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HomeMy WebLinkAboutConstruction Drawings ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP SS\ONAL EN�i �G\STERN. LEGEND ° 3 U RIGHT OF WAY LINE w -� � /7/2025�� � a LOT LINE 'Lj TF OF \4P O� Z C1 IERRY BLOSSCM EAS F SD SD EXISTING STORM DRAIN LINE ��O M G ° 0 SS EXISTING SEWER LINE Z 0 L �O EXISTING SEWER MANHOLE w LOCATED IN THE NW1 /4 OF THE NE1 /4 OF SECTION 12 — — — — — — — — — — — EASEMENT y o N W W EXISTING WATER LINE ci .o N T. 3 N . R. 1 W.) B. M . CITY OF MERIDIAN � � E �Cs" 0001,� ' ' ® EXISTING WATER METER mL o � n w o E - ® EXISTING WATER VALVE a E °' 0 C0 00 2 w U m oo ° rc?, ardU c c � 0 CONTACTS ADA COUNTY IDAHO 0cc 0 q EXISTING FIRE HYDRANT LU ai.0 L 0- Co N z ° SURVEYOR: EXISTING IRRIGATION LINE U w c� - t CID O ° IDAHO SURVEY GROUP Sheet List Table b I e G EXISTING GAS LINE °• _ • •a -� LL 2025 ❑HP SHEET NUMBER SHEET TITLE EXISTING OVERHEAD ° K W CHERRY LN CODY McCAMMON, P.L.S. 9955 W EMERALD ST BOISE, ID 93704 C1.0 COVER SHEET >=OWER W w PHONE:208-846-8570 — — - - UP— — — — UP- EXISTING UNDERGROUND m C1.1 CONSTRUCTION NOTES °WER DESIGN PROFESSIONAL/CIVIL ENGINEER: EXISTING POWER POLE , ANTONIO CONTI,ANTONIO.CONTI@ACKERMAN-ESTVOLD.COM Q w PACK AVE BRECKON LAND DESIGN EXISTING PUMP STATION 0 6661 NGLENWOODST C1.3 TOPOGRAPHIC SURVEY CD GARDEN CITY, ID 83714 — — — — UT— — — — UT— EXISTING UNDERGROUND 3 — — — — — — — - TELEPHONE ° w PHONE:208-376-5153 Q 2 z J ° o Z C1.4 DEMOLITION PLAN m � � OWNER: T G CONTOURQ IPA Z JAYO DEVELOPMENT, INC z 2 DOUGJAYO, DOUG@JAYOCONSTRUCTION.COM C2.1 LAYOUT AND MATERIALS PLAN EXISTING STREET SIGN o P z wMAPLEAVE 10564 W BUSINESS PARK LN EXISTING TREE ' w BOISE, ID 83709 w PROJECT OCCATON PHONE:208-322-3663 C2.5 LAYOUT AND MATERIALS DETAILS W W CAM171 IA AVE �� EXISTING GONGRETE " o Z �`rHi�CT°�sr .CAMELIAA E. C3.1 GRADING & DRAINAGE PLAN z YAv w C3.5 GRADING & DRAINAGE DETAILS Copyright©2025 0 w z zEXISTING BUILDING All rights reserved. Reproduction or use in any form W H W WASHINGTON ST W WASHINGTON sT or by any means without written permission of it Breckon Land Design,Inc.is unlawful and subject to ° z C 5.1 UTILITY PLAN criminal prosecution w CARLTON AVE w 0 T VICINITY MAP C7.1 GRAVITY IRRIGATION PLAN w N 500 O 500 1000 1500 C8.1 PRESSURE IRRIGATION PLAN Z ■ SGALE: I"= 500-0" C8.5 PRESSURE IRRIGATION DETAILS a Z 0 1—y- I w \\ 1-1.1 IRRIGATION PLAN Q CV10 0 0 L1.5 IRRIGATION DETAILS LL ° W _ \\ L2.1 LANDSCAPE PLAN o • C� U-1 a W \ MIDTOWN SQUARE SUBDIVISION L2.5 LANDSCAPE DETAILS `� 0C� CD 0 = 10 F o iQ\— O ^ a C/ ' Cl) F - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - - - UT- - - - UT- - - - UT N v, 1 O X i—_ - - - _ ___ _ _ x X—X- 0 - U P i I — �� — — — — — -— — — _ _ — — — — 25gg, l — — X 'I X X—x—x—x x—x x—x—x—x—x—x—x—x—x—x� W 0 1 - z GE ------ --- � - - - - - - - - - - - - - - � _ _ �_ _ - - - - - - - - - - - - - - _ _ _ _ _ - - - - - - Ix 1 o w I Q w o � III � I �,\ , � � - - - - - - - - - - � r- - - - - - � m — ! - - \ \ - - - - -- 1 x I � � z rye° \ \ \ �I_ _ —� I 0 x CD \ I 1 �I / `\ 1� Sewer Easement I _ °• o E L `\ \ \ \ Instr. No. 394632 X o m I � 4 I N o I 7,924 SF W F//7 U n 3 LU z n U) I \ 462 SF 8,209 SF X—X—X (n Cn O III \ \\ \ \ \ I X . / • ,. o Z •'s, \ v 0,977 SF W _ _ I I \ \ Easement Per / `o U I \ \ Instr. No. 379115 oQ/ C) I \ \ — — — — — — — — Instr. No. 329628 / ; I i 0• '°., III �./ \ \ - - - - - - -\ —I- - - - - - - - - - - - - - - - - - - - — — - I — - - - - — — — - - - - - °e— �L ° N P' co �I \ 1 _2598 — J \ — — ar Q W y Z \ — — do—do op— o • —x— —x— — ' • T H m a o = O z _ x— - --------------------- i _ C 1J .. �� H Z V d W?W, V > - - - - - - — 1 — �I— - - - - — J — ------ ma a4WW >4010111 v — U I — — — — — - - _ - - - - — _ — _ — �— — — — — _ >In - - G _ x pC� O NC�V�Z� C Do -) S S S S \ W(� _ h JZ�W 2 J �W W N — - - �— S S S —LU — — — Op2599 — — •• • " • = ' ' . • . . •' . • •• A. W. CAM ELIA AVE. REVISIONS �joP 5g ��--TAB\ .•� .• • .. No. Date Description 17 A. _ 2598— • S• ° S• °.A' A •,• d' ° •° : •s• • •y # # # V\EKE X OP .°° • \l• . . • • ° I — — — — rX X X—X X —X—X--X—• r l # # # LU '• A. . . r. • ,. ' .�.—�•.•• 'A. /��= �/ • •° 25g=_ S , S �Cp/ I X i 1 W / W\ o # # # Q A. — — \ Off— S �-`� \ PROJECT NO.: O41 -•• •• / _ _ _ / \ • 24035 O o DRAWN BY: cn ' :• EB cn/ o \ CHECKED BY: AC, JB Q ❑■ ■ T CHERRY BLOSSOM EAST - SITE PLAN DATE: ❑ 20 0 20 40 60 5/7/2025 N N O N SCALE: I"= 20'-0" SHEET NUMBER 0 C1.0 L ■ Q cJ1 1 12 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 UTILITY GENERAL NOTES PROJECT GENERAL NOTES S\oNAL ENc, I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN I. ALL WORK SHALL B G\STER E DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR � �0 �13 APPROXIMATE LOCATIONS. THE GONTRAGTOR SHALL DETERMINE THE EXACT REQUIREMENTS OF THE CITY OF MERIDIAN PUBLIG WORKS DEPARTMENT, IDAHO LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGIN6 WORK AND TRANSPORTATION DEPARTMENT (ITD), AND/OR THE ADA COUNTY HIGHWAY AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHIGH MAY DISTRICT. 3 w BE OGGA51ONED BY HI5 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 2. ALL WORK WITHIN ITO RIGHT OF WAY SHALL CONFORM TO CURRENT ITD 5 O o AND ALL UNDERGROUND UTILITIES. SPECIFICATIONS AND STANDARDS. y /7/202 P�, 2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDIN6 3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE �� F OF PRIOR CONNECTION COMMENCING WORKHANIGAL PLANS AND MEGHANIGAL CONTRACTOR RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY �/L/O M G 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 BARRIGADE5, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND z P055E5510N AT ALL TIMES, A GOPY OF ALL RELEVANT 5PEGIFIGATION5. THE CONSTRUCTION AREA. z CT (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 RIGHT-OF-HAY SHALL CONFORM TO THE CURRENT EDITION RI THE IDAHO DISCREPANCIES PRIOR TO CONSTRUCTION. ANY PLAN CHANGES MUST BE REQUIREMENTS OF THE APPROVING A6ENGIE5 OR AS SET FORTH HEREIN, w I. ALL GONOTRUGTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT L APPROVED BY THE ENGINEER OF RECORD. HHICHEVER IS MORE RESTRICTIVE. STANDARDS FOR PUBLIG WORKS CONSTRUCTION (ISPWG) AND THE AGHD 5. GALL 0I6LINE PRIOR TO EXCAVATION: I-800-342-I585. ° M 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN E o id o 6. CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD THE FOLLOWING A5 z SUPPLEMENTAL 5PEGIFIGATION5. NO EXCEPTIONS TO DISTRICT POLICY, APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS SPECIFICALLY AND BUILT INFORMATION FOR RECORD DRAWING PURPO5E5: 'v .s 0 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 a) � W co o 0 o AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHIGH MAY a -o cu n �o w B. RIM AND INVERT ELEVATIONS OF SANITARY 5EWER MANHOLES AND BE OGGA51ONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 0 - � uD CIDC L Z CITY O F MERIDIAN STANDARD NOTES 2 RIGHrT OIF--WAY OR EAOEMENTLL INSPECT ALL R�NGLUD NG eu NOT LIMITED VEMENTS NHIGH FALL I"O STORM DRAIN L o T OF o 0 w THE AGHD GLEANOUT5. AND ALL UNDERGROUND UTILITIES. a) Q cn E G. TYPES AND LENGTHS OF PIPES 6. CONTRACTOR SHALL INFORM BREGKON LAND DESIGN OF ANY UTILITY SIZE OR o-C6 v � � -- co 0 CONSTRUCTION, TRENCH BAGKFILL PROCEDUREO, ROAD WAY CONSTRUCTION AND D. HORIZONTAL LOGATION5 OF FIRE HYDRANTS, DOMESTIC WATER VALVES o `-' ° a a) cb N `o v o RESIDENTIAL & COMMERCIAL CONCRETE WORK. ANY WORK TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY LOCATION ACTORS NOR O PRIOR TO GE PUBLIGTION. w N a o r z WILL REQUIRE A SEPARATE PERMIT THROUGH AGHD CONSTRUCTION SERVICES AND DOMESTIC WATER METERS �. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED > o .a 3 cu C a -I. POTABLE WATER LINE AND NON POTABLE WATER LINE GRO551N65 REQUIRE IS" TO SECURE A RIGHT-OF-WAY CONOTRUCTION PERMIT FROM THE GOVERNING v w L CD `m o DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED OF VERTICAL SEPARATION DISTANCE FROM OUTSIDE WALL OF PIPES. ' 3 " a C0CD N K DEVELOPMENTS(MARCH 2O18) THROUGH AGHD CONSTRUCTION SERVIGES 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 5AWGUT5 ASSOCIATED WITH THE CONSTRUCTION OF ANY CONTRACTOR SHALL NOT INSTALL POTABLE WATER LINE WITH GREATER THAN THE PROJECT GONTRAGTOR(0). USE OF ANY PLANS ON THE JOB WITHOUT THE W GENERAL CONSTRUCTION UTILITY WILL BE COORDINATED AND APPROVED THROUGH CONSTRUCTION 60" COVER FROM TOP OF PIPE TO FINISHED GRADE. "APPROVED FOR GONOTRUGTION" STAMP SHALL BE GROUNDS FOR THE o 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 (IDHR) AND q, SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION OF THE IDAHO STANDARDS FOR PUBLIC, WORKS CONSTRUCTION (ISPWG), THE GITY OF INITIATING ANY GONOTRUGTION. IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB HHITNEY AT IDHR WESTERN REGION BEDS AND DRYWELLS) SHALL BE LOCATED AT LEAST 25 FEET FROM WATER , MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5 TO THE ISPWG (AND ANY ADDENDUMO), 4. AGHD INSPECTION STAFF WILL BE MORE GL05ELY MONITORING PEDESTRIAN MAINS. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER Q MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY (334-2Ig0). AND THE CITY OF MERIDIAN PUBLIC WORKS DEPT. FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK q. EXISTING OVERHEAD POHERLINE5 SHALL BE RETAINED AND PROTECTED AS o DI5TRIGT (AGHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION GROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO TOLERANCES I0. CONTRACTOR SHALL CONTACT DI6LINE 46 HOURS PRIOR TO ANY EXCAVATION. NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE GONTRAGTOR DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE ALLOWED. I-600-342-I585 SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE CONTROLLING STANDARDS OR SPECIFICATIONS. II. ALL CONSTRUCTION IN THE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST o 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD 5. TRUNCATED DOMES SHALL BE GONOTRUGTED ON ALL PEDESTRIAN RAMPS WITHIN ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. EDITION OF THE I5PHC AND THE AGHD SUPPLEMENTAL SPECIFICATIONS. NO I0. EXISTING SEPTIC SYSTEMS A55OGIATED WITH ANY ABANDONED BUILDINGS ON D SPECIFICATIONS AND DRAWIN65 ON SITE OR READILY ACCESSIBLE AT ALL TIMES AGHD RIGHT-OF-WAY. DOMES SHALL BE GONOTRUGTED PER ISPWG 50-7I2. THE SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS OF THE EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWG WILL BE ,J DURING CONSTRUCTION (AVAILABLE ON THE WEB5ITE). FAILURE TO HAVE AGCE55 TO A DOMES SHALL BE GAST INTO THE CONCRETE (STAMPED GONGRETE AND ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FORA MANUAL. THE CONTRAGTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, THE DISTRICT. o STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL 12. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY BUILDING o D FOR CONSTRUCTION& BY 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE w CONNECTION POINTS WITH MECHANICAL PLANS AND MECHANICAL CONTRACTOR z 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED ®APPROVE COLLAR REQUIREMENT PER ISPWG SO-6I6 AND BE IN ACCORDANCE WITH SECTION BE DISCONNECTED FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE I THE CITY OF MERIDIAN ON SITE AT ALL TIMES. EXCAVATED AND TRACED FROM THE SEPTIC, TANK TO THE DRAIN FIELD TO THE PRIOR COMMENCING WORK. 4. ALL GONTRAGTOR5, 5UBGONTRAGTOR5, AND UTILITY GONTRAGTOR5 SHALL ATTEND A 703 OF THE ISPWG. 13. ALL PRIVATE UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THESE w FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A PRE-GON5TRUGTION CONFERENCE PRIOR TO START OF WORK. DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE PLANS, THE LATEST EDITION OF THE IDAHO SPECIFICATIONS FOR PUBLIC, HORK5 'I 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTEGHNIGAL CONSTRUCTION AND THE PROJECT SPECIFICATIONS. IF DISCREPANCIES OCCUR 10OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT PLACED 50 AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTERS, 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 50-30I. BEDDING AND BAGKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 = 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 All rights reserved, Re 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE WITH STRUCTURAL FILL. production or use in any Corm o L.I REQUIREMENTS OF THE APPROVING A6ENGIE5. AT THE REQUEST OF THE APPROVING DI5TRIGT'5 UTILITY COORDINATOR AT 208-387-6258 (WITH FILE NUMBERS) FOR REPLACED IN A MANNER MEETING ISPWG SECTION 2020 AND THE or by any means without written permission of AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL CONTRACTOR'S EXPENSE. erection Land Design,l pr is unlawful and subject to 0 DETAILS. criminal prosecution. w MATERIALS INSTALLED ON THIS PROJECT MEET THE 5PEGIFIGATION 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 AGENCY MUST BE APPROVED UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY SHALL BE Q PRIOR TO (A) BAGKFILLING TRENCHES FOR PIPE;(B) PLACING 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 ACT (ADA) o PLACING OF CONCRETE;(0) PLACING OF ASPHALT PAVING. THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE 5P-3, 0.50 INCH z C1. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER (I/2") MIX, PG 64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE COMPLIANT; THEREFORE, GROSS SLOPE SHALL BE LESS THAN 2� AND MAXIMUM CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION AND 26" OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR LONGITUDINAL GRADE FOR RAMPS SHALL BE LESS THAN 8.395. W. SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE INDUSTRIAL ROADWAYS SHALL BE 5P-3, 0.50 INCH (I/2") MIX, PG-64-2b THREE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN INCHES (3") THICK, A5 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 GONOTRUGTION PLANS. BAGKFILL, DEHATERIN6, AND EROSION CONTROL SHALL MEET THE a I0. ANY DEVIATION FROM THE APPROVED PLANS AND 5PECIFICATION5 MUST HAVE THE RUN. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A 5P-3, 0.50 INCH IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO EXCEPTIONS WILL BE 5PEGIFIGATIONS OF 5EGTION 200 OF THE ISPWG AS WELL AS THE Q APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. (I/2") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK, AS A MINIMUM WITH 4" ALLOWED UNLE55 5PECIFIGALLY AND PREVIOUSLY APPROVED IN WRITING BY 5PEGIFIGATIONS AND RECOMMENDATIONS OF THE 6EOTECHNIGAL ENGINEERING r n C G II. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION ALL APPROPRIATE ENTITIES. REPORT. v/ W 15 GREATER. 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH /r Lu 10 SHALL OBTAIN AN ELEGTRICAL 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 GODE, CHAPTER 22, TITLE W ` V I0. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR w WATER CONDITIONS ARE LI5TED IN 5EGTION 6000 HIGHWAY GUTS OF THE AGHD POLICY DIGLINE (I-800-342-1585) FOR EXACT LOCATION A MINIMUM OF 48 HOURS SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF (n MANUAL. PRIOR TO DIGGING. ENVIRONMENTAL QUALITY (DEG). CONTACT GRAI6 5HEPHARD AT THE SOUTHWEST �i./ ° I). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO REGIONAL DEQ OFFICE (373-0557). THE CONTRACTOR SHALL SUBMIT TO DEQ A L L' J I. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE G `_ "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.OI.08)" AS WELL AS THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY 3. UTILITIES ON THIS PLAN ARE BASED UPON RECORD DRAWINGS AND AS-BUILT DEWATERIN6 PLAN WHIGH OUTLINES THE LOCATION OF PROPOSED BMP5 AND w EQUIPMENT DURING TRENCHING OPERATIONS. SURVEY. BREGKON LAND DESIGN MAKES NO GUARANTEE THAT THE THE SEQUENCING OF THE DEWATERIN6 ACTIVITIES. ALL CONSTRUCTION WATER THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL GONSTRUGTION NOTE Q NO. I. 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 5046 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 n r o 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER ROAD 5URFAGE, GONTRAGTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. SERVICE OR ABANDONED. FURTHER, BRECKON LAND DE5GIN DOES NOT BEFORE IT LEAVES THE SITE. V J MAINS (SANITARY 5EWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN 5). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH WARRANT THAT THE UNDERGROUND UTILITIES 5HOHN ARE IN THE EXACT 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE F (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 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 CD o O w WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (IS) INCHES OF VERTICAL ONLY FALL IN THE GENTER OR EDGE OF A TRAVEL LANE. UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE 5UBGRADE AS RECOMMENDED IN THE GEOTEGHNIGAL REPORT. ALL WASTE C n 4). FLOHABLE 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 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMSS (IDAPA 58.01.08) v SEPARATION, THE GR055I SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION TRENCH MATERIAL I5 DEEMED UNSUITABLE BY AGHD INSPECTOR, DOES NOT MEET COORDINATE WITH THE PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE AGGORDANGE WITH ALL APPLICABLE REGULATIONS. THE SITE SHALL BE O ., COMPACTION STANDARDS OR TIME 15 A CRITICAL FACTOR. ENCOUNTERED. PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL TO ENSURE STABILITY o AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.0I.I0. 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY OF SUB6RADE. A REPRESENTATIVE OF THE GEOTEGHNIGAL CONSULTANT SHALL 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER 4. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. SERVIGES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 5IX (6) FEET. WHERE IT IS REMAIN ON SITE TO ENSURE PROPER PLACEMENT AND COMPACTION OF REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE STRUCTURAL FILL. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO GROSS NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INCLUDE GH, w WITH LESS THAN EIGHTEEN LE INCHES OF VERTICAL SEPARATION, THE GROSSING SHALL II. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE \ OF, GM, SW, SP, SM IN ACCORDANCE WITH THE UNIFIED SOIL GLAOOIFIGATION 6. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 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 BE GONOTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR WITH STRUCTURAL FILL PER I5PWG 5PEGIFIGATION5. PROVIDE SOILS DATA TO SYSTEM CTI O). CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDED WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS OF THE 404 Q PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONSTRUCTION CONSIDERATIONS, AS CONTAINED IN THE PROJECT ` VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER� r 6EOTEGHNIGAL ENGINEERING REPORT. PERMIT. WASTEWATER RULES (IDAPA 58.01.16). ISPWG SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 7. STRIP AND STOCKPILE TOPSOIL AS RECOMMENDED IN THE GEOTEGHNIGAL E 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH 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 5ERVIGE LINE GROSSES A STORM WATER TREATMENT FAGILITY (I.E. SEEPAGE BEDS, 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT AGHD INSPECTED BY THE PROJECT 6EOTEGHNIGAL ENGINEER TO VERIFY SUITABILITY VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOILco ® DRAINAGE SHALES). CONSTRUCTION SERVICES AT 208-387-6284 FOR VERIFICATION OF COMPLIANCE OF 5Ul?E FOR PLACEMENT OF STRUCTURAL FILL. THE EXP05ED GOMP051TION INCLUDING SOIL TYPE, MOISTURE CONTENT AND STABILITY AND w C 5. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 5ERVIGE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 5UBORADE MUST BE IN A COMPACT, FIRM AND STABLE CONDITION PRIOR TO THE WEATHER CONDITIONS DURING GONOTRUGTION. STRIPPING DEPTHS SHALL BE Ir TO ALL EXISTING WATER USERS AFFECTED BY 6ON5TRUGTION. IF WATER SERVICE MUST FILL PLACEMENT. THI5 WILL BE CONFIRMED BY PROOF-ROLLING THE 5UB&RADE DIRECTED BY THE ON51TE GEOTEGHNIGAL CONSULTANT. LOCATION OF z BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORK5 13. PRIOR TO REMOVAL OFANY EXISTING STREET SIGNA&E, COORDINATE WITH AGHD IN A MANNER ACCEPTABLE TO THE TE5TIN6 AND INSPECTION GON5ULTANT. STOCKPILED MATERIAL SHALL BE GOORDINATED WITH THE OWNER AND UJ O O INSPECTOR. CONSTRUCTION SERVICES TO DETERMINE IF REMOVAL CAN BE DONE AND/OR IF ENGINEER PRIOR TO PLACEMENT. TEMPORARY 51GNA6E MAY BE NEEDED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED 8. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE CID 5EWER MATERIALS AT AN APPROVED OFF-SITE LOCATION. THE CONTRACTOR SHALL GEOTEGHNIGAL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER REMOVAL FROM THE GOMPACTED TO q5% MODIFIED PROCTOR PER THE REQUIREMENTS OF ASTM D r , �•/ r I. GON5TRUCTION OF THE 5EWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE G E O T E X T I L E GENERAL NOTES SITE. I557. TESTING FREQUENGY SHALL ALLOW FOR A MINIMUM OF ONE COMPACTION v WASTEWATER RULES (IDAPA AS WELL AS THE STANDARDS AND SPECIFICATIONS 7. CONTRACTOR 15 RESPONSIBLE FOR 5EGURIN6 AND PAYING FOR ALL PERMITS TEST PER LIFT PER LOT. THE COMPACTION TESTS ON THE FINAL LIFT FOR EACH 0 REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. I. I. IF REQUIRED, CONTRAGTOR SHALL USE APPLICABLE CONSTRUCTION REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENCY. LOT SHALL BE SUPPLIED TO THE PROJECT ENGINEER AT THE GOMPLETION OF 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER GEOTEXTILE5 AS SPEGIFIED IN ISPWG SECTION 2050. THE PROJECT. o MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN 8. GONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS q. THE 5UBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, C (10) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE WATER MAIN AND NON-POTABLE NEGE55ARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL COMPACTED, INSPECTED AND PROOF ROLLED WITH A HEAVY RUBBER-TIRED 6, WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (I8) INCHES OF VERTICAL OPERATIONS. FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO PLACEMENT OF FILL. SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION STREET LIGHTING GENERAL q. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY FILL WITHIN THE ROADWAY AREAS SHALL BE GOMPAGTED TO NOT LESS THAN ^ C15% OF THE MAXIMUM DRY DENSITY OF THE SOIL AS INDICATED BY ASTM DbgB V J 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.OI.08) SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, OR H rn IN FLEXIBLE PAVEMENT AREAS. AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.OI.I6). ENTERING THE PUBLIC RIGHTS-OF-WAY. a p W v� ® NOTES I0. STRUCTURAL FILL IS DEFINED BY THE GEOTEGHNIGAL CONSULTANT. SEE • ; o o x o w z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER I0. GONTRAGTOR SHALL REMOVE ORGANIC OR DISTURBED SOILS WITHIN CLEARING GEOTEGHNIGAL REPORT FOR ADDITIONAL INFORMATION. o H a ui a z O SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 5IX (6) FEET. WHERE IT 15 °� W o o O LIMITS SHOWN ON THE CONSTRUCTION PLANS TO DEPTHS A5 RECOMMENDED PER I I. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHIGH \� w m a o o d NEGE55ARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO GROSS I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND GUT SHEETS TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHIGH ARE TO BE Z W THE GEOTEGHNIGAL REPORT, AND WASTED OR STOCKPILED FOR LATER USE. �� H Z o W_o WITH LE55 THAN EIGHTEEN (IS) INCHES OF VERTICAL SEPARATION, THE GROSSING SHALL MEETING ISPWG SECTION 1102 PART 1.4. REMOVED. _ N z UJ 2 0 D ADDITIONAL DEPTHS MAY BE NEGE55ARY TO OBTAIN 5UITABLE 5UB6RAOE / n a a W W > BE CONSTRUCTED IN ACCORDANCE WITH SEGTION 542.07 OF THE IDAHO RULES FOR 2. CONTRACTOR SHALL FURNISH MATERIALS MEETING ISPWG SECTION 12. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN cc CIO > >a o m MATERIALS AS DETERMINED BY THE GEOTECH CONSULTANT. c I IO2 PART 2. s N o a 4 z 0 v PUBLIC, DRINKING WATER 5Y5TEM5 (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. a z W 3. CONTRACTOR SHALL COMPLETE WORK MEETING ISPWG SECTION 1102 II. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL AND � o x c1� WASTEWATER RULES (IDAPA 58.0I.I6). I3. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTIGE OF a z w �' Lu 4. PLACE 5EWER 5ERVIGE LINES IN A 5IX (6) INCH DIAMETER WATER GLASS PIPE SLEEVE PART 3. VEGETATION WHERE STRUCTURAL FILL IS TO BE PLACED. CONTRACTOR SHALL INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. U O w WHEREVER THE SERVICE LINE GROSSES A STORM WATER TREATMENT FACILITY (I.E., 5TOCKPILE MATERIAL IN DESIGNATED ON-SITE SPOIL PILE LOCATION FOR 14. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM T SEEPAGE BEDS, DRAINAGE SHALES). LANDSCAPING. MATERIAL IN EXGE55 OF THE LANDSCAPING NEEDS SHALL BE REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, REVISIONS DISPOSED OF IN AN APPROVED OFF-SITE LOCATION. AC H D SITE SPECIFIC NOTES WHICHEVER 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 # # # I. FOR SUBDIVISION SIGN INSTALLATION;OUTSIDE INSTALLERS MUST BE OF THE SITE PRIOR TO CONSTRUCTION. REQUEST OF THE AGENCY AND/OR THE ENGINEER. # # # Q CIA I. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-HAY ARE REQUIRED TO BONDED WITH ACHE? AND OBTAIN A NO-GHAR6E RIGHT-OF-WAY PERMIT. # # # SECURE A RIGHT-OF-WAY GONOTRUGTION PERMIT FROM AGHD OR ITD AT LEAST # #� # UJ `g TWENTY-FOUR (24) HOURS PRIOR TO ANY CON THE P BLI 2. GUTTE RUCTION IMPACTS MAY WARRANT ADDITIONAL CONCRETE CURB, CONCRETE GENERAL NOTES > � 2. AGHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE GUTTER AND ASPHALT REPLACEMENT, WHICH WILL BE AT THE UTILITY TRENCHES ABOVE THE PIPE ZONE. Ql DISCRETION OF AND DETERMINED BY AGHD INSPECTION STAFF AS THE PROJECT NO.:L O PROJECT PROGRESSES. WHERE EXISTING GUTTER PAN IS IMPACTED, THE I. CONCRETE MATERIALS SHALL MEET ISPWG 5EGTION 703 PART 2.I. 24035 B PRESSURIZED IRRIGATION MINIMUM ASPHALT GUT LINE OF 2-FOOT WILL BE ENFORCED. 2. AD MIXTURE SHALL MEET ISPWG SECTION 703 PART 2.2. AGGREGATE AND ASPHALT 3. GONGRETE 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. S. BLOOMERAN6 15 CLASSIFIED AS A LOGSAL ROADWAY, E. LAKE 4. WORKMANSHIP SHALL MEET ISPWG SECTION 703 PART 3.1. EB 0- IRRIGATION DISTRICT IN WHIGH IT 15 BEING CONSTRUCTED. HAZEL 15 GLA551FIED AS A GOLLEGTOR ROADWAY. SEE AGHD 2. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY CONNECTION BETWEEN STANDARD NOTE q FOR ADDITIONAL GUIDANCE. GENERAL NOTES 5. CONTRACTOR SHALL FOLLOW WEATHER AND TEMPERATURE LIMITATIONS AS CHECKED BY: THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST SPEGIFIED IN ISPWG SECTION 703 PART 3.2. U I. GONTRAGTOR SHALL USE UNGRUSHED AGGREGATES MEETING ISPWG 5EGTION BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEG) AND THE 6. CONCRETE PLACEMENT SHALL MEET ISPWG SECTION 703 PARTS 3.5, 3.4 AND All �JB 3.5. Q . CONTRACTOR SHALL INUE OPERATIONS HHEN o CITY OF MERIDIAN WATER DEPARTMENT. TRAFFIC CONTROL GENERAL 2. CONTRACTOR SHALL USE CRUSHED AGGREGATES MEETING ISPWG SECTION 802. 7 TEMPERATURE REACHES 3�FTOR LOWER. FURNI H CONCRETE THAT HIIRLL HAVE A 5/7/2025 PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 3. CONTRACTOR SHALL USE PLANT MIX AGGREGATES MEETING ISPWG 5EGTION TEMPERATURE OF AT LEAST 50°F AND NOT MORE THAN 85°F AT THE TIME OF CIA DRAINAGE SO3. PLACING. O NOTES 4. CONTRACTOR SHALL USE ASPHALT PAVEMENT PROCEDURES MEETING ISPWG 8. PORTLAND CEMENT CONCRETE SHALL MEET ISPWG SECTION 706 PARTS 2.4 AND SHEET NUMBER o I. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHE? OR ITD SHALL BE SECTION 805. 3. L A `" RESPONSIBLE FOR INOPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT I. CONTRACTOR SHALL USE TRAFFIC CONTROL METHODS DURING 5. CONTRACTOR SHALL USE PLANT MIX PAVEMENT MEETING ISPWG SECTION 810. q. FOR PRECAST APPLICATIONS, CONTRACTOR SHALL PROVIDE SUBMITTAL TO THE ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION CONSTRUCTION THAT MEET ISPWG SECTION 1103, IF NEEDED. ENGINEER OF RECORD SHOWING COMPLIANCE WITH ISPWG SECTION 704 PARTS I, OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE 2. CONTRACTOR SHALL INSTALL PERMANENT PAVEMENT MARKINGS MEETING 2, AND 3. 1 1 ISPWG SECTION I I04. 1■ 1 o DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 3. CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC SIGNS MEETING ISPWG °i SECTION 1105. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Cherry Blossom Subdivision No. 1 16 N --* �W S89'20'38"E 11779 Rim= 2597.96' 22.38' N Midtown Square Subdivision I.E.- 2591.26' Irrigation Box -- 15 Top= 2598.05 �► 12"PVC 1.E.(S)- 2596.15 12"PVC 1.E.(N)- 2594.20 TEL TEL TEL TEL ML TEL , w , T[I. TEl. � S89'i 7 53 E 311.02 PL5 4431 � ° a PLS 4431 x x % x 1 12"PVC(N)INV-2596.11 -- -- -- -- -- -- - Meridian Sewer Easement Instr. No. 394632 x Block 2 �gn ■ �{ x 13 14 04 la1 I N / .... . - I 2 I = CV Easement Per . g Instr. No. 379115 '♦ Instr. No. 329628 ------------------------ -------------------------------------------------------------------------------------------------- ------------------- -------- -------- ------- -------------------------------------- Z 12"PVC 25�8 I.E.- 2596.14' 12"PVC MR— Pump I.E.(W)- 2596.20' I Rim- 2895.62 { I.E(E)=2596.55' �rra— I $ {�s� aq .... —— - - -----.- E • E Rim- 2597.89 EGR �P I.E= 2589.82' I.E.- 2589.1u t R C 63.12 163.22' r., 115.18 ........ �N89'2038 W 18"RCP s _ — .�N89'25'25"W 278.40'. .. .. Ili. R1mE�2590. 3 W. Camellia Ave. 6 I.E.(N}- 2596. 6' ass �� ..................... N89'25'25'w 1f ' z ....., ,,.. ..j.. ... .. .....-•••.••••-• •••••• 6.32.. sa- I.E(s)= 2596.7 . ... ..... .. ............ ............................................ .. ....... . ...... .. n .. ................. ......................, ..... .... ,,, 2 ..... ......... ... ....... ............................................ ..,. .............................,.........., ... _x`598�x ...................:........ ...................................... :.:.:.........'..:..'... ss— x % ... ......%. k. %. .. .... r Pump .. ., .............. �F,g9 ,C„� .a. 12 PVC 15"RCP Rim.- 2595.74' S.INV=2595.96 I.E(W)=2596.09' ............ - I.E.= 2589.20' Welker Subdivision I.E.(E)-2596.41' Sewer Clean out El ev. 2598.58' N.C. Legend 0 Found 1/2" Iron Pin, as Noted Property Boundary Line ❑ Found 5/8" Iron Pin, as Noted Right-of-Way Line Found Bross Cap Monument Lot Line round Spike Monument -------------- Easement Line ■ Found T-Post ---x x Fence ■ p N.C. No Cap EGR Edge of Grovel Road �f Ill. Illegible U, Edge of Pavement 0 Lot Number ss Sanitary Sewer Line 0x" Deciduous Tree (W/Slxe) so Storm Drain Line Power Pole ---------------- Subsurface Pipe � rL Guy Wire Anchor OP overhead Power Una L ® Power Transformer ur Underground Power Line (B Power Meter TEL Telephone Line C1.3 _U_ Traffle Sign w Domestic Water Line ❑o Mail Box A Irrigation Line QQ Storm Drain Manhole - — Bottom of Ditch Water Valve Toe Top of Bank 2 10 40 Water Meter Curb & Gutter d 3 20 60 NO. REVISIONS 7BY HATE Q Sanitary Sewer Manhole Scale: 1" = 20' pp,H❑ 9955 W. EMERALD 5T. Curb, Gutter flco Clean Out .'..' and Sidewalk dRR Irrigation Blow—off Valve BDlSE, IDAHD 837{}4 SURVEY PH. (208) 846-8570 Area of Concrete FAX (208) 884-5399 , GROUP, LLC VWM.IDAHaSURVEY.CDM Building Utility Warning kL L RNa Cherry Blossom Subdivision No . 2 The underground utilities shown have been located from field survey information °� EN$,q�_ and existing drawings, The surveyor makes no guarantee that the undergroundl� utilities shown comprise all such utilities In the area, either In service or a Topographic Survey abandoned. The surveyor further does not warrant that the underground utilities '� 9 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 Situatednot physically located the underground utilities. in the N W1 /4 of the N E1 /4 of Section 12, �0 F OF '°�o`' T.3N., RAW., B.M., City of Meridian, Ada County, Idaho. These drawings, or any portion thereof, shall not be used M McGP� 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, U.C. Date: 6/14/2024 Date: 6/14/2024 24-145Ti 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 5\0"� �G\STEREO 13 F� 1 REMOTE CURB AND CURB TRANSITION UP TO EXISTING TREES TO BE NOTED SAW GUT LINE 3 U REMOVED Q SAVE AND PROTECT EXISTING TREE y ��5/-7/202!.� w 3 REMOVE SQUARE BOLLARD ��0 OF ��P p� z O G CONSTRUCTION LIMITS M G ND PRE55URE IRRIG STESAVE AND PROTECT EXISTING PUMP HOUSE SAWGUT LINE AND SYSTEM o L SAVE AND PROTECT EXISTING O SAVE AND PROTECT EXISTING POWER POLE —x—x—x—x— w FENCE O SAVE AND PROTECT EXISTING ,°�� o ino G EXISTING GAS LINE UNDERGROUND POWER LINE .Y n U u f0 'N ('/J O S — EXISTING SEWER LINE O co SAVE AND PROTECT EXISTING m o z TRANSFORMER L I E.N . C° M o oar, E 6, oco C�- w SD EXISTING STORM DRAIN LINE 0 '� C-" 0 _ � 0 $ SAVE AND PROTECT EXISTING GAS LINE c cr0i o ° a m N o v o —Op—op- EXISTING OVERHEAD POWER _o Co CL ca 3 0 0 z83 a Q SAVE AND PROTECT EXISTING WATER v w CD 3 L c0o a o CD tR EXISTING PRESSURE IRRIGATION METER AND UNDERGROUND WATER LINE C` a C0 N 10 LINE • — • • — K 1O NOT USED Z EXISTING GRAVITY IRRIGATION SAVE AND PROTECT EXISTING CONCRETE Lu LINE G IRRIGATION BOX AND 12" PVC, WATER LINES m W EXISTING WATER LINE 1Z SAVE AND PROTECT EXISTING SANITARY , O EXISTING MANHOLE SEWER MANHOLE EXISTING WATER METER 13 SAVE AND PROTECT EXISTING CONCRETE EXISTING WATER VALVE G RELOCATE EXISTING STREET SIGN. SEE o SHEET 5D4.0 FOR NEW LOCATION J EXISTING POWER POLE 15 SAVE AND PROTECT EXISTING FENCE 0 EXISTING BOLLARD O 16 SAWGUT AND REMOVE EXISTING ASPHALT o EXISTING SIGN ' Lu Z U w EXISTING PUMP STATION 'I o Lu w APPROXIMATE AREA OF Copyright©2025 z DEMOLITION NOTES All rights reserved. Reproduction or use in any form o GRAVEL REMOVAL or by any means without written permission of HBreckon Land Design,Inc.is unlawful and subject to 0 I. CONTRACTOR SHALL REFER TO 5PEGIFIGATION5 criminal prosecution. w AND DETAILS FOR ADDITIONAL REQUIREMENTS. Lu APPROXIMATE AREA OF 2. LIMITS OF WORK ARE IDENTIFIED ON PLANS. z CONCRETE REMOVAL 3. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY. ° z Y F APPROXIMATE AREA OF o z ASPHALT REMOVAL a Z 0 N Lu Lu SAVE AND PROTECT EXISTING w BUILDING W z z0 w 0 w _ 0 Lu - W - — o o C� J w CC) Q > C/) 0 Cr) Cl) 10 z 15 I _ Q w Fcc) o C = 0 = - - UT- - - - T- - - - UT- - - - UT- - - - UT- - — UT- - - - UT- - - - UT � � 0 ° -G x x— x—x—x x Lf) x '�.is x-x-x-x-x-x-x-x-x-x- z UP- - - - U 9 X Y Y Y Y % X-x W J N — _ o I 7 3 15 X LW I Q N 1 I I C/') 15 0 0 Co z E � I I I I � � _ o � � I W W � 3 I � � 0 z C I W 2 x_x— C„ = O x x e Z o U II e W W IU II oe/ C/) D i I oQ� v� I loe� I — - - - - - - - — - - - - - - O I cn — — — —� — — � P rA OI �Wa'W O OP 3 OO�H GW I 5 I Q C - - - - - -15 - - - - - - 15 x _ do do �X o �' 10 yW°fxo0~ O 6 OP OP OP OP OP OP OP x OP x OP Op 1 \\ z W LL o H 11 2 $ x—x x — 4 O I 5 16 m>o>aom T NG 4ZZ5 vP o o C RI G G 14 r 4 LLI '� LLJ _ _ S S S S S S G W ����`� O 12 _ _ S REVISIONS I� W. CAMELIA AVE. LL T I No. Date Description U XX OP 13 O O �� 13 13 I O r- # # # C0 O —x—x—x—x� O # # # —x—x—x—x—x—x— OP— rx—x—x—x x 1 W O WS S 5 # # # LU a� x C S _— S co 0 S S � S S I PROJECT NO.: 0 - ---- 24035 o B co © _ _ --- ❑ _ DRAWN BY: o cn EB 0— N 0 CHECKED BY: °' 5 G AC, JB DATE: o rn 5/7/2025 T DEMOLITION PLAN SHEET NUMBER O A `� N 20 0 20 40 60 t SCALE: I"= 20'-0" C1.4 1 2 3 14 5 6 17 8 9 10 1 11 1 12 1 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP �S\pNAL EN�i LAYOUT NOTES CALLOUT LEGEND LAYOUT & MATERIAL LEGEND �G\STE/��.0'LF�13 I. ESTABLISH SITE LAYOUT GRID FROM POINT OF BEGINNING (P.O.B) AT THE O 237 LF TUBE STEEL FENGINS SEPARATING EXISTING DRIVE FROM NEW PAVED - - PROPERTY LINE 3 SOUTHWEST PROPERTY CORNER WITH AN ASSUMED COORDINATE OF N: 1 DRIVEWAY. SEE DETAIL I/504.5. W 6024.2q', E:786q.32' (VERIFY). ESTABLISH 2ND POINT AT THE SOUTHEAST POINT OF BEGINNING FOR GRID y �j 5/7/2025 O PROPERTY CORNER AT 457.84', S SgDE6 24' 17" E FROM THE P.O.B. WITH O INSTALL 3" ROLLED CURB GUTTER PER ISPWG SD-702. SEE DETAIL 3/SD4.5 P•0•B• IS ESTABLISHMENT 2j �TF OF \OPT AN ASSUMED COORDINATE OF N:(901q.53'. E:8327.13' VERIFY) O/ t, z 2. REFER GL05ELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE Q SECOND POINT FOR GRID �Q M LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CURB END TRANSITION. SEE DETAIL 2/SD4.5. 2ND POINT ESTABLISHMENT z CONSTRUCTION. EXTEND EXISTING CONCRETE DRIVEWAY TO MATCH FINISHED GRADE OF THE o 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION O BACK OF CURB. N:600.00' GRID LINE L OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE Q ASPHALT PAVEMENT SECTION. SEE DETAIL 4/504.5 TUBE STEEL FENCE. SEE DETAIL I/504.5 0 CONTRACTOR'S RESPONSIBILITY. o N ° 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT PATCH BACK ASPHALT TO MATCH EXISTING ° ` U)� G ROLLED CURBING LOCATION m -a o AND SLEEVES WITH RESPEGTIVE CONTRACTORS. �, o 5. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. STAKING RELOCATE EXISTING SIGN TO THIS LOCATION C .E 5 & - N �° z T CURB AND GUTTER LOCATION E - SHALL BE PERFORMED BY REGISTERED LAND SURVEYOR WITHIN THE a) a` E iu F cab CD W STATE OF THE PROJECT. 8 CONSTRUCT COMMON DRIVE APPROACH PER ISPWG 50-710 Q C6 � _ co 0 6. AN6LE5 TO BE TURNED ARE 450, cIOD, OR 1350 UNLESS OTHERWISE NOTED. SCORE JOINT (TYPICAL) c' M o °- ii m N `o v o w m.- L m O Z 7. DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, CONTRACTOR TO COORDINATE WITH HOMEOWNER FOR REMOVAL AND > _ m� �' = a EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. O RECONSTRUCTION OF EXISTING FENCE AT NEW CURB LOCATION " w r' L CLOD ca 8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND EXPANSION JOINT (TYPICAL) 3 " a C0 N GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION 1Q ROLLED CURB TRANSITION TO EXISTING 6" CURB • - • • - K OF THE DESIGN PROFESSIONAL FOR A DEG15ION PRIOR TO GOMMENGINS ACCESSIBLE RAMP LOCATION WITH z WITH THE WORK. DETECTABLE WARNING SURFACE w q. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL MATERIAL NOTES HAVE AN EXPANSION JOINT. NEW CONCRETE FLATWORK 10. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS I. REFER TO DETAIL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONSTRUCTION REQUIREMENTS. ASPHALT PAVEMENT SECTION CONFORM TO DES16N. 2. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY DE516N WITH AGGREGATE BASE. SEE z 11. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR PROFESSIONAL. DETAIL 5/504.5 REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE DESIGN PROFESSIONAL. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE DESIGN J PROFESSIONAL, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR z REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. o 12. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANSENT5 ' F_ SHALL BE SMOOTH AND CONTINUOUS. z 13. LOCATION OF ALL SITE FURNISHINGS SHALL BE APPROVED BY DESIGN w PROFESSIONAL PRIOR TO INSTALLATION. 14. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR 'I o ADDITIONAL REQUIREMENTS. w 15. SEE ELECTRICAL SHEETS AND SPECIFICATIONS FOR ADDITIONAL w INFORMATION. ALL LI6HT POLE BASES ADJACENT TO SIDEWALKS OR IN W LAWN AREAS ARE TO RECEIVE CONCRETE APRON- SEE DETAIL. Copyright©2025 Z 16. ALL ACCESSIBLE PARKING STALLS AND 5I6NS SHALL CONFORM TO All rights reserved Reproduction or use in any form o H FEDERAL, STATE, AND LOCAL REQUIREMENTS FOR ACCESSIBLE PARKINS. or by any means without written permission Breckon Land Design,Inc.is unlawful and subject to 0 17. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO NEW OR EXISTING criminal prosecution. w IMPROVEMENTS INGLUDIN6 LANDSCAPE AREAS AS A RESULT OF w CONSTRUCTION ACTIVITIES. a 18. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK a THAT DOES NOT CONFORM TO DRAWIN65 AND SPECIFICATIONS. 7 0 Iq. REFER TO MATERIALS AND 5I6NA6E PLAN FOR FINISHED SITE MATERIALS, L w STRIPING, AND SISNASE INFORMATION. ALL SIGN POLES LOCATED IN LAWN AREAS ARE TO RECEIVE CONCRETE APRONS. 20. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE DESISN PROFESSIONAL. a Q ' A Z v, z G W I \\ 00 ^ ' Cr) a ` V z O 1 0 J W � o � O W ° < W U co W CC � C O Z Cf) C *� G o w w A I CD o w F \ _ _ CD _ o �S - - - UT- - - - UT- - - - UT- - - - UT- - - - UT - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - UT UP IR IR x IR IR x IRx-x IR � x-x X x-x-x-x-x-x-x-x--x-x-x-x-x x-x-x-x-x� -x I r 0 x W O - - - - - - - - � IR IR IR I x 1 - - - - _ x �- ---------- " F- - - - - - - - - N X x N:6,100' I 7 0 NNI C x�; W II z x-x-x x e C/) w Cf)a) CENTER Z g O N 6069.48 CENTER I F I ,, W �W O �I E:8048.26 N:6068.80 5 E:8126.39 cn U - I 6- o - - -I - - - - - - � - I 9 II - - - - - -I I 3 2 - - - - - I e C w - - - - - - - - P oP 4 7 U' z~ II FH w Oe 0 Vl OI >.Wa'W w d0 d0 -OP- oP oP 10 'a a''0 -x- x- -x- x- i w o ~ O I O D4. � >------ O CIO No4nz5O CR P.o.6. - 5 W W W - Z W cV J a OX W LL] °P w Q- T oP 1 BEGIN 1 END 1 2ND POINT $ �W� CAM ELI AVE. REVISIONS O \°P VZ4y. 4 Ju No. Date Description LL < -x_x_ 61.31'K-x-x- OP O S S S S S - # # # Q x x-x-x-x� � � x-x-x-x °� N:6,000' S __ S - S co N:6,000' W W a- # # # # # # LU 0 o PROJECT NO.: O p 24035 B (cooDRAWN BY: Ir 6 o 0 0 o /// Nt EB rn C6 C6 0 C G- w CHECKED BY: w "' "' "' "' T All JB Q 0 N 0 5/7/2025 cll� T LAYOUT PLAN SHEET NUMBER O A `� 9 N 20 0 20 40 60 C2.1SCALE: I"= 20'-0" 0 1 2 13 4 5 6 7 8 9 10 11 12 13 14 15 07, C UAI SL7,V:" CU I F A- ;AI IU SJ-�V=Y C-,OU� �S�pNAL EN�i �G\STERN. 'LFVN O 3 3 U W y 0 /-7/2025,� \ 'GAO TF OF N G Z /p M 0 z z 0 w L w JIM EO O 0 0 U C L } U .O C Q sue.+ m 'v a) co 0 CUA� Opp t= L E 7 C to 1M� O w 'L L E (f7 61 CO CID 4'/ N (D W � a E m O E b CDC w � cn0 � 8-C.O U C C � L � F w v�.� L m W SON z o ' CL � C o m.m - N a z U J W CD J L CID (Lp O co CD N w K z w 0 W m W ASPHALT PAV I N6 z CONCRETE CURB 8 GUTTER ° FINISH GRADE PER PLANS o Q J GOLD JOINT WITH Y2" RADIUS ON CURB AND WALK. TOP OF WALK Z Y4" ABOVE TOP BACK OF CURB o O WHERE APPLICABLE Z z w (� U W_ I I F O O w w 12" ° r,1 Copyright©2025 Z 5" 2" 5" a ° ° �` All rights reserved Reproduction or use in any form o H 1 o CV or by any means without written permission of 2 0 0 ^ 8 ' a NIP Breckon Land Design,Inc.is unlawful and subject to 0 CONCRETE STRIP III o a Q a ^\� e criminal prosecution. w a III Q w CONCRETE FOOTING - o o a a o 10" SONOTUBE ® N a o o CD 1z 5GORE JOINT AT �`++��♦ o \ EACH POST o 0 0 !no o y�o v�o_II —III FENCE POST, SET 6" 2,_0„ III III POST PRIOR TOIII z INSTALLATION OF ^ z G MOWSTRIP - lJ J COMPACTED SUB6RADE W W `� a PLAN AGGREGATE BASE AS VIEW NOTES: SPECIFIED LLI W 0 o I. SEE I.S.P.W.G, 50-704 FOR ADDITIONAL INFORMATION UNLESS SITE SPECIFIC. w 2. GRADE AND AL16NMENT TO BE ESTABLISHED OR APPROVED BY THE LANDSCAPE CO ARCHITECT AND THE PUBLIC A6ENGY HAVING JURISDICTION. M Q 8' ON CENTER 3. Y2 INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL O ' ^ w o POINTS OF RADII. v J 0 4" 4. SCORE JOINT AT 8'-0" O.G. AND SHALL BE MINIMUMYa" WIDE, I DEEP, WITH ROUNDED rn Q � 10 F CORNERS. �+ 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWG SPECIFICATIONS. CD UJ -0 6. BAGKFILL AS PER ISPWG 5EGTION--106. 0 7. PROVIDE 5-0" TRANSITION TO OTHER CURB TYPE. O ... 0 25" z 10" 14" PREFORMED 'TYPE A' EXPANSION ROLLED CURB AND GUTTER (IN ) J a 1" JOINT MATERIAL SHALL BE 3 o l e: -/2 INSTALLED AT CURB TERMINUS I,J 50. TUBE STEEL Q RAIL ao 'co ° CO °C Q E o I/2" SQ. TUBE STEEL iv � PICKET 6 ° QUJ AT 4" O.G., TYP. SOLID LID 1 0 °a N I �� fG ° °°° ° ,° 2" 50. TUBE STEEL POST AT 6 O.G., TYP. ° °° ° ° ° 7" ASPHALT AND TOP FINISHED �J ° OF CURB FLUSH EXISTING DRIVEWAY ASPHALT DRIVE 20'-0" GRADE 0 0 ° ° ° °° e ° ° ° Q ° a ° ° d 1 Q- CONCRETE PAVING ° ° ° ° _ ° P.G.G. CURB ff 6UTTER (IN) J rn OR LANDSCAPE ° ° ° o FINISH GRADE, REFER ° ° ° ° DETAIL OF END C) TO PLAN ° °° ° a ° ° ° 1.5% TO 290 SLOPE g„ OF TRANSITION OI W W = Z W II11 III III—III— yW°lo2 J O —III—III—I LL"' oLL.z— O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ZW�LLu' \o� I I—III—III—III � H ��,W z , Cl) N �(�� PREFORMED 'TYPE A' EXPANSION 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 o III—III—III—:Jill ��/ m Q a d'W W �0 \O� ° ° ° JOINT MATERIAL SHALL BE __— — — — — — — — — — —III 1-1 1 — • No°a Z z 5 0 0 0 0 0 0 0 0 0 0 0 0 0 o J Q n V 7 W INSTALLED AT CURB TERMINUS - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -III—III—III—III—III—III—III—III—III— — IIIIIIIII—II ¢��� 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—IIIIII—III— U a,W Lu a °a ° ° ° GURB FLOWL I NE — — — — — — — — — — — — — — — — — — — _ � �_� I I—III—III—III-1 I I III III— I I III III I III III— I I III III III III III III III III III III III III III III III III III III III I I —III III III1 I I I I O LLJ NOTE: ° ° ° � ° °a ° ASPHALT PAVING " ' 1 i II III III— I I-1 I I,;I I I I I I I I I I�I I I I i i I I I I I I I I I l I i I I I l I i I l l 11�l l l l 1�11111�l l l l„,III, ,III-1 I I-1 I I-1 I I—III_ III III III Ii1 1i1 III I I "' REVISIONS Q No. Date Description 1) FINISH SHALL BE MANUFAGTURE'S POWDER GOATIN6. ° v SUBMIT COLOR SAMPLE FROM FULL COLOR PALETTE ° a # # ## # # Q FOR OWNER APPROVAL PRIOR TO ORDERING. ° ° MINIMUM ° ° 2 5" ASPHALTIC PAVEMENT (SP-3, 0.50 INCH ( ") # # # a) 2) CONCRETE POST FOOTING SHALL BE 12 w � DIAMETER X 36" DEEP (4500 PSI). ° °a ° P6 58-26) # # # \ C- 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND COMPACTED / CL POWDER COATED TO MATCH ADJACENT SURFACES. ° ° 0 4) CONTRACTORS ARE RESPONSIBLE FOR SHOP ° o ° ° o � 0 4 OF CRUSHED AGGREGATE BASE PROJECT NO.: O B DRANIN65 TO BE REVIEWED BY DESI6N ° _ BASE COURSE, AS SPECIFIED SUB6RADE Ir _ 14" OF 6" UNGRUSHED AGGREGATE 24035 ® PROFESSIONAL PRIOR TO INSTALLATION. TUBE — —r GOMPAGED SUB6RADE DRAWN BY: ^ STEEL GATES SHALL BE POWDER COATED - COLOR ° ° -III _ NOTES: EB 0- -III—III—III—I I I� �rr a AS DIRECTED BY OWNER. —III—III— III-1 III I. SEAL GOAT TO GON515T OF A 51 APPLICATION OF SS-IH EMULSIFIED ASPHALT (MIXED WITH AN EQUAL AMOUNT OF WATER) APPLIED AT A RATE OF 0.10 6P5Y. SAND CHECKED BY: 0- 5) REFER TO LAYOUT PLAN FOR MOW STRIP -III— 111111 II" STANDARD VERTICAL CURB BLOTTER TO BE APPLIED AS NECESSARY. U LOCATIONS. ° ° ° _' 2. BASED ON THE "R" VALUE OR G.B.R. TESTING, THE BASE AND AG THICKNESS MAY INCREASE. All JB 6) SCORE JOINTS 0 10' O.G. OR AT EACH POST. NOTES: 3. A LOCAL RESIDENTIAL STREET SHALL BE A NON-CONTINUOUS RESIDENTIAL STREET SERVING 30 LOTS OR LESS. DATE: � 7) INSTALLATION TO BE COMPLETED IN AGGORDANGE 4. TACK GOAT SHALL BE APPLIED BETWEEN THE GOARSES OF PLANTMIX SURFACES. 5 7 2025 o WITH MANUFACTURER'S SPECIFICATIONS. a I. USE WITH STANDARD 6 CURB AND GUTTER TO AVOID ABRUPT BEGINNING AND END OF GURB. n, 2. SEE I.S.P.W.G, 50-707 FOR ADDITIONAL INFORMATION. O C11TUBE T 4 ° ° ° CURB END TRANSITION PRIVATE DRIVE SECTION — MEDIAN TO SHEET NUMBER A � U STEEL FENCE 2 CURB AND GUTTER C2.5 5( cdo: 1/2"= 1'-O" c C1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP �S\pNAL EN�i �G\STERN. 'LF� O � GRADING NOTES STORM DRAIN NOTES GRADING LEGEND CALLOUT LEGEND 5 3 w I. BENCHMARK: (BRASS GAP NEAR W CARLTON AVE) VERIFY WITH EXISTING I. PROVIDE METALLIC LINED PLASTIC UNDERGROUND WARNING TAPE AT ALL 1040' y � /7/202 PLO CONDITIONS. VERTICAL DATUM = 2602.52. PIPE LOCATIONS. PROPOSED CONTOUR O PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AND �j F OF \4 EXISTING GRADES. O� 2. CONTOUR INTERVAL EQUALS ONE FOOT (I'-0'7, 2. ALL POTABLE/NONPOTABLE WATER PIPING MUST COMPLY WITH CITY OF - - - -1050- EXISTING CONTOUR 4/V/0 M �, 0 3. ADD 2500' TO ALL SPOT ELEVATIONS. MERIDIAN, I5PWG, AND IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY o 4. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS NOTED ON THIS PLAN REQUIREMENTS. THE HORIZONTAL SEPARATION OF NON-POTABLE ♦ TIC 1t32.7s± SPOT ELEVATION Z AND NOTIFY THE DE516N PROFESSIONAL WHEN ELEVATIONS DO NOT MATCH SERVICES AND POTABLE WATER 5ERVIGE5 OR POTABLE WATER MAINS •�BC 1132.26 0 PLANS. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A w L 5. ALL TEST PITS LOCATED BENEATH STRUCTURES OR UNDER PAVEMENT POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO GROSS WITH 2.55% w AREAS, SHALL BE RE-EXCAVATED, BAGKFILLED AND COMPACTED WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE FLOW DIRECTION AND GRADIENT o x Ill 0 APPROVED STRUCTURAL FILL, AS SPECIFIED. GROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 5EGTION SD DRAIN PIPE AS NOTED ON PLAN 0 n 6. COORDINATE ALL EARTHWORK OPERATIONS WITH CIVIL, MECHANICAL, AND 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS co ELEGTRIGAL ENCANEERIN6 SHEETS. (IDAPA 58.01.08) AND SECTION 450.02 OF THE WASTEWATER RULES o 0 Co 0, 7. GRADES SHOWN ARE FINISH GRADES. - GB- - - GB- - - GRADE BREAK LINE �L E -0 ton �o w (IDAPA 58.01.16). ALL CROSSINGS MUST BE WITNESSED BY A E - 8. ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM. REPRESENTATIVE OF BREGKON LAND DESIGN. a) ( o o 0 r, 0 C1. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FAGILITIES in .o 10. PROVIDE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES, CURB GUTS, EXTENTS OF SEEPAGE BED w N 0- L Z. a o N z° 2 WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS -0 o m-0 3 N a DRAINAGE SHALES, AND DRAIN INLETS. ARE IN PLACE AND FUNGTIONIN6. S ' ' S .. L c3 11. ALL FINISH GRADES IN EXGES5 OF 2:1 SLOPE SHALL BE ARMORED WITH 4. ALL PIPE AND PIPE JOINTS SHALL MEET AA5HTO M-2G4, TYPE S PIPE 3 � a C0D 10 0 N RIP-RAP, 4"-12" DIAMETER ROCK. REQUIREMENTS. _ _ 10 K 12. CONTOURS AND LABELED SLOPES ARE TO CONVEY GENERAL GRADING 5. EXGAVATE SEEPAGE BEDS A MIN. OF 12" INTO FREE DRAINING MATERIAL. Z CONCEPT. SPOT ELEVATIONS TAKE PRECEDENCE. 6. DRAIN ROCK SHALL BE 1.5"-2" GLEAN ANGULAR WASHED DRAIN ROCK. RE RIM ELEVATION 13. ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT (Iy) 7. THE SIZE OF THE DRAINAGE AREA SHALL BE ENLARGED IF GROUND IE INVERT ELEVATION o GROSS SLOPE UNLESS OTHERWISE NOTED. HATER IS ENCOUNTERED ABOVE THE BOTTOM OF THE DRAINAGE BED. IF 14. THE BOTTOM BASIN LEVEL OF ALL DRAINAGE SHALES SHALL BE FLAT THIS SITUATION OGGUR5, CONTACT THE DE516N PROFESSIONAL AND SMOOTH UNLESS NOTED OTHERWISE. IMMEDIATELY FOR NEW SEEPAGE BED SIZING. ME MATCH EXISTING ELEVATION , 15. ALL CHANGES REQUIRE APPROVAL BY THE DE516N PROFESSIONAL AND 8. ALL DRAINAGE FACILITIES MUST BE INSPECTED BY BRECKON LAND THE APPROVING AGENGIES. DESIGN DURING INSTALLATION TO ENSURE SYSTEM CERTIFICATION BY FG FINISH GRADE ELEVATION 16. CONTRACTOR SHALL REFER TO SPEGIFIGATIONS AND DETAILS FOR DE516N PROFESSIONAL. 24 HOURS NOTICE REQUIRED. SYSTEM MUST BE ADDITIONAL REQUIREMENTS. CERTIFIED BY THE DESIGN PROFESSIONAL IN ORDER TO ACHIEVE TA TOP OF ASPHALT ELEVATION 17. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGN PERMANENT OCCUPANCY PERMIT. o PROFESSIONAL. C1. LOCATE SUBSURFACE STORM WATER DISPOSAL FAGILITIES AT LEAST 25 roc TOP OF CONCRETE ELEVATION FEET FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO TC/BC J CATCH BASINS OR SAND AND GREASE VAULTS. TOP OF GURB/BOTTOM OF CURB Z 0 0 LG LIP OF GUTTER ' o HP HIGH POINT W 10 BM BENCHMARK 0 W z TYPE 1,CB#1 RE CATCH BASIN - ISPWG TYPE IV, Copyright©2025 Z N SEE DETAIL 4/5D5.5 All rights reserved Reproduction or use in any form 0 H E or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. 1000 GAL S&G#1 1000 GAL. SAND AND GREASE w RE TRAP, BY AMCOR PRECAST, o s2 IEEINN- SEE DETAIL 3/SD5.5 12" IE OUT- o w z W 0 Q z w a "� t J o o\ I 10 W LL o Q 1 SEEPAGE BED I I W UJ w Dj TOP OF BED ELEVATION= t2596.30 I I W o W TOP OF SAND ELEVATION= 2588.50 \ BOTTOM OF SAND ELEVATION= 2587.00 a r o o GROUNDWATER= 11' B.G.S. ■ \ / v U 2598 STORAGE VOLUME REQUIRED= 2,434 C.F. / w N SEEPAGE BED VOLUME REQUIRED (40% VOIDS)= 6,085 C.F. Cf) a SEEPAGE BE VOLUME PROVIDED= 6,100 C.F. O ^ o N I �� DESIGN INFILTRATION= 8.0 IN/HR. o C///�/\ v J w r/ / Q / a N ` \ x F - - - UT- - - - UT- - - - UT- - - - UT- - - O1 - UT- - - - UT- - - - UT- - X_X_X X-XT-X--X-X-X-X-X- ` a 1 -6 - U P I IR IR IRCD X x-x-x-x-x-x-Y-Y- O O 7■' - - - - - FG 98.74 - - - - FG_99.04 IR IR IR 2 FG 98.454[ICR IR IR - - x x x-x� �W X Fl� - FG 98.72 --- �� - - - x Yry.�1 J �_ - - - - - - - 2 - - - - FGFG 97.57 I �J TC 98.21 M D5. 1 " W �� 1 I I W I dS 1 1 LG 97.99 97.93 0 CIO °' r� LG 97.76 I Z � I OC 0 E U I \ \ 50 L.F. 12"ADS PERF X� \ PIPE 0% SLOPE0 Cr W Z a III 5 z m I i\ TC 98.05 1 1n7 X_ _ � W L o I \ \ 4 TYPE IV,CB#2B if o r� x TYPE IV,CB#2A 4 X X X O j \ \ D5. RE 97.69 0 a TC 97.52 RE 97.11 I o W W N26 55044: 94.69 (SE) LG 97.84 - 12" IE OUT: 94.11 (SW) D5' I e \ N 6055.20 LU I EQ28073.09 E 8100.76 6 CFS LG 97.35 Q \ \ Q100 = 0.65 CFS a z X II � I d�, oQ/ � o D I \ \ - - - - - - - - - - TC 97.9J 2� TC 97.36 I QLJ 11 L.F. 12"SD PIPE 11 L.F. 12"SD PIPE - - - �- ® 7.3% SLOPE ® 2.0% SLOPE ME 95.75± H � 2598 w TC 98.55 w � 1 �o z FH TC 97.52 TC 98.21 HP 98.21 TC 95.99 Ch >.w�w tea- ---� _ME 96.93± - $ ' H a W~U.Z F I TC 98.93 �� ME 96.80± H p -X-X-X-X-X-X X �, y W 0 0 7 J O Q II owe° W8 - ��� ZW�LL��F_ ii � LG 98.76 --------------_�� - LG 98.38 -�j' LG 97.35 FG 98.20 - I --� �- - - - - - - °�° LG 98.04 m 2S9j �� H w t2 w? cr) U a �� LG95.80 ac�4Mww OO/l m>3>QGm o - \� o S ti 8„SS ° 8„SS- 2598��. 9 _ ICti �S9 �� �� �� No azz 1.12% J4�0 Dw -\ ME 98.96± ME 98.81± ME 98.45± - 8 SS= p S 5 S �/ fir/ J Z w _ LL W 2597 O �- --� 0 1 �-2599�___ � J - S O � U_� = P �2596 0 �j _ 1 O - - ME 98.68± I �/ ME 97.97± W CAM E LIA AVE. O \,\\ 0 3 1000 GAL S&G TRAP \J�J O 1 ME 95.68± - REVISIONS Q 0 +� m Mo M No. Date Description Q _X 2598- N D5, RE 97.56 j o / � o O S S # # # U �X-X-X- - OP / rLn X 12" IE IN: 93.89 E U� v X-X-x x � \ / 12" IE IN: 93.89 (W) o / - 2�9g = S OC I tic 0 W W a # # # a N 6055.69 �J� S I # W 0 # #E 8073.17 S S S I (!) C_ d J / PROJECT NO.: B - - C 24035 0 coo) cn DRAWN BY: Cf) EB 0- CHECKED BY: All JB Q I DATE: 0 5/7/2025 T GRADING & DRAINAGE PLAN BM SHEET NUMBER O N 20 0 20 40 60 G ■ o' SCALE: I"= 20'-0" C3.1 cr 0 1 2 3 4 5 6 7 8 9 10 1 11 12 13 1 14 1 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP �S�pNAL EN�i �G\STERN. 'LF� O � 3 U W y ��5/7/2025�0 w O TF OF N G Z /p M 0 z z 0 w L w _F y 0O ,O O C] C U C L z 7[ C r j� 2 ^ O 0 CO orLE DLO 3o w C CD CD— w 9 C Cd UOc m C") 0 LU W rn oL a � coN o 0 — o rn CL m O Z 'j C O [0.m C 2� N C -0p Z U J W CJ J L CD (LO O • • • • • • 3 W a co CD N w K z w 0 W m w Q z 0 Q m 0 Q J MONITORING WELL PER KEYNOTE 4 18" z 0 U O ' z z z z N N w TOP OF GRAVEL 8'-6"01 oo o o�„ o of of of O O O OHO o 0 0 0 0 0 0 0 0 0 0 0 O O O o 0 0 0 0 0 0 0 0 0 0 0 0 •• OHO MANHOLE FRAME AND 2' 4'-6" 2' o �b y� y� y��b�b PERFORATED 18 PIPE �� COVER PER IDAHO PUBLIC Lu 0 Q�0 Q�0 Q�0 Q�0 Q�0 0 Q0(Q]0(Q]0 QQQO O WORKS STDS. (TYP) TO SEEPAGE BED z 0M-rb' Lu o o o 00NOX b�b�b •• ° - Copyright rt� rt� rc� rt� o rc� r5� rs� rs� rs� rs� rs7 r5� r5] r5� r5� rc� rrSt�� INLET PIPE (SEE PLAN Co ri ht C 2025 z OSP.OSROSROSp.OSROSROSROSROSROSROSP,OS�,OS�,O oDDDDDOSROSP,OSP,DSP,DSO,OSROSROSROSP,OSP.OSp.OSp.OSp.OSp.OSROSROSROSP,OSP,OSROSROS�,OS�,O •• Oy�D All rights reserved. Reproduction or use in any form o 0 O O b b b bb �b�b�b b b 'V 0 0 b b b b b b b b � ��������� � � b b b�b�b�b�b�b�b�b b b � •• o�b FOR ORIENTATION) I or by any means without written permission c H O w(/) b�py spy py py spy spy �j �j O w(/) �j �p �p �j �j �j �j �j �j �j �j �j �py py Ny spy spy spy �j �j �j •• JD Breckon Land Design,Inc.is unlawful and subject to 0 W m Z O�py �pyb�b�b�b�b�b�jb�jb�jb�jb�jb w m Z Qo�O� �b�b�jb�jb�jb�jb�jb�jb�jb�jb�jb�jb �py �py �pyb�py �b�b�b�b�b�jb�jb�jb�jb�jb�jb •• ° criminal prosecution. w Q w O W b b b b b b b b b b b b Q w O W b b b b b b b b b b b b b b b b b b b b b b b b b b b b •• N w 0 W J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tY L� J 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 Q •• TOP VIEW o U w o 0 0�0�0�0�j 0�j 0�j 0�j 0�j 0�j 0�j 0�j 0 o U w o�0�j 0�j 0�j 0�j 0�j 0�j 0�j 0 0�j 0�y 0�j 0�j 0 oIN—, 0�0�0�j 0�j 0�j 0�j 0�j 0�j 0�j 0�j 0�j 0 •• o o Z Z d W b b b b b b b$$���b$$��__b$$��__b$$��b Z Z d d b b b b b$�b$�_b$�_b$ $�b$ b$ b$ b $� $�_$�_$ •• $� r� o O= ° � � � � � � � �b�jW�jW�jW O= ° bWWWWW �b�jW�jW�j� '' ° W v ' z 0 w ° � ���b��b��b��b��b��b��b��b�W��W��W� pg w °��b��b��b��b��b��b�W��W��W��W��W� � � � � � ���b��b��b��b��b��b��b��b�W��W��W� •• ° a OO ° � � � � tbtbtbtbtbtbtbtbtb OO ° tbtbtbtbtbtbtbtbtbtbrbrbrb � � � � � � � tbtbtbtbtbtbtbtbtb •• oo MANHOLE FRAME ANDLu Ld 0 0 0 0 0 0 0 0 o O O O O O o 0 0 0 o O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 o O O O O O o 0 COVER PER IDAHO PUBLIC z _ ° ° ° y0 WORKS STANDARDS. (TYP) - W b4� b >b�b �b b tj_cC)�•�b !Y bi <���9—b t9_c 4j_d)�.dy4�b b9.ct b�� b4.c b<>b�b �b bb�b•�b • b r71� a w BOTTOM OF GRAVEL w .. 8'-6" �n Z GRADE ADJUSTING RINGS �^ � o G •• cn vJ 0 •• w_ a0 a0 •• ° a BOTTOM OF SAND LIJ = 00 Q tt r� - - - - - - - - - - - - - - - - - - __ _ ` W WIDTH PER PLANS LENGTH PER PLANS l INLET PIPE W 24 3" W o MINIMUM HIGH GROUNDWATER — OUTLET TO W W Ln SECTION LEVEL, FIELD VERIFY PROFILE 3 M V WEIR ELEVATION SEEPAGE BED `' J ' R W V w NOTE: 1 0 CD � SEEPAGE BED ° I. REFER TO ACHO SECTION 8200 5TORMWATER DE516N GUIDELINES BMP 20 FOR10 F a 1 NT5 ADDITIONAL REQUIREMENTS. IN GASES OF CONFLICT, BMP 20 WILL GOVERN. ;, T 0 w O 3'-4 1/8' 3 -6 5/8 V, 1 Z = V, y SIDE VIEW Q 8'-0" 0 3: NOTES J Z 12" 8" 12" I. 1000 GALLON PRECAST CONCRETE BOX USE FABRIGATIOR5 5TARDARD M Q C)SIZE AS MANUFACTURED BY AMCOR PRECAST. w \� 2. INV. IN. > WEIR ELEV. BY I" MIN. UNLESS OTHERWISE INDICATED ON PLANS. 5 _ Q �- • ' •• -.-'• a, 3. INV. OUT < WEIR ELEV. BY 3" MIN. UNLESS OTHERWISE INDICATED ON PLANS. ELL z• - CAP •12 06 E v DRAINAGE AREA 2 1000 GALLON SAND # DRAINAGE AREA #1 SECTION 3 s°°le. 1�4 - o W TOTAL S Q: 34,562 sq.ft. CONCRETE COLLAR TRAFFIC AREAS AND GREASE TRAP C� TOTAL SQ. 2,633 sq.ft. PLAN VIEW W TOTAL A C: 0.7 8 TOTAL A C: 0.06 LOCKABLE WELL COVER, 8 DIAMETER O Impervious: 6231 sq.ft. Im Impervious: 2,633 sq.ft. COVER AND CANISTER.HATER T16HT STEEL = Q P q � w Ac: .14 Ac: .06 FINISHED GRADE. Q U Pervious: 28,331 sq.ft. Pervious: 0 sq.ft. III III :• PVG GAP, 6ASKETED (WATERTIGHT). III=III=III=ITI I5PWG TYPE 11 GRATE A I Q A c: .65 A c: 0 -IIIIIIIII—III 1=�l�l 1=ITI=� 1— C III —III FRAME III III—III- CONCRETE (COLLAR), GLASS 3000 III—II =III=III= (ISPWG SECTION 703) —II =III= 3" #4 BARS OR STUDS z 25a I IIIII IIIII " MINUS CRUSHED AGGREGATE FOR - rn -III III- or �W�W 7 � o w 1=1I =1I BASE (ISPWG SECTION 802) OR 30" oo �5 0 0 o x o UJ U' L Q � O MATERIAL REQUIRED FOR STORM `� ' y LL W~LL Z H —_ — — x Cif : DRAINAGE FACILITY (LE DRAIN ROCK, �\� � � w ca a o o no g LU ' h° I — — — — FILTER SAND). �� " to Z o U.4�� U o �V� x m L PVG PIPE, 4" DIAMETER ASTM 0-3034 � °N°o°a n z CIA SDR 35 28 a o x 'W 00 36" a z>.W � X Z Z 2 - STAINLESS STEEL HOSE CLAMPS PLAN VIEW A " 0 IL Ili \ o 0° a AT 3" SPACING. SECURE GEOTEXTILE C14 REVISIONS `�`) x I \\ 000 IN PLACE. 2 _4 LL l L — L- — — 44 i No. Date Description 112598 o = O FILTER SAND (ISPWG SECTION 80U ISPWG TYPE I I GRATE Q N 1" # # # ----_} — — s s9�� m N r•• PERFORATED PVG PIPE, ASTM 0-3035 FRAMES # # # w ' # # # p o � SDR 35 WITH 6 -9" HOLES AT 3" ON C- --2597 0 ,. C) � — � W - r•• CENTER. ANCHOR BOLT w PROJECT NO.:IM O ••" DRAINAGE 6EOTEXTILE, TYPE I (ISPWG BIrS 2'gJ 1 .. SECTION 2060) 2-3" #4 BARS `•t 24035 I Q DRAWN BY: II •, PVC GAP, SOLVENT WELDED OR 12" PIPE EB TDRAINAGE BASIN MAP GASKETED (WATERTIGHT) CHECKED BY: N 50 0 50 100 150 NOTES: 12 iv 12" SUMP ONLY AC, JB Q L, ■ I. WELLS ARE FOR OBSERVATION OF GROUNDWATER LEVEL NEAR STORM DRAINAGE AS SPECIFIED DATE: o SCALE: I"= 50'-0 FACILITIES. SECTION A-A 5/7/2025 � 2. LOCATION OF GROUND OBSERVATION WELLS SHALL BE APPROVED BY CITY O CIA ENGINEER. MONITORING AND OBSERVATION CATCH BASIN SHEET NUMBER 4 A � 2 WELL SECTION scale: 2 = -o 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 pNAL EN0/ �G\STER 'I'F` W W W W EXI5TIN6 1211 WATER MAIN FO F13 We" 8" WATER MAIN 3 5/ W W611 6" WATER LINEATE O QQ�o�� p GO z c FIRE HYDRANT �/ M 0 �\ L Z W W v z o co WATER TEE L O N dj 0) �.p 6? co c o`O N v W N H o 0 2 WATER VALVE 0 o 00 H Q L o w q r i,q z +`� CL) _ �o z o �U .� c rn a E p f76� LL1 M Z CA �+ �+ sT n CO N C LO W > > ..'.LWL /� a�i .� aa)i cod 0, �,0 N> N z M z z N SINGLE WATER METER SERVICE m -0 � n r z 2 Q Z U + - - Z Z L-o Erna ° co ro W CD W Q f1 CO > C f1 C� U C C W -C (n fn fn Roo X U) H � _ - � Z n rn Z 'CM m 0 m � o] � u._ 2600 w cn cn it rb 00 O + � �� 51NOLE WATER METER d SERVICE w (n I _r a � o N z a QM. N > � 0 m 3 X o (D_ a _ UJW C7— J 3 rpL CD 0 Z W (n (n fY aD X (n ~ • • • • • • 3 W Cl- cD C7 N w EXI5TIN6 5EWER LINE . _ • • z 25G5 8"S3 PROPOSED 8" SEWER MAIN W m O SANITARY 5EWER MANHOLE , 25Q0 232.14 LF OF 8"PVC @ 0.60% PROPOSED SEWER SERVICE LINE 0 141 L a F(C-C)OF 8"PVC @ 0.53% J GRAVITY IRR16ATION PIPE o Q J 25e) J 0 CALLOUT LEGEND 0 Lntn u�� �t� ryN —p z U') � O CONNECT 5" WATER MAIN TO EXISTING WATER MAIN IN 4TH STREET. N NN NN NN N ryN ryry ryN 'I O 10 INSTALL 8" WATER VALVE. -0+20 0+00 I+00 2+00 3+00 4+00 CONNECT 8" SEWER MAIN TO EXISTING SEWER MAIN AND MANHOLE. w O COORDINATE WITH CITY OF MERIDIAN. FIELD VERIFY EXACT INVERT Copyright©2025 M ELEVATION AND LOCATION. CONTACT BREGKON LAND DESIGN IF ANY All rights reserved. Reproduction or use in any form w H DISCREPANCIES. or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 INSTALL 8" PVG WATER MAIN AT 015TANGE NOTED.G criminal prosecution. w T SANITARY SEWER PROFILE OINSTALL 8" PVG SEWER MAIN AT DISTANCE AND SLOPE NOTED. SEWER PIP 5 SHALL BE BALL AND 5P160T, PVG, 5OR 35 MEETING A5TM 5054 AND 10 N 30 O 30 60 GO DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. z10 y SCALE: I"= 30'-0" O INSTALL FIRE HYDRANT 8 6" VALVE PER CITY OF MERIDIAN STANDARD W DRAWING W8. z OINSTALL SANITARY 5EWER MANHOLE AT TERMINATION OF 5EWER MAIN LINE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL ^ 0 (� SPECIFICATIONS. 00 w OMAINTAIN IB" VERTICAL SEPARATION BETWEEN POTABLE/NON-POTABLE LINES Q N PER GIN OF MERIDIAN WATER NOTES 18 2, SHEET 501.1. W w 0 OINSTALL I" WATER SERVICE LINE AND SINGLE J" WATER METER PER CITY OF MERIDIAN 2013 SUPPLEMENTAL SPECIFICATIONS 50-WI. 7 W CO L 10 INSTALL I" WATER SERVICE LINE AND DOUBLE J" WATER METER PER CITY OF M Q MERIDIAN 2013 SUPPLEMENTAL SPECIFICATIONS, 50-W3. 0 ()0 o V J " 0 11 INSTALL 4" SANITARY SEWER SERVICE AT 2% MINIMUM SLOPE PER r n 10 F STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF MERIDIAN CD Q r SUPPLEMENTAL SPECIFICATIONS. CD T c 12 INSTALL 8" x 6" REDUGIN6 q 0 0° BEND. 04 J Z -A Q J 0 � -A 0 a I o �S �x Q- - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - — UT or w �x I 5 Z x� o w G - U P _ — IR — _ _ _ IR _ _ _ IR IR x IR x—x IR IR IR IR R IR x—x�—X—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x— x_x W O ILO = c� X -- ----------- X X W �J I� I p Q 1c, II A I = � o �� I I I I I � OI N cot V1 x a00'W= pw Z I III x—X—x X e P. yW O O0M X O l A o Z N �' z_W0:U. x 'q- �I 17+ s Nn4zz5 �i W W ��! — m0a">aom C _ Il I -9_ 5. u O X I 1 OR cn F II L_ - - - - - - - — — — — — — _ _ _ _ ® REVISIONS co I — 11 — — 11 — — — 9 — — — — — — L oQ/ I No. Date Description LL — — — — — — — — — — — — — 6 W 394 LF 8" PIPE W oe # # # N Il 1 H, II M # # # w 12 W - - do do oP- oP- oP —x— —x— —x— x 2 # # # \ ------- -- _ PROJECT NO.: O ----- L - - - - —I- - - — — — — - - 11 +00 8 8 B UP rl&�0 BI/SS 1+00 1 F o — R I � I� 8 SS 2+00 G 3 77 24035 SS 8 $$ 1/ G g�, +00 8 DRAWN BY: 7 232 LF 8" PIPE 8 s$ G -0 ® 0.6% SLOPE 5 S S S S 8"PVC CS C� _`/�, W W EB L oP\ O SSMH-1 EXMH-2 W. CAM ELIA AVE. CHECKED BY: 3 EXMH-1 �v AC, JB Q � � DATE: \gyp I O S S S S o —X—x_x_x—x—x op /� rx—x—x—x x —x—x—x—x 5/7/2025 �- \ i 0 �_ n rt n nr n nr O c� A T UTILITY PLAN SHEET NUMBER N 20 0 20 40 60 o' SCALE: I"= 20'-0" C5.1 c 0 -I' 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 S,oNAL IRRIGATION CONSTRUCTION NOTES �C,\STERF0 13 F3 I. GONTRAGTOR TO VERIFY LOGATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY LEGEND � DEMOLITION OR GON5TRUGTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES 3 SHALL BE GONTRAGTOR'S RESPONSIBILITY. WATER SU 6qA 35 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, PROPERTY LINE �j /7/2025 O AND ELEGTRIGAL ENGINEERING SHEETS. RIGHT OF WAY LINE 3. GONTRAGTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND TF OF INSTALL BOX LID PER AGHD 2017 SLEEVES UNDER HARD SURFAGES WITH RESPEGTIVE GONTRAGTORS. G R R EXISTING GRAVITY N� G z 5UPPLIMENTAL5PEGIFICATION5 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION GONTRAGT. IRRIGATION DRAIN PIPE 0 M STANDARD DRAWING 50-61q APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD 12" ADS GRAVITY 0 VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED AND IRRIGATION PIPE 0 MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. PVC, PRESSURE w IRRIGATION PIPE a L STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM 15 GOMPLETE. ALL _ _ _ _ _ _ _ _ A _ TA' SLEEVES SHALL EXTEND A MINIMUM OF IS" BEYOND BAGK OF CURB OR EDGE OF - - - - - - - - IRRIGATION DRAIN PIPE 6 M oIO aQi 0 _ 2 PAVEMENT. PROVIDE GOMPAGTED BAGKFILL AS NEGE55ARY AT HARD 5URFAGE CIB GONGRETE IRRIGATION o r 0 Y z 1 .5 2 LOCATIONS. DIVERSION BOX = 2.25 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR PRECAST CONCRETE 6RAVITI co lD 0 00 IRRIGATION MANHOLE L E S to n � o z THIS WORK. ° o E.� � �r z 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. VERIFY RRIGATION DNVER510N BOXn a cn E o E:' E coo CID 0 r TYPE OF METER AND INSTALLATION REQUIREMENTS WITH MUNIGIPALITY OR WATER a c) v : E co 0 5' DISTRICT. w ui.2 L w wo N z° ° 7. ALL ELEGTRI GAL WORK TO MEET OR EXGEED N.E.G., STATE CODES, LOCAL CODES, ACRONYM LEGEND � 3 N 0 �a AND MANUFACTURER'S RECOMMENDATIONS. v w L co ° s . . . . . . 3ww CDC7 N 8. GONTRAGTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT RIM RIM ELEVATION - _ 10 K TO THE 5URFAGE AS A RESULT OF TRENGHIN6 OPERATIONS. SUBMERGED ORIFICE INVERT q. CONTRACTOR SHALL REFER TO 5PEGIFIGATION5 AND DETAIL DRAWINGS FOR Ilvv INVERT ELEVATION ID ADDITIONAL REQUIREMENTS. 0 PROPERTY LINE PLAN VIEW SECTION A-A' 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND NAMPA & MERIDIAN ORD I NANGES. 11. IRRIGATION GONTRAGTOR SHALL PROVIDE A COMPLETE A5-BUILT DRAWING ON LOCATION IRRIGATION BOX #1 DETAIL w MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO IRRIGATION DISTRICT NOTE 2FINAL PAYMENT. 5�ale: I" = 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN o EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS AGGEPTANGE; I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL REPAIR OR REPLACEMENT OF ANY DEFEGT5 OGGURRING WITHIN THAT YEAR SHALL INSPEGT ALL GRAVITY IRRIGATION UNLESS A - BE FREE OF EXPENSE TO THE OWNER. PROPERLY EXECUTED AGREEMENT FOR IN5PEGTION INSTALL BOX LID PER AGHD 2017 13. AS PART OF THI5 GONTRAGT, PERFORM AT NO EXTRA 605T WINTERIZATION AND AND MAINTENANCE IS IN EFFECT PRIOR TO THE J SUPPLIMENTALSPEGIFIGATIONS SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. PRE-GON5TRUGTION MEETING. FORTY-EIGHT (48) 6' FENCE AT STANDARD DRAWING SD-blq 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFEGT5 OF THE QUALITY HOURS ADVANCE NOTICE IS REQUIRED. 0 14 SLIDE GATE AND PERFORMANGE 5PEGIFIED, AND SHALL MEET THE REQUIREMENT5 OF THI5 0 PROPERTY LINE 12" OPENING SIZED FOR 12" AD5 PIPE tt SYSTEM. USE MATERIALS AS 5PEGIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED 2. REFER TO NAMPA 8 MERIDIAN IRRIGATION DISTRICT F_ SLOTS FOR GHEGK BOARDS WITHOUT PRIOR WRITTEN PERM155ION OF THE OWNER. "PRESSURE URBAN IRRIGATION 5PEGIFICATION5" FOR ' z w I T 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE 5GHEMATIG IN NATURE. ADDITIONAL INFORMATION AND REQUIREMENT5. w TOP OF BANK 5'±WID 2' „ I I FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS 12 OPENING SIZED , , GRAVITY IRRIGATION 10 g' FOR 12 ADS PIPE PRIOR TO GON5TRUGTION AND PROVIDE NEGE55ARY ADJUSTMENTS. w I I I I 16. ALL MAIN LINE FITTIN65 SHALL BE LEEMGO DUGTILE IRON PUSH ON TYPE UNLE55 NOTED FOR LATERAL 5ERVIGE. z NE I OHBORI NCB I I 17. IRRIGATION GONTRAGTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM CALLOUT I I Copyright©2025 PROPERTY LOT 11, BLOGK 2 I I REMAINS OPERABLE DURING GON5TRUGTION. Z 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY All rights reservedmean Reproduction or uses any for 2 o or by any means without written permission of H REGTIFIED. DAMAGED ELEMENTS SHALL BE REPLAGED WITH NEW PRODUCTS OF PREGA5T 48" GONGRETE IRRIGATION MANHOLE WITH Breckon Land Design,Inc.is unlawful and subject to 0 EQUAL OR GREATER VALUE BY THE IRRIGATION GONTRAGTOR, AT NO EXPENSE TO IM# LID PER I5PWG 5D-612 OR APPROVED EQUAL. criminal prosecution. W `•' PRESSURE A A 3.33, j j THE OWNER. GON5TRUGT GONGRETE IRRIGATION BOX PER a IRRIGATION --- ---- I I Iq. GONTRAGTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING BX1 DETAIL 2 ON THIS SHEET. I I OPERATIONS TO ENSURE HEAD TO HEAD GOVERA6E AND TO BE FLUSH WITH NEW +I ---- I I FINISH GRADES. ED CONSTRUCT CONCRETE IRRIGATION BOX PER z3.83' __ ____ 20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL GONTAMINATION DURING DETAIL 3 ON THIS SHEET. 12" USER i THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. INSTALL 12" ADS GRAVITY IRRIGATION PIPE. o i 21. IN THE EVENT OF A DI5GREPANCY, IMMEDIATELY NOTIFY THE DESIGN GP1 LENGTH AND SLOPE AS LISTED ON PLANS. z GRAVITY I I PROFESSIONAL. IRRIGATION ---- 3.00 _ 4.00 BOTTOM OF DITCH I I 1 CEG CONNECT TO EXISTING GRAVITY IRRIGATION PER / w G i i ISPWG 602.3.4. MATGH INVERT OF EXISTING SYSTEM. U♦] < 0 ___ & 10' ---- i I - INSTALL SUBMERGED ORIFICE. ^ s I I SO SIZE PER PLAN. N I__L .40 3.00 w I I i ---- 0 o 0 10' UTILITY co O EASEMENT CO W O � - o NOTE: APPLIGABLE TO LOTS I0-I4, BLOGK 2 12" OPENING SIZED FOR 12" ADS PIPE SUBMERGED ORIFICE INVERT F PLAN VIEW SECTION A-A' ox Q > SOUTH DITCH EXHIBIT CD _ IRRIGATION BOX #2 DETAIL � .. (� - 1 Scale: I" = 5' °, 3I' O J W E \ CEG v G BX2 RIM: 2599.00 W o \ INV (W & N): 2594.20 I W > z w - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - - - UT- - Q O 1.15% 27' GP1 X GP1 13' 1.57% x- x-x-x �� x-x x X-x-x-x-X-x-x- - - - - rn - - -IR - - - - R - _ IR IR IR IR IR IR x x x x x-x-x-x-x-x-J-x-x IR IR I 1 r 1 0 I v o x � - I-- -- -- � BX2 i I x 2 L ' IM2 RIM: 2598.68 X I B BX2 INV (W& N): 2594.40 I i IM1 RIM: 2598.75 O � i I INV (S & E): 2594.71 Q x rn I I A. z I I I �po a�ox W ry x� T yW Od'0�~ C . LL(D - O ZW�4o�X�X- c� X V�Yd' nQQd'W W0 m >400 199% 7T P Nc 4nz5 a 7wLUJ0x z�wU W _ SO (N) 5.00" x 5.00" oe I O Uy i I / REVISIONS o X R No. Date Description ILL � i I � I Q BX2 RIM: 2599.25 L - _J ® - - - - - - - - - - - - - - - - - - J e/ I # # # Q � INV (N, E &W): 2596.18 - - - - - - - - - - - - - - - - - - - - - - - - - � - # # #- - - - - - - - - - W - - - - - - - - - - -a CIO BX2 RIM: 2599.25 W \ # # # INV (N, E &W): 2596.18 do do cr'- -oP oP -x- -x- -x-x x- PROJECT NO.: O o I I W8 24035 � ----------- GP1 9' 0.32% Will Ir B ® - - - --- - - - - J DRAWN BY: o g"$$ 8„$$ C .. G EB 0- - - - - - - - - - - - - - 8 $$ 8 $$ 8"$$ S S S S G G CHECKED BY: a) - CEG - C All JB x RIM: 2599.25 BX1 $ DATE: o xx INV (N & S): 2596.35-X 5/7/2025 oP CIA INV (W): 2596.45 rx_x OP x-x-x-x x -x-x-x-x O o \ o__ o SHEET NUMBER A T GRAVITY IRRIGATION PLAN C7.1 o, N 20 0 20 40 60 SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP �S�pNAL EN�i PRESSURIZED IRRIGATION NOTES IRRIGATION CONSTRUCTION NOTES CALLOUT LEGEND �G\STEco)013 4" PVG PRESSURE IRRIGATION LINE. LENGTH PER I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) I. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF 1 PLANS 3 INCHES WIDE, METALLIC IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. INSTALL SERVICE STUB PER DETAIL 1/5G3.5. SIZE AS y � /7/2025�0 BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (IS) INCHES ABOVE 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, O " UNLE55 OTHERWISE NOTED �� TF OFTHE Gp� 2. LABEL TOP ALL RRI&ATION RISERS AND FAUCETS WITH DURABLE TAC75 GARRYING 3. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND O 0��0 M . Z THE WARNING DANGER-UNSAFE WATER(OR EQUIVALENT). SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. $ INSTALL END GAP FOR FUTURE CONNECTION o 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING DANGER-UNSAFE WATER 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. CONNECT TO EXISTING PRESSURE IRRIGATION LINE IN o OR NON-POTABLE WATER, AND LOCATE THEM A MINIMUM OF TEN (10) FEET OUTSIDE APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. G THIS LOCATION L OF THE PUBLIC RIGHT-OF-WAY. FIELD VERIFY LOCATION. ALL EN05 OF SLEEVES SHALL BE TAPED OR GAPPED 4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAINS SHALL BE A MINIMUM AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. INSTALL TEE (FL6XFL6XFL6), GATE VALVE (FL6XMJ), M = OF TEN (10) FEET. WHERE IT IS NECESSARY FOR SEWER (SANITARY SEWER, STORM STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. O o o N AND THRUST BLOCK. SIZE AS INDICATED. C r Z DRAIN AND IRRIGATION) AND WATER LINES TO GRO55 EACH OTHER, AND THE ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE ci .s N cn^ LL OF PAVEMENT. PROVIDE COMPACTED BAGKFILL AS NECESSARY AT HARD o - � o ° SEWER LINE IS LESS THAN EIGHTEEN (18) INCHES BELOW OR ABOVE WATER MAIN, O AIR RELEASE VALVE. SEE DETAIL 3/SG3.5. SURFACE LOCATIONS. L E _ -0 CU to �o w THE SEWER LINE SHALL BE GLASS 200 ASTM D-2241 PVG PIPE WITH WATER-TIGHT °� F.� _ C L Z 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED L o o C0 N Q JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANGE OF TEN (10) FEET ON BOTH q0 DEG. ELBOW WITH CONCRETE THRUST BLOCK PER a) Q cn _ _ N r FOR THIS WORK. 7 = (D °O _ ° SIDES OF WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF THE IDAHO DETAIL 2/SG3.5. C6 0 o - Co 0 RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). ONE FULL LENGTH 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. C o o z. 0- v m N Ed o VERIFY TYPE OF METER AND INSTALLATION REQUIREMENTS WITH MUNICIPALITY OR w 0.- L -0 CUOF BOTH WATER AND SEWER LINES SHALL BE CENTERED AT THE GROSSING POINT ��° � r- 3 o co I z 50 THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS POSSIBLE. IN LIEU WATER DISTRICT. v w c�s L co CD o s 7. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, IRRIGATION LEGEND 3 LL a `� o OF CONSTRUCTING OR REGONSTRUGTIN6 THE SEWER TO CONFORM TO WATER MAIN AND MANUFAGTURER5 RECOMMENDATIONS. - K STANDARDS, THE WATER LINE MAY BE SLEEVED IN GLASS 200 PVC, FORA 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT Z DISTANGE OF TEN (10) FEET ON BOTH SIDES OF THE GROSSING. TO THE SURFACE AS A RESULT OF TRENGHIN6 OPERATIONS. 5. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY CONNECTION q• CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL PRANINC75 FOR r EXISTING PRESSURE IRRIGATION o BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. ADDITIONAL REQUIREMENTS. (GALL WATER DEPARTMENT TO VERIFY THAT THE DEVICE IS APPROVED FOR USE 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ■ ■ PROPOSED PRESSURE IRRIGATION IN THE CITY) ORDINANCES. X SERVICE STUB , 6. INSTALL ALL GROSSIN65 OF THE RIGHTS-OF-WAY WITH PRESSURE IRRIGATION AT 11. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING ON A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA G-q00 MYLAR AND IN POF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO AIR RELEASE VALVE z PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT SHALL FINAL PAYMENT. INSPECT GRO55IN65 PRIOR TO BAGKFILLIN6. 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN 7. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO GRO55 A STREET, ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OGGURRIN6 WITHIN J THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. OPPOSITE SIDES OF A LOT. 13. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION ANDV Z 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS 5PRIN6 START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. o PER SQUARE INCH (PSI). 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE Z C1. THE NAMPA AND MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF w PRESSURIZED IRRIGATION UNLE55 A PROPERLY EXECUTED AGREEMENT FOR TH15 SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE w INSPECTION AND MAINTENANCE 15 IN EFFECT PRIOR TO THE PREGON5TRUGTION PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. MEETING. FORTY-EIGHT (45) HOURS ADVANCE NOTICE IS REQUIRED. 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. 'I o 10. IRRIGATION PIPE SHALL BE GASKETED PVC, ASTM-02241 GLASS 200, SDR-21 OR FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS w BETTER. PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. w II. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS 16. ALL MAIN LINE FITTINGS SHALL BE DUCTILE IRON PUSH ON TYPE MEETING NMID w AND/OR PUMP OUT STATIONS AS SHOWN ON PLANS. STANDARDS UNLE55 NOTED FOR LATERAL SERVICE. Copyright©2025 Z 12. TRENCH BAGKFILL FOR PIPELINES WITHIN THE PUBLIC, RIGHT-OF-WAY SHALL BE 17. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM All rights reserved, Reproduction or use in any form o or by any means without written permission of 2 H COMPACTED TO TYPE A REMAINS OPERABLE DURING CONSTRUCTION.BAGKFILL REQUIREMENTS PER ISPWG SECTION 306 AND Breckon Land Design,Inc.is unlawful and subject to 0 SHALL MEET ADA COUNTY HIGHWAY DISTRICT (AGHD) REQUIREMENTS. PIPES 15. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY criminal prosecution. w SHALL BE BEDDED PER ISPWG SECTION 305. RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLACED WITH NEW PRODUCTS OF w EQUAL OR GREATER VALUE BY THE IRRIGATION CONTRACTOR, AT NO EXPENSE TO o NAMPA MERIDIAN IRRIGATION THE OWNER. Iq. CONTRACTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING o OPERATIONS TO ENSURE HEAD TO HEAD COVERAGE AND TO BE FLUSH WITH NEW w DISTRICT NOTES FINISH GRADES. w 20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION 1. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED SYSTEM. Q a IRRIGATION UNLE55 A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND 21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGN I o I o G MAINTENANCE IS IN EFFECT PRIOR TO THE PREGONSTRUGTION MEETING. PROFESSIONAL. N G FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. N10 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRICT "PRESSURE URBAN IRRIGATION z SPECIFICATIONS" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. o w 10 z 4 G a co U 0 4rrx4rrx4rr rJ - -AI o M ��^^ W o Q- - - UT- - - - UT- - - - UT- - - - UT- - - - - - - UT- - UT- - - - UT- - - - UT- - - - - UT O VJ w �x 6 �n x- x- x-x X x-x-x-x-x-x-x-x- x x x x x- ~ a C J _ F 5 U P IR IR IR IR IR x-x-x-x- - - - - Lx-x W o V F 3LF 1 - - - - - - - - - - - - IR IR IR IR IR • = I Ca: _0 x I --�-----L 7 1 2 _ _ 2 2 3 x x C„ W _ 293LF 1 - - - 2 - - - - - - - - - - - - - - I I I N o O .' Ir � i I I I I I � J � Z I I ; X G W c„ I � � H I 7 w x� I z E a) II 51 _x x Q Z w � t� a z Q x-x U)I � Z w Cl)�' I Q W oW Q �� I I I I I e/ � = vJ O UJ CP I I ; U- - - - - - - -- - - - - - J - - - - - - - - - - - - - - - - -- fk� P 0? --- o Cc/�) do do tr w oP oP oP - Wall W po'W�LorY WH� 0 0 UVozOC/W Z JJ W liss O SS 8 8 /SS 8//SS Z �H S CIOa WW*OP Nn4zzo - o J o =�W. CAMELIA "E. x I JIB � OCL OP S REVISIONS s, _x-x- -x-x-x-x� x-x-x-x f oP x-x-x-x xLL v S S - S - S 000 i o W W o N#o. Da#te Description - S I # # # 0.4 co CL PROJECT NO.: O E © d 24035 B � G DRAWN BY: Ir Q EB 0- L CHECKED BY: All JB PRESSURE IRRIGATION PLAN 5/7/2025 0_1N 20 0 20 40 60 O o� SrALE: I"= 20'-0" SHEET NUMBER A 8.1 1 12 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP �S�pNAL EN�i �G\STERN. 'LF� O �13 3 U W y'G,0- F " 22P,� SOOF O w z O�� F N G /0 M . 0 z z 0 w L w F 0 W 0 0 0 U C L z <_J .O C sue.+ m 'v a) co Opp t= t�L 0 CU E 7 & --0 to � 3: O w � a c n E a) � cco 0-2 w '� JQ WCO ULD mC JC ro0 0 L EN0 -2 � � ow U) 0 - 0M Llc SO z U� LW-0 CD Fz (Lp 0 cDCD N w w 0 IqN,AUPA & M. E_RI._QIA.N IRRIGATION DISTRICT w m W Q 3' SDft 21 PVC RISER IXi1=iyD 78" ABOVE GROUND - - �� � - � �� � •- _ _ ..„. - -. (D Q 3e n 4° x b'° CINDER BLOCK {OR EQUAL) , 0 O3 4` x 3/a" SADDLE MINIMUM- F MAIN LIME MINIMUM z Q 8" x 3'- BRASS NIPPLEV 0 o 6 fi x )'a" 200 PSI POLY 38" AHOVE GROUND Z z Q 3� BRASS CURS STOP W w ROCK CHIPS NANVA MERIDIAN IRRIC.-11ATION DISTRICT 4Q J- FEMALE ADD. 3 0 I� LOCATOR WIRE 4 7 w W w 11 3• PVC PLUG 2 6 z W 1Q7 MARKER STEEL 'T' POST s Copyright©2025 Z 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 LONG SIDE SERVICE criminal prosecution. w W 001i WATER METER Q ee 80X COVER OBLITERATE AIR RELEFSE VALVEa "MODIFIED WORDS "WATER ►dElEft'., �^ TYPE A RISER 1 �" EQ PSI RTTm VJ o FORD ►Ja. K�43 CAST IRUi�!`'ti,,. ---OP EQUIVELEldT z SHORT SIDE SERVICE �+��-► 1s 12" LocKlr,� LIDSJ � W -NTS-- �r SINGLE FAMILY RESIDENT f ly G IRRIGATION DISTRICT-- — t \ j� r 0 - \ // / � 0 SHORT SIDE SERVICE STUB ` ;i�' Q N w 1 NOT TO SGALE V� ' � 4 w w_ Y F co W !AIN 1 CU. YD, DP.AIN ROCK z o cll� Cl T4 BaTTt}61 OF Vf+LI�E O �44 FOR SUPPORTCID C) V, w w f i x F o f Jfyf! ' J Z MM C- W T C- C- a) � � 4 5 AIR RELEASE VALVE � E 3 NOT TO SCALE Q � z E W WIr w I_ ` Cl Oz rn - 5 1/4" LOGKING LID WITH LIP U v z 7 I - LABELED IRRIGATION. w U o I z a ADJUSTABLE CAST IRON VALVE OfD BOX WITH SLLOTTED BASE BY w TYLER OR APPROVED EQUAL LU z BELL x BELL MEGHANIGALLY (� IY THROUGH LINE- CONNECTION, TEE - SELF-RESTRAINED, RESILIENT `� THROUGH LINE CONNECTION, CROSS USED AS TEE - F WEDGE GATE VALVE. INSTALL PER t > u I cO MANUFAGTURERS c o z w CHANGE IN LINE SIZE WI-11.1 REDUCER II � _ III RECOMMENDATIONS AND NMID �+ y W O�O�J O DIRECTION CHANGE, CI705S USED �1S ELBOW III STANDARDS. �� H Zv�WZ1In DIRLC'FION CHANGE JO° LLI30W U HZ H�CIxd' �/I DIREC-I'ION CHANGE, TEE. USED. AS ELBOW. iIIIIIIIIII � No 4zz*m>> C co DIRECTION CHANGE III JZ>-W W TI--IR000I-I LINE CONNECTION, WYE. -� O VERTICAL DIRECTION CHANGE, BEN® ANCHOR, SEE NOTL br LUW i�li REVISIONS C�) VALVE ANCHOR, SEE NOTE BELOW PVG No. Date Description _ MAINLINE # # # GONGRETE THRUST BLOCK # # # 0 cJ — 11- THRUST, DUE TO HIGH PRESSURE, ARE EXPLO T LU,. ANCORR WITH REBAR ANCHORS # # # _ VALVES AS SHOWN IN DETAIL ) O, AT VEI�TICA BENDS, ANCI IUK W a # # # -1'0 RESIST OUTWARD IIRUSTS_ ' ' . ° PROJECT NO.: O o p ^ • 24035 B c DRAWN BY: MAIN LINE ISOLATION VALVE EB THRUSTBLOCKING 4 NOT TO SCALE CHECKED BY: Q NOT TO SCALE' All JB Q DATE: 0 5/7/2025 O SHEET NUMBER z A C8.5 C) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15