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CC - Construction Drawings 'Chuk r Ridge Subdivision L-OA' .. T H E L A N D o GROUP Investment Group , Constructmion Drawings Engineer's Standard Notes: City of Meridian - Standard Notes: Benchmark Notes: Vicinity Map: 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL SEE TOPOGRAPHIC SURVEY(SHEET C1.01) FOR BENCHMARK LOCATIONS CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR REV. MARCH 2O18 THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. TBM: CENTER 1/16 CORNER SECTION 32. GENERAL CONSTRUCTION ELEV=2523.67 T 12M 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHOe, EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS HORIZONTAL&VERTICAL DATUM: W. McMILLAN ROM WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) RD MKKEE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ® ®®® FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. HIGHWAY DISTRICT (ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE ® �UJJy MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS ANDrMTr CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS o PROJECT SI TE FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH a' „ MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON N J LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. SITE AT ALL TIMES. BENCHMARK o a::4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE CONFERENCE PRIOR TO START OF WORK. AND Standard Notes: Z NOT TO SCALE O ■1 GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ACHD STANDARD CONDITIONS: 5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. CA PROTECTED. CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. O 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR W. USTICK ::0 � 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE RIGHT-OF-WAY. RD CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS CONSTRUCTION. SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE 7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. Sheet Index Sheet Index EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT WRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED,THE 2013 EDITION OF THE ISPWC PAVING. 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN SHEET SHEET WAS THE MOST-RECENTLY ADOPTED. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE NUMBER NUMBER SHEET TITLE SHEET TITLE CA8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE GENERAL WATER PLAN UJ CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. C1.00 COVER SHEET&GENERAL NOTES C5.01 POTABLE WATER PLAN 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. C1.10 EXISTING CONDITIONS PRESSURE IRRIGATION 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING OTHERWISE NOTED.THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. C1.20 PROJECT OVERVIEW C6.01 PRESSURE IRRIGATION PLAN Q 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DETAILS. C1.21 STREET LIGHTING &SIGNAGE C6.02 PRESSURE IRRIGATION DETAILS 10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. C1.22 MASS GRADING PLAN C6.03 PUMP STATION 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN 04 PUMP STATION SECTION .SWPPP PLANS C6 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE Q 11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION C150 SITE PLAN GRAVITY IRRIGATION.REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. Q INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY C1.55 DETAILS C7.01 WASTE DITCH PLAN & PROFILE � � O RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES ENGINEER. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE C1.56 WATERS OF U.S. C7.02 SUPPLY DITCH PLAN &PROFILE BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE WATER OR FILLED)ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. DETAILS C7.03 SUPPLY DITCH PLAN &PROFILE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S C2.01 TYPICAL SECTIONS LANDSCAPE PLAN CD p REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC C2.02 INTERSECTION DETAILS L1.00 LANDSCAPE AREA 1 2i _ RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN C2.03 COMMON DRIVEWAYS L1.01 LANDSCAPE AREA 2 y COST TO THE OWNER. GENERAL CONSTRUCTION NOTE N0. 1. Q ACHD ROADWAY NOTES: _ 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND C2.50 DRAINAGE DETAILS L1.50 LANDSCAPE DETAIL CU 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ERECTING AND MAINTAINING THE REQUIRED MATERIALS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ROADWAY PLAN &PROFILE FINAL PLAT Q EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. C3.01 W ACHIEVEMENT STREET - SHEET 1 = ' z CM 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE C3.02 N. KEKLIK AVENUE - SHEET 2 LO pC TRAFFIC,WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL o w LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD C3.03 W. SPRIGGEL STREET - SHEET 3 0 SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO POLICY MANUAL: C3.04 W. SPRIGGEL STREET - SHEET 4 13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE C3.05 N. ALAMEDA CREEK AVENUE FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN RULES (IDAPA 58.01.16). STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. C3.06 N. BOLD STRIPE AVENUE STANDARDS AT THE WORK SITE AT ALL TIMES. Revisions 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, C3.07 W.ACHIEVEMENT STREET MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C3.08 MCDERMOTT ROAD 1' 14. CONTRACTOR SHALL KEEP U APPROVED SET OF PLANS ON-SITE IO ALL TIMES AND RECORD AACTORSBUILT NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION,THE 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL SEWER PLAN &PROFILE INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR ( ) MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC WITHIN THE WHEEL PATH OF A LANE. C4.01 SEWER LINE A OF RECORD DRAWINGS. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). TRAVEL LANE. C4.02 SEWER LINE Al 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS C4.03 SEWER LINE Al 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A C4.04 SEWER LINE Al OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT(ACHD) INFRASTRUCTURE. STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). CRITICAL FACTOR. C4.05 SEWER LINE Al THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE C4.06 SEWER LINE B REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL CONSTRUCTION BEGINS. C4.07 SEWER LINE B SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE Dig Line, Inc. SEWER SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS //City of Meridian - Standard Notes: 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA GREATER. ll��/+ Call Before You Dig I CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2TRENCH SHALL CONFORM TO THE LATEST EDITION REV. MARCH 2O18 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, BAC FIILLSHALL BECO STRUCT D ER SECTIONS 305 ANND 306 OFT E I.S P.W. ON 300 AND SD 301. BEDDING AND 811 PRESSURIZED IRRIGATION STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION Client Owner / Developer: Project En 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. p Engineer: SZ ANAL �'INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. rjr IT IS BEING CONSTRUCTED. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA ��\ST 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER 58.01.16). INVESTMENT ANALYTICS GROUP, LLC THE LAND GROUP, INC. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION 800 W. MAIN ST, STE 1460 CONTACT: JASON DENSMER, P.E. 109 1 ENVIRONMENTAL QUALITY(DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. BOISE, ID. 83702 462 E. SHORE DR., SUITE 100 NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE s o CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL EAGLE, ID 83616 1q OF \oP� �'' E IDIAN -- DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. APPROVED FOR PH: 208.939.4041 �9SDND19S Public CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR IDAHO Vr , 4. PLACE SEWER SERVICE LINES IN A SIX(6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. CONSTRUCTION 11/03/2020 °'"r 9€4 `�k s„pl&+^+'�w 5V*:fa4o-,► CROSSES A STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). Project No.: 119192 * ROADWAY These plans and/or wi specifications have been reviewed Plans Are Accepted For Public Street i:Nl ■ for compliance with Meridian City Standards and Date of Issuance: 11.03.2020 Certification of Compliance with Design Standards: Specifications. This review does not relieve the owner, 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A engineer, or contractor of the responsibility to design Construction Project Milestone: AGENCY SUBMITTAL RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR 24 HOURS PRIOR TO ANY and/or construct those facilities in compliance with all ( ) 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITHcurrent applicable federal, state and local laws, rules, CONSTRUCTION. THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGESregulations, ordinances, development agreements, By stamping and signing the improvement plans,the Registered Engineer ensures the specifications, orders orapprovals, all of which the City District that the plans conform to all District policies and standards. Variances orCover Sheet & General 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS OF WAY TO INCLUDE UTILITY TRENCHES ABOVE THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM retains the right to enforce. inconsistencies not noted Waivers must be specifically and previously approved by the District in writing. ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT by City staff shall not be construed as approved unless Acceptance of the improvement plans by the District does not relieve the Registered Notes THE PIPE ZONE. specifically addressed in writing by the City. Any■ DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE proposed revision to these plans musf be submitted for Engineer of these responsibilities. review and compliance with the Meridian City Standards and Specifications before said revision is constructed. BY: DATE: C1 ■0 0 Name Date ADA COUNTY HIGHWAY DISTRICT � I Legend: ..� �.►.— I THEFOUND BRASS CAP MONUMENT / I I FOUND ALUMINUM CAP MONUMENT . LAND CUD FOUND 5/8"MONUMENT i / I I CALCULATED POINT, NOTHING FOUND FROST FREE HYDRANT PIPE / I I IRR IRRIGATION BOX IE(NE)12"CMP:2516.57' i / \ PIPE " POWER POLE IE(SW)12 CMP:2517.10 I o �N�S N66°26'46"E 73.26' / I I v M G i I � GUY WIRE I o � LIGHT cli N N TELEPHONE RISER IPCo BLANKET EASEMENT D SIGN NMID BLANKET EASEMENT o SOUTH OF SIXTEENTH LINE NORTH HALF OF SECTION 32 PARCEL BOUNDARY LINE EXCEPTION 19 _ - EXCEPTION 18 — — — I SECTION LINE — — — — — — — — I I I I R/W SECTION LINE IS S 15"CMP:2517.57' \\� �' Cn -- -- -- - -- -- - EASEMENT LINE !796- "EART � � _ \_'�_ P,oPER�y NON p s „ \...�� \ \\ \ \ \ \\ \ \ \ \ i \ wNNp �� I —X—X—X—X—X— FENCE LINE 25?0� I �� ? \\�� _� R 0 LA AG EN PIPE �� `� �\ 6 w zy M �0 EG EG EDGE OF GRAVEL IE(N)15"CMP:2518.93' �� \� \\ \ �4321g1g p p LN I I I �, I EP EP EDGE OF PAVEMENT i ^ \ APN S ONp h S / ` \_ ��. `�� `��._- \ �� \ WEST LAZY DIAMOND C LANE I a EW EW EDGE OF WATER LINE PIPE \ \ _ � � '� �\©�,\__�� \ \_ \_ \ I W � I / I I IE(N)12 CMP:2517.34' / \ z w \ I I I o I A GIRR GRAVITY IRRIGATION LINE ` \ 75,0 o 4/ / \ \\ PIPE \�\\\\ �\ \ �5 0�'44 7296 I I I OHP OVERHEAD POWER LINE / \ IE(S)15CMP:2519.09 \ �� \\\\ �\ \F 296p CONCRETE AREA 1 / \ DIRT IRRIGATION ACCESS ROAD z �` �� I 0 �\�\\ \ \ \ ILL co Cn o EXISTING BUILDING \ EXISTING GROUND CONTOUR S ,� c� o \ �\ PIPE =�\ \� \�\��_- \ co I I \ 2525 — J i � o \ S IE(S)15"CMP:2520.80' — — \ —2522_ N \ 27.7 \ ��\ �� \ NP PIPE I I I� \ CD lye \N N �� -._� \ \ \ z z co 27.7 J '` PIPE \\ \\ —z\�,� ONP IE(S)24"CMP:52315 ) �I \ IEN15 � _ _ PIPE \ � \ �\ z \ O PIPE IE S 12 CMP:2519.76 I O CMP:2521.90 o\ \`� \\ �� \ IE(S)12"CMP:2522.24' I PIPE �1 — — I a SHOP IE(S)12 CMP:2522.15 � PIPE PIP G _ I � — -\ \ IE(N)12"CMP:2521.49' �� , � �\�� r CA N IE(N)12"CMP:2520.13' -- , /� PIPE IE(N)12"CMP:2518.63' cz 252 \ JOINT SCHOOL .M I CULTIVATED FIELD 3 \ \I\ / C �� PIPE __ it I PIPE DISTRICT NO 2 l0 252 \ IE(W)24"CMP.2514.95' W USTICK RD z I SPRIGGEL ROBERT G LIFE ESTATE I _, , , L I �' IE(E)24 CMP:2513.02 \�"`r APN:SO432131750 Ij / 4005 N MCDERMOTT RD I �/ \ \ �, ��,,� — _ _ _ _ _ _ ■� / APN:SO432141900 _ _ \ � , 15.43 ACRES r I \ \ 25'PRESCRIPTIVE ROW I III y / I EXCEPTION 15 L I I 1I II I I I LU Cc IPCo BLANKET EASEMENT __ J EG EI(E)12":2524.74' / 2526 I III I X EXCEPTION 19 2525 / CULTIVATED FIELD I III �� T �� I II 1X I / L7=, � � GIRR I 30'NMID EASEMENT I Q Il�j o x �� 300' FUTURE ACQUISITION MAP FOR ITD I I — Q II / 1� � 0 i � _— _ — <s EXCEPTION 24 I �1 "' I O SHED m 0' tih� ABOVE GROUND PERFORATED PIPE ,_ ,2526. i I I VI PIPE j PIPE F- / WATER BLOW OFF VALVE/STUB �34.1 I I 1 / DOES NOT FALL INSIDE OF EASEMENT /// 252$ //" I IE(E)12"CMP:2526.84'I IX IE(W)12"CMP:2525.89' O O 30.3 o 5.8 N� ° I / I / I �� Z SEWER AND WATER EASEMENT / , co w HOUSE IBX I/ �� I I +� �/� w 0 — — — — EXCEPTION 27 w o�� / 4.2 �� I IE(N)18"CONC:2524.8T I I �/I O — PROPOSED PER INST No.#2020-020189 "w m i2525 CD I I IE(W)12 CMP:2528.32 I - z cc U Co a�,s PIPE / �II PIPE Q ACHD ROW' C0 25?- � Q SHOP 1630� �' `N O I IE S 18"CONC:2527.39' ' IE(S)12"CONC:2527.75' S _ - w CL I EG � � IE E 12 IRON:2526.34 _ —_ —2527 O I z 0 �� _-- - - - - - C-, '-'-' PIPE a? = o� GRAVEL � �— � � I Ln 16.5`� I 23.9 m ° I IBX I / — — — — — PIPE o w IE(W)12"PVC:2525.60' T r I ��A ABOVE GROUND PERFORATED PIPE IE(E)12"CONC:2528.24' I Ix EI(S)18"CONC:2526.96' CD IE E 12"PVC:2524.93' �" IE(NE)12"CONC:2524.73' SHED o — IE W 12"IRON:2528.41' ( ) �JOINTSCHOOL -,I COD LL - - - - - - - - - - - - - - - - - - - - - - - -- - _2525- - - - - - - - - - - - — — ) P� — — GIRR tRl ° ,' GIRR `_It ( ) I I �I ) s� PIPE DISTRICT NO 2 — — — R GIRR GIRR GIRR GIRR GIRR — _ E — /- --- — T— — — ——— l , S I (N)18"CONC:2527.49' 7036 W USTICK RD GIRR / j I EG Revisions GRAVEL APN: 0432427900- 1 'N89019'38"W 1323.00' EG OHP CE 1/16th SECTION 32 1�� ' BENCFIMARK ELEV: 2523.67 \\ PIPE \\ \ I ACCLIMA INC NPI 1 IE(N)15 CMP:2521.40 \ I 3235 N MCDERMOTT RD PIPE I PIPE APN:SO432417350 IE(N)1 2"CMP:2528.69' 1 1 I I oU IE(N)12"CMP:2528.18' \\ \\ \ 1/4 SECTION 32 r I Sheet Notes: I II o I � N I I I lIl �11w 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. I I III I THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND I I I�I I �I I EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF I I I it UNDERGROUND UTILITIES. I I J j I I 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON RECORDS I I I I AVAILABLE TO THE SURVEYOR AT THE TIME OF SURVEY AND FOUND ZDNAL I I MONUMENTS ON THE GROUND. EASEMENTS, ENCROACHMENTS AND �5s NG "' I I I I II I I OTHER ENCUMBRANCES WHICH MAY BE APPARENT BY CONDUCTING A cz T r� FULL TITLE SEARCH,ARE NOT NECESSARILY DEPICTED ON THIS SURVEY. nines PIPE IA 3. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO 10 9 1 70 I IE(W)12"CMP:2530.02'_ I STATE PLANE COORDINATES SYSTEM (NAD 83).WEST ZONE,AS DETERMINED BY GLOBAL POSITIONING SYSTEMS METHODS.ANY J 9Tf OF SO,P�4 M I i IE(E)12 CMP.2529.88 1.70' I I DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. gNDEN� I I I I SURVEY FEET. 11/03/2020 N I I I I I Project No.: 119192 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL r I I I I I I a I I I Existing Conditions I E= ExistingConditions 60' 120' Horizontal Scale: 1" = 60' C1010 THE LAND _ - GROUP j IN w I .a \Ew \ \� \ \\` X�X\ W LIJ 55 Q �\ \` \—\\ \ \ W. \X\X WEST LAZY DIAMOND C LA y�„�\ 38 0 LU 16 X\ 17 \ ��`+ \ ��\CVV i, \X LJ o l O 18 k 2 \, \ w Fw\ \X 1g F VV \ \ Driveway O 20 CL w i `� `� \ \FW \ \ X // 8'SS `8"fib\ 21 22 \ 8 \ ��IAI \ \ X I I 24 — \ ElN \ 1ZO � I S` r et 2s �`, ` \15 \ Ca 6 O 11 I ( PARR - S a \\ — AWE LU Ei l N 5 O 12 OCLLU v WO - 31 I I W I I I x o '� ,� Driveway C I I I I ■� "'I m 13 a coo (D bo I i 'x �I I — I � � J � x v n W I I N x y Z pip O 5 �7 �J i 32 Cl- APPROXIMATE _ _ 5 O O � �-/ i LOCATION FUTUREcc M 14 Z m / IRR GI CI, ; 37 39 I I I W / wl O i �„ STATE HWY 16 Lit 00 / I 33 N w x _ I I a /� -Fa l l 2 0 pp 15 - -;----------- Y �c I I W I I VI / �Q �l � I � � _ $W 3' 8 �,� �..� I I I x IIIIIIIIIIIIIIIIIIIIIIII� l W. Achievement Street / W I -- ----- u-aa--- ---- `�------- , --- C� 34 m I i a R/W i N O 16 --- LU I I 13 O R/W R/�V � I ''' I N x = a00 19, I � 35 I I = 1 CD�c — I I x 2i CD_ I W Achievement St = s SS O 17 19 I CD W I I I y w = I 00 20 21 22 � 23 24 25 26 27 28 Z � 36 F - �� ------- I` I I x = C C SD �--• (� 1O O _18 CO 3 Block 3 �G�� GIRR — GIRR GIRR GIRRIRRI IIRR I I ' z Q GIR GIRR GIR GI 03 — 12 ' GI 11R 12' Fi — `n oC 11 X �P 2'PI Jg'G I v 2"pIXR I ILU \ / I TI I I Revisions i I I I a � W I W I � I 1. _ w CE 1/16 CORNER SECTION 32 / o i r LU I I EAST QUARTER CORNER T.4N., R.1W., B.M. w CZI I SECTION 32 c14 I I I I Iw T.4N., RAW., B.M. CZ I I a I� I M III z �sZONAL ENG 109 1 s� �o 1114�T£OF \�P SoN DEN 11/03/2020 Project No.: 119192 3 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL Project Overview E= Project Overview 6 12 zE Horizontal Scale: 1" = 60' PIE C1 ��o Sheet Notes: ��= T H E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, iak LAND CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION . AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. . GROUP 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Legend: � E x�x ElN x I ;O� EXISTING STREET LIGHT EG �� EW TYPE II CITY OF MERIDIAN STREET LIGHT. EG EG EG EW x�x I O 25'SQUARE STEEL ANCHOR BASE POLE WITH 100 WATT EG EG E'EW �x �X�x I HIGH PRESSURE SODIUM SHOEBOX LIGHT FIXTURE r ��_ EG EW EG �\EGA\\\ x� �j��x�x x WEST LAZY DIAMOND C LANE �0 TYPE I CITY OF MERIDIAN STREET LIGHT. PER MERIDIAN EG EW` �� ` 1/�/ �a21' x ,x I STANDARD Ti �\ ��EG EW J D�amo \xIL 1 I EG �� _ �,_ � � hd x� Z� w W wl I EG EG X � C all@ EG cad ,�x I w / EG en x I m M l l � � brainEW\x X\x� I o F / l �� \" EG \EW Eby \X x I M IJ J w cal 4 / / / �'�c ? �� EG \EG ��EW x� x / l l �� EG EW \\ X Driveway A / EP \ \\ \\ x\ \x I l �, EG �, \\ �, ' l J E EW E X 0 G o — 25� ,,_L, l � � � , � w Si na a Keynotes: 66 l \E �� x�x g g Y - G � W w i - rT\`\ i J l / �� \EG �\Eby X x I 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. a 2 3 Z 2. INSTALL NO PARKING FIRE LANE TYPE A 00 IRR 3. INSTALL"NO PARKING FIRE LANE" TYPE C O n �, , — — — — —STA: 26+07 ' Sr, p �9►e� 28f00 � l EG 4. INSTALL"NO PARKING FIRE LANE"TYPE D CA o - �, E ® s re t , G I I I - I ,MC\J I �) �� '��'0� / ��EG �� I I I I n103.6 Signs.X%lwirt 1tc�11ued 11!{�tlrc.',''r'x»�7�r'��';ic'�rr��- [I!C / L 11 7.At311r� a�Ci'�•ruad4 shall hC 117:n},Cil %11111 h�`lilhldli 111 No Q, — — I \ �\EG \ I i�ARKIN(r i IRY L.k.NE Ntun• :u:nl:.tl1y .tir II }IWr:3e w w — — — — — — �� 3p �� — — W. —— Dltl;r, �1�i;.,}wll hat'c a wtuu.r,ail,.lrlr,cn.g�,u,A I- r1�•hO = o ® +OQ I EG I ;��u,rru t�rck b} ff3 rncLr,;:�-1su1r hr_h:ru i 81.+rc rrJ Ic1- Q N + �� x �c.�;u a Mule retleitr e hack�r.m:r.t til 2r1, �t:r11 tr pa�snf D pr tttoo i6.6 S.fa ko,s Up!l ftl37c.6t A[.rive � 4C X c :1};�t.;n:,ra:rrl:s,rc+.�wrc�U}• ■�Ififi■fif■if�i■ I SIGN TYRE'A' SOGN TYPE-C' .Q'I i I STA: 30+53 I x No 1 Ha too �+ — — 3 I I PARKING PARKING PARKING a� - - - - y 0 1 1 1 I I 2 I I I ,'� CAI FIRE LANE: FIRE LANE FIRE LANE - - -I W—w z Cc CV) W CC 12* CD I CMI I I , x PAA CD --� — I I FIGURE 0103.6FP � I STA: 13+98 — FIRE LAM WOMB 43+00 44+00 45+00 Q 1 X W CD Achievement Street - -- R R/W i+ ------ OI CD -- -- --� amo I I I w� STA: 42+39 V Y� MF " _ _ _ _ +' I X Street Light Numbers: II ■ FG 19�F i R+nn 14+00 I m I —7 STA: 45+70 ' 1 1 I EO CD W Achievement St �— 1 3 I i I I 1 1 x � LOCATION NUMBER TYPE LU - - - - - I I I I I I I I 1 1 I STA. 13+98 52016 TYPE 2 C ------- p - -- ------ 52017 TYPE 2 C-) 1 1 X STA 30+5037 52018 TYPE 2 Q 2 Block 3 — — IRR I IRR ` I I STA.42+39 52019 TYPE 2 Block 1 Z I �1 I I STA 45+70 52020 TYPE 2 = LO =1 pC .. .. CD N X� X .. _X X CID —X�� 2 PI R �X_ X " IRR X 2"PIX F 7�1 City of Meridian Standard Notes: STREET LIGHTING Revisions 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 1 to CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/TO OPEN A PERMIT a AND REQUEST INSPECTIONS. 0 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, co BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND T MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. SjONAL L,N 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 T FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 109 1 s� �o 9Tf�F �pP Jq N DE14 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL y By stamping and signing the improvement plans,the Registered Engineer ensures the General District that the plans conform to all District policies and standards. Variances or Street Lighting & waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Signage Street Lighting & Signag e 0 60' 120' Engineer of these responsibilities. Horizontal Scale: 1" = 60' BY: DATE: C1 ■ ADA CDUNTY HIGHWAY DISTRICT ��o Sheet Notes: �" �,�_„ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE n T W_ HE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND w MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • C - - GROUP co 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN w APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO LL CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF w N66� EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE _ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF THE PROJECT E TE HNI AL REPORT 1.76 3.55 2.88 0.62 d: \ , PAD: 2523.42 `\ `� �� I w CALCULATED DEPTH OF OF CUT FROM EXISTING _ h PAD: 2524.33 - - � ��` � ��`� 0.5 \ \ \ \\ o CALCULATED DEPTH OF FILL ABOVE EXISTING GROUND GROUND ELEVATION ILL 0.83 3.6. 2.63 1.93 1.39 0.05 `\ ��2 2g� 25 5'25 \25 III s 2 20_ r5„ , 5 5 , �� cl" IIII PAD: 2522.89 I I ELEVATION I PAD: 2523.82 PAD: 2523.29 PAD: 2523.18 �',� � � �� \�� _ �\ � �� I I a PAD: 25##.# PAD ELEVATION OF FUTURE STRUCTURE (APPROX) - 0.73 3.26 2.97 PAD: 2523.12 ,� \ �� \�� _ \�\ � � I I M \ ` \ _�� \� _ � \ I CONTRACTOR SHALL COORDINATE WITH OWNER RE; DESIRED LI PAD: 2522.85 PAD: 2523.42 \ W _ \ 2523.90 �� \\ �� \ �� \ � _ I \ PAD ELEVATIONS IN FUTURE BUILDING AREAS IIII 1.84 3.61 -�� 94 1.17 1.30 0.62 � PAD: 2524.13 IIII . PAD: 2523.66 PAD: 2524.60 J _ _ _ , N FG 1.2 2.04 2.02 i �..11 1 57� 1.50 1.28 �. �, �_ � 1.38 .56 PAD: 2523.70 � t PAD: 2524.37 �,.. ,.,,,� '� a PAD: 2525.10 rr �u PAD: 2526.13 � 1.15 1.91 -1.95 2.74 1.98 1.22 1.38 1.57 1., 1.38 �. 0.00 _ �\��__ \ ��77 I PAD: PAD: 2525.66 PAD: 2526.60 PAD: 2524.04 PAD: 2523.77 I1.20 1.P 1.94 1.85 1.29 U.yti 0.91 1.29 1 nn •1.75 1.56 1.64 2.63 PAD: 2524.09 -0� `\ !i I � � PAD: 2523.58 � �, ,, � �� v v � ��v` _ � CA � - - -- I i PAD: 2524.22 PAD: \ N \ _ C 1.20 / 0.84 0.71 V �� A _1.82_ 3.91 � PAD: 2524.22] `� �� N \ I11I N III 0 l I PAD. 2524.38 =" PAD: 2524.09 ii ii PAD. 2523.86 � i � I I �Ef0 - , �� 4.34 - - I 1.32 1.78 - 0.73 0.61 0.26 1.39 \2.44 N �I PAD: 2524.38 - PAD: 2525.48 PAD: 2525.80 ' i ry / / i i PAD: 2525.91 � / I I I I I N it 1 I PAD: 2524.54 PAD: 2524.25 PAD: 2524.12 PAD: 2525.32 PAD: 2525.66 --- ---- I� "' 1.32 1.74 1.76 0.68 0.37 0.25 0.18 0.41 0.54 0.50 ao 4.19 I 1 I I I _ - Il UJ � PAD: 2524.54 1 / ++ i ��, 6.09 N co co/ � I I I I III / - - PAD: - - - - - - PAD: 2524.70 PAD: 2524.37 s� a �„ N _ �,`��' / CIOIII 1.24 1.� - -- ____ 1.59 0.97�0.84 777-7----_-- -- -----0�04 0.30 0.42 0.0 � 3054 I I II PAD: - - - 6 2524.70 2.I 1.03 _ 52 \ ti� 4 N II _ 2 h LL i PAD: 2524.82 PAD: 2524.77 PAD 5 ------------ LU 0.86 1.29 1.68 2.25 0.85 / / 0.70 - 1.31 _ - ---- 0.76 ' 1.10 1.06 N I I I 1\1 I R 4 ------- - � PAD: 2524.60 � � / � 2526.43 � - - _ - � I � I I I� � � - PAD: PAD: PAD: 2525.64 i PAD: I � PAD: � _ 0.34 0.64 1.4 L.uo 1.u� 0.44 0.55 0.62 0.44 1.40 1.17 0.60 1.37 0.17 ( 1.49 - - - - - - - --- i PAD: 2525.80 R/w I I I I II�III Q PAD: 2524.80 PAD: 2525.12 PAD: 2525.50 0.76 0.15 0.66 1.47 0.51 PAD: 2525.16 UPAD: 2525.6870 0.30 0.06 0.13 0.42 0.69 I I w _ - _ CD III 0.75 0.96 1.70 \0.45 ' 0.64 1.46 0.44 0.57 - / / I r �L r - x IX c� z -/ILL' ` 2"PIRR 2"PIRR 2"PIRR - III z 0 �� ° ,9'38"W 1323.00�V o pC N89 1 - w - � � � / CLIJ I I Revisions C7 \, Cm �I / X 1. a IIII III IIII I I� II I 55 I aLn I I o �0 I SSZONAL Lti'1V QC,\ST I I I N I 109 1 o � i �gsoe of `O�� r N DEN 11/03/2020 ciz Project No.: 119192 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL E I I I I General � o I Mass Grading Plan 0 Mass GradingPlan 0 60' 120' �zd Horizontal Scale: 1" = 60' C1 2 2 ��o ESC/SWPPP Legend Contact Information ,,.,_.. OWNER: ROBERT G. SPRIGGEL LIFE ESTATE j � THE APPROXIMATE LIMIT OF DISTURBANCE 4005 N McDERMOTT ROAD LAN D MERIDIAN, ID. 83646-5313 . -2698 PROPOSED GROUND CONTOUR (ONE FOOT INTERVAL) CONTACT: ROBERT SPRIGGELPH: 208.631.1978 GROUP DEVELOPER: INVESTMENT ANALYTICS GROUP, LLC Cc - - EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) 800 W. MAIN ST, STE 1460 \ p/ 1.8'TO 3' EXISTING BERM �r PRECLUDES STORMWATER FROM BOISE, ID. 83702 / �+ =THE SITE REACHING THE DRAIN yr CONTACT: RYAN SF SF SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST PH: 208.639.3262 MANAGEMENT PRACTICES BMP#65. SEE DETAIL ON SHEET C1.55. CONTRACTOR: TO BE DETERMINED Col- ANN SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#64. SEE DETAIL ON SHEET C1.55. //W J \ �Fqp 2520: r ONSITE SWPPP COORDINATOR: TO BE DETERMINED 74% 19 o �11.1/° \ \ \ 22 �� ❑ TER CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WA BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM PLAN PREPARER: THE LAND GROUP \�\ \\\\ \\ WATER BEST MANAGEMENT PRACTICES BMP#50. SUITE 100 -2521� � �I "�• � o. _ R 462E SHORE DR. NOT \ CD -- 24 0 EAGLE ID 83616 ROGER COLLINS / - MATERIALS STORAGE AND PARKING AREAS PER THE PHONE: 208.939.4041 LIMIT OF DISTURBANCE - A STATE OF IDAHO CATALOG OF STORM WATER BEST r helan g p &FIBER ROLLS 5ti� - MANAGEMENT PRACTICES BMP#37. g @ o e r t d r o nc.com u i PART I - - - LICENSE NO: CON09 00260 EXPIRES: 08.29.2021 o \ I ° PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF o - v \ STORM WATER BEST MANAGEMENT PRACTICES BMP#40.THIS SHALL RECTANGULAR DROP INLET PROTECTION TO 11.6% \ BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE U. BE INSTALLED PRIOR TO EARTH MOVING 2522-I III '. MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO OPERTATION &REMOVED AT FINAL - - ° SIGNATURE: DATE: 11.03.2020 R o° 25.0%� LIMIT OF DISTURBANCE C� REMOVE ANY TRACKING OF MUD Al DIRT ONTO EXISTING ASPHALT. STABILIZATION I' _ _ Q 52mmi CONCR TE & SILT FENCE 2 SEE DETAIL 1.55. WASHOU - c , I S 1/C -- w II Y ® RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP#13, SEE ENGINEER: O N � � ® � SHEET C1.55 FOR DETAILS. THE LAND GROUP, INC.J - / 462 E. SHORE DR., SUITE 100 \ CO ° RECTANGULAR DROP INLET PROTECTION TO ( 1 N �I LANDSCAPE STABILIZATION (TURF SOD)AREAS PER THE STATE OF EAGLE, ID 83616 y r - J o BE INSTALLED PRIOR TO EARTH MOVING JASON DENSMER, PE IF A / OPERTATION &REMOVED AT FINAL l� IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES O STABILIZATION jason@thelandgroupinc.com c.com- \ \ 2'b�� ---- - 1 - _ - 17"G1RR , 2"PIRRIAI 252 ASPHALT STABILIZATION AREAS, COORDINATE WITH TYPICAL Q -2524 0.1% � �A �, °�° o° SECTIONS, SHEET C2.01 . NOT �` �° STABILIZED �, N � 31 o � � � � \'�' INSTALL FIBER ROLLS o o CONSTRUCTION NOT oho \ AT PROPERTY LINE N ■ ENTRANCE STAGING AREA �o A o EQUIPMENT AND MATERIALS A -� \ D PRIOR TOEARTH ACTIVITIES I�/ mime PART PROJECT SIGN CA STORAGE,WASTE DISPOSAL AND REMOVE UPON AREA, AND WORKMAN PARKINGPART - o FINAL STABILIZATION W Cc C3 � 0 100, 200' Q SWPPP Site Plan a ESC/SWPPP - General Notes Ill HORIZONTAL SCALE: 1" = 100' = 0 1. ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT PRACTICES. � O 2. ALL STORM WATER WILL BE CONTAINED ON SITE. E. � g n 3. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS-OR-ONCE EVERY 14 DAYS � Soil Stabilization 15,17,18,21 ,23 SWPPP Posting Requirements: �+ � AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. Q 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF SITE ACCUMULATIONS 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: p 0 OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE FOR OBTAINING THE EPA NOTICE OF INTENT (N01). A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR = CU z OFF-SITE IMPACTS. B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR 2i Q 2. LITTER, CONSTRUCTION DEBRIS,AND CONSTRUCTION CHEMICALS THAT 2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) z LO COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING GENERAL PERMIT AND COMPLETED INSPECTION FORMS), NOI,AND IN ARID AREAS AND SEMI-ARID AREAS. = o w A POLLUTANT SOURCE IN STORM WATER DISCHARGES. ACKNOWLEDGEMENT LETTER FROM EPA MUST BE RETAINED AT THE 3. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED CONSTRUCTION SITE (OR OTHER LOCATION EASILY ACCESSIBLE DURING 3. DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR IS RESPONSIBLE FOR AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION NORMAL BUSINESS HOURS)AND MADE AVAILABLE FOR REVIEW BY EPA, A ALL NON-STORMWATER MANAGEMENT. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE STATE, OR OTHER LOCAL APPROVING AGENCY. Revisions MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE SWPPP OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION RESPONSIBLE PERSON. 1' 3.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER NEAR THE CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE CONTAIN THE FOLLOWING INFORMATION: 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. INITIATED AS SOON AS PRACTICAL. WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVE 3.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS • AT A MINIMUM,THE NOTICE MUST INCLUDE THE NPDES PERMIT MEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR NOT IN USE AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TO RESUMED WITHIN 14 DAYS,TEMPORARY STABILIZATION MEASURES DO OBTAINING ADDITIONAL PROJECT INFORMATION AS WELL AS THE CONTAINER SIZE. NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. ADDRESS OF THE SITE, THE PERMIT HOLDER'S NAME AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888) MUST 6. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE DISPLAYED THROUGHOUT CONSTRUCTION POSSIBLE.ANCHOR TO PREVENT VANDALISM. BE IMPLEMENTED ON ALL DISTURBED AREAS Al WHERE SHOWN ON PLAN, • THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: AVAILABLE), OR THE FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED 1. MULCHING (BMP 15) -APPLY GRAVEL, STRAW, GRASS, COMPOST,WOOD OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN DURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ON CHIPS OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, REGION 10 STORMWATER PROGRAM MISHA VAKOC DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY AND AND/OR: (VAKOC.MISHA@EPA.GOV) (206) 553-6650 " CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR 2. GEOTEXTILE (BMP 17) -APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO • AND THE FOLLOWING STATEMENT"IF YOU OBSERVE INDICATORS OF SURFACE WATER QUALITY STANDARDS. DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE STORMWATER POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION,AND/OR: WATERBODY, CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: 12. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. 3. MATTING (BMP 18) -APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY THE OWNER) AT A DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE -VIOLATIONS." PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. • THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE BE STABILIZED PER BMP#44. PUBLIC ROAD THAT IS NEAREST TO THE ACTIVE PART OF THE PERMANENT SOIL STABILIZATION BMPS: CONSTRUCTION SITE. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. SEEDING (BMP 21), SODDING (BMP 22),AND PLANTING (BMP 23) -COORDINATE • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED WITH THE APPROVED LANDSCAPE PLAN FOR LOCATIONS AND TIMING. FROM A PUBLIC RIGHT-OF-WAY. 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION 1.11 OF THE CONSTRUCTION GENERAL PERMIT. 15. TOTAL DISTURBED AREA FOR THIS ON-SITE WORK IS APPROXIMATELY 12.76± ACRES. Project No.: 119192 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING 16. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS Date of Issuance: 11.03.2020 THE EPA FORMS FOR N.O.T. (NOTICE OF TERMINATION). REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS Project Milestone: AGENCY SUBMITTAL AND CONDITIONS CONTAINED HEREIN. a SWPPP Plans Site Plan E r'E z C�Z 1m50 50' MINIMUM EXISTING STORM SEWER GRATE POST SIGN NEAR BASIN `� �i�.► � �1 0_11/► T H E S.y PAVEMENT CONSTRUCTION SPECIFICATIONS ppppppOppp ` � 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED p CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE �OppOppp�pOppp LIFT STRAPS, FRAME OR OTHER LAN D LAYER. pppp \ METHOD OF LIFTING BAG FOR . FILTER CLOTH MOUNTABLE BERM J 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS OR MAINTENANCE CONCRETE ' G ROUP �o (OPTIONAL) SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD METAL FRAME WASHOUT REQUIRED OVERFLOW PORTS OR APPLY). 3. THICKNESS-NOT LESS THAN 6 INCHES. METHOD FOR OVERFLOW IN EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT ® LARGE STORM EVENTS o POINTS WHERE INGRESS OR EGRESS OCCURS. D 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO 2-FT MINIMUM 50'MINIMUM PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENT BAG 5AC0x0 FAMILY RESIDENCE LOT. 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS ,�� 26, pL �DDDDD IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE ��l�l�l�l� PERMITTED. I } 10 MIL(MIN.) �D"`b"`b"`t D or D D 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION PLASTIC LINER z ��b EXISTING STORM INLET D DC �D D DC D 1 D D D PAVEMENT WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO I I CO c PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING Akobpkob T �b WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR NOTES: Q� TM TM CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 1. APPROVED MANUFACTURES: SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DANDYSACK OR FLEXSTORM RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. INSPECT AT FREQUENCY DESCRIBED IN D 0 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR ESC/SWPPP DOCUMENTS. REPAIR OR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REPLACE AS NEEDED. 0 o REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 3. REMOVE SEDIMENT ACCUMULATIONS PLAN VIEW T AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. WHEN FILTER CAPACITY IS REDUCED 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED BY 50%. AFTER EACH RAIN. NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. Stabilized Construction Entrance (BMP 40) 2 Drop Inlet Protection Type I (BMP 13) Concrete Washout (BMP 49) Scale: NTS Scale: NTS Scale: NTS 5' MAX(TYP.) FASTNER - MINIMUM NO. 10 GAGE WIRE Z WOOD STAKE (4 PER POST REQ'D) O SEE WOOD STAKE WOOD STAKE FILTER FABRIC ■1 DETAIL THIS SHEET FIBER WATTLE —\A FIBER WATTLE E� CO FIBER WATTLES co T DET SEEWOOD �O� S SHEET j� NS`Op \\ � � y W" p \\�/�F ELEVATION OwNS�Optt I I I [ if 1� - __L \�\�\\/ \\� FILTER FABRIC Ca CIV ��\ \ / DIRECTION OF FLOW WOOD STAKE \� / SLOPE SURFACE EXISTING GROUND W SLOPE SURFACE Q TRENCH \� %\\\\\\� \�\\//\\ % COMPACTED NATIVE MATERIAL 6" MIN. Q C\J CD�, FABRIC ANCHOR DETAIL CD CD � NOTES: E. 1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. CD CD ~ THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE 2i =: FINAL GRADING AND SITE STABILIZATION. 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN. CU z 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 2i Q 3.0 SQ. IN. = z o LO LU o w Fiber Roll (BMP 64) Fiber Roll Stake Section (BMP 64) Fiber Roll Stake Section 2 (BMP 64) 7 Silt Fence Install 1 (BMP 65) - 2E 4 Scale: NTS Scale: NTS Scale: NTS Scale: NTS Revisions 1. Project No.: 119192 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL 3 SWPPP Plans Details i L E F E z !NZs C1 \ /�.� 0 %= T H E L AN D - GROUP Idaho DEQ Final 2016 305B Integrated Report V I Ty Ln Z — 7 Q rIrxtefb+ttDr t F D - -_ _ Z i Elm Ln W Ledge rwood'"- I — - �V Co ndo 6 O 2 ] j*w m hlc Creek -3rd cwdt9- W McMillan Rd u W k tM6ttan Rdi \ r I r I I 11 FIVE MILE CREEK-PERENNIAL STREAM PHYLLIS CANAL \ 303D LISTED-NOT SUPPORTING (NOT ASSESSED) CID —�111111� FLOW I \ Astonte t)r Astonte St CATEGORY 4A&5 a TMDL APPROVED W ro r r>a St TMDL 64560 LOWER BOISE RIVER FOR BACTERIA \ AND SEDIMENTATION/SILTATION IFLOW PROJECT LOCATION O � McFADDEN OR IN (NOT ASSESSED) 3 I \LE I Q Z POINT OF 1 I DISCHARGE 001 - I" �I EIGHT MILE LATERAL ACHD STORMWATER mime (NOT ASSESSED) SKY PILOT DRAIN \ SWALE AT W. / (NOT ASSESSED) ACHIEVEMENT ST. f� FLOW W Jordon Ln y \ FLOW / UJ cc CZ tk[A \ +�Akterstorre St 2 r,.., ficf \ Ur,tRk Fill ,'. �I .I k I-'�I / _ _ CANYON � � W Usklok Rd \ _ 4At Nl ln�nra Q / LU in i Nt E �� WMosnLake Etlrnent�ry Ioc O I y W ¢Q w Moon Lake 1 _ TEN MILE CREEK-PERENNIAL STREAM SAFFORD SUBLATERAL ' Q 303D LISTED-NOT SUPPORTING (NOT ASSESSED) rr�nr VW law 61 = Z Q CATEGORY 4A&5 Pork O W`d tlrkxa rptalnl C}� W " y O LL TMDL APPROVED m 4 }'f COD TMDL 64560 LOWER BOISE RIVER FOR BACTERIA -5a110rd 5ugra(tr al *``.* Z yA r 1116 AND SEDIMENTATION/SILTATION i W Classic Or altlen o,;)o Dr i oMrCll b Revisions ff W Ohirles `�5 �., � � •� rt'akv _ Bronze So Dr � ' W Tvurnieme W Dawsor"'` I �r�5�ex' FLOW` ro1 r r L'�'� Tzrrrsif+f C' r*crA September 21, 2020 Legend 1:18,056 BURP Locations NotAssessed(Cat3) 0 0.2 0.4 0.8 mi Not Monitored Not Supporting Cat4,4b,4c,5 Pp 9( ) 0 0.35 0.7 1.4 km River — 2016 303(d) Streams (Final) Stream (Mercury Impaired CAT 4a,5) Sources: Esri, HERE,Garmin, Intermap,increment PCorp., GEBCO, USGS, FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NL, 4th Field HUCS (Idaho) 2016 305(b) Streams (Final) Ordnance Survey, Esri Japan,METI, Esri China(Hong Kong),(c) OpenStreetMap contributors,and the G IS User Community (Mercury Impaired CAT 4a,5) Fully Supporting(CAT 1,2) ©IDEQ 2020 CAT 5 NotAssessed(CAT 3) 2016 305(b) Lakes (Final) Not Supporting(CAT 4a,4b,4c,5) Fully Supporting(Cat1,2) Map Courtesy of IDEQ's 305B Integrated Report Copyright©2020 DEQ GIS Waters of the US Map Project No.: 119192 HORIZONTAL SCALE: AS NOTED Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL a SWPPP Plans Waters of U.S. E C �Z d 1m56 \ /�°� 0 %= T H E L AN D AGROUP d � 47' R.0 W. 30'SHARED DRIVEWAY/COMMON LOT 23.5' 23.5' 10, JOINT TRENCH 2' 5' 16.5' 16.5' 5 2' UTILITY 5' 10, 10, EASEMENT (TYP. BOTH SIDES) 12" RIBBON SPECIFICATIONS CURB SEE 2/0 2/0 ° VARIES ° ° DETAIL 4 -VARIES UNIT SIZE- (20"x 20"x 1")1.75/°±0.25� 0 0 1.75/°±0.25/° —y 1.75/°±0.25/° VARIES VARIES AVAILABLE IN 9 STANDARD ROLL SIZES 5"THICK CONCRETE 5"THICK CONCRETE 5"THICK CONCRETE SIDEWALK PER ACHD SIDEWALK PER ACHD SIDEWALK PER ACHD UNIT WEIGHT-510 GRAMS (18 OZ.) OR 2.0 KG (4.5 SUPP SD-709 SUPP SD-709 SUPP SD-709 POUNDS) 4-IN OF 3/4"MINUS CRUSHED 4-IN OF 3/4"MINUS CRUSHED STRENGTH-402 KG/CM2 (5720 PSI) AGGREGATE BASE TYPE 1 2.5-IN ASPHALT, SP-3, 0.50-IN (112") MIX, PG 64-28 AGGREGATE BASE TYPE 1 2.5-IN ASPHALT CONCRETE COLOR- BLACK(STANDARD) STANDARD 3" ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED STANDARD 3"ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED RESIN - HOPE (WITH SOME POST-CONSUMER GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 RECYCLED CONTENT) 12-IN OF 6"MINUS UNCRUSHED 12-IN OF 6"MINUS UNCRUSHED CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE BASE SECTION. EXTEND 6-IN MIN. COMPACTED SUBGRADE BASE SECTION. EXTEND 6-IN MIN. COMPACTED SUBGRADE PLAN BEYOND TOP BACK OF CURB BEYOND TOP BACK OF CURB GRASSPAVE2 SQUARES Local Road Typical Section Shared Driveway with Sidewalk Typical Section2 ADJACENT GRASSPAVE2 SQUARES Scale: NTS Scale: NTS I I i i Z J SEE ENLARGEMENT BELOW U I I _ HYDROGROW MIX BELOW RING SUPPLIED FREE y 91 25 FINISH GRADE PER PLANS / BY MANUFACTURER EASEMENT + O 6"x12"CONCRETE BAND RINGS FILLED WITH CONCRETE SAND (CLEAN, :M111 I II I I I SHARP SAND) � 2' 5' I VARIES 17.41'MIN TO 21.70 MAX 23 %"RADIUS COMPACTED SANDY GRAVEL ROAD Q SEE PLANS ASPHALT PAVING PER PLANS -"° -""" "" -"° N BASE 95% MODIFIED PROCTOR � oU � N-1 DENSITY MIN. 12" 1'FLAT 2' 21' ° o -Na� N'N° ° ° ■IIIIIIIIII� E IIMIMII_IIMII IIMIMII IIMIM 1 FLAT 1 FLAT ° IIMIMIMIEl�M -MIElIM El�MIMI I_� ' 3+ 12+ �o ° ° ° a ° IIEl 1-1 1-1IEl—�E1 1I—_I—�iii� 1-1 M 1;,1-1E COMPACTED SUBGRADE n � 1 EXISTING ° a I—III_ "'—III=1 SECTION W BIORETENTION SWALE EXISTING PAVEMENT ° Cc PER ACHD BMP 30 SHOULDER ° LID \ TOP OF GRASS ROOT MASS 6 MM 1.75%±0.25% I r` 2' SAWCUT LINE VARIES q:y CD (%")ABOVE TOP OF RING. _ _ _ _ _ _ _ _ _ _ _ — — \\/ GRASSPAVE2 ATTACH WITH SNAP-FIT Q 14 5"THICK CONCRETE o 0 0 0 0 0 0 0 0 FASTENERS � SIDEWALK PER ACHD - - - - - - - - - — — — — — — — — — — — \�\�\�\\�\\�� \ / /�\/\\ AGGREGATE BASE AS opopopopopopopo SUPP SD-709 4-IN OF 3/4"MINUS CRUSHED \ \\\/\�\/\\� \\/ / / / SPECIFIED 0000000 ooc ROOT MASS TO FILL GRASSPAVE2 Q AGGREGATE BASE TYPE 1 / \ / O EXISTING GRAVITY STANDARD 6"VERTICAL CURB AND 4-IN OF 3/4"MINUS CRUSHED IN (1/2") MIX, PG 64-28 COMPACTED SUBGRADE ENLARGEMENT °C IRRIGATION PIPE TO NOTE: COMPACTED SANDY GRAVEL E � � CD OF 6" GUTTER PER ACHD SUPP SD-701 AGGREGATE BASE,TYPE 1 REMAIN CONSTRUCT FULL DEPTH ROADWAY MINUS UNCRUSHED PROVIDE SCORE JOINTS AT 10'-0"O.C. BASE COURSE BASE SECTION. EXTEND 6-IN MIN. AGGREGATE BASE Q N McDermott Rd Typical Section BEYOND TOP BACK OF CURB 9 LU COMPACTED SUBGRADE Concrete Ribbon Curb Grasspave - Maintenance Access Detail & Section y o �Scale: NTS 4 Scale: NTS 7 Scale: NTS Q z — L C Revisions 1. J J C 60,R.0 W. 30'SHARED DRIVEWAY/COMMON LOT 28.5' 31.5' 10, JOINT TRENCH 5.5' 5' 18, 18' 5' 8.5' UTILITY 10, 10, EASEMENT (TYP. BOTH SIDES) 12"RIBBON CURB SEE 1 VARIES DETAIL 4 VARIES .75%% � 2% Zoo y 1.75%�0 —► VARIES VARIES 5"THICK CONCRETE 5"THICK CONCRETE SIDEWALK PER ACHD SIDEWALK PER ACHD SUPP SD-709 SUPP SD-709 4-IN OF 3/4"MINUS CRUSHED 4-IN OF 3/4"MINUS CRUSHED �SZ014AL AGGREGATE BASE TYPE 1 2.5-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX, PG 64-28 AGGREGATE BASE TYPE 1 2.5-IN ASPHALT CONCRETE �� 0\ST STANDARD 3" ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED STANDARD 3" ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 109 1 12-IN OF 6"MINUS UNCRUSHED 12-IN OF 6"MINUS UNCRUSHED CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE BASE SECTION. EXTEND 6-IN MIN. COMPACTED SUBGRADE BASE SECTION. EXTEND 6-IN MIN. J 9Tf OF 0 BEYOND TOP BACK OF CURB BEYOND TOP BACK OF CURB COMPACTED SUBGRADE q N DES 11/03/2020 W Achievement Street Typical Section Shared Driveway without Sidewalk Typical Section Project No.: 119192 5 Scale: NTS Scale: NTS Project Milestone: AGENCY SUBMITTAL Construction Details By stamping and signing the improvement plans,the Registered Engineer ensures the Typical Sections District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E a Engineer of these responsibilities. �z BY DATE: 2m01 ADA COUNTY HIGHWAY DISTRICT ��o Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j �� THE � LAND FG: 2525.48 I ° . Rj�,y � 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00/°. CROSS SLOPES OF ALL . \ SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 GROUP SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. _ - it + R/W\ -_ 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE i N R/W OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING 1 STA: 13+88.08, OFF: 23.52'L ' \RA41 FG: 2524.68 TC TOP OF CONCRETE FG: 2524.69 TBC-TOP BACK OF CURB FG: 2525.19 FG: 2525.28 R/W FG: 2524.72 FL-FLOWLINE ELEVATION ° FG: 2524.80 FL GB-FLOWLINE GRADE BREAK 0 1.8% GB/HP: 2525.18 I 26�00 3j �. spry Rj�,y 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. N 9►ge/ S fre , 2.0 0 Lo ------------- "" FG: 2524.98 Q FG: 2524.90 0 FG: 2524.87 F : 2524.62 F :2 2 F : 2 24.71 Keynotes: Z sAN 1. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO W Achievement St THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. 14+00 1 FG: 2524.18 -4 i � I STA: 26+03.28, OFF: 24.50'R 2.0% F :2 24.1 FG: 2524.25 j � r' i o sus sAN O i F :2 24.17 F : 2524.61 FG: 2524.87 - _- --- I--- --- - - - 0.6% F :2 24. 2 - - - - F :224. 1 FG: 2524.92 ---- ---- _ _ / = 2.1% o °° F :2524.71 --- - I F :2 24. 2CD FG: 2524.60 MIJo 000°° °°° ------------ FG: 2525.02 a °`%� 0.5% : CO FG: 2524 r 9% .70 f ° ZMIJ 8i 0 2.2 0° FG: 2524.68 F : 2525.17 .� 2.0% 1.8/o eo ° FG: 2525.26 5.0% � FG: 2524.67 FG: 2524.72 , _ O STA: 13+88.59, OFF: 23.75'R °°°000° ` CA FG: 2524.80 ° h FG: 2525.34 o 00 STA: 26+61.94, OFF: 24.50'RO \ r o000 � FG R/ GB: 2525.29 ��° FG: 2525.37 °000 o R/W O N 1 STA: 13+93.66, OFF: 26.78'R 2.1% N m FG: 2525.46 �� i � F '2 24.1 0 o I M � FG: 2525.83 y Lu W chievement N. elklik Avenue W. Spriggel Street & N. Bold Stripe Avenue C'3C2 = Scale: 1 10' Scale: 1 10' i Q i CD cu FG: 2526.85 ,I i CD O w Q 1O STA:45+85.11, OFF: 25.12'Lob i �� Q i � � V z Q FG: 2526.98 FG: 2526.96 I cCL) LO M ban o CD R/W R/W T 0.3% V o, o M _ �hti FG: 2526.66 N. � Revisions -- --- ----------------- -- + 1. - � _ F :2526.62 FG: 2526.61 Z � I i i I i I I � I W. Achievement Street 46+00 46+08.91 II - --- - - - - - - I- -- -- 2528 - � I ' I Ic / FG: 2526.58 \ ------- FG: 252,6.73 I, _ 5510 LNG ��G\ST ✓�G FG: 2526.80 i ------ _ 109 1 RNV o0 000° G : 2526.88 R I ohs 00 g ��9TE \oP�o i Jq 2527.10 OF / FG: 2527.13 I i / J N DEN 11/03/2020 1 STA: 45+78.78, OFF: 26.51'R o i Project No.: 119192 Plans Are Accepted For Public Street Date otIssuance: ".o3.�ozo co Plans Milestone: AGENCY SUBMITTAL / I � Construction Details FG: 2527.18 °C By stamping and signing the improvement plans,the Registered Engineer ensures the Intersection Details District that the plans conform to all District policies and standards. Variances or o waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered W. Achievement Street & N. Alameda Creek Avenue Engineer of these responsibilities. Scale: 1"=10' BY DATE ■O 2 ADA COUNTY HIGHWAY DISTRICT C2 ��o Sheet Notes: ��_� Vol� 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. =� �� THE Raw 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS LAND 20' / SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN • PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ' GROUP '_- - - - - - - - - - - 32S° - ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 1.2% 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF N s9 GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE N FG:2525.80 FG: 2524.61 FOLLOWING ABBREVIATIONS: gg 08 FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING 124.52 TC-TOP OF CONCRETE C\J0 0 4' STA: 23+92.15, OFF:41.45'L TBC-TOP BACK OF CURB `� �p \V - /� W. Spriggel Street FL-FLOWLINE ELEVATION N FL GB-FLOWLINE GRADE BREAK 90.63' FG: 2524.60 ,' 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. FG: 2525.69 1 2% STA: 23+79.20, OFF:39.37'L EG EG EG EG EG EG - - EG - V - 12W 12W 12"W EG co sAN co FG: 2525.67 MATCH EXI TING GRAVEL ROAD FG: 2524.62 Q pp / - - - - - - --- - - - - - - - -- - - - - - - - - - - - - - - -- - - --- - 5"THICK CONCRETE SIDEWALK `L�x�� 3: PER ACHD SUPP SD-709 00 CD - SAN 8"SS I EG - 8"SS S EP P ET n n Common Driveway A Z FG: 2523\FA r EG E E� 1 Scale: 1"=10' - - - - �Q FG: 2523.46 C/3 -- I MIJ G\RR L -- - --- - - - - --- - - - - - -J ua, C FG: 2523.87 FG:2524.00 O 20' �2524 2525 � I I w E w 153.7 R/W RMI R/W R/ - - - - -- mime I j I y �+ FG: 2525.61 109.35 ---- 46,all a> I a N N o �� FG: 2525.45 I w w N STA:42+23, OFF: 30.20'R N. Bold Stripe Avenue I = o 104.64' '�'Q� z CD FG: 2525.56 / a 1.2% STA:42+35.38, OFF: 29.45'R "' w ~ - - - - - - - - - 153 3° FG: 2525.52 i/ I y Q 0 � - / - - - - - - - - o - C _� Q LO COD C:) Common Driveway B I w w Z Scale: 1"=10' Z Revisions Q 1. a CL w w 3 � I I 20, w i/W R/W R/W R/W R/W R/W wCL STA: 30+29.07, OFF: 24.42'L 1.2% F : 2 2 . 4 LU FG: 2526.68 � FG: 2528.03 F :2525.82 cD ------------------------------------- 110.83' �R/W R R/W R R/� /W�R/W CC 0 0000 o ti W. Spriggel Street �� 6 NAL / N ------------------------- - 90 FG: 2527.87 G\ r� 30+00 FG: 2526.78 i � 109 1 STA: 30+43.97, OFF: 23.90'L / 1•2% W. Spriggel Street s�gTe OF \OP�o LADES O CL) _ - cr_ FG: 2527.77 11/03/2020 FG: 2526.80 5"THICK CONCRETE SIDEWALK / NOTE: Project No.: 119192 CL)\ PER I CHO SUP SD-709 CONSTRUCT WITH SAME PAVING SECTION AS COMMON DRIVES Cc Plans Are Accepted For Public Street Date of Issuance: 11.032020 V CD Construction Project Milestone: AGENCY SUBMITTAL Details C Q By stamping and signing the improvement plans,the Registered Engineer ensures the Common Driveways �_- - District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Common Driveway C z Emergency Access Drive Engineer of these responsibilities. 3 4 Scale: l"=10' Scale: l"=10' BY DATE: ■O 3 ADA COUNTY HIGHWAY DISTRICT C2 ��o Sheet Notes: F,�__, 1. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL % ��' T H E NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF LAN D DRAINAGE FACILITY TO PROVIDE 3'MIN. CLEARANCE BETWEEN . GROUNDWATER AND THE BOTTOM OF THE FACILITY. UNTIMELY G R 0 U P NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 2. BOTTOM OF SAND LAYER ELEVATION IS THE MINIMUM EXCAVATION. Groundwater Note: 1. GROUND WATER DATA FOR THIS SITE IS BASED UPON GEOTEK, INC. NO. 8 AGGREGATE GEOTECHNICAL REPORT FILE NO 2097-ID, AND GROUND WATER MONITORING DATED OCTOBER 1, 2020. GROUND WATER IS ESTIMATED 6-IN REVERSE PAN - TO BE BELOW 4.5-FT TO 5.6-FT. BELOW EXISTING GROUND N VERTICAL CURB PER r ACHD SUO SD-701 R T PLAN NOTES: PERVIOUS CONCRETE PAVER: DISTANCE — WHOLE OR 1. LOCATE CONCRETE APRON AROUND UTILITY MANHOLE COVERS SO EDGE OF Paver Notes: BASALITE SPECPAVE 100. 5.5"x — CONCRETE ACCOMMODATES WHOLE PAVER (5.5"WIDTH OR 11" LENGTH). 11"x 80 mm THICK. COLOR: HALF PAVERS ONLY 2. NO CUT PAVERS LESS THAN 5.5"WIDTH ALLOWED. 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. TERRACOTTA/CHARCOAL BLEND. C/, 3. COVER DOES NOT NEED TO BE CENTERED IN CONCRETE. HERRINGBONE PATTERN. w a 4. PROVIDE MIN. V WIDTH OF CONCRETE FROM EDGE OF COVER TO OUTSIDE OF 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY Q w APRON. IS FULLY EXCAVATED. ` •• • , ' �,�,*,�• •.,,••r J �> 5. SCORE JOINTS AND REINFORCING TO BE IN CONFORMANCE WITH ISPWC NO. 8 ,*;*;*;*;*;*;* ,• STANDARD DRAWING SD 616. 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A AGGREGATE `•`•`•`•`•`•. . .. INSTITUTE (ICPI) CONCRETE PAVER INSTALLATION CERTIFICATE. • I DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR •: • , y. TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. O ■1 CV C DISTANCE = WHOLE OR SOLDIER COURSE PER PLANS HALF PAVERS ONLY O (COLOR: CHARCOAL) NEW CONCRETE PER PLANS TYPICAL UTILITY STRUCTURE (SIZE VARIES) Utility Concrete Collar Detail y �+ 1 Scale: NITS W !c C3 � oa 8"W RIBBON 8"W RIBBON CURB OR CURB OR VARIES SEE PLANS 2' REVERSE PAN 2' REVERSE PAN Q CURB CURB CD PERMEABLE CONCRETE PAVER: BASALITE Ir E.SPECPAVE 100. 11"x 5.5"X 100mm THICK. COLOR: ~ NO. 8 AGGREGATE O TERRACOTTA/CHARCOAL BLEND WITH CHARCOAL CDNO. 8 AGGREGATE SOLDIER COURSES. 8"W x 18"ID RIBBON CURB EDGE w 0 I RESTRAINT PER ACHD SUPP BMP-34 TO — TYP. NO. 8 AGGREGATE IN OPENINGS 8"W x 18" D RIBBON CURB EDGE ISPWC. OR 6-IN REVERSE PAN VERTICAL � � z RESTRAINT PER ACHD SUPP BMP-34 TO BEDDING COURSE 1" DEPTH (TYP. NO. 8 CURB PER ACHD SUP SD-701 R Q ISPWC. OR 6-IN REVERSE PAN VERTICAL AGGREGATE) z o LO cc CURB PER ACHD SUP SD-701 R VARIES 1" o w 1 VARIES_ ^a e e' d ° a e Revisions d A d E` 1. SECTION NOTES: I�—I�I—I�I—I�I I —III—III= 1. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL N I—I I—I I—I I HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3-FT. GROUNDWATER FOR I-I�II III—I�I—I�I—�I THIS SITE IS EXPECTED TO BE >4-FT BELOW GRADE BASED UPON GGEOTEK, INC. 7" DEPTH NO. 57 STONE -I I I I I II II illI I I I GEOTECHNICAL REPORT FILE NO 2097-ID, DATED OCTOBER 1, 2020. OPEN-GRADED BASE I=I 0 N0. 2 STONE SUB-BASE NON-WOVEN 2. DESIGN INFILTRATION RATE FOR PAVER SYSTEM IS 8-IN/HR. CONTRACTOR TO HAVE GEOTEXTILE FABRIC ON INFILTRATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY I' II I II I II II I II I I I I Ii II I I I—I�'—III—I Ii„ I=„I I=, I I�i II II I —III,;I I=I ENDS AND SIDES EXCAVATED.ACHD INSPECTOR MUST BE PRESENT DURING INFILTRATION TESTING. IF THE -I I III—III-III— PERCOLATION IS LESS THAN SPECIFIED RATE, CONTRACTOR WILL NEED TO OVEREXCAVATE THE PAVER SUBGRADE TO FREE-DRAINING SOILS FOR DRAINAGE TO FREE DRAINING SOIL OCCUR OR CONTACT THE ENGINEER TO REDESIGN THE SYSTEM TO ACHIEVE THE SUBGRADE REQUIRED CRITERIA. 3. CONTRACTOR TO SCARIFY SUBGRADE PRIOR TO PLACEMENT OF THE PAVER SECTION TO PROMOTE INFILTRATION.AFTER THE SUBGRADE IS SCARIFIED, EFFORTS TO KEEP TRAFFIC (INCLUDING PAVER PLACEMENT EQUIPMENT) OFF OF THE SUBGRADE SHALL BE MADE TO $jpNAL EN PREVENT COMPACTION OF THE MATERIAL. ��5 T 4. REFER TO ACHD BMP-34 FOR OTHER DETAILS. Permeable Paver Installation 100 1 Scale: NITS 114 OF 0 SON D19S 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL Construction Details By stamping and signing the improvement plans,the Registered Engineer ensures the Drainage Details District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E= Engineer of these responsibilities. zs BY DATE: C2m5O ADA COUNTY HIGHWAY DISTRICT EG EG A EP I , a-�a Sheet Notes: CEP - \\ 80 6 CCTHE III Lb 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =% � M/H �1�►� IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF - b MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAN D <Q CONNECT TO EXISTING DITCH I I I TBC• �rX 5'EZ S EZ NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • CONTRACTOR �5�� pS>> GROUP / TO VERIFY ELEVATIONS I III `1- 6y pF STA: 21+19.97, OFF: 16.50 R 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN `YJ o '" \ TBC:2525.64 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CIS - - N°r° r6SOZ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES I I �� 9 LL `'s DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT GIRR BOX 10 m o �o `'ok' 1 UDC3 02 LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE 24-LF OF 12-IN PVC AT 0.80% } 4-FT SQ BOX PER ISPWC SD-619 1 20° "� + r CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL o J STA: 12+90.99,34.45'L r o/ �cJ + DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO � RIM: 2522.92± 8 GI R / a j N EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE SUMP: 2521.21 I o° Q � R/ W R/W o CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR FIN IE IN: 2521.21, 12-IN PVC (S) -RA,y) GO7 1- r DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS y IE OUT: 2521.21, 12-IN PVC (N) 777 PRIOR TO DIGGING. e W.ACHIEVEMENT STREET I Q --- ----------- --- _____________ - J STA: 20+79.97, OFF: 16.50'R 3. COMPLY WITH ALL NOTES ON SHEET C1.00. STA: 12+87.50, OFF: 0.00' - 111 ■� TBC: 2525.80 BEGIN PROJECT III 4 °C W '�'12"W _'"' - =W- PRO�UbLU vv "W 811W "W 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST \ - - - ACHD ROW I I - Cl) I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL co m ao STA: 14+21.33= SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. - 13+00- 14+00 STA: 20+62.74 r - 69-LF OF 12-I PVC C AT 0.95% I I 3 \ `� - I Z - I 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. ss 8%S ss o� 8°S M 8"SS �S? 8"SS a -2524 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 9 I I I \ S - - WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 8 -- - - -----N--- - _------ 4 SLOPES. 22-LF OF 12-IN PVC MATCH EXISTING DITCH CONTRACTOR 5 STA: 20+39.97, OFF: 16.50'R TO VERIFY ELEVATIONS J'] .I/W R/W R/W R/W o� ti`� ` \ TBC: 2525.96 GIRR BOX0' � o `r ` N Roadway & Drainage Notes: �O - - 4-FT SO BOX PER ISPWC SD-619- - - - - - - - - - - - - 2 xo� G o SD SD STA: 12+90.89, 34.43'R I I `P<?' �J o \ 3. 2 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. RIM: 2524.24± III ��o�� SUMP: 2519.87 22-LF OF 12-IN PVC AT 0.91% - Grp- - C2.01 o ��- - - - - _ 2. REMOVE AND SALVAGE EXISTING INSTALL TYPE II SIDEWALK BARRICADE JOINT SCHOOL I WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE IE IN: 2521.87, 12-IN PVC S I I ��-s�,,o00 �� ```�' x �- i i O DISTRICT NO 2 III ( s N + �65G IE OUT: 2521.87, 12-IN PVC (N) 7036 W USTICK RD I I N OFF' r, THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE i \ �9� �`' DIAGONAL DECALS. NO PAINT. REINSTALL ON OPPOSITE SIDE OF STREET. APN:SO432427900 // PIPE /� GIRR GI -��C;Q; GIRR CO GIRR I GIRR - GIRR ( Z IE(E)12"PVC:2524.93' PTRT PI R PIRR , IRR \' IR g P R \ 3. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE PER ISPWC SD-1132B - + BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE O ■1 INSTALL GRAVITY IRRIGATION / N REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT PIRR / PIPE MATCH EXITING DITCH / 6 7 6 STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". CO 4. CONSTRUCT TYPE"H" PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH O TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED C Roadway Plan & Prof ile=W Achievement Street 0 20' 40' INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. - ADHESIVE MATS ARE NOT ALLOWED. Q10 Horizontal Scale: 1" = 20' 5. CONSTRUCT TYPE"G" (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. 6. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. UJ REINSTALL ON OPPOSITE SIDE OF STREET. 7. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL Q a HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE 2532 2532 RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, W. Achievement Street Sta. 12+2 - 15+00 "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". Q HORIZONTA SCALE: 1 20' 8. 8-FT WIDE GRASSPAVE MAINTENANCE ACCESS PER DETAIL 7 SHEET C2.01 CD VERTICAL SCALE: 1 II - I AND 6-IN THICK SIDEWALK F_ 2530 2530 9. REMOVE EXISTING 5-FT CURB TERMINUS MATCH EXISTING CURB CD CD M c? LLI Q + y rn U T L,cli z � N o = ' z 2528 CD -Liw 2528 = Ln cc o w CD IIIIIIIIIIIIIIIIIIIIIIII� + CD r M CD cor ti 1_ L ¢ co N Revisions 2526 0° J � N PROPOSED GRADE AT CENTERLINE 2526 1' `D "' STA: 12+87.50 � w EL: 2523.67 BEGIN PROJECT 1 g40 2524 0.40°i° - - ---- --- ---- ---- ----- ---- 2524 1 l EXISTIN GROUND AT CENTERLINE 2522 12-IN PVC CROSSING 2522 I GRAVITY IRRIGATION 1 2520 2520 �sZONAL ENG ��G\ST 109 1 2518 2518 s� �o ��T£OF0 EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION 9SOND19S AlCENTERLINE AT CENTERL NE 1 1/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 N N C\JC\JC\J ri r, Project Milestone: AGENCY SUBMITTALMN co � m m co r, N co N r, N N N N Ln N N C\J N N N N N N N C\J N N N N N N N Roadway Plan & Profile 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 W Achievement Street i L E 101C Sheet Notes: �,�_� li I I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE THE li CNi) IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC CITY OF �� STeO 2 1 \�S� �, I MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. LAN D Tq r3X JS08 `� 2525 0� J 3 w J N J I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • 9 98So �SO�.�S•0 LOCD Ui� -o 00 coo ccoo80 GROUP �? FF $0, Ln CON�_ N co N cfl N"' C\J �a� I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN �00�� t 13 � N `" N N r N N o N�� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO m�'� C SAP I �`L`°h� m o \ m o m _ m o � �� N CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES LL.- _ CD on c" \ ~6' ~6' ~6' ~ ~ mv�� `��, — — DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT 2 1 � O� � � N N � e; WE �o <r o� LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK THE Ca \ �N + + �+, I + `� w'�� CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL s I 4— �x a �N N N co '` �� DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO X _ m O 2 \\\ yti �� `Q \� \ �; �' F- N> II I o0o EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE 4 `� R M� R/W R/W R/W R/W R/W R/W rn `" D �" CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR co Q I DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS ---- - 2 + a �� PRIOR TO DIGGING. --- ----- ------- I C6 \\ ¢ - 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 20+00 �, 8"SS 8"SS 21+003"SS — 8"SSC-D 8" S \ 8"SS 8 S m I C 25 _ 'IF 22+00 8 SS 23+00 b SS 8"SS �6 6. 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 3 I I — — — I\\ I MTR 3kg4�i EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL �, Sip•2 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 2526 I STA: 14+21.33= N. Keklik Avenue 2525 I ��, "W STA: 20+62.74 81W M 8"W 8" 8"W „ 7� C=' 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 4 - ------ -------. - ----------_ --------_ ----_ ----------- \ 8 W 8"W I 8"W ` CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES ------ - --- - --------------- - --------- -- ----- ------------------ ` WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY R/W R/W alw R R o�w \\\\ / �°�� SLOPES. ION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM X / R/W R/W R/W aiw MA R/W R/W R/W aiw R R / M / r �/ Ll: EL T T C2.01 T ` N W O A- $' ■ - C C U_ o 0 0 �� 3 SAP 2� Roadway & Drainage Notes: corn oC' �rn U m ^ �—r d ® 30 — Lrnri co 6' 6' �6; M CD rn rn ti C � 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. NN LOo+ � + � + N + N+ N+ �T �N \ `\ N + N + c�Q ¢ N N N N N N N N Ln N c 'r'c"' 'C\Jr'ch C\Jyr 2. CONSTRUCT TYPE"H" PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH c% Cl m CIO M m m m m \ 13 TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED � � � ~`" c`) ~U) / ) \ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. m ) ADHESIVE MATS ARE NOT ALLOWED. o Ca o loop TIC \ ii i 3. CONSTRUCT TYPE"G" (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP `rT9•'�S� I �! SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE O ■'1 lop ��x 40r l■� FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE C�oi TB CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. \ " � t STA:24+45.17, 01 CACOD ■ 4. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC O SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH Roadway Plan & ProfilemN. Keklik Avenue 0 20' 40' 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. — also REINSTALL ON OPPOSITE SIDE OF STREET. Q Horizontal Scale: 1" = 20' 5. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". y W oa 2532 2532 �■■� N. Keklik Avenue: Sta. 9+80 - 24 00 = o HORIZONTA SCALE: 1" 20' CD VERTICAL Ej CALE: 11, _ ' 2530 -o 0 2530 CD N cli C6 LU Q ' N � .0 z C3CD J rn G w 2528 N � 2528 = J cc w � � o C1) N co J CD W PROPOSED GRADE AT CEN IIERLINE Revisions 2526 PC: 23+26.95 3:1 MAX -0.40% EL: 2524.89 2526 1 SLOPE -0.58% ----------------- 2524 —— _ 2524 EXISTING ROUND AT CENTE LINE ——__ ___ 2522 --- — ____---____ 2522 2520 2520 L �i pNA ENG ��G\ST 1•,� 2518 HIGH ROUND WATER EL V 2518 109 1 — — — _ 1114 qTE OF \pP EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION 9SONDE14 AlCENTERLINE AT CENTERL NE — _ 11/03/2020 2516 2516 Project Na.: 119192 Date of Issuance: 11.03.2020 a O N V CO 00 O N V co 00 O CV V CO 00 O N O 00 co 00 co r N c0 c0 Lr) Cl? N O C'� CX) CO r C+') N O 6) 00 00 N O m 00 00 I` cc L.C) T C'(J N O O O Cp �� C+D m C\JL6 C+D L6 C+D L6 C+D L6 C+D L6 m C\JL6 C+D L6 c\i C\JL6 C\i C\JL6 N C\i C\JL6 C\i C\JL6 C\i C\i v7 Project Milestone: AGENCY SUBMITTAL NC\J C\JC\J C\JC\J C\JC\J C\J C\J C\J C\JC\J C\J C\JC\J N C\J C\J C\J N LO N a N N N LO N N LO N N LO N N LO N N LO N N Ln N N Ln N N Ln N N LO N N LO N N LO N N LO N N LO N N LO N N LO N N LO N N Ln N N N N N N N Roadway Plan & Profile 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 N. Keklik Avenue i L E C3mO2 Sheet Notes: i�.� II �t 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =� � THE \ I I I I - I I I I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF CDJ OJ MJ ICJ OJ MJ rJ MJ �J 6)J LAND f o o r o 0 0 o 0 o r?o '�o o?o r o N o MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. Ln u? v Ln c�i • � v Lq L0 Lr) L� LO N �''2 � �CO �co �(0LL_ co N'6 N co N c6 N co NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. Nf N N N N N N Nr Nr NT II N Nr - GROUP ..� ..� .. .. .. .. .. .. L.L m o m o m o m o 2522 m o m o m o m o m o m C) `� m o 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ~Lf) ~N -~N ~N ~N ~N ~N ~N ~N ~N co M M , M M M co= M M II ! APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO 8 ccoo 00 co Oo � _i 0 o CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES I + + + + + + 524 - + + + + \ r LO LO cm co-2 co ,� ,� ao_ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT Q N N N N N N N N N N N c i �U c i �U) vim, U) 6 \U) U) \� ti CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL �`I)� �o� - � M1R �/W _ 1:R�-- R R/W R/W R/W MTR R/W R/W R R M1R R/W�� R/W M1 ji DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO MtA JW EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE + OR�� ----------------- -- N - - OR EXACT LOCATIONS A MINIMUM OF 48-HOURS ,.�:. .,.: NEC(OR 5 5) F 0 „W ;�'" N W ---------- g'W 8 _ a �r o�:"..... ... - ��&<W, �-�`"gW PRIOR TO DIGGING. 2524 3 W Spriggel Street sue, 25+00'- m 26+00 C5) 27+00 � a 28+00 3. COMPLY WITH ALL NOTES ON SHEET C1.00. �«� o -- - o. 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST _ n c STA: 26+22.04IJA 8"SS S " "S " 8"S, $ - S - 8"$S„ 5 "5 .., 8"SS EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 7 ' STA 40+00 r 3 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. ffff!'CC1\J a?- �� 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES OFF �� W R/W R/W R/W R/W R/W C J,-R/W Z R/W W R/W WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY RI I� c 33 - 8 Q� 5 y o DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM s ---- ti 6 0 6 �� :0000� �� o O co co SLOPES. 2 r R25% 2 ks `o � II U_ / / � C2.01 of 1 �°° -' �- PILl� PIRR LL IRR o 0 17 cO o cli M b - - _ - _ �� 00 o o r L6, Roadway & Drainage Notes: N + \ N + N + p\R ``� b C3.06 r, 6) o Lri L'i co L6 O LC)Lr) / ��O' r� j S .5------ VLJ N + N + N + N + S / V '• N N N N LO t` / LC)I� LO I` L0 00 OFF"25.22'� C \ N R �� N ��Q / � N N __ � N N N N 11 N N 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. Q/ ` `'' m� m� p\R m� h h, Sr, j on �iQ cam¢ m cn �cn F-cn /� C �R�'cLcL ham_ '-40�5 T �F-U) Im-c~n �� \ cn = / Q\RR h xo ,��'d \ L34 8C II 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH IQ�I m o TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED CID INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. �o o ADHESIVE MATS ARE NOT ALLOWED. mmi � ��Q. °' 10 'c�r,43 TBC 2S o- 3. CONSTRUCT TYPE"G" (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP 650LR P `.2523cr_ m .� _ OFF 1gSgS2 SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE O c l3q, 1 �r CD 5Z FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE 23 ZBr, R Z H Q i 2, Boa 5� TBC:2524.21 CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. I \-7 OFF 16 5�a4 \ .,cF 16 5�R cTA 40+94.19,OFF:14.50'L 4. NOT USED O 0 20' 40' 5. PERMEABLE PAVERS SEE SHEET C2.50 FOR DETAILS Roadway Plan & Prof ile-W. Spriggel Street = 6. 3-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-702R Horizontal Scale: 1" 20' Q 7. 8"W x 18"D RIBBON CURB EDGE RESTRAINT PER ACHD SUPP BMP-34 8. CONSTRUCT 4-FT TRANSITION FROM 3-IN VERTICAL CURB &GUTTER TO 3-IN REVERSE PAN VERTICAL CURB W !c Paver Notes: CZ = 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. Q a 2528 00 2528 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. W. Spriggle Steet: Sta. 24+00 - 27 co 0 = HORIZONTAL SCALE: 1" = 20' + N + 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A CD VERTICAL SCALE: 1" = 2' N N N 6' CONTRACTOR THAT HAS AN INTERLOCKING CONCRETE PAVEMENT F_ m w � INSTITUTE (ICPI) CONCRETE PAVER INSTALLATION CERTIFICATE. 2526 m J 2526 DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR O CD L.LI TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. � pC = PROPOSED GRADE AT CENTERLINE //� w Q PT: 24+64.08 �/� 0.82 Q EL: 2524.09 = z z o o.5s°i0 2524 0 2524 -0.40°� = w BOTTOM OF PAVER ROCK COD I ---------- --------------- --- L- -------- ---- ---------- ---- ---------- ---- 7___ STA: 27+60 2522 _--------- - __ EXIST114G GROUND AT CE14TERLINE EL: 2521.75 2522 Revisions 1. 6"TERRACE BOTTOM OF PAVER ROCK STA: 24+66.65 STA: 27+60 STA: 27+80 EL: 2521.25 BOTTOM OF PAVER ROCK EL: 2521.25 EL: 2521.75 2520 2520 2518 HIGH GROUND WATER ELEV - 2518 EL: 2518.23 HIGH GROUND WATER ELEV 2516 2516 jONAL G\ST 1� 109 1 2514 2514 s�gTe of \oP�o EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Jq NDES AT CENTERLINE AT CENTERLINE 11/03/2020 2512 2512 Project No.: 119192 co Ln Cl) Cl) LO I*_ M r- M O co M m LO N 00 r v Date of Issuance: 11.03.2020 M M O r N N Cl) LC) CD CD � r M ) O O Cl) N T O O W I- t` co co 00 O Cl) co 00 T O r c\i c\i c\i cyi c\i cyi c\i cyi c\i c,-i c\i c,.j c\i 'i c\i c,.j c\i c\i c\i c\i m m C0 C0 �; Project Milestone: AGENCY SUBMITTAL N NC\J NC\J N NC\J NC\J NC\J NC\J N NC\J NC\J NC\J NC\J NC\J NC\J NC\J NC\J Ncli cVcli N 3 LO Lf) Ln 11) Cq U') 11) LO LO LO U) U') Lf) U') Lf) U') Lf) LO LO Ln Lf) U') L!') Ln Lf) Ln Lf) Ln LO Ln Lf) U') Lf) LO Lf) LO Lf) LO L!') LO L!) a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 W. Spriggel Street E �Z d C3mO3 EMERGENCE ACCESS DRIVE SEE SHEET C2.03 FOR DETAILS Sheet Notes: = THE1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE 1rI / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND II �' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. J �J C,flJ UJ CV J rJ �J 00J o i �, N o � � - w w rn - � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP cv � o o To No �o � � U -U o U)U? ,riU? c4LO co cow i C2 M �- N� UCfl LO - LCo �� N CO c4 C", N °",� N ; "', N LL- N NLL- N 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o II m o m m o m o �5`t� m o m o m o cis APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO cli ~ ~ ~ ~ ~ ~ ~ m CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES coo II oo .`,' � w w rn oM ti o_ Co- /� DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT N-- '� / COO G\PR -' rn m o + 2527 _-- �"-- LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE Cv N CO N N N N M M CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL N i CO 3 — CIO �� ,� / DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO R/W RANCl)MT 1VJ R/W R/W R/W /W MT W R/ R/W R/W MTR 0 00 /W R/W — — — — EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE r7 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR N + A N DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 0 5 811W 8 W � 8 ' 8 W g W ~ Q`� �'� - PRIOR TO DIGGING. �� / C-D ` I 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 28+00 4 W. Spriggel Street 29+00 m 30+00 2�26 I a,`L4' - 2 CA) I— 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST - ry EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 3S X$"SS "SS 8"SS 8"SS 8"SS 8"SS \ S�P'3� — — — _ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 5 2526- .. N 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. p1 STN.3p,53.17 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY R/W W R/W R/W /W R/W /W R/W R/W R/W N DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM o� cc d ` \ 4 SLOPES. Lq Co co 0 0 ��2526 0 \RR co 3.05 r r \ II U- �. o N C \RR c2.o1 U- o , Roadway & Drainage Notes: �O 0 0 /\\_\/o o d C r� Nr I—o mC:T \To MO��" G� + �`Q` \Lri C° cri o cri CO L6 o / c6� cow N o 5 23.5' N + N + � N + N +; N + N + M �N. , i 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. N N II N� �� N Lo LO C\J� N N C\J N N 23.5 00 // cJ 2. PERMEABLE PAVERS SEE SHEET C2.50 FOR DETAILS N co m� p\RR cL`ol x0�' C/) �Cn �cn �G � c co 2526.95 CID � CO i 1BC'. 3. 3-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-702R CJ STp.31+00.59,OFF'.16 50 L 4. 8"W x 18"D RIBBON CURB EDGE RESTRAINT PER ACHD SUPP BMP-34 Z CD CD _ �i _ _ — — — — \ 5. CONSTRUCT 4-FT TRANSITION FROM 3-IN VERTICAL CURB&GUTTER TO �1 / — N / ti52� N Q\ — — — -2526 \ 3-IN REVERSE PAN VERTICAL CURB II � � cc _ cs _ — _ � d tJ \ EG _ CA Z 0 20' 40' :21111 alm Roadway Plan & Prof ile W. Spriggel Street Horizontal Scale: 1" = 20, y W Paver Notes: _ 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. Q a ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY 2532 W. Spriggel Street: Sta 27+80 - 313+60 2532 2. IS FULLY EXCAVATED. = o HORIZONTAL SCALE: 1 201 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A CD VERTICAL SCALE. 1 = c_r r CONTRACTOR THAT HAS AN INTERLOCKING CONCRETE PAVEMENT ti � INSTITUTE (ICPI) CONCRETE PAVER INSTALLATION CERTIFICATE. 2530 CD o 2530 DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR O oM �' ¢ N TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. pC Q QN � U y wo + NN o — 00 mJ CDw = y z QN CD W � Q Cn " Cn m J LO = z 0 2528 o w-----PROPOSED GRADE AT CENTERLINE PT: 30+53.17 2528 = o W PC: 30+17.82 CD EL:EL: 2526.59 COD 0.70% 0.40% 0.46% Revisions 2526 2526 1 0.82% --------------------------- 5 4 _�_ _ 524 EXISTING GROUND AT CENTERLINE I GRAVITY IRRIGATION STA: 28+01.25 18-IN PVC CROSSING 2522 EL: 2521.75 2522 BOTTOM OF PAVER ROCK 2520 2520 NAL G\ST EL: 2518.36 - - — — 109 1 2518 2518 HIGH GROUND WATER ELEV OF JgSO EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION N DEN AlCENTERLINE AT CENTERL NE 11/03/2020 2516 2516 Project No.: 119192 r v r— m o cnn v c'Y) N N Cn r` Date of Issuance: 11.03.2020 N Lf> r- to o W N Cl) O r N Lf'> CD I� 00 � 00 W C\J m L6 m L, m L6 Li v LO co 3- � co v co v co v co v v Project Milestone: AGENCY SUBMITTAL NC\J N NC\J NC\J CVC\J N C\J N cV cV NC\J NC\J N N NC\J N 3 a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 W. Spriggel Street E �Z d C3mO4 v N - Sheet Notes: ��_ � � I '' " T H E — W � ° N I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE � ��' J r J ('� ,I� - co J D N J J IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF O� ND �� BLAND coo N ti o ti'r' -' ti"' mod` LL "' ""' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. t9 \ NCO L17 NCO O NCO N CO 3 N N Cp N • I C111N T N N T a N r ° 3 N r I ~_. N T .N T NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. -on C co CD GROUP C �i v i c�Lei c�i (L LU_ �c�u= m ~ ~ CD C r �� ~C �� ~C I w ~ i ~ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN Co. L" L" L" I �� o APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO o co oN + + + N 2527 CC I N N + CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES co M I M I'c co DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT CD�, , F I _ ¢ LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE I N � W — — (n C" C/O M/U I�UH M/ 3 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL MiR r /a ��M/!1 �� /H T M1R IVIIa co ,,,, !1 DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO + / EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE ---M --- --_ - ----- ------- ------- CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR M�8 DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS MiR - � _} „8 N M11B �' N Alameda Creek �� _ — — — -2528 / PRIOR TO DIGGING. a T8�252�2363 s I U 31+00��252T Avenue — — \ — O 4 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 6SS OFF i �'d. m — cr= -7 r,s SS8 SS8 `' / o - SS 8 SS.8 S 8 N SS8 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST + EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL co to I 1I N I I d r's� -- _ 3 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 2 2 = a 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. — — STA; PC STA:30+ � I '�� i � TBC; 30+10.18 OFF. 17.82 ev s> M/ld CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 2526.4g 16.5� ' s� 252 Q ° ` `L4' s� �, WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY LO "' DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 7 co SLOPES. I� P I 1 �t �� C2.01 o 0 ST ,� I o J� ,� • 0 00, 00' �s s \ N — C �M, °� NOW I' o�I F r `'sr sso� I �6�5 I �' J�H 4 5, OFF: 14.50'R— `'� o� N+ + Roadway & Drainage Notes: �0 Ii X _ _TBC:2526.58——L�9 N; r I F �Sp, I c,' pF�' bb1d I N �� STA:45+55 m 7 m¢ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. y II �� Llbld QSx� 9ti 84, OFF.• 14.50'R cn ct cn — — STA: aid — --P' S0'�O 50� TBO:25 / 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD 712H WITH 29+70 32 ► b`dld _ _ \ c,� `L ,�6• 26.55 / TBC:2526 29 OFF, 16 50'� STA:29 O ��G OFF' _ ___ / TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED I OFF. I i 80T8C; 16. R cc \ x5 ` % I INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. MIJ mow 12526.34 rt �p.p5�2616 O , 2S2 j\ o, ADHESIVE MATS ARE NOT ALLOWED. CC - 3. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC co y a Y 1 \s CC �� i — — SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH O �1 406 � \ _ — 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. rr °° gC:21.50'R _ �� — d - ' \ Q STA:45+15.84, 526.69 oyo \ — — — — �' o REINSTALL ON OPPOSITE SIDE OF STREET. CA cr co . - - — 2526- �— 1 \ �� I I T 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL O STA:45+16.01,OFF:16.50'L � HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE 0 20' 40' RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, Roadway Plan & ProfflemN. Alameda Creek Avenue "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". Horizontal Scale: 1" = 20' C CA � W CZ = oa 2532 2532 N. Alameda Creek Avenue: Sta. 30+60 - 33+00 _ HORIZONTAL SCALE: 1" = 20' N T CD VERTICAL SCALE: 1" = 2' CO W N CD2530 CD w 2530 y■■r y LQ wo EXISTING GROUND AT CENTERLINE - c" Q z z o 2528 — ——— —— _— 2528 = LO E o w 0.40% / / PROPOSED GRADE AT CENTERLINE Revisions 2526 / / 252610, 1 loe loe 2524 2524 2522 2522 HIGH GROUNDWATER ELEV :�,_ 2520 2520 jONAL Ly,N� G\ST 1 109 1 2518 2518 s�gTe \oP�o EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION JgSO of N DES AT CENTERLINE AT CENTERLINE 1 1/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 M ~ a 00 O7 M CD r F, 07 N M Cl) N r L[") O LO M CO O) t` � 6 Lri � Co „ r— r` 00 00 co 00 0o r Project Milestone: AGENCY SUBMITTAL 3 LO LO LO L, LO L, LO LO Ln L, Ln 11 Lo L, Lo L, LO L, LO L, LO L, 9 a N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile M 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 N. Alameda Creek =E Avenue F E z �Zd C3mO5 � �STA:43+03.67/OFF: 16.50'R - - � Sheet Notes: `� '�= 0 TBC: 2525.75 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE rj �� THE �� i IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . rr� N aft � � STA:26+ � I = y � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • STA: I I I - - GROUP `` Tg . 248p 3 ' 1 l l 2� 00 s Q ` 2 OFF 6 50'( / a� T�FF r6 5 pR T�Tq•�2 C .07 Q E 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN S 11 C.25 82 C SAS �O ME APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO s C pg 6 50R 4 Sow C `� CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES +75 44 1 4 61 I T o o T o S r6 DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT o � � � , Lq .,. OFF'. LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE / STA.26 TBC.252 I o N N N'r? `�,2 3TA:42+62.05 '� 1, �, r r ,�,_� CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL / 3 \ C-3,L C-D,L `� _ _ _ _ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO LL LL �, A STA:42+63.67, OFF: 16.50'R o m o m o °C \ TBC:2525.59 - - o� EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE \ 2 \ \ O p .; - I CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR N / �O 'oe _-�+ L o° DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS STq:26+4p N 4,"' 1'` + + / / PRIOR TO DIGGING. TgC.2524.3332' OFF 1650' l ��r `1 Q' 3. COMPLY WITH ALL NOTES ON SHEET C1.00. / MrR -� 7 /U M/H MTF mid STA:42+46.94, OFF:20.14'R M„ d' I TBC:2525.50 / ac 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST ___ 15 1 o EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. N 6 M 8 N■ 2525 °Bold Stripe _ _ _ _ _ 5 ��8 / 40+00 S � 4 �e _ _ _ 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00/°. S„8 41+00 0 42+00 ��, I ` 2526 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES - `� -- \� ; °C -m Avenue - ��. \� � cc WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY STq: / STA: 26+22.04= / `r SS��8 -M SS�8 S „g I ` °C DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM \ N c� 26+ �, TBC:25 p 32 pFF, / STA: 40+00 PC STA:41+91.44 24.pp 165p� 5M 7 '. SLOPES. R ww'' -- - - ------ - --- �.i -- r o'N �f co *b W s� , ,.. -� I Roadway & DrainageNote s: �O M/ aiw M/H Iaiw �I �/ - - - cc - - - ` x o 0 0 °C M/Hxj - 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. y y �d Q� N Ln u' o� 2525 0_ f. 9 - - 1 cP� cc ,9� Lo N - �\ U_ o � �� ,� A IxI 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH o cr o o Ci2,01 0 C? oc f TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED \ l 2SX89, ��' j �s��`so. o N 2524�N r o �`s�s�j I INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. \'STAi �o. 9 o .O 5 � 3, I s -co N + N A ADHESIVE MAT ARE NOT WED. Tg 6p C3 OFF I `Sp �n O N LO 6' s z� II S S 0 0 C.2523.9732 OFF• 16.5p, T8C 766 , v� �' 'N o+ N + + I 2S O,q s N� vQ N� N� N� �' cD i I v I I 3. CONSTRUCT TYPE G (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP / �2392 m� HCn F-v° C/) C/) m`n r \ I SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE O FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE a \ I oc CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. i CO a- CA 4. PERMEABLE PAVERS SEE SHEET C2.50 FOR DETAILS O 0 20' 40' 5. 3-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-702R Roadway Plan & Prof ile-NI. Bold Stripe Avenue = 6. 8"W x 18"D RIBBON CURB EDGE RESTRAINT PER ACHD SUPP BMP-34 Horizontal Scale: 1" 20, Q 7. CONSTRUCT 4-FT TRANSITION FROM 3-IN VERTICAL CURB &GUTTER TO 3-IN REVERSE PAN VERTICAL CURB mime Paver Notes: W Cc 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. Q a 2532 2532 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY N. Bold Stripe Avenue: Sta. 40♦00 - 42+80 IS FULLY EXCAVATED. HORIZONTAL SCALE: 1 = 20' 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A CD THAT HASVERTICAL SCALE: 1 = 21 NOSTITUTETOR(IC ) CONCRETE PAVER L INOCKING STALLATIONCONCRETE CERTPFICAME NT F_ DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR O 2530 2530 TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. Q _ y wo co rn � c~fl U Q N � z 2528 � L m J 2528 o CwC p 0� C./) N �' LL CM3 � G + m -Li� + C7 W O Cb M M CN ") "' N PROPOSED GRADE AT CENTERLINE PC: 41+91.44 PT:42+62.05 Revisions " "' m � EL: 2525.25 EL: 2525.67 1 2526 CD w 0.40% 2526 0.59% 0.78% 2524 0.20°i° I _ -- -- ----- ---- ---- --- ---------- 2524 ----- ---- I EXISTING GROUND AT CENTERLINE 2522 I STA:40+94.19 2522 _J/'EL: 2521.25 PAVER 0 BOTTOM F ROCK -T 2520 HIGH GROUND WATER ELEV 2520 STA: 40+94.19 ��SZONAL �y,N� EL: 2518.15 0\ST .l•,� _ - - - - 109 1 2518 - _ - - 2518 s� 10 qTe OF Epp' EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION JqN DEN AT CENTERLINE AT CENTERLINE 11/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 a LC) N r` Cl) (m V O U') CO O N V r Lf7 V CO cor` O co CD N r co co U_" CP) r` O Cb r` O r` ti co O V O C!") CD T ti N N N CV M co co co co co co ri v Project Milestone: AGENCY SUBMITTAL N MC\J N MC\J NC\J NC\J N NC\J Ncli Ncli N 'n NC\J NC\J NC\J NC\J N L6 N L6 3 LC) LC) LC) LC) LC) LC) LC) LC) Lf7 Cf) LC) LC) LC) LC) LC) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 N. Bold Stripe Avenue E �Z d - C3mO6 Sheet Notes: ..� �.►.— `�I �`?p `� PT STA:30+5 �� /�� N N I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE 1rI T H E IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC CITY OF co cc °o� o, MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . L AND NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • C U V _ - GROUP CM co_ �� 50 I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN _ I E G EG -� EG I I I G 2�2663 � ; APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO A TBC: 2524.86 oc -- - - 23.5 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES -- m 47 R/W � ';TA-. . 41+.r,1.43, QFF: 1 R.5fl'I °C / °� �,�P• ? i DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT CL rn I LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL a -2525— 33 BC-BC DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO y - _ _ �2525, PIPE i o ; EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE k CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR / SHED \ IE��)121'2524.74' cc cw + crI m GIRR I GIRR I °C _ _ _ i DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS C�IR I GIRR -GIRR "' i - _ _ i PRIOR TO DIGGING. �T8cc 02 CD No �0 0 S'j C2S2 �R IIN L N / co co Lo cfl,r, ��'� II A 3y �Og o0 3. COMPLY WITH ALL NOTES ON SHEET C1.00. � Nr NT- EG � EG NT N� N� 2526 av 9 TBC: 2525.17 `�'o / h - - - - c� c'� -)� m ��L � s �? ' 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST STA:41+91.57, OFF: 16.50'L moo• / F-o PIRR m o m o ° ovo o m o o v. F _ _ _ rn 6,\ sc,6,xj SSOR � EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL + `� / `') o o 0 of •o - SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. `�' ° + + + +— - � Co w Co Co LO j, �� /925, i 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 0 6� // Gj ' CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES MTR N �N N �cn �� i l I WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY ��- R/W R/W R/W R/IN R/W MTR R/W / R/W -R/W MTR R/W i A TA DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ss ��h ------ --- --------- --------- -------- - ---- --- - ------------ - - 811W 8„W m U? 1= 2 - _ - -2524- - 2526 W. Achievement N 8 W 811W 811W � ■ - - PT STA: ��+62.05 ,�,_ / Roadway & Drainage Notes:43++0 0 44+00 �cu 0 46+00 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 811S o 8"SS 8"SS g"SS / \ 8"SS M „ S I ,S ° ?��, /252a 13 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH Cl* ' 2526 / M 43 TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED N / 2 _ I AND SET INTO THE CONCRETE -- ------ NUNN STA:31 ADHESIVE MATS ARE NOT ALLOWED. R/WR aiw /VII R/WR/W " d _--- i)n R/W R/W CIOR/W eiw R R/W R/W oc c ` °p T /O oc o O R 1 DI O f's /O II h l O 2 I I O L!7 L!") /O O CD gr � r L!') Lf•) d' O CD N 0 C 0 l w _ �� 0 I ti5 G 0 0 0 " '_ / o o / M CL O ca NCA b W I _ Co cflL's o N� C�� o N N N � N + N + N + N + N + 252s N + N + N + pop C� / LO N U')N .I �-L")M LO M Lf7 M LLL...LLLJJJ LO L[�d- 'O tl' N�1" C3 `�'� "'v c"v Nv N� �N� Nv I �r / mQ mQ a 05 ci¢ c�¢ 'c�¢ C�¢ ' N + / CO fS) mE— m� m� �c�n cn mF— m� �n�n �6 a f--V� H� H U:) N I srA:32+2 �■■7 I I I I EG `�' CID CD N E �+ SHOP N `��' E � � N �I r I � I N I I I I- 0 20' 40' Cc Roadway Plan & Prof ile W. Achievement Street W CZ C Horizontal Scale: 1" = 20' cc 2532 2532 � W. Achievement St: Sta. 42+80 - 46+20 _ HORIZONTAL SCALE: 1" = 20' o VERTICAL SCALE: 1" = 2' + � N 2530 — Q � 2530 �■■r co (!� N � � CAw C/) N C3 W Q 0 m c7 Q U w � z Q z o 2528 — 2528 = o w PROPOSED GRADE AT CENTERLINE 0.40% Revisions 2526 2526 1 EXISTING GROUND AT CENTERLINE 2524 -—— ——— ——— 2524 GRAVITY IRRIGATION 18-IN PVC CROSSING 2522 2522 HIGH GROUND WATER ELEV — 2520 _ - - - - - - - - - - 2520 — ��SZONAL LNG G\ST 1� 109 1 2518 2518 s�gTe of \oP�o EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION JgNDEN� AT CENTERLINE AT CENTERLINE 11/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 a V N OCO V CV O M CO V N O r— CO O O N Cl) LO ti r N 00 O ti ti W O � O CO O r � r O O O O N coM � Lf7 O r` r` M O N v v v v LO LO LO LO LO LO ,� ti � Project Milestone: AGENCY SUBMITTAL N C\J N C\J N C\J N C\J N OC\J N OC\J N OC\J N OC\J N O N OC\J N OC\J N OC\J N OC\J N OC\J N OC\J N OC\J N ~ a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 45+40 45+60 45+80 46+00 46+20 W. Achievement Street i L E F E z �Zd C &07 \ ' i I , Il I ' '� I� _I i x Sheet Notes: N I IIII rn I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r/ � T HE Lam" I I I I I I I a' rn IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF N LO �, c`"i, N °T MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. W.- RAND II II I . N I N IN � = s NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. - GROUP I III N GIRR GIR.I. z zo 0 o N �' o `' 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN a w I GIRR IIII w I 00 00 - I - - - - - 00 LU ^ �„ APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO w w ^ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES d3 I I \\ \\ X X X X _ X X X X X X X X X X X X X X X - X - X - X_ , �X - X X - _2528 X- X2529X - X - X=� w - z w DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT \ \\\ � / / i - - - _ _ _-_-_ 2526 - - -2527 - - - - - - _ - v - / I- - __- - - -2523- - - - - - - - -2525 - - - - -� / GIRR d o y LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE - - - - - - - - - - - 2524- - - - !1 19 --or g 93 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL _ -- 93 I- 3 - 3 J3-_ - 93 - - - _ _ -93 _ _ _-�J3 - _ - -9 - �3- __JOB - - 6) - d3 -d3 - - - �3 d? - d d3 - d3 _ _ �i- - - - d-3 d3 N d3 d= DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO -- -_- 3 d3 d3 _ _ - - - - -2528- - � w, Un EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE \ I , 2526 252� EG:2528.37 a X EG: 2530.34 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR M M --M M M- -M M EG: 2529.92 MJX 34+00- 34+26.94 EG: 2525.77 EG: 2525.91 M M EG: 2526.59 32+00 0 „ , i 33+00 73+ .� - DIG-LINE 342-1585 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 30+00 � ,31+00- ' SOO 32 39 W 341.62� _ � _ - _ - I N - I ( ) o EG: 2529.21 0 PRIOR TO DIGGING. \ o EG: 2527.41 Co EG: 253O.24 0 � I 4 \ o o EG: 2530.35 r \ S .r SS T EG: 2528.27 �? S r SS EG: 2529.76 yEG: 2529.07 r 3. COMPLY WITH ALL NOTES ON SHEET C1.00. SS SS DS` EG: 2526.34 EG:2527.21 - - ---- _- =-- ------ ------------- �---- -----8 i -- - -dd3 ` d3 a `s�' 13 3 3 S� o d3 d3 d3 a' od3 d 2S d - - �� = ? o - c. S ,OFF:23.00R o 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST I / o EG:2525.72 o STA: 30+75.60, OFF: 23.00'R_ 3 26 11 �j o- - N`�3-N- - - 11 _s2�= N _- `J3 11 - mil- 6 3 - - 11 NJ3 93 11 9 - N N� _- �� oSTA: 30+52.70, OFF: 23.00 N 11 - N-TBC: 252y.92 ��- _ "' N z - - - N - - - _ - - TBC:253O.442S3o --- SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. FILL 12 EDITION OF THE ISPWC DIVISION 300 AND SD 301 BEDDING AND BACK TBC:2525.80 - - - - -- - - -II- - - - 22.68' - - - - - VMVW - - _ - M/f3 MAd X ' X d - - _ 2527 - _ 2528 - oo STA:33+00, OFF: 23.00'R - STA: 33+50, OFF: 23.00'R -_ - - 8 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 2525 - - -2526 - _STA:32+00,OFF: 23.00'R- I - - - -_- i- _ 5 J - - - - STA:32+50 OFF: 23.0O'R M - ElEllg >3li19 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 13 2526 TBC: 2527.41 11j TBC: 2529.27 GIRR TBC: 2529.96 I al9 WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 10 - r ,,, T �2529=jj R wRR 12 10 TBC: 2528.47 12 �! `�""' / I GIRR �s z STA:31+36.60,OFF: 23.00'R o - - - "g0 - 13 -_ - 3 DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM _CL `'8 8 I 8 IL 2 TBC:2526.36 - - - �- - - -- _--- - `L w 7 �h - - ___- _- - - - --- - - - - - - -- - - - 25 C L1J - 3 I o � °� � z - a -- - - - - - 7� - - - -- - � ,- -^- - - - - - - n`b _ 7 - ti�� w 2528 30 2531 - j - M -CV- U') - - - -- - - -- - - - LU - - --- --- - �---- - - - 11:11- c�i N \ - --- - --- - - cc j - - - - � ' - - �� --°�-/ , - -- -- - - - I - �� / �_ I \ \ M m M M _ - - h � Roadway & Drainage Notes: �0 { b \ v / �/ - - - - - 10 - - - - - - - - - Ln \ 2 - � 00 � ''' N LL' L'li 9 cn - - M - -I- - - - - - - - N S28\ v � LO 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. LI: I O / ri - - - - - - - - - I -L- \ U_ N N N U_ 1 6j LL. \ LL LPL - ll _ _ _ 00 o o /ll I / o/ o I �0 3 �o\ \ o N o - - - - o+ - 2. CONSTRUCT SHALLOW INLET PER ACHD SUP SD 715. // / / �, / / rr��1 CO LfJ O \ N + M �N\ \ C0� / I � �`O\ 0? N OMO. + N + \ ao r 0o )C0 NM - - - - - - NL!") ti / I "� / / + N N N LN N C2.01 N M z v, N`'' ,.,., --Q 3. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC +\��\ N + // 'r T \ w `-" w \ m N v c�i�c i SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH N M I / I�� N M I I / N¢ t9 N Q \ U M co oO a0 / /'/ < / 3 / N F Cn U) \\ cr,co \\ \ ccliw ccli w I 6 INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. Z MMI / �� U)� I l \ L) z col \ \ \ \zo 1 4. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER O In crcor \ \ - - Cs TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT N CL I REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.ALL PAVEMENT MATCHES CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN O ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION 0 20' 40' OR TO USE THE FOLLOWING: - Roadway Plan Prof ile=McDermott Road PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.5 INCH (1/2") Horizontal Scale: 1" = 20' MIX, PG 64-28. FIVE INCHES (5")THICK, AS A MINIMUM WITH 4" OF Q 3/4" BASE AND 26" OF 6" MINUS PIT RUN. • USE WHICHEVER PAVEMENT SECTION IS GREATER.ASPHALT PAVEMENT REPAIR SHALL CONFORM TO ACHD POLICY AND ISPWC STANDARDS FOR STREET REPAIRS PER SD-303. 5. VALLEY GUTTER PER ACHD SUP SD-708. 6. 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701. W Cc 7. 5'CONCRETE SIDEWALK PER ACHD SUP SD-709. C 2536 McDermott Road: Sta. 30+00 - 34•�60 2536 g. CONSTRUCT 5-FT CURB TERMINUS PER ISPWC SD-707 a_ HORIZONTA SCALE: 1" = 20' 9. CONSTRUCT SIDEWALK WITH PORTLAND CEMENT CONCRETE PAVEMENT, 0 VERTICAL SCALE: 1" - 2' CLASS 4000A, 8"THICK a) o 10. CONSTRUCT BIORETENTION SWALE PER ACHD BMP-30 2534 2534 11. CONSTRUCT SHALLOW INLET PER ACHD SUP SD-715 CD p 12. CONSTRUCT CHECK DAM PER ACHD BMP-30 y p U 2532 2532 13. RETAIN AND PROTECT EXISTING DRAINAGE STRUCTURES 2i Q z o L-0 LU o w COD 2E 2530 __- -- 2530 Revisions 1. EXISTING GROUND AT CENTERLINE _ 2528 _ - 2528 2526 ___- - -- 2526 PROPOSED LIP OF GUTTER 2524 2524 5vo L C3 ENG ��G\ST 2522 2522 109 1 s/ o EXISTING GROU D ELEVATION PROPOSED ELEVATION 1 OF \pP� AlCENTERLINE AT LIP OF GUTTER 114 DEN 2520 If 12520 11/03/2020 LrJ o ao 0 0 00 v 00 00 o M o_ oo N N Ln o Ln o 00 N m M 00 o r` N v Project No.: 119192 6J L(J CO CO 00 O I` LO M co CO 0) N LO I� O LO C J LO �j Cq Cj C J Lf7 CO Lf7 C.0 Lf") C.O C0 I` CO � � 00 00 6 c0 C6 O� DD O Qj Cn O O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N co N co M Cl) Date of Issuance: 11.03.2020 a CfJ CfJ CfJ LO LO Ln Ln LO LfJ LO LO Lf� Ln Lf� Ln Lf� LO Lo Ln Lf� LO L, LO L, LO L, LO L, LO L, LO Ln Ln Lf� LO Ln Ln Ln Lf") N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: AGENCY SUBMITTAL 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 Roadway Plan & Profile McDermott Road i L E C108 EP EP `, w N N n 41 ° 2 0 PAI Sheet Notes: Q � N o M T H E o w O 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� PAD: 2524.70 = o IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF CO + cc CJ MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAND �• / a Q I r Q / Q c, N �, � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GLEN _ - GROUP w N o 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO C0 J CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF co EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES "' -o o 2 00 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE N y G1 + PAI OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE R T O ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE R/W R/W R/W R/W i� C" i o) _�l APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT R/W R/W R/W R/W R/W R/ a + °C °o LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. — Q y — — — — — — — — — _ C f02 w_ 3. COMPLY WITH ALL NOTES ON SHEET C1.00. `.rr - r `v 00 --- -------------- ------------— �, 1 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EG EG 12„W EG EG 12„W EG EG 12„W � � a 8„W 8 W 8 W EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACK FILL . U) SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SSMH 13 — — — — M W Achievement St o � 2 0. PAI 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 12+50� 13+00 T p ; O CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO J SSMH-02 8"SS 8"SS 8"SS SAN c° 8"SS 8"SSI 8"SS N 3 c"'o CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO - EG EG EG EG EG EG 4 119-LF OF 8-IN PVC AT 0.40% 14+00 + � � NOT MATCH PLANS. EXISTING -�- STRUCTURE N co 23-LF OF 8-IN PVC AT 0.40% �y < � �! LU -== -- ------- _— CD 7 14�1 C4.02 R /W R R /W R/W R/W R/W R/W a n 00 Keynotes: X vn SD SD D z 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 � O° 2 i PA[ W : � 9 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET C1.00 Sewer Plan & Prof flemSewer Line A 0 20' 40' 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 Horizontal Scale: 1" = 20' Z 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE O n 2528 2528 SEWER LINE A: Sta. 12+20 - 14+60 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' �! 2526 2526 PROPOSED GRADE AT CENTERLINE mime 2524 r ----- ------- -----� ------ ————— 2524 ---- W �vlcr'NG GROUND AT CENTERLINE 12 IN PVC CROSSING � GRAVITY IRRIGATION Q 2522 WATER 2522 �..r y �8-IN PVC O 2520 2520 o O y LQ wfm cD z 2518 2518 = z v = CD ow Revisions 2516 2516 1 2514 2514 2512 2512 2510 2510 EXISTING O ZpNAL 23-LF OF 8-IN PVC AT 0.400 119-LF OF 8-IN PVC AT 0.40% 0 2508 s 2508 109 1 s o > �> > ,gTOF \0 U qo DESo - ao cn > > z �� 00 Oo U a- C z o � - 6� _ 11/03/2020 2506 1 z ao CCD - O° o T- 2506 Project No.: 119192 ZoM C'O a0r r` MO N2+C'JO Oto~ ter` - r N oorc o oo Q�n�LO � `" T Date of Issuance: 11.03.2020 a �W��MN N OC)N UUOo 117�Cj 2 rNN N H S ri°O 00 0� in CSC7+NN z z =o a Project Milestone: AGENCY SUBMITTAL (D QJ2 Q N r zzNCLn •• EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION CnOo� — — W Z�C\JU)N N .._ ��TN� (./) C./)Fr W W 0 a �zT`" �')r')Q�o AT CENTERLINE AT CENTERLINE Sewer Plan & Profile cn—Q z z o rZ XXW—W W 2504 w U�w w w o WW��— 2504 Sewer Line A � m �co co O 6� r 00 co00 W N M 00 N M N M N N N N N N rn co co L6 lf) Cf) LN Cf) LN Cf) LN Cf) LN X) LN Cf) LN Cf) IN Cf) N N N N N N N N N 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 CC01 ��o I I I Sheet Notes: a w I I O q, 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r_j � � T H E= y PAD: 2524.70 PAD: 2524.54 PAD: 2524.38 PAD: 2524.22 PAD: 2524.08 PAD: 2523.85 PAD: 2523.70 ��'�°' IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAN D �`�' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . 0 1 LL_o Q PAD: 2524.33 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. � A GROUP I O I O O3 O3 3O I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN v I v I � I N I N I � APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO - + J `"co + J o J 0? "' m c CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE J ti CR /C4.O1 li I Q N o ¢ N CR N N�, N N 6; N �;n' N N r N � o - - PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF _ _ � `L w_ U_ Q " "' Q 'LL_� N a NLL_ Q �_ N "' u� EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES _ U) .. c eQoo/ I E VOva \�j o cn o w "' o w "' o w "' O 11' `U) o "' c~n o w' I z TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE co GG OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE i Cn \ MTR I " ,`Q,�'� ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE Cn \ MTR J ' I oo \ R MTR R/W R/W R/W R/W R/W R/W R/W R/W R/W ° 3O �4�p,\'� APPROPRIATE UTILITY COMPANIES OR DIG LINE (342 1585) FOR EXACT \ �x,�. LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. --- --- O 9 ------ ------ -------------------------------- - 0 O pro --- ---- --------------- w ��P� PAD: 2523.82 ------- I O 3. COMPLY WITH ALL NOTES ON SHEET C1.00. --------------------------------- 2rrni0+00 56 LF OF 8 IN PVC AT 0.60°/ 1 21+00 2 22+00 2 23+00 2 2 9� 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST "55 "SS 8"SS 8"SS 8" S 8"SS 8" S 341-LF OF 8-IN PVC AT 0.86% 8"SS g SS g SS c'X 2 EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL FSSMH_01 SSMH-02 - - - - - - - - - SSMH-04 r2 �o - SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 2 � MTR L(7 2 2 ■ 2 1 -6o \\ O N. Keklik Avenue PC STA:23+26.95 2 SEWER LINE Al O N J 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 8 W 8"W 8"W $" 8"W J 8"W 8„W STA:24+03.18,OFF:0.00, � ao CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO `" `" r CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO 8"W 8"W ,_LL �� 2 a � N -------- --------------------- ___________ _________ ___ \ c~i� o w NOT MATCH PLANS. -------------------- -------------------- --- 25-LF OF 8 IIN PVC AT 1.00% N ---------- PAD: \ O k R/W R/W alw R/W RN R alw R/W R/W R/W aiw R/W R/W R/W R/W aiw R/W R/W RA \ SSMH-05 M `o o co C4 C3\ ` Keynotes: i N M � �cy; � �� ' I' i o o + `c' + M + o� c� OC o Ln co blry \\ � 3 - - 7J N CO LN[� N M N O 00 O O + 0 + 60i + ti + OC �? \ Cn L' I ¢ � N I ¢ N I N �, LO I �, M U I N o w I N CO o> N 80 rn M \\ �" 1. POTABLE WATER MAIN CROSSING SEE SEWER NOTE N0. 2 ON SHEET C1.00 C./) O w I N LLO W I ~ LLI Q U_ W LL_ CV Q N Q N I Q L:L N I M r 0 \ I* mow Cn O _ I cn O _ cn O w Cn '� w LL_ � LL N r \ O O O O O "' o - O 11 l o w I Q � N N N 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE SEWER NOTE N0. 3 ON 3 O O O c~i� o w I ¢ U_ U') SHEET C1.00 3 ~ C) 2 / LL, 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN PAD: 2525.16 PAD: 2525.00 PAD: 2524.82 PAD: 2524.70 PAD: 2524,54 PAD: 2524.38 PAD: 2524,22 PAD: 2524.04 PAD: 2523.77 PA[ SD SW3 Z 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8" PIPE O ■1 Sewer Plan & Prof ile-Sewer Line Al 2°' 4 y Horizontal Scale: 1" = 20'4 ::m O 2528 2528 Q SEWER LINE All: : Sta. 19+80 24+40 HORIZONTAL SCALE: 1" := 20' C� VERTICAL SCALE: 1' - 2' PROPOSED GR DE AT CENTERLIN 2526 - 2526 y W !c CZ 2524 -- _-- 2524 Q Q WATER MAIN 1 n�8-IN PVC CROSSING O __ ___ I{� O WATER SERVICE EXISTING GROUND AT CENTERLINE WATER SERVICE _____ - F_ V 2 WATER SERVICE�-- � 2522 CROSSING O CROSSING O CROSSING--"'-I ---- ___ - ---- _ 2522 � - O CD C Q y wo o _ 2520 2 2520 = 2i Q WATER SERVICE � ' z � CROSSING � cc: w 2518 2518 Revisions 1. 2516 2516 2514 2514 2512 25-LF OF 8-IN PVC AT 1.00% 248-LF OF 8- IN PVC AT 0.81% 2512 s sZpNAL 341 LF OF 8 IN PVC AT 0.86% '? w cD � E L z LD o >aG\ST 2510 �im z z �� 2510 _ - �_ 109 1 _M M 00 dNNN r O 56 LF OF 8-IN PVC AT 0.60% o z�c, a��?6'T o=+N� N r qT P� O � U U v Ln J 0 F p z d d a Z =+Nr N r =�NNN H 2 LADEN o > COLOLO z z Z =ZNNN H= c�nooH�z w qs0 m a_ C/) � �oo �_a z O cn�cnoCw w 2508LUc��c.o T (n'NFw 0 2508 11/03/2020 SQ C N=+NO O N r _ N - o m o In L0 Project Na.: 119192 oC o � = NNN N � = Date of Issuance: 11.03.2020 aor`o"' �z¢ z z ~ EXISTING GROU D ELEVATION PROPOSED G ADE ELEVATION oa �=+LAN r � j Frw w w o AlCENTERLINE AT CENTERL NE Project Milestone: AGENCY SUBMITTAL �NNH= Sewer Plan & Profile 2506 C cn�o w 2506 Sewer Line Al CO co I� M V 00 co I� O M Lf) I� O co N co O L17 00 co CO N 00 CO Ln co N O O� 00 CO M N O O� CO f� CO I� I` O M co ti CD CO LS7 � co M N O O� O 00 I� LfJ � M N N co M co M M M M M N N T N N N N N ` N N O N N N N U-; N L6 N L6 N L6 N � N LfJ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N t E Lf-) K') LP) LO LO LO LO LC) C"i Ln U-) Lf) U') Ln U') Ln U-) LC) Ln Ln Ln LO LO LO LO LC) LO Ln LO Ln LO Ln Ln Ln Ln LO Ln LC) Ln LC) LC) LC) LO N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N E z V -- 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 C4m02 iq ��o Sheet Notes: \ \ PAD: 2523.29 i PAD: 2523.12 I PAD: 2522,89 I PAD: 2522.85 I PAD: 2523,18 I PAD: 2523.42 I PAD:2523.66 I PAD: 2523.90 I PAD: 2524.13 I PAD: 2524.37 I �� % T H E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� \ I I I I I I I I I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF . L AND O3 O O O O OO O O O II MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. PAD: 2523.42 ; � "t � � OR � OR C co M c � M � � I� GROUP + � '� + J + J Lq + + J Co + J OR + J r + J + J Cq + J �d 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN CC\J `" COC'J N O° N °° "' °° `� o � co o °° `D a' �' � a' a' r- a' rn CO arrryyy' APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO \ 3 \ . Lo I � � I N � � I N � � I N � �, I NMI I C\JC) I NMI I NM '�y LL_L N Q � N ¢ L N Q L N a LL_L N a � N ¢ U N a � N a � CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE W CD' \ o f \ w I W I w I w I w I N w I w I w I `n w I `n o I PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF + 6' II EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES '523. N N � TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE H= w /W o MT /1N R/W R/W R/W MTR R/W R/W R/W R/W o Mm R/W R/W R R MTR IR/W R 11 MTR OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE MtA IW o+ ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT �l. 1 x� _ --------------------- �'• ,,-' '' � "� �"" �� LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 811W , 1- �; i' S 0 ❑ 1 ro IL 2 2 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 2 2 � 2 1 _ =• SSMH-06`"' "" _ 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST S H-05 26+00 >> - 27+00 .<:�; `` 28+00 ;, = EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 25+00 8"SS 18"SS ".VS 1 8 SS SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 8 SS SS B��S 2 � o 248-LF OF 8-IN PVC AT 0.81% �+ ...._ ,,; .. 90o O° , W. Spl'�gge� Street 377-LF OF 8-IN PVC AT 0.87°� °' s 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, - ti\ --- CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO p0 10/ �7/ ® CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO � � 777 � � 7 x o R/W R/W R/W R/W R/W ,_- — — 'W R/W R/W R/W R/W NOT MATCH PLANS. �L o `SEWER LINE Al AT 1.00% RIW c? s �STA: 24+03.18, OFF. .00' C4.06 Q II >� II SS 04 \ / �� _ _ z PIRR - - - PIRR PIRR PIRR 2 \ \RR PIRR— — R J N - Keynotes: "' T 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE N0. 2 ON SHEET C1.00 o w \ p�RR II� Q o (pp a 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON PAD: 2523.77 P \RR 3 II SHEET C1.00 CMID d p II 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIANmmi 2 i \ c + J r PAD: 2523.58 SO SW3 Z c PAD: 2523.77 �,, o SSMH 10 m �� , ¢ � N ZT 0 � OW I 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE O n • y Sewer Plan & Profile-Sewer Line Al Z a 0 20' 40' y Horizontal Scale: 1" = 20' — O — 2526 2526_ Q SEWER LINE Al: Sta. 24+20 28+20 HORIZONTAL SCALE: 1" = 20' PROPOSED GRADE AT CENTERLINE VERTICAL SCALE: 1" = 2' 2524 2524 y EXISTING GROUND AT CENTERLINE ———— ——— U ——— ———— ——————— 2522 _____ _ ____ _____ 2522 Q Q 1 0 WATER MAIN WATER MAIN Q CD CROSSING CROSSING 2520 O 2520 O o0 yfm � Q wo U 2518 2518 ►� z Q o _ Lr) LU o w COD 2516 2516 Revisions 377-LF OF 84N PVC AT 0.87% 1 O 2514 2514 248-LF OF 8-IN PVC AT 0.81% 0 L? M U U d d Z 2512 � C� C 2512 C- I` N WppM M�pp NCO�j� G.O L? W U SZNNN N H o -Qz z o a U U Z WoCW W W Wp 2510 0- 2510 �� CT � WNNCN N O CD +N� N T �+SZONAL Ly,N = NNN 2 J L F__ G\ST W C l� 2508 2508 109 1 9T£OF \0�o JqN DEN 2506 2506 11/03/2020 Project No.: 119192 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 11.03.2020 AT CENTERLINE AT CENTERLINE Project Milestone: AGENCY SUBMITTAL a Sewer Plan & Profile 2504 2504 N ~ N N p N M N M M r` r` co co (` M ~ O pN coLC') CD CO 00 p N CD_ _ _ Sewer Line Al N T N N N N N N N N N N N N N coM M co CON M N M N M N M N M N M N M N � N l!7 L E N N N N N J LO LO LO N N N N N N N N N J LO LO LON N N N N LO N N N Ln N U') N U') N N U') N LO N LO N LO N LO N U') N U') N N U') N U') N LO N LO N LO N LO N LO N U') N U') N N N N N N N N N N N N N N N N N N �zd 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 C4mO3 1 11 1 1 �� I I I I I I I Sheet Notes: �, ��_= 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� �� T H E PAD: 2524.37 I � PAD: 2524.60 � � PAD: 2525.10 � PAD: 2525.28 � PAD: 2526.13 � PAD: 2525.66 � PAD: 2526.10 � PAD: 2526.60 � �� IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . O N O w w O3 O O3 ( NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. �� GROUP 00 II 00 OO 00 Cl? N O O � Lri � Ln o 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN + J °° + J T + J CP + J °° + J M + J T APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO O° CO o o o T o � r `" �' CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE N MJ N co N N co N N M N M M N M A N ! N a LL Q '1 N a a Q N d N Q N a N PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF � U_ Hw w w P_ U_ H � Hw � � "' "' w "' "' "' "' "' CD "' "' CD EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES u co aa TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE R/W RAJ MTR /W R/W R/W R/W R/W /W MTR W R W R W R/W MTR ao W _ _ _ _ I_ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE / / / ti / R/W _ ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT T A LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. --------- ---------------- -- ---------------- _ n' 8"W — 8"W 8"W 74-LF 4-IN SS 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 8"W 8"W CD 2 2 105-LF 4-IN SS 5 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST SSMH-07 \ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 28+00 29+00 30+00 2 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SS "SS 8"SS .8"SS 8"4SS 8"SSI 377-LF OF 8-IN PVC AT 0.87% A 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, W. Spriggel Street 154.3- SSMH-08 CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO --------- ---—--- 17 C 1 IT CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO 27-LF OF 8-IN PVC AT 0.82% j�, p1 STA'.30+53. �N NOT MATCH PLANS. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W �� co m + J SEWER LINE Al o o PAD:2525.91 P\RR �STA: 30+62.12, OFF: 0.00' C .05 � w SEWER LINE Al 2 - cn o - d STA: 30+67.12, OFF: 0.00, o� � Keynotes: # P\RR o- + P\ R ki Cn M I� 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 E0 o- / / co — 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON I � /i SHEET C1.00 RR + wW+ I / P\d \d \ \ I V II p\RR CcCC 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN\ \ = rn SD SW3 / i v o \ _ 00 Cc Q + o PAD: 2526.09 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE �? LLo \ I Q 60 1 ¢ N w 5. INSTALL CLEAN OUT PER CITY OF MERIDIAN STD S1 y Sewer Plan & Profile-Sewer2i Line Al 2°' 4°' _ O Horizontal Scale: 1" = 20, 2532 2532 SEWER LINE Al: Sta. 28+20 - 31 +00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 2530 2530 y W oa 2528 2528 PROPOSED GRADE AT CENTERLINE Q O 2526 2526 o 0 EXISTING GROUND AT CENTERLINE C w Q 2524 ___— 2524 Cw CD 2522 2522 Revisions ��GRAVITY IRRIGATION 1 18-IN PVC CROSSING 2520 2520 27-LF OF 8-IN PVC AT 0.82% 244-LF OF 8-IN PVC AT 0.89% 2518 2518 377-LF OF 8-IN PVC AT 0.87% o z u7 o w� c' Ln M V � j "'2516 z 2516 � z z 00 z "'N Oo a? NAL �r cn� oo a�~� ti CJs10 �N 0_vvti �°° o�o�� N Oo �t� G\ST G'l� f`=+Nr N OO = MNN H 2 o Lr) z .. .. C� S�ONN ~= Cn00¢__ W 2514 �z= z o a- N��w w� 2514 Cn00�_ w 109 1 N�o,�wwo 9T£OF \0�o JqN DE1.1� 2512 2512 11/03/2020 Project No.: 119192 Date of Issuance: 11.03.2020 3 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: AGENCY SUBMITTAL N a AT CENTERLINE AT CENTERLINE Sewer Plan & Profile 2510 2510 Sewer Line Al c0 N m Lf) L!0 L!0 T N N Lf� N O N O co N Lf° co co U-) ti M M V m V O V V N U? M CO r` OR OR co ' E M Lfj co L6 co L6 co L6 L!7 L6 L6 CD CD CD CD CD CD CD CD N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N r'E z L17 L17 L17 Lf� Lf7 L17 LC� LC� LC� LC� L17 LC� LC� LC� LC) Lf") Lf") Lf") Lf") Ln Lf") Lf") L17 L17 L17 L17 Ln L17 L17 L17 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N �zd - 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 C4mO4 Sheet Notes: _ I PAD: 2525.91 PAD: 2526.09 PAD: 2526.25 PAD: 2526.43 PAD: 2526.63 T HE 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE / OO O O O IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND 3 0-) CY) MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . N � � CX� LC') I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. M I � I L� L\J Q0 - GROUP U I N I U CC CC CD o r o r a,r N a,N M o, N a 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN PAD: 2526.10 I `' LO "' "' "' "' "' °9 C\J APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO I Q Li: N Q L:L N Q L:L N Q L:L N Q w Ly O IE:2521.5 mow .. � w � w � w � " .. C/ I °„ o w U) o w °n o w °n o w °now I N CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE r PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF J EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES � X TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE — _ /d MTR r M M/LI M/a M/ `,TR /4� M/LI M/Ij M1R M/!i M/EI M/ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE 4 ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE Ln i o � Q X i APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT + J r mTR z 2 C/) M8 me M,�8 Mil8 LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. O Ln T CL X "' -3- CLO- a 2 3. COMPLY WITH ALL NOTES ON SHEET C1.00. � d- 2 2 c[ PAD: 2525.66 U) C C' cc N CD _ _ o �-' � ^ SSMH-08 SSMH-09 cc i 31+00 32+00 33+00 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST SS„R SS"- 8 SS 8 c- EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL N. Alameda Creek Avenue C\1 SS��8 S$��8 SS��81 i 244-LF OF 8-IN PVC AT 0.89% T SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. �� N2� 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, PC STA:30+ a CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO 17"82 M/Il M/d M/Ij M/a M/U CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO -LF 0 -IN PVC AT 0.82%� ooe CR NOT MATCH PLANS. N �d , SEWER LINE Al d� ELM + J M i SSMH-07 i SE STA: 30+67.12, OFF: 0.00' C4.07 � OM Co N STA:30+oz.I z, utt: u.uu- - PAD: 2526.13 < � N i I �1LIId _7� cn o w i � I U181d a»►d _ — - Keynotes: — 'dbld d coo A CC 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 90 i lt4lld —� ai11d — �- CC SSMH-13 1 I 80 LlLlld 1 _ COf+ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON _ — + J C'? 00 I -10 CO SHEET C1.00 N �� CO PAD: 2525.80 I O° i � N =w+ ��/"�� O 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN 0000 O 1 Cn� O w V CO M + J o o I a c SO SW3 Z Cn a, + rs PAD: 2525.80 Ln CC PAD: 2525.28 N M ,N 3 0 _ co - s n o "! 60 "' I o- cc: + cc: M 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE O Sewer Plan & Prof ile-Sewer Line Al 20 40 CA — oHorizontal Scale: 1" = 20' 2534 1 2534 SEWER LINE Al: Sta. 30+60 - 33+40 v HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 1 y 2532 2532 W !c CD _ oa 2530 2530 � o Q 0 EXISTING GROUND AT CENTERLINE r 2528 __ ---� ------___--� � � _ 2528 0 0 y o0 i 2526 i PROPOSED GRADE AT CENTERLINE ' Q 2526 = z o CD '00, �� _ � w WATER MAIN 8-IN PVC CROSSING ORevisions 2524 2524 1. 2522 2522 2520 2520 244-LF OF 8-IN PVC AT 0.89% o z L? U C] U CL 2-1 17-LF OF 8-IN PVC AT 0.82% L °".J I U S2" cu 2518 _ LUrCDo C (�SZ�NAL t�IV �j =+N N t` V o z �mN� _ G\ST o L> �zQ =o a Cn U 0- Cn00H—w w 2516 C) z = `��`�� 109 1 _ Z 2516 N w��o�b0 J9TE0F \�P Oo Z�; " o o0=+Nr N co NDES =�cNN ~= 11/03/2020 �zQz =o a En0o�— w 2514 °n�°n°cw w= 2514 Project No.: 119192 Date of Issuance: 11.03.2020 3 Project Milestone: AGENCY SUBMITTAL 3 EXISTING GROUND ELEVATION i r PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE Sewer Plan & Profile 2512 2512 Sewer Line Al L E Lf> O N O O 00 co co coT co LO coN C4 N O O LC> ti tl0 00 M CDT N N M T "1: LC> co E z -:1- -:1- -:1- LO co P_ ti CO 00 00 CO 00 I� N O N O N O N O N O N ~ N ~ N N N N N ~ N ~ N N N N N N N N N N N N N Lf") Lf") Lf") Lf) LO LC') Ln LC� LC� Ln LC') LC') za N Lf� N Lf� N Lf� N Lf� N Lf') N LO N LO N Lf') N Lf') N Lf') N LO N Lf) N LO N N N N N N N N N N N N N 4mO5 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 U F-:: � " / / I I I I W w � ' a oC cn O - M W o _ - - -- - _ _ _ _ Sheet Notes: �� ,�_„ z _ � - THE \ r CO � O° 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� �� o IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF CD CDMERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. LAND mm i CL NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ci �� CO) �AD: 2524.80 o GROUP / LC, �o e, / PAD: 2523.58 PAD: 2523.86 PAD:2524.12 O I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN � �` s Q LR I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO + J T O O °C + °r Cl) CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PAD: 2523.66 co a' 6' 3 3 O 2 N a U_ N I o a Li N PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF U) o w m ~ " � EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES v w o rn £4.0� "' o - _- - - - - - TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE ' + _J rn + 60 rn I PT STA:42+62.05 ao OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE C ^ "' "' ¢ LL N ¢ W N I I - I ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE Q W N �i o w � o ui � wo , APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT / - - d SEWER LINE B / PAD: 2524.60 LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. STA:42+67.47, OFF: 0.00, '� 1 �,, g 00 3. COMPLY WITH ALL NOTES ON SHEET C1.00. CL N 40 M/ mre H /H M/H MTR M/H mm � SEWER LINE B � � o I 1 STA:42+62.47, OFF: 0.00' ( N o 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 1-00 PAD: 2523.42 CO o r/ �� + -� SSMH-11A N °o� � _ - - - -- --- - ------- --- --- ----- SEWER LINE B g`�� ; o w EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACK ILL F a w N / �' STA:42+57.47, OFF: 0.00' �� I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. O ciow M8 JMR /�� GP � � �� 2 ,r N. Bold Stripe 2 �Q _ aSSMH-06 0,0° 6y.�F0� SS 8 165.7° 2 ° b� ,' - - - - - - 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL OSSINGS, &SEWER ELEVATIONS NVERTS R TO 8 SNP AT 41+00 ,s�� - - 36 �.0� CONSTRUCTION AND NOTIFY ENGINEER WHEN°ELEIVA IONS OR°INVERTS DO ° � �� °8z� Avenue -42+00 S.8 St;l8 ° NOT MATCH PLANS. 145-LF OF 8-IN PVC AT 1.06/° Q v SSMH-10 2 4 SSMH-11 3 F.. � S cc + __J PAD: 2523.18 ¢ N / a�w. M/a M/a M/i� M/ alW M/a M/a M lW /a M/a `� - - _ _ _ _ _ Keynotes: ; ow y ' T \ 2 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 �.; O o CL � N o co w N �, I 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON + in T cc c' Cr + cc Ln � co c� � U' "' I SHEET C1.00 \ o � rn + rn + + ccr. + o00 + oCN N N a G I N rLr) N r � 6) N p�C\J O N pj C3� N p L:LJ W � N I Q � N I Q U_ N I Q 6L: N I N " I L27 _ Q LL N a LL N O 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN \ - o �• ® I 3 W I N 3W Lwow I snow I `now I `now O SOSW3 g O + � I O � O 3 6,+n J , °C PAD: 2523.77 PAD: 2523.93 PAD: 2524.09 PAD:2524,25 PAD: 2524.37 PAD: 2524.77 PAD: 2525.16 PAD: 2525.68 I n - Sewer Plan & Profile-Sewer Line B 2°' 4°' c� 0 Horizontal Scale: 1" = 20' ' O 2530 2530 SEWER LINE B: Sta. 40+00 - 43+00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' y ►� 2528 2528 W !c oa 2526 PROPOSED GRADE AT CENTERLINE 2526 � o Q o 2524 ___----- - 2524 ~ 0 CD - --- WATER SERVICE CAw 0 CROSSING - EXISTING GROUND AT CENTERLINE z WATER SERVICE O ' Q 2522 CROSSING 2522 Z z o WATER SERVICE = o w CD WATER SERVICE CROSSING O WATER SERVICE CROSSING � CROSSING O OO Revisions 2520 2520 1 2518 2518 41-LF OF 8-IN PVC AT 0.83% 2516 145-LF OF 8-IN PVC AT 1.06% CD _�_ 2516 z Lc, W U o �z o � � U U D z 61-LF OF 8-IN PVC AT 0.82% o >CL z 00 O c� z cn Co L1 rn C LS 2514 �M � 00 2514 Z N r2+Uy) NCO _ a > r2+N11)N M zQNz = ZONAL O > W T��NN H S Gn 0OH� O W S v v j z cnoo��- O w cn�cnccw w p �� G\ST l� _ �_Q z a cn - cn'Tcnccw w o CD a z o, ao ti 109 1 p[cotiOR 2512 No co 00 r. o=+ M 2512 M M 00 Tm�NN o= Cc N m c�i�oo��Z o'IT- 9TE OF \OPT CNN N = Cn�Cn CCw w O JgSO =z N DEN -Qz z o 0 w ��w w w o 11/03/2020 2510 2510 Project No.: 119192 Date of Issuance: 11.03.2020 3 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: AGENCY SUBMITTAL " a AT CENTERLINE AT CENTERLINE Sewer Plan & Profile 2508 2508 Sewer Line B L E ti Lf, co m r Lf, O co I- m O 04 r LO r ti Ln M co m I` m co O O N M M ' cc O r` C.fl 6) � O � O M O � � Lf, N N N N N co co M co co co co M E z N N M N M N � N � N CQ N � N N N � N N Lf') N LO N Lf') N LC) N L6 N N N N N N N N N N N N N N N N Lf, L(, Lf, L(, Lf, Lf, L(, LC, � LC, LO Lo � LC, � L(, � Lf, L(, Ln C\J Lf, d N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 C4mO6 cc: I I C Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =� 1/►� THE _ LAN D LL N I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF C ci o w PAD' 524.12 C� MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . •i Q� I PAD: 2525,32 I PAD: 2525.48 I PAD: 2525.66 I PAD: 2525.80 I L i NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. . GROUP �+ o it 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I O O O O �- i APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO m r co Q� CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE o Q - � 00 f91.44 _ _ _ _ _ _ ~ '� " PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ■ PIRR PIRR + J o + J o + J N + J "? Q EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES "' v � N o N "' o N TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE d L L N I < LL Lei I d N I a N I Q 10 II ~ " L1J I ~ 'l Lq I ~ � ,�, ~ 2 i OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE o cn O - cn O _ cn O _ cn O w I ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE ■I G1 R I� , i APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. LO MTRR/W R/W R/W R/W MTR R/WR/W MTR R/W R/W R/W R/W MTR R/W R/W ` NI 3. COMPLY WITH ALL NOTES ON SHEET C1.00. NCM - � --------------------------------------------------------------------------------- - __________ ao :WER LINE B F: 0.00' a 8 W X' + 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST FA:42+57.47, OFF: 0.00' 8"W 8"W 8"W 8"W 8'W 8"W $"W g��W CL i r EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL F: 0.00�1 • --- M ° J� W. Achievement Street 2 2 II Cn SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. .SSMH.13 — 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 43+00 44+00 45+00 CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO 8"S 8"SS 8"SS 8"SS 8"SS "SS 8"$S 8"SS o 0 2 i CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO 305-LF OF 8-IN PVC AT 0.70% I + 2 2 o cli NOT MATCH PLANS. 7d --- -------- -- ----- r- Er R/W R aiw R/W R/W tuw R/W R/W R/V11 aiw R/W R/W R/W Az co co W N GI R LL I + J I I I I I I I II M M Keynotes: C9 I I I I "' "' CD LO N co N 1. POTABLE WATER MAIN CROSSING SEE SEWER NOTE NO. 2 ON SHEET C1.00 + _I + 0 I � I � I °� II rn oo N I r coM CC LO + � CO + CC O + � r + CC M N t` O M ti 0 co j� O M - O d I N N C N N N N � C\J~ N C\JN L!7 ti N L('J ti N 2 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE SEWER NOTE N0. 3 ON QLO LLL_L N II Q N Q LL N Q L:LLL_ N Q L.L LO N Q U_ N Q L-- LO II I I co O w cn C D cn O w cn O w cn O w CHO W cn O w SHEET 1.00 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN O O _ I I I I I I I SD SW3 PAD: 2524.60 PAD: 2 � O°9 Z I cc _ 0 lllln Sewer Plan & Prof ile-Sewer Line B 20' 40' y � Horizontal Scale: 1" = 20' O 2532 2532 SEWER LIN B: Sta. 42 60 - 46+ 0 v HORIZONTA SCALE: 1" 20' VERTICALSCALE: 1" _ ' y 2530 2530 � W Cc CZ C oa 2528 2528 OW CD PROPOSED GRADE AT CENTERLINE 2526 _— __ __ ——— 2526 0 0 y wMill 2i U _— ———— EXISTING GROUND AT CENTERLINE ERVICE Q 2524 _ ---------- ---- -- WATERSL`J24 x � Lr) cc WATER SERVICE CD LU CROSSING WATER SERVICE GRAVITY IRRIGATION WATER SERVICE CROSSING 18-IN PVC CROSSING 2 2522 Revisions 2522 CROSSING 1. O O 2520 2520 305-LF OF 8-IN PVC AT 0.70% 2518 2518 a > U Z dM NO C cc" r LL 000 O d ti Ln T2+NN f� 2516 o 2-12� Q 2516 —Q O L a a z o cNncc~i��W a ��sZpNE1 EN � a z _ G\ST Co 1� N C� Lfj _ o 109 1 �� 2514 2514 �� Q +N ;N w cn:I-W E cn wOF w o 1114 D�� 11/03/2020 2512 2512 Project No.: 119192 Date of Issuance: 11.03.2020 3 Project Milestone: AGENCY SUBMITTAL EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Sewer Plan & Profile AT CENTERLINE AT CENTERLINE s 2510 2510 Sewer Line B t E O N LfJ I� LfJ co M r LCJ D7 O M Lf) M O r O D7 M ti M LO M co N D7 d T T LfJ T cc T I- M co M CDr N N coLCJ CO CO z N LfJ N LfJ N LfJ N LfJ N LfJ N Lf") N LfJ N LfJ N O N LO O N co O N O N O N O N O N co LO Lp LO co O N CO a N Lf) N L1) N LO N L1) N X) N X) N LO N X) N LO N Ln N Ln N Ln N X) N X) N X) N LO N N N N N N N LO N N NLn N Ln Ln NLn NLn N N LO _ N N N N N N N N N N N N N N N N N-- Cl4m07 if�o 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 45+40 45+60 45+80 46+00 City of Meridian Water Notes: -4 �� ,�_,,, 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR j F-&2 THE PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS � LAND REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. . 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY - GROUP SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN \X\ ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS F� (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL Jr-ftEW '►` '�• �aZ X�X SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE Q� \X\ IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE _� --,,_ FW_ amand X\X\ WASTEWATER RULES (IDAPA 58.01.16). / l RR ��\\� \\ \UHF .._ mane '\ X\X\ 4. PLACE WATER SERVICE LINES IN A TWO 2 INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE MCF W CROSSES A STORM WATER TREATMENT FACILITY(I.E. PAVERS). EW \! \X\ EW X\X 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL \ EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE N / \y "W� FW CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. �S,� \ `CO- EW w I I 45°8-IN ELBOW X I w2 / / \ �� W EW W5 — W1 / / E\EW \\ X\X\X Sheet Notes: w \ / \ �\ W4 W2 W2FW� �F X\ 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & L — — \� W2 / / EW\� �X SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR \ B' REMOVE EXISTING \ Fy EW INVERTS DO NOT MATCH PLANS. \ W2 eCk Z / l BLOW-OFF AND L �� — — LF8 W2 / CONNECT TO EXISTING � \� \\ y „W�� \\ EW E �; 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE cics 8 S ' C900 49-LF 8-IN C900„� �yy' cn w jY—� 8-IN WATER MAIN EW CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 8„ L y / S��S� W2 \ WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY 8 SS 46, ¢ \y�"l�r� HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ° — CF �N y�V l \' W2 3. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS moi \ v� `p, "' I i \ 1-8"TEE (FLG) cn 45°8-IN ELBOW \ U W1 8"SS ,L�y W1 / 2-8"GATE VALVES (FLGxMJ) �' PIRR W3 _ \—� 21 r_ R„ W2 / l \ — — — — \ � v �F 09 / Keynotes: - I cEo- r 8S — " 00 — / cc ) W2 / a W1 POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2 ON THIS SHEET. 3-8"GATt�LG � LGxMJ) 8„SS / I v W2 — �- — — 11.25°ELBOW 1 \ 81,W ; W5 W2 POTABLE/NON-POTABLE WATER SERVICE CROSSING-SEE WATER NOTE NO. 3 ON THIS SHEET. 8"or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS FOR LOCATING Q SS \ W3 PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. rq W2 I CO W2 cc y� I — — ° PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE — — — — — 1 IRR PIRF - 45 8-IN ELBOW \ i I W4 _ ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. ■ oo I 133 LF 8-IN C900 o� v, CD i VV2 I I LABEL/TAG EACH WATER METER SETTER WITH LOT AND BLOCK SERVED BY METER. METER SHALL w � W2 ao M'D 11 45'8-IN ELBOW W5 HAVE TRAFFIC RATED LIDS y z Y) _ _ oo W2 — — — oo W2 �� oc c� cc °° _ W 1 °' 1-8"x6"x8"TEE(MJxFLGxMJ) " z o 1-8"x6"x8"TEE(MJxFLGxMJ) N T 1 6"GATE VALVE I I �� 00 — — — — 1-6"GATE VALVE co21-LF 8-IN C900 -� — _ I I w I W2 INSTALL 14.5 LF 6"WATER MAIN rn i W2 INSTALL 15.4 LF 6"WATER MAIN — a' 1-8"x6"x8"TEE(MJxFLGxMJ) I Q 1-6 FIRE HYDRANT W2 W2 _ - "FIRE HYDRANT — — i� `-" 6 I 1-6"GATE VALVE CID ao W2 45'8-IN ELBOW W1 ; i INSTALL 14.5 LF 6"WATER MAIN Legend. 1-6"FIRE HYDRANT O REMOVE EXISTING — —I a _ 811W. 364 LF 8-IN C900 8 W 8 W W3 12-LF 8-IN C900 8v 8"WATER MAIN (OR AS NOTED) w W1 BLOW OFF AND — W2 8"SS S 1-8 TEE (FLG) I CONNECT TO EXISTING I W2 8"SS i ° O / O® 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 �� -_ - - - 1-11.25 ELBOW EO W4 8-IN WATER MAIN a --- 0 3-8 GATE VALVES (FLGxMJ) O= n/w 1-8"TEE (FLG) W5 15-LF 8-IN C900 ; - • GATE VALVE �/� w Q W1 2-8 GATE VALVES (FLGxMJ) W2 z V/r O 0_ 134-LF 8-IN C900 - — — — — — W2 c6 FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 U W2 a vJ I I cry � k� W3 W2 `P Q °O M I I �� 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 = Q W Achievement St 8"SS — z Cr� , , r�l — — _ LO � w — o— cc I I 3/4 DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 O 00 4 — — — CL COD RM R/W — — W2 ■■■■■■■■■■■■■ WATER SERVICE SLEEVE EXISTING WATER MAIN Revisions P PIRR \ \ 12"GI R 1 " 12 1 X�- i �X= —��C X I IRE.; X X X 2'PIRR X_ O® EXISTING BLOW-OFF ASSEMBLY INSTALL BLOW-OFF VALVE PER CITY OF MERIDIAN DETAIL W13 INSTALL BLOW-OFF VALVE PER ® EXISTING GATE VALVE \ CITY OF MERIDIAN DETAIL W13 -(5 EXISTING FIRE HYDRANT s"SS SEWER MAIN (SIZE NOTED) PIRR- PRESSURE IRRIGATION (SIZE NOTED) jio L ��G\ST 1� 109 1 9T£�F \�P Jq N DE14 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL 3 By stamping and signing the improvement plans,the Registered Engineer ensures the Water Plan District that the plans conform to all District policies and standards. Variances or Potable Water Plan waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered =_ Potable Water Plan E 0 50' 100, Engineer of these responsibilities. �zd Horizontal Scale: 1" = 50' BY: DATE: ■O 1 ADA COUNTY HIGHWAY DISTRICT ��o Sheet Notes: Pressure Irrigation Notes: �� ,�_„ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS A �� T H E LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF L AND EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY TWO-AND ONE-HALF(2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH . RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL . G R 0 U P EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CROSSINGS PRIOR TO BACKFILLING. 2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN Keynotes: # ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER P1 POTABLE WATER MAIN CROSSING-SEE NOTE NO. 3 ON THIS SHEET. RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. P2 DIAMETER OF THE PRESSURE IRRIGATION MAIN. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, OPROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF P3 APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ' P4 INSTALL PRESSURE IRRIGATION RISER. SEE SHEET C6.02 FOR DETAILS 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE LOCATION OF SECONDARY WATER SOURCE METER. CONNECT AND THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) 4001� � / � �� P5 CONTINUE MAINLINE TO BACKFLOW DEVICE. INSTALL ZURN 375 � 1-1/2"\ REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C6.02. CONTINUE INCHES ABOVE THE TOP OF THE PIPE. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE SECONDARY SOURCE TO IRRIGATION MAINLINE. X E WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. INSTALL PUMP STATION PER SHEETS C6.03 AND C6.04. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND Legend. BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. INSTALL PRESSURE IRRIGATION RISER. SEE SHEET C6.02 FOR DETAILS 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION EG BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. MIJ THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL Z ��G�F p,\NQr ¢ �� EG �� _EW �X • INSTALL 4-INCH GATE VALVE. SEE DETAIL 2/C6.02. QUALITY(DEO)AND THE CITY OF MERIDIAN WATER DEPARTMENT. \ - O INSTALL 11.25°ELBOW RR �� EG EG �� \\ _� ......... Ji INSTALL 22.5 ELBOW ,p EG \ X W X 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS i W/THRUST BLOCK Y SSG EG W �a2 . X�X BF INSTALL ZURN 375 1 1-1/2"REDUCED PRESSURE BACKFLOW DEVICE AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS �,y D �X PER DETAIL 1/C6.02. y P4 / R \\,\\��\EG EW��E '��0� \X�X 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN INSTALL 90°ELBOW E _ _ W _ �X� (j X IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION INSTALL 22.50 ELBOW / TYP 5 \EG �G E fI�`1 �� X�X SYSTEMS. W W W/THRUST BLOCK I l TVP R� ,\EG ,\\ G �ad� IIIIIIIIIIIIIIIIIIIIIIII� 5 EG 1 � x EG� co 85g\ �� X m ■ � l l / ,- �F4. EG F 4,1V \ X 0 EG E wln IN p/ EG W X I N � — — -D x co riveway A / L �� EG W\ IIIIIIIIIIIIIIII� X I I x e ay / / / \X\X\ UJ � � cD 8'S P1 5 EG EW %-.X X w, --- 8„W EG EG \ \ EW EW X�X \� l 51 R� EG W �� X - \\ _i8„SS / / n'P �G T Z ._s., , p EG ■1■■r E W � w wl �, 8�� , \ EG \ W, / / TYP W P4 l EG- L _1 / l \ EG\�E \ \�\\ �E F RR O 97-LF 4-IN PI P2 / ° G I - i co prig 8 / INS ALL�O €L$0 TYP - _ 52 � / �� 9 / V�/THRUSTBLOC - EG � �� p c� cs INSTALL 4-IN TEE INSTALL 4-IN GATE VALVE F4-lN PI NSTAL(q ��I e O w wl °z !�, INGAT\ ' ' �_ eet / / �I �� EG �� I I O W/THRUST BLOCK ---- -_ ful-(F4 IN p/ ALVE 8„ Q �{- P1 Ss y o 0 E _I_ N INSTALL 90°ELBOW G - - - U _ EG I I I z INSTALL 11.25°ELBOW \ \��,, „S � \� �� \ �� Q w wl = W/THRUST BLOCK INSTALL 90°ELBO\ S ' Z 1 _ O a - W/THRUST BLOCK c I x w a o la I - - _ i IRR � pIR \�� \ � 5' Y 5' 166 LF 4-IN PI ` Driveway C I I x CD CDI .ri r - z z TYP TYP I - "' "' P4 ' P4 z I i , I I I Revisions J a J — CC TYP - Cx N °` TYP III I INSTALL 90°ELBOW I I x CL FINSTALL 41-IN TEE W/THRUST BLOCK �'O I ILL I INSTALL 1-4-IN GATE VA VES - �z W/THRUS BLOCK IN TALL 4-IN GAT VALVE - - � - i'1 INSTALL 90°ELBOW 49-LF 4-IN PI P5 a I I I I x W/THRUST CK B� P1 FP N x li �� m Q zr ------------ - w 8„W 8'W --- -811 --- z 4 i �- _ _ u VV ■ v16, INSTALL 4-IN GATE VALVE I --- ------ --- ----- ------------ ---- ----------- —" R/W P1 R/W i --- I x ---------------- NSTALL 4-IN G TE VALVE 00 P4 a z 811W I c �u _ - ------ I I -� Ocz— I I _ I I x � I TYPLu P2 W Achievement Stn �8SS x SiONAL � R/W ---- 10- P6 P4 Ian �' Q �' I I I I x ��5 �sT �I�� I � P1 INSTALL 4-IN GATE VALVE i P1 5' 5' RR 29-LF 4-IN PI I I TYP TYP TYP i � I IRR I I� I I 3 109 1 IRR � � I I 12"GIRR ❑ I I X P99-LF 4 IN PIS` 53-LF - ,X � pIRR I �� pIRR PIRRI'GI R 1 12"GIRR 12"GIRR I �� p 4 IN PI 101 LF 4-IN PI X- -- I pl R _ RR 2'PIRR 2"PIRR 2"PIRR 2"PIRR I -1 Px i 321 LF 4 IN PI 141-LF 4-IN PI� 65-LF KIN PI X 101-LF 4-IN PI �--X -X_ X s ��-- -X_-�-X - I .4 DEN INSTALL 4-IN GATE VALVE P2 ALL 4-IN TEE � INSTALL 4-IN TEE 4"x2"x4"TEEE OF INSTALL 90°ELBOW INSTALL 4-IN GATE VALVE INSTALL 3-4-IN GATE VALVES INSTALL 2-4-IN GATE VALVES P2 INSTALL 4-IN GATE VALVE INSTALL 2-IN GATE VALVE W/THRUST BLOCK W/THRUST BLOCK W/THRUST BLOCK O W/THRUST BLOCK I I 1 1/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL By stamping and signing the improvement plans,the Registered Engineer ensures the Pressure Irrigation District that the plans conform to all District policies and standards. Variances or Pressure Irrigation Plan waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E= Pressure Irrig ation Plan 0 50' 100' Engineer of these responsibilities. Horizontal Scale: 1" = 50' BY: DATE: ■O 1 ADA CDUNTY HIGHWAY DISTRICT ��o THEo.� .► NAMOA & MERIDIAN IRRIGATION DISTRICT _ _ - - l4A PA & MERIDIAR [IRRIGATION DISTRICT DISTRICT f 1 T BLAND NAMPA MERIDIAN IRRIGATION NAMI. /� ��c MI._..I�II_�IAN Il�R1GA� IUN DIS RIC . . -_. .. . . • • ••• _ � � I G R O U P O1 3'SDR 21'PVC RLSPR WEND 19-ABOVE GROUND . . l 12 3'x 4-x 6'CINDER BLOCK(OR EQt1N) I ' DOMESTIC WATER METER i i Q 4-x 3V SADDLE►aNBAUAI DOMESTIC WATER METER BOX COVER OBLITERATE f BOX COVER OBLITERATE O AIR RELEASE VALVE WORDS "WATER METER" 4 4 WAN LINE wtONu11 WORDS '%PATER METER' 1 1/$- 200 PSI RATED FORD No. x43 CAST IRON d 3i POLr PEE 200 PSI ILM Z FORD No. K43 CAST IW R EQUIVELENT I WITH 13 1/2" LOCKING LIDS 20" PVC I © s' i;'zaD PS!POLY ta'At10Yf GROUND t WITH 13 1/2" LOCKING LIDS \ \oF \ \ \ \ i GRAVEL SURFACE PAVED SURFACE Q 3.-eR� / \ COW.COUPLINGS \/�\1" B" i+tfNUS GRAVEL AC PAVEMENT, CUSS 0, fURNISHEb O Jr BW155 WRB STOP elQTV /� I \\\/\\\\ 2f MIN. UEPTI I hry1DAAP ECE LA 34. AS�REOUIUtRE D BY, 0 ROCK OaPS } 7 20' PVC / // / / . 1 1/2• CURB'STOP CON lRot wD•AGENCY. MIN. of 2 ® 3•raE noo. , s BALL VALVE SUCH N+ Tit E SrECII•ICADONS COMPAC MAILRIAL AS CALLED tFED NFI,T PAVEMENT CUt APPLY ® LOCATOR MAE 2 s � AS FORD 811=666SW 10 95% 1H ACCORDANCE YAIII CCS-1 EMULSIFIED ASPHALT S !\\� AsrM D se+�. aEP�I°clNo h�lv ENt ® 3'PVC PLUG Y / 9 p o c•1!�\\ _ -—ram——r�—� - ® MARKER SrEFl'T'POST -\} \ r �p�po ��•\/l �r— •�,�• I`- LONG SIDE stxvlcE 1``�`UNDISTURBED TO BOTTOM OF vgWE• Je- LIIN. WirIIIL! 7K� MIN 1 CU. YD. DRAIN ROCK 9' Mt1aU5 OILIVt! C011PAC EbMN 1 CU. YD. DRAIN ROCK a COUNTY S1110ET R.O.W., ,/2" � , FOR SUPPORT TM : t «MODIFIED, M BOTTOM OF VALVE I o o \/ �� :; f _ AS 45b IN ACCORDWCE WIIII FOR SUPPORT BRASS PIPE \//\ 000p o o Qv o Do o e o\/� }_I ASTM b 898 PIPE EODdJO AS CALLW TYPE A RISER o� I�i THs sPl:aFrcATroN� C D/� , E M711 o96x LONG SIDE SERVICE :ry-x AST Af D —NTS-- SINGLE FAMILY RESIDENT _� _—.��-._.T_, , --- - !r/ ��- nTT_ CAS 200. SDrt 21 �---_Jy/gML'A MERIDIAN IRRIGATION DISTRICT PIPE DRAIN VALVE i Max MAK . 1 AIR RELEASE I --NTS-- --NTS-- I 21Q/L 9IB.I CROSSING SCALE 1' 1' — 0" Z (SEE NOIES 1 TFIRU 4) °. y REDUCED PRESSURE BACKFLOW Q PREVENTER PER PLAN. GALV. UNION I I N I I I N NAVPAn I /� � A QQ,�, p ,� I /� TEE WITH 1"PLUG FOR \/ \\/ & MERIQ IAN IRRIGATION DISTRICT STRONG BOX ENCLOSURE. FOR 1"AND SMALLER R.P.V. \�\\� FINISH GRADE Q - ' ,o SPRINKLER BLOWOUT BY USE SBBC-30AL, LARGER THAN 1"R.P.V. USE SBBC-45AL. \\/ '- `- ------ ' - - � PROVIDE LOCKING KIT AIR COMPRESSOR. /\\ y AIR GAP � 10 ROUND VALVE BOXCU Q s'soR 21-PVC Rath oLnw 18-ABOVE cRauNo W p23•x 4•a 6'Cv1 2 J 4 5 X 6 10.51, \� MINIMUM � � N .ia"SADDLE T � 4"THICK CONCRETE \ FILTER FABRIC BARRIER �3 4- (OR EouALI 10"ROUND VALVE BID O+ 4-MAIN LINE 4 FINISH GRADE PAD, SIZE AS REQUIRED / \� FILTER 0 TO PROVIDE 6"OFFSET O — © 6- r 200 PSL POLY 1B-ABOVE GROUND `uY1 10"0 CLASS 200 PVC \\ ON OUTSIDE END BRICK PAVERS (1 OF 3) O 3:-BI7A55 cttRa sroP BRICK PAVERS 1 OF 3 \\i \/�/ ep ROCK CHIPS 1 ( AROUND ENTIRE / /\\ — \\�i\\i\\\ ^ \ \\�\\\ ENCLOSURE. \/ / 6"DEPTH 3/4"CRUSHED O9 3-FUAA E ADD, w iF ISOLATION VALVE. LEEMCO GATE \�\\\�� 8 DEPTH \\�\\\ice % \ O 3 r. \ \\\�i \/\ AGGREGATE � ,, PEA GRAVEL ® 4 VALVE WITH GROSS TOP i \\ p 3•Pvc PLUG B LGT11 SS304X). SIZE TO MATCH �% \\j\ \ \�\� \ \\��\ ,, , s ( IRRIGATION MAINLINE SIZE. \\i\ \�\ \ \ i\� j\/\\\ \ 6"ADS, LENGTH AS REQUIRED E p ® SIEE'L T POST $ 78 g 10 \ �\\�\\�\�\�� \ /\/ / El LEEMCO SPIGOT x BELL Q LONG SIDE sERvtcE DOMESTIC WATER LINE \\r \�\� �\�\j\ GALV. ELBOW SOLVENT WELD BELL END PVC �X, \\ w PIPE TO SCH. 80 NIPPLE, CUT \/\ \\ SELF-RESTAINED, RESILIENT U CONNECTION \\\\/\�/ WEDGE GATE VALVE z \� DRAIN VALVE.VALVE SHALL BE OFFSET THREADS OFF GLUED END. / /\\ Q GALV. NIPPLE LENGTH AS REQUIRED. \\� �\ / / \ DUCTILE IRON TEE :01"MODIFIED" , . i FROM SERVICE LINE WITH GALV.TEE AND \ / / /\ z 0 T'I IIZOUGI-I LINE CONNECTION, TEE MATCH MAINLINE SIZE (TYP.) \\ \� s /\\\ \/ Ln cc TYPE A RISER 11-IROUGH LINE CONNECTION, CROSS USED AS TEE �� \/\ NIPPLE./ BUCKNER VBM BRASS ANGLE \ = oo w SHORT SIDE SERVICE CHANGE IN LINE SIZE WITI•I REDUCER VALVE WITH VERTICAL 2 NIPPLE. COD DIRECTION CI-IANGE, CROSS USED AS ELBOW �i\\ 2 CUBIC FEET OF PEA GRAVEL SINGLE FAMILY RESIDENT DIRECTION CFIANGE 90' ELBOW ----— ------• — _—___.__�N9M1�PA. M1=RIDIAN IRRIGATION DISTRICT `_ _ _ DIREC LION CHANGE, TEE USED. AS ELBOW PVC MAINLINE Revisions DIRECTION CI-IANGE NOTES: THROUGH LINE CONNECTION, WE.' 1. ALL FITTINGS&PIPING SHALL BE TAPE-WRAPPED SCH.40 GALVANIZED STEEL FROM THE NOTE: 1 VERTICAL DIRECTION CIIANGE, BEND ANCHOR, St-E NOTL Or-LOW POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 1. REFER TO JOINT RESTRAINT CHART FOR MORE VALVE ANCHOR, SEE NOTE BELOW 2. PROVIDE 3"CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE INFORMATION, DETAIL ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES. E: 11= THRUST, DUE TO I•IIGIA PRESSURE, ARC EXpLGt�d,. .ANONuR VALVES AS SHOWN IN DETAIL 111.0. At VERTICAL_ bMS. , ANCHOR REDUCED PRESSURE BACKFLOW ASSEMBLY MAINLINE ISOLATION VALVE fU RESIST OUTWARD TIlIRUS'1S. 1 SCALE: NTS 2 SCALE: NTS ��SZONAL ��G\ST l� 109 1 9T£OF \�P Jq N DE14 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL n a By stamping and signing the improvement plans,the Registered Engineer ensures the Pressure Irrigation District that the plans conform to all District policies and standards. Variances or Pressure Irrigation M waivers must be specifically and previously approved by the District in writing. E Acceptance of the improvement plans by the District does not relieve the Registered Details E_6 Engineer of these responsibilities. �zd BY: DATE: C6 mO2ADA COUNTY HIGHWAY DISTRICT DESIGN SPECIFICATIONS �� ,•_- 49 47 pm Design Flow Rate: 90- GPM @ 90- PSI LAND Incoming Power: 480- Volt / 3- Phase • 14 IF 2 6 5 - GROUP AB Model # Precision Pumping Systems 208-323-5300 WET WELL COVER PLATE ITEM NO. DESCRIPTION Size QTY. 1 CONTROL PANEL 30x20x10 1 2 FILTER, VAF200 3" 1 12 1 -1/2" FILTER FLUSH 3 FLOW SWITCH 1/2111 ° 4 LEVEL SENSORIFLOAT WITH CAP 1 11 7 5 PRESSURE DIFFERENTIAL GAUGE & 0-15 PSI 1 • C 0 SWITCH b G 6 PRESSURE GAUGE 2-112" 1 E 7 PRESSURE TANK 2 Gal 1 Co 4 � 8 PRESSURE TRANSDUCER 114" 1 C 0 D 3�� CONNECTION g PUMP, SUBMERSIBLE 10HP 1 10 SKID, BENT 4803 1 11711 STAND, SUBMERSIBLE PUMP, FLANGED 3" 1 12 VALVE, AIR RELIEF 112" 1 10 w 13 VALVE, BUTTERFLY, GROOVE, LEVER 3" 1 z w0 1 " BLOWOUT 14 VALVE, CHECK, SILENT 3" 1 � 15 15 VALVE, SOLENOID (CW CLEANOUT) 1-112" 1 w Q Z 0 AVAILABLE ASSESSORIES (SEE NOTE)00 0 !, J z w 13 A ENCLOSURE, MARINE GRADE ALUMINUM 48x33x32 1 CA VIEW H 3 D B INSULATION I SOUND ATTENUATION lllllllllllll� C HEATER 50OW 1 -NMP INSERTION FLOW METER D 1 �■■7 E ° o E CW VALVEI1" INTAKE SCREEN FLUSH 1 g LINE F HIGH PRESSURE SWITCH 1 y c0 G PRESSURE RELIEF VALVE 314" 1 W co ® H OPTION: S PIPE, STAINLESS (SPECIFY DEPTH) 3" 1 CID o a ® 0O tl� PUMP PROTECTION _ o SCREEN C)=D C=O 00 y LQ wo c-) z FRONT VIEW SIDE VIEW � z o LO - MATERIAL TITLE: TURBINE I N E T �"� LU SUBMERSIBLEU (SEE NOTE) PUMP STATION Revisions 1• WET WELL PROJECT:UNLESS OTHERWISE SPECIFIED: Chukar Ridge DIMENSIONS ARE IN INCHES O7 (SHOWN AS 48") PRECISION PUMPING SYSTEMS TOLERANCES: LEVEL: 90% Final BY OTHERS FRACTIONAL: ±1/8" 6515 BUSINESS WAY ONE PLACE DECIMAL: ±.10 BOISE, IDAHO 83716 TWO PLACE DECIMAL: ±.05 PART NO: 1 S—NJ-VAF-3 208-323-5300 DO NOT SCALE DRAWING WWW.gOpps.Us DRAWN: JWR DATE: 3/25/2019 JOB: SIZE: B SCALE: NTS SHEET: I OF I REV SCOPE OF WORK baked on powder coating, all piping including elbows shall be coated inside and out. The pump station shall be circuit breaker. Fuses are not acceptable. PLC Monitoring Functions Packaged Pump Station supplier shall provide a variables speed submersible turbine um station complete with pressure tested prior to coating. No welding shall be performed after the pump station is powder coated. Lightning& Sure Protection. The Pump Control Panel shall beequipped with transient voltage and surge pP P P pump P g g g pg g 1. Pump operating status, total pump run hours, motor frequency, motor amperage pump, piping, valves, sensors, variable frequency drive (VFD), programmable logic controller(PLC), UL 508A Station Enclosure. The pump station enclosure shall be constructed of marine grade aluminum modular panels arrestors. listed control panel, and all appurtenances necessary for a complete and functioning pumping system. The to allow access to all pumps and components b simply removing an panel. The entire front of the enclosure 2. System pressure, flow rate P pP Y P 9 P p 9 Y p P p Y P Y 9 Y P Convenience Outlet. The Pump Control Panel shall be equipped with a duplex outlet. station shall be mounted to press brake formed steel base and enclosed in a powder-coated marine grade shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily 3. Fault Log with time stamps and diagnostic utility. aluminum enclosure. The pump station shall be manufactured by a UL OCZJ certified pump station displaced and replaced by one person for the purpose of servicing the pump station. The station enclosure shall Variable Frequency Drive (VFD). The VFD shall be appropriately sized to meet the FLA(full load amps) required 4. Trend Data, with graphic display of system pressure,flow, motor frequency and amperage. Data shall be manufacturer. include a ventilation fan (or fans)appropriately sized to adequately cool the enclosed equipment. by the pump motor, as stated on the motor nameplate. The VFD shall be manufactured by ABB Industrial exportable to MS Excel. Technical Service and Support. The manufacturer shall provide access 24/7 phone support with a factory Automatic Filter: The pump station shall include an automatic screen filter. The filter shall use suction scanning Systems, Mitsubishi, or approved equal. Initial start-up and calibration shall be performed by a factory certifiedtechnician, which shall extend the warrant on the control panel to a total of three 3 ears. 5. USB port to upload, download of program, and data storage. certified technician. The technician shall have access to all relevant data specific to the pump station, including devices to automatically remove debris from the filter element. The filter shall be VAF200 or approved equal. y p ( )Y Instrumentation. jpNAL E specifications, submittal, shop drawings, programming, and detailed photos of the system. Control logic for filter flush shall be included as part of the main control panel PLC programming. Programmable Logic Controller(PLC). The PLC shall be fully programmed prior to pump panel installation. The Factor Testing. The um station shall undergo and ass all of the following system performance tests: Pump Control System technician installing and programming the PLC is to be factory trained and certified by the PLC manufacturer. Pressure Gauges shall have a 304 stainless steel case, with bezel construction. Gauges shall have a 2.5" �� G\ST Y 9• pump 9 p 9 Y P P Y - diameter and be liquid filled. The PLC programming shall be non-proprietary, and the complete station programming shall be made available q Hydrostatic testing that meets ANSI/HI specifications and standards; Flow testing that meets ANSI/HI 14.6 NEMA Rating. The VFD, PLC, and associated electrical equipment shall be mounted in a NEMA 12 enclosure to the owner via a USB drive included with the station control panel. Pressure Transmitter(s) shall be constructed of stainless steel and rated for the pump station discharge pressure. specifications and standards; and Vibration testing that meets ANSI/HI 9.6.4 Vibration Measurement and rated for indoor installation. To avoid potential water or rodent damage, VFD's mounted outside the main control 109 1 Allowable Values specifications and standards. The pumping system shall be flow tested as a complete unit, PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD color touchscreen. The operator interface panel are not acceptable. Flow Meter. The station shall include a solid state insertion flow meter. Current and totalized flow shall be read which shall include function testing of pumps, motors, instrumentation, appurtenances, and control panel. The shall allow the user to make adjustments to the PLC program locally without requiring any additional equipment results of all tests shall be available to the owner. Control Panel Manufacturing& Testing. The um control panel shall be manufactured and listed b a UL508A such as a laptop computer. A VFD control keypad is not an acceptable substitution for the digital operator at the pump control panel HMI. Paddle type insertion sensors shall not be accepted. qT \�p� g� pump p Y p P p YP P 9 p J £OF Panel Shop. The panel shall be UL labeled as an "Enclosed Industrial Control Panel". The pump control panel interface. The PLC shall have an Ethernet port to enable remote access. Pump Protection Shrouds 9SDNDE14 PRODUCTS shall be completely manufactured, tested and programmed prior to delivery to the job site. PLC Control Functions: Each pump and motor shall be completely encased in a slotted PVC well casing. Both ends of the shall be 11/03/2020 Piping,Valves, Skid Base, &Station Enclosure. Documentation. A color wiring schematic and pump nameplate information shall be permanently affixed to the thoroughly sealed to ensure that no water can enter at either end. Water shall only enter the casing through 1. User settable Local or Remote control. Project No.: 119192 Piping.The station piping shall be standard wall pipe with grooved connections. Flanged or welded connections inside of the control enclosure. All field terminal connections shall be numbered and labeled. precision laser cut slots, which will not allow debris larger than can be passed entirely through the pump. All 2. System Pressure Setpoint water entering the casing shall pass over, and cool the motor,prior to entering the pump. Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 shall not be acceptable. Threaded connections between the main piping sections other than at the pump volute Cooling System. The control panel cooling system shall be appropriately sized for the ambient conditions. The - shall not be acceptable. cooling system shall not allow dust, insects or rodents inside the pump control panel. Two sets of spare filters Construction Project Milestone: AGENCY SUBMITTAL Valves. Butterfly style isolation valves--with grooved connections--shall be included on station suction and shall be included with the pumping system. 3. Pump Sleep Settings,with two threshold modes: Sleep by Flow or Sleep by Frequency Pressure Irrigation discharge piping. Flanged or threaded connections shall not be accepted.A non-slam check valve shall be Main Disconnect. A service-entrance rated, non-fused disconnect shall be mounted in the pump control panel 4. System Protection Settings, including fault and warning parameters for low flow, high flow, low pressure, high By stamping and signing the improvement plans,the Registered Engineer ensures the included on the discharge of each pump. An air release valve shall be included, located immediately after the pressure, restart trials and restart delay time. District that the plans conform to all District policies and standards. Variances or Pump Station and shall isolate all power to the control panel. The disconnect shall include an operating handle mounted on the p Y p M pump check valve. control panel enclosure door that is mechanical) interlocked to prevent entry while the disconnect is in the ON waivers must be specifically and previously approved by the District in writing. p Y p Y 5. Load Factory Default Settings, User Saved Default Settings. Acceptance of the improvement plans by the District does not relieve the Registered E= Skid. The pump skid shall be made of 1/4" press broke A36 steel. No welded bases or open rail systems shall be position. To prevent damage from vandalism, a disconnect external to the pump station enclosure shall not be 6. Pre-Programmed Start-Up Routines to limit and/or delay starting and acceleration of the pump to eliminate Engineer of these responsibilities. 9 acceptable. accepted. excessive velocity and pressure. It shall also include initial start-up, mainline fill, power outage and automatic Corrosion Protection. The pump skid and appurtenances shall be cleaned to bare steel and coated with a Overcurrent Protection. The VFD bridge rectifiers shall be protected from over current by an appropriately sized re-starts. BY: DATE: C6mO3 ADA COUNTY HIGHWAY DISTRICT T H E LAND - GROUP Pump Station Keynotes: �O 1. SKID, 6"THICK CONCRETE SLAB WITH 6" DEPTH OF BASE COURSE PER SPECIFICATION SECTION 31 20 00. 2. 1-1/2" POLYETHELN FILTER FLUSH LINE ROUTE TO INTAKE WET WELL - SOUTH FACING VAULT. 3. 3" POWDER COATED STEEL PIPE WITH FLANGE CONNECTION. CONNECT TO 3"PVC PRESSURE IRRIGATION MAINLINE AS SHOWN ON PLANS. 4. PUMP PROTECTION SLEEVE, .188"SLOTS, 8" PVC WELL 6' SEAL, 8" 160# PVC. 5. STRUCTURE BY SITE WORK CONTRACTOR. CONCRETE 6. 6" DEPTH BASE COURSE PER SPECIFICATION SECTION 31 PAD 20 00. EXTEND 12" BEYOND ALL EDGES. WET WELL COVER 4 7. PIPE BY SITE WORK CONTRACTOR. PUMP SKID 8. ROMAC ROMAGRIP PVC TO FLANGE CONNECTION OR � 4 _ APPROVED EQUAL. 48" WET WELL ° ° 9. 1-1/2" PVC FILTER FLUSH LINE. ROUTE TO PUMP STATION 4 1.5" FILTER FLUSH FOR SUPPLY CONNECTION. O 1" INTAKE 10. CLEARWATER SELF-CLEANING SCREEN (#CW200) W/12" ■1 POWER CONDUIT A SCREEN FLANGE CONNECTION FOR GRAVITY FLOW. (SIZED BY OTHERS) 3 • 4 SUPPLY LINE 11. IRRIGATION CONTRACTOR TO CORE EXISTING MANHOLE. C 3 PROVIDE LINK-SEAL OR APPROVED EQUAL. 12. 12" C900 PVC PIPE. ENSURE WATER TIGHT SEAL AT ALL O c TOP OF STRUCTURE: VAULT PENETRATIONS. 2525.05 also 13.5' ° 1 TOP OF STRUCTURE: 2525.05mime 2 y !c 11 11 ° g ° Cz 4 a oa ESTIMATED FLOW LINE: 2521.39 ° 12 7 ° ° p a a Q INCOMING SUPPLY FROM ECD N. MCDERMOTT RD. � 9 me00 _ ESTIMATED FLOW U) LU - T LINE: 2521.39 5 27 = ' z o ti 4 7 = � � o w 10 ° 4 o� 10 9 ° -1T. 8 ° a Revisions 7 12 1 12 0.5' MIN. ° RECOMMENDED WELL LAYOUT 12"CHAMFER IE OUT: 2515.39 _ (CONCRETE PAD, CONDUIT, AND POWER 12"CHAMFER ° 12"CHAMFER ° TO PUMP STATION BY OTHERS) ° SUMP: 2513.39 ° SUMP: 2513.39' ° ° 8 6 ° ° 6 4' MIN. �SZONAL ENG Pump Station Section 1 Scale: NTS 10 9 1 s� No �T£OF \�P 9SoN DEN 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL n a By stamping and signing the improvement plans,the Registered Engineer ensures the Pressure Irrigation District that the plans conform to all District policies and standards. Variances or Pump Station Section waivers must be specifically and previously approved by the District in writing. E Acceptance of the improvement plans by the District does not relieve the Registered E Engineer of these responsibilities. �z BY: DATE: C6 mO4ADA COUNTY HIGHWAY DISTRICT 1 �i �i� I �� I Sheet Notes: o � 1 � �� __ � � I I �� = TH E + 1 70 `� 1�, I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN �� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO ��0 Cn CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE LAND 1 - — -- — — — PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF — - EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES GROUP TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE woo• SG 02 XIS I �, OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE 1 CeDX I �, ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE cc � cc 1 APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT REMOVE EXISTING GRAVITY IRRIGATIO PIPE 1 p1RR 70 G1R8 I I LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. I ; 1 CD 1 — GIRR I I o2. COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01 Cn 1 sm 3. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 1 s' GIRR BOX 07 "` + ` GIRR i I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 1 O 50- N - — — — I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 1 ' Z AT IN PVC C _ 1 _ — �' 135-LF OF 18- GIRR I x "' C I J 1 2+00 GIRR i I X�X 0 1 /p1RR y I 3 � �X 11 N A 1 R/pl� GIRR' I mN I m GIRR BOX06 GIRR 1 =OxO i 3 I I I LL 9 o .0 j'�°G — — _ _ — — I — I I I v N 1 — 9�F 0 GIR M y c9 + oR rn O - "' i c R Gravity Keynotes: .s 1 _ � 3 90 I I I � 1 _ 3 i X EP I d� I c� I 11. CONSTRUCT GRAVITY IRRIGATION BOX PER ISPWC SD-619 To o rn — A_ 8 W EP 8"IN P EP 10-LF OF 18-IN PVC AT 0.10% — 8"W I NX N 2. CONSTRUCT GRAVITY SHALLOW IRRIGATION MANHOLE PER ISPWC SD 613A 1 GIRR BOX 05 1 - 1 I 10 GIRR MH 02 I _� I - I C'3 85 LF OF 18-IN PVC AT 0.1 I I o_ I `� 13. POTABLE/NON-POTABLE CROSSING MAINTAIN 18-INCH MINIMUM VERTICAL O 3/° L _ 5+00 ° 1 1 — � oo � � 1 Z 010/° I _ c"'n A p 67-LF OF 18-IN PVC AT 0.11% 5+63.06 SEPARATION `F OIr�3-1N A r P — - � m 1 �, EP ------ EP - - EP O �° E� I J N' 1 1 Z + i 4 i00 GIRR MH 01 F,o 3 m z'- GIRR BOX 04 1O 1 1 00 1 A 1 I o IRRIGATION PUMP SEE SHEETS _ _ — — — _ N I I O + 1 C6.03&C6.04 FOR DETAILS / -o o �- 00 - + I Im I C N 0 20' 40' :2111 Gravity Irrigation-Waste Ditch Plan & Profile Horizontal Scale: 1" = 20' 2530 2530 GRAVITY WASTE DITCH: Sta. 0+00 - 5+70 y HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' W Cc 2528 2528 Q Q PROPOSED GRADE AT CENTEP LINE 10-LF OF 18-IN PVC AT 0.10% OFFSITE WASTE WATER = Q .� 2526 INTAKE —_———__——— i 2526 CD -- `—� o 0 a) 5-LF OF 18-IN PVC AT 0.10% — —— _—— 2524 — --- — ---- ---- U. 2524 — — I EXISTING GROUND AT CENTERLINE p I = Lr) W ow 2522 2522 F 18-IN PVC AT 0.12% 59-LF OF 18-IN C900 AT 0.12% 135-LF OF 18-IN PVC AT 0.12% 86-LF OF 18-IN C900 AT 0.09% 85-LF OF 18-IN PVC AT 0.13% 67-LF OF 18-IN PVC AT 0.11 % I Revisions 1. - z 2520 2520 WATER MAIN 8-IN PVC CROSSING WATER MAIN I GIRR BOX 8-IN PVC CROSSING I 05 GIRR BOX 06 EXISTING WATER 2518 4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 GIRR BOX 07 GIRR MH 02 GIRR MH 01 8-IN PVC CROSSING-12518 STA: 1+56.57, 0.00' 4-FT SO BOX PER ISPWC SD-619 48-IN MH PER ISPWC SD-611 STA: 0+97.63, 0.00' RIM: 2526.49± 48-IN MH PER ISPWC SD-611 I RIM: 2526.54± SANITARY SEWER STA: 2+67.54, 24.08 L STA:4+11.71, 12.43'L STA:4+95.76, 0.00' SUMP: 2519.29 8-IN PVC CROSSING SUMP: 2519.22 RIM: 2525.89± RIM: 2525.65± RIM: 2523.65± IE IN: 2521.22, 18-IN PVC (S) SUMP: 2519.06 SUMP: 2518.98 SUMP: 2518.87I 2516 IE IN: 2521.29, 18-IN PVC (S) IE OUT: 2521.22, 18-IN PVC (N) IE IN: 2521.06, 18-IN PVC S IE IN: 2520.87, 18-IN PVC (S) DIVERSION BOX IE OUT: 2521.29, 18-IN PVC (N) ( ) SANITARY SEWER IE IN: 2520.98, 18-IN PVC (SW) IE OUT: 2520.87, 18-IN PVC (N) 2516 SEE SHEETS C6.03&C6.04 IE OUT: 2521.06, 18-IN PVC (NE) 8-IN PVC CROSSING IE OUT: 2520.98, 18-IN PVC (N) STA: 0+14.63, 0.00' RIM: 2525.55± SUMP: 2513.39 ��SZON Ly,N� G\S T 2514 IE IN: 5 . , - 2514 IE OUT: 2521.39, 18-IN PVC (N) 109 1 9T£OF \0P�o 2512 2512 Jq DES�� 11/03/2020 Project No.: 119192 3 EXISTING GROUND ELEVATION FPROPOSED GRADE ELEVATION Date of Issuance: 11.03.2020 AT CENTERLINE AT CENTERLINE c Project Milestone: AGENCY SUBMITTAL � a 2510 2510 M co O m N m N co Lf) co r O O ~ O) Lq O L M N O O O M O O r ~ 6i LC> N U? W N O O M M CD CD co M CD O M l!� co p U') co Gravity Irrigation N U.) Lf7 LC') Lf7 Lf7 LC') v � co co co co v co co co co M M r` Waste Ditch Plan & N N N N N N O N O N N N N N N N N N N N N N N O N N N N N M GV N rn o N U') N LO N LO N � N U') N L!") N � N � N LO N LO N LO N LO N LO N LO N � N � N U') N � N LO N LO N LO N LO N LO N � N C\J C\J 6 N N N N N GV N N N N N GV N GV N N N N N N N GV N GV N GV N GV N GV N N N N N GV N N N GV N GV N GV N GV N GV N N N N N N Profile i L E �zd 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+70 C7m01 --- Sheet Notes: -------------�- J-- ------ —-- I T H E 8"W o 8„W B V ,A, - 8 W °C � ��9 - I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN r� r W. Achievement a g W i 'p ABOVE GROUND PERFORATED PIPE I I I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO . LAND cc CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE . - 7 44+00 - IF 2� - Street 45+00 46+00 I I PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 2 I I - - - I EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES ' GROUP CC) �,�� I 8"SS 8"SS 8"SS - 8"SS 8"SS j TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE it I OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE oc I I ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE ---- a i I APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT - ---------------------------- __ ____ -- -------------------- ---------- rc V I i a I LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. � cc )R/W R/W o Af R/W aiw R/W R/W R/W ylW 'Q - - I 2. COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01 3. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST GIRR BOX 05 Q` � Q + i I I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL Q M c I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. cc cc a I GO a T s i i Z4Z CID zo - a � I i i I Gravity Keynotes: Oi i I I I 1. CONSTRUCT GRAVITY IRRIGATION BOX PER ISPWC SD-619 QD ao i I I PIPE 2. CONSTRUCT GRAVITY SHALLOW IRRIGATION MANHOLE PER ISPWC SD-613A I GIRR GI R GIRR GIRR GIRR GIRR i IRR GI R GIRR IE(E)12"IRON:2526.34' GIRR o - - - �� GIRR IRR - I 3. POTABLE/NON-POTABLE CROSSING MAINTAIN 18-INCH MINIMUM VERTICAL j,� - - - - - - - - - - - - - - i - - - - cc GtlRR GIRR r_iRR -- SEPARATION GIRR BOX 04 1 IRRIGATION PUMP SEE SHEETS °C cc 1 3 - GR D-PERFORATED PIPE - - - - 1 O-LF OF 18-IN PVC AT 0.10% O GIRR BOX 03 GIRR BOX 02 O I 3+00 C6.04 FOR DETAILS PIPET z, I . n; 12"G RR C6.03& 12;`�IRR� 12'GIR� �� I � � � � MIJ P IE(W)12"PVC.2525.60 7+21.31' PIPE 7+00 P' P' 173-LF OF 12 IN PVC AT 1.67% P 12 GIRR 12 GIRR 12"GIRR 12"GIRR 12"GIR 12"GIRR PIRG - - 6+00 X4� `54-1_F OF 12-IN PVC AT 0.20% _ ° IRL-L IF/NI11 F .__... F�1 dRR P5+00121-LF OF 12 IN PVC AT 0.20%(� � o' F'IIiH—� � X4+00 -� GIRR BOX 01 1IRR IRR PIRR rlriri PIRR X PIR PIRR PIRR PIRR PIRR 2 PIRR 2 PIRR O n J X N89°19'38"W 1323.00' X—fir X CL y � � O :2111 � Gravity Irrigation-Supply Ditch Plan & Profile 20' 40' _ Horizontal Scale: 1" = 20' C 2534 2534 ca ■0 SUPPLY DITCH: Sta. 3+60 - 7+40 = 400 HORIZONTAL SCALE: 1" = 20' y VERTICAL SCALE: 1" = 2' W 2532 2532 CID _ Voa 2530 EXISTING GROUND AT CENTERLINE 2530 = o Q o - F_ __ __ ------- \ o 0 2528 __--- -- -- —� \ 2528 �_ y o0 - _ PROPOSED GRADE ' z Q AT CENTERLINE M 2526 + 2526 CD � 54-LF OF 12-IN PVC AT 0.20% 121-LF OF 12-IN PVC AT 0.20% Revisions 1. 2524 2524 173-LF OF 12-1%PVC WATER 8-IN PVC CROSSING 2522 GIRR BOX 02 GIRR BOX 01 2522 GIRR BOX 03 4-FT SQ BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 STA:4+95.19, 0.00' STA:3+74.50, 0.00' STA: 5+48.72, 0.00' RIM: 2528.27± RIM: 2532.56± RIM: 2528.02± O SUMP: 2522.89 SUMP: 2523.13 2520 SUMP: 2522.78 IE IN: 2524.89, 12-IN PVC (E) IE IN: 2525.16, 12-IN PVC (E) 2520 IE IN: 2524.78, 12-IN PVC (E) SEWER IE OUT: 2524.89, 12-IN PVC (W) IE OUT: 2525.13, 12-IN PVC (W) IE OUT: 2524.78, 12-IN PVC (W) 8-IN PVC CROSSING GIRR BOX 04 pNAL IS 2518 STA: 7Q B034-FT SX P'EO OOPWC SD-619 2518 ��5��\ST RIM: 2525.45± SUMP: 2519.39 1 O 9 1 IE IN: 2521.39, 18-IN PVC (S) IE IN: 2521.89, 12 IN PVC (E) 9TE \oPx 2516 IE OUT: 2521.39, 18-IN PVC (N) 2516 Jg OF N DEN��"' EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 11/03/2020 AT CENTERLINE AT CENTERLINE Project No.: 119192 3 Date of Issuance: 11.03.2020 c 2514 2514 Project Milestone: AGENCY SUBMITTAL co r M M co O r OO N N co r N co N M r O O is O 6) O N 11") O W O O r N r r- O M r- O r— CO M r— O ~ O M co N co O N N N L6 N L6 co N L6 N L6 N O N O N O N ~ N ~ ONO C\J ONO co co M co M N O N Gravity Irrigation N u.) N LC� N LC� N L!7 N LC� N LC� N LC� N LC� N L!7 N LC� N LO N u.) N LNC� N LNC� N LNC� N LNC� N ,1 M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Supply Ditch Plan & E 7+40 7+20 7+00 6+80 6+60 6+40 6+20 6+00 5+80 5+60 5+40 5+20 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 Profile �Zd C7mO2 ti�� IE E)1 "�MP:252 .84' w I PIF Sheet Notes: w I I w lU11 w IE(� gh ' = T H E � I I I I I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN a I L I I I I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO LAND X CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE . - � I I I I I "' w CD PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF LOCATION FUTURE . GROUP �„ EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES I APPROXIMATE I I I 7° I "' x TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE I OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE a- STATE HWY 16 I I I I x ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE JCC l a I I I I I I I W APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT w I I I I U) 4-0 w x LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. I I I i I I I C � O w I I I x 2. COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01 I I I I I O °- 3. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST _� I I I w I i i i w CD w x EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL UmI "' �' SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. w I I I I Z x I IBX I I �° I °- o IE(N)18"CONC:2524.87' LLU x I IE(SW18�CONC:25co 28 32 I I w I PRESERVE&PROTECT EXISTING PIPING, I I I PIPE I I a HEADGATES,AND STRUCTURES I I PIPE IE(S; IBX I ff(912"CONC 252�75' a IE(E)12 CONC:2528.24 ( ( � EP GIRR { c IRR G P R GIRR I - r_iRR "' I X �" GIRR GI -- IE(W)12 IRON:2528.41 I - c� — OR D-PERFORATED-PIPE — — — — — — — — -3+00 - - - — — — — GIR GIRR GIRR — — — CIRR — — — _ �a1R� GIRD i — — — — — 2+ 0 — — - — — a- — — — ° IRR 1+00 12'GIRR — � — I — — a I Gravity Keynotes: # I I „ 12" R 12 GIRR 12 G 0+00 w I s� SS IS 1. CONSTRUCT GRAVITY IRRIGATION BOX PER ISPWC SD-619 12"GIRR 1 12"GIRR 12"GIRR w 12 GIR 360-LF OF 12-IN PV AT 0.90% CONNECT TO EXISTING WIPE I I m AT 0.20% 4+00 PIRR 2"PIRR 2"PI�iR 2"PIRR 2"P R 2" IRR 2"PIRR 2"PIRR 2"PIRR 2"PIRR 2"PIRR - - - GIRR BOX 01 i PIPE I IE(N I L, o ACCLIMA INC CD 3235 N MCDERMOTT RD I PIPE — APN:SO432417350 w I cc: I IE(N)12"C�72?2528.E ' Z w I CD Q CC II PIPE CA rn IE(N)12 0 20' 40' :2111 O Gravity Irrigation-Supply Ditch Plan & Profile Horizontal Scale: 1" = 20' 1 2536 2536 SUPPLY DITCH: Sta. -0+20 - 3+80 HORIZONTAL SCALE: 1" = 20' y VERTICAL SCALE: 1" = 2' W Cc 2534 2534 _ APPROXIMATE FINISHED GRADE FUTURE STATE HWY 16 Q a 2532 2532 CD PROPOSED GRADE F_ AT CENTERLINE 1-FT MIN COVER OVER PIPE I O O 2530 _ I 2530 y o EXISTING GROUND AT CENTERLINE - /- I Q \ C ---- ------- o 2528 -- ---- ---------- -- ----- 2528 360-LF OF 12-IN PVC AT 0.90% EXISTING BOX Revisions 8-FT X 4-FT 1 STA: 0+00, 0.00, 2526 RIM: 2531.28± SUMP: 2528.41 2526 IE OUT: 2528.41, 12-IN PVC (W) 2524 2524 GIRR BOX 01 2522 4-FT SO BOX PER ISPWC SD-619 2522 STA: 3+74.50, 0.00, RIM: 2532.56± SUMP: 2523.13 SSjONA LNG IE IN: 2525.16, 12-IN PVC (E) L 2520 IE OUT: 2525.13, 12-IN PVC (W) 2520 109 1 s�gTe \oP�o 2518 2518 Jq OF N DEN 11/03/2020 PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION Project No.: 119192 3 AT CENTERLINE AT CENTERLINE Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL 251E 251E r o o cc� CR CR o r N M U? O U? _M Gravity Irrigation CV N N N N N N N N N ONO N ONO ONO N N N M co � M L, N LO LO LO LO L, U, U, U �, U, U, � U, � � Supply Ditch Plan & N N N N N N N N N N N N N N N N N N N N N N N M i L E Profile F E= 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 �zd C7mO3 PLANT SCHEDULE THE / 1 TREES BOTANICAL/COMMON NAME SIZE CONTAINER ' I AA ACER FREEMANII AUTUMN BLAZE /AUTUMN BLAZE MAPLE 2"CAL. B&B LAND 1 • / AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B GROUP GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B MS2 MALUS X 'SPRING SNOW SPRING SNOW CRAB APPLE 2 CAL. B&B PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B / PC PICEA PUNGENS/COLORADO SPRUCE 8' HT. B&B - �I� �\ - - - - _ I PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8' HT. B&B PO PINUS NIGRA 'OREGON GREEN /OREGON GREEN PINE 8' HT. B&B TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B TURF SOD — o o — &O N STYLE METAL FENCE 000I �_ CLOSED VISION FENCING MATCH EXISTING AN VINYL FENCE, \� \ ASPHALT PATHWAY 6' HIGH NOISE ATTENUATION FENCE. / G \EG SEE DETAIL 4/L1.50 ! 2 5 2 0 \\ 2 I I I v v EG v v v 4, �� v� _ _ _ RETAIN AND PROTECTREMOVE AND \ \� \�� _ EXISTING TREE, INSTALL EXISTING TREE, GRIND OF PROTECTIVE FENCE AROUND X STUMP 18 BELOW EXISTING �� / / .• ... I I I I I I I / � \ \\ 'l � _ z \; ?\\� �� _ ___ \ \ TREE. 25 GRADE MIN. 41 I I I I 1 I III _ / / � � , � PiR \ EG \ \ \ \ \ �� `� \� � �� EW CALLOUT NUMBERS COORDINATED (2)AA 11 I III I ' 1 1 1 l Pi • •. . I R G Keynotes # TO NUMBERED NOTES BELOW. I ' `.`.`. . . I / � �\\ `ice �� EG C\j , ,•,•,•,•,• I I I III III / / PIRR EG \ \ 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 1 ,•,',`,•, I I I I I / / / / / / / /' 2. END FENCING, SEE LEGEND FOR FENCING TYPE. \ \ \ \ 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/L1.50. PIRR EG � \�� EG \\\ \� _ \ 4. SITTING BENCH, BY DEVELOPER. / / / , ' \ \ EG Project Calculations Z J . . . . . L L - - � I L// ' J L \ l l l i l l l � l l // l r R \EG - I J , / / / l l / / / / / \\ R \ �- \\\ xx A. RESIDENTIAL SUBDIVISION TREES: 29 TREES O • - - I l / / / / 21 WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6 / / / � / / / CL P/ FUTURE' N. GLASSFORD WAY' LF 443 TREES PROVIDED-1 3 1 B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) L 1 ' Driveway A R R l \ \ \ J/ \ \ l l / j l l / l l l l l l l l l / �I \l C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%) O Y , \ J /�\ / / / / / / / / I / / // I / �'?. D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED) 0 I - / / / i / / / 3 GS,•+ (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) '' / '� / / III, 1 /' E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT) 10 r- - - - - - - - - / / � 2 � / ______-\ \ / J /� / / / / / / 1 / F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES Q I . I - / / / / / / ,• / G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED. � R w J l i = I I R v _j l i i Landscape Notes: ■ . . . . . . . . . . . . . . . . . . . . . . . . mime — - - 3 GS \ ILL .'oc - -- -- -- / - - `. ) R / J L / 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2522 / i �,`,�,��. `,•,• , ,•,• • •, � � W\/ ,•, •,•,• 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. / I S R 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED W I nr _ N NECESSARY I.E..... FROM BEING BLOWN OVER PLANTED WITH LOOSE ROOT BALL ETC. �+ I I I - - - - - - / M w .� L - - - - - - - - - __ L __ __ J_ .P1R 6 MS2 e Stye �.` CONTRACTOR'S OPTION. - - - - - - - r - - - - - - - RR - - �) (5) G et 2 2 24 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND a 2 ,',` ' , , SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. O 1 I I I I I cc I I 3 •,•,• •,•, • ,•,•, , L 2 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (1"MINUS) BARK CHIPS. '.'.'.`.'. . . 1 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE = p 1 .. . y L — — — — — — — — - ' L - - J \ OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY Q - - - -- - - - '.`.'. CD L - - -__- -- -- -- -- -- -- -- -- ' '.'. 4 �' CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. i 1 -- _ -- r- - - - - - - - - - r- - - - - - - - - , I I •'•`• •`•% 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE 419 i'INCZ i 1 I 1 I I � I I WITH SITE GRADING PLAN. E ~O �Z c�1 I I I I I _ I 1 O �'.'.' .'. '.:.'. 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A Oow = w I Q I I ILr I I -_ L - __ - __ - - �- _ •`•`•` `- RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL w Q 1 1 '�' �' `� ' �'�' �' ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN p 0 - - - - - - - - � .� -- -- -- -- -- r- - - - - - - - - - P PI - - - - - - r - - __ - __ - � __— i � i I I `.-.� �� r - - - ; I - , I � PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY = � U z �+ _ VOLUME. Q_ .o� r I I I 1 �_ I I ` 4 I I ' I ' I I 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER = z 0 c�1 I I I I I I I '� I 1 •'• I 1 I I I I I LO MANUFACTURER'S RECOMMENDATIONS. = O w I 4I I '� I I y L — — — — — — — — J .```.````•♦` I I I 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF COD � j _CCL — — — — — — — — J �L — — J __ -_ -_ __ '.' ,''-''''` I I i I I SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" — — — — — — _L— — -_ �� -- -- -- -- -- •,-, , BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2"IN LAWN AREAS. _ _ _ _ _ _ _ _ , I m I I -------I 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO Revisions I 1 i �C I 1 I :•A- PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A _ - - - -I- - I • I I I I I Z I I ,•,�■+ , I ' I I I I LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED 1' 1 * I I L — — — — — — SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL 1 1 I L — — — — — — — —m-0, L — — — — — — — — J - - - '�PIR� L - - - _J I - L - - - -� DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER:A) 1 L - -- -- -- -- -- - . ,`.`.`. .`.� I 1 PROVIDE APPROVED IMPORTED TOPSOIL, OR B. IMPROVE ON-SITE TOPSOIL WITH METHODS R I 1 APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES • I I _ ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER ___ _____ __ EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. -------------------------- �� (13)TG i �� \ GS (5 2524 1 1 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS L - - - - - - - - J L - - - - - - - - - _ _ X FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, _ _ _ _ _ - 0 I BRUSH WEEDS AND OTHER LITTER AND FREE OF ROOTS STUMPS STONES LARGER THAN 2 INC ' `. .`. . . .`.'. . . r — — — — — — — — — — — W Achievement St IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. v, -- -- ----------- ------ -- - ------------------- 13.1 OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS I f3/�]I•. '�• .R� 1 I I I I I \ _� TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL DRAINED SITES R/W R�/ �•,•,•,•,•, �•,•,•,•,•, I I I Q I 1 WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. - - - - - - - - I L - - - - - - - - J LL L - - - - - - - - J � � � 14. BRIS ON THE SITE CREATED FROM LANDSCAPE __ _ _ _ _ _ _ _ _ _ ��. I (2) GS IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DE --------------------- _ _ _ —X (6)TG I i - — - - I� r - - - _ - _ _ - i I I I I I I I I I I 2525 I ; r - I OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. - - 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH 1 ' .•.`.'.� . ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EG o W Achievement St � �; 2524 ' I ' ; I , � I C I 1 , I I , I 1 �•: II 1 I zF_ 0 ID y - - - - - - - - - - - I L - - - - - - - _ 1 1 1 11 1 1 I II I I r ACHD Landscape Plan Notes: PF,LR.T� 1 4 �� o r I -- — — — — — — — — — — — - - - - I , 00-_ r , � I I I I I I I I I I � II 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, -Sp . � . i I I (3)AA STRUCTURES,OR FACILITIES. 2525 ' I I ' 1 I I I I I I I I I �.t��(�' • • 11 1 1 IV 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE , -16888 •` (-1 *`• •`• • •`• •`• L _ J L - _ I L ' L I I I ' � INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE i •Plfifi• _ iF� PTRf Rl� - - - �fRF� PIRR PI16 '• . --1 - E 2 GIRR NDSCA4�' �� _ � . PI -� _. L _ PIRR J CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. // � R \\11/03/2020 2 2 I Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 _ I 1 Construction Project Milestone: AGENCY SUBMITTAL 1 By stamping and signing the improvement plans,the Registered Engineer ensures the Landscape Plan li District that the plans conform to all District policies and standards. Variances or Landscape Plan - Area I waivers must be specifically and previously approved by the District in writing. p Acceptance of the improvement plans by the District does not relieve the Registered 1 ENE Landscape Plan=Landscape Plan - Area 1 0 40' 80' Engineer of these responsibilities. .E BY: DATE: ■O 0 Horizontal Scale: 1" = 40' ADA COUNTY HIGHWAY DISTRICT w PLANT SCHEDULE �� i THE 1 w C rn TREES BOTANICAL/COMMON NAME SIZE CONTAINER AA ACER FREEMANII 'AUTUMN BLAZE /AUTUMN BLAZE MAPLE 2"CAL. B&B LAND 1 `-1 AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B • 1 W — - GROUP 1 GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B a 1 "' MS2 MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B CD PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B 1 z PC PICEA PUNGENS/COLORADO SPRUCE 8• HT. B&B W 1 w m PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8• HT. B&B 1 o PO PINUS NIGRA 'OREGON GREEN /OREGON GREEN PINE 8• HT. B&B Cn 1 W a TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B CD a w Legend: 1 I I TURF SOD — o o — &OPEN STYLE METAL FENCE 1 1 I I W &TAN VINYL FENCE, MATCH EXISTING 1 I I ,¢ CLOSED VISION FENCING. I ASPHALT PATHWAY & HIGH NOISE ATTENUATION FENCE. 1 I I w SEE DETAIL 4/L1.50 o RETAIN AND PROTECT REMOVE AND DISPOSE OF EXISTING TREE, INSTALL EXISTING TREE, GRIND PROTECTIVE FENCE AROUND X STUMP 18" BELOW EXISTING C~ TREE. GRADE MIN. EW w Keynotes: CALLOUT NUMBERS COORDINATED f �J TO NUMBERED NOTES BELOW. WEST LAZY DIAMOND C LANE I I 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 2. END FENCING, SEE LEGEND FOR FENCING TYPE. LU 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/L1.50. � W 4. SITTING BENCH, BY DEVELOPER. Project Calculations `� ��\ `� A. RESIDENTIAL SUBDIVISION TREES: 29 TREES .1 21 \\ \�� E �� •�a `- I WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6 I o�- FUTURE: N. GLASSFORD WAY: LF 443,TREES PROVIDED-13 I�� G1 III N B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) �a� I I C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%) �2"DD\ � D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED) R \� � �� \ 3 GS,• � l \�� (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) / / / / l 1 • • r PlR \EG �� \�\ m I E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT) I I F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES Q I / l 1 - -,•,- / / PIRR �� \�� \� �� I I G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED. I AEG Landscape Notes: r \ I \ � I 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR / ,• • • l l l l �/ / / PIRR COD G 2 \� � i �� I "' r PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. aIRR 2 EG = _ - - 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. 65.83, `Eun _��\� �` - / _ - 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED W - -�' // / / / / / / / / / / :, ;• ! —_� ``= �� I I e / NECESSARY, LE..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. freet 2 R:. l l / �.�.�. EG\E I 'l 's CONTRACTOR'S OPTION. 2 J / / / 3 PO \ G _ I 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. / \ J / / / l l •.cam `. .'.` '.I (20)AA �`EG U-1 L 2 -- / ` / / / / ,•••,•'4 ,`, • ', �\EG \ I I I O 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3 OF SMALL (1 MINUS) BARK CHIPS. \ - 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE = p ••• • • - ! / J// / / • •• EG\ OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY ¢o - / •I - - CD CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. R, (7) PC \� �G - -OI — - - - - 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE F_ O (6) PF t3l'_3 ��E� I I w WITH SITE GRADING PLAN. E CD O 7 A\ ` •` ` ` `�' ` •`•' •`•`�' ` (4) PB \\ 8 F COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET ROTO TILL _ ' . .'• . . . . . �'.�`.� '.`.` �� - W IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A • � • � , Y •� �` •�•• 25 PRESCRIPTIVEROW � RATIO OF 3 CUBIC YARDS 0 - � Q DI'IVeWa C I I ' ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN �p _ \ I -_ • I IW I PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY = � z P PI I Q • r - - - � I - - - � I r - - - � I - - - •• � I w VOLUME. .• ' I 1 r \ t �'I 6 I I I I w 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM' PLANTING TABLETS. QUANTITY PER = z 0 I •` 252 I II / I I, I r MANUFACTURER'S RECOMMENDATIONS. = LO O w IICD '�' I I I I I I I I I I n,', •' ' I 51.81"• I I 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OFCOD r I I II TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" II III III I • I I I ' I II I w I D • ,• ,- •• • • •r I BELOW SURFACE OF WALKS AND CURBS N PLANTING BED AREAS,AND 1/2 IN LAWN AREAS • ��••�, 2525 I ` I C3 III II- I- I . . _ • I I I I I w J 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO Revisions L - - _ _ _ { • -.• •.+ • •• PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A f 30'NMID EASEMENT • • I I I I I I I I I •" `• i -—_ - _ - . I I I' I ' LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED 1' •'. I I I I I I I ` r - - 2 I II I 3 SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL •� .�.• • L - - _J - - J L - - - � L - - - J { 1 • �6 S.F. CD DOES NOT MEET THESE MINIMUM STANDARDS CONTRACTORS ARE RESPONSIBLE TO EITHER A) b C W PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS 1 4.1 I + APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ` •• `. R R �_ R .�.••�.`� �� L - .•. �'• - - - _ - -2526- - - - - - I I I I �ti . .. R W = i , ,`, I s ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER �� ___ - - - _ _ _ . . I ,� --_ _ _ -__ _ - __ �• W EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. _N , •I I I I `� i w 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS 1 X m Q ` I I I FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, St / 1 ,CCD I v I '•' BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES 1 -- ------ -- -- -- -- -- -- - --� i I X � L - �_ I � •, -,•• ,•I I I' I I �I I IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. ---- 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS V m - J I I I W I J TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES 51.21' /.� I WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. 1 I 1 I i l 1 :` I I I s�'� w I I 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE 2 GS 1 � � 3 5- �•� •� O ••• •• � C1 i I I �• •�• •�••• � - - - N � I I OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. I 1 - I I Ij 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH • • • • - I� ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. N i _ - ��____ _J 2527 I WCD \ .' I I' OF ACHD Landscape Plan Notes: I I I I I p �° � `�' `�'•T ` II I I I I I I I '•' t �I I • •,•• ••,I (3) PO I I I i II 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, = ' ••` l•' "' STRUCTURE R FACILITIES - - { - (3) AA i i � - I - STRUCTURES, ` ' 'S0.24' ` - - - - - - R: I "o' 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE LA-16 88 \ . - - .. `.` LI- - - J I L - - - J I L - - - J I - - - - - _ �� I I I 1 „ ' ' �� 12"GIRR __ } °C I� I � INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 2 GIRR 12"GIRR •• ` ` 12"GIR •' I • 12"GIRR R 12 GIRR I I ' CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ��/L`�NDSCA4�' \�\ `P R PIRR PIRR ` P •`p •`• 2"PIRR 2"PIRR 2"PIRR 2"PIRR - 11/03/2020 2 1 2 I - Project No.: 119192 (5)AE 1 I I Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 1 - W 1 i I Construction N w Project Milestone: AGENCY SUBMITTAL 1 I ��T T Landscape Plan 1 By stamping and signing the improvement plans,the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or Landscape Plan - Area CL I c� waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 2 ENE Landscape Plan-Landsca a Plan - Area 20 40' 80' Engineer of these responsibilities. ELl .01 " = 40' BY: DATE: Horizontal Scale: 1 ADA COUNTY HIGHWAY DISTRICT NOTES: NOTES: 1 �1 T H E 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS W.- RAND RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; . YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE GROUP 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO GALVANIZED NAILS TO PREVENT SLIPPAGE. PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. " RUBBER CINCH TIE 0 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE C� ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. a poe 2 x 2 x 8 CEDAR STAKE- DO NOT PENETRATE ROOTBALL. o 0 2 x 2 x 8 CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM _ TRUNK _ �M I TRUNK 11-7 AA UTILIZE SOIL/ROOT PROBE AROUND TRUNK \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE . (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE � 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE � � 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ',�.-� FINISH GRADE REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP /VA/VA V �� /V� \ A/ � � _" � � A REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS %OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ �� / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ \\ \ \\/\\ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \/ / � WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \/\\ \/\\/ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE VA/ /AA/AA/AA/AA/AA/AA/AA/A A / /VA/\ VA/VA/VA/VA/VA/VA/VA VA V A V/VA/ LEFT ON THE BOTTOM OF THE ROOTBALL. LEFT ON THE BOTTOM OF THE ROOTBALL. \�/j \/j�/j�/j�/j�/j�/j�/j�/j�/j\//\ \\ SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2 2x ROOTBALL DIAMETER x ROOTBALL DIAMETER Deciduous Tree Planting 3x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER Q IScale: NTS 2 Scale: NITS MIJ O ■1 y LU o LOT OWNER USE EASEMENT - �` �f ■ W Cc 6-FT HIGH NOISE ATTENUATION FENCE ON TOP OF BERM a o 8-FT ASPHALT PATH CD oC �1 TEM 0 CD LOT BOUNDARY FENCE 2� =: y w Q o � 1 = � C-) z Q z o L-0 LU o w RESIDENTIAL LOTS 6' HT BERM McDERMOTT ROAD (HWY 16) EASEMENT Revisions 1. 50' LANDSCAPE BUFFER McDermott Rd (HWY 16) Landscape Buffer 3 Scale: NTS IDq,Y, R. Ah � .., 11/03/2020 4# ' Project No.: 119192 Plans Are Accepted For Public Street Date of issuance: 11.03.2020 x< Construction Project Milestone: AGENCY SUBMITTAL By stamping and signing the improvement plans,the Registered Engineer ensures the Landscape Plan District that the plans conform to all District policies and standards. Variances or Landscape Detail m waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered a,�= 6' High Noise Attenuation Fence Open Play Supporting Imagery Engineer of these responsibilities. 4E� 5 BY: DATE: ■ 0 Scale: NTS Scale: NTSL1ADA COUNTY HIGHWAY DISTRICT Final Plat for Chukar RmidgeSubdivision Legend Notes FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN pr. LOCATED IN THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. O FOUND 5/8"REBAR PLS 14216 OR AS SHOWN NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO SAID DRAINAGE ASSOCIATION, INC AND IRRIGATION EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS O SET 5/8"X24"REBAR WITH PLASTIC CAP, PLS 7880 2021 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION o SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 r� EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. 0 CALCULATED POINT, (NOTHING SET) J 3. LOT LINES ALONG THE REAR OF THE LOT AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION RM REFERENCE MONUMENT EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. - - - SECTION LINE 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION BOUNDARY LINE SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY 0 100, 200' APPROVED AND/OR REQUIRED. RIGHT-OF-WAY LINE 5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE INTERIOR LOT LINE SCALE: 1" - 100' TIME OF RESUBDIVISION. CENTERLINE 6. LOTS 9 &LOT 31, BLOCK 2& LOT 19, BLOCK 3 ARE DESIGNATED AS COMMON LOTS AND ARE ENCUMBERED BY A BLANKET PUBLIC UTILITIES AND CITY OF MERIDIAN PUBLIC WORKS EASEMENT AND TO PROVIDE - - - - ADJACENT LOT LINE SHARED ACCESS FOR LOTS 10, 11 AND LOTS 29, 30, BLOCK 2 AND LOTS 16,17&18, BLOCK 3. SAID LOTS 9 - - - - - - - - - EASEMENT LINE &31, BLOCK 2 & LOT 19, BLOCK 3 SHALL BE OWNED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC., OR ASSIGNS.THE OWNERS OF LOTS 10, 11, 29, &30, BLOCK 2 AND LOTS 16, 17& 18, BLOCK 3 WHICH TIE LINE WILL BENEFIT FROM USE OF THE COMMON DRIVEWAY SHALL AT THEIR OWN EXPENSE, MAINTAIN, REPAIR AND/OR REPLACE THE COMMON DRIVEWAY AS NEEDED. O LOT NUMBER ti NORTHEAST CORNER SECTION 32 7. LOT 1, BLOCK 1, LOTS 1, 24 &37, BLOCK 2, AND LOT 4, BLOCK 4 ARE DESIGNATED AS COMMON LOTS AND NMID NAMPA MERIDIAN IRRIGATION DISTRICT �o T.4N., R.1 W., B.M. SHALL BE OWNED AND MAINTAINED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. W o CP&F INSTR. NO. 2020-020779 o Q7 N 8. LOT 38, BLOCK 2 IS DESIGNATED AS A COMMON LOT AND IS ENCUMBERED BY AN EASEMENT FOR THE N S.29 S•28 MCFADDEN DRAIN, PER INSTRUMENT No. 70321, AND WATER AND SEWER EASEMENT INSTRUMENT NO. A6� �3° Ma z W. McMILLIAN ROAD 2020-020189, RECORDS OF ADA COUNTY, IDAHO, AND SHALL BE OWNED AND MAINTAINED BY THE CHUKAR °26 z S.32 '1S.33 RIDGE HOMEOWNERS ASSOCIATION, INC AND/OR ASSIGNS. N60 z UNPLATTED o N00,34,4211E rn 9.C\j IN COMPLIANCE WITH IDAHO CODE SECTION 31 3805(1)(b),THE OWNER OF THIS SUBDIVISION HAS PROVIDED I 109.344' �� \� a N AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR /�0a3p�N �u ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. o 565��09� ,C/D „N ` o I 10. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SAS°07 �? z SERVICE WHICH WILL BE OWNED AND OPERATED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. \ 0 4q E 936.94 \E, � 1 i I ALL PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND 10 11 12 13 NHS°p�,44 W 4 B/ 38 � "19 � \ 1 1 MAINTAINED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. � � O1 14 15 9p 69 \ oCk? EXISTINGNG S` z I I 11. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH O 817 B/pCk? --EASEMENT TO BE VACATED I 1 I STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR 18 I I BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 9 19 o I I NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN 20 21 \ \ I I THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS O 22 Mo \� 1 I I CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS 8 23 O v S?S°p�,44 ` \ ` FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL UNPLATTED O 24 P5 E 333.31,\ + -1L - - - - - FACILITY OR EXPANSION THEREOF." _ O 26 O O O 27 w 7 10 = 28 S75°07'44"E ° 12. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT a SPr g ree O 29 30 25.80 I I CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR N O Og 11 t \ O I25 CHUKAR RIDGE SUBDIVISION FILED AS INSTRUMENT RECORDS OF ADA COUNTY, IDAHO o v °' a --f - - - - AS AMENDED FROM TIME TO TIME. z o co Z - - m O co (D 12 1 3 Block 4 w ~ 13. LOT 39, BLOCK 2 IS PROPOSED FOR AN IDAHO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PARCEL, a 31 Co 30.00' M z o NMID EASEMENT I N a TO BE DEEDED IN THE FUTURE. N Ion z c O O O O 32 M 3 I I co`D M o 14. THIS SUBDIVISION IS SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY DISTRICT (ACHD) EASEMENT AS Om 14O a z I Cl) I ; N RECORDED IN INSTRUMENT No. RECORDS OF ADA COUNTY, IDAHO. O .a 33 37 N � 39 I - I � :) a � m 15. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN INSTRUMENT No. m N � M O 4O 15 �c s ,� SEE NOTE 13 1 0 I co RECORDS OF ADA COUNTY, IDAHO. W.Achievement Street - .a 34 Q � a ° °" o 1 I o CD a O 16 R m "' W 16. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST - - - ( W Achievement St a 35 i i O KNOWN NORMAL GROUND WATER ELEVATION. O17 19 20 21 22 23 24 25 26 27 28 I N89°19'38"W I W ND Block 1 1 O O O O O O 36 25.00' —O O 18 — — BIOC 3 N89°19'38"W 363.11' I �� — — - - -o - - - - - � N89°19'38"W 1323.00, a '7880 0 — — SE 1/16 CORNER UNPLATTED I I EAST QUARTER CORNER �111-3-2020 0 SECTION 32 SECTION 32 qT P� T.4N., RAW., B.M. I I T.4N., RAW., B.M. E OF \� CP&F INSTR. NO.2016-120634 R.WA I , Ito MT H E CV SE CORNER � LAND Curve Table . SECTION 32 C'' N T.4N., RAW., B.M. o' C=) GROUP CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH CP&F INSTR. N0. C) C26 343.24' 12875.00' 1031139" 110600415211E 343.23' 2019-017187 S.32 S 33 _ _ _T_4 N, R_1 W. S.5 S.4 W. USTICK ROAD T. 3 N, R. 1 W. 462 East Shore Drive, Suite 100 C30 88.27, 12875.00' 0123'34" N05,07,1511E 88.27' I Eagle, ID 83616 PN 119192 SHEET 1 OF 4 Final Plat for Rmidge Curve Table Chukar Subdivision CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C9 31.40' 20.00' 89°57'41" S44°24'09"E 28.27' Legend 2021 C10 136.52' 75.00' 104'17'35" S52043'29"W 118.44' - - - SECTION LINE O LOT NUMBER FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN C11 35.35' 25.00' 81°00'47" N34°37'20"W 32.48'5 OO FOUND 5/8"REBAR PLS 14216 OR AS SHOWN - - SUBDIVISION BOUNDARY LINE NMID NAMPA MERIDIAN IRRIGATION DISTRICT C12 70.61' 45.00' 89°54'21" S44022'29"E 63.59' Oo SET 5/8"X24" REBAR WITH PLASTIC CAP, PLS 7880 RIGHT-OF-WAY LINE C13 31.43' 20.00' 90002'19" S45°35'51"W 28.29' INTERIOR LOT LINE C14 27.10, 67.00' 23°10'37" S12°10'00"W 26.92' �326 /jam \ o SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 - G C15 31.52' 67.00' 26057'02" S37013'49"W 31.23' °26Q6i/i \ CENTERLINE N66 Qo CALCULATED POINT, (NOTHING SET) C \ \ - - - - ADJACENT LOT LINE C16 40.35' 67.00' 34°30'35" S67°57'38"W 39.75' RM REFERENCE MONUMENT\ - - - - - - - - - EASEMENT LINE C17 22.98' 67.00' 19°39'21" N84°57'24"W 22.87' ` \ - - TIE LINE C18 43.40' 51.50' 48'1719" S24°43'21"W 42.13' \ 0 50, 100, C19 26.43 20.00 75 42 25 N37 16 31 W 24.55 C20 50.34' 51.50' 56'00'16" S76°52'08"W 48.36' \ \ \ SCALE: 111 = 50' C21 36.41' 20.00' 104°17'35" S52043'29"W 31.58' 40,12' \ ft..42 OT \ See Sheet 1 for Notes C22 28.28' 20.00' 81 000'47" N34037'20"W 25.98' / °O$gO \ 66.56, \ C23 29.60' 20.00' 84°47'17" N48°16'42"E 26.97' 63 / o � co - 40.00 \ \ C24 33.74' 21.50' 89°54'21" S44°22'29"E 30.38' of � co ` I r r N o 6 4O.O0, �.; \ \ S�4"F 1 C C25 33.24' 20.00' 95°12'43" N41°43'18"W 29.54' N 10 N 11 w 12 w o 40 p0, \ \ \296 06 O M 13 40.pp, \ ` C26 343.24' 12875.00' 1031'39" NO6004'52"E 343.23' M M _ EXISTING SEWER 0 0 o M 14 4p.00 �EE1' �� \ \ \ EASEMENT TO BE VACATED \ \ C30 88.27' 12875.00' 0°23'34" N05°07'15"E 88.27' CD CD O z z z _ 15 "' 40.pp, s o 400O, \ \ �` �EESHEETI \ \ 0 16 o 40 °�'44„ FOIlO'T 9a _ \ I 6 C17 174 co 0 0 17 o' 0 8�0 pp, 4p W 9p4.6g, DIMENSIONS \ \ co 20.00' 40.00' 40.00' O 39. o 18 "? Ck 2 0p' SOO°34'42"W S89°23'36"E 100.00' 7g 4Q p p o 19 co 0 4000, 38 \ \ \ \ \ o 30.03' O h S38°49'00"E 6.38' 4 p 0 , s o 0 o L \ 50 pO, 33 , \ 0 ° 20 3 .32\ co 20.00 85.41 �6� 9� 0 4p 0 , co s 21 `j 40.00, S89025'18"E 105.41' 0� so N ° 40 p p N 22 4QOp' \ o v �� N O 0 4p v 39 o O z,�0 C2O 15 cv 4000, N 23 o 0 Op 4 p ` o �, 40. CO o, 24 o Op ` S89°25'18"E 100.00' ; / N85022'24"W 82.97' r24.58 \ °p 4000, U, o' O 400 ,0 w ° 25 T `� 4O.00, co 26 3 0 0 40.00, \ ` o; O7 O o 10 cj9 M �5�5°0�44„ 636 y3, 40'0p' cq o 27 1.: 65 g4, o 7.41 + v 7.18' N W. F 554 50co 0" 28 o S89°25'18"E 100.00' 23.5' 23.5' N8 °2 ' ° 23.5 I SPR/r'�E,ST �, °0 � °" O co 29 9 518 W 100.00 N89 2518 W 100.00, VcL BEET 40.00� "Q _o Cl)I o O CD O o 11 0 23.5' 15.46' \ 40.pp, CO N 30 ° C o v S89°25'18"E 100.00' 395.78, 4 .pp, C cr CO o U o 324 O 1 40 00 N z S89°25'18"E 100.00' � u+ \ ,.� 9 � o N 8. 4 �`P; N89°25'18"W 100.00' N89°25'18"W 100.00, a o 310 6 N o W o co o Block 4 o Y oo � O o0 12 o cc I� 6 O � ° ^ ° 4Q00, SEE SHEET 1 o c' 5 6 6' 0 4j Cl? 5 07' 19 FOR LOT 39 o o O _ � o• r S89 2518E 100.00 0 - N89°19'40"W 160.00" o N7 44'W 86, 00 r cv C� M gO.93, DIMENSIONS I m S89°25'18"E 100.00' W N H N o 40.00' 40.00' 40.00' 40.00' >> 31 S14°56'57"W Cl) a M N89°25'18"W 100.00' ao N89°25'18"W 100.00, o "T o o O o o0 0 o O M ti O o �� ° N7 ° 86.14 30.00 z o o rn o 0 0 0 � Co o v `J 23.5' S O�'44'�y 15.10 cn o O oo u�+ l ti v O oo M 13 T z o ui o b o 0 0 23.5' 1Oy 1� 39 v 4 o ac N v w o c" r S89°25'18"E 100.00' o o "' '� 1' O 1-t 24' M N N v' o 0 0 0 4 �, 00 � 32 W S89°25'18"E 100.00' z co � N89°25'18"W 100.00' M N89°25'18"W 100.00' o !D: O5 6 O7 O Cl) W N I CO M o CO O N O N T N r M 0 o z O o o - o 0 0 O a r y I oo O o o ca o 14 0 N 0 o - Y o _o o S89°25'18"E 100.00' � o 0 0 0 '�. N84°06'S7" 37 0° 23.5' ° 23.5' LU o c" Cn N o W 100.00' W S89°25'18"E 100.00' ° ° C' c" a ;� 33 0 N89 2518 W 100.00 N89 2518 W 100.00 0 `��' 133.96' 40.00' 40.00' 40.00' 40.00' 13.18' 1 'j g CC) � vo W �Z1AL' `9 ED cD CD0 0 2 0 0 4 00 15 Cj� � 307.14' N M � ��1�� \ TER O O O S \ N ° N a M C o N84°06'57"W 100.00' � N � W10 SA° _ _ _ S89 19 40 E 346.86' z o ° o 23.5' 23.5' 3S�25,, o W.ACHIEVEMENT STREET °° � `r 34 o N o a '7880 � O S89°25'18"E 100.00' o N89°25'18"W 100.00' N89°25'18"W 100.00' q F 10 o W ccT 1-3-2020 � o o N O b N 332.17' z o s o ° M Q JYd,gTF OF N89°22,59"W 89 99 16 40.00' 40.00' 40.00' 40.00' 52.17' 40.00' 40.00' 40.00' �, o N84°06'51 100.00, 7 �' �� 'T O o R.WAIL'' co W ACHIEVEMENT ST c, N89°25'18"W 100.00' N89°25'18"W 100.00, N o 0 0 0 5.43' 23.5' 23.5' 35 o z _Lq lA �? O� O N V� co N89°22'59"W 133co LO .50' - o 0 2 0 17 o N o _o _o 0 0 0 0 0 28 ° i1 - THE o � � � � M 19 N 20 � 21 � � 23 � � � T � � r N84 06'57"W 100.00' r� / 1�►i o � � � 22 � � 24 N 25 N 26 � 27 N o T � � LAN D 90.01' N . N89025'18"W 100.00' N89°25'18"W 100.00' zoM M co o 0 o v a 36 0 O Cg 6 M v o 0 00 00 00 0 0 o S89 19 39 E 100.42' o GROUP Block 1 1 23.5' 23.5' O o 18 M cr' cn cn cn U) � o con ° `* co Block 3 N 1 a.o7 110_00' 14.24' / o 100.00' _ _ _100.00, 30.00' 40.00' 40.00' 40.00' 40.00' _ 52.00' _40.00' 40.00' 40.00' _ 47 0' N_ _ 150.62' 363.11' 462 East Shore Drive, Suite 100 o - - - - - _ _ SE 1/16 CORNER SECTION 32 N89°19'38"W 1323.00, ° - Eagle, ID 83616 T.4N., RAW., B.M. UNPLATTED PN 119192 SHEET 2 OF 4 Final Plat for Chukar i e Subdivision Certificate of Owners 2021Certificate of Surveyor KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT DESCRIBED AS FOLLOWS: THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32,TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE CODE RELATING TO PLATS AND SURVEYS. MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 32 OF SAID TOWNSHIP 4 NORTH, RANGE 1 WEST; THENCE SOUTH 00°32'39"WEST,A DISTANCE OF 2633.70 FEET ON THE EAST LINE OF SAID SECTION 32 TO THE EAST ONE QUARTER CORNER OF SAID SECTION 32, SAID POINT BEING THE POINT OF BEGINNING; LANIj THENCE NORTH 89'19'38"WEST,A DISTANCE OF 1323.00 FEET(FORMERLY DESCRIBED AS 1322.91 FEET) ON THE EAST-WEST MID-SECTION LINE OF SAID SECTION 32; THENCE NORTH 00'34'42"EAST, A DISTANCE OF 629.46 FEET (FORMERLY DESCRIBED AS 629.58 FEET) ON THE NORTH-SOUTH 1/16TH SECTION LINE OF THE w 7880 NORTHEAST QUARTER OF SAID SECTION 32; 11-3-2020 THENCE NORTH 66'26'46"EAST, A DISTANCE OF 73.26 FEET; `s� �� THENCE SOUTH 75'07'44"EAST, A DISTANCE OF 1296.06 FEET (FORMERLY DESCRIBED AS 1295.96 FEET)TO A POINT ON THE EAST LINE OF SAID SECTION 32; �`� ,5 E OF THENCE SOUTH 0012'39"WEST,A DISTANCE OF 341.62 FEET (FORMERLY DESCRIBED AS 341.82 FEET) ON THE EAST LINE OF SAID SECTION 32 TO THE POINT R.WA OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 15.42 ACRES MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. INVESTMENT ANALYTICS GROUP, LLC,AN IDAHO LIMITED LIABILITY CORPORATION BY: TITLE Acknowledgment STATE OF ) ) S.S. COUNTY OF ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED KNOWN OR IDENTIFIED TO ME TO BE THE OF INVESTMENT ANALYTICS GROUP, LLC, AN IDAHO LIMITED LIABILITY CORPORATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR IDAHO _ RESIDING IN T H E LAND MY COMMISSION EXPIRES • - G R O U P 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 3 OF 4 Final Plat for Chukar i e Subdivision Approval of Central District Health 2021Certificate of County Surveyor SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. COUNTY SURVEYOR CENTRAL DISTRICT HEALTH PLS DATE Approval of Ada County Highway District Certificate of the County Treasurer THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS I,THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY ON THE DAY OF INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. PRESIDENT DATE COUNTY TREASURER Approval of City Engineer County Recorder's Certificate I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. STATE OF IDAHO) ) S.S. COUNTY OF ADA) I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK M., ON THIS DAY OF IN CITY ENGINEER BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NO. DEPUTY EX-OFFICIO RECORDER FEE: Approval of City Council I,THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO L T F�s� % = T H E 7880 LAND a 11-3-2020 mdmhg - G R 0 U P sT X �� TE OF �pP � SR.WA 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 4 OF 4