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HomeMy WebLinkAbout251031_CONSTRUCTION DRAWINGS ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP C3 \S LEGEND 227 6 U - - - RIGHT OF WAY LINE 10/31/25 0 ❑ ❑ LOT LINE 0 �TF OF CHERRY BLOSSOM EAST ' SD SD EXISTING STORM DRAIN LINE /V RONNPP LOCATED IN THE NW1/4 OF THE NE1/4 OF SECTION 12, SS EXISTING SEWER LINE o L T. 3 Ill R. 1 W., B.M., CITY OF MERIDIAN EXISTING SEWER MANHOLE w a ■ - - - - - - - - - EASEMENT o M ADA COUNTY, IDAHO W W - EXISTING WATER LINE a, - 2025 • EXISTING WATER METER �L cu n � o E - EXISTING WATER VALVE � Q O E ° OO OD W U cn ❑ C _ o m o o co 0 L U K EXISTING FIRE HYDRANT w U3.2 L � Z 9 o N z c 0 m 0 EXISTING IRRIGATION LINE J w J 3 r co s . . . . . . 3LLa co CD, w G EXISTING GAS LINE . _ - I I I I z K CONTACTS SHEET LIST TABLE W CHERRY LN ❑HP EXISTING OVERHEAD POWER W SURVEYOR: - - - - UP- - - - UP- EXISTING UNDERGROUND IDAHO SURVEY GROUP C1.0 COVER SHEET POWER CODY McCAMMON, P.L.S. C1.1 CONSTRUCTION NOTES 9955 W EMERALD ST , < C1.3 TOPOGRAPHIC SURVEY • EXISTING POWER POLE BOISE, ID 93704 W PACK AVE EXISTING PUMP STATION o C1.4 DEMOLITION PLAN PHONE:208 846-8570 N a C2.1 LAYOUT AND MATERIALS PLAN - - - - UT- - - - U EXISTING UNDERGROUND DESIGN PROFESSIONAL/CIVIL ENGINEER: C2.5 LAYOUT AND MATERIALS DETAILS � w TELEPHONE ° a COLIN RONHAAR, CRONHAAR@BRECKONLD.COM C3.1 GRADING&DRAINAGE PLAN o N Z - - - - - - - - - - EXISTING CONTOUR BRE J 6661 IN N LAND DESIGN q� m� W T EXISTING STREET SIGN o 6661 N GLENWOOD ST C3.5 GRADING&DRAINAGE DETAILS �� N� Z z GARDEN CITY, ID 83714 C5.1 UTILITY PLAN ? 3 0 PHONE:208-376-5153 C7.1 GRAVITY IRRIGATION PLAN ��FO "� ? P�PVE Z 0 EXISTING TREE ' z W MAPLE AVE. z W C8.1 PRESSURE IRRIGATION PLAN G� y` AMP PROJECT OWNER/DEVELOPER: W c°R LOCATION JAYO DEVELOPMENT, INC C8.5 PRESSURE IRRIGATION DETAILS W.CAMELIA AVE. ° EXISTING GONGRETE ' o DOUG JAYO, DOUG@JAYOCONSTRUCTION.COM L1.1 IRRIGATION PLAN 10564 W BUSINESS PARK LN l I__L I__I__L J ° L1.5 IRRIGATION DETAILS Z �ysr H W.CHERRY AVE. w BOISE, ID 83709 PHONE:208-322-3663 L2.1 LANDSCAPE PLAN L2.5 LANDSCAPE DETAILS W Copyright©2025 z Lu z EXISTING BUILDING All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 I--I = W WASHINGTON ST Ireckon Land Design,Inc.is unlawful and subject to p criminal prosecution. I 3 a z W CARLTON AVE w r T VICINITY MAP z w N Z w ❑ z w a CI Z 0 Gw Q N a i z a \ LU w ❑ w -A �\S�oN `� 00 � o o CO LU SQ�P O Lu 10 O I — -A O �/ / Q a "' �^ I r^ � L!J CIO U \ \ _ UT- - cn < I - - UT- - - - UT- - - - UT- - - - UT- - - - T- - - - UT- - - - UT- - - - UT- - — UT- - - - UT- - - - `r' _ _ _ _ _ _ O N \ X _ X /J c14 - — — — — — — X_�X x—x V X X—X—X—X—X—X— C- !� UP l I I �\ �� 25g9 _ _ - - - - -= x—x—x—x—x- -x—x W I - - \ - - - -- - - - - - - - - - - - - — � _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ix LV I J Q LU - - - - - - - - - - - - �- - - - - - - - - - - - - I > _ — z \ � � II I / I I \ 1 X GI 4. o z O E o ° \ �I Iv/ \ \ \\ \\ I I cn U = U o I \ \ \ \ \ I ~ I LLI C U) I I I \\ \\ \ 8,37722 SF 7,235 F O I •••L LLJ ay I \ \ \ \ \ 7,960 SIF X—x—x x— O C ° -i ��e.• \ W W V \ \ •e = I - - -I- - - - - - -\—� - - - - - - - - - - J L - - - - - - — — — - - - OR/ I � I o I O \ I A. 9,160SF I \\ Icy••• i O yWOCO?= `° I 0 1,847 SF \ I / — — — — — OP OP OP —xCA — —x— —X— x— P C� �� W op R° 0► O _ _ _ VJ \I — — - - - 9j ��/ M§2§1kWW v UP I o — — — — — - - - - — — — — — — — _ _ / t� NO°az2z 4 G _ C —�F3 �J \ - - -I�— S S S G G _ — W W �z°W LU _ 2597 — _ _ ,� — — o\ �L\ \ —2599 _ — i •• ' ° °•' • a S — — — 6 — — — — ; ° , .. . . . • • . •• • • . . a W. CAM ELIA AVE■ REVISIONS LL p �• •• No. Date Description -� r� Itl�\J \ .°•, • •.° •f• •°, ° • ••° •e M• " •• 4 °• °�/4. "•• ••..•• • ,• • ..•:• '•\ ' � •2 •a w # # # A A N —X_2598_x_X_X— OP ' °• ••°•a• °•• S .°•. _ • •° ' s x \r •. •.. — — — — _ x—X—x x x —x—X—X—A / # # # � 00 . .••% , - - S •- UJ �• / i\\ PROJECT NO.: O` a — — — — •• 4. 24035 B 0 wl � " . - \� DRAWN BY: o - •• 0 Cl) • •' %' EB co/ \ CHECKED BY: G CR, JB Q T CHERRY BLOSSOM EAST - SITE PLAN 10/31/2025 N N 20 0 20 40 60 O ■ FFF N SGALE: I"= 20'-0" SHEET NUMBER 0 AN U 0 C1.0 n 1 2 3 1 4 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP UTILITY GENERAL NOTES PROJECT GENERAL NOTES C3 vSL T I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE 5PEGIFIGATION5 AND/OR APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT REQUIREMENTS OF THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, IDAHO LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGIN6 WORK AND TRANSPORTATION DEPARTMENT (ITO), AND/OR THE ADA COUNTY HIGHWAY AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHIGH MAY DISTRICT. 227 6 BE OGGA51ONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 2. ALL WORK WITHIN ITO RIGHT OF WAY SHALL CONFORM TO CURRENT ITO s 10/31/25 o a AND ALL UNDERGROUND UTILITIES. SPECIFICATIONS AND STANDARDS. 2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING 3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE 0 F OF PCONNECTION POINTS NITH RIOR TO COMMENCING WORKANIGAL PLANS AND MECHANICAL CONTRACTOR RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY �� RONNPP z AC H D STANDARD NOTES JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 3. ALL CONTRACTORS CONDUCTING UTILITIES WORK SHALL HAVE IN THEIR BARRICADES, SAFETY OEVIGES AND CONTROL OF TRAFFIC WITHIN AND AROUND POSSESSION AT ALL TIMES, A COPY OF ALL RELEVANT SPEGIFICATIONS. THE CONSTRUCTION AREA. Z I. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT (AGHD) 4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY PLAN 4. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM DISGREPANGIE5 PRIOR TO CONSTRUCTION. ANY PLAN GHANGE5 MUST BE REQUIREMENTS OF THE APPROVING A&ENGIE5 OR AS SET FORTH HEREIN, W L RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO APPROVED BY THE ENGINEER OF RECORD. WHIGHEVER IS MORE RESTRICTIVE. W STANDARDS FOR PUBLIG WORKS CONSTRUCTION (ISPWG) AND THE AGHD o I7 SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, 5. GALL DIGLINE PRIOR TO EXCAVATION: I-800-342-1585. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN o N o 6. CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD THE FOLLOWING AS APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT °�' o " r z STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS SPECIFICALLY AND BUILT INFORMATION FOR RECORD DRAWING PURPOSES: ' ` N CO r- a PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. A. HORIZONTAL LOCATIONS OF SANITARY SEWER MANHOLES AND GLEANOUTS. LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK AND o CO o AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHIGH MAY a) 'E -aa a n 3 o w B. RIM AND INVERT ELEVATIONS OF SANITARY SEWER MANHOLES AND BE OGGA51ONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY E ' 0, Lo _ Z CITY O F MERIDIAN STANDARD NOTES 2 RI6HDT 01LL INSPECT ALL F--WAY OR EASEMENTR�NGLUD N6 BUT OT LIMITED ITO STORM DRAIN L o 0 0 N GLEANOUTS. AND ALL UNDERGROUND UTILITIES. a) Q cn E m E co ( - W G. TYPES AND LENGTHS OF PIPES 6. CONTRACTOR SHALL INFORM BREGKON LAND DESIGN OF ANY UTILITY SIZE OR a c) � � - CO 0 � x CONSTRUCTION, TRENCH BAGKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND D. HORIZONTAL LOCATIONS OF FIRE HYDRANTS, DOMESTIC WATER VALVES a o `0 ° a L o� N `o v o RESIDENTIAL & COMMERCIAL CONCRETE WORK. ANY WORK TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY LOCATION DISCREPANCIES PRIOR TO CONSTRUCTION. w N Q 9 0 � z W WILL REQUIRE A SEPARATE PERMIT THROUGH AGHD CONSTRUCTION SERVICES AND DOMESTIC WATER METERS 7. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED > E o m.a 3 a 0 a a 7. POTABLE WATER LINE AND NON POTABLE WATER LINE GROSSINGS REQUIRE lb" TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM THE GOVERNING v w` cD t 3 3 r co s DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED OF VERTICAL SEPARATION DISTANCE FROM OUTSIDE WALL OF PIPES. 3 " o C0 CD K DEVELOPM ENTS(MARCH 2O18) THROUGH AGHD GON5TRUGTION SERVICES SUBDIVISION INSPECTION STAFF, AGENCY A MINIMUM A 48 HOURS PRIOR TO ANY CONSTRUCTION. _ LL 208-387-6284, A MINIMUM OF 24 HR5. PRIOR TO CONSTRUCTION STARTING. CONTRACTOR MAY NEED TO INSTALL POTABLE WATER LINE GREATER THAN THE 8. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY • _ • • TYPICAL 4 FEET DEPTH TO MEET SEPARATION REQUIREMENTS. HOWEVER, THE THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY Z 3. TRAFFIC PLANS AND SAWGUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY GONTRAGTOR SHALL NOT INSTALL POTABLE WATER LINE WITH GREATER THAN THE PROJECT GONTRAGTOR(5). USE OF ANY PLANS ON THE JOB WITHOUT THE GENERAL CONSTRUCTION UTILITY WILL BE COORDINATED AND APPROVED THROUGH CONSTRUCTION 60" COVER FROM TOP OF PIPE TO FINISHED GRADE. "APPROVED FOR CONSTRUCTION" STAMP SHALL BE GROUNDS FOR THE ° SERVICES SUBDIVISION INSPECTION STAFF OF AGHD, 208-387-6284, PRIOR TO 8. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE 155UANGE OF A STOP WORK ORDER. I. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND INITIATING ANY CONSTRUCTION. q, SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWG), THE CITY OF IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FORABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION BEDS AND DRYWELLS) SHALL BE LOCATED AT LEAST 25 FEET FROM WATER , MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWG (AND ANY ADDENDUMS), 4. AGHD INSPECTION STAFF WILL BE MORE GL05ELY MONITORING PEDESTRIAN MAINS. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER a MERIDIAN DE516N STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK (334-21g0). AND THE CITY OF MERIDIAN PUBLIC, WORKS DEPT. DISTRICT (AGHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION GROSS SLOPE SHALL NOT EXCEED 2.030; THERE ARE NO TOLERANCES q. EXISTING OVERHEAD POHERLINES SHALL BE RETAINED AND PROTECTED AS 10. GONTRAGTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION. DEPARTMENT (ITO). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE ALLOWED. NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR I-800-342-1585 CONTROLLING STANDARDS OR SPECIFICATIONS. SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE II. ALL CONSTRUCTION IN THE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST m 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. EDITION OF THE ISPWG AND THE AGHD SUPPLEMENTAL SPECIFICATIONS. NO a SPECIFICATIONS AND DRAWINGS ON SITE OR READILY AGGES51BLE AT ALL TIMES AGHD RIGHT-OF-WAY. DOMES SHALL BE CONSTRUCTED PER ISPWG 50-7I2. 10. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWG WILL BE L) J DURING GON5TRUGTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE AGGESS TO A DOMES SHALL BE CAST INTO THE CONCRETE (STAMPED CONCRETE AND THE SITE SHALL BE ABANDONED AGGORDING TO THE REQUIREMENTS OF THE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TEGHNIGAL GUIDANGE THE DISTRICT. o CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FORA ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, 12. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY BUILDING °o STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED OAPPROVED FOR GON5TRUGTION,& BY 6 NNE N IN WI HANI AN AN MECHANICAL A GTIO POTS TH MECCAL PLANS D CCAL CONTRCTOR z THE CITY OF MERIDIAN ON SITE AT ALL TIMES. COLLAR REQUIREMENT PER ISPWG 50-616 AND BE IN ACCORDANCE WITH SECTION BE DISCONNECTED FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE PRIOR TO GOMMENGING WORK. ' W 4. ALL CONTRACTORS, SUBGONTRAGTORS, AND UTILITY CONTRACTORS SHALL ATTEND A 703 OF THE ISPWG. EXCAVATED AND TRAGED FROM THE SEPTIG TANK TO THE DRAIN FIELD TO THE 13. ALL PRIVATE UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THESE PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A PLANS, THE LATEST EDITION OF THE IDAHO SPECIFICATIONS FOR PUBLIC, WORKS 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENGY WHEN MATERIALS ARE ON SITE 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE GONSTRUCTION AND THE PROJECT SPECIFICATIONS. IF DISCREPANCIES OCCUR 'I 10 PLACED 50 AS NOT TO GONFLIGT WITH ANY CONCRETE CURB, GUTTERS, MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE 6EOTEGHNIGAL OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT THE MORE STRINGENT REQUIREMENT SHALL BE ADHERED TO. W WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SIDEWALK OR OTHER STREET IMPROVEMENTS. ENGINEER AFTER FIELD SITE INSPECTION OF THE DRAINFIELD AREA. THE 14. PIPE TRENCH SHALL CONFORM TO THE LATEST ISPWG DIVISION 300 AND w 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH THE SD-301. BEDDING AND BAGKFILL SHALL BE CONSTRUCTED PER SEGTION5 505 Z REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 8. UTILITY STREET GUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT WETLAND 5TRIPPINC75 IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF AND 306 OF THE ISPWG. Copyright©2025 EXCAVATED SOILS, THE CONTRACTOR SHALL BAGKFILL THE DRAINFIELD AREA 15. ANY SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE All rights any ed. Reproduction or use in any form o L.I REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING WITH STRUCTURAL FILL. REPLACED IN A MANNER MEETING ISPWG SECTION 2020 AND THE or by any means without written permissionot W DISTRICTS UTILITY COORDINATOR AT 205-387-6255 (WITH FILE NUMBERS) FOR Breckon Land Design,Inc.is unlawful and subject to CONTRACTOR'S EXPENSE. 0 AGENGY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL DETAILS. criminalprosecution. w MATERIALS INSTALLED ON THIS PROJECT MEET THE SPEGIFIGATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. I. q. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND GRADING GENERAL NOTES Q 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENGY MUST BE APPROVED UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY SHALL BE Q PRIOR TO (A) BAGKFILLIN6 TRENCHES FOR PIPE;(B) PLAGIN6 OF AGGREGATE BASE;(G) CONSTRUCTED TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE DEMOLITION GENERAL NOTES I. ALL WALKWAYS SHALL BE AMERICANS WITH DISABILITIES AGT (ADA) o FLAGIN6 OF GONGRETE;(0) PLAGIN6 OF ASPHALT PAVING. THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE 5P-3, 0.50 INCH Z q. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER (1/2") MIX, F6 64-28 FIVE INGHES (5") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE COMPLIANT; THEREFORE, GROSS SLOPE SHALL BE LESS THAN 296 AND MAXIMUM CONSTRUCTION SHALL BE BY THE PUBLIC, WORKS DEPARTMENT, AND THEIR DECISION AND 26" OF 6" MINUS PIT RUN. COLLECTOR, LOCAL GOMMERGIAL, AND LOCAL I. ALL WORK SHALL BE DONE IN AGGORDANGE WITH THE 5PEGIFIGATION5 AND/OR LONGITUDINAL GRADE FOR RAMPS SHALL BE LESS THAN 5.3%. w SHALL BE FINAL. 5UGH INSPECTIONS SHALL NOT RELIEVE THE GONTRAGTOR FROM THE INDUSTRIAL ROADWAYS SHALL BE 5P-3, 0.50 INCH (1/2") MIX, PG-(64-28 THREE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF Z RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN INCHES (3") . AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWG), AND THE 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, w ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. BAGKFILL, DEHATERING, AND EROSION CONTROL SHALL MEET THE Q I0. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE RUN. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SF-3, 0.50 INCH IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE SPECIFICATIONS OF SECTION 200 OF THE ISPWG AS WELL AS THE a APPLICABLE AGENGY APPROVAL IN WRITING PRIOR TO GON5TRUGTION. (I/2") MIX, P6 58-28 TWO AND A HALF INCHES (259 THICK, AS A MINIMUM WITH 4" ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY SPECIFICATIONS AND RECOMMENDATIONS OF THE 6EOTEGHNIGAL ENGINEERING r n c G 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELEGTRIGAL CONTRACTOR OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WHIGHEVER PAVEMENT SECTION ALL APPROPRIATE ENTITIES. REPORT. co LL 15 GREATER. 3. THE GONTRAGTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH /r w SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE \l PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, GRAFTER 22 TITLE N 10. ACTUAL FIELD CONDITIONS DURING TRENGHIN6 MAY REQUIRE ADDITIONAL IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. w APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THEUj PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A W CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY GUTS OF THE AGHD POLICY GONTRAGTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES HOURS SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF r^ OR WATER MANUAL. DIGLINE (I-800-342-1585) FOR EXACT LOCATION A MINIMUM OF 48 HOURS ENVIRONMENTAL QUALITY (DEQ). CONTACT GRAIL SHEPHARD AT THE SOUTHWEST co ° PRIOR TO DIGGING. REGIONAL DEG OFFIGE (373-0557). THE GONTRAGTOR SHALL SUBMIT TO DEG A I). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO � MWo I. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE THE GENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY "IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS 3. UTILITIES ON THIS PLAN ARE BASED UPON RECORD DRAWINGS AND AS-BUILT DEHATERIN6 PLAN WHIGH OUTLINES THE LOCATION OF PROPOSED BMP5 AND r EQUIPMENT DURING TRENGHIN6 OPERATIONS. SURVEY. BREGKON LAND DE516N MAKES NO GUARANTEE THAT THE THE 5EQUENGIN6 OF THE DEHATERIN6 ACTIVITIES. ALL CONSTRUCTION WATER m " THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXGEEDS 50% OF THE TOTAL UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, EITHER IN GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS O r n -v o NO. 1. V, W ROAD SURFACE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. SERVICE R ABANDONED. FURTHER, K N AN IN NOT W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER SE V GE O ABA DO ED. BREG O LAND DE56 DOES O BEFORE IT LEAVES THE SITE. 5). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT 5. PRIOR TO PLAGEMENT OF FILL MATERIAL, THE GONTRAGTOR SHALL CLEAR THE 0 MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL LOCATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE UNDERGROUND SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE Q O F (10) FEET. WHERE IT IS NEGESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE ' ^ W ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE 5UBGRADE AS RECOMMENDED IN THE 6EOTEGHNIGAL REPORT. ALL WASTE v J WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (IS) INGHES OF VERTICAL 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION O ., � TRENCH MATERIAL IS DEEMED UNSUITABLE BY AGHD INSPECTOR, DOES NOT MEET COORDINATE WITH THE PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE SITE SHALL BE 0 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) COMPACTION STANDARDS OR TIME 15 A CRITICAL FACTOR. ENCOUNTERED. PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE STABILITY AND SECTION AL SEE R THE WASTEWATER RULES (IDAPA 5A.01.1P 5). ANY EXCEPTION5 TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY OF 5UBGRADE. A REPRESENTATIVE OF THE 6EOTEGHNIGAL GON5ULTANT SHALL � 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 4. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. REMAIN ON SITE TO ENSURE PROPER PLAGEMENT AND COMPACTION OF � � U SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE 6H, STRUCTURAL FILL. II. ABANDONED M Q a NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO GROSS w NED TEST PITS OR WATERWAYS LOCATED WITHIN GURRENT OR FUTURE 6. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 WITH LESS THAN EIGHTEEN (IS) INCHES OF VERTIGAL SEPARATION, THE GROSSING SHALL 6P, 6M, SW, SP, SM IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION o RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BAGKFILLED PERMIT HAS BEEN ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK U BE CONSTRUCTED IN AGGORDANGE WITH SECTION 542.07 OF THE IDAHO RULES FOR WITH STRUCTURAL FILL PER ISPWG 5PEGIFIGATION5. PROVIDE SOILS DATA TO SYSTEM (USGS). CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 J Q 0 PUBLIC, DRINKIN6 WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE GON5TRUGTION GONSIDERATIONS, AS CONTAINED IN THE PROJECT ` VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 6EOTEGHNI6AL ENGINEERING REPORT. PERMIT. r WASTEWATER RULES (IDAPA 58.01.16). ISPWG 7 SPEGIFIGATION5 AND A COPY OF THE COMPACTION TESTS. . STRIP AND STOCKPILE TOPSOIL AS RECOMMENDED IN THE 6EOTEGHNIGAL E 'L 4. FLAGE WATER SERVICE LINES IN A TWO (2) INGH DIAMETER PIPE SLEEVE WHEREVER THE 5. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL BE REPORT AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING GOULD 0 SERVIGE LINE GROSSES A STORM WATER TREATMENT FAGILITY (I.E. SEEPAGE BEDS, 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKIN65 CONTACT AGHD INSPECTED BY THE PROJECT 6EOTEGHNIGAL ENGINEER TO VERIFY SUITABILITY VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOILCD DRAINAGE SHALES). CONSTRUCTION SERVICES AT 208-387-6284 FOR VERIFICATION OF COMPLIANCE OF 5UBGRADE FOR PLAGEMENT OF STRUCTURAL FILL. THE EXPOSED GOMP05ITION INCLUDING SOIL TYPE, MOISTURE CONTENT AND STABILITY AND w U 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVIGE WITH POLICY AND EXISTING PAVEMENT MARKINGS. SUBORADE MUST BE IN A GOMFACT, FIRM AND STABLE CONDITION PRIOR TO THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE Ir 0 TO ALL EXISTING WATER USERS AFFECTED BY GON5TRUGTION. IF WATER SERVIGE MUST FILL PLAGEMENT. THIS WILL BE CONFIRMED BY PROOF-ROLLING THE SUBORADE DIRECTED BY THE ON5ITE 6EOTEGHNIGAL GON5ULTANT. LOCATION OF C Z C BE INTERRUPTED, THE CONTRACTOR SHALL GOORDINATE WITH THE PUBLIC WORKS 13. PRIOR TO REMOVAL OFANY EXISTING STREET SI6NAGE, COORDINATE WITH AGHD IN A MANNER ACCEPTABLE TO THE TESTING AND INSPECTION CONSULTANT. STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND Uj G O O O INSPECTOR. CONSTRUCTION SERVICES TO DETERMINE IF REMOVAL GAN BE DONE AND/OR IF ENGINEER PRIOR TO PLAGEMENT. ry TEMPORARY SIGNAGE MAY BE NEEDED. 6. GONTRAGTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED 8. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE C SEWER MATERIALS AT AN APPROVED OFF-SITE LOCATION. THE CONTRACTOR SHALL 6EOTECHNIGAL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE `o ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE GOMPAGTEO TO q5% MODIFIED PROCTOR PER THE REQUIREMENTS OF ASTM D �•/ r I. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE GEOTEXTILE GENERAL NOTES SITE. 1557. TESTING FREQUENGY SHALL ALLOW FOR A MINIMUM OF ONE GOMPAGTION r , WASTEWATER RULES (IDAPA AS WELL AS THE STANDARDS AND 5PEGIFICATION5 7. CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS TEST PER LIFT PER LOT. THE COMPACTION TESTS ON THE FINAL LIFT FOR EACH v REFERRED TO IN GENERAL GON5TRUGTION NOTE NO. I. I. IF REQUIRED, CONTRACTOR SHALL USE APPLICABLE CONSTRUCTION REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENGY. LOT SHALL BE SUPPLIED TO THE PROJECT ENGINEER AT THE COMPLETION OF 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER 6EOTEXTILES AS SPECIFIED IN ISPWG SECTION 2050. THE PROJECT. o MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN 8. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS q. THE 511t)BGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, Q (10) FEET. WHERE IT IS NEGESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE NEGESSARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL GOMPAGTEO, INSPECTED AND PROOF ROLLED WITH A HEAVY RUBBER-TIRED 6, WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (IS) INGHES OF VERTIGAL OPERATIONS. FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO PLAGEMENT OF FILL. SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION STREET LIGHTING GENERAL q. GONTRAGTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY FILL WITHIN THE ROADWAY AREAS SHALL BE GOMPAGTED TO NOT LESS THAN r/1 o 542.07 OF THE IDAHO RULES FOR q5% OF THE MAXIMUM DRY DENSITY OF THE SOIL AS INDICATED BY ASTM D6g8 �J PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR ti IN FLEXIBLE PAVEMENT AREAS. �.W AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ENTERING THE PUBLIC RIGHTS-OF-WAY. a a m c W ca NOTES 10. STRUCTURAL FILL IS DEFINED BY THE 6EOTEGHNIGAL CONSULTANT. SEE = W G 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER 10. GONTRAGTOR SHALL REMOVE ORGANIC, OR DISTURBED SOILS WITHIN GLEARING 6EOTECHNIGAL REPORT FOR ADDITIONAL INFORMATION. o y W W -c 2 . O SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS y LIMITS SHOWN ON THE CONSTRUCTION PLANS TO DEFTRS AS RECOMMENDED PER 1I. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHIGH �1, W m Q o m c `6 NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO GROSS I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND GUT SHEETS 2 W C m ` THE 6EOTEGHNIGAL REPORT, AND WASTED OR STOCKPILED FOR LATER USE. TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHIGH ARE TO BE w " U m W z m z v WITH LESS THAN EIGHTEEN (IS) INGHES OF VERTICAL SEPARATION, THE GROSSING SHALL MEETING ISPWG SECTION 1102 PART 1.4. REMOVED. W 2 1.X C C ADDITIONAL DEPTHS MAY BE NECESSARY TO OBTAIN SUITABLE 5UBGRADE p 2. CONTRACTOR SHALL FURNISH MATERIALS MEETING ISPWG SECTION CO� > BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR MATERIALS AS DETERMINED BY THE GEOTEGH CONSULTANT. 12. TOPSOIL AND OTDER STOCKPILE AREAS TO BE COORDINATED BETWEEN m p a C m 1102 PART 2. a w p a g 2 g PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE GONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. WASTEWATER RULES (IDAPA 58.01.16). 3. CONTRACTOR SHALL COMPLETE WORK MEETING ISPWG SECTION 1102 11. GONTRAGTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND 13. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF 2 WIr I 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER GLASS PIPE SLEEVE PART 3. VEGETATION WHERE 5TRUCTURAL FILL IS TO BE PLACED. CONTRACTOR SHALL INTENT FOR GON5TRUGTION ACTIVITY WITH THE EPA. cQi' O LU WHEREVER THE SERVICE LINE GROSSES A STORM WATER TREATMENT FAGILITY (I.E., STOCKPILE MATERIAL IN DE516NATED ON-SITE SPOIL PILE LOCATION FOR 14. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM T SEEPAGE BEDS, DRAINAGE SHALES). LAN05GAPIN6. MATERIAL IN EXGE55 OF THE LAND5GAPIN6 NEEDS SHALL BE REQUIREMENTS OF THE APPROVING A6ENGIE5 OR AS SET FORTH HEREIN REVISIONS "' AC H D SITE SPECIFIC NOTES DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. WHIGHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT No. Date Description ROADWAY 12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING CONDITIONS ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE # # # U I. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE OF THE SITE PRIOR TO CONSTRUCTION. REQUEST OF THE AGENGY AND/OR THE ENGINEER. # # # cv I. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO BONDED WITH AGHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. # # # G) SECURE A RIGHT-OF-WAY GON5TRUGTION PERMIT FROM AGHD OR ITO AT LEAST # # # Uj `n TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. CONSTRUCTION IMPACTS MAY WARRANT ADDITIONAL CONCRETE CURB, CONCRETE GENERAL NOTES > s 2. AGHD OR ITO WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE GUTTER AND ASPHALT REPLACEMENT, WHIGH WILL BE AT THE Q UTILITY TRENCHES ABOVE THE PIPE ZONE. 015GRETION OF AND DETERMINED BY AGHD INSPECTION STAFF AS THE PROJECT NO.: O E PROJECT PROGRESSES. WHERE EXISTING GUTTER FAN IS IMFAGTED, THE I. GONGRETE MATERIALS SHALL MEET ISPWG 5EGTION 703 PART 2.1. 24035 B FRE55URIZED IRRIGATION MINIMUM ASPHALT OUT LINE OF 2-FOOT WILL BE ENFORCED. 2. AD MIXTURE SHALL MEET ISPWG SECTION 703 PART 2.2. Ir AGGREGATE AND ASPHALT 3. CONCRETE MIX SHALL MEET ISPWG SECTION 703 PART 2.4. DRAWN BY: I. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE 3. 5. BLOOMERAN6 IS GLASSIFIED AS A LOG5AL ROADWAY, E. LAKE 4. WORKMANSRIF SHALL MEET ISPWG SECTION 703 PART 3.1. EB IRRIGATION 015TRIGT IN WHIGH IT IS BEING CONSTRUCTED. HAZEL IS CLASSIFIED AS A GOLLEGTOR ROADWAY. SEE AGHD 5. CONTRACTOR SHALL FOLLOW WEATHER AND TEMPERATURE LIMITATIONS AS CHECKED BY: 2. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY CONNECTION BETWEEN STANDARD NOTE q FOR ADDITIONAL GUIDANGE. GENERAL NOTES THE POTABLE WATER SYSTEM AND THE FRE55URE IRRIGATION SYSTEM. THE DEVICE MUST SPECIFIED IN ISPWG SECTION 703 PART 3.2. U BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE 6. CONCRETE PLAGEMENT SHALL MEET ISPWG SECTION 703 PARTS 3.3, 3.4 AND CRC �JB Q CITY OF MERIDIAN WATER DEPARTMENT. I. GONTRAGTOR SHALL USE UNGRUSHED AGGREGATES MEETING ISPWG SECTION 3.5. DATE: n TRAFFIC CONTROL GENERAL 2. GONTRAGTOR SHALL USE CRUSHED AGGREGATES MEETING I5FHG SECTION 802. 7 TEMPERATURE REACHES 3CONTRACTOR SHALL �FTINUE OR LOWER. FURNISH CONOPERATIONS HHENr,CERETE SGENTHAT HIN& IIRLL HAVE A PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 3. GONTRAGTOR SHALL USE PLANT MIX A66REGATE5 MEETING ISPWG SECTION TEMPERATURE OF AT LEAST 50°F AND NOT MORE THAN 85°F AT THE TIME OF 10/31/2025 CIA DRAINAGE 803. PLAGIN6. O N NOTES 4. GONTRAGTOR SHALL USE ASPHALT PAVEMENT PROCEDURE5 MEETING ISPWG 8. PORTLAND CEMENT GONCRETE SHALL MEET ISPWG SECTION 706 PARTS 2.4 AND SHEET NUMBER o I. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, AGHD OR ITO SHALL BE SECTION 805. 3. L A `" RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT I. CONTRACTOR SHALL USE TRAFFIC CONTROL METHODS DURING 5. GONTRAGTOR SHALL USE PLANT MIX PAVEMENT MEETING ISPWG SECTION 810. q. FOR PRECAST APPLIGATION5, GONTRAGTOR SHALL PROVIDE SUBMITTAL TO THE o ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND GERTIFIGATION CONSTRUCTION THAT MEET ISFHC SECTION 1103, IF NEEDED. ENGINEER OF RECORD SHOWING GOMPLIANGE WITH ISPWG 5EGTION 704 PARTS I, OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE 2. CONTRACTOR SHALL INSTALL PERMANENT PAVEMENT MARKIN65 MEETING 2, AND 3.ISPWG SECTION 1104. C 1.1 0 DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER L_ THE APPROPRIATE PERMIT. 3. CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC SIGNS MEETING ISPWG n SECTION 1105. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 K Cherry Blossom Subdivision No. 1 16 `, � I w--- S89'20'38"E PLUS 11779 Rim=� 2597.96' 22.38' Midtown Square Subdivision 25g8� ���� L .=E 2591.26' Irrigation Box Top= 2598.05 15 12"PVC I.E.(S)= 2596.15 • �s 12"PVC I.E.(N)= 2594.20 - � 'EL- __ TEL 'EL "EL TE'_^ - TEL __ -,-� - S89'17'53'E 311.02' EL PLS 4431 PLS 4431 —UP77�1— X X -- ____— — 12"PVC(N)INV=2596.11 - Meridian Sewer Easement i x Instr. No. 394632 Block 2 I N ' �' ry4� ■ ; I � • I _ 0 14 = x N I � W I ' N 'U.) 8 M I ZI Easement Per Instr. No. 379115 i Cq 0 `� Instr. No. 329628 1 Z V --------- --------- -------------------L--------- -------- ------- ------- 12"PVC I.E.= 2596.14' do x x X X N 12 PVC GR EGR E /6 EGR o Pump � I LE.(W)= 2596.20' `_-- EGR I EGR-- .•••• EGR EGR---_ — 2591 _—SCR • LE(E)=2596.55 --ECR-- =Rim= 2597.89' — 9.82' \^ Rlm= 2595.62 1, I LE.= 2589.10- — 63.12 163.22' O Gss G G r�-- c 1 " • 115.18 ss ss ss O _N89'20 38 W N 18"RCP �- ........................ . III. Rim= 2595.80 — 259g ...................•N89.25'25"W 278.40' ............................. .. . .. LE.= 25s0. 3' W. Camellia Ave. 2ss� 6 I.E.(N)= 2596. 6' ..... ........ ................ g9 ..... .................... ........................................................... N89 25 25 W 116.32................................... sr so— --se- 2 ...... ........ ............... � I.E. S = 2596.73' ... .. ..... ..... .-��.- ...... ..................... ......................... .... .. ................ ...................... .................................. .. .. ( ) ........ ......................................................... ....................................... ToeI .. ................ ...... ................................................. ....... !'.'.. —x 2598—x X - .... ............. .. ............ .. .. ....I . .. p s. ss- X -� Pump �V29 OC r—x x x x X' o. 12"PVC .. ......... ... — 15"RCP .............................. ...... ... Rim= 2595.74' N.INV=2596.11' ...................... ........ S.INV=2595.96' I.E(W)=2596.09' (J I.E.= 2589,20 Welker Subdivision LE.(E)=2596.41' ''•'•'•'• .... / ............ \ Sewer Clean Out Elev. 2598.58' N.C. c Legend O Found 1/2" Iron Pin, as Noted Property Boundary Line O Found 5/8" Iron Pin, as Noted Right-of-Way Line Found Brass Cap Monument Lot Line ® Found Spike Monument Easement Line ■ Found T-Post x x Fence dr N.C. No Cap EGR Edge of Gravel Road III. Illegible FP Edge of Pavement OLot Number ss Sanitary Sewer Line Deciduous Tree (W/Size) so Storm Drain Line Power Pole -------------- Subsurface Pipe ] [r Guy Wire Anchor oP Overhead Power Line z Power Transformer UP Underground Power Line Power Meter TEL Telephone Line C1.3 7- Traffic Sign w- Domestic Water Line I ❑o Mail Box R Irrigation Line QC Storm Drain Manhole - -- - - — - Bottom of Ditch ® Water Valve Toe Top of Bank 2 10 40 ® Water Meter Curb & Gutter 0 5 20 60 NO. I REVISIONS BY DATE �O Sanitary Sewer Manhole Curb, Gutter Scale: 1" = 20' I DAH O 9955 W. EMERALD ST. 000 Clean Out and Sidewalk OIRR Irrigation Blow-off Valve BOISE, IDAHO 83704 .................... Area of Concrete SURVEY PH. (208) 846-8570 ........... FAX 8 8 4-5399 GROUP, LLC VVM.IDAHOSURVEY.COM Building Utility Warning \�NpLLA.N�S Cherry Blossom Subdivision No . 2 The underground utilities shown have been located from field survey information `o \GENS �-!✓,G and existing drawings. The surveyor makes no guarantee that the underground �� utilities shown comprise all such utilities in the area, either in service or Topographic Survey abandoned. The surveyor further does not warrant that the underground utilities 11779 shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available. The surveyor has �4 bZY� Situated in the NW1 /4 of the NE1 /4 of Section 12 not physically located the underground utilities. �'0 9 F \QPC� oy �F �o T.3N., RAW., B.M., City of Meridian, Ada County, Idaho. These drawings, or any portion thereof, shall not be used til kicCPM -1 on any project or extensions of this project except by Drawn: CMCCAMMON Checked: CMM Job No. Sheet No. agreement in writing with Idaho Survey Group, LLC. Date: 6/14/2024 Date: 6/14/2024 24-145 1 of 1 P:\Cherry Blossom Sub No. 2 24-145\dwg\Topo.dwg 6/14/2024 12:36 PM ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP DEMOLITION LEGEND CALLOUT LEGEND S \ST 2 REMOVE EXISTING TREE 227 6 EXISTING TREES TO BE REMOVED 3 RETAIN AND PROTECT EXISTING METER k�j0/31/250 � F RETAIN AND PROTECT EXISTING PUMP HOUSE 0p�TF OF PP� z APPROXIMATE CONSTRUCTION LIMITS O AND PRESSURE IRRIGATION INFRASTRUCTURE Z//V RpNN SAWGUT LINE O RETAIN AND PROTECT EXISTING POWER POLES o AND GUY WIRES o L EXISTING FENCE 6 RETAIN AND PROTECT EXISTING UNDERGROUND EXISTING GAS LINE O POWER LINE o a 0 RETAIN AND PROTECT EXISTING TRANSFORMER S - EXISTING SEWER LINE 7 S t0 0 mt E s c a N n 3 o w SD — EXISTING STORM DRAIN LINE $ RETAIN AND PROTECT EXISTING GAS LINE c (� oO c o1- 0 L a = OP—OP— EXISTING OVERHEAD POWER Q RETAIN AND PROTECT EXISTING WATER METER w 0 o r. a cb N `o v o AND UNDERGROUND WATER LINE _ �, Q -a o iu z IR EXISTING PRESSURE IRRIGATION LINE v w c��� 3 01 r ECDD co11 RETAIN AND PROTECT EXISTING GONCRETE . . . . . . 3 LL 0- to CD G10 — — — — — — EXISTING GRAVITY IRRIGATION LINE IRRIGATION BOX AND IRRIGATION PIPE _ _ K \ EXISTING WATER LINE 12 RETAIN AND PROTECT EXISTING SANITARY N SEWER MANHOLE 0 W QO EXISTING MANHOLE 13 RETAIN AND PROTECT EXISTING GONCRETE EXISTING WATER METER O DRIVEWAYS , O EXISTING WATER VALVE RELOCATE EXISTING STREET SIGN. SEE SHEET N 14 SD4.0 FOR NEW LOGATION o EXISTING POWER POLE 15 RETAIN AND PROTECT EXISTING FENCEIm —(T- EXISTING SIGN J 0 SAWGUT AND REMOVE EXISTING ASPHALT TO INSTALL WATER SERVIGES EXISTING PUMP STATION 0 0 ' z W APPROXIMATE AREA OF GRAVEL DEMOLITION NOTES. REMOVAL 'I o I. CONTRAGTOR SHALL REFER TO SPEGIFIGATIONS w AND DETAILS IN THE APPROVED GONSTRUGTION w DRAWINGS AND REFERENGES FOR ADDITIONAL Z APPROXIMATE AREA OF ASPHALT REQUIREMENTS. Copyright©2025 Z H REMOVAL All rights reserved. Reproduction or use in any form 0 2. ALL WORK SHALL COMPLY WITH THE LATEST I SPWG or by any means without written permission of 2 AND CITY OF MERIDIAN SPEGIFIGATIONS. erection Land Design,Inc.is unlawful and subject to 0 CAUTION NOTICE criminal prosecution. w PROTECT AND RETAIN EXISTING 3. APPROXIMATE LIMITS OF WORK ARE IDENTIFIED ON THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR BUILDING THIS SHEET. 0 ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS 4. IN THE EVENT OF A DISCREPANCY BETWEEN THE Z OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN APPROVED GONSTRUGTION DRAWINGS AND EXISTING Q THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. OR PROPOSED GONDITIONS, NOTIFY THE DESIGN w THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 PROFESSIONAL IMMEDIATELY. Z HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL a EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON G THE PLANS. coJ J w o Na W Z 0 w 0 Q w - W W ��n \� of • cJ10 CO W >z p � 0 0 -A 10 0 z � x TIIIIIIIIIIIII CD — UT- - - - UT- - - O cn -� — If — UT- - - - UT- - - - UT ` c � J fi iif � � � �� � X= x X—X—X—X—x—X—X—X—_X—_ X— 1 d O N - X X� !! !! !� M iF�if—cif X—X-�X if ifx-�- X X Y—y—v .� X_X w - uP- - - - uP 9 7 15 x W L o I m Q J 1 C/, oc — p p 0 I 15 � 1 4 n- >- z C/ � Z W I � � W I � � CC � z 2 W G 0 I I 1 �, O I � � I X-X_x X e � Z � � I I e 1 w w U Q l i , I OR o � loe� 13 1 (� F �Wy 6� — — — — — — — — — — — — — — — — — — — — — — — — — = W L I 6 2 5 do 5 oe Z15 15 � — yWpCC,Zj J W _ —X— XP X—X x— — �\` WmQ�� O XX OP �� H yC1t9�?'x Q I OP OP OP OP OP OP oP OP i Z W C 4 3 T $ 5 16 I C0/7 mQ koca `" am,- Qom No°a�z� C14 �P � -0 (,A r � � � � .I Jao �W C V O LLJR _ _ _ S S S S S S S O W W � L 12 REVISIONS J ••. CA M E L I A "E. No. Date Description LL < x _)� # # # 13 13 I # # # 0 x x oP 13 O S S S S # # # W � —x x —X—X—X—X—x o � # # # —X—X rx—X—X—x X � S __ S °co I w ow o 0_ Off— S S S S 1 PROJECT NO.: O 0 24035 o B o _ _ 0 _ DRAWN BY: v EB CHECKED BY: � a G CR, JB Q U DATE: o r 10/31/2025 df T DEMOLITION PLAN SHEET NUMBER A N N 20 0 20 40 60 aUi ■ C SCALE: I"= 20'-0" C1.4 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP ' Sox LAYOUT NOTES CALLOUT LEGEND LAYOUT & MATERIAL LEGEND Q� I. ESTABLISH SITE LAYOUT GRID FROM POINT OF BEGINNING (P.O.B) AT THE O INSTALL 3" ROLLED CURB 8 GUTTER PER ISPWG SD--102 - - PROPERTY LINE 227 6 SOUTHWEST PROPERTY CORNER WITH AN ASSUMED COORDINATE OF N: J� 0/31/25 O 6024.2q', E:-78(qq.32' (VERIFY). ESTABLISH 2ND POINT AT THE SOUTHEAST O CURB END TRANSITION. SEE DETAIL I/G2.5 P.O.B. POINT OF BEGINNING FOR GRID PROPERTY CORNER AT 45-f.84', S BgDEG 24' I-7" E FROM THE P.O.B. WITHESTABLISHMENT C) F OF �O AN ASSUMED COORDINATE OF N:60lg.53', E:832-7.13' VERIFY) z EXTEND EXISTING CONCRETE DRIVEWAY TO MATCH FINISHED GRADE OF THE G �/ RoNPBACK OF CURB. 2ND POINT SECOND POINT FOR GRID 2. REFER GL05ELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE ESTABLISHMENT LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO Z O ASPHALT PAVEMENT SECTION. SEE DETAIL 2/G2.5 CONSTRUCTION. 5 GRID LINE W N:600.00' O PATCH BACK ASPHALT PER AGHD SPECIFICATIONS. L 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION 6 W OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO RELOCATE EXISTING STREET SIGN TO THIS LOCATION. 516N SHALL COMPLY � EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE O TO MUTGD ¢ CONTRACTOR'S RESPONSIBILITY. ASPHALT PAVEMENT SECTION 'Co N o �, o WITH AGGREGATE BASE. SEE � ° .E c -0o m IN 3 o w $ CONSTRUCT COMMON DRIVE APPROACH PER ISPWG 50-110 DETAIL 4/G2.5 a E ° 0 0 c Z 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT a`cn E coo ° W AND SLEEVES WITH RESPECTIVE A6ENGIES. W (D 0 o = c N s a = ac7] L) c c ' ro0 F ,� w N.sr � a � obN `0 o 5. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. STAKING _ -a N Q &a o z SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR IN IDAHO. �w 0o-J 3 r cCOo 1. o . . . . . . 3LLo_ to CD w 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANGES AND . _ - K GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION Z OF THE DESIGN PROFESSIONAL FOR A DECISION PRIOR TO COMMENCING W WITH THE NORK. MATERIAL NOTES W -7. WHEREVER CONCRETE FLATNORK ABUTS BUILDINGS OR COLUMNS IT SHALL HAVE AN EXPANSION JOINT. 1. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS IN THE , APPROVED CONSTRUCTION DRAWINGS AND REFERENCES FOR 8. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS ADDITIONAL REQUIREMENTS. SHALL BE SMOOTH AND CONTINUOUS. 2. ALL WORK SHALL COMPLY WITH THE LATEST ISPWG AND CITY OF q. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO NEW OR EXISTING MERIDIAN SPECIFICATIONS. o IMPROVEMENTS INGLUDING LANDSCAPE AREAS AS A RESULT OF J CONSTRUCTION ACTIVITIES. 3. IN THE EVENT OF A DISCREPANCY BETWEEN THE APPROVED CONSTRUCTION DRAWINGS AND EXISTING OR PROPOSED CONDITIONS, Z 10. STRIPING, AND 5I6NA6E INFORMATION. ALL SIGN POLES LOCATED IN NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY. ° O LAWN AREAS ARE TO RECEIVE CONCRETE APRONS. ' Z z W U W 'I O F w w z z w Copyright©2025 Z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 H Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w a w K z 0 zz Q Y K Z W fl ¢ G Cl) Z \ I 0 w O I < CV V/ o a z G (n " LU � o \ � I a Q ~ \ CC G Cy W \ U CC co 0 0 cf) O 4 A 0 UJ w w o C w \ c F � �S % - - - UT- - - - UT- - - - UT- - - - UT- - - - UT - - - UT- - - - UT- - - - UT- - - - UT- - - - UT— - - UT ~ _ _ Q x O CIA x IR IR x IRx�x IR IR IR IR x—x�—x—x—x_x_x— x—x—x—x—J—x—x a o U P IR IR x!- x x—x—x—x—x—x—x—x 5 X _ IR I W I J ` _ - - — - - — — — — — — — — — — — — — — N co I I o I ♦♦/^� Q x N:6,100' c z LL I I I I I I I I � � Wx� 8,372 SIF O 5 c 7,235 SF "h 7 96600 SSF I 1 x� 1 1 1 x x o Z T O II x e I i v � I - - - - - - I I �s• I I ° I II II e W - - - - - - w - - - - - - - - - -- U OQ U p X r — - - -- - - - - - - - - - - - - - - °1 0e � - t - - J I o — — — — — — — — — _ � P — — — — — 16� 2 4 — — - - - L0 9,160 SF 2 o 1,847 SF r7 oP oR oP —x— x— — — a a o= W O Q I 3 — x x P cn i ymac�o. O LO y���Y�� R S 5 C � P.O.B. GS W W W - az�°,W T� W. CAMELI AVE. O - 2 2ND POINT ,� �� REVISIONS LL No. Date Description _ C2.5 I o S S S S S — # # # Q # # # _ —x x— x x—x—x x —x—x—x—x� c� � 61.31 K—x—x— oP _ N x W W a # # # N:6,000' Lu S � S S CO N:6,000' # # # U s 0 o PROJECT NO.: O o p — 24035 B o WDRAWN BY: ^^ o 0 0 0 EB LPL rn � Ili G w CHECKED BY: C- w w w w w CR, JB Q U � N � 10/31/2025 0 d O A N T LAYOUT PLAN SHEET NUMBER 9 N 20 0 20 40 60 U N - C2.1 L SCALE: I"= 20'-0" C) 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP C3 \S 227 6 U k�j 0/31/25 0 C'��TF OF z iN R ONN 0 z z 0 Of W a w u = °�� o Ip a) o W C C U r Z O ¢ � � 200 M� p07 � U a E'�' a CID C L Z CO W a`) < E ai c ccbM� C52 W m W OO 'C O I- auSU C = - L U C U O [0 N o U a' W 0.T L W O N z C O 25" > z O m uz 3N c ¢ UJW C7� J 3 � L fWO m O CD w 101, 14" PREFORMED 'TYPE A' EXPANSION _ _ 10 Of K 1" JOINT MATERIAL SHALL BE INSTALLED AT CURB TERMINUS N W d p 00 d m O w d ° d ° f/1 6" Z ° o ° $° ad \ 41 0 5�O' d° d d° o d a U 7" ASPHALT AND TOP o ° OF CURB FLUSH ' W Z a ° d d ° ° ° e F O d ° ° ° DETAIL OF END W ° d ° ° ° OF TRANSITION Copyright 2025 W © 'I Z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 H Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. ° PREFORMED 'TYPE A' EXPANSION �� w °d d°° JOINT MATERIAL SHALL BE INSTALLED AT CURB TERMINUS w a d / \d 1 V// CURB FLOWLINE Z 4. ° ° d ASPHALT PAVING o Z ° °d < K ¢ d ° d C Z D G w A w 44 < O °°d N p CD a ° O w CD ° BASE GOURSE, AS SPECIFIED C o �O� GOMPAGED SUBGRADE C M J w _III III III P `,J W Q III III 111j111 -1=E1 I I I00 Q N III iI'Ilil! STANDARD VERTICAL CURB O (n W NOTES: (n I F I. USE WITH STANDARD 6" CURB AND GUTTER TO AVOID ABRUPT BEGINNING AND END OF CURB. w W LID 2. SEE I.S.P.W.G, SD-707 FOR ADDITIONAL INFORMATION. co " O � ~ CURB END TRANSITION � � zQ J Q � 0 m U O � z EL � z O w Q w Ify _ O O I U p F- 10, � U EX. CONCRETE DRIVEWAY ASPHALT DRIVE 20'-0" FINISHED GRADE D D Q P.G.G. CURB S GUTTER (IN) J rn 1.5% TO 2% SLOPE W Ir W y Z II III III III o°�� W o 0 2= O J o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ \ y 6 . I I I I I I I I—III—III y i W�W z�; �' _ III III II �� �a�Q�WW U � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —1 — — _ —1 — — _ l o NQ Q�Z� C� 'W - III—III—III—III—III—III—III—III—III— III III III I I Q Z,.W � III _III— III—III—III—III—III—III—III—III—I —III—III—III III—III—I —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— — — I—III—III—III_ C II III III III III III II III O LU III III III III II III III III III III III III III III III III III III III III III III III III II III III III „III, , _I —III—III—III— —III—III III'LU III III III REVISIONS No. Date Description LL " 2.5" ASPHALTIC PAVEMENT (5P-3, 0.50 INCH ( ") # # # G) PG 58-26 # # # / 0— 4"OF J" CRUSHED AGGREGATE BASE COMPACTED PROJECT NO.: SUBGRADE O 0 14" OF 6" UNGRUSHED AGGREGATE 24035 0 B (0 DRAWN BY: NOTES: EB I. SEAL GOAT TO CONSIST OF A SINGLE APPLICATION OF SS-IH EMULSIFIED ASPHALT (MIXED WITH AN EQUAL AMOUNT OF WATER) APPLIED AT A RATE OF 0.10 GPI SAND CHECKED BY: BLOTTER TO BE APPLIED AS NECESSARY. JB U "2. BASED ON THE R" CR, VALUE OR G.B.R. TESTING, THE BASE AND AG THICKNESS MAY INCREASE. 3. A LOCAL RESIDENTIAL STREET SHALL BE A NON-GONTINUOUS RESIDENTIAL STREET SERVING 30 LOTS OR LESS. DATE: 0 4. TAGK GOAT SHALL BE APPLIED BETWEEN THE GOARSES OF PLANTMIX SURFACES. 10�31�2025 dr O" C14 PRIVATE DRIVE SECTION - MEDIAN TO SHEET NUMBER A "_ 2 CURB AND GUTTER C2.5 U N O L O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP C3 \S GRADING NOTES STORM DRAIN NOTES GRADING LEGEND GRADING KEYNOTES 227 6 k�j 0/31/25 0 I. BENCHMARK: (BRASS GAP NEAR W CARLTON AVE) VERIFY WITH EXISTING I. PROVIDE METALLIG LINED PLASTIG UNDERGROUND HARNIN6 TAPE AT ALL 1040 CONDITIONS. VERTIGAL DATUM = 2602.32. PIPE LOCATIONS. PROPOSED CONTOUR O MATCH INTO EXISTING GRADES VIA SMOOTH C�� F OF \� P� 2. CONTOUR INTERVAL EQUALS ONE FOOT (I'-O"). 2. ALL POTABLE/NONPOTABLE WATER PIPING MUST COMPLY WITH CITY OF TRANSITIONS. CONTRACTOR TO ENSURE NO GROSS-LOT Z/N R�NNP z 3. ADD 2500' TO ALL SPOT ELEVATIONS. MERIDIAN, ISPWG, AND IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY - - - -1050- EXISTING CONTOUR DRAINAGE. o 4. GONTRAGTOR TO VERIFY ALL EXISTING ELEVATIONS NOTED ON THIS PLAN REQUIREMENTS. THE HORIZONTAL SEPARATION OF NON-POTABLE TC 98.03 SPOT ELEVATION Z AND NOTIFY THE DESIGN PROFESSIONAL WHEN ELEVATIONS DO NOT MATGH SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS �(� Q INLET GATGH BASIN PER AGHD SD-604A (FOR ROLLED 0PLANS. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NEGESSARY FOR A CURB) W L 5. COORDINATE ALL EARTHWORK OPERATIONS WITH CIVIL, MEGHANIGAL, AND POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO GROSS WITH 2,43% FLOW DIRECTION AND GRADIENT W 1000 GALLON PRECAST SAND GREASE TRAP PER o M ELEGTRIGAL ENGINEERING SHEETS. LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION THE 3 E 6. GRADES SHOWN ARE FINISH GRADES. GROSSING SHALL BE GONSTRUGTED IN AGGORDANGE WITH SEGTION ISPWG SD-624 °, 0 N ° -7. ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM. 542.0-1 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER SYSTEMS SD DRAIN PIPE AS NOTED ON PLAN .s co � 8. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. (IDAPA 58.01.08) AND SEGTION 430.02 OF THE WASTEWATER RULES GRADE BREAK LINE �L E D 00) 0 n 0 q. PROVIDE POSITIVE DRAINAGE TO DRAINAGE STRUGTURES, CURB GUTS, - GB - GB 23.- � Z (IDAPA 58.01.16). ALL CROSSINGS MUST BE WITNESSED BY A a E.N a , co M r- w DRAINAGE SHALES, AND DRAIN INLETS. REPRESENTATIVE OF BREGKON LAND DE516N. CD , 0 o 0 o n° 0 10. CONTOURS AND LABELED SLOPES ARE TO CONVEY GENERAL GRADING 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES C " ` 2 Y `' 0 CONCEPT. SPOT ELEVATIONS TAKE PRECEDENCE. WITHIN THE GONSTRUGTION AREA UNTIL THE DRAINAGE IMPROVEMENTS EXTENTS OF SEEPAGE BED w .N Q 1 - 9 o N z r o 11. ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT (IY) ARE IN PLACE AND FUNCTIONIN6. w c��� 3 r y CU cc) 1 s GROSS SLOPE UNLESS OTHERWISE NOTED. 4. ALL PIPE AND PIPE JOINTS SHALL MEET AASHTO M-2CK TYPE S PIPE 3 LL a c° CD 12. ALL GHAN6ES REQUIRE APPROVAL BY THE DE516N PROFESSIONAL AND REQUIREMENTS. _ _ 10 �( THE APPROVING A6ENGIES. 5. EXGAVATE SEEPAGE BEDS A MIN. OF 12" INTO FREE DRAINING MATERIAL. Z 13. IN THE EVENT OF A DISGREPANGY, IMMEDIATELY NOTIFY THE DE516N 6. DRAIN ROCK SHALL BE 15'-2" GLEAN ANGULAR WASHED DRAIN ROCK. RE RIM ELEVATION N PROFESSIONAL. -7. THE SIZE OF THE DRAINAGE AREA SHALL BE ENLARGED IF GROUND W WATER IS ENCOUNTERED ABOVE THE BOTTOM OF THE DRAINAGE BED. IF IE INVERT ELEVATION THIS SITUATION OGGURS, GONTAGT THE DESIGN PROFESSIONAL IMMEDIATELY FOR NEW SEEPAGE BED SIZING. ME MATCH EXISTING ELEVATION , 8. ALL DRAINAGE FACILITIES MUST BE INSPECTED BY BREGKON LAND DESIGN DURING INSTALLATION TO ENSURE SYSTEM GERTIFIGATION BY TG TOP OF CURB DE516N PROFESSIONAL. 24 HOURS NOTICE REQUIRED. HP HIGH POINT 0 q. LOGATE 5UBSURFAGE STORM WATER DISPOSAL FACILITIES AT LEAST 25 FEET FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO o GATGH BASINS OR SAND AND GREASE VAULTS. LP LOW POINT J PG POINT OF GURVATURE 0 PT POINT OF TAN6ENGY o PRG POINT OF REVERSE CURVE ' w �I o w w z Z W Copyright©2025 Z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 H Ireckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. a w K z 0 0 w z Y Z w ¢ „ I o I J o J G C^ \ SEEPAGE BED A(501 20'W 7'D) I I o I N Z � G TOP OF DRAIN ROCK ELEVATION= 2596.0' w o 'A TOP OF SAND ELEVATION= 2590.0 10 BOTTOM OF SAND ELEVATION= 2588.5' a 10 ME 98.75± ASSUMED GROUNDWATER DEPTH= >20'BGS o M V N STORAGE VOLUME REQUIRED= 2,434 C.F. o ME 98.14± N 1 STORAGE VOLUME PROVIDED= 2,440 C.F. (n a _ DESIGN INFILTRATION= 8.0 IN/HR O CD o ASSUMED DEPTH TO FREE DRAINING SOIL= ±8.0'BGS o w _ o - - - UT- - - UT- UT- - - Q o � ME 98.80± T- UT- - - - UT- T- O - - - � Lu _ 1 x ME 99.08± ME 98.51± ME 98.51± ME 97.69± O x� - --- x-x-x -x ME 97.26± x-x-x- x x-x-V-r �-x- a -2599- - _ x-x-x-x-x-x- - ~ 0 O IR IR IR IR IR= -- FG 98.38 - - x-x W - UP IR -2598- FG99.02 _ IR IR IR I W o - - - - 20'- - 2 I x x /Y - - - - 1 - C3.5 - - - - - � - - - x I I � � CO <_ � 0 � C_ I 1 1 r - ' TC 97.57 M �S ���• I x I Q \ I ) 1 P o TC 97.57 9� I o ,/ N o N I X E - I I �� CP I � � � I I I O TC 97.45(PC) I LIJ Q o 7SDCB .45(PT) ILL x-x_x x- P Z �1 O Q I 0, 01 _ SD CB 02 0)�j I p� a 1 N \\ \ \ O55.1031 N:8102.5121 O I F \ W W rn E:8102.4421 4 I / o E:8072.8738 RE:2795.70' w C - RE:2795.69' - _ O I ` \ SE:2794.1T SE:2794.18' - - - I oe I I (� Q IE OUT:2794.1T E IE OUT:2794.18'W X I _ � i r � - - - - - - TC 97.35(LP) 1,65% - - _- - - - - C) _ _ �o I \ TC 98.89 TC 98.68 TC 98.16(PC) 12 LF OF 12" @ 1.00% 13 LF OF 12" @ 1.00% TC 97.97 PT - - - - - - - - - P r n ME 98.30±z ( ) TC 98.27(PC)(HP) TC 98.22(PRC) ) \ ,oP v SGT 01 (1000 GAL) ) ME 95.75± ti 7 Q I I ti N:6054.9340 HP 98.13 PT ME 96.84± TC 95.80 I a �' W = W L ( ) ME 96.93± a a o 17/\ 17/T_ E:8087.2291 ���/� ��/� -x- -x- - x- P o yWO�O?- O - -rr 55' I r. \I I 3 SE:2793.70' - 2 - �1"\ °\• S9 �\� y2��YCC SE:2793.70' �� ��`' `" Z W� z�o Gj �° � �✓ �� a ►C1C9W►C9 v o IE IN:2794.03'W2V, mQt��CWW S' 8��5 �� IE `o �Go �S a 0 NOOQzzz (f)N -� �� S s SS N_� LI 9� / Qazu 9 C R - IE OUT:2793.70'N 8 SS 8 SS 8 SS _ - W - W t W W ME 98.08± � �� o ME 98.19± O ME 98.79± � ME 98.85± ME 98.59± - - O ME W. CAMELIA AVE. ME 98.39± ME 96.80± 1 ME 95.68± REVISIONSLL C) No. Date Description -x-=x_x_x-x- oP x-x-x-x S # # # - -x-x-x-x # # # 0 / \ � S � S � S I W N W� 0 # # # w *�� S S I > 0_ C \ PROJECT NO.: O 0 / 24035 DRAWN BY: o \ CHECKED BY: C_ CR, JB U N DATE: 0 10/31/2025 dr N O T GRADING & DRAINAGE PLAN BM SHEET NUMBER Z A N N 20 0 20 40 60 o C3.1 SGALE: I"= 20'-0" 0 to 1 2 3 4 5 1 6 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP C3 SST 227 6 U k�j 0/31/25 0 C'��TF OF z iN R ONN 0 z z 0 W W a w u x o N o 0 o La cod ¢ •y ff� 'O CO O N O .V N CO 1 W� OO W 01 L E 7 �, a 0 /'My`� O w 'L L5 N 01 O Co 4; O W (D E m c c tO N C7 -° W O) O O❑ a p f� 0F L T x S acL3U c C: W UOl.-0 L O O O O N O U O -O N O- (�O0 O N Z c N '> C O M.- C 3: N C a ¢ M L L L M O W L Z UJW C7� J 3 mL CO O • • • • • • 3 W W to C7m U w 0 a z W w a w x m w U U 0 O Q O 0 O F J MONITORING WELL PER KEYNOTE 4 18n Z 0 U O Z Z N N w TOP OF GRAVEL w % ��� vv� � v vas ����� ° ° ° tom Z —606 �°�°�°�°�°�°�°�°�°�°—— — Z ° ° ° ° ;; ° ° 10 o ° ° ° ° ° ° ° ° ° ° ° PERFORATED 15" PIPE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 •• oho O w °mob ° � •• ��° CopyrightO F- ° rb �b �b�3 �b�b ° �b �b �b�b �b�b �b �b Cb Cb Cb rb �b �b �b�b .. ° �b C 2025 W rD ro rD ro ro ro ro rD ro ro ro rD rD rD rD rD ro rD ro ro ro rD All rights reserved. Reproduction or use in any form o W' ODDD yDryO y0y 0y 0y 00000 OryO y0y 0y 0y OODDDoy Dy 0y 0y 00000 y00 y0 y0y 0y Dy 00000 Oy O or by any means without written permission of H O W 4 4�r�y4,�r�y4, ���rppyy4, 4 4 5 4/���pp4.,/r�pp�.,b/r��pp.,b O W N ��py4 4 4 4 pp4 4 b bp9b b b 4 4 4 4 4 4 4 4 b�py4 4 4�94 4 �p4 �pb�pb •• b Breckon Land Design,Inc.is unlawful and subject to 0 W LL1� m Z °�j �j �j ��y �yb OL%�qy �qy L_4L_` Yt6_`b W LLI CL m Z ° �yb �qy �qy �b�b�b�b�b� � � � � �j �j �j ��y ��y �yb �qy �gyW�b�b�b�b •• °� criminal prosecution. w Q O W °�jCc)b�jb b b Y�b�y �yW�yW�jW�jb�b�b Q O W °� �b�y �W�jW�jb�jb�b�b�b�b�b�b�b�b�jb�jb 4 b�bbW�jW�jb�jb�b�b •• °�b Q Q 2 x ° b bCc) Cc)��rqqyy,��yy �p b�p b�q b�q b b�—pbpp�pp`b��"�ppyy`b Q 2 ° b b b b bppbppbppb�pyb�pyb�pyb pub b b_gOgOq b b b b b bppbppb020, pb�pb •• O b z _U a-W ° �j �j 4�y4�gy ���j��j �jN�jM�j`,bj bj`b z_U W °�gy � �j �j �j �j b�j b�j bj bj b�j b�j b�py �py �j �p} �j �j �gy � � �j �j �j �j b�j b�j`.t� j f •• ° Z Z W W 4 4 4 b b b b b Z Z W bI b b b b b b b b b b b b b 4 4 4 b b b b b •• Cl) ° W D�y0%01D,gyD�gyO�yO�j.O�j.O�j.O�j.O�j.O�j.O�j.O�j.O W O�j.O�j.O�j.O�j.O�j.O�j.O�j.O�j.O�j.O�jo�j.0�j.0�jo�jO�jO�yO�yO�gyD�gyO�yO�j.O�j.O�j.O�j.O�j.O�j.O�j.O�j.O�j.O D�jo b�"j..b�"j.,b�"j.,b�"j.,b�"j.,b�"j.,b�"j.,b�"j.,b�"j.,b ° �"j.,b�jjjjjjjjjjyyyyyj..b�"jjjjjj.,b "j.,b •• °"yb U "6 "b"b"b"b"b"b"b"b"b Ub"b"b"b"b"b"b"b"b"b"b"b"b"6 "b"b"b"b"b"b"b"b"b"b •• "b c LLJ jjj.O�j.O O�j,D�j,D�j,O�j,O�j,O�j,O�j,O�j.O�j.O�j.O�j.O�j.D�j.D�j.O�}.0�}.0�}O�j.D�j.O�j,O�j,O�j,O�j,O�j,O�j,O�j,D�j,O�j.O�j.O •• O�jo u, C�C) °"`4"`4"`4"`4"`b"`b"`b"�"�"�"`b"`b"`b °"`b"`b"`b" "`b"`b"`b"`b"`b"`b"`b"`b"`b"`b"`4"`4"`4"`4"`4"`b"`b"`b"�"�"`b"`b"`b"`b •• °"`b = D D D D D D D D D D D D D D = D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D r4otSLd).om., ..r��4otCL.a>a.m..m..r9or9ocSL5) .,m,.@ornotSLa)�.,m,.mo.�S�tS�d>om.,@�. ��; d BOTTOM OF GRAVEL d Z 0 z z •• co .. 75; Z ao Z01 12„ 8„ 12„10- UJ o ss N Z � - - - — — BOTTOM OF SAND - - - - - - - - - - - :a ``� WIDTH PER PLANS r`� LENGTH PER PLANS =_ o� w 0 o ELL CAP 12 W o N — MINIMUM HIGH GROUNDWATER — Wo SECTION LEVEL, FIELD VERIFY PROFILE > SECTION w (� NOTE: CONCRETE COLLAR TRAFFIC AREAS O 0 SEEPAGE BED REFER TO AGHO SEGTION 5200 STORMWATER DESIGN GUIDELINES BMP 20 FOR PLAN VIEW r n Q m S LOCKABLE WELL COVER, 5 DIAMETER C J 1 F ADDITIONAL REQUIREMENTS. IN GASES OF GONFLIGT, BMP 20 WILL GOVERN. WATER TIGHT GALVANIZED STEEL r n T z w GOVER AND CANISTER. c J y o O FINISHED GRADE. f„ L z -1II-1II-1II-1I :• - - - - PVG GAP, 6A5KETED (WATERTIGHT). 1 1 I o 11 11 1-1 1= LJJ 0L 1 1 1 I GONGRETE (COLLAR), GLASS 3000 ° (ISPWG SEGTION -703)o 1 1 I I I -I- Q �IIIII IIIIII " MINUS GRUSHED A66RE6ATE FOR z 06 E o I�I,1,11 I� III BASE (ISPWG SEGTION 502) OR U p MATERIAL REQUIRED FOR STORM DRAINAGE FAGILITY (I.E DRAIN ROCK, w I� o FILTER SAND). � � w : z a) m < PVG PIPE, 4" DIAMETER ASTM D-3054 '0O W SDR 35 z rn o Z 2 - STAINLESS STEEL HOSE GLAMPS DRAINAGE AREA #2 DRAINAGE AREA #1 00 Q AT 3" SPAGING. SECURE GEOTEXTILE U LU TOTAL AREA: 34,562 SQ.FT. TOTAL AREA: 2,633 SQ.FT. Coo IN PLACE. U Q IMPERVIOUS AREA: 6231 SQ.FT. IMPERVIOUS AREA: 2,633 SQ.FT. I i z I of ;00. FILTER SAND (ISPWG SEGTION 50I) D PERVIOUS AREA: 28,331 SQ.FT. PERVIOUS AREA: 0 SQ.FT. �••? I� ••f PERFORATED PVC, PIPE, ASTM D-3035 v C VALUE- C VALUE: o 0 ;•• SDR 55 WITH 6 -J" HOLES AT 3" ON o 'I••+ GENTER. ro ro 00 z Lu o I•• DRAINAGE 6EOTEXTILE, TYPE I (ISPWG a a(ryDc= W SECTION 2060) • '� °W W c 2 O _ _ I••' ` y x W r •' �\\ WmQ000► F _ _ _ _ — _ _ iD fI PVC, GAP, SOLVENT WELDED OR y v W? r , 0 I GASKETED (WATERTIGHT) / Z NOTES: 12" / Jazu �W �o�Qom C � Q x I I. WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE ? W FAGILITIES. _ILH O = I — — — — — — — — — — — — — — — °e U 2. LOCATION OF GROUND OBSERVATION WELLS SHALL BE APPROVED BY GITY REVISIONS LL X I — — — — — — — L- — — — — — — — - \ L _ _ — — — J I ENGINEER. No. Date Description N IO MONITORING AND OBSERVATION # # o w WELL SECTION s ,: - # # w C x _x—x PROJECT NO.: O 0 0� - s � S 1 � 0 24035 B Q II DRAWN BY: EB T DRAINAGE BASIN MAP CHECKED BY: C_ CR, JB Q � N DATE: 0 10/31/2025 dr O oSHEET NUMBER N z A 0 n C3.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP UTILITY LEGEND �S,ONAL W W W W EXISTING 12" WATER MAIN Q�pF \ST W4// 5" FIRE SERVICE 227 6 k�j 0/31/25 p SINGLE WATER METER 4 SERVICE 0F OF �pPPP� 261 O J J S /N R ONN X EXISTING SEWER LINE z w w o L M w 8//SS N PROPOSED SEWER MAIN w rn °o X o M _ 2605 . � ? X M 00 N O SANITARY SEWER MANHOLE �c° — co � o +-' — 'O O OO} �O w ON H O � .v T) co 00 CO 1 O N mL E 7 C a N 1` � 0 w `D + °' Z a' PROPOSED SEWER SERVICE LINE � 2).- � "' E E Z z o + - O a rn U) fY EO NNZ Z CO 00 W � ON 0 (D o0 c or" 0 s � _ 2600 � U) tY00 00 0 � � ? w �o )° a EtpN `oU o U i �- _ � � " ' UTILITY KEYNOTES — � N � � r- z j C U r0 C 3: N C a Q Co Q Z UJW C' J 3 XL fD m Z U) U) tY oo W . . . . . . 3W W corgi N K O CONNECT VIA HOT TAP EXISTING WATER MAIN IN 4TH STREET. - z 25g5 CONNECT 8" SEWER MAIN TO EXISTING SEWER MANHOLE. COORDINATE WITH w QCITY OF MERIDIAN. CONTRACTOR TO CONFIRM INVERT ELEVATION AND LOCATION. CONTACT DES16N PROFESSIONAL IF ANY DISCREPANCIES ARE FOUND. , 25�i0 232.11 LF OF 8" @ 0.60% _ _ O INSTALL 8" PVC, SEWER MAIN AT DISTANCE PERPLAN. SEWER MATERIALS 4 o INSTALLATION SHALL COMPLY WITH DIVISION 500 OF THE ISPWG. 0 a INSTALL 48" SANITARY SEWER MANHOLE PER DIVISION 500 OF THE ISPWG. o O O$ MAINTAIN 18" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE LINES J 2585 PER CITY OF MERIDIAN WATER NOTES 1 4 2, SHEET CI.I. Z O U m m _r r N N Q I NSTALL I S" WATER SERVICE I GE LINE (LENGTH PER PLAN) AND DOUBLE 2" CISf SNATER D W4. METER PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS, I W ly U n n (VN (VN (VN NN NN N� NN NN 'I 10 INSTALL 4" FIRE SERVICE LINE (LENGTH PER R PLAN) PE DIVISION 400 OF o -0+20 0+00 1+00 2+00 3+00 4+00 THE ISPWG. w z GINSTALL 4" SANITARY SEWER SERVICE AT 2% MINIMUM SLOPE PER ISPWG W 50511B AND DIVISION 500 OF THE ISPWG. Copyright©2025 Z H All rights reserved. Reproduction or use in any form o 12 EXISTING WATER METER SHALL SUPPLY LOT 2 BLOGK I or by any means without written permission Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w T SANITARY SEWER PROFILE UTILITY NOTES: N 30 0 30 60 GO 0 ■ I. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE ISPWG AND Y SGALE: 1"= 30'-0" ALL CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 0 2. SEE SHEET G3.1 FOR STORM DRAINAGE INFORMATION w 3. SEE SHEET G8.1 FOR PRESSURE IRRIGATION INFORMATION o co 4. SEE SHEET C7.1 FOR GRAVITY IRRI6ATION INFORMATION Q N Ww V/ F Z O ■ C r U N CO O Q z 0 I� Q O N 0 F 0 ° w N cf O O L L 1 J Z o W rL W J O E o A o 0 �S \1� - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT UJ p x -_- --_ —iF�if ifs—IE X— X—X—XIII X— I w � - UP 12 IR IR IR IR IR IR IR == IR = i�--x•�1 i X—x—x—x—x—X—X—x—x—x—X—X—x—x—X—x—LX—X1 W a- O X — — — — — — — — — — — — — — — IR IR I I W I� - - - - - - - - - - - - � - - - - - - I U U - - - - - - - co 0 I I G a p - I I Cf) � H � I I I I I I W X� O 3 I ti I I 8,372 SF 7,235 SF O I a Q p= W 7,960 SF I —x—x P (� �+ y W L o,Zj Q I x (n Z �\\ WCQ a�pF O o zHamm z�� U / - - — — — - - - - - — — —I — — — — — — — _ c� Nc Qzzz �, _ _ _ / O X r — — — — — — L c= 11 — J I � REVISIONS Q — - - - - - - - No. Date Description LL - — — — — — — — — — — — — — — De — — — — — — — — — — — — — — — — — — — P # # # Q N I I 9'160 F I g o 1 # # # Lii 1,847 SF ���lh ���M OP �� oP —x— —x— P r' # # # x x „�/�'� —397LF-4"WATER „�M �/�'� „�/�'\ „ „ PROJECT NO.: Q I 8 348 LF- 1.5"WATER w O I _ UP % +�� 1+00 I I �80 191 LF-1.5"WATER 24035 +nn I��il \ SI S 3+00 I $ DRAWN BY: B $ 8"SS g"$$ 8/,SS 8"SS �l G 3 77 EB D— Ir o —IR — 7 G 8/,3S S S —� S S S 6 GS � W W 5 SSMH 02(EX) CHECKED BY: W. CAMELIA AVE. C 3 SSMH 01 (EX) ,�, - w — CR, JB Q U /2025 _X—X— ` DATE: o x—x—X— x °P rx—x—x—x x —X—x—x—x S S S S 10/D DATE: 0 �. ni rn tnr O N TUTILITY PLAN SHEET NUMBER A N N 20 0 20 40 60 U ■ a SGALE: I"= 20'-0" C5.1 L n 1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP GRAVITY IRRIGATION �SS(px IRRIGATION CONSTRUCTION NOTES �o� vsT Roti� I. GONTRAGTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY LEGEND Q DEMOLITION OR GONSTRUGTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES 227 6 SHALL BE GONTRAGTOR'S RESPONSIBILITY. 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND PROPERTY LINE s 10/31/25�0 SLEEVES UNDER HARD SURFAGES WITH RESPEGTIVE GONTRAGTORS. RIGHT OF WAY LINE qT P w 3. GONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR 0 F OF THIS WORK. /V RONNP o 4. GONTRAGTOR SHALL REMOVE AND DISPOSE OF ALL ROGK AND DEBRIS BROUGHT 3 5. �TALLATIION SHALL COMPLY WITH ALL GI THE 5URFAGE AS A RESULT OFENGHOPERATIONS. OF MERIDIAN STANDARDS AND THE ACRONYM LEGEND 0 LATEST VERSION OF THE ISPWG. W L 6. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY RE RIM ELEVATION AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS M SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED IE INVERT ELEVATION o N z WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. ' N C � 1. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIG IN NATURE. SE SUMP ELEVATION 'Co 5� (0 0 m ° FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND GONDITIONS °c �LE- .m : to (9 Z PRIOR TO GONSTRUGTION AND PROVIDE NEGESSARY ADJUSTMENTS. (D Q cn E m c c cab p0'p W 8. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY GRAVITY IRRIGATION U o 2 L 0 RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED WITH NEW PRODUGTS OF w N.s r a :v 0 N `o C.� o EQUAL OR GREATER VALUE BY THE IRR16ATION GONTRAGTOR, AT NO EXPENSE TO > 0 °.m 0 3 0 0 a Z THE OWNER. KEYNOTES � J w �� J 3 � L . . . . . . 3LLa toC7 G. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING o K THE GONSTRUGTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. • - • • - 10. IN THE EVENT A DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGN O GONNEGT TO EXISTING IRR16ATION BOX. GONTRAGTOR N PROFESSIONAL.L. 1 TO CONFIRM LOCATIONS $ INVERTS. ° O2 GONSTRUGT 4'X4' IRRIGATION BOX PER ISPWG 50-61CI. w PIPES AND SIZES PER PLAN , ¢ QCONSTRUCT 50" IRRIGATION STANDPIPE PER ISPWG z 50-620. PIPES AND SIZES PER PLAN G GONNECT INTO EXISTING DITCH 0 a J U z z 0 U O ' z F W U w 'I O F w zz w Copyright©2025 = x Z W W W %A' All rights reserved. Reproduction or use in any form 0 or by any means without written permission of 2 H Breckon Land Design,Inc.is unlawful and subject to 0 i I \ criminal prosecution. w a K S10 ¢ \0 \— 11 LFOF12" @1.32% 1 - - - - UT- - - - UT- - - - UT- - - - UT— UT- - - — UT 1 — - - - - - - G X =R— IR x IRx�x IR IR IR X—x x x—x—x—x—x—x—x—x—x—x x—x—x—x—x—x—x—�—x— z - - - - Up- - - - Up- P IR Ifs — 1 IR —IR GIRR SP 05 GIRR SP 06 I Z N:6115,98122 6 - - - — - - - - N:6115.6 00 _ - - - -1 F - - - - - - - - — I V/ G 3 E:7877.3729 RE:25 . .68' } — — — — — F - - - - - - - - - - - - - - - - — � x I V/ RE:2598.68' , I ^ ' Z n RE.2598.78 `V SE:2594.78' / \ ` SE:2594.3T IE IN:2594.80'S I I 1 1 IE IN:2594.40'W G— W 35'N o IE OUT:2594.76'E V / IE OUT:2594. 10 U I I�v 10 X� 0 23 LF OF 12" @ 1.50% I O o I IU� o \ I —x—x_x Q O U) w I A V x— F o O \ 28 LF OF 18" @ 0.50% I / Q \ , Q 01 �U- _ —� — GIRRBOX04 — — — — _ _ _ / V O _ _ _ _ _ _ _ _ _ _ HEADGATE INSIDE I GIRR SP 03 _ _ _ _ I oe I I O N:6037.6749 — N:6037.3115 .3 E: 7876.4760 I I J � O RE:2598.35' r — — — — — — - - E:7908.2050 � — — I � I — J / pQ I RE:2599.37' J MM I I oP� I W SE:2595.95' - - - - - - - - - - - - - - - - - - � — U / \ I E:2596.11' - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - � - - - - 1 U IE IN:2595.96'E IE IN:2596.11'S ° IE OUT:2595.93'N GIRR BOX 01 Q IE OUT:2596.10'W - - — - - - - - - - - - - - - - - - - - - - o IE OUT:2596.03'S HEADGATE S SIDE I � z _ I \ I N:6026.2897 \ x— I OP OP OP —x— —x—V E: 7937.4843 x— E I RE:2600.14' �i ��$ C� 3 LF OF 18" @ 0.50% SE:2596.33' " w 17 LF OF 18" @ 5.54% UP IE OUT:2596.34'W o I - IE OUT:2596.34'SE G \ F / 11 I z 8��SS 81ISS 81ISS 81.fSS-- 1 S S J S S S S S 1 1 1 O Q \ J\ 1 4 LF OF 18" @ 0.50% _ U C� 26LFOF18" @0.74% � �o GIRR BOX 02(EX) —x x_ — OP p x— _ - rx—x—x—x x _ N:6030.6143 x / —x—x—x—x < E: 7908.1837 \ CY RE:2599.28' S — S S S 000 SE:2596.14' IE IN:2596.54'E U) IE OUT:2596.13'N $ ti _ z yWWpCt i \� H ZLUt4.00 O N GRAVITY IRRIGATION PLAN U G` N 20 0 20 40 60 �?�W L LU p SCALE: I"= 20'-0" REVISIONS cn No. Date Description m # # # W a) # # # U >s PROJECT NO.: O 0 24035 B DRAWN BY: o EB CHECKED BY: CR, JB Q DATE: 0 10/31/2025 d O oSHEET NUMBER A N z U 0 7.1 01' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP o���S�oNs R ��� PRESSURIZED IRRIGATION NOTES IRRIGATION CONSTRUCTION NOTES IRRIGATION KEYNOTES Q� o I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) I. GONTRAGTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF O PLAN G PRESSURE IRRIGATION LINE. LENGTH PER 227 6 INCHES WIDE, METALLIC IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR ANY DEMOLITION OR GONSTRUGTION OPERATIONS. ANY DAMAGE TO EXISTING s 10/31/25 0 NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE UTILITIES SHALL BE GONTRAGTOR'S RESPONSIBILITY. Q INSTALL IRRIGATION SERVICE STUB PER ISPWG BETWEENB SIX (6) INGHES BELOW THE SURFACE AND EIGHTEEN (10) INGHES ABOVE 2. GONTRAGTOR SHALL GOORDINATE INSTALLATION OF IRRIGATION CONDUIT AND 50-q01 0� F OF P� THE TOP OF THE PIPE. SLEEVES UNDER HARD SURFAGES WITH RESPEGTIVE GONTRAGTORS. z 2. LABEL ALL IRRIGATION RISERS AND FAUGETS WITH DURABLE TAGS GARRYIN6 3. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION GONTRAGT. O STUB GAP FOR FUTURE CONNECTION C/A/ R�NNP THE WARNING DANGER-UNSAFE WATER(OR EQUIVALENT). APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. ° 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING DANGER-UNSAFE WATER FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED GONNEGT TO EXISTING PRESSURE IRRIGATION LINE IN o OR NON-POTABLE WATER, AND LOCATE THEM A MINIMUM OF TEN (10) FEET OUTSIDE AND MARKED WITH A 2 X 4 PAINTED STAKE EXTENDING TO 24 ABOVE GRADE. O THIS LOCATION W L OF THE PUBLIG R16HT-OF-WAY. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. 4. INSTALL A REDUGED PRESSURE BAGKFLOW PREVENTER IN ANY GONNEGTION ALL SLEEVES SHALL EXTEND A MINIMUM OF IS" BEYOND BAGK OF GURB OR EDGE O INSTALL TEE (FL&XFL6XFL6), GATE VALVE (FL6XMJ), o M BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. OF PAVEMENT. PROVIDE GOMPAGTED BAGKFILL AS NECESSARY AT HARD 5 AND THRUST BLOCK. SIZE PER PLAN. _ E N 0 (GALL WATER DEPARTMENT TO VERIFY THAT THE DEVIGE IS APPROVED FOR USE SURFACE LOGATIONS. �C) .2 u, IN THE CITY.) 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED 6+ AIR RELEASE VALVE PER DETAIL 3/G8.5. ,(1) C .0 m m 0 o m 5. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE FOR THIS WORK. c .E 5 C& a LO n 0 z IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO GROSS A STREET, 5 ALL AND LEGTRIG URER'S TO MEET E OR EXNSED N.E.G., STATE CODES, LOCAL CODES, 7 4" 90 DEG. ELBOW WITH GONGRETE THRUST BLOCK a Eo o .�' o coo 0 s a = THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON Q us _ - co 0 6. GONTRAGTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT m 0 _ ° -° ` c.� OPPOSITE SIDES OF A LOT. w m.s L a 9 o N z = ° 6. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. PER SQUARE INCH (PSI). -1. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND v �w CD o J 3 r cCcc o CD ORDINANGES. 3 c` a `0 1. IRRIGATION PIPE SHALL BE GASKETED PVG ASTM-D2241 GLASS 200, SDR-21 OR K 8. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFEGTS OF THE . _ - 10 BETTER. QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF Z b. ALL PRESSURE IRRIGATION PIPE SHALL BE GONSTRUGTED TO SLOPE TO DRAINS IRRIGATION LEGEND AND/OR PUMP OUT STATIONS AS SHOWN ON PLANS. THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE W PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. W a. BASE PLAN AND LOGATION OF EXISTING EQUIPMENT ARE SGHEMAT16 IN NATURE. ; FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS EXISTING PRESSURE IRR16ATION w PRIOR TO GONSTRUGTION AND PROVIDE NEGESSARY ADJUSTMENTS. , 10. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM IR PROPOSED PRESSURE IRRIGATION REMAINS OPERABLE DURING GONSTRUGTION. z 11. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY X IRRIGATION SERVICE RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLACED WITH NEW PRODUCTS OF EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRAGTOR, AT NO EXPENSE TO 'OO AIR RELEASE VALVE o THE OWNER. J 12. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION < DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION z SYSTEM. 0 0 15. IN THE EVENT OF A DISGREPANGY, IMMEDIATELY NOTIFY THE DES16N ' f_ PROFESSIONAL. W U w 'I O F W w z z w Copyright©2025 z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 H Ireckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. a w K z 0 0 w z Y 0 Q Z \ o co z G G W o W o Q10 LU � z w c� _ O a_ U 00 C114„x4.,x4„ 5 4 o o w z O �^ .�.! o - - - UT- - - - UT- - - - UT- - - - UT- - - - — UT- - - - — — — UT- - - - UT- - - - UT- - - - UT // co w < 0 o �x x— If IE X-X -- - /@ X-X X X-X-X-X- I Q a X-X- F o UP 3 LF 1 IR IR IR IR IR IR IR IR IR I x—x—x—x—x—x—x—X—X—x—x— —X—x W ' ^ _ N X 7 2 2 2 3 x x v, LJ.I 0 - - - - - - - - - - - - - - - - - - - - 293LF1 2 O _ o - - — — — - - - - i - - - � x J co o I I I a 2 o CO i o G (/) C/) � Q c Xa E I 8,37722 SSIF 7,235 SIF O I I I ' I Q 7,960 SF i x—X—x X_ Q C/) N Z W c LU C� O I Q Qf� 0 :2 Cl) W W W X I r - - - - - - - - - — � - - — — — I - - - J OR U - - - - - - - - - - - - - 9,160 SF z L — x— O 1,847 SFl� OP -op-op- — —x— —x— x— P (n 11P I o �' yWo�0�� 01� G— 0 w W ��� ; WM g000W_. O yWW I, Lu Cl) GG S S cn W ��/ y yZcJ~Yct� IR S 8"SS g��$S 8„SS 8„SS G 8„SS S S S - — S S S S ! m a�'Iq a c m M5aNgQM O C14 �W. CAMELIA AVE. �Z�W �� OC LU LLJ O —x—x—x \ oP fx—x—x—x x —x—x—x—x S S S —X — REVISIONS C x No. Date Description LL � S __ S � S CO W — oW $ # # # U C S � S S # # # 0 N # # # a) o p / # # # = o PROJECT NO.: 0 O o d 24035 B o G DRAWN BY: o EB U) CHECKED BY: N CR, JB Q 10/31/2025 0 PRESSURE IRRIGATION PLAN T N N 20 0 20 40 60 O N ■ oN SCALE: I"= 20'-0" SHEET NUMBER A U 0 n C8.1 �S) 1 2 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP C3 \S 227 6 U k�j 0/31/25 0 C'��TF OF z iN R ONN 0 z z 0 W a W u x °L� o Ip a) o O L C U r O Z ¢ � � a 0 m 07 6pC � IN COE CID 14+ C L Z 6 ) G E � 2co C ° 'C W (D 00 W x W N. N L U OU0L 0 -02( O � cu0z CO> E o a E 3 � a a M L L L M O CD L ZO U J W C7� J 3 L Co alC7. . . . . . 3W0- co w a' a 0 W w a w x m w U U z O Q (D m O F J 0 U O ' Z W U W 'I O F w W z z w Copyright©2025 Z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 H Ireckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. a w K C/^J z V / ¢ K z w Y K Z W fY Z G co Q N LU w a Z W U w V/ F z ° � CY) w CO O z 0 O Cr) 0 W U rn LL V/ o F N y W I Q W 0 ,4..: "1� :N S .. O 0 Q � o _ U 0 LL 1 3 4 5 NIAMPAMEPIDIAN IRRIGATION DISTRICT � z - E � � Cr LIJ c-c .� LIJ CE ry ' Lv D Z _ _ r = Cf) O 0 DOMEST1C WATER METER BOX COVER OBUTERATE AIR RELEFSE VALVE W 7 9 C) FORD "NATER METER' 1 1/2" 200 PSI R4TED � D FORD No. K43 CAST IR'Uld EQUIVELENT D �°' W TH 13 1/2" LOCK114G LIDS `• z ti THROUGH LINE CONNECTION, TIE �.W ~ CROSS USED AS TEE f� TI-ilzoUGl-I LINE CONNECTION, CR ,�� �.���� �� � _ �W z 4 U P`VC y CHANGE IN LINE SIZE WI fl'I REDUCER / r/ cW �2 DIRECTION CHANGE, CROSS USLD AS SHOW tf iW�goo �°�� O "' Cl) DIRLC'I'ION CHANGE �JO° CLL30W U 0 � N DIRECTION CHANGE, TEE. USED. AS ELgO�d �; � 4 _ Jq� to DIRECTION CHANGE �.��� ���;• �. �� �• � az W C W TI-TR000H LINE CONNECTION WYE. l '�, `' w ' �'� / /� f , ` fit-4 r� O VERI"ICAL DIRECTION CHANGE, BEND ANCHOR, SEE NOTE LOW �� + REVISIONS /l f MIN 1 CU. M, DP.AIN ROCK, Q VALVE ANCHOR, SEE NOTE BELOW � � � � r'` TO BOITTDM QF VAL�rE No. Date Description vI , °� °d ; , FOR SUPPORT # # # N fI- I-I-iRUST, DUE TO HIGH PF� ESSURE, ARE EXPLO I M,. AHOHOO u ��� s , �`� # # # w 0 VALVES AS SHOWN IH DETAIL #10, AT VERTICAL 3ENb01 ANGI-IUK f ��tis�. �r 0_ '1'0 RESIST OUTWARD THRUSIS. PROJECT NO.: o � � 24035 r,�,lf B DRAWN BY: THRUST BLOCKING AIR RELEASE VALVE CHECKED BY: 2 NOT FO sGA�-f 3 NOT TO SCALE CR, JB U DATE: 0 10/31/2025 d O oSHEET NUMBER N z A 0 n C8.5 �S) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP IRRIGATION NOTES o°°°�0000 F ID000O0oo FINISH GRADE 000000°e�P- R�TZ e/,Dcy000000 I. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY _ OF H G.P.M. WITH 60 P.S.I. AT THE SOURCE AND 45 P.S.I. AT THE II II II INSTALL 1/4" ABOVE GRADE AND o* �o *oo HEADS. A MINIMUM OF 4" OFF WALKS o� _ - -III VALVE SCHEDULE 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4 AND CURBS �� DIAMETER. z III III III III III= o LA-16536 �o I I-III-III III-III-III- 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO - POP-UP SPRAY HEAD INITIATION OF ANY DEMOLITION OR GONSTRUGTION OPERATIONS. ANY N -III I- NUMBER MODEL SIZE TYPE GPM z DAMAGE TO EXISTING UTILITIES SHALL BE GONTRAGTOR'S 1/2" MARLEX STREET ELLS °Oo°oNDo pp0p0 o RESPONSIBILITY. q0°ELL SPIRAL BARB Hunter - - ur pray o 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, FITTIN65 LINEAR LOW DENSITY 2 Hunter - - - I Area for Uripline Z MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. POLYETHYLENE SWING PIPE (12" o 5. GONTRAGTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SCHEDULE 40 PVG LONG MIN., 18" LONG MAX) Lu L CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE LATERAL LINE w CONTRACTORS. (MIN. 12" DEEP) E E 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION _ DRIP MATERIAL LEGEND E ° c c Z CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON = SGHEDULE 40 FITTINGS ' NIf THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF -III ° ° °D tD ° ro o a_+ U7 �C '° N ° OJ SLEEVES SHALL BE TAPED OR GAPPED AND MARKED WITH A 2"X 4" °L E ' � ° Lo n 3 ° -a E - PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES SHALL � 1 o o . o ibLu NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL -AREA TWO mro a = ° - � () SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB SPRAY HEAD POP-UP SPRINKLER w N.� r ° a 0 0 N o zQ) OR EDGE OF PAVEMENT. PROVIDE GOMPAGTEO BACKFILL AS NOT TO SOA E v J w c� J 3 N o CID 0 y a Z DRIP IRRIGATION NOTES NECESSARY AT HARD SURFACED PAY LOCATIONS. . . . . : . 3 LL a �. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES SOLAR SYNC SENSOR. FIELD • - • ■ ° K REQUIRED FOR THIS WORK. 1. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE 8. IRRIGATION GONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON THE Fill VERIFY AND COORDINATE IRRIGATION SYSTEM, 'HUNTER' HDL OR APPROVED EQUAL. ALL TREES IN THE PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LOCATION WITH ARGHITEGT. 0 w o MOUNT IN LOCATION THAT NOTED AREA ARE TO BE IRRIGATED AS PER DETAIL 13/L5. THE CONTRACTOR LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION IRRIGATION SCHEDULE IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFACTURER'S GONTRAGTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT MAXIMIZES DIRECT SUNLIGHT, m RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: IRRIGATION CONTROL WIRE INSIDE THE BUILDING THROUGH OPEN TO RAINFALL, AND OUT OF , o A. AN INLINE EMMITTER DRIP LINE TUBIN6 SHALL BE USED. THE EMITTER APPROPRIATE SIZED CONDUIT. SPRINKLER SPRAY PATTERN SYMBOL MANUFACTURER/MODEL/DESCRIPTION SPACING SHALL BE TWELVE INCHES (12") AND THE EMITTER FLOWS ARE cf. ALL HEADS ARE TO BE 4" POP-UP IN LAWN AREAS. IRRIGATED BUILDING WALL PRESSURE A N A LYS I N TO BE .6 6.P.H. LATERALS SHALL BE SPACED AT E16HTEEN INCHES (18"). AREAS CONTAINING VEGETATION WHIGH POTENTIALLY MAY IMPEDE Hunter PROS-04-GV-R Adj Series 0 B. A MANUAL BASKET FILTER SHALL BE INSTALLED ON EACH ZONE SEE PERFORMANCE OF A 4" POP-UP SPRINKLER ARE TO BE REPLACED CONDUIT FROM SOLAR SYNC ® ® ® ® 12 15 17 Turf Spray, 41n. Pop-Up. With Drain Check Valve, and LEGEND FOR MODEL NUMBER. THE FILTER SHALL BE INSTALLED IN WITH A 12" HIGH POP-UP SPRINKLER. SENSOR TO CONTROLLER. FLOW AVAILABLE Reclaimed Purple Body Gap. Go-molded wiper seal with UV 1. CONJUNCTION WITH AN ELEGTRIG REMOTE CONTROL VALVE AS SPECIFIED 10. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, COORDINATE CONDUIT ROUTING Point of Gonnection Size: I" Resistant Material. See detail 1/51-2.1 LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. WITH ARGHITEGT AND MEP Flow Available IQ.62 GPM Hunter IGZ-101-25-LF-R (SIZE AS NOTED ON SCHEDULE). THE FILTER SHALL INCLUDE A 200 MESH INTERIOR TO THE BUILDING. FIELD Drip Control Zone Kit. lin. IGV Globe Valve with lin. HY100 J II. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND p STAINLESS STEEL SCREEN. SEE DETAIL 7/L5. DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING C VERIFY PRESSURE AVAILABLE filter system. Pressure Regulation: 25psi. Flow Range: .5 0 G. ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE. © c Static Pressure at POG: 60 PSI GPM to 15 GPM. 150 mesh stainless steel screen. Reclaimed o INSTALL WITH COLLAR. SEE DETAIL 10/L5. OPERATIONS. SOLAR SYNC MODULE Pressure Available: 60 PSI purple filter cover. See detail 4/5L2.5 D. ALL TUBING SHALL BE STAKED DOWN WITH TLS6 SIX INCH (6") SOIL 12. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL MOUNT LESS THAN 6' AWAY FROM p p Z DRAWINGS FOR ADDITIONAL REQUIREMENTS. CONTROLLER. AS REQUIRED. Hunter EGO-I0-12-R STAPLES EVERY 3'-5- PLUS TWO ON EACH TEE, ELBOW OR GROSS. DES16N ANALYSIS 2. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A MEETING WITH THE DESIGN 13. ALL 24 VOLT POWER WIRES SHALL BE #14 AWG SOLID COPPER. ALL EGO-ID: 1/21n. FPT connection with 15 psi - 100 psi Maximum Station Flow: cl.23 GPM ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVG 0 operating pressure. Specify with Hunter 5J swing joint. o PROFESSIONAL AND THE OWNERS REPRESENTATIVE BEFORE PROCEEDING Flow Available at POG: IG.62 GPM I WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. CONDUIT. ALL 24 VOLT CONTROL WIRES SHALL BE LOCATED IN A Residual Flow Available: 10.3G GPM Reclaimed. See detail 3/SL2.1 w 3/4" CONDUIT. Area to Receive Dri line w NO CHANGES IN MATERIAL SPECIFIED OR TO THE DES16N OF THE SYSTEM Drip line INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND Hunter HDL-06-12-R w SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DESIGN LOCAL LAWS AND ORDINANCES. Design Pressure: 30 PSI HDL-06-12-R: Hunter Dri line w/ 0.6 6PH emitters at 12" Copyright 2025 PROFESSIONAL. GOMMUNIGATION WIRE 15-2(WIRE Friction Loss: 0.56 PSI Drip line ALL PVC, LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT 15. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT ee drip material legend O.G. Check valve, dark brown tubing with gray striping. Auhghtsreseved. Reproauctionoruselnanyform o DRAWING IN PDF FORMAT UPON GOMPLETION OF INSTALLATION AND TYPE TO MEET INSTALLATION Fittings Loss: 0.06 PSI „ g g y p g' or by any means without written permission of 2 MINIMUM DEPTH OF TWELVE INCHES (12"). SIZE AS NECESSARY. (SEE PIPE Elevation Loss: O PSI Dripline laterals spaced at 12 apart, with emitters offset Breckon Lana Design,Inc.is unlawful and subject to 0 PRIOR TO FINAL PAYMENT. GORE REQUIREMENTS), FROM for trian ular pattern. Install with Hunter PLO barbed or criminal prosecution. w SIZING NOTES ON THIS SHEET.) 16. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND MODULE TO SENSOR. MAXIMUM Loss through Valve: 2.cl2 PSI g 4. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE TOTAL WIRE DISTANGE, 200 FEET Pressure Req. at Critical Station: 33.5 PSI PLD-LOG fittings. See details -7, 8, G, and 10/5L2.5 w RESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY Loss for Fittings: 0.02 PSI Hunter IGV-G-F5-R INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. DEFECTS OCCURRING WITHIN THAT ONE YEAR SHALL BE FREE OF Loss for Main Line: 0.2 PSI lin., I-I/211n., 21n., and 31n. Plastic Electric Remote Control 5. PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE REGEIVES ADEQUATE Loss for FOG to Valve Elevation: O PSI Valves Globe Configuration, with NPT Threaded Inlet/Outlet o EXPENSE TO THE OWNER. � g � w IRRIGATION SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED TO ENSURE 17. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST ^ SOLAR SYNC INSTALLATION Loss for Backflow: O PSI for Gommercial/Municipal Use. With Filter Sentry Factory F THE HEALTH OF ALL PLANT MATERIAL. BURY DRIP LINE AT 5 MIN. BELOW WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE 2 Critical Station Pressure at POG: 33.0 PSI Installed Option, and Reclaimed Water ID, Purple Handle. w GRADE, SEE DETAIL 13/1-5. LOCATE DRIP LINE TO OBTAIN COMPLETE kale: T Pressure Available: 60 PSI See detail 5/SL2.5 0 GUARANTEE PERIOD (I YEAR). COVERAGE OF PLANTER AREAS, SEE DETAIL 14/L5. REFER TO NOTES, Residual Pressure Available: 26.2 PSI SPECIFICATIONS, AND DETAILS FOR ADDITIONAL INFORMATION AND 18. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF Hunter HQ-5LRG-R a THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE Quick coupler valve, purple locking rubber cover for REQUIREMENTS. REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO reclaimed water use, red brass and stainless steel, with lin. V, �i SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN = < NPT inlet, I-piece bod . See detail 2/51-2.5 Lu LL SYSTEM OPERATIONAL NOTES PERMISSION OF THE OWNER OR DE516N PROFESSIONAL. IG. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD = - - in- - - MULCH CALLOUT LEGEND w Isolation Valve. See detail 3/5L2.5 N 0 ADJUSTMENTS TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER - w SYSTEM OPERATION: IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. -III- -III- O CONNECT NEW I" MAINLINE TO I" SERVICE IN THIS APPROXIMATE Hunter XG-400 W z (BASED ON HISTORICAL CLIMATE) ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID - -� FINISH GRADE LOCATION. (FIELD VERIFY). SEE CIVIL PLANS FOR ADDITIONAL © 4 Station Controller, Residential Use. Plastic Cabinet, 0 �^ DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE -III INFORMATION. Outdoor, with 3 Independent Programs. 120 VAC. See Lu CONTROLLER SETUP: HEAD TO HEAD GOVERAGE AND NOT OVER SPRAY THE BUILDING OR =w I� I II I IN-LINE EMITTER detail 1/5L2.5 5 L' J OTHER IMPROVEMENTS. -III - DRIP TUBING 2" WIRE SLEEVE. ROUTE TO GONTROLLER LOCATION PER LOCAL Hunter WS5 L ` ' w A CYCLING TECHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION Q 20. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN CODES AS REQUIRED. Wireless Solar, rain freeze sensor with outdoor interface, n a o RUN TIME WILL BE APPLIED WITH THREE (3) DIFFERENT START TIMES. THEREFORE BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY SHALL ® connects to Hunter PGG, Pro-G, and I-Gore Controllers, O 1..� STATION RUN TIMES REFLECT ONE THIRD (1/3) THE TOTAL APPLICATION. PEAK BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A \ OUTDOOR WALL MOUNT IRRIGATION CONTROLLER IN THIS install as noted. Includes 10 year lithium battery and rubber r n LL WATER APPLICATION WILL REQUIRE IRRIGATION EVERY NIGHT. SET CONTROLLERS SLEEVE SYMBOL. III O APPROXIMATE LOCATION AS REQUIRED. CONNECT 120 VOLT AS module cover, and gutter mount bracket. See detail 2/SL2.1 V, Q IF FOP,FOR START TIME #I AT 7:30P.M., START TIME #2 AT 12:OOA.M., AND START TIME #3 21. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE 5GHEMATIG -III -III REQUIRED. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN T z = o AT 501� :30A.M. EXTEND WATER WINDOW IF REQUIRED TO MEET PEAK WATER IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION -III, III APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION n Gap at the mainline for future use. Ensure water tight fitting 1 REQUIREMENTS. ELEMENTS AND GONDITIONS PRIOR TO GONSTRUGTION AND PROVIDE -III-III-III-III-III- -I EGO INOIGATOR CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH O !, O NECESSARY ADJUSTMENTS. III III III III III III III HUNTER MODEL: CERTIFIED ELECTRICAL GONTRAGTOR FOR ALL ELECTRICAL ________ Schedule 40 PVC, for electrical control wires, size as INITIAL STATION RUN TIMES: DRIPLINE -III -III-III-III-III- OPERIND 22. IRRIGATION GONTRAGTOR SHALL USE THE MANUFACTURER'S CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL indicated on plans. Coordinate with Electrical. COMBINATION III III III III III J DRIP ZONES: SHRUBS - 10 MINUTE CYCLES. (8 CYCLES MINIMUM SPAGED APPROVED PRESSURE REGULATING MODULE AS SPECIFIED TO ADJUST TEE CONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL Irrigation Lateral Line: PVG Schedule 40 ZONE OPERATING PRESSURES TO AN AVERAGE OF 30 P.S.I. IN SPRAY MARLEX AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE Onl lateral transition pipe sizes I" and above are indicated U EVENLY THROUGHOUT WATER WINDOW AS NOTED ABOVE) III STREET ELBOW y p p O SPRAY ZONES: TURF - 5 MINUTE CYCLES. ZONES AND 45 P.S.I. IN ROTOR ZONES. SPIRAL BARB -III- -III-III- OWNER APPROVED. REVISE LOCATION AS REQUIRED FOR OWNER on the plan, with all others being 3/4". See detail 6/SL2.5 Q 25. ALL MAIN LINE FITTIN65 SHALL BE SCHEDULE 40 SOLVENT WELD ELBOW III III III III APPROVAL. LL TYPE UNLESS NOTED FOR LATERAL SERVICE. =III C SYSTEM BALANCING: 24. IN THE EVENT OF A OISGREPANGY, IMMEDIATELY NOTIFY THE DESIGN -III III III III EXTEND EXTRA WIRES TO THIS POINT, COIL APPROXIMATELY 24" I" Irrigation Mainline: PVG Schedule 40. See detail 6/SL2.5 o AS THE SYSTEM OPERATES, SOME ZONES WILL BE NET WHILE OTHERS ARE DRY. FLEX TUBING z PROFESSIONAL. -III III III III III O LENGTH OF EXTRA WIRES IN SEPARATE VALVE BOX AT THIS E o ADJUST ONLY THOSE STATIONS WHIGH REQUIRE ADDITIONAL OR LESS WATER. FOR 25. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CERTIFICATE OF -I LOCATION. valve Gallout EXAMPLE, IF STATION TSI, A 15 TURF SPRAY ZONE IS ALWAYS DRY, CHANGE THE COMPLETION IRRIGATION SCHEDULING, LANDSCAPE AND IRRIGATION III III III III III III Valve Number W � STATION TSI RUN TIME FROM FIFTEEN (15) MINUTES TO SIXTEEN (I6) MINUTES. MAINTENANCE SCHEDULES, IRRIGATION AUDIT, IRRIGATION SURVEY, -III III III l l l- O IRRIGATION MATERIALS SHOWN IN HARDSGAPE IS FOR GRAPHIC O CONTINUE MAKING ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT IS AND IRRIGATION WATER USE ANALYSIS. 5 CLARITY ONLY AND SHALL BE LOCATED IN ADJACENT # # valve Flow W ACCEPTABLE. USE NOZZLE CHANGES OR NOZZLE 5GREW ADJUSTMENTS TO ADJUST ECO INDICATOR LAN05GAPIN6. c ^ # WET AND DRY AREAS WITHIN A ZONE. Valve Size O `{J o NOT TO SGAL� I s -A TYP. I o L2. ( , - - - UT- - - - UT- - - - UT- - - - - - UT- - - - TYP. 1 v x x-x-x R IR x IR IR IR L2. 1Y I�'rVl"I 5 x x-x X x-x-x-x-x-x-x-x_x_x-x-x-X-V Y�1-x-x 1 1 o IR L2. IR Y.1 P C D � 3 V. O x " - - - - X L2. I � q.23 � � � 17 17 I 17 4 - 1 I L2. 2 �0 I �W�W y Z 0 0 WLU J O fy- I I I I � 5 14 o � � � r. 7 2 I I �� �ZC9QCWW �} / O L2. V CO ]p Qoca 00 Q X I � O 0 L2. C C0 I 8,372 SF 7,235 SF L2. TYP. 7,960 9 F X- 2 W W I la I x-x x e Z O I TYP. 8 v� o o REVISIONS I L2• I e W W No. Date Description LL � - - - - - - - - - - - - - - J � - - - - - "00 E / # # # N = I TYP. g 3 - - - - - - - - I °P I a # # # TYP. W r - - - - - - J � - - - - L2. L2. - J oP # # # \ o - - _ _ Q� PROJECT NO.: O 0 B N ® oP �- -P----- ----- 24035 9,1 DRAWN BY: (i0 SF 1 O 2 „ OP OP P X Lo EBsL2. „V/1 - �M �M CHECKED BY: W w CR, JB Q DATE: �� 3 / / - 2 1 S g��SS 8••SS g��55 8„SS 8„SS S S S t - W W W 10 31 2025 o - L2. o W. CAMELIA AVE. O Jv V vv vv SHEET NUMBER A T IRRIGATION PLAN L1.1 IN20 0 20 40 60 i ■ SCALE: I"= 20'-0" 1 2 1 3 1 4 15 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP FINISH GRADE 000000000000pppOOo OF 1pgy°o o° R\TZ g,Q Poo Dripline COMBINATION TEE Z o*, Fc�o *oo MODEL TLO-75FTEE J o r a o CO w Of LA-16536 `�' Techline TUBING w o moo o 000°°OO ogNDSC AP oo�o°0 0 °Opap0000000p0 w 0 36" SLACK WIRE ROLLED NEATLY, USE 3M DBY z z WATER PROOF WIRE CONNECTORS J d w L REGTAN6ULAR HEAVY DUTY PLASTIC VALVE BOX af w WITH LOGKIN6 LID AND LABELED "IRRIGATION" a ° o ino (PROVIDE BOLTS AND SECURE PER MANUFACTURES REGOMMENDATIONS) BOX TO BE o ro o ro o 3/4" SGH 80 LEVEL AND FLUSH WITH FINISH GRADE. 3/4" MIN. U E a o w TRIPLE SWING JOINT a) Q`� E TCM E CD a w UNION FINISH GRADE LENGTH AS REQUIRED C °o e o r. Qus � Yc� O _z o L) o `'.�°Oa maoN `oU o REMOTE CONTROL VALVE AS SPECIFIED (ONE -a o m a 3 o c Z a Q Lu Ul._ L - VALVE PER BOX) 12" MIN. VALVE DEPTH. .5 �W c� � 3 L cc) 0 5/4 SGH z IIII - �� SoI=IIII IIIIIIIIIIIIII M � _ III III- , • . . . . . . � LLa Co CD LL INSTALL FPTxFPT BALL VALVE IN VALVE BOX. J. . _ - UNION =IIII I PVC, TEE (SxSxT) z (2" DIA. PIPE AND ABOVE USE SGH. 80 BALL IIII VALVES. ANY PIPE SIZES UNDER 2" DIA. PIPE USE o _ III= - OR q0° (SXT) w SCHEDULE 40 1 SGH. 40 BALL VALVES) P.Y.G. LATERAL III=III NOTE: LINE FLOH e LOCATOR TAPE EACH CONNECTION IS CAPABLE OF MAX 10 6PM PVG OR POLY PIPING , I" CLEAR ° AROUND — FIL TER FABRIC BARRIER LATERAL (TYP) 11 DRIPLINE START CONNECTION o BO X OX EXTENSION AS REQUIRED 7 NOT TO S ALE 3/4 PRV —III PAVING BRICK (I OF 4) ° M x F I.P. z MANUAL FLUSH VALVE J GOUPLIN6 -I HARGO SGH 40 PVG 6A5KETED SERVICE TEE OR PLUMBED TO DRIPLINE 0 0 0 0 0 0 0 0 o APPROVED EQUAL OR ROMAG 202N PIPE REFER TO START o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I- ° 3/4" DISCI SADDLE OR APPROVED EQUAL DRIPLINE CONNECTION ° FILTER oo °o °o °o °o o °o °o °o °o °o °o °o °o °o °o °o °o °o °o °o III=1 DETAIL. ' z MAINLINE AS SPECIFIED (24" MIN. BURY) Lu 4 MIN. CLEARANCE - IIII IIII IIII TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.G. 'I 2 ABOVE PEA -III INTERVALS ALONG MAIN LINE ° FROM AUTOMATIG GRAVEL - w WALL IRRIGATION 24 VOLT COMMON AND CONTROL WIRE TOLu z SPRINKLER UNDISTURBED NOTE: VALVE Copyright C�2025 z o CONTROLLER OR All rights reserved. Reproduction or use in any form o COMPACTED I. USE SGH. 80 PVC, NIPPLES AND FITTINGS. 6" DEEP (MIN.) BED OF 3/8" GLEANED AND ogbyanymeanswimoutwrittenpermissionof x HLO NATIVE SOIL. WASHED PEA GRAVEL � � Breckon Land Design,Inc.is unlawful and subject to 0 2 RIGID STEEL PIPE REMOTE CONTROL VALVE criminal prosecution. w BUILDING FLOOR w JUNCTION BOXS - a CAULK BOTH SIDES WITH 3/4" FILTER NOT TO SCALE 0 FINISH RADE z G BUILDING Y DIRECT BURIAL —III— FOUNDATIONLu CONTROL AND REGTANOULAR HEAVY DUTY COMMON WIRES IN :2 !_ = 2" R161D STEEL PLASTIC VALVE BOX WITH SCHEDULE 40 PVC, _ = PIPE ELBOW 24" SLACK WIRE LOGKIN6 LID, AS SPECIFIED o G TO MAINLINE. =IIII (12" RAD. MIN.) ROLLED NEATLY, Lu USE 3M DBY WATER PROOF WIRE REMOTE CONTROL VALVE AS SEE DRIP NOTES AREA PERIMETER a a — < CD . = CONNECTORS SPEG I F I ED FOR ROW SPAG I N6 w LOW VOLUME CONTROL ZONE J 0 KIT-REMOTE CONTROL VALVE, W w FINISH GRADE _ III III PERIMETER LATERALS -- — — — — — — -- FILTER AND PRESSURE 2" TO 4" FROM EDGE r^ o � I „Ill,ll O ll1- lull „I,IIII„ �1/ C �- I III III II _ z III III III I I UNION REGULATOR. NOTE: w� IIII Lu I. CENTER FEED LITE LAYOUTS ALLOW 2X MAX " MIN PVG/POLY TUBING TO (� o — — — - MAINLINE AS SPECIFIED (24" TUBING LENGTH OF STANDARD LAYOUTS. CONNECTION; SIZE AS r� "r o AUTOMATIC IRRIGATION I I MIN. BURY) 2. PLACE SOIL STAPLE EVERY 3'-5' PLUS TWO ON INDICATED ON PLANS. O V, _III- w F NO- -I O SCALE FILTER FABRIC, BARRIER 3. ELOW ARE MAX LINE E DISEACH TEE, ELBON OR OTANCE FOR CENTER 0 CONTROLLER 111I I111 FEED LITE LAYOUT m 5-7 PSI INLET, REFER TO FULLCD 01� VALVE BOX EXTENSION AS CHART FOR ALTERNATE PRESSURES: O REGU I RED 1 III o 0 0 0 0 0 0 0° off° o o PAVING BRICK (I OF 4) DRIPLINE LAYOUT J z O � � 8 m Q 12" ROUND VALVE BOX IIIIAII 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o NO TO SCALE W o QUIGK COUPLER VALVE LL WITH COVER ( ( �° Q tL �� �� �� �� �� � 6" DEEP PEA GRAVEL SUMP o z - w -I III III III III 11= I I I I I I I I I I III IIII III III II III FINISH GRADE (D E 11 II 11 II II FINISH GRADE I —I I I—III—III—III—III—III—III—III—III— Q c� 24 VOLT COMMON w ri line TUBINGI I I I I I I I I I I I I 1I 6 ROUND VALVE IL UJ -III III III AND CONTROL WIRE —III = BOX O FILTER FABRIC BARRIER oe� To VALVE -' III III III III III III III III ° - oo$�000$�o�o$�000$�oo oogc�oogc�ooqc�ooq, -III-III-III-III-Ill LASGO BRASS -III III "' VALVE (TLFV) c� III III TAPE AND BUNDLE O 0 0 0 0 0 0 o STABILIZER CONTROL WIRE AT �_ COMPRESSION o0 00 0o RING (PROVIDED) ' ' ' 10-0 O.G. INTERVALS NOTE: °0 IIII III �000$5000$ $ oo$�oo$�oo$ 6" DEEP PEA GRAVEL ALONG MAIN LINE 0 0 0 I. USE SGH. 80 PVC, NIPPLES AND FITTINGS. IIII IIIIII oo 0 0 00 0 0o BRICK SUPPORTS 0 0 v 1 11 III III III III III III III SCHEDULE So NIPPLE REMOTE CONTROL VALVE (THREE) p 5 PEA GRAVEL MAINLINE (24 DEEP MIN.) NOT TO SCALE SUMP III III III III III III III III III -1100 00 o0 00 oil z - —0—kky 0 III III III �^ o _ _ _ _ _ _ _ Q 11 11 III III III qo° STREET ELLS 00 ,,. c► � q00 STREET ELLS 'I11h1 l SCHEDULE 80 NIPPLE _- -III I-III-IIII SCHEDULE 40 -III III III III III Z W z�, (I-) FITTIN65 1 II i � �Q�QCWW NO�Q�2� C QUICK COUPLER VALVE N °' FINI5H6RADE !"-' 2 FINDERS TAPE FLUSHING VALVE p � NOT TO SCALE � (Cl"" DEEP) �,/ NOT TO SCALE REVISIONS C) LL i� No. Date Description � LATERAL LINE v N (MIN. 12" DEEP) FINISH # # ## # # Q ® GRADE SAND OR ROCK W # # # U N FREE SOIL AROUND z NDS' VALVE BOX, OR APPROVED ALL PIPE w Q PROJECT NO.: O IIII IIII X { EQUAL. SET BOX FLUSH WITH MAINLINE < —III= FINISH GRADE, PROVIDE Q 24035 B III 00 { EXTENSIONS AS REQUIRED (24" DEEP MIN.) DRAWN BY: - TWO WIRE CONTROL EB I IIIIII III I1 I I 1 THREADED 'MUELLER' BRASS O. WIRE IN 3/4" WEED BARRIER FABRIC !_ — BALL VALVE, OR APPROVED —11- SCHEDULE 40 WHERE APPLICABLE CHECKED BY: 11 2" MIN. EQUAL. -III-III 0 = I I—I�I—I 1 CONDUIT ALONG MAIN CR, JB Q 11I 11I 11 III-11I- =III- LINE Dri Itne LATERAL DATE: - — — PVC, MAIN LINE II—II _ Drip line - — — —II— —III SPAGIN6 PER PLANS o = —III= = III= 10/31/2025 % 1_IIII THREADED FEMALE ADAPTOR, IIII IIII IIII IIII IIII IIII 1 —I 1 SUB GRADE O o l TYPICAL „III SHEET NUMBER MULCH PER PLANS A ISOLATION VALVE DRIPLINE SUBGRADE L1.5TRENCH SECTION TO SGAL L L 3 NOT TO SCALE L 0- NOT NOT TO SCALE INSTALLATION S TA L LAT I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP LANDSCAPE AREA 0000p°°0°°°0p00000 oo°°�P,�E OF T Z PREPARATION NOTES: �° * I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. o LA-16536 o 0 2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSIONAND LEGALLY D�SPOSE O FF, ROOTS, RUBBISH,THEMON OWNER S PROPERTY.OTHER US MATTER AND °Ooo 0 o ap C�Qo 0 00Lu LANDSCAPE NOTES■■ A. SPREAD PLANTI N6 SOIL TO A DEPTH OF 12 INGHES IN TURF AREAS ° I. CONTRACTOR SHALL REPORT TO DESIGN PROFESSIONAL ALL CONDITIONS AND 18 INCHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED o WORK, TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL w WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS L SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS LANDSCAPE LEGEND PRIOR TO BEGINNING WORK. FROZEN, MUDDY, OR EXCESSIVELY NET. o 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE DESIGN B. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. o N (D ° PROFESSIONAL'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL c° ° U N Z SIMILAR SIZE AND GHARAGTER MAY BE CONSIDERED IF SPECIFIED PLANT _""' PLANTS TO BE INSTALLED PER 0 o THICKNESS OF SOD OR SEED. = C c o (p o MATERIALS GAN NOT BE OBTAINED. DETAILS I AND 2/SL1.5 2 c a N n 3 o w 'ammo o z E c a 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT 3. UNGHAN&ED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS `n E a � ° C0 ° a DRAWINGS. � U' o 0 o m - Lu UNALTERED OR UNDISTURBED BY EXCAVATING, GRADING, OR c a uS c) c c Y s a 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH DESIGN - - - - - - - - - - GUT EDGE PER DETAIL 3/SL1.5 m o 0 `' SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS c o o `' a oo N o v o W U).- L PROFESSIONAL PRIOR TO GONSTRUGTION START-UP. FOLLOWS: a o m a 3 CU o c z ) Q 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO - - PROPERTY LINE w CD 3 � L cCOo 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN SURFAGE SOIL. 3 " a N STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INCHES. 10 QUANTITY _ _ K NOT IN A SOUND AND HEALTHY CONDITION. PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS JB PLANT IDENTIFICATION KEY Z TOPSOIL NOTES 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS o OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A 3 DETAIL NUMBER Lu Lu I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7.0, FOUR 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3 DEPTH OF HOMOGENEOUS MIXTURE OF FINE TEXTURE. SHEET NUMBER PERCENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGE (2" MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE L1.5 LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL q• ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE LOOSENING. TO PLANT GROWTH. YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE D. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, + + + + + + + + 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. +++++++++++++++ TURF SOD OVER APPROVED o SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO GOST TO THE E. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, + TOPSOIL AS SPECIFIED Q LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, OWNER. VEGETATION, AND TURF, OFF OWNER'S PROPERTY. +++++++++++++++ BRUSH WEEDS AND OTHER LITTER AND FREE OF ROOTS STUMPS ORGANIG 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER SURFACES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE 4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM 3" DEPTH OF 2" MINUS BARK MULCH J SITE GRADING PLAN. SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL OVER DEWITT PRO 5 WEED � SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE BARRIER FABRIC AND TOPSOIL AS o 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY YARDS OF APPROVED GOMP05T PER 1000 SQUARE FEET. ROTO-TILL RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH SPECIFIED OR APPROVED EQUAL o AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT OR&ANIG MATTER A MINIMUM OF 6 INGHES INTO TOPSOIL. GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. ' z AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIFORM' PLANTING TABLETS. 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER w RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S QUANTITY PER MANUFAGTURER'S RECOMMENDATIONS. THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT w REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE 15. ALL PLANTING BEDS SHALL HAVE A MINIMUM lb" DEPTH OF TOPSOIL. CREATE MUDDY SOIL. SAVE AND PROTECT EXISTING 'I 10 AMENDED TO AGHIEVE SPECIFIED PH AND OR6ANIG REQUIREMENTS. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, 6. BEFORE PLANTING, OBTAIN DESIGN PROFESSIONAL'S AGGEPTANGE OF BUILDING ° RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE w HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW DISTURBED AFTER FINISH GRADING. z MUDDY CONDITION. ADJACENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJACENT 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO CALLOUT LEGEND 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SURFACES OF TURF SEED AREAS. DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND q5 F FOR A 24 HOUR Copyright C�2025 Z 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH PERIOD. WIND SHALL BE LESS THAN 5 MPH. aII rights reserved. Reproduction or use in any form o SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL or by any means without written permission of 2 H IMPORTED TOPSOIL REQUIRED TO BRING SURFAGE TO PROPOSED FINISH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY O SEEPAGE BED. SEE CIVIL PLANS FOR ADDITIONAL Breckon Land Design,Inc.is unlawful and subject to 0 SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. TURF AREA PREPARATION INFORMATION AND REQUIREMENTS criminal prosecution. GRADE, AS REQUIRED. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT 5. COMPACTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: Lu A. LAWN AREAS: 12 INGHES MINIMUM OR AS NEGE55ARY TO ACHIEVE AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, o EVEN GRADES WITH SURROUNDING LAWN AREAS. SANDY LOAM, GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, z B. PLANTER BEDS: 18 INGHES MINIMUM10 WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE NOTES: 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM Y FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER: I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. o A) PROVIDE APPROVED IMPORTED TOPSOIL OR w MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2 BELOW � 2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH PLANTSCHEDULE FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I" FOR SEED. B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE OF 4 INGHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION w 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH DESIGN PROFESSIONAL. AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND EROSION AND SEDIMENT CONTROL PLAN. 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURGE5 IS REQUIRED, ENSURE IT IS LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. SYMBOLCODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS rn ° (� 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. V, Lu Lu THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF SHRUBS,NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR ROOTS, STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND SOD. SHRUBS, PERENNIALS, & ORNAMENTAL GRASSES Q TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 5. UNGHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS Z LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING UNALTERED OR UNDISTURBED BY EXCAVATING, GRADING, OR BT 5 Berberis thunbergii 'Rose Glow' Rose Glow Japanese Barberry 5 gal. 4' x 4' W CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO DE516N SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS �^ Q PROFESSIONAL AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES FOLLOWS: HR 6 Hemerocallis x 'Red Rum' Red Rum Daylily I gal. 2' x 2' W Lu `1J 0 OPERATIONS. WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INGHES. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO0 :E > J cl� B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, SURFAGE SOIL. w WEED ABATEMENT NOTES. GOMMERGIA�OIRITY GO, AND 6ENERAL TEXTURE VERNMENT AGENCY AND BGOPIESEO� TH1E ZED TESTING B SO�SAMENDMENTS AND RTIL ZERS ACCORD N6 TOEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. PLANTING SOIL APPLY = PO 12 Pennisetum orientate 'Karley Rose' Karley Rose Fountain Grass 2 gal. 3 x 3' INO co o A6ENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. w I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. � Q I I I F ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE EXISTING TREE INVENTORY i - W ~ o HYDR05EEDIN6. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.0. LOOSENING. 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UPo 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, (CONTACT HERBICIDE) OR APPROVED EQUAL. CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. SYMBOL DESCRIPTION COMMON NAME SIZE O ., Q 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED OFF SITE. B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, �} z WEEDS FROM THE SITE. 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL VEGETATION, AND TURF, OFF OWNER'S PROPERTY. EI) Existing tree to be Mulberry I8" Gal.0 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FORA `.J A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM saved o PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS WATERING NOT BE PLANTED WITHIN 5-0" OF AN A.G.H.D. SIDEWALK. SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN CO PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. 18. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER PLUS OR MINUS I/2 INGH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE Existing tree to be Black locust 8" Gal. IL 5. APPLY SEGOND APPLICATION OF GROUND-UPA TO ALL EXPOSED WEEDS. THAN 15" SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH M-102 saved Q APPLY IN STRICT GONFORMANGE WITH MANUFAGTURERS SPEGIFIGATIONS BEDS, INFILTRATION FACILITIES OR PIPING SYSTEMS. GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. AND I115TRUGTION5. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. Iq. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER Existing tree to be Black locust 12" Gal. E 0 REMOVE WEEDS FROM THE SITE. PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT M-103 saved 0 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION CREATE MUDDY SOIL. c APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD SYSTEM. q. BEFORE PLANTING, OBTAIN DESIGN PROFESSIONAL'S AGGEPTANGE OF Existing tree to be Black locust 12" Gal. UJ o APPLICATION. 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN PROFESSIONAL FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISEry M-104 � UJ z 7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS IMMEDIATELY. DISTURBED AFTER FINISH GRADING. saved o SHALL BE WEED FREE. O - ° I UT- - - - UT- - - - - - UT- - - - - UT- - - - UT- cn U Q IR x` X-�X�X + + + + + + + + + + ){ X-X X X-X-X-X-X-X-X-X X X-X- -- - - o x x 1 W D IR IR IR IR + + + + + + + + + + Y-�•-x-x1 rn + 3 + + + + + + IR IR IR I W + + + + + + + + _ _ + HP 3 3 x X+ + � - + + + HR + L WQ - - - - - - - - - - - -- - ++ + + BT +++ + + � I ++ + + + + +++++.+ + W I I � � I • a 00�= �� z I I I I o o I Q I ��� .„w 1 TYP. ��� WmQo-11 O v' L1. o * zW�Wz�� v c7 PO at (65 0M aaI M-101 TYP. 2 6 ,� I77 ~ //�y/���/ y z "�Y xp 2 L1. I o w�/ 8 No°Q%°zm I O O p0 O5 I .4z )% Si C W I I M-102 7,235 SF cr 7,960 SIF X-X-x Cf) e W X Z O I I '"wf 0 REVISIONS N I 1 �• I e W W ° No. Date Descriptio Li n ,�xe�. Q : - - - - - - - L - - - - _ # # # c� - - Lli r - - - - - - - - - - - - - - - - - - - __ _ a- I - - - - - - - - - - J Q/ I PROJECT NO.: __ o O 24035 9,16o SF o DRAWN BY: - - EB o �1110 1,a47 sF M-104 ���M „�/1 �M �,�M ��M �M -OP- oP oP P -XP-/ X- -x- x- P ° CHECKED BY: W w 7i CR, JB Q DATE: �7 W W 10�31�2025 - -_--- -- 8..SS 8��55 8„SS 8„SS S S S S 5 S S - n o W. CAMELIA AVE. O o ; Jv - vv SHEET NUMBER Z A T LANDSCAPE PLAN L2.1 o N 20 0 20 40 60 Q_ i ■ SCALE: I"= 20'-0" 1 2 13 14 15 6 7 8 9 10 111 112 113 114 115 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP 0000000o00ooppppoo OF 1pgti�o �0 *00 0 �r o — U o S LA-16536 L'io a 0 000000 0 oNDSC o0 00000 > 0 z z 0 L w a w u = F O L C S r Z 7U .O C if) 4 O) .. _000 o U., 00 to Op F ' U a E'2) S CO 4"/ S (0 w a) E F w N N O O C O (\ W = m0 C .0.0 —° ID LoU o w �.N � a z O N.m C ?� N C f6 L L L f6 O Z L O UJW U' � J 3 � L cofD m • • • • • • W W co C7 w O Kt in in III — z Lu W w m KEEP GROUND LINE SAME AS NURSERY LINE , REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER MATERIALS FROM THE ROOTBALL o WHIGH MAY LIMIT ROOT GROWTH m 0 CONSTRUCT 2" EARTH BERM TO FORM A WATER RETENTION BASIN, FILL BERM WITH J MULCH, AS SPECIFIED 9 z 0 0 MULCH, PER PLANS, 3" DEPTH OVER ENTIRE ' ° BED. DO NOT COVER GROWNS OF PLANTS z w PROVIDE DEWITT PRO 5 WEED BARRIER = II IIII I —_ FABRIC OR APPROVED EQUAL I I o III=1 w PROVIDE COMMERCIAL FERTILIZER TABLETS w AND BIOSTIMULANT, AS SPECIFIED, FOR EACH w o II" — — SHRUB Copyright C�2025 ~ to IIII=IIII IIIII IIII All rights reserved. Reproduction or use in any form o I„I —WIDTH OF—_ �� _ BAGKFILL WITH APPROVED TOPSOIL AND or by any means without written permission tof 2 III = SOIL AMENDMENTS, AS SPECIFIED. BAGKFILL Breckon Land Design,Inc.is unlawful and subject to 0 6" R00TBALL 6' criminal prosecution. r IN 6" LIFTS, WATER EACH LAYER, DO NOT -I11 �I�IIIII�IIIII, —HI I — TAMP OR OVER COMPACT. Lu NOTE: CONSTRUCT 6" MOUND OF TOPSOIL 10 0 I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. Y 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL 6ROUN000VER BEDS. o SHRUB PLANTING 1 NOT TO SCALE 0 G Cl) 0 LL Q N 'A' 'A' � z UJ w _ o 0 A = LENGTH, AS SPECIFIED Lu m OR PER PLANT SCHEDULE Lu 9 P I 1 o B = 85% OF 'A' O o vJ Q 10 F C� LL 0 PLAN VIEW CD UJ FINISH HARDSGAPE GRADE PER O PLANS z J QQo TOP OF MULCH I"-2" BELOW ADJACENT M 0 HARDSGAPE SURFACE IL 6ROUN000VER PLANTING PER ^ c o PLANTING PLAN z CO E �- M MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO NOT COVER GROWNS I I I c W\//\\/ \\//\\//\\// \\/ \\//\\//\ OF PLANTS z /A/A/Aj/Aj/A \ /jA jAA \ \ \ \ \ SPLIT ALL ROOT BOUND ROOTS WITH 3UJ O V \� /V/V/V/V/V/V /V/V/\ EG2UAL SPACED VERTICAL GUTS. U v AAjjAAjAAj/AAj/AAj/AAj/AAjAAj/AAj/AA VA/AA/AA/AA/AA/A \%/�\>/X>/�\ �A%�A%/�\�VA�\ \ \ DEW I TT PRO 5 WEED BARRIER FABRIC OR APPROVED EQUAL III—III=1 \/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\ TILL SO 1 L TO A DEPTH OF 12", III— �\\� /\//\//\" BAGKFILL WITH APPROVED TOPSOIL AX XAX�VX�A/�A��A/V��A��A��A�" AND SOIL AMENDMENTS, AS SPECIFIED. �' —III=III—III—II =1II=1II (IIIIIIIII III=III=III=I I =III- - SUB6RADE -III ,III ,,III ,,III III-1 I I=1 I I—TI=I i I=I i�=1 11=I SECTION ti cn 9 CW y Q NOTES: a yWo�o;� O I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A \\ 2 W U. 1 LO TRIANGULAR PATTERN. 0 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S pillim RECOMMENDATIONS TO ALL 6ROUN000VER BEDS. J a Z Z w PERENNIAL & GROUNDCOVER �=�.W O 2 �_n PLANTING s=� = REVISIONS No. Date Description U 0 # # # UJ # # # 3" DEPTH OF MULCH AT > FINISH GRADE, PLANTER BEDS PROJECT NO.: O PER PLANS $» O ol 24035 B 2 DRAWN BY: -0 EB �11 =1 =� w III= CHECKED BY: 4 III=1I =1I =1 -1 -1 =1 =1 Q w —III—III—III—— I— I I I— —III CR, JB c' N o c� III—III—III—III—III—III—III—III- I I= — APPROVED TOPSOIL AND SOIL u) ~O w AMENDMENTS AS SPECIFIED IN DATE: N vai �—III—III—III—III—III— —III GUT EDGE LANDSCAPE NOTES 10/31/2025 O �IIIIIIIIIIIIIIIIII I O CIA SHEET NUMBER 0 PLANTER BED CUT EDGE z A 0 L_ (TYPICAL AT TREES IN TURF AREAS) SCALE: Ii2" - I' L2.5 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15