSURE IRRIGATION MAINLINE. E E 0 LO 25 ALL EXPOSED METAL PARTS SHALL HAVE NON -LEAD WORK. FIELD VERIFY EXACT LOCATION. GOORDINA IF P RUST INHIBITIVE RED OXIDE PAINT APPLIED TO THEMS STOWS T. 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. VERIFY TYPE OF WITH NAMPA 8 MERIDIAN IRRIGATION DI5TRIG o � o d OUTSIDE DIMENSIONS OF THE LID TO BE 3/8" LESSL a) -0 Cu 3 0 7. A GEED N.E. TATE GODS , LOCAL GODS AND - - - - - - - - 12 HP -ADS GRAVITY IRRIGATION DRAIN PIP E - METER AND INSTALLATION REG�UIREMENTS WITH MUNICIPALITY OR WATER DISTRICT ALL ELECTRIC L WORK TO MEET OR EX G. S S S A E•cp Cal 2-8" No. 4 a e THAN THE INSIDE DIMENSIONS OF ANGLE IRON FRAME. - ER'S a E ° _ co 00 ❑ - g BARS w/90 BEND �t MANUFAGTUR RECOMMENDATIONS. ° t: o ❑ m 8. GONTRAGTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE o `, U o o 0 �' ' 3" min. WELDED TO ANGLE METAL LID CIB GONGRETE IRRIGATION DIVERSION BOX w N .s L a a ° ❑ SECTION A -A SURFACE AS A RESULT OF TRENGHIN6 OPERATIONS. _ m Nam -o -0 o W z IRON FRAME PLAN 9° GONTRAGTOR SHALL REFER TO 5PEGIFIGATION5 AND DETAIL DRAWINGS FOR ADDITIONAL � o � cu 0 NOTES: SLIDING HANDLE METAL L141" REGZUIREMENTS. G) PRECAST GONGRETE GRAVITY ; ; ; : ; ; 3 UM a co 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND IRRIGATION MANHOLE _ I. WALLS AND FLOORS OF ALL IRRIGATION 5TRUGTURE5 TO BE GONSTRUGTED OF 6 THIGK GONGRETE UNLESS OTHERWISE NOTED. ORDINANGE5. ® PRECAST GONGRETE 6RAVITY 2. REINFORGIN6 TO BE NO. 4 REBAR AT 12" O.G. EACH WAY IN WALLS AND FLOORS ON CAST IN PLACE BOXES. 11. IRRIGATION GONTRAGTOR SHALL PROVIDE A COMPLETE AS -BUILT DRAWING ON HYLAR AND IN IRRI6ATION DIVERSION BOX 3. BOX SIZE ON PLANS REFERS TO OUTSIDE DIMENSIONS. PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. ACRONYM LEGEND PRECAST CONCRETE IRRIGATION BOX 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO F COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLAGEMENT OF ANY DEFEGTS OGGURRIN6 WITHIN THAT YEAR SHALL BE FREE OF EXPENSE , NOT TO SC -ALE TO THE OWNER. TBRC TOP BACK OF ROLLED GURB 13. AS PART OF THIS GONTRAGT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. TA TOP OF ASPHALT 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFEGTS OF THE QUALITY AND 4 /� /� I I I I _ _ _ _ _ _ _ 1` :PERFORMANGE SPEGIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE RE RIM ELEVATION I- 1 £ MATERIALS AS SPEGIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN / / I PERMISSION OF THE OWNER. \ / / BLOCK 6 I 15. BASE PLAN AND LOCATION OF EXISTING EG2UIPMENT ARE 5GHEMATIG IN NATURE. FIELD IE INVERT ELEVATION BLOCK 15 I VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND GONDITION5 PRIOR TO GONSTRUGTION AND PROVIDE NEGE55ARY ADJUSTMENTS. ME MATCH EXISTING ELEVATION 1 0 I 16. ALL MAIN LINE FITTIN65 SHALL BE LEEMCO DUCTILE IRON PUSH ON TYPE UNLESS NOTED FOR FRE FINISHED FLOOR ELEVATION ' LATERAL 5ERVIGE. (4u- 'L 17. IRRIGATION GONTRAGTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM REMAINS _ _ _ _ _ _ _ I I Ua 18. ANY RDAMA6EABLE RTO THE EXISTIN61 RRI6ATION SYSTEM SHALL BE IMMEDIATELY RECTIFIED. NAMPA & MERIDIAN " / L - - - - - - - - - - - - - J _� DAMAGED ELEMENTS SHALL BE REPLACED WITH NEW PRODUCTS OF EQUAL OR GREATER \ v / 5 / 1 _ _ _ _ _ _ _ z VALUE BY THE IRRIGATION GONTRAGTOR, AT NO EXPENSE TO THE OWNER. ' • "• .. \ / / - - - - - - -I w ,19. CONTRACTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING OPERATIONS IRRIGATION DISTRICT NOTES I Y Copyright ©2017 TO ENSURE HEAD TO HEAD GOVERAGE AND TO BE FLUSH WITH NEW FINISH GRADES. All rights reserved. Reproduction or use in any form ..20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL or by any means without written permission of rn CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. IN5PEGT ALL GRAVITY IRRIGATION UNLESS A Breckon Land Design, Inc. is unlawful and subject to C/ 21. IN THE EVENT OF A DISGREPANGY, IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL. criminal prosecution. PROPERLY EXECUTED AGREEMENT FOR INSPECTION :• \ FpFq� ::.' \ / / ° _ 9 AND MAINTENANCE IS IN EFFECT PRIOR TO THE \ FF�� A :'• '.-. \ " RIM: 2681.88' IMX IBX - - - -� / z . a I I 95 12' IM I I 3 I PRE -CONSTRUCTION MEETING. FORTY-EIGHT (48) • , , . I (RIM: 26 . H I HOURS ADVANCE NOTIGE IS REQUIRED. INV(NE&E):2677.52' < - a7.°° O I I :°. co I _ TP l \ 140' 0.2% GP1 I INV(W&SE):2681.55' I , „ � I I w 1 2. REFER TO NAMPA d MERIDIAN IRRIGATION DISTRICT � \\ IR �� \ °-------- N 1--------� L------------- J Q "PRESSURE URBAN IRRIGATION SPEGIFIGATIONS" FOR o GP1 L- 3 ADDITIONAL INFORMATION AND REQUIREMENTS. 14 \ \ O 101' 1.5% Pi I t} I I o I GRAVITY IRRIGATION N 6' 1 ------ 7 0.4% GPo w \ ,. OUT I a -F T.Z •. RIM. 2684.52 � - � � �•- ��•. CALLOUT w IMH � '••• _ . .. . ° .a. I \ GP1 0.2 /0 73 I � 'I' z � INV(W&E):2677- RIM: 2684.43 IMH - / I IMH PRECAST 30" GONGRETE IRRIGATION MANHOLE z J < ° / - - �- PER I5PWG SD -620 OR APPROVED EQUAL. / ' • • . •• •' 71' 0% INV(W&E): 2678.48' - - - - - - - - - \ / \ O 1. GP PEACEFUL POND DR. / / 1 w - . \ .. INSTALL 12 ADS GRAVITY IRRIGATION PIPE. GP1 LENGTH AND SLOPE AS LISTED ON PLANS. o -------� :I.: o\ / \ \ A "`P :•:� CDMATCH EXISTING CONCRETE DITCH. ioPOINT OF OUTFALL33zz G' / / d11 IR I - IR IR I I EXISTING PREGAST GONGRETE R :.,. IBX IRRIGATION BOX. --- a r------------� 30" 2 w I - - - IR - - - N RIM: 2694.75' IMH I I IMH PREGAST GONGRETE IRRIGATION MANHOLE IR IR ., r 3 OPER ISPWG 50 .920 OR APPROVED EQUAL. �--- ---I r-------�-- ----� I- Z I I I I I I I I I I INV(N&S): 2681.70 a v; I I IMX EXISTING PREGAST 30" GONGRETE IRRIGATION 32 I MANHOLE. UJ o - W I------_---_--iJI II I I I I IIIIBLOCK4 I III I1I1 IIj IIIz •1�I \ ------ w 118 0.2/GP1 4 ----------- BLOCK J 4 I 9 10F 6 7 3 F------------- Wim: co Q��Ilyy-- 7 ( 0 3 1 s I I I I I I I I I I I I I I I IMH RIM: 2692.80' 3 I .'a �, 3 w w I m 0� I I I I I I I I I I I I I I INV(NW&E):2682.28' I C o I w I I I I I I I I I I I I Eo I z z I I I I I I I I I I I RIM: 2691.95 IMH �' ... o .' 1 I I I I I I I I I I I INV SE&N 2681.93' GP1 0.5% 121' --------- -- L--- ---� L----- 1 ( ) :� .. -1 LTP b'. 69' 0.5% GP1 �� 1 Q „ t ,a s W8 s 3 E 8 cr) E FRATELLO ST. ST. W W W W W W W W W, W W W W W --- 30_ � - RIM: 2693.12' IMH � I � I Q S 8"SS 8"SS - - - E FRATELLO ST. - - - - - W 8"SS NV(W&S): 2682.88' r 8 S s 8 SSI g SS 8„SS 8„S s I V) i GP1 ^ --- ---I� C J �J f� --- --- ------ --- --- - I � o M d / 1 • GP1 1.0% 52 -1 F_ _ co I I I I I I I I I I I I I I I I 2690.17 IMH II IMH RIM: 2686.28 I I I I I I I I I I I INV(N,S&E):2683.25' I I I I I I I I I I I I I I I I I I I I I I I 1 1 17 I ,.$ I I I I I 1 1 28 ,g I I I I 1 1 I I I I I I II i i I I 1 20 I I 21 1 1 22 1 1 23 1 1 24 1 1 25 1 1 26 I I 27 57' o.5°i° GP1 I I I I I I I I I I I I I I I I I I S o TP I I I I I I I I I I I I I I RIM: 2689.41' IMH I I I I I I I I I I I 1 1 I I BLOCK 3 1 I 1 1 I I I 1 INV(N,S&E): 2683.5' I I I I C� BLOCK 5 I I I I I I I I I I I I I I I 1 I (41'(1.3% GP1 -J --- ---J L--- ---J I---- ---I L--- -----� L--- ---J L--- ---_J L--- ---J L--- ---J L --- _J L--- --J L --- ----� --- ---� IR I •. IR I IR I IR IIS IR IR - IRR IR � X X X X I X X XR X --- --- -- -- RIM: 2690.12' IMH INV(N&E): 2684.05' Q v 28' 1.3% GP1 B N 0 z 0 c 0) N GRAVITY IRRIGATION PLAN A 0 - U ■ N O L CL C6 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 INV(NW&SE): 2682.76' 13 14 15 16 Q�0W N qF=\\ WmoOoSi �LLr, p 11..1` y yZmFY�z Mat7Q�Ww Q GP1 0.9% 52' 00>o>Qom zm N° U DW JQ�V 7W CZ}W � INV(W): 2683.04' .0 �.. I I • REVISIONS 11 No. Date Description IMH RIM:2695.11' r 3 INV(W): 2684.43' U s INV(S): 2692.40' COD IMX INV(N):2692.40' O PROJECT NO.: x 17126 13 14 15 16 Q�0W N qF=\\ WmoOoSi �LLr, p 11..1` y yZmFY�z Mat7Q�Ww Q 00>o>Qom zm N° U DW JQ�V 7W CZ}W � z O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP O CHECKED BY: U MS, JB DATE: 9/6/17 0 SHEET NUMBER 0 T C8.1 IN L 21 I T f [e] Q Fco 0 0 N 0 0 E 0 0 c 0 C_ L_ 0 D 0 T 0 rn 0 U C cr) c 0 1-0 N 0 0) Q B N 0 z C 0) N 0 AN U N o _II LANDSCAPE NOTES: I. GONTRAGTOR SHALL REPORT TO LANDSGAPE ARGHITEGT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSGAPE ARGHITEGT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND GHARAGTER MAY BE GONSIDERED IF SPECIFIED PLANT MATERIALS GAN NOT BE OBTAINED. 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAW I NGS. 4. COORDINATE WORK SGHEDULE AND OBSERVATIONS WITH LANDSGAPE ARGHITEGT PRIOR TO GONSTRUGTION START-UP. 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. (b. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF NOT IN A SOUND AND HEALTHY CONDITION. 7. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT SYMBOLS SHALL OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF SMALL I" MINUS BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. cl. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BECANNIN6 AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND 5PEGIE5 AT NO COST TO THE OWNER. 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJAGENT SURFAGES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE SITE GRADING PLAN. 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG YARDS OF APPROVED GOMP05T PER 1000 SQUARE FEET. ROTO -TILL OR6ANIG MATTER A MINIMUM OF (b INGHES INTO TOPSOIL. 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A&RIFORM' PLANTING TABLETS. G2UANTITY PER MANUFACTURER'S REGOMMENDATIONS. 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 TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT SURFAGES OF PLANTER BED AREAS, 1-1/2" BELOW ADJAGENT SURFAGES OF TURF SOD AREAS, AND I" BELOW ADJAGENT SURFAGES OF TURF SEED AREAS. 14. REUSE EXISTING TOPSOIL STOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARGHITEGT. 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REG2UIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, NEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. A) OBTAIN TOPSOIL FROM LOGAL SOURGES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OGGUR5 AT A DEPTH OF NOT LESS THAN 4 INGHES. B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A REGO6NIZED GOMMERGIAL OR GOVERNMENT AGENGY AND COPIES OF THE TESTING A&ENGY'5 FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. I6. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE I CREATED FROM LANDSGAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-O" CLEAR ZONE OF ALL STORM DRAIN PIPE, 5TRUGTURE5, OR FAGILITIES. 18. SEEPAGE BEDS AND OTHER STORM DRAINAGE FAGILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE GON5TRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. Iq. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. TOPSOIL NOTES 1. TOPSOIL REGUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR&ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 2. TOPSOIL 5OURGE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, NEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, OR&ANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE 5GREENED TO ACHIEVE THIS REQUIREMENT. 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A REGOGNIZED GOMMERGIAL OR GOVERNMENT AGENGY AND GOPIES OF THE TESTING A6ENGY'5 FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARGHITEGT'S REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPEGIFIED PH AND OR&ANIG REG2UIREMENTS. RE -TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REOUIREMENT5 HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SGHEDULED. PLACE TOPSOIL DURING DRY HEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REG2UIRED TO BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED. 5. GOMPAGTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: A. LAWN AREAS: q INGHES MINIMUM OR AS NEGE55ARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. B. PLANTER BEDS: 18 INGHES MINIMUM 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE 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. 7. TOPSOIL STOGKPILE LOGATION5 TO BE GOVERED COORDINATE 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 GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSGAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. GONTRAGTOR SHALL SUBMIT A DETAILED STOGKPILE PLAN TO LANDSGAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. 1 AREA - ONE n � i . 1 7/1 AREA - --I VV T� SITE KEY MAP SUM I I II iII •II •• • 2 3 \N� 4 OVERALL LANDSCAPE PLAN PLANT SCHEDULE QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS DECIDUOUS SHADE TREES PROPOSED: 38 / EXTRA TREES:20 Ib 24 7 17 13 AF AP 6T QB OR Acer freemanii 'Jeffersred" Acer_platanoides 'Deborah' 61edit5ia tricanthos 'Shodemaster' Quercus robur_ Quercus rubra Autumn Blaze Maple Deborah Maple Shademaeter Honeylocust English Oak Red Oak 3" GAL. B8B 3" GAL. B-tB 3" GAL. B815 3" GAL. B4B 3" GAL. 13413 *ba2" GAL. II *-lil GAL. II *5®2" GAL. II *12®2" GAL. III III ORNAMENTAL FLOWERING TREES Date COMMON OPEN SPACE 8 5 PR PY Prunus cerasifera 'Thundercloud' P rus caller ana 'Reds ire' Thundercloud Plum Reds Ire Pear 3" GAL. B8B 38 B . 13$13E3 1 I SHRUBS/PERENNIALS/ORNAMENTAL GRASSES/GROUND COVERS PATHWAY REQUIREMENTS 26 21 40 21 22 33 38 6 CT 61 gg EP LA V R P5 Berberis thunbergli 'SunJoy Gitrus' Buxus microphylla_Japonica 'Minter Gem' Euonymous Japonicus 'Microphyllus' Ghyrsanthemum x superbum 'Snow Lady' Echinacea purpurea Lavandula angustifolia 'Hidcote Blue' Ligustrum vulgara 'Lodense' Mahonla reaens Pinus strobus 'Blue Shoo' Veronica 'First Love' Sun)oy Citrus Japanese Barberry Hinter Gem Boxwood Boxleaf Euonymous _ Snow Lady Shasta Palsy -#1 Purple Goneflower i Hldcote Blue English Lavender Lodense Privet Greeping Mahonia Blue Shag Eastern Nhite Pine First Love Speedwell #3 #2 #2 AND COMMON LOTS #1 #1 #5 #2 #2 #1 COMMON LOT AND LOT 4, I11111le ►i31;[#M3091111111m iii mm TREE PROTECTION NOTES: I. PROTECT THE GRITIGAL ROOT ZONE (THE AREA DIRECTLY BELOW THE DRIPLINE OF THE TREE) OF THE TREES TO REMAIN ON SITE BY: a. GON5TRUGTIN6 A TEMPORARY GHAINLINK FENCE AROUND THE GRITIGAL ROOT ZONE OF THE TREE TO BE PROTECTED PRIOR TO DEMOLITION, GONSTRUGTION, OR ANY SITE WORK. b. NOT ALLOHIN6 GOMPAGTION BY EOUIPMENT TRAFFIC, DURING GONSTRUGTION OR DURING DEMOLITION. C'. NOT ALLOWING GONGRETE TRUCKS TO RINSE NITHIN THE PROTECTION AREA, OR ANYWHERE NEAR EXISTING TREE ROOTS OR IN PLANNED PLANTING BED AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN FOR APPROVED GONGRETE WASHOUT AREAS. d. NOT STOGKPILIN6 MATERIALS, DEBRIS, OR DIRT NITHIN THE TREE PROTECTION AREA. e. HATERIN6 WITHIN THE GRITIGAL ROOT ZONE FROM MID -APRIL TO MID -OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" OF NATER OVER THE ENTIRE AREA PER WEEK. f. NOT TRENGHIN6, EXGAVATIN6, FILLING, OR OTHERWISE DISTURBING THE SOIL WITHIN THE GRITIGAL ROOT ZONE. g. ADJUST PROPOSED IMPROVEMENT LOGATION5 AS REQUIRED TO AVOID DAMAGING TREE ROOTS. 2. PROTECT THE GROWN AND TRUNK OF TREES TO BE RETAINED BY: GI. OPERATING EGUIPMENT IN SUCH A MAY AS TO AVOID GONTAGT WITH TREE TRUNKS OR BRANCHES. b. HAVING TREES PRUNED BY A LIGENSED ARBORIST. 3. ALL TREES DAMAGED OR DESTROYED DURING GONSTRUGTION SHALL BE REPLACED USING THE FOLLOWING GRITERIA: EXISTING TREE REPLACEMENT I" TO 6" GALIPER........................................................................ 2X CALIPER OF TREE REMOVED 6" TO 12" GALIPER................................................................. 1.5X CALIPER OF TREE REMOVED > 12" OR LARGER GALIPER.......................................................IX CALIPER OF TREE REMOVED EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN AGGEPTABLE REPLACEMENT WOULD BE (3) 4" CALIPER TREES OR (4) 3" CALIPER TREES. 5 I 6 7 CALLOUT LEGEND OEXISTING LANDSGAPE - SAVE AND PROTECT. Q RETAIN AND PROTECT EXISTING STRUGTURE $ 40' VISION TRIANGLE O6-0" TALL VINYL FENCE - SEE DETAIL 4 6/1-1.5. TO BE PLACED ON PROPERTY LINE. SHOWN 1'-0" OFF OF PROPERTY LINE FOR 6RAPHIG CLARITY. 5 PROPOSED 5'-0" NIDE PATHWAY TO GONNEGT TO EXISTING PATHWAY. OEXISTING SHALE - SAVE AND PROTECT. 05'-0" TALL WROUGHT IRON FENCE - SEE DETAIL 5/1-1.5. TO BE PLACED ON PROPERTY LINE. SHOWN 1'-0" OFF OF PROPERTY LINE FOR 6RAPHIG GLARITY. O4'-0" TALL VINYL FENCE - SEE DETAIL 6/1-1.5. TO BE PLACED ON PROPERTY LINE. SHOWN 1'-0" OFF OF PROPERTY LINE FOR 6RAPHIG GLARITY. WEED ABATEMENT NOTES: I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE NEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDRO5EEDIN6. 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED HEEDS KITH ©ROUND-UPA (GONTAGT HERBICIDE) OR APPROVED EQUAL. 3. DO NOT HATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED HEEDS FROM THE SITE. 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC, IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS HATERIN6 PERIOD, 0I5GONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. 5. APPLY SEGOND APPLICATION OF ©ROUND-UPA TO ALL EXPOSED NEEDS. APPLY IN STRIGT GONFORMANGE WITH MANUFAGTURER'S 5PEGIFIGATION5 AND IN5TRUGTION5. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE HEEDS FROM THE SITE. 6. IF ANY EVIDENCE OF NEED GERMINATION EXISTS AFTER TWO (2) APPLIGATION5, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. 7. AT THE TIME OF PLANTING AND HYDR05EEDIN6, ALL PLANTING AREAS SHALL BE NEED FREE. 8 I 9 W S STOCKENHAM 8„ 13 III 12 III 11 II I I J I I I I I BLOCK 6 L -.-JI i 10 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP �----� __-- t= �� 1 2 < co J O Ir - "�_ O I E PEACEFUL POND DR. II J D DR.> !Ji ZC/) I'p _r (J)m DCK 4 III I O 10 ' m O kSE TWO _ till MI I> 31 O i J _ DII 1<11 M ---, = o 0 O TELLO ST. ccr t J T 7 F ISI ISI II I III 2 11 u I I I I I I III 28 IIIII 24 25 III 26 III 27 I I III I III I, I III �1 I I o -n-Ii BLOCK 3 111 III III I; I I I 11 11 __J L_ 0 1� TR O `) PHASE II LANDSCAPE REQUIREMENTS STREET BUFFER - E. PEACEFUL POND DR. REOUIREMENT5: LENOTH TREES REO'D TREES PROVIDED 20' BUFFER 645' 18 EXISTIN6:0 I TREE / 35 LF. PROPOSED: 38 / EXTRA TREES:20 STREET BUFFER - HOWRY LN. C4 a�Z� J.4 U 7W REQUIREMENTS: LEN6TH TREES REO'D TREES PROVIDED 20' BUFFER (963' ICI ICI I TREE / 35 LF. Date COMMON OPEN SPACE TOTAL AREA OF SITE: 472,304.35 SF 00.8 AG) (PH 14 11) OPEN SPADE REQUIRED: 10% =47,230.44 SF (1.08 AG)(PH 14 11) OPEN SPAGE PROVIDED= 4q,206.11 SF (1.13 AG)(PH 1811) 1 TREE PER 8000 SF REQUIRED = 6 TREES (PH 14 11) PROVIDED 2cl TREES. EXTRA TREES: 7 (PH 14 11) PATHWAY REQUIREMENTS REOUIREMENT5: LEN6TH TREES REO'D TREES PROVIDED I TREE PER 100 LF 241' 2 2 FENCING REQUIREMENTS FENGIN6 ALONG RESIDENTIAL LEN&TH TYPE AND COMMON LOTS PHASE I LOT HEST OF LOT 2, 43.5 LF 3' TALL WROUGHT IRON BLOCK 6 (NORTH) FENCE LOT 2, BLOCK 6, ADJAGENT 660 LF 6' VINYL FENGE COMMON LOT AND LOT 4, BLOCK 7 (NORTH) LOT 2, BLOCK 6 (SOUTH) 138 LF 6' VINYL FENCE LOT I, BLOCK 7 (NORTH/EAST) 385 LF 6' VINYL FENCE LOT 8, BLOCK 6 (NORTH) 137 LF 6' VINYL FENCE LOT 7, BLOCK 6 (NORTH, EAST 327.5 LF 4' VINYL FENCE AND NEST) LOT II, BLOCK 4 (SOUTH) AND c130 LF 6' VINYL FENCE LOT 33, BLOCK 3 (50UTH/EA5T) LANDSCAPE LEGEND EXISTING PLANTS TO REMAIN (SAVE AND PROTECT) PLANTS TO BE INSTALLED. SEE DETAILS I, 4 8 7/1-1.5 GONGRETE EDGING, SEE DETAIL 2/1-1.5 - - GUT EDGE, SEE DETAIL 3/1-1.5 13 13 13 13 VINYL FENCE, SEE DETAIL 6/1-1.5 X WROUGHT IRON FENCE, SEE DETAIL 5/1-1.5 - - PROPERTY LINE (VERIFY) GUTTER, CURB AND SIDHALK 10 G2UANTI TY JB PLANT IDENTIFICATION KEY +++++++++ TURF SOD OVER APPROVED TOPSOIL + + + + AS SPEGIFIED. BARK MULCH AND APPROVED TOPSOIL AS SPEGIFIED. EXISTING LANDSGAPE TO REMAIN. GONTRAGTOR SHALL BE RESPONSIBLE FOR RESTORING LANDSGAPE TO PRE GONSTRUGTION CONDITION DUE TO ANY GONSTRUGTION DAMAGE. W y y DRYLAND SEED MIX OVER APPROVED TOPSOIL AS SPEGIFIED, SEE NOTES y y SHEET L1.5 10 1 11 1 12 1 13 1 14 1 15 1 16 H cD 6536 ew 0 ��0000 SC oo°° E ID CC U r �U.� C ID m m a� NN o m -LE E 7 c �Nn 3 0 CH � E '�C- a, ca cc LO [�l m a< ,n E m c C [p ' C7 _0 CIO C C) o - a ISN oU w_0 ami -0p z C 0 U J W U J , a- CCOo M . . . . . 3Ja Co CMD Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. NZ Q Z O �Q Z J Z 0 wLLI > LLJ 0 > CII 60 QO C) ocz ww 0�J Z:�EwJ m < rr J Uw LU �> _ C)O cf) Q J PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L1.0 fV�J V z z O U C0 z O U O O T w rn �UW~u.ZH co 0LOU0 g0m 00J W ~ DadaWww / m>p>aom C4 a�Z� J.4 U 7W aZ}W 0 REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L1.0 fV�J V z z O U C0 z O U O O T 71 L T J T a G Q F o 0 0 N l9 0 E 0 C- 0 D T O U C C) c U 1-0 N CID N n Q B N 0 z 0 C 0) N 0 AN U N O BEGIN 7 E W G jZ ///,o /L Cn !�� WIN W �LANDSCAPE PLAN -AREA ON E 50 0 50 (90 CIO 5GALE: P= .. (9 AREA — ONE 12 I I 11 13 I L AP IR \1 BLOCK 6 -J II BLOCK 6 10 I a �� —J 9 Q .:.• \ 1 •d O I I 1 I:d• L + + + / �IilLI u id EG EG IR EG d. I I � I .,d I I \� I I I I I !.a I (p £ _#+ END WTI ++ + r+ WTI / + Q , + + ; 4- + + + ' i �A E PEACEFUL POND DR. + ' ;-.,� .. -�. -. _� ,-.. �,.,�-- � AF I I + + + + + t-�+ r + +�+ + + +' \ 3 3 + + + + r^+ }.i i 'S� , p f.t ' �'~ % 'ti'p' `Mr' ' K jy !"` T + I + + + + • + ++- + + + � + + + + + + + y -r 1 1 J + + + + + '`� + + + + + + + - + + + + + • , ■ 3 ■ + +� + + + + � + + +� + + + + �+ y + + + + + lf- T T T �} I = I I I . .) I T + + +t + +^+ + + + + + + + +�..++ + + I + + + + 1 • 'e•-. •••d EM} _ _ •_ _• ° I �_l� —_ .. t +_+= 1i 1 _• + + + + + + + + + + + + + + + + � � � 1" :.+++++++++ ++ +++++-�+++++++r �++++ .'Y� +++ + MATCH_ LINE -SEE SHEET 1u.2 ++ ++ :.++++++� + + + _+ + + 4- r Fs. ++++++++++++++++++++++ ++ +;..+++ _. 3 + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + END 4 ` BE + + + :. + + + + + + !fC \ - t IR L 6 _ BE a--� ; ,---- ---� I -- BM LA I I 2 VF I S I I � I GL 5 I I a6 Ib' • GL I I I I 4 5LP I I EP I I I I I M I r -%r e'-%eNI - A I I PS ISI III LV III ISI III I I I I III III III ill �� I 1 JL JL �L�.,If- L J - I L�L ill n T SITE KEY MAP N 300 O 300 600 900 ■ SCALE: I"= 300'-0" 1 2 1 3 4 5 6 7 CALLOUT LEGEND LANDSCAPE LEGEND - OEXISTING LANDSCAPE - SAVE AND PROTECT. EXISTING PLANTS TO REMAIN (SAVE AND PROTECT) QRETAIN AND PROTECT EXISTING STRUGTURE O40' VISION TRIANGLE PLANTS TO BE INSTALLED. SEE DETAILS I, 4 17/1-1.5 O 6-0" TALL VINYL FENCE - SEE DETAIL 4 6/1-1.5. TO BE PLACED ON PROPERTY GONGRETE ED61N6, SEE DETAIL 2/1-1.5 LINE. SHOWN 1'-0" OFF OF PROPERTY LINE FOR 6RAPHIG CLARITY. GUT EDGE, SEE DETAIL 3/1-1.5 OPROPOSED 5'-0" WIDE PATHWAY TO VINYL FENCE, SEE DETAIL 6/1-1.5 GONNEGT TO EXISTING PATHWAY. OEXISTING SHALE - SAVE AND PROTECT. X WROUGHT IRON FENCE, SEE DETAIL 5/1-1.5 — — 3'-0" TALL WROUGHT IRON FENCE -SEE PROPERTY LINE (VERIFY) ODETAIL 5/1-1.5. TO BE PLACED ON GUTTER, CURB AND PROPERTY LINE. SHOWN 1'-0" OFF OF SIDHALK PROPERTY LINE FOR 6RAPHIG GLARITY. 10 QUANTITY O8 4'-0" TALL VINYL FENCE - SEE DETAIL JB PLANT IDENTIFICATION KEY 6/11.5. TO BE PLAGED ON PROPERTY LINE. SHOWN 1'-0" OFF OF PROPERTY + + + + + LINE FOR 6RAPHIG CLARITY. +++++++++ TURF SOD OVER APPROVED TOPSOIL + + + + AS SPECIFIED. +++++ BARK MULCH AND APPROVED TOPSOIL AS SPECIFIED. EXISTING LANDSCAPE TO REMAIN. I " GONTRAGTOR SHALL BE I ' RESPONSIBLE FOR RESTORING LANDSCAPE TO PRE GONSTRUGTION f� GONDITION DUE TO ANY GONSTRUGTION DAMAGE. y y y DRYLAND SEED MIX OVER APPROVED TOPSOIL AS SPECIFIED, SEE NOTES y y SHEET 1-1.5 8 I 9 1 10 1 11 3 GIN(4Y crv� PLANT SCHEDULE 3 BLOCK - Ir ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP H 116536 ew 00 p,, • o AP , + T T + + - 3 000 oo� o Co op o�ovo + + ++ + 3 a M , n L = In + + a. F + + � ._ a) co o m Lc - + + + �acn 0.6=- croN S O.CD U= c - �jCD ca + y w C) LD ��N °U o -0 o Z = Ijr + I O L L L 0 O I6 L F + i iia U9 C7 + 3 + + + F + ' 2 + M+, QB + + + t 5 LV + ++ �`d•. o0 4. 2 OO y M 10 BB + + + w ' + +I_ + �I --- + + ++ + +++++ 00 C + + 2 Copyright © 2017 + O y { All rights reserved. Reproduction or use in any torn G I� or by any means without written permission of G y Breckon Land Design, Inc. is unlawful and subject to 3 + + ' criminal prosecution. AP + + + r- y + + + z III,I + + I� + VVVV I + y IYI + • W I. I + + (� y V + 3 cv z + + + W +. z +T ti 3 3 O J + o SLA �0 Nib VF W I 7 y z 0 cr100 y 0 W H I ,/ 3 1111 co C) :E < III y 5UJ 771., + + 14 Z > +I' + / VF 3 y M0 QOZ Q + + LAy Q I 2 r n � L.� VF I I v I/ 3 + L AP + y GE WW -W^ I + zI ++ 3 y W + + � I�+ Q U - . . + I I oo U CO JCD 0 W oz = z Q QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS DECIDUOUS SHADE TREES CD 16 AF AP GT QB Acer_freemanii 'Jeffersred" Acer platanoides 'Deborah' 6leditsia tricanthos 'Shademaster' Quercus robur Autumn Blaze Ma le Deborah Ma le Shademaster Hone locust English Oak_ 5" GAL. BIB 3" GAL. BIB 31' GAL. BIB 3" GAL. BIB *8@2" GAL. 11 *7,@2" GAL. II *5@2" GAL. 11 *12(g2" GAL. III 24 7 17 13 OR ouercus rubra Red Oak 3" GAL. BIB I I I ORNAMENTAL FLOWERING TREES ply e Wm°0°Q � 8 PR 7Prunus cerasifera 'Thundercloud Thundercloud Plum 3" GAL. BIB — I 5 PY P rus caller ana 'Reds ire' Reds ire Pear 3" GAL. BI B — I SHRUBS/PERENNIALS/ORNAMENTAL GRASSES/GROUND COVERS 26 B Berberis thunbergii 'Sunjoy Citrus' Sunjoy Citrus Japanese Barberr #3 Description 21 BM Buxus microphylla Japonica 'Winter Gem' _ Winter Gem Boxwood #2 U 40 Euonymous Japonicus 'Microphyllus' Boxleaf Euonymous #2 21 L Ghyrsanthemum x superbum 'Snow Lada ' Snow Lady Shasta Daisy #1 22 Fp Echinacea_purpurea Purple Goneflower #1 33 LA Lavandula angustifolia 'Hidcote Blue' Hidcote Blue English Lavender #1 DRAWN BY: 38 \/ Ligustrum vulgara 'Lodense' Lodense Privet #5 BY: 6 U Mahonia reaens Gree in Mahonia #2 Cl PS � Pinus strobus 'Blue Shad Blue Sha Eastern White Pine #2 SHEET NUMBER 61 VF Veronica 'First Love' l First Love 5oeedpqell #1 11.1 --NU I C: I KCCS LUC.H I LU HIL -UNC -.7 LUC ANL 5 I KCt 15 I U Ut: IN51 ANLLLU /- I I HC 1 11" t: Ut- %,UN51 KUC. I IUN tST HUML t5U1LUCK5. 12 13 14 15 16 < J J CD V z of QQ0W y O1Oi.W ~Y.ZH ply e Wm°0°Q � cc R C0 W W > moaom > .4 No a2=L J0V 7W z aZ}W 2 v O ' REVISIONS No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: U MS, JB DATE: 9/6/17 a O SHEET NUMBER O T 11.1 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP I + + + + + + + + + + + + + + + + + + t + + + �+ ... ..... .. — — — — — — -- I L— I +++++++++ ++++++++ + +++ ++Qm + + ++++++ + +++_� + + I ++++ +++�+ + + + + + IN�, + V.+ + + + +'.. + + + + + + + + + + + a•+ + e . ;• 2 QB I I E PEACEFUL POND DR. AF VF III VF 3 � / '• AF 6 QB I /� I AF VF I°I ".< M I 1 6T E PEACEFUL POND DR. AF LA + 3 3 ` _ Im 3 + 'r�:h.1, I I + + + + + t-+ + + + , + + +'. + + + '.v + + + D + �► Ti+ BE + + + + r't n • 2 + ++++++ +' + + + +f + + + +1+ ~ + + + +, + 'T T T 1 , = i - , ,}1 `, T` -'-i ' - A + _+ + + +'. �..{ +++ + +++•.•• +++ + ++y +'-'' + + +-+ + , 3 �:�— - ye.: r.. R + + (+ +'t+ + ;>MATCHLINE -SEE SHEET 1.1�- '" T-- + + + + I + + + + + += T T cT• T T 7_ T ry + + + + + + + + + 4 L j• `'. ; I ';''�'' ■EPLU +VF+ + —_� I — — — —"-' t - 4 L `! , 1-�C� RIP # + + «• + + - IR -+�'+ + + + + + + + + + + + + + + + + + + + + + + + END QB 1 — BEGIN I —N _-4 BE IR I . —3 _ 3 B5M P5 EP BE 2 2 AP +++ +++ + QB I + J ----- I4 I I I II I 5 I I I I I cnEP W CL � ++ +U) PS BLOCK 4 O ++ + Q I I I I I I I I I I n 3 I - I I I I I I I I m _ -7 i I I I I I I I I I I I I I I I I I I Z D - --- -�-4 9 1p S +-------- + ++ + -------< +++ K F,� m RI nCK 3 I }+ ; +++I. A I I I I I I I I I I I I I a I }+++ + I ,••. I I I I I I I I I I I I I I I I I 3 I +++ .t• j l j' I' I I' I I I I I I I I ++fit+ + I I I I I I I l i � I I I I I I I II �• � i +++++t+ o a ' I6 VF i I o-iL6536 ey,o 3 — W 00 y . y LV y o J: CL)U 14 y � awom c -o 01 VF I I I a r E c N (� 3 E7 co @ m Y Q7 UJ O CO CSO co S act U c c 0 y_ 1 LA�n.a C00N °v ■ — -O (A d -O � Ql z QC] 2 3 UJWC7 �-j 3 m . . . . . . 3: LL ca C7 R VF Cn I 3 vl� a 0 3 I 70 D a, m 3 I II I I I ' e I I � r � + + ++ I -- I I I I+ II I I + a• L V r00 8/.�Woo • 6 + ••:Q� S .a' W I W b; •W :3 W W I W W 5 W W W W w : W :W.. W W 30 — 71 __ ----- T- —a M .� 8' l s� 5 8 'SS E FRATELLO ST. GL 8 + 6T-'�"r'` ^, L II AP YY 8 SS 8f ss B, SS 8,fss 8f,SS s I 3 BB + + + II ++ Y— + + + A P , 2 ^r I i 12 S 2 S + + 1 .. � ?IIS .� H e : a :q Q a� ++ � a I +++ ++ I ��...�-•+qtr I _ —--- ---- ---------------- .. / + 60 r------- ++ v I I I I I ; I; ; ; ; I; I I I; I I I ► ++ +++ I I I I I I I j l l I I 29 I+++++ II i I I I I I I I I I I I I I G I � III III II II I I III + I I , I I I I III I,I 28 I I I+ s 2 I I I I I I III III II I I III v W 21 I I I 22 26 27 I 23 I I I 24 I I I 25 I I I I I I I I I I ++ + z I I,I III III III I II I +00 OI' I I I TP i l+ ++ ` I I , I I I I I I I I I I I I I I+ �■■�■� ++++ ' I I' I BLOCK 3 I I' I I I I I; I I+++ +++ II Q B I Q I I I I I I I I I I I I I I I I I I I +++++ v II F o I I I I II I I I I I I I I I I I+ 2 _ — — — — L — — — — — — — — J I L — — — — I ----J L---- ----J L---- I I I I I I I I I I I I I I I OB +++ ----J L----- I L---- -----I I L ---- -----I---- -----I I Y I +++ R IR IR IR IR IR IR — — — — I END 4 + -�+ I IR Ta IR IR IR R + + ' -x x x x x x x x x x I +++ 0 E LANDSCAPE PLAN - AREA TWO T SC O N 30 O 30 60 90 0 SGALE: 1"= 30'-0" C- 0 0 D T 0 a U C cr) c 0 1-0 N N Q B N 0 z 0 C 0) N 0 AN U N o _II ;rPigg_ I .1 00 1 LA N � 300 O 300 600 q00 SCALE: I"= 300'-0" IN 1 1 2 3 4 5 6 7 CALLOUT LEGEND LANDSCAPE LEGEND VCJCI=�IINC7L/�IVL7(�HYC — �HVC �IVL a EXISTING PLANTS TO REMAIN PROTECT. (SAVE AND PROTECT) 2 RETAIN AND PROTECT EXISTING STRUCTURE PLANTS TO BE INSTALLED. SEE DETAILS I, O 40' VISION TRIANGLE 4 S 7/1-1.5 4 6-0" TALL VINYL FENCE - SEE DETAIL 6/1-1.5. TO BE PLACED ON PROPERTY CONCRETE EDGING, SEE DETAIL 2/1-1.5 LINE. SHOWN 1'-0" OFF OF PROPERTY LINE FOR 6RAPHIG CLARITY. GUT EDGE, SEE DETAIL 3/1-1.5 OPROPOSED 5'-0" WIDE PATHWAY TO 13 Ell 13 13 VINYL FENCE, SEE DETAIL 6/1-1.5 CONNECT TO EXISTING PATHWAY. X WROUGHT IRON FENCE, SEE DETAIL 5/1-1.5 OEXISTING SHALE - SAVE AND PROTECT. _ _ PROPERTY LINE (VERIFY) O3'-0" TALL WROUGHT IRON FENCE - SEE GUTTER, CURB AND DETAIL 5/1-1.5. TO BE PLACED ON SIDHALK PROPERTY LINE. SHOWN 1'-0" OFF OF PROPERTY LINE FOR 6RAPHIG CLARITY. 10 QUANTITY JB PLANT IDENTIFICATION KEY 8 4'-0" TALL VINYL FENCE - SEE DETAIL 6/1-1.5. TO BE PLACED ON PROPERTY + + + + + LINE. SHOWN 1'-0" OFF OF PROPERTY + + + + LINE FOR 6RAPHIG CLARITY. TURF SOD OVER APPROVED TOPSOIL + + + + + AS SPECIFIED. BARK MULCH AND APPROVED TOPSOIL AS SPECIFIED. EXISTING LANDSCAPE TO REMAIN. I " CONTRACTOR SHALL BE I ' RESPONSIBLE FOR RESTORING LANDSCAPE TO PRE GONSTRUGTION CONDITION DUE TO ANY CONSTRUCTION DAMAGE. y y y DRYLAND SEED MIX OVER APPROVED TOPSOIL AS SPECIFIED, SEE NOTES + y SHEET 1-1.5 8 I 9 1 10 1 11 PLANT SCHEDULE QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS DECIDUOUS SHADE TREES voxD 0 16 AF Acer freemanil 'Jeffersred" _ Autumn Blaze Maple 3" GAL. BSB *ba2" GAL. II 24 AP Acer platanoides 'Deborah' Deborah Maple 3" GAL. B45 *7®2" GAL. 11 7 GT 6leditsia tricanthos 'Shademaster' Shademaster Honeylocust 3" GAL. BSB *5®2" GAL. II 17 QB Quercus robur_ English Oak 3" GAL. BSB *12®2" GAL. 111 13 QR Quercus rubra Red Oak 3" GAL. BSB 111 ORNAMENTAL FLOWERING TREES m� I..1- 8PR PROJECT NO.: Prunus cerasifera 'Thundercloud' Thundercloud Plum 3" A BSB I 5 PY P rus caller ana 'Reds ire' Reds ire Pear BSB I SHRUBS/PERENNIALS/ORNAMENTAL GRASSES/GROUND COVERS U 26 Ba Berberis thunbergii 'Sunjoy Citrus' Sunjoy Citrus Japanese Barberry 9/6/17 21 Buxus microphylla Japonica 'Winter Gem' --#3 Winter Gem Boxwood #2 SHEET NUMBER 40 5E Euonymous japonicus 'Mlcrophyllus' Boxleof Euonymous #2 L1.2 21 GL Chyrsanthemum x superbum 'Snow Lady' Snow Lady Shasta Daisy #1 22 EP Echinacea purpurea Purple Goneflower #1 33 LA Lavandula anguatifolia 'Hidcote Blue' Hidcote Blue English Lavender #1 38 LV Ligustrum vulgara 'Lodense' Lodense Privet #5 6 R Mahonia repens CreepIna Mahonia #2 q Pinus strobus 'Blue Shad Blue Sha -g Eastern White Pine #2 61 Veronlca 'First Love' First Love Speedle4ell #1 -"NU I C: I KCCS LU>A I LU AL -UNC -.7 LUC.AL 51 KCC 15 I U nl= I Nt) I ALLCU A I I ttC I I MC Ui— C�UN51 KUC. I IUN t5T HUMC MILUCKS. 12 13 14 15 16 Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission ofI F Brockon Land Design, Inc. is unlawful and subject to criminal prosecution. IN c C a�0W y °1°i.W I.,. 'z;: ply 2 Wm°00002 � U.~ voxD 0 �ac7> m>pQm 0ca NO QM=L JQpV 7W Z aZ}W � v O ' REVISIONS No. Date Description r U m� I..1- PROJECT NO.: 17126 (n DRAWN BY: Z ILP OCHECKED BY: U MS, JB DATE: 9/6/17 a O SHEET NUMBER O T L1.2 L 21 if T E Q F 0 0 ko N 0 E 0) Q) c 0 a) .5 C_ D_ D T O U Ccr) C 0 1-0 N Q U B N 0 z C E N 0 AN U N_ O STORMWATER POND REVEGETATION REQUIREMENTS GENERAL OVERVIEW THESE REQUIREMENTS OUTLINE THE RECOMMENDED GUIDELINES FOR REVEGETATION OF SIDE -SLOPES, BANKS, AND BOTTOMS ( EXGLUDIN6 SAND INVERT AREAS) OF NEW STORMWATER MANAGEMENT PONDS. THE FIVE MAIN GOALS FOR THE REVEGETATION OF NEW PONDS ARE AE5THETIG5, NOXIOUS WEED AND INVASIVE SPECIES MANAGEMENT, FIRE HAZARD REDUCTION, WATER G2UALITY AND EROSION CONTROL. GENERAL EARTHWORK ALL WORK SHALL BE LIMITED TO THE AREA REG2UIRED FOR CONSTRUCTION. ALL FINISHED 6RADE5 SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINA6E PLANS FOR ADDITIONAL REGUIREMENT5. IF NATURAL TOPSOIL OCCURS AT VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. SITE ASSESSMENT GONTRAGTOR SHALL ASSESS THE EXISTING SOIL CONDITIONS TO IDENTIFY ANY BARRIERS TO A SUCCESSFUL ESTABLISHMENT OF THE DESIRED SPECIES DUE TO CONDITIONS AT THE SITE. IF VISUAL ASSESSMENT OF SOIL INDIGATE5 ANY UNUSUAL SOIL CONDITIONS, THE CONTRACTOR SHALL HAVE THREE (3) SOIL TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION OF THE SOIL FOR THE REVEGETATION ACTIVITIES. CONTRACTOR SHALL ALSO ASSESS THE EXISTING HYDROLO6IGAL CONDITIONS IF ANY AND THE PROPOSED TOPOGRAPHY OF THE PROPOSED POND. TOPSOIL REQUIREMENTS AND PREPARATION REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN OUANTITIE5 ARE INSUFFIGIENT. TOPSOIL REG2UIREMENT5: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 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, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REG2U I REMENT. CONTRACTOR SHALL HAVE (3) TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A QUALIFIED SOIL ANALYSIS LABORATORY AND COPIES OF THE TESTING A6ENGY'S FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE LANDSCAPE ARGHITEGT'S REPRESENTATIVE BY THE CONTRACTOR. 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 WHILE IN A FROZEN OR MUDDY CONDITION. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: GRASSES AND FORBS: 6 INCHES MINIMUM FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 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 STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. TOPSOIL DISTRIBUTION ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH 6RADIN6 HAS BEEN ACCOMPLISHED, THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND L16HTLY COMPACTED UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NECESSARY MECHANICAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE SURFAGE GRU5TING AND TO FACILITATE BETTER ROOT PENETRATION, THE SURFACE SHOULD BE SGARIFIED PRIOR TO 5EEDIN6. COMPOST ADDITION TO THE TOPSOIL COMPOST ADDITION RATES WILL BE DEPENDENT ON THE QUALITIES OF THE COMPOST AND THE QUALITIES OF THE TOPSOIL. COMPOST APPLICATION RATES SHALL BE DETERMINED BY CONSULTATION WITH A QUALIFIED RECLAMATION SPECIALIST, A6RIGULTURAL PROFESSIONAL OR A REPRESENTATIVE OF THE COMPOST PRODUCER. CONTRACTOR SHALL HAVE ONE (1) SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. IF APPLYING COMPOST, LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHES. PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. PROBLEMATIC, SOIL CONDITIONS SITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR REMEDIATION OF PROBLEMATIC SOIL CONDITIONS SUCH AS COMPACTION OR NUTRIENT EXCESSES OR DEFICIENCIES. WEED ABATEMENT ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR SEEDING. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND -UP (CONTACT HERBICIDE) OR APPROVED EQUAL. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. APPLY SECOND APPLICATION OF ROUND -UP TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFAGTURER'S SPECIFICATIONS AND IN5TRUGTION5. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. AT THE TIME OF PLANTING AND SEEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. SEEDING THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. UPLAND SEED MIX FOR CLAY OR SILT -CLAY SOILS h a�mw0 X y 0. Su PERCENT OF W�~4OZH WmOpJ POUNDS PER LIVE PURE LIVE COMMON NAME BOTANIGAL NAME SEED PER ACRE SEED IN MIX ALKALI 5AGATON Sporobolus airoides 0.1 9 BLUE WILDRYE Elymus glaucus 2A 15 GREAT BASIN WILDRYE LeynI cinereus 2.0 10 IDAHO FESCUE Festuca idahoensis 0.6 10 NEEDLE -AND -THREAD Heeperostipa conI 0.2 1 SLENDER WHEAT6RASS Elymus trachycaulus 3.3 20 SGUIRRELTAIL Elymus elymoides 3.7 20 WESTERN WHEAT&RASS Pascopyrum smithii 3_6 15 TOTAL 15.4 100 NUTRI BASE MULCH MATERIAL NUTRI BASE FROM QUATTRO ENVIRONMENTAL, AN OR6ANIG SOIL AMENDMENT AND PROTEIN -RIGH NUTRITIOUS FIBER MULCH . APPLY AT THE RATE OF 2000 LBS. PER ACRE. OR6ANIG SOIL AMENDMENT GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GALLONS PER ACRE. TAGKIFIER MULCH TAGKIFIER SOIL STABILIZER - EGOL06Y CONTROLS M -BINDER. TAGKIFIER APPLIED AT THE RATE OF 80 LBS. PER ACRE. GRANITE SEED II WEST 2100 NORTH P.O. BOX 177 LEHI, UTAH 84043 1-800-768-4433 (OR APPROVED EQUAL) DRILL SEEDIN6 DRILL SEEDING IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LESS THAN 3:1. SEED DEPOSITION SHOULD BE CALIBRATED TO A DEPTH OF 0.25 TO 0.5 INCH. FULL SIZE OR COMPACT RANGELAND DRILLS ARE RECOMMENDED. DEPENDING ON SIZE, DRILLS CAN BE PULLED BY TRACTOR OR ALL -TERRAIN VEHICLE. DRILL SEEDING SHOULD FOLLOW CONTOURS IN TOP06RAPHY TO MINIMIZE EROSION POTENTIAL. GONTRAGTOR'S OPTION TO DRILL SEED OR HYDR05EED UPLAND AREAS. HYDROSEED I N6 MIX SPECIFIED SEED AND OR6ANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF THAT WHIGH CAN BE MULCHED ON SAME DAY. KEEP OFF ROADS, WALKS, STRUCTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE AREAS. AFTER HYDROSEEDIN6 IN UPLAND AREAS, TRACK IN SEED USING A CLEATED GRAWLER WITH TRACK MARKS PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2000 LBS. PER ACRE OF FERTILE -FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TAGKIFIER. AFTER HYDROSEEDIN6 IN WETLAND AREAS, DO NOT TRACK IN SEED USING A CLEATED GRAWLER. AFTER SEEDING, MULCH AREA WITH 2000 LBS. PER ACRE OF FERTILE -FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TAGKIFIER. SEEDING TIME THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF 5EEDIN6 IS APPLIED TOO EARLY OR TOO LATE AND PROPER 6ERMINATION IS NOT FA PRIOR TO REALIZED DORMANCY THEN L LL RESEEDING SHALL BE APPLIED IN EARLY SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND SEEDLING SURVIVAL RATE. SEEDING AFTER NOVEMBER 20, 'DORMANT SEEDING' INSURES THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. TEMPORARY SUPPLEMENTAL IRRIGATION THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE IMMEDIATE VEGETATION ESTABLISHMENT IS DESIRED, SUCH 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 IS RECOMMENDED THAT, IF USED, THE IRR16ATION BE CONTINUED FOR AT LEAST TWO (2) SEASONS. SEE IRRIGATION PLANS. GENERAL MAINTENANCE AND MONITORING THE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEGETATION FOR THE PERIOD OF TWO (2) YEARS. THIS INCLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, LITTER CONTROL, WEED CONTROL AND MOWING OF TALL GRASSES AT THE DISCRETION OF ADHD STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE FORBS, SHRUBS AND TREES ARE NOT PLANTED. SITES SHALL BE VISITED EVERY TWO (2) WEEKS FOR MONITORING AND ASSESSING THE SEEDING SUCCESS. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OCCUR SEVERAL TIMES OVER THE THE NEXT TWO (2) GROWING SEASONS FOLLOWING THE REVEGETATION PROJECT. VISUAL ASSESSMENTS SHALL INCLUDE ESTIMATIONS OF VEGETATIVE COVER AND ESTABLISHMENT, VEGETATION SPEGIES COMPOSITION, SOIL CONDITIONS AND HYDROL061GAL CONDITIONS. VISUAL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVEGETATION AND SITE PREPARATION EFFORTS WILL BE REQUIRED. SITES SHOULD BE MONITORED FOR PRESENCE OF NOXIOUS WEEDS AND INVASIVE SPECIES. REAPPLY HERBIGIDE AS NEEDED FOLLOWING MANUFAGTURER'S GUIDELINES AND MAINTENANCE PERSONNEL EXPERTISE. OTHER P05T-MONITIORIN6 METHODS THAT SHOULD BE COMBINED WITH VISUAL ASSESSMENT SHALL INCLUDE LINE -POINT INTERCEPT TRANSEGTS THAT QUANTIFY REVEGETATION PR06RE55 OVER TIME. RESEEDING EFFORTS SHALL FOLLOW THE SPECIFIED SEED MIXES FOR THE PROJECT AS NOTED ABOVE. NOT TO SGALE FINISH GRADE, PER PLANS FINISH GRADE PER PLAN T)fLANTER BED CUT EDGE (TVDIt`AI AT TREES IN TURF AREAS) --PTH OF MULCH AT FER BEDS APPROVED TOPSOIL AND SOIL AMENDMENTS AS SPECIFIED PLAN VIEW NOT TO SGALE A = LENGTH, AS SPEGIFIED OR PER PLANT SCHEDULE B = 85% OF 'A' FINISH GRADE PER PLANS EDGING, PER PLANS AND DETAILS 6ROUNDGOVER PLANTING PER PLANTING PLAN MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO NOT COVER GROWNS OF PLANTS SPLIT ALL ROOT BOUND ROOTS WITH 3 EQUAL SPACED VERTICAL GUTS. TILL SOIL TO A DEPTH OF 12", BAGKFILL WITH APPROVED TOPSOIL AND SOIL AMENDMENTS, AS SPECIFIED. SECTION ' OR APPROVED EQD BARRIER FABRIC SUB6RADE NOTES: I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. 2. APPLY SPECIFIED PRE -EMERGENT PER MANUFAGTURER'S RECOMMENDATIONS TO ALL 6ROUNDGOVER BEDS. PERENNIAL & GROUNDCOVER 4 NOT TO SGALE PLANTING 4" 0. C. oz Z J N 0- <Z 0 H 2"X2" TUBULAR STEEL SUPPORT PICKET 60.G. (2)-1" HORIZONTAL HOLLOW STEEL SOLID BAR RING " HOLLOW STEEL (1)-I" HORIZONTAL HOLLOW STEEL 6„ 1 6' O.C. ___`-GONGRETE FOOTING NOTE: CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. WROUGHY IRON GATE TO BE PAINTED W/ ELEGTO STATIC PAINT - COLOR AS DIREGTED BY OWNER. 1 WROUGHT IRON FENCE EXTRUDED POST CAP (STANDARD OPTION) 1-1/2" x 5-1/2" BOTTOM RAIL WITH 1.5"X 1.25" GALVANIZED METAL INSERT 7/8" U -CHANNEL REMOVE TOUN6E ON ONE SIDE OF PANEL TO SIT FLUSH AGAINST POST PROVIDE WIND CLIPS AT POSTS AND BOTTOM RAIL SECURE PER MANUFACTURER'S RECOMMENDATIONS 7/8" x 6" TOUN6E AND GROOVE PICKET 1-1/2" x 5-1/2" BOTTOM RAIL WITH 1.5"X 1.25" GALVANIZED METAL INSERT 96" ON CENTER 91" MAXIMUM SPAN . .� .. - III1=111- 12" WIDE GONGRETE a MOWSTRIP I I I I =III=III iv i 11 I 1 . NOTES: I. REFER TO LAYOUT PLAN FOR MOW STRIP =1111 LOCATIONS. 2. SCORE JOINTS @ IO' O.G. OR AT EACH POST. 3. INSTALLATION TO BE COMPLETED IN - ACCORDANCE WITH MANUFAGTURER'5 32 SPEC,IFIGATIONS. ra",%�V�INY�L FENCE PANEL WHEN PRESENT: BUD - POINT (A MINOR CROOK IN THE TRUNK JUST ABOVE THE SOIL LINE) TO BE APPROXIMATELY 0/2" ABOVE THE SOIL / LINE SOIL LINE N HIGHEST ROOT SHALL BE 2" MAXIMUM BELOW SOIL LINE. UTILIZE SOIL/ROOT PROBE AROUND TRUNK (APPROX P-211 AWAY FROM TRUNK) TO LOCATE H16HEST ROOTS. z 0 Q o Qfw J U 0 L_ z 0 5 N in Q ■f9 ROOT FLARE/COLLAR (SWELLING AT SOIL LINE WHERE STEM TISSUE TRANSITIONS INTO ROOT TISSUE) TO BE AT SOIL LINE. --,,-ROOT PROBE ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP HOLD TOP AND BOTTOM RAILS IN PLACE WITH LOCK RING. .n" CONCRETE MOW5TRIP CONCRETE FOOTING SCORE JOINT AT EACH POST FENCE POST, SET POST PRIOR TO INSTALLATION OF MOW5TRIP PLAN VIEW 5" SQUARE VINYL FENCE POST WITH GALVANIZED METAL INSERT (TYPICAL) SET FINISH GRADE AS SPECIFIED CONCRETE FOOTING AS SPECIFIED 6" A66RE&ATE BASE COMPACTED SUB -GRADE SGALE: 1/211= 1'-0" PREVAILING WIND DIRECTION REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORIGULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. DO NOT REMOVE MAIN LEADERII RUBBER CINCH TIE 2"x 2" WOOD STAKE (LENGTH AS REQUIRED) -DO NOT PENETRATE ROOTBALL. SEE NOTE I. SET STAKES PARALLEL TO PREVAILING WIND. REMOVE TREE WRAP TRUNK PROTECTION, AFTER INSTALLATION GONSTRUGT 2" EARTH BERM AT E06E OF ROOTBALL, FILL TREE RING W/ MULCH, AS SPECIFIED. 3" THICK MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK. REMOVE BURLAP, TWINE, AND WIRE o FINISH GRADE A w B SKET FROM TOP OF ROOTBALL, //\ //\/////// // / / GOMMERGIAL SLOW RELEASE REMOVE ALL NAILS, Q w \//j\�/jam/j j\�/V //\ //V// //�/j\ FERTILIZER TABLETS � TIES, AND PLASTIC N \ \ \ tt� /\\/\\ \ \ FROM ROOTBALL. IF -III SIDES OF HOLE ROUGH 8 UNEVEN SYNTHETIC BURLAP IS // / BAGKFILL WITH APPROVED TOPSOIL UTILIZED TO WRAP AND SOIL AMENDMENTS AS THE ROOTBALL, IT SHALL BE Ell SPECIFIED. BAGKFILL IN 6 LIFTS, COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BACKFILL BIODEGRADABLE 5' MIN. DIA. SOIL 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, UNDISTURBED SOIL NOTES: I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'5 OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROGEEDIN6. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EI6HT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SL I PPA6E. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT IMMEDIATELY. 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A6ENGY APPROVAL REQUIREMENTS, GONTRAGTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. n DECIDUOUS TREE PLANTING NOT TO SGALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 -11,6536 o o SC M E ID CC U r 30.E C iD m m a) co0 ca In om m L E 7 ,, I's 3 L L L un T E a, rp (D m m< �j E 0) 5 c ch ' CD m 0Li ons > S act U c c co 13 y_ mmo 2.2 a)CbN oCJ m N U J W U J -r- 0 ( (L . . . . • 3J,a co C70 Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. h a�mw0 X y 0. Su = 4"x 5" EXTRUDED W�~4OZH WmOpJ GONGRETE EDGING X507 APPROVED TOPSOIL PPR EDT P IL -<Ow m0D<Mzm AND SOIL _ AMENDMENTS AS 5„ SPECIFIED Date COMPACTED NOTES: SUBORADE I. INCLUDE CONCRETE SCORE JOINTS AT 3' O.G. SEE DETAIL 7/L3.5 EXTRUDED CONCRETE 2 EDGING NOT TO SCALE FINISH GRADE PER PLAN T)fLANTER BED CUT EDGE (TVDIt`AI AT TREES IN TURF AREAS) --PTH OF MULCH AT FER BEDS APPROVED TOPSOIL AND SOIL AMENDMENTS AS SPECIFIED PLAN VIEW NOT TO SGALE A = LENGTH, AS SPEGIFIED OR PER PLANT SCHEDULE B = 85% OF 'A' FINISH GRADE PER PLANS EDGING, PER PLANS AND DETAILS 6ROUNDGOVER PLANTING PER PLANTING PLAN MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO NOT COVER GROWNS OF PLANTS SPLIT ALL ROOT BOUND ROOTS WITH 3 EQUAL SPACED VERTICAL GUTS. TILL SOIL TO A DEPTH OF 12", BAGKFILL WITH APPROVED TOPSOIL AND SOIL AMENDMENTS, AS SPECIFIED. SECTION ' OR APPROVED EQD BARRIER FABRIC SUB6RADE NOTES: I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. 2. APPLY SPECIFIED PRE -EMERGENT PER MANUFAGTURER'S RECOMMENDATIONS TO ALL 6ROUNDGOVER BEDS. PERENNIAL & GROUNDCOVER 4 NOT TO SGALE PLANTING 4" 0. C. oz Z J N 0- <Z 0 H 2"X2" TUBULAR STEEL SUPPORT PICKET 60.G. (2)-1" HORIZONTAL HOLLOW STEEL SOLID BAR RING " HOLLOW STEEL (1)-I" HORIZONTAL HOLLOW STEEL 6„ 1 6' O.C. ___`-GONGRETE FOOTING NOTE: CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. WROUGHY IRON GATE TO BE PAINTED W/ ELEGTO STATIC PAINT - COLOR AS DIREGTED BY OWNER. 1 WROUGHT IRON FENCE EXTRUDED POST CAP (STANDARD OPTION) 1-1/2" x 5-1/2" BOTTOM RAIL WITH 1.5"X 1.25" GALVANIZED METAL INSERT 7/8" U -CHANNEL REMOVE TOUN6E ON ONE SIDE OF PANEL TO SIT FLUSH AGAINST POST PROVIDE WIND CLIPS AT POSTS AND BOTTOM RAIL SECURE PER MANUFACTURER'S RECOMMENDATIONS 7/8" x 6" TOUN6E AND GROOVE PICKET 1-1/2" x 5-1/2" BOTTOM RAIL WITH 1.5"X 1.25" GALVANIZED METAL INSERT 96" ON CENTER 91" MAXIMUM SPAN . .� .. - III1=111- 12" WIDE GONGRETE a MOWSTRIP I I I I =III=III iv i 11 I 1 . NOTES: I. REFER TO LAYOUT PLAN FOR MOW STRIP =1111 LOCATIONS. 2. SCORE JOINTS @ IO' O.G. OR AT EACH POST. 3. INSTALLATION TO BE COMPLETED IN - ACCORDANCE WITH MANUFAGTURER'5 32 SPEC,IFIGATIONS. ra",%�V�INY�L FENCE PANEL WHEN PRESENT: BUD - POINT (A MINOR CROOK IN THE TRUNK JUST ABOVE THE SOIL LINE) TO BE APPROXIMATELY 0/2" ABOVE THE SOIL / LINE SOIL LINE N HIGHEST ROOT SHALL BE 2" MAXIMUM BELOW SOIL LINE. UTILIZE SOIL/ROOT PROBE AROUND TRUNK (APPROX P-211 AWAY FROM TRUNK) TO LOCATE H16HEST ROOTS. z 0 Q o Qfw J U 0 L_ z 0 5 N in Q ■f9 ROOT FLARE/COLLAR (SWELLING AT SOIL LINE WHERE STEM TISSUE TRANSITIONS INTO ROOT TISSUE) TO BE AT SOIL LINE. --,,-ROOT PROBE ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP HOLD TOP AND BOTTOM RAILS IN PLACE WITH LOCK RING. .n" CONCRETE MOW5TRIP CONCRETE FOOTING SCORE JOINT AT EACH POST FENCE POST, SET POST PRIOR TO INSTALLATION OF MOW5TRIP PLAN VIEW 5" SQUARE VINYL FENCE POST WITH GALVANIZED METAL INSERT (TYPICAL) SET FINISH GRADE AS SPECIFIED CONCRETE FOOTING AS SPECIFIED 6" A66RE&ATE BASE COMPACTED SUB -GRADE SGALE: 1/211= 1'-0" PREVAILING WIND DIRECTION REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORIGULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. DO NOT REMOVE MAIN LEADERII RUBBER CINCH TIE 2"x 2" WOOD STAKE (LENGTH AS REQUIRED) -DO NOT PENETRATE ROOTBALL. SEE NOTE I. SET STAKES PARALLEL TO PREVAILING WIND. REMOVE TREE WRAP TRUNK PROTECTION, AFTER INSTALLATION GONSTRUGT 2" EARTH BERM AT E06E OF ROOTBALL, FILL TREE RING W/ MULCH, AS SPECIFIED. 3" THICK MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK. REMOVE BURLAP, TWINE, AND WIRE o FINISH GRADE A w B SKET FROM TOP OF ROOTBALL, //\ //\/////// // / / GOMMERGIAL SLOW RELEASE REMOVE ALL NAILS, Q w \//j\�/jam/j j\�/V //\ //V// //�/j\ FERTILIZER TABLETS � TIES, AND PLASTIC N \ \ \ tt� /\\/\\ \ \ FROM ROOTBALL. IF -III SIDES OF HOLE ROUGH 8 UNEVEN SYNTHETIC BURLAP IS // / BAGKFILL WITH APPROVED TOPSOIL UTILIZED TO WRAP AND SOIL AMENDMENTS AS THE ROOTBALL, IT SHALL BE Ell SPECIFIED. BAGKFILL IN 6 LIFTS, COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BACKFILL BIODEGRADABLE 5' MIN. DIA. SOIL 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, UNDISTURBED SOIL NOTES: I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'5 OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROGEEDIN6. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EI6HT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SL I PPA6E. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT IMMEDIATELY. 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A6ENGY APPROVAL REQUIREMENTS, GONTRAGTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. n DECIDUOUS TREE PLANTING NOT TO SGALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 -11,6536 o o SC M E ID CC U r 30.E C iD m m a) co0 ca In om m L E 7 ,, I's 3 L L L un T E a, rp (D m m< �j E 0) 5 c ch ' CD m 0Li ons > S act U c c co 13 y_ mmo 2.2 a)CbN oCJ m N U J W U J -r- 0 ( (L . . . . • 3J,a co C70 Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L1.5 h a�mw0 X y 0. Su ` W�~4OZH WmOpJ X507 -<Ow m0D<Mzm Np a�Zm .i< U 7w aZ}W 0 REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L1.5 SYSTEM OPERATIONAL NOTES SYSTEM OPERATION: (BASED ON H15TORIGAL CLIMATE) CONTROLLER SETUP: A GYGLIN6 TEGHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION RUN TIME WILL BE APPLIED WITH THREE (3) DIFFERENT START TIMES. THEREFORE STATION RUN TIMES REFLECT ONE THIRD (1/3) THE TOTAL APPLICATION. PEAK WATER APPLICATION WILL REQUIRE IRRIGATION EVERY NIGHT. SET GONTROLLER5 FOR START TIME #1 AT 7:30P.M., START TIME #2 AT 12:OOA.M., AND START TIME #3 M AT 5:30A.M. EXTEND WATER WINDO IF REQUIRED TO MEET PEAK WATER REQUIREMENTS. INITIAL STATION RUN TIMES: DRIP ZONES: SHRUBS - 15 MINUTE GYGLES. SPRAY ZONES: TURF - 3 MINUTE GYGLES. ROTOR ZONES: TURF - 7 MINUTE GYGLES. SYSTEM BALANCING: L AS THE SYSTEM OPERATES, SOME ZONES WILL BE NET WHILE OTHERS ARE DRY. ADJUST ONLY THOSE STATIONS WHIGH REQUIRE ADDITIONAL OR LESS WATER. FOR EXAMPLE, IF STATION A7, A 50'-0" ROTORY ZONE IS ALWAYS DRY, GHAN6E THE STATION A7 RUN TIME FROM FIFTEEN (15) MINUTES TO SIXTEEN (I6) MINUTES. CONTINUE MAKING ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT 15 ACCEPTABLE. USE NOZZLE GHAN6E5 OR NOZZLE SGREW ADJUSTMENTS TO ADJUST NET AND DRY AREAS WITHIN A ZONE. IRRIGATION NOTES I. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 205 K G.P.M. WITH 45 P.S.I. AT THE MAINLINE CONNECTION POINTS AND 40 P.S.I. AT THE HEADS. 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4" DIAMETER. 3. 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. 4. GOORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MEGHANIGAL, AND ELEGTRIGAL ENGINEERING SHEETS. 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RE5PEGTIVE GONTRAGTOR5. 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR J GAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDIN6 TO 24" ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS GOMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF GURB OR EDGE OF PAVEMENT. PROVIDE GOMPAGTED BACKFILL AS NECESSARY AT HARD SURFAGE LOGATION5. 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. 8. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER. VERIFY TYPE OF METER AND INSTALLATION REQUIREMENTS WITH MUNICIPALITY OR WATER DISTRICT. 9. IRRIGATION GONTROLLER(5) ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED HELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED GONNEGTION5 TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDINC75 THROUGH APPROPRIATE SIZED CONDUIT. 10. ALL HEADS ARE TO BE 4" POP-UP IN LAWN AREAS AND 12" POP-UP IN SHRUB AND GROUND GOVER AREAS. IRRIGATED AREAS GONTAININ6 VEGETATION WHIGH POTENTIALLY MAY IMPEDE PERFORMANCE OF A 4" POP-UP SPRINKLER ARE TO BE REPLACED WITH A 12" HIGH POP-UP SPRINKLER. II. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE GODE5, LOCAL GODE5, AND MANUFAGTURER'5 REGOMMENDATION5. 12. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENGHIN6 OPERATIONS. 13. CONTRACTOR SHALL REFER TO 5PEGIFIGATION5 AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. G 14. ALL 24 VOLT POWER WIRES SHALL BE #14 AW6 COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVG CONDUIT. ONE POWER WIRE SHALL BE PROVIDED BACK TO THE CONTROLLER FOR EAGH VALVE. ALL COMMON WIRES SHALL BE #12 AW6 COPPER. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT (10'-0") INTERVALS. 15. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. 16. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS -BUILT DRAWING ON MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. 17. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS F Q AGGEPTANGE; REPAIR OR REPLACEMENT OF ANY DEFEGTS OGGURRIN6 WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. 18. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA G05T WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. -6 ICI. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PEP FORMANGE SPEGIFIED, AND SHALL MEET THE 0 REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPEGIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF o THE OWNER. 20. IRRI&ATION CONTRACTOR SHALL MAKE NEGESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE A5 -BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID DAMAGING EXISTING TREE E ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD GOVERA&E. co 21. IRRIGATION PIPING LAYOUT IS SGHEMATIG. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY SHALL BE LOCATED IN THE LAN05GAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. 3: 22. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SGHEMATIG IN o NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. > 23. IRRIGATION GONTRAGTOR SHALL USE THE MANUFAGTURER'5 APPROVED PRESSURE REGULATING MODULE AS SPEGIFIED TO ADJUST ZONE OPERATING PRESSURES TO AN AVERAGE OF 30 P.S.I. IN SPRAY ZONES AND 35-40 P.S.I. Q IN ROTOR ZONES. D 24. ALL MAIN LINE FITTINGS SHALL BE LEEMGO DUCTILE IRON PUSH ON TYPE UNLESS NOTED FOR LATERAL 5ERVIGE. 25. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRI6ATION SYSTEM REMAINS OPERABLE DURIN6 GON5TRUGTION. -026. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY -0 RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED WITH NEW PRODUCTS 91 OF EQUAL OR GREATER VALUE BY THE IRRIGATION CONTRACTOR, AT NO `o EXPENSE TO THE OWNER. 27. CONTRACTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING OPERATIONS TO ENSURE HEAD TO HEAD COVERA6E AND TO BE FLUSH WITH NEW FINISH GRADES. 28. IN THE EVENT OF A 0156REPANGY, IMMEDIATELY NOTIFY THE LANDSCAPE ARGHITEGT. C rn L N m 0) t ~ I N 0.«., I B o 1 _C: , �+ 0 AN o SITE KEY MAP Z■ Scale: I"= 300'-0" 1 2 3 PHASE ONEj OVERALL IRRIGATION PLAN DRIP IRRIGATION NOTES I. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE IRRI6ATION SYSTEM, 'NETAFIM' TEGHLINE RW OR APPROVED EQUAL. ALL TREES IN THE NOTED AREA ARE TO BE IRRIGATED AS PER DETAIL. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFAGTURER'5 RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: A. AN INLINE EMMITTER DRIP LINE TUBINO SHALL BE USED. THE EMITTER 5PAGIN& SHALL BE E16HTEEN INGHES (18") AND THE EMITTER FLOWS ARE TO BE .6 G.P.H. LATERALS SHALL BE 5PAGED AT E16HTEEN INCHES (IS"). B. A FILTER WITH A TRIFLUREX RING SHALL BE INSTALLED ON EACH ZONE. THE FILTER SHALL BE INSTALLED IN GONJUGTION WITH AN ELEGTRIG REMOTE CONTROL VALVE AS SPEGIFIED (SIZE AS NOTED ON SCHEDULE). THE FILTER MODEL SHALL BE A 3/4" 150 MESH DISC, FILTER (HYO -75). SEE DETAIL. G. ALL ZONES SHALL BE INSTALLED WITH A LINE FLUSHING VALVE. INSTALL WITH COLLAR. SEE DETAIL. D. ALL ZONES SHALL HAVE AN AIR/ VACUUM RELIEF VALVE, SEE DETAIL. THESE SHALL BE INSTALLED AT THE HIGHEST POINTS WITHIN THE ZONES. E. ALL TUBING SHALL BE STAKED DOWN WITH TLS& SIX INCH (6") SOIL STAPLES TO PREVENT EXPOSURE OF PIPE THROUGH MULCH, SEE DETAIL. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL THE DRIP SYSTEM SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL. EXTRA EMITTERS ARE TO BE INSTALLED AT ALL TREES PLANTED WITHIN THE PLANTER BEDS TO INSURE PROPER WATERING IF NEGESSARY. 3. THE CONTRACTOR IS RESPONSIBLE TO 5GHEDULE A MEETING WITH THE LANDSCAPE ARGHITEGT AND THE OWNER'S REPRESENTATIVE BEFORE PROGEEDIN6 WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. NO GHAN6ES IN MATERIAL SPEGIFIED OR TO THE DESI6N OF THE SYSTEM SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LAN05GAPE ARGHITEGT. 4. ALL PVC, LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM DEPTH OF TWELVE INCHES (12"). SIZE AS NECESSARY. (SEE PIPE SIZING NOTES ON THIS SHEET) 5. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE GONTRAGTOR IS RESPONSIBLE TO PROVIDE THE OWNER WITH A5 -BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. 6. PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRI6ATION. BURY DRIP LINE AT 4" MIN. TO HIDE FROM VIEW, LOCATE DRIP LINE TO MINIMIZE THE NUMBER OF EMITTERS REQUIRED, ADJUST DRIP LINE LOCATION TO OBTAIN GOMPLETE GOVERAOE. REFER TO NOTES FOR 5PEGIFIGATION5. PRESSURE IRRIGATION SYSTEM NON -POTABLE WATER NOTES I. ALL VALVE BOXES, QUIGK COUPLER VALVES, SPRINKLER HEAD COVERS, AND AUTOMATIC, CONTROL VALVES SHALL BE PURPLE TINTED IDENTIFICATION MATERIAL, MARKED WITH "DO NOT DRINK" WARNING. 2. INSTALL FINDER TAPE OVER ALL IRRIGATION MAINS. TAPE SHALL BE 2" WIDE, METALLIC, RED IN COLOR, WITH THE WORDS "DAN&ER - UNSAFE WATER" OR "NON -POTABLE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN 51X INGHES (6") AND E16HTEEN INGHES (18") BELOW THE SURFAGE, DIREGTLY ABOVE THE TOP OF THE PIPE. CAUTION NOTICE THE GONTRAGTOR IS 5PEGIFIGALLY GAUTIONED 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 IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE GONTRAGTOR MUST GALL THE LOCAL UTILITY LOCATION GENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 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. 4 5 6 7 8 3 4 ORIGINAL SURVEY ON EIDE AT IDAHO SURVEY GROUP OF o c I U PI o 116536 ew s S STOCKENHAM CT.: .. 8„ \\ 4 3 BLOCK 6 5 Too m �^ TW 4 5 ,4S S 21 22 LOCATE LIGHTING ARRESTOR 10' AWAY FROM GROUNDING ROD 13 12 7 E PEACEFUL POND DR. Teem BLOCK 4 6 7 8 E FRATELLO ST 23 24 BLOCK 3 - - I TM 9 25 26 11 BLOCK 6 10 9 Too 8"S 10 DECODER/ GROUNDING ROD ASSEMBLY WIRE SPLICE L E 10 H GRADE ✓E BOX L6 GONNEGTOR5 (SPLICE ALL PAIRS) =ORMED SUPER SERVI5EAL RPROOF WIRE 5PLIGE KIT K 1 SHIELDED GABLE. LEAVE 3LAGK WIRE ROLLED NEATLY =R FABRIC BARRIER EEP PEA GRAVEL SUMP 11 NOT TO SCALE 12 13 14 >1 0 o ID >\ c rn m 2 , �.0N �- om 3 m c r 3 0 1 m Q = m -E m m o❑ � 0 > chca Tom 3 7sO e m. w C.0L ma 11b rd z°U C �c O� T Vi c o m .m CO WO SII:, BLOCK 7 3I U J W U- � 0 LO .... • 3�a cacD >1 >\ 2 m Tom Cn _ W E PEACEFUL POND DR. 3 X \ o > cn ,� m O 32 �. V) 3 7>dT m -m �_ BLOCK 3 > 31 >II 28 27 6 Too 29 To 12" DIA. HEAVY DUTY PLA5TIG VALVE BOX WITH LOGKIN6 LID DBM OR DBY CONNEGTOR5 AS REQU I RED. 2 OR 4 STATION DECODER CONNECT DECODER TO REBAR WITH TWO STAINLESS STEEL STRAPS. TWO WIRE GOMMUNIGATION WIRES FILTER FABRIC BARRIER TO ENCOMPASS ROCK VALVE BOX EXTENSION AS REQU I RED PAVING BRICK OR 2"x4" REDWOOD 6" DEEP PEA GRAVEL SUMP TWO WIRE COMMUNICATION WIRE PATH TO FOLLOW MAINLINE IN TRENCH #4 REBAR TO EXTEND A MIN. OF 18" BELOW &RAVEL. 15 NOT TO SGALE 16 Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. c CD a Z N ° Z 0 0 _ a Z Z O w JW Z LL 0 J N w U z J 0 o z x W zLL 0 W w _ co 0 p oz >Q mQO�_ 0 cr DC CD Er LU UJ z2 J zJ Q O W w J Q > W 0 CD Ir Ir CD0 z Q�oW y ox "o i.W,--Zl-. poo- ly Wm°0 cc m0D42Z2 No U DLU z JQ�V 7W aZ}W 2 O v REVISIONS ' No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: MS, JB U DATE: 9/6/17 a 0 SHEET NUMBER O T L2.0 71 L J T [e] F 0 N 0 t✓ E E as a m 0 v �o c m L R a> J T a a) `0 0_ rn c 0 C rn L cV v as 0 Q v_ B N 0 z a� C a) CV 0 A N CO U m 0 L Q i I -I v,.,% _ L A IRRIGATION PLAN -AREA ONE 50 0 50 (00 CIO • • L .A. SITE KEY MAP 71 Scale: I"= 300'-0" ZONE SCHEDULE ZONE # GPM PSI VALVE SIZE RI 14.37 40 1Y2" 150 R2 22.45 40 V2" 150 R3 24.26 40 1Y2" 150 R4 23.81 40 1Y2" 150 R5 23.04 40 (Y2" 150 TSI H.72 40 11,100 T52 22.15 40 111100 T55 21.14 40 111100 T54 15.3 40 111100 T55 18.bq 40 111100 T56 25.00 40 11,100 T57 20.64 40 111100 TSO 41.28 40 111100 TSq 10.32 40 111100 T510 16.24 40 111100 T511 28.8 40 11,100 T512 26.64 40 111100 T515 25.86 40 111100 T514 22.5q 40 111100 T515 30.16 40 111100 T516 10.32 40 11,100 DI 3.22 30 11,100 02 ro bq 30 111100 03 5.50 30 111100 * VALVE FOR DRIP ZONE 2 (D2) TO BE INSTALLED WITH PHASE ONE PER DETAILS. GAP/PLUG DOWNSTREAM OF VALVE FOR FUTURE EXTENSION INTO PHASE 2 LANDSCAPE AREA. ■ DRIP MATERIAL LEGEND DRIP - AREA ONE 777777777 JJJJJJJJJ OR - JJJJJJJJJ JJJJJJJJJ AREA JJJJJJJJJ THO* DRIP AREA THREE DRIP - AREA FOUR GINAL SURVEY ON FILE AT IDAHO SU CALLOUT LEGEND OINSTALL SADDLE TAP ON PRESSURE IRRIGATION LINE IN THI5 APPROXIMATE LOCATION, FIELD VERIFY. GONNEGT TO NEW MAIN LINE OR REMOTE CONTROL VALVE PER PLANS. 51ZE TO MATCH MAINLINE AND PRESSURE IRRIGATION MAIN PER PLANS. SEE DETAILS AND CIVIL PLANS FOR ADDITIONAL INFORMATION. OGONNEGT NEW CONTROL HIRES TO EXISTING HALL MOUNTED IRRIGATION GONTROLLER. GONNEGT 120 VOLT AS REQUIRED. ALL ABOVE GRADE HIRES SHALL BE LOGATED IN APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION GONTRAGTOR SHALL BE RESPONSIBLE TO GOORDINATE WITH CERTIFIED ELEGTRIGAL GONTRAGTOR FOR ALL ELEGTRIGAL GONNEGTION5. IRRIGATION GONTRAGTOR SHALL ENSURE ALL GONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL AFTER TRENGHING HAS FINISHED. OROUTE THO HIRE CONTROL HIRES ALONG ALONG PRESSURE IRRIGATION LINE IN THIS 3 APPROXIMATE LOCATION. FIELD VERIFY. REFER TO GIVIL PLANS FOR ADDITIONAL INFORMATION. LOCATE CONTROL HIRES ALONG NEW MAINLINE PER TRENGHING DETAIL. OEXTEND EXTRA WIRES TO THI5 POINT, COIL APPROXIMATELY 24" LENGTH OF EXTRA 4 HIRES IN SEPARATE VALVE BOX AT THI5 LOCATION. OINSTALL OPERATION INDICATOR AT END OF DRIPZONE LINE TO ENSURE PROPER 5 FUNGTIONALITY. SEE DETAIL. 6 GAP END OF MAINLINE PIPE IN THI5 APPROXIMATE AREA. ENSURE A HATER TIGHT FITTING. SEE DETAIL. OLOCATE MAINLINE AND ALL A550GIATED IRRIGATION EQUIPMENT IN ADJAGENT COMMON AREA. SEE SLEEVE LOGATION5 FOR HARDSGAPE GRO551 N65. OLOCATE IRRIGATION PIPE AND CONTROL HIRES IN SLEEVE PROVIDED BY OTHERS IN 8 THI5 APPROXIMATE LOCATION. FIELD VERIFY. OSAVE AND PROTECT EXISTING IRRIGATION IN THIS AREA. ADJUST HEAD LOGATION5 AS NEEDED TO AGGOMMODATE NEW 51TE IMPROVEMENTS. REMOVE AND REUSE EXISTING SPRINKLER HEADS IN AREAS OF DEMOLITION. GAP PIPE TO ALLOW EXISTING SYSTEM TO FUNGTION DURING GON5TRUGTION. PROVIDE SHOP DRAWING OF NEW HEAD LAYOUT AT DEMOLITION AREA. ENSURE HEAD TO HEAD GOVERAGE. VERIFY EXISTING GONDITIONS, GONTRAGTOR SHALL BE RESPONSIBLE TO PROVIDE ALL FITTINGS FOR FULLY FUNCTIONAL HATER TIGHT SYSTEM. PROVIDE NEW MATERIALS AS REQUIRED TO PATCH BACK TO THE EXISTING GONDITION5. GOORDINATE AS REQUIRED. 10 2" 5GHEDULE 40 PVG CONDUIT HIRE SLEEVE. ROUTE TO GONTROLLER LOCATION PER LOGAL GODE5 AS REQUIRED. COORDINATE WITH ELEGTRIGAL. GGUT AND GAP EXISTING MAINLINE IN THI5 APPROXIMATE LOGATION TO ALLOW EXISTING SYSTEM TO FUNCTION DURING GON5TRUGTION. GONTRAGTOR 15 RESPONSIBLE TO FIELD VERIFY EXISTING GONDITION5 AND EXISTING MAINLINE LOCATION. GONTRAGTOR SHALL BE RESPONSIBLE TO PROVIDE ALL FITTINGS FOR FULLY FUNGTIONAL HATER TIGHT SYSTEM. 12 GONNEGT MAINLINE TO EX15TINO ABOVE GROUND IRRIGATION PIPE WITH FITTIN65 AS REQUIRED. LIGATION MATERIAL LEGEN SYMBOL DESCRIPTION D 0 0• O 0 e(5 O 'TORO' 570 SERIES (5-7OZ-4P-PRX-GOM-E) POP-UP ;S Cc RC i7 i5 12 to 8 5 SPRAY SPRINKLERS. NOZZLE WITH PREGI510N SERIES 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 GROU M 41 o N E O C U o mC r1/ ru n u N VN N 0 M �r E -0 CU 3L E "w m m co hMl u m a" N N C C O W L T 5 aCbU c N0 +�+` m r .� m m U w'a ama .`00N Z° C O N o C: o m.� m 3 c a UJ W (.7 �J 3 �L a7 . . . . . . LL 11 coo Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of I.ckon Land Design, Inc. is unlawful and subject to criminal prosecution. Ch aLU�W rn W y�Wo�~uo0��zl- �, yw CC £p ca QC'WW Non<Mzm .iQv 7W a?}W v REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L2.1 fVJJ V z z O U CD z O U O O T NOZZLES AS INDICATED ON PLANS. SEE DETAIL. 'TORO' 300 SERIES (300-00-15-E) POP-UP ROTARY +00000 SPRINKLERS. NOZZLE WITH ADJUSTABLE NOZZLES AS 26 24 21 t INDIGATED ON PLANS. SEE DETAIL. RAIN BIRD PE5B-R-PRS-D ELEGTRIG REMOTE CONTROL VALVE, WITH PRESSURE RE6ULATIN6 MODULE. RAIN BIRD XGZ-PRBR-GOM ELEGTRIG REMOTE CONTROL VALVE (IN DRIP ZONES). SEE ZONE 5GHEDULE FOR VALVE SIZE. SEE DETAIL. Q TSV REMOTE VALVELABEL(T5 = TURF SPRAY, R ROARYSPRAY, 5GHEDULE 40 SOLVENT HELD PVG LATERAL LINE, SIZE 11/411 AS INDIGATED ON PLANS. PROVIDE ONE (1) KING DRAIN AUTOMATIG DRAIN VALVE AT LOH POINT OF EACH LATERAL ZONE. GLASS 200 6A5KETED PVG MAIN LINE. 51ZE AS INDIGATED ON PLANS. PI PRESSURE IRRIGATION MAIN LINE PER CIVIL DRAWINGS. 5GHEDULE 40 IRRIGATION SLEEVE, 51ZE AS INDIGATED - - - - - - - ON PLANS. (Provide an additional 2" sleeve at all main 6" SLV line sleeve locations for control wires.) - - - - - - - - IRRIGATION CONTROL HIRE LOCATION. LEEMGO "LV" SERIES ANGLE VALVE OR APPROVED ® EOUAL, MINIMUM 2" LATERAL GONNEGTION, SIZE TO MATCH MAINLINE. SEE DETAIL. I" RAINBIRD 5NP OUIGK GOUPLIN6 VALVE H/ 204q ISR COVER KEY, 55K-1 VALVE KEY, AND 5H-1 H05E SNIVEL, SEE DETAIL. NIBGO MANUAL DRAIN VALVE 51ZE TO MATCH MAINLINE, SEE DETAIL. GRI5PIN AIR RELEASE VALVE, SIZE TO MATCH MAIN LINE, SEE DETAIL. EXISTING RAINBIRD ESP-LXD SERIES 200 STATION DECODER GONTROLLER WITH DECODER PROGRAMING UNIT, ET MANAGER GARTRI06E AND METAL HALL MOUNT CASE. MODEL NUMBERS (E5P-LXD-200), (DPU -210), (ETG-LX) AND (LXMM). INSTALLED DURING PHASE I. SEE DETAIL. O ®®©®® RAIN BIRD I, 2, 4, 6 STATION, SENSOR, AND SURGE PROTEGTION DEGODER5. 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 GROU M 41 o N E O C U o mC r1/ ru n u N VN N 0 M �r E -0 CU 3L E "w m m co hMl u m a" N N C C O W L T 5 aCbU c N0 +�+` m r .� m m U w'a ama .`00N Z° C O N o C: o m.� m 3 c a UJ W (.7 �J 3 �L a7 . . . . . . LL 11 coo Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of I.ckon Land Design, Inc. is unlawful and subject to criminal prosecution. Ch aLU�W rn W y�Wo�~uo0��zl- �, yw CC £p ca QC'WW Non<Mzm .iQv 7W a?}W v REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L2.1 fVJJ V z z O U CD z O U O O T fkl L 7 T 1 L A IRRIGATION PLAN -AREA TWO ` 30 0 30 60 10 11111111111 1 1 7= E SCALE: I"= 30'-0" a m 0 v �o c m L R D a) 131) a> J T a a) `0 0_ rn c 0 C rn L cV v as Q v_ B N 0 z a� C a) CV 0 A N CO U m 0 L Q i L .A. SITE KEY MAP 71 Scale: I"= 300'-0" ZONE SCHEDULE ZONE # GPM PSI VALVE SIZE RI 14.37 40 1Y2" 150 R2 22.45 40 V2" 150 R3 24.26 40 1Y2" 150 R4 23.81 40 1Y2" 150 R5 23.04 40 (Y2" 150 TSI H.72 40 11,100 T52 22.15 40 111100 T55 21.14 40 111100 T54 15.3 40 111100 T55 18.bq 40 111100 T56 25.00 40 11,100 T57 20.64 40 111100 T58 41.28 40 111100 TSq 10.32 40 111100 T510 16.24 40 111100 T511 28.8 40 11,100 T512 26.64 40 111100 T515 25.86 40 111100 T514 22.5q 40 111100 T515 30.16 40 111100 T516 10.32 40 11,100 DI 3.22 30 11,100 02 ro bq 30 111100 03 5.50 30 111100 * VALVE FOR DRIP ZONE 2 (D2) TO BE INSTALLED WITH PHASE ONE PER DETAILS. GAP/PLUG DOWNSTREAM OF VALVE FOR FUTURE EXTENSION INTO PHASE 2 LANDSCAPE AREA. 1♦ � DRIP MATERIAL LEGEND DRIP - AREA ONE 777777777 JJJJJJJJJ OR - JJJJJJJJJ JJJJJJJJJ AREA JJJJJJJJJ THO* DRIP AREA THREE DRIP - AREA FOUR GINAL SURVEY ON FILE CALLOUT LEGEND AHO SU OINSTALL SADDLE TAP ON PRESSURE IRRIGATION LINE IN THI5 APPROXIMATE LOCATION, FIELD VERIFY. GONNEGT TO NEW MAIN LINE OR REMOTE CONTROL VALVE PER PLANS. 51ZE TO MATCH MAINLINE AND PRESSURE IRRIGATION MAIN PER PLANS. SEE DETAILS AND CIVIL PLANS FOR ADDITIONAL INFORMATION. OGONNEGT NEW CONTROL HIRES TO EXISTING HALL MOUNTED IRRIGATION GONTROLLER. GONNEGT 120 VOLT AS REQUIRED. ALL ABOVE GRADE HIRES SHALL BE LOGATED IN APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION GONTRAGTOR SHALL BE RESPONSIBLE TO GOORDINATE WITH CERTIFIED ELEGTRIGAL GONTRAGTOR FOR ALL ELEGTRIGAL GONNEGTION5. IRRIGATION GONTRAGTOR SHALL ENSURE ALL GONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL AFTER TRENGHING HAS FINISHED. OROUTE THO HIRE CONTROL HIRES ALONG ALONG PRESSURE IRRIGATION LINE IN THIS 3 APPROXIMATE LOCATION. FIELD VERIFY. REFER TO GIVIL PLANS FOR ADDITIONAL INFORMATION. LOCATE CONTROL HIRES ALONG NEW MAINLINE PER TRENGHING DETAIL. OEXTEND EXTRA WIRES TO THI5 POINT, COIL APPROXIMATELY 24" LENGTH OF EXTRA 4 HIRES IN SEPARATE VALVE BOX AT THI5 LOCATION. OINSTALL OPERATION INDICATOR AT END OF DRIPZONE LINE TO ENSURE PROPER 5 FUNGTIONALITY. SEE DETAIL. 6 GAP END OF MAINLINE PIPE IN THI5 APPROXIMATE AREA. ENSURE A HATER TIGHT FITTING. SEE DETAIL. OLOCATE MAINLINE AND ALL A550GIATED IRRIGATION EQUIPMENT IN ADJAGENT COMMON AREA. SEE SLEEVE LOGATION5 FOR HARDSGAPE GRO551 N65. OLOCATE IRRIGATION PIPE AND CONTROL HIRES IN SLEEVE PROVIDED BY OTHERS IN 8 THI5 APPROXIMATE LOCATION. FIELD VERIFY. OSAVE AND PROTECT EXISTING IRRIGATION IN THIS AREA. ADJUST HEAD LOGATION5 AS NEEDED TO AGGOMMODATE NEW 51TE IMPROVEMENTS. REMOVE AND REUSE EXISTING SPRINKLER HEADS IN AREAS OF DEMOLITION. GAP PIPE TO ALLOW EXISTING SYSTEM TO FUNGTION DURING GON5TRUGTION. PROVIDE SHOP DRAWING OF NEW HEAD LAYOUT AT DEMOLITION AREA. ENSURE HEAD TO HEAD GOVERAGE. VERIFY EXISTING GONDITIONS, GONTRAGTOR SHALL BE RESPONSIBLE TO PROVIDE ALL FITTINGS FOR FULLY FUNCTIONAL HATER TIGHT SYSTEM. PROVIDE NEW MATERIALS AS REQUIRED TO PATCH BACK TO THE EXISTING GONDITION5. GOORDINATE AS REQUIRED. 10 2" 5GHEDULE 40 PVG CONDUIT HIRE SLEEVE. ROUTE TO GONTROLLER LOCATION PER LOGAL GODE5 AS REQUIRED. COORDINATE WITH ELEGTRIGAL. GGUT AND GAP EXISTING MAINLINE IN THI5 APPROXIMATE LOGATION TO ALLOW EXISTING SYSTEM TO FUNCTION DURING GON5TRUGTION. GONTRAGTOR 15 RESPONSIBLE TO FIELD VERIFY EXISTING GONDITION5 AND EXISTING MAINLINE LOCATION. GONTRAGTOR SHALL BE RESPONSIBLE TO PROVIDE ALL FITTINGS FOR FULLY FUNGTIONAL HATER TIGHT SYSTEM. 12 GONNEGT MAINLINE TO EX15TINO ABOVE GROUND IRRIGATION PIPE WITH FITTIN65 AS REQUIRED. LIGATION MATERIAL LEGEN SYMBOL DESCRIPTION D 0 0• O 0 e(5 O 'TORO' 570 SERIES (5-7OZ-4P-PRX-GOM-E) POP-UP iS Cc RC i7 i5 12 to 8 5 SPRAY SPRINKLERS. NOZZLE WITH PREGI510N SERIES 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 GROU M 41 o N E O C U o mC rru n u N VN N 0 M �r E -0 CU 3L E "w m m co hMl u m a" N N C C O W L T 5 aCbU c N0 +�+` m r .� m m U w'a ama .`00N Z° C O N o C: o m.� m 3 c a UJ W (.7 �J 3 �L a7 . . . . . . LL 11 coo Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of I.ckon Land Design, Inc. is unlawful and subject to criminal prosecution. Ch aLU�W rn W y�Wo�~uo0��zl- �, yw CC £p ca QC'WW Non<Mzm �4 U 7W a?}W v REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L2.2 fVJJ V z z O U CD z O U O O T NOZZLES AS INDICATED ON PLANS. SEE DETAIL. 'TORO' 300 SERIES (300-00-15-E) POP-UP ROTARY +00000 SPRINKLERS. NOZZLE WITH ADJUSTABLE NOZZLES AS 26 24 21 t INDIGATED ON PLANS. SEE DETAIL. RAIN BIRD PE5B-R-PRS-D ELEGTRIG REMOTE CONTROL VALVE, WITH PRESSURE RE6ULATIN6 MODULE. RAIN BIRD XGZ-PRBR-GOM ELEGTRIG REMOTE CONTROL VALVE (IN DRIP ZONES). SEE ZONE 5GHEDULE FOR VALVE SIZE. SEE DETAIL. Q TSV REMOTE VALVELABEL(T5 = TURF SPRAY, R ROARYSPRAY, 5GHEDULE 40 SOLVENT HELD PVG LATERAL LINE, SIZE 1411 AS INDIGATED ON PLANS. PROVIDE ONE (1) KING DRAIN AUTOMATIG DRAIN VALVE AT LOH POINT OF EACH LATERAL ZONE. GLASS 200 6A5KETED PVG MAIN LINE. 51ZE AS INDIGATED ON PLANS. PI PRESSURE IRRIGATION MAIN LINE PER CIVIL DRAWINGS. 5GHEDULE 40 IRRIGATION SLEEVE, 51ZE AS INDIGATED - - - - - - - ON PLANS. (Provide an additional 2" sleeve at all main 6" SLV line sleeve locations for control wires.) - - - - - - - - IRRIGATION CONTROL HIRE LOCATION. LEEMGO "LV" SERIES ANGLE VALVE OR APPROVED ® EOUAL, MINIMUM 2" LATERAL GONNEGTION, SIZE TO MATCH MAINLINE. SEE DETAIL. I" RAINBIRD 5NP OUIGK GOUPLIN6 VALVE H/ 204q ISR COVER KEY, 55K-1 VALVE KEY, AND 5H-1 H05E SNIVEL, SEE DETAIL. NIBGO MANUAL DRAIN VALVE 51ZE TO MATCH MAINLINE, SEE DETAIL. GRI5PIN AIR RELEASE VALVE, SIZE TO MATCH MAIN LINE, SEE DETAIL. EXISTING RAINBIRD ESP-LXD SERIES 200 STATION DECODER GONTROLLER WITH DECODER PROGRAMING UNIT, ET MANAGER GARTRI06E AND METAL HALL MOUNT CASE. MODEL NUMBERS (E5P-LXD-200), (DPU -210), (ETG-LX) AND (LXMM). INSTALLED DURING PHASE I. SEE DETAIL. O ®®©®® RAIN BIRD I, 2, 4, 6 STATION, SENSOR, AND SURGE PROTEGTION DEGODER5. 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 GROU M 41 o N E O C U o mC rru n u N VN N 0 M �r E -0 CU 3L E "w m m co hMl u m a" N N C C O W L T 5 aCbU c N0 +�+` m r .� m m U w'a ama .`00N Z° C O N o C: o m.� m 3 c a UJ W (.7 �J 3 �L a7 . . . . . . LL 11 coo Copyright © 2017 All rights reserved. Reproduction or use in any form or by any means without written permission of I.ckon Land Design, Inc. is unlawful and subject to criminal prosecution. Ch aLU�W rn W y�Wo�~uo0��zl- �, yw CC £p ca QC'WW Non<Mzm �4 U 7W a?}W v REVISIONS Date Description PROJECT NO.: 17126 DRAWN BY: LP CHECKED BY: MS, JB DATE: 9/6/17 SHEET NUMBER L2.2 fVJJ V z z O U CD z O U O O T L 7 T F Q 0 0 N 0 L Q) E (D C 0 a) c L iz D CID T N `o rn C 0 C ° rn L N m Q U B N 0 z T C L N i 0 AN 0 T_ L DISTANCE CHART REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EAGH SIZE/TYPE FITTING WITHIN WHIGH ALL JOINTS JUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFAGTURERS RECOMMENDATIONS Q 5PEGIFIGATION5. AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL GHANGE OF q0°, REFER TO CHART UNDER PIPE SIZE TO 3" AND UNDER BENDS qO YOU WILL SEE THE DISTANCE OF II'. IF THERE 15 ANY JOINT (VALVE, BELL, ETC,.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN II' OF THE q0° MAINLINE DIRECTIONAL GHANGE. PIPE NO. BOLTS BENDS TORQUE FT -LBS. 2" REDUCERS 3/8" x 2.5" DEAD END SIZE 110 220 450 900 1 STEP 2 STEP 3 STEP BLIND SERV. B. 2" I' I' 2' 6' - - - Iq' 6' 2.5" I' 2' 4' q' 4' - - 23' 10' 3" 2' 3' 5' 11' 8' 10' - 30' 15' 4" 2' 4' q' 20' 14' 20' 31' 45' 25' 6" 3' 6' 13' 2q' 30' 40' 53' 63' 40' 8' 41 8� 15� 38" 33' 55, 63, 83, �0' loll5 CIVIL. q Iq 45 31 561 75' 100 q0 2 5 O 21 53 54 58 7q 8 O INSTALLATION CHART REFER TO THE FOLLOWING TABLE WHIGH LISTS THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE 51ZE OF PIPE WHIGH IS 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 3/8" x 2.5" 20 3" 2 3/8" x 2.5" 20 4" 2 1/2" x 3" 48 6" 2 1/2" x 3.5" 48 8" 4 1 12" x 4" 48 O" 4 5 8" x 5 5" qb =ABRIG BARRIER cm J GONTAGT NUNZIO DIGHRI5TOPHER (P 061) 202-1333, THE LEEMGO REPRESENTATIVE, FOR ALL OUE5TION5 GONGERNING LEEMGO PRODUGT5. COORDINATE AN INSTALLATION GLINIG WITH NUNZIO DIGHRI5TOPHER PRIOR TO INSTALLING THE MAINLINE. 4 C�UIGK GOUPLEP ""' "C WITH DOVER FILTER FABRIC PVC, MAINL,,._ MAIN LINE I OINT RESTRAINT NOTES " SOLATION VALV E NOT TO SGALE 12 ROUND VAL v ovi. NOT TO SGALE AUTOMATIC, RADE A5 5PEGIFIED IRRIGATION 8" ADS LEEMGO GUIGK GOUPLII` 2" SPRINKLER LEEMGO 'LV SERIES' FROM CONTROLLER PER AS REQUIRED WALL PLANS ID VALVE BOX MAIN LINE, PER 5GHEDULE 40 FITTINGS PLANS REMOTE CONTROL VALVE AS o JUNCTION BOXES - - 5WING JOINT WITH TEFL( CAULK BOTH SIDES =ABRIG BARRIER cm LEEMGO 'LTS SERIES' SADDLE TAP OR BUILDING FLOOR PEA GRAVEL SUMP FILTER FABRIC, BARRIER = 0000000000000 FINISH GRADE VALVE BOX EXTENSION AS REQUIRED BUILDING LENGTH AS REGUIRED 111111 o0 FOUNDATION PAVING BRICK (I OF 4) SCHEDULE 40 00 o0 00 o0 00 o0 D BELL x BELL PVC, TO Z III ;` 2" SCHEDULE 40 PVC, :ESTRAINED, RESILIENT MAINLINE. ' VIII III III IIS, CONTROL WIRE TO VALVE GATE VALVE 20 - AS REQUIRED PRESSURE I VIII NOTE: III- - APPROVED EQUAL. 51ZE AS CIVIL. I. COORDINATE GONDUIT INSTALLATION WITH ELEGTRIGAL AND FOUNDATION INSTALLATION. PRESSURIZED MAINLINE �AUTOMATI�Cl RRIGATION CONTROL WIRE AT NOTE: 10'-0" O.G. INTERVALS ALONG MAIN LINE I. USE 56H. 80 PVC, NIPPLES AND FITTINGS. SOLATION VALV E NOT TO SGALE APPROVED EQUAL. QUICK C O U SIZE AS REQUIRED TO GONNEGT TO 5 PRESSURIZED MAINLINE 4" VALVE PRESSURE MARKER IRRIGATION ` MAINLINE. jl,�lhh r tLr iI IIJr iLt iI i1q, tLr i\ SIJ MAINLINE CONNECTION TO PRESSURE IRRIGA I" q0° BEND 1" GALV. IRON NIPPLES I" UNION I" BEEHIVE STRAINER 17 :2 FILTER FABRIC, BARRIER 6" DEEP PEA GRAVEL— SUMP LEEMGO DUGTILE IRON— GASKETED SERVIGE TEE OR APPROVED EQUAL. SIZE TO MATCH MAINLINE. AIR RELIEF VALVE TIONNOT TO SGALE REGTANGULAR HEAVY DUTY PLASTIC, VALVE BOX WITH LOGKING LID, AS 5PE6IFIED FINISH GRADE I" AIR 8 VACUUM VALVE ASSEMBLY GRISPIN IGIO OR EQUAL. NO. 5 REBAR OR I" 5GH. 40 STEEL PIPE, WITH (2) STAINLESS STEEL GEAR CLAMPS OR APPROVED EQUAL. 1/2" 5GH. 80 NIPPLE 3/4" BALL VALVE VALVE BOX EXTENSION AS REQUIRED PAVING BRICK (I OF 4) 3/4" 5GH. 80 NIPPLE REDUGER/ ADAPTER AS REQUIRED NOTE: I. AIR AND VACUUM RELEASE TO BE PLACED ON HIGHEST MAINLINE POINT. FIELD r ADJUST AS REQUIRED. FINISH — GRADE 5GH. 40 - FITTING5 DRAIN RC 1 G.F. MIN. PLER VALVE GONNEGT TO 1" 51DE NPT OUTLET. INSTALL WITH TEFLON TAPE. NOT TO SGALE 4" P.V.G. SLEEVE NIBC,O I" BRASS BALL DRAIN VALVE WITH "T" HANDLE OR N APPROVED EQUAL LEEMGO DUCTILE IRON GASKETED SERVICE TEE OR APPROVED EQUAL. SIZE TO MATCH MAINLINE. LOW POINT IN MAINLINE, 51ZE PER PLANS REDUCER/ ADAPTER AS REQUIRED 5GH. 80 NIPPLE NOTE: - 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. MANUAL DRAIN VALVE 6 NOT TO SGALE PVC, MAI NL NOT TO SGALE AMAIN LINE END CAP CONTROLLER NOT TO SGALE ROTOR 5GH. 80 NIPPLE GLASS 200 - PVC, LATERAL (MIN. 12" DEEP) POP-UP SPRINKLER NOT TO SGALE 13 SADDLETAP NOT TO SGALE FINISH GRADE 36" SLACK WIRE ROLLED NEATLY, USE 3M DBY WATER PROOF WIRE GONNEGTOR5 REGTANGULAR HEAVY DUTY PLASTIC, VALVE BOX WITH LOGKING LID AND LABELED "IRRIGATION" (PROVIDE BOLTS AND SECURE PER MANUFACTURES RECOMMENDATIONS) BOX tT TO BE LEVEL AND FLUSH WITH FINISH GRADE. REMOTE CONTROL VALVE AS 5PEGIFIED (ONE VALVE PER BOX) 12" MIN. VALVE DEPTH. LOCATOR TAPE INSTALL FPTxFPT BALL VALVE IN VALVE BOX. (2" DIA. PIPE AND ABOVE USE 5GH. 80 BALL VALVES. ANY PIPE SIZES UNDER 2" DIA. PIPE USE 56H. 40 BALL VALVES) VALVE BOX EXTENSION AS REQUIRED HARGO 5GH 40 PVC, GASKETED SERVICE TEE OR APPROVED EQUAL OR ROMAG 202N PIPE SADDLE OR APPROVED EQUAL MAINLINE AS 5PEGIFIED (24" MIN. BURY) TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.G. INTERVALS ALONG MAIN LINE PAVING BRICK (I OF 4) 24 VOLT COMMON AND CONTROL WIRE TO VALVE FILTER FABRIC, BARRIER 6" DEEP (MIN.) BED OF 3/8" GLEANED AND WASHED PEA GRAVEL • �•I I■I�i�i�l■I■ :_ I ,,``�! �i•♦1 �i•� 1 �i•♦1 �i•♦1 �i•♦1 �i•♦1 �i•♦1 �i`♦1 �i•� 1 �i•♦1 •,i�•,.•,i�•,i�•,%•,i�•,i�•,i�•,.�•,i�� • I. USE 5GH. 80 PVC, NIPPLES AND FITTINGS. z N q0°ELL SPIRAL BARB - FITTIN65 GLASS 200 PVC, LATERAL LINE (MIN. 12" DEEP) S P RAY HEAD ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP '0 °OF 000Q000000000000 7---FINI5H GRADE o INSTALL I/4" ABOVE GRADE AND ow A MINIMUM OF 4" OFF WALKS o -116536 AND GuRB ti JH ooh °o° A 5 0 - _ 000tj ��000 0 °OOO POP-UP SPRAY HEAD S CAS I/2" MARLEX STREET ELLS LINEAR LOW DENSITY POLYETHYLENE SWING PIPE (12" LONG MIN., 18" LONG MAX) - - SCHEDULE 40 FITTINGS POP-UP SPRINKLER 12 ROUND VAL v ovi. NOT TO SGALE WITH PURPLE LID 11"X 17" VALVE BOX A5 5PEGIFIED FINISH GRADE — 8" ADS LEEMGO GUIGK GOUPLII` PLA5TIG VALVE BOX WITH STABILIZER LEEMGO 'LV SERIES' ANGLE VALE 51ZE 6" DEEP PEA 6RAVEL- AS REQUIRED PROOF WIRE GONNEGTOR5 5GHEDULE 80 NIPPLE - 5GHEDULE 40 PVG MAIN LINE, PER 5GHEDULE 40 FITTINGS PLANS REMOTE CONTROL VALVE AS RAIN BIRD I" TRIPLE — - - 5WING JOINT WITH TEFL( TAPE 6 DEEP PEA GRAVEL SUMP cm LEEMGO 'LTS SERIES' SADDLE TAP OR i! I APPROVED EQUAL. QUICK C O U SIZE AS REQUIRED TO GONNEGT TO 5 PRESSURIZED MAINLINE 4" VALVE PRESSURE MARKER IRRIGATION ` MAINLINE. jl,�lhh r tLr iI IIJr iLt iI i1q, tLr i\ SIJ MAINLINE CONNECTION TO PRESSURE IRRIGA I" q0° BEND 1" GALV. IRON NIPPLES I" UNION I" BEEHIVE STRAINER 17 :2 FILTER FABRIC, BARRIER 6" DEEP PEA GRAVEL— SUMP LEEMGO DUGTILE IRON— GASKETED SERVIGE TEE OR APPROVED EQUAL. SIZE TO MATCH MAINLINE. AIR RELIEF VALVE TIONNOT TO SGALE REGTANGULAR HEAVY DUTY PLASTIC, VALVE BOX WITH LOGKING LID, AS 5PE6IFIED FINISH GRADE I" AIR 8 VACUUM VALVE ASSEMBLY GRISPIN IGIO OR EQUAL. NO. 5 REBAR OR I" 5GH. 40 STEEL PIPE, WITH (2) STAINLESS STEEL GEAR CLAMPS OR APPROVED EQUAL. 1/2" 5GH. 80 NIPPLE 3/4" BALL VALVE VALVE BOX EXTENSION AS REQUIRED PAVING BRICK (I OF 4) 3/4" 5GH. 80 NIPPLE REDUGER/ ADAPTER AS REQUIRED NOTE: I. AIR AND VACUUM RELEASE TO BE PLACED ON HIGHEST MAINLINE POINT. FIELD r ADJUST AS REQUIRED. FINISH — GRADE 5GH. 40 - FITTING5 DRAIN RC 1 G.F. MIN. PLER VALVE GONNEGT TO 1" 51DE NPT OUTLET. INSTALL WITH TEFLON TAPE. NOT TO SGALE 4" P.V.G. SLEEVE NIBC,O I" BRASS BALL DRAIN VALVE WITH "T" HANDLE OR N APPROVED EQUAL LEEMGO DUCTILE IRON GASKETED SERVICE TEE OR APPROVED EQUAL. SIZE TO MATCH MAINLINE. LOW POINT IN MAINLINE, 51ZE PER PLANS REDUCER/ ADAPTER AS REQUIRED 5GH. 80 NIPPLE NOTE: - 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. MANUAL DRAIN VALVE 6 NOT TO SGALE PVC, MAI NL NOT TO SGALE AMAIN LINE END CAP CONTROLLER NOT TO SGALE ROTOR 5GH. 80 NIPPLE GLASS 200 - PVC, LATERAL (MIN. 12" DEEP) POP-UP SPRINKLER NOT TO SGALE 13 SADDLETAP NOT TO SGALE FINISH GRADE 36" SLACK WIRE ROLLED NEATLY, USE 3M DBY WATER PROOF WIRE GONNEGTOR5 REGTANGULAR HEAVY DUTY PLASTIC, VALVE BOX WITH LOGKING LID AND LABELED "IRRIGATION" (PROVIDE BOLTS AND SECURE PER MANUFACTURES RECOMMENDATIONS) BOX tT TO BE LEVEL AND FLUSH WITH FINISH GRADE. REMOTE CONTROL VALVE AS 5PEGIFIED (ONE VALVE PER BOX) 12" MIN. VALVE DEPTH. LOCATOR TAPE INSTALL FPTxFPT BALL VALVE IN VALVE BOX. (2" DIA. PIPE AND ABOVE USE 5GH. 80 BALL VALVES. ANY PIPE SIZES UNDER 2" DIA. PIPE USE 56H. 40 BALL VALVES) VALVE BOX EXTENSION AS REQUIRED HARGO 5GH 40 PVC, GASKETED SERVICE TEE OR APPROVED EQUAL OR ROMAG 202N PIPE SADDLE OR APPROVED EQUAL MAINLINE AS 5PEGIFIED (24" MIN. BURY) TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.G. INTERVALS ALONG MAIN LINE PAVING BRICK (I OF 4) 24 VOLT COMMON AND CONTROL WIRE TO VALVE FILTER FABRIC, BARRIER 6" DEEP (MIN.) BED OF 3/8" GLEANED AND WASHED PEA GRAVEL • �•I I■I�i�i�l■I■ :_ I ,,``�! �i•♦1 �i•� 1 �i•♦1 �i•♦1 �i•♦1 �i•♦1 �i•♦1 �i`♦1 �i•� 1 �i•♦1 •,i�•,.•,i�•,i�•,%•,i�•,i�•,i�•,.�•,i�� • I. USE 5GH. 80 PVC, NIPPLES AND FITTINGS. z N q0°ELL SPIRAL BARB - FITTIN65 GLASS 200 PVC, LATERAL LINE (MIN. 12" DEEP) S P RAY HEAD ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP '0 °OF 000Q000000000000 7---FINI5H GRADE o INSTALL I/4" ABOVE GRADE AND ow A MINIMUM OF 4" OFF WALKS o -116536 AND GuRB ti JH ooh °o° A 5 0 - _ 000tj ��000 0 °OOO POP-UP SPRAY HEAD S CAS I/2" MARLEX STREET ELLS LINEAR LOW DENSITY POLYETHYLENE SWING PIPE (12" LONG MIN., 18" LONG MAX) - - SCHEDULE 40 FITTINGS POP-UP SPRINKLER REMOTE CONTROL VALVE FINISH GRADE N FINDERS TAPE 3LE VALVE A. (q" DEEP) N LATERAL LINE (MIN. 12" DEEP) SAND OR ROCK N FREE SOIL AROUND TRAINED END ALL PIPE MAINLINE (24" DEEP MIN) TAPE AND BUNDLE CONTROL WIRE AT REQUIRED 10'-O" O.G. INTERVALS ALONG /EL SUMP - MAIN LINE BRIER hili -Milli ii ii iii -iii iii III 111111'''1 NOT TO SGALE 8 TRENCH SECTION 9 10 11 NOT TO SGALE 12 NOT TO SGALE E ID m C C U r �[�.o C m Ln m , aamW om �03e mr E 7 c - N /�/� 3 0 L� E-- a 0SM E 0 E m c C[D S ac'6UO c U r�j0 y CIO CD cr0i 0 ZE: �cbN oU LU .N 0- o 0 z U CIJ C: J W U J x L (WO (C7LO . . . . . 3u"a co Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. c c a J 0 N ° Z 0 a rr a Z O W Jw Z LL 0 U z OWz J ° z U 0 W - LL 0 WQ a - w coUJ O ., W oz >� m<0 Z 0 n� p CD 1..� UJ G W —Q z 0 Ir z- OIM W � — J Q W (� CD Ir Ir Cf) 0 z Q�0W y ` OIOi -1.. OW 0H Wm00J UJ W / 0 42Zm C4 "° U DW z JQo7W aZ}W � O V REVISIONS ' D. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: MS, JB U DATE: 9/6/17 a O SHEET NUMBER O T L2.5 NOT TO SGALE ID TAG, RAIN BIRD VID SERIES OR APPROVED EQUAL REGTANGULAR HEAVY DUTY PLA5TIG VALVE BOX WITH LOGKING LID, AS SPEGIFIED 24" 5LAGK WIRE ROLLED NEATLY, USE 3M DBY WATER PROOF WIRE GONNEGTOR5 VI/I kill, FINISH GRADE REMOTE CONTROL VALVE AS 5PEGIFIED - - UNION G A55 200 PVC, LATERAL — (12" MIN. BURY) cm i! I FILTER FABRIC, BARRIER = 0000000000000 o D O r'°C� VALVE BOX EXTENSION AS REQUIRED _ 111111 o0 0000 000000 PAVING BRICK (I OF 4) IIII o0 00 o0 00 o0 00 o0 - 6" DEEP PEA GRAVEL SUMP 24 VOLT COMMON AND ' VIII III III IIS, CONTROL WIRE TO VALVE _ LEEMGO ANGLE VALE SIZE AS REQUIRED PRESSURE LEEMGO SADDLE TAP OR IRRIGATION MAIN PER APPROVED EQUAL. 51ZE AS CIVIL. REQUIRED TO GONNEGT TO PRESSURIZED MAINLINE TAPE AND BUNDLE CONTROL WIRE AT NOTE: 10'-0" O.G. INTERVALS ALONG MAIN LINE I. USE 56H. 80 PVC, NIPPLES AND FITTINGS. 2. PROVIDE ALL FITTINGS AND HARDWARE AS REQUIRED. INSTALL PER MANUFAGTURERS REGOMENDATIONS. REMOTE CONTROL VALVE REMOTE CONTROL VALVE FINISH GRADE N FINDERS TAPE 3LE VALVE A. (q" DEEP) N LATERAL LINE (MIN. 12" DEEP) SAND OR ROCK N FREE SOIL AROUND TRAINED END ALL PIPE MAINLINE (24" DEEP MIN) TAPE AND BUNDLE CONTROL WIRE AT REQUIRED 10'-O" O.G. INTERVALS ALONG /EL SUMP - MAIN LINE BRIER hili -Milli ii ii iii -iii iii III 111111'''1 NOT TO SGALE 8 TRENCH SECTION 9 10 11 NOT TO SGALE 12 NOT TO SGALE E ID m C C U r �[�.o C m Ln m , aamW om �03e mr E 7 c - N /�/� 3 0 L� E-- a 0SM E 0 E m c C[D S ac'6UO c U r�j0 y CIO CD cr0i 0 ZE: �cbN oU LU .N 0- o 0 z U CIJ C: J W U J x L (WO (C7LO . . . . . 3u"a co Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. c c a J 0 N ° Z 0 a rr a Z O W Jw Z LL 0 U z OWz J ° z U 0 W - LL 0 WQ a - w coUJ O ., W oz >� m<0 Z 0 n� p CD 1..� UJ G W —Q z 0 Ir z- OIM W � — J Q W (� CD Ir Ir Cf) 0 z Q�0W y ` OIOi -1.. OW 0H Wm00J UJ W / 0 42Zm C4 "° U DW z JQo7W aZ}W � O V REVISIONS ' D. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: MS, JB U DATE: 9/6/17 a O SHEET NUMBER O T L2.5 L 7 T F Q 0 0 N 0 L N E 0 c 0 c L Q D T N O Q_ rn C ° rn N m Q U B N 0 z 0 C L �0 N 0 AN 0 T_ L 3/4 SGH 80 UNION 77 3/4" SGH 80 UNION GLASS 200 P.V.G. LATERAL LINE I GLEAR AROUND LATERAL (TYP) 3/4" PRV MxFI.P.5 GOUPL I N6 3/4" DISC, FILTER 4" MINI(. GLEARANGE ABOVE PEA GRAVEL UNDISTURBED OR GOMPAGTED NATIVE SOIL. i REMOTE CONTROL VALVE NOTE: I. USE SGH. 80 PVG NIPPLES AND FITTINGS. 1 WITH 3/4" FILTER 2 3 4 FINISH GRADE 36" SLACK WIRE ROLLED NEATLY, USE 3M DBY WATER PROOF WIRE GONNEGTORS REGTAN&ULAR HEAVY DUTY PLASTIG VALVE BOX WITH LOGKIN6 LID AND LABELED "IRRIGATION" (PROVIDE BOLTS AND 5EGURE PER MANUFAGTURE5 RECOMMENDATIONS) BOX TO BE LEVEL AND FLUSH WITH FINISH GRADE. REMOTE GONTROL VALVE AS SPEGIFIED (ONE VALVE PER BOX) 12" MIN. VALVE DEPTH. LOGATOR TAPE INSTALL FPTxFPT BALL VALVE IN VALVE BOX. (2" DIA. PIPE AND ABOVE USE SGH. 80 BALL VALVES. ANY PIPE SIZES UNDER 2" DIA. PIPE USE SGH. 40 BALL VALVES) VALVE BOX EXTENSION AS REQUIRED HARGO SGH 40 PVG 6ASKETED SERVICE TEE OR APPROVED EG2UAL OR ROMAG 202N PIPE SADDLE OR APPROVED EQUAL �� Qp MAINLINE AS SPEGIFIED (24" MIN. BURY) o :10;Q54 TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.G. INTERVALS ALONG MAIN LINE c PAVING BRICK (I OF 4) 24 VOLT COMMON AND CONTROL WIRE TO VALVE FILTER FABRIC BARRIER 6" DEEP (MIN.) BED OF 3/8" GLEANED AND WASHED PEA GRAVEL 5 E 7 NOT TO SCALE 0 E FINISH 6R� 6" ROUND BOX LINE FLUSh VALVE (TL BRICK SUP (THREE) PEA GRA\/ SUMP FLUSHING VALVE L 6" ROUND VA'- ' FINISH GRADE AIR / VAGUUN VALVE 3/4"M x 1/2"F REDUGTION BI TEGHLINE TUB 3/4" GRU5HEL SUMP BRICK SUPPO (THREE) TEGHLINE 180 ADAPTER TEE ;hline TUBING MPRESSI ON 16 (PROVIDED) NOT TO SGALE AIR / VACUUM RELIEF VALVE FINISH GRADE Techline COMBINATION Tom' MODEL TLO75FTEE Techline TUBING 3/4" MIN. TRIPLE SWING JOINT LENGTH AS REG2UIRED NOTE: EACH CONNECTION IS Gr�r-r-w�L� v vrrr Y �� TECHLINE START CONNECTION NOT T05 CALE NOT TO SCALE MULCH FINISH GRADE IN-LINE EMITTER DRIP TUBING OPERATION INDICATOR - RAIN BIRD MODEL: OPERIND - VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARG TO Y4 PATTERN. THE FLOW FROM THE NOZZLE, 0.3 GPM, SHOULD BE AGGOUNTED FOR IN THE SYSTEM DESIGN. OPERATION INDICATOR 10 11 NOT TO SCALE 12 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP MANUAL FLUSH VALVE PLUMBED TO Techline(P HGVXR REFER TO START Techline(P HGVXR DRIPLINE GDONNEG TION i SEE DRIP NOTES AREA PERIMETER FOR ROW SPAGIN6 LOW VOLUME CONTROL ZONE PERIMETER LATERALS KIT -REMOTE CONTROL VALVE, O 2" TO 4" FROM EDGE FILTER AND PRESSURE REGULATOR. NOTE: I. CENTER FEED LITE LAYOUTS ALLOW 2X MAX" MIN PVG/POLY TUBING TO TUBING LENGTH OF STANDARD LAYOUTS. GONNEGTION; SIZE AS 2. PLACE SOIL STAPLE EVERY 3'-5' PLUS TWO ON INDIGATED ON PLANS. EAGH TEE, ELBOW OR GROSS. 3. BELOW ARE MAX LINE DISTANCE FOR CENTER FEED LITE LAYOUT (P 57 PSI INLET; REFER TO FULL CHART FOR ALTERNATE PRESSURES: .33 @ 12" o.c. = 1,056 .53 ® 12" ox_ = 774' .33 @ 18" o.c. = 1,504' .53 a 18" o.c. = 1,104' TECH LI N E LAYOUT 6 ��N�c,N NOT TO SCALE TECHLINE SUBGRADE INSTALLAT I O N NOT TO °GALE WILKINS cl75XL REDUCED PRESSURE NOTE: BACK FLOW PREVENTOR OR I. ALL PIPES AND FITTIN65 USED FOR BACK APPROVED EQUAL FLOW ASSEMBLY TO BE MADE OF RED BRASS. BALL VALVE 90° ELL NIPPLES TEE WITH I" PLUG FOR SPRINKLER BLOWOUT WITH AIR GOMPRE55OR BRASS UNION STRONG BOX ENCLOSURE. FOR I..-\ AND SMALLER R.P.V. USE SBBG-30CR, LARGER THAN P R.P.V. USE 5BBG-45GR. PROVIDE LOGKIN6 KIT 6" DIA. ROUND VALVE BOX 4" GONGRETE PAD, SIZE AS REQUIRED TO PROVIDE 3" ON ALL SIDES OF ENGL05URE 6" GLASS 200 PVG SLEEVE PVC, LINE TO SYSTEMS N U q0° ELL MANUAL DRAIN foo (TYPIGAL) VALVE (REQUIRED 6" DIA. 12" DEEP ONLY IF LINE 000°DRAIN BED WITH 2" oo fooFP0'0V1*w1R7'I SLOPES TOWARDoo GRAVEL FOR DRAIN BACK FLOW VALVE. WRAP WITH —III T PREVENTER) FILTER FABRIC REDUCED PRESSURE 8 BACK FLOW PREVENTER 13 14 15 AIR GAP DRAIN LI PROVIDE w HOLE IN PAD FOR= DRAIN 1>1 PIPE 10" PERF. = — PVG PIPET FILTER —FRO FABRIC POI� (MANUAL DRAIN — IVALVE (REQUIRED ONLY IF LINE SLOPES TOWARD BACK FLOW PREVENTER) NOT TO SGALE 16 0 , OF I H 116536 ewe �0 r o . ��0000 S CAS' oo°° o ID m C U r [0C ° C iD m m a) cc: w a) co 007 a .0 O 011 E 7 & � cxi is 3 L L L En cc �l r m E m C o Cm ep ryryr�� C7� Q7 O❑ C O r, m�cdU o 0cn0 cC)0zz IobN OU LU LID a -00 z CO mN m UJ wU �J 3 �L (�0 (LO . . . . . 3Ja r9 CD Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. a Z N ° Z 0 a rr a Z O w Jw Z LL O U z z z O z U w - LL O WQa co w c / 0 UJ ., W oz >� mQO Z 0 ^� 0 CD I..L W �~ W -Q z c� � z- O� J Q W (� CD Ir C0 z .13 G�mW to ` E °1°i.Lou- ~-0 ZF own ' V) yzmwn �Y�C Coco �ac7Q�ww "mO .Q0°u>aM°W>m z aZ Ov REVISIONS ' No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: MS, JB U DATE: 9/6/17 a O SHEET NUMBER O 1"r— L2.6 i II — III — z ,III N U q0° ELL MANUAL DRAIN foo (TYPIGAL) VALVE (REQUIRED 6" DIA. 12" DEEP ONLY IF LINE 000°DRAIN BED WITH 2" oo fooFP0'0V1*w1R7'I SLOPES TOWARDoo GRAVEL FOR DRAIN BACK FLOW VALVE. WRAP WITH —III T PREVENTER) FILTER FABRIC REDUCED PRESSURE 8 BACK FLOW PREVENTER 13 14 15 AIR GAP DRAIN LI PROVIDE w HOLE IN PAD FOR= DRAIN 1>1 PIPE 10" PERF. = — PVG PIPET FILTER —FRO FABRIC POI� (MANUAL DRAIN — IVALVE (REQUIRED ONLY IF LINE SLOPES TOWARD BACK FLOW PREVENTER) NOT TO SGALE 16 0 , OF I H 116536 ewe �0 r o . ��0000 S CAS' oo°° o ID m C U r [0C ° C iD m m a) cc: w a) co 007 a .0 O 011 E 7 & � cxi is 3 L L L En cc �l r m E m C o Cm ep ryryr�� C7� Q7 O❑ C O r, m�cdU o 0cn0 cC)0zz IobN OU LU LID a -00 z CO mN m UJ wU �J 3 �L (�0 (LO . . . . . 3Ja r9 CD Copyright © 2017 All rights reserved. Reproduction or use in any torn or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution. a Z N ° Z 0 a rr a Z O w Jw Z LL O U z z z O z U w - LL O WQa co w c / 0 UJ ., W oz >� mQO Z 0 ^� 0 CD I..L W �~ W -Q z c� � z- O� J Q W (� CD Ir C0 z .13 G�mW to ` E °1°i.Lou- ~-0 ZF own ' V) yzmwn �Y�C Coco �ac7Q�ww "mO .Q0°u>aM°W>m z aZ Ov REVISIONS ' No. Date Description r U PROJECT NO.: 17126 (n DRAWN BY: z LP OCHECKED BY: MS, JB U DATE: 9/6/17 a O SHEET NUMBER O 1"r— L2.6 u) I m fel ro 0 li" ns v C r m OTa)r � Ca *1 m m mmmn >b 0 Ompmi�[7�m> 0 O� -< I rrn � m m -N Look 0 ,Q z� �. m cp m � T M � c �1 rT1 (TI r- -< p � C) =0 c3 O (am z m= m r�7 0 0 0 r)>ZL ns Cn y�D>o—+zltr,z—r*rO poara C7p >z O Ozz r� > n }* Gi m rrk , r Vl Oa m I In m Q to @ 7� pED Z. m D r D un m 'O Q= ;Q Z I O n 'MA Go`vs'm 0r�i— r, vaZ m ,, L+ Z 0 � [ C 0 [�r �] > 7 2 Z O � z z [7 �7 y 00 m rrk > -4> v) M,0 0 '°z>m° az Qn m zm�-cm (-n Wiia �>_wrr(nir� >_r„ a4 0 U0 0 mnLnr --i C) ��aoO co r Omnm xo> F. tv M 3*rrl ,., x z r o m ` z m �`, O p m n -'q � o z m� O x, y G] 0C. rrFj � � Z1 �} � � m Z [17 M �pr N Z J7 ��)� � � r�F1 > �'� � �� vy VM rte, r � r- S A Q C�7 O➢ L Z rT 1 m rr 0 rrl CD ----�1 m Nk m [n .U] {.+ X -f r- m Z C K r r- (!f -^ r Sri (+7 :fl r -� m [] T r O r-.1 m 17 m z Z Z Zr} p � Qm O 0r- � r tOf+� r�IC r <"� C y am„ >c Ln O Z z 0Cp [ern C) (D >70 � riC? 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