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CC - Construction Drawings Southrid 9e Subdivision Ph se 4' LawmWW ir -W T H E vWLAND - GROU P Ch lienger NOT APPROVED Development , Inc . FOR CONSTRUCTIDNJ Construction 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 SHEET C1.01) FOR BENCHMARK LOCATIONS tlerol Dr 44bena Dr C. to CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR SEE TOPOGRAPHIC SURVEY( t>s THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. REV. MARCH 2018 GENERAL CONSTRUCTION TBM #1 : 5/8" REBAR WITH CAP RaaairagSpvarngs � 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY ELEV=2610.94 W. Overland Rd. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 11valorPark EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) W Overland Rd,THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS -- WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TBM #2: 5/8" REBAR WITH CAP a ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY TB#1 ELEV=2609.59 FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. HIGHWAY DISTRICT (ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE TB#2 !�C MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. TBM: CHISELED SQUARE ON THE SOUTHWESTERLY CORNER OF THE SIGNAL F P-7 _ cz V3 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 AND LIGHT CONTROL BOX AT THE SOUTHWEST CORNER OF OVERLAND ROAD C/) PROJECT r 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). AND CINDER ROAD. _ AREA 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 ELEV=2610.62 ,- tri COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 4. ` MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. n HORIZONTAL&VERTICAL DATUM: J 11 ,F IF I 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 1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) ' LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. SITE AT ALL TIMES. 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88) v crr r: 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION W.Victory Rd. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES CONFERENCE PRIOR TO START OF WORK DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE . ACHD Standard Notes: W victtry Rd 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 NOT TO SCALE 5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ACHD STANDARD CONDITIONS: mapquest 2000n 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. O ,,JOi� PROTECTED. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE ©2015 MapQuest - Portions©2015Torl Terms Privacy CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR 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 RIGHT-OF-WAY. Sheet Index 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 SHEET SHEET 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. NUMBER SHEET TITLE DESCRIPTION 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. 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 GENERAL 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 C1.00 COVER SHEET& GENERAL NOTES WAS THE MOST-RECENTLY ADOPTED. C1.01 TOPOGRAPHIC SURVEY 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 8. 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 CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE C1.02 SITE OVERVIEW 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. C1.03 STREET LIGHT& SIGNAGE y 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. SWPPP OTHERWISE NOTED.THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING C1.50 EROSION &SEDIMENT CONTROL PLAN W 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. C1.51 WATERS OF THE US 10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. C1.55 EROSION &SEDIMENT CONTROL DETAILS 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE DETAILS 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 REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. C2.00 ROADWAY TYPICAL SECTIONS &DETAILS 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 RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES ROADWAY PLAN &PROFILE ENGINEER. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE C3.00 S. GRAND FORK WAY STA 21+60-24+60 CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S WATER OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. C3.01 S. GRAND FORK WAY STA 24+60-28+00 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 C3.02 COMMON DRIVEWAY STA 0+00-3+80 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 ACHD ROADWAY NOTES: SANITARY SEWER y COST TO THE OWNER. GENERAL CONSTRUCTION NOTE NO. 1. 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND C4.00 LINE A PLAN AND PROFILE STA 9+30- 16+20 ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE = ccz 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, Q 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, WATER PLAN 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. O p CD 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE C5.00 POTABLE WATER PLAN ccTRAFFIC, 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 w cz LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD PRESSURE IRRIGATION SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO POLICY MANUAL: CA 12M 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 C6.00 PRESSURE IRRIGATION PLAN 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL THE CENTERLINE FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN RULES (IDAPA 58.01.16). . THE C6.01 NAMPA&MERIDIAN IRRIGATION DETAILS STANDARDS AT THE WORK SITE AT ALL TIMES. STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. DRAINAGE 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, 14. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD ASBUILT 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. C7.00 DRAINAGE SWALE DETAIL 1. INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR 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 LANDSCAPE PLANS CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A L1.00 LANDSCAPE PLAN SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL OF RECORD DRAWINGS. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). TRAVEL LANE. FINAL PLAT 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHEET 1 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 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START -- SHEET 2 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. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE SHEET 3 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 WATERCONSTRUCTION BEGINS. -- SHEET 4 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 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. COORDINATE WITH THE PUBLIC WORKS INSPECTOR. REPAIRS)WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE 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. 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. 2 PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND REV. MARCH 2O18 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. 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 Engineer:er•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 g oNAL SZ IT IS BEING CONSTRUCTED. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. 5 �0\ST 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER 58.01.16). CHALLENGER DEVELOPMENT, INC. THE LAND GROUP, INC. o 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 1977 E. OVERLAND RD. 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. MERIDIAN, ID 83642 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 'qT£OF \�P [��fE 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 �9SONDE14 Public roaHo CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR IDAHO Works department 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 02/18/2020 Design&Construction Supplemental Specifications CROSSES A STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). Project No.: 117035 R ! iROADWAY These plans and/or specifications have been reviewed Plans Are Accepted For Public Street [oil I ■ for compliance with Meridian City Standards and Date of Issuance: 01.10.2020 I '; ■ Certification of Compliance with Design Standards: Specifications. This review does not relieve the owner, F ■ ■ ■ 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: Permit Set rw { ■ ; ` and/or construct those facilities in compliance with all ■ ■■ RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH current applicable federal, state and local laws, rules, General _ r CONSTRUCTION. THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES regulations, ordinances, development agreements, By stamping and signing the improvement plans,the Registered Engineer ensures the ` �■ ■ ■ specifications, orders or approvals, all of which the City District that the plans conform to all District policies and standards. Variances or Cover Sheet & General F 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. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE by City staff shall not be construed as approved unless Notes d z J �} THE PIPE ZONE. ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT specifically addressed in writing by the City. Any Acceptance of the improvement plans by the District does not relieve the Registered s 7 ■ DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE proposed revision to these plans must be submitted for Engineer of these responsibilities. r a .1 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 FOUND ALUMINUM CAP FOUND BRASS CAP CP&F INSTR. NO. 11008891 CP&F INSTR. N0. 107153515 '1� THE R/W R/W R R/W R/ R/W R/ R/W R/W R/W R/W R/W r% �' n►� S.14 LAN D Ti �� .-�Ve�a11d S.14 S.13 . 5.23 _ - GROUP _Rd. _ S.23 S.24 I R/W R/W R/W R/W- J R/W R/W R/W T I , NOT APPROVED O i TB#1FOR \ \\ \ \\\ ill II \ \\ ° . • \ \ / III II I CONSTRUCTION Fib IIIII �f��`\ `�\ \ \ \ \ `\ \ \ �\ \ \ I • 's \ \ Rr� WIN • J �/ Legend: d / 1 II O SET 5/8"STEEL PIN I EXISTING GROUND CONTOUR(NAVD 88) 2450 j ` \ \ \ \ \ \ \ \ \ \ VV � \ \ \ \ \ - I I O SET BRASS PLUG �/ '\ \\\ ��"�-\\ \ \\ GMT• \ T _, _ _ _ Iltl I �_ \\\\\\�\\\ \\\ /��// / \ \ l \ \ \ \ \ \ \ \ \ \ 1 �, \ \ \ _ \ I III • FOUND 5/8 STEEL PIN EP EDGE OF PAVEMENT �\\\�\\� \\ )']I ��`-/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / - '�� \ o • \ _ I Ill I O FOUND BRASS PLUG EG EDGE OF GRAVEL � LLLI \``S �11111�`\�0 TBM 2 \\\ \ \\ \ \ �\\ \��\\ \\\\\�\/ \\� \\ \ \ \ \ \ \ \ \ 1 /// 1 I • ___ • \ 01 I FOUND BRASS CAP CURB AND GUTTER CALCULATED POINT —X X X X— FENCE LINE \ \ \ \ \\\\\\\\\\\\\ / \ \ \\ \ \ 1 _ - - - I -=- - _ _ _ _- - - _ TEMPORARY BENCHMARK SS SANITARY SEWER LINE SEWER MANHOLE \ \ \ ) \� �\\ \\\\\�\\\\ / \ \ a 50 ✓� / I I II I OHP OVERHEAD POWER LINE IIII- / I 1 / I I I I I I I I I II II I I I \ _ _ I I I I I I I QW WATER MANHOLE - - _ _ - - I I UGP UNDERGROUND POWER LINE \i/ \\o ° o II — I I _ — L - - �1 III \\\ ® WATER VALVE \ \ \ �\ (III / I I / I _ IIIII G G GAS LINE \ \ \ O \ \ \ \�\\�\ \1 I I _ _ IIII I o WELL . IRRIGATION MANHOLE W W WATER LINE Z \ \`�\\�\ - - - I III f jIV III _ _ T T TELEPHONE/COMMUNICATION LINE O \�\ "\ \\\\ 1 _ _=— ___=_ IIII III — -'I I— — — �I I I I I I ® IRRIGATION VALVE _ W5 \\\\\\\\�\\� ///�'�\ \ \ 1 . �- - _-_ - I IIIII I I 1 /J I I _- l I ( 1 I I I I I I III MW MONITORING WELL PIRR PRESSURE IRRIGATION LINE \ \ \ \ \\ \ \< �� \\ 1 — == — II I- - - I I - - I I I I I I I Mw SUBJECT PROPERTY BOUNDARY p TELEPHONE RISER 1 c CABLE TV RISER IIIII - - - - - - - - - SECTION LINE Gv \ \\\\\ 1� / ® GAS VALVE ADJACENT LOT LINE -- - -- IIII EXISTING RIGHT-OF-WAY LINE ---- _ ram. \ — — � - - - _ UTILITY POLE 11 p,llllll IIIII II � - -- _ _ CENTERLINE r —_ � � — __ _ O ELECTRIC RISER — — I \\ \ \ \ \ so,ll� IIIN � � I° I I _...� ! �o — -�\\ I I ll — ` � \ \ \\ \ \ � 1 II I IIII II III IIIII- -r - - =� ° o ° \ II - - -11\\ III ��- _ -_ - - - - -- III 1 — FUTURE RIGHT-OF-WAY LINE y \ I ✓ 1 1 J - _ - `\\ / \ - POWER TRANSFORMER/SECTOR BOX / I 1 1I I IIIIIII IIII v� (IIIIIII IIII IIII II III ° I� — — IIII Ill / (J I �: --__= 11 II I \ / Il I \ r==�� ( 1111'l I I IIII I =_= I Iil I 1 / III 1 I IIII 1. - - LIGHT POLE - - -- - - - - - EASEMENT LINE Vll II 1 1 111 II111 / I MI I / I I I / II I I W I. --- \ I ill 11 IIIII / / II MII I \ / III / I I II�� / / / / I I II� ll IIIII IIIII 1111� 1 _ / REY VE EXISTING 1� - - (I I I I I \� _� - - - III I //I \\ __ (1 I I I I \ I I_ - _JI I---�, I I tl I LSCP LANDSCAPED AREA GIRR GRAVITY IRRIGATION LINECz Jlllllllllllll ro�E \ ST�ETBARRICAb€. IIIII Ill ( I I l JIl - - - = =�s / — _=_ - - \\ I _____\ - - - I I RCP REINFORCED CONCRETE PIPE - - - - ' / / / ✓ / ALK BARRICADE I 1 1��i\ 1 I I I lIII - - - - �- III /I \\ /'- �I 1 f II� CONCRETE AREA / 1 I 11 I I I -- - -� �l - - - COC Q / � l l/IIIII /ll/Ill _ I 1 111 -- IIII / II I 1 1 II 1 II I III — f // / / �� l r III 1� - / I I UI I Ir- - �\ ` / I // 1I II = / I 111111 \ CMP CORREGATED METAL PIPE IIII l,J t1 J I _ I t Y� III - - II��II� lI \\ ===I I JI I /_L--U1 - - - ,1 III I DECIDUOUS TREE l �\ - - - - __= I i PVC POLYVINYL CHLORIDE PIPE --f � }� �� IIIII 1 �I I IIII II / ,� 1141 CPP CORRUGATED PLASTIC PIPE D STORM DRAIN MANHOLE 11 X -'Z \✓z J \///// i��- _ _=— � i/ �� L/ I � �� • �\\�\\\ — -� \ IIII r IF c0i ® ® CATCH BASIN INLET 1 Cc /// // � /— = �i� I I III I I I O o ` \ / '/ Benchmark Notes. Revisions SEE TOPOGRAPHIC SURVEY(SHEET C1.01) FOR BENCHMARK LOCATIONS // //I r, / \0� _� \ \ �\�\ \\� \\\��- _ f I M I I I Ir TBM #1 : 5/8" REBAR WITH CAP \\ ELEV=2610.94 \ \ \ \ \ \ \ V / f7 // //� 1 I/ �� / TBM #2: 5/8 REBAR WITH CAP ELEV=2609.59 -� \� \\ \\ \ \ \\ \ \\\\\\\\\ \� TBM: CHISELED SQUARE ON THE SOUTHWESTERLY CORNER OF THE SIGNAL \I \ III III LIGHT CONTROL BOX AT THE SOUTHWEST CORNER OF OVERLAND ROAD J/l� \ \ 11 // �l 111 �\ \\ \\ \ \ III 1 III AND LINDER ROAD. / �/ \\\�\o `\\\ \\ ELEV-2610.62 _ �'� \ \� �� FOUND 5/8"STEEL PIN HORIZONTAL&VERTICAL DATUM: /' // CP&F INSTR. NO. 92555451 HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) /ii/ S. 2� S 24 �'/ /1�, / • ; Survey Notes: / /� / / / / / j ��j// % gSZO14AL L�IV // ////// / ///� / // / 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS SHOWN �, G �L t�G\ST / �� ///// / �� / HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, DIGLINE UTILITY MARKINGS AND AS-BUILT o PLANS. THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF ��% �////�/ /// //�/ �// //j/ /�/ /�� / UNDERGROUND UTILITIES. 1 09 1 am/7 OF 0 35 %// �/// 02/18/2020 / / /� 10, Project Issuance: 112020 / Date of Issuance: 0P 1 Permit Set Protect Milestone: Permd Set N Illlil IIil11` General N / Topographic Survey 0 100, 200' =LL - Topographic Survey / HORIZONTAL SCALE: 1" = 100' C1 001 ��o v I I o/ \\ Southridge Subdwision Phase 2 THE - - - - - - - aald,ti - - - - - - - LAND GROUP ° NOT APPROVED FOR ---- - - Driveway X Curve Table CONSTRUCTION CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH FundSS., — - - - \\ C1 160.45 150.00 610 1712 S510 20'09"W 152.91 rin C2 129.34' 150.00' 49'24'12" N07°24'13"E 125.37' I I I C3 140.75' 150.00' 53°45'48" N09°35'01"E 135.64' I I C4 210.53' 300.00' 40'12'30" N16°21'40"E 206.24' co I ' I oo CC I \ \ I I 00 - 1I - - I I I I 4 WON. cc South d e I \ g \- - I ' ' I , , � - b I � I - Phase SS 8 - - - - Z I I \ A I I I I O \AS SS � \ \ 6d7d9 \ I CL I S4005627"E \ I I ;0 I I , ' II 67.62' 4S00025'32"W 267.38' \ \ Q di h — du� \ \ C7 Y I or ps I I I I y \ Ova \ CSC 1 I I O �� \ \ WIJ mCID \ I 2rg \ �36' \ \ / N89002'56"W � \ W s Jy00� 32.62' \ j' \ - \ \ os s d Cc r \ \ O o II / w / _co I I d9 Southridge w I I — — \ Revisions Subdivision o \ 0 I p — Phase 3 I I I O - vi11 — SS 8----- \ LO 01 �I 0 I I L \ � Q dd s �Q dbidy I I o \ ss° M 4#,701 \ B 0 o t1a1d„9 N86015'25"E / 70.00' C4 jONAL Ly, c�5s \ST C209 b d \ N36°27'55"E � � �10 £ \OP�o / �A 34.82 � C3 \ \ OF N89° `•` _ 02 56 W 34.0 \ 4 DEN k3-10, � \ 02/18/2020 N32°06'19"E � F > \ \ \ Project No.: 117035 / 36 21.67' \ \ •� , \ 4 \ \ Date of Issuance: 01.10.2020 z N a \ \ \ \ Project Milestone: PermO Set \ \ \\ General oa \ Site Overview o N70012'01 Site Overview 6°' 12°' ELL \ 47.38' rya \ � HORIZONTAL SCALE: 1" = 60' \\ \ \ C1 ■ 02 ��o EXISTING STREET LIGHTI % Sheet Notes: gh �� T H E q'h 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, LAND ® CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION . \ ( I — — — — — _ — _ - _--- - ' AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. �� GROUP �p / \ EXISTING STREET LIGHT — — — — — - - - ___----- - - ' \\ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN __ APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT \ _ _ - - -_—_ NOT APPROVED — — -- - - � \ — — _ _ ____------- u �5--��;` __--- — _ � I LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO i*�'n�� _ ---- — BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS NII _ - - FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND FOR UTILITIES. _---___ _ _ — - - — 6 _ _ — - CONSTRUCTION � I � EXISTING—MEET—LIGHT I &—LO-9 o - - - - ■� �i I 13,299-SF , ; N B5 i - - - - - - o 10, - Legend: J N Q� ■i EXISTING STREET LIGHT � — — - - - -� � I I I 0 EXISTING TYPE I CITY OF MERIDIAN STREET LIGHT. b 30'SQUARE GALVANIZED ANCHOR BASE POLE WITH 8' / B10 L05 4 10 L08 COBRA ARM AND 250 WATT HIGH PRESSURE SODIUM 19,845-SF � B5 _ _ - LIGHT FIXTURE 13,217-SF � i I I 12,2 TYPE II CITY OF MERIDIAN STREET LIGHT. 25,SQUARE STEEL ANCHOR BASE POLE WITH 100 WATT / — — 2-, 5 F STA: 23+20 — — HIGH PRESSURE SODIUM SHOEBOX LIGHT FIXTURE I I TYPE I CITY OF MERIDIAN STREET LIGHT. PER MERIDIAN 10 L07 �� / ,150-SF � STANDARD T1 ' 90 B5 L90 x 18,756-SF — — — — — — — \ Signage Keynotes: R/W R/W ------------ i �' / STA: 24+51 � a� __-� h canal -- - � 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. %Iden 29+00 28+00 27+00 ------- ,25k�� i B5 L91 �..� -- O 26+00 -- 1§10 R/W R/W _-- _ -- STA: 25+78 Street Light Numbers: \ 62-SFCID 92 B5 L92 \ LOCATION NUMBER TYPE Q y\ / STA. 23+20 52013 TYPE 2 � \ STA. 24+71 52015 TYPE 2 CV / S 5 8 16,8 5-S \ � OCA O99 97 CP B5 L97 93 W \ 10,713-SF O B5 L93 / I IV 11,651-SF 99 Cz Cn City of Meridian Standard Notes: 0 I 95 / STREET LIGHTING 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. CA 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING 96 / WORK. USE THE ONLINE CITIZEN PORTAL AT = Cc z O 94 HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT 0 B5 L96 O / AND REQUEST INSPECTIONS. O w 12,378 SF / --B5L�4-- C / 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, 70 14,299-SF / - - - - - - BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE Revisions HYDRANTS AND 2' MIN. FROM WATER METERS. 1. 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. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. / B5 L99 105,510-SF / , I NAL 109 1 / I s o / � J,gTE OF 0P� �j DEN 02/18/2020 Project No.: 117035 j' Plans Are Accepted For Public Street Date of Issuance: 01.10.2020 Construction Project Milestone: Permit Set General 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 Street Light & Signage waivers must be specifically and previously approved by the District in writing. N;� Acceptance of the improvement plans by the District does not relieve the Registered B E d Street L i ht & Si n cg e 0 60' 120' Engineer of these responsibilities. gg�wo BY: DATE: HORIZONTAL SCALE: 1" = 60' ADA COUNTY HIGHWAY DISTRICT ��o g SWPPP General Notes ` SWPPP Legend: / / \\ \ \ , _ _ - _ _ _ \ , �, �:= T H E 1. ALL STORM WATER WILL BE CONTAINED ON SITE. IvI / LIMITS OF DISTURBANCE � . 2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A LAND FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM EVENT PRODUCING 0.25 INCHES OR GREATER OR ONCE EVERY SEVEN DAYS. - - - - - - _ I LI Fw Fw STORM WATER BEST MANAGEMENT PRACTICES BMP -� GROUP - #35. SEE THE FOLLOWING SHEET FOR DETAILS. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: _ r A. THE ENTIRE SITE IS TEMPORARILY STABILIZED,OR B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS,OR / PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS(MAY THROUGH SEPTEMBER) l I IN ARID AREAS AND SEMI-ARID AREAS. -N�2661 WITH DIRECTIONAL SLOPE ARROWS NOT APPROVED 3. DEWATERING IS EXPECTED FOR THIS SITE. ONSITE ESC CONTRACTOR IS RESPONSIBLE FOR ALL FOR APPROXIMATE EXISTING GROUND CONTOUR NON STORMWATER MANAGEMENT. 2661- (ONE-FOOT INTERVAL)WITH DIRECTIONAL SLOPE ARROWS 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS NEEDED BASIS AS DETERMINED BY THE ESC CONSTRUCTION J I\ COORDINATOR.P \ 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. Onto �� \ \ � � \ \ PORTABLE RESTROOM WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS,OR PROVIDE COVER OR A SIMILARLY EFFECTIVE MEANS \% TO MINIMIZE THE DISCHARGE OF POLLUTANTS.KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE (r\jam \ \ \ ��_ AND AT THE END OF THE BUSINESS DAY.DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. \ \ 1 ~ �� \ \\\ RECTANGULAR DROP INLET PROTECTION TYPE I PER 6. WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF SITE LOCATION Jill, BMP#31, SEE SHEET C1.55 FOR DETAILS IF PRE-APPROVED. ' � /A/ \ vA / cC\\ �\�\ \ \\ � � I/ \ �\ \\ / \„ \,\ \\ \ \\ \� \\\\ 1 7. ALL DROP INLETS,CATCH BASINS,AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR CONCRETE WASHOUT. SEE THE FOLLOWING SHEET FOR INSTALLATION INSTRUCTIONS. II( DETAILS. \ _ \ ONATER COLLECTED IN SOUTHRIDGE \ \ \ / �S 1 I \ \ \ 8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS \ \ \ \ INLET PROTECTION TO BE INSTALLED P SOUTHRIDGE PHASE 2 AND -\ \ ) POSSIBLE.ANCHOR TO PREVENT VANDALISM. PRIOR TO EARTH DISTURBING ACTIVITIES / \ \ SOUTHRIDOE PHASE 3 IS DIRECTED TO THESE \ \ \ 11I \ / STAGING AREA AS NOTED. STABILIZE AND PROVIDE AND REMOVED UPON FINAL STABILIZATION \ TWO REFTENTION PONDS. / �� PERIMETER CONTROLS PER THE STATE OF IDAHO 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING CATALOG OF STORM WATER BEST MANAGEMENT CUTTING AND SURFACING OPERATIONS.SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT \\ \ \ \ I \ \\ \ \ \ \ PRACTICES BMP#2 CONCRETE OR ASPHALT PAVEMENT OVERNIGHT.SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY \II \ INl PROTECTION TO BE INSTALLED - / / - - _ --- \\�I III II NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE.COLLECTED SLURRY AND CUTTINGS SHALL BE PRIOR TO EARTH DISTURBING �� j / \ INLET PROTECTION TO BE INSTALLED l I I r II DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY / l PRIOR TO EARTH DISTURBING ACTIVITI`E / IIII I �--y SITE CONSTRUCTION SIGN. STANDARDS. ACTIVITIES-AND REMOVED UPON 1 // `� AND REMOVED UPON��FINAL STABILIZATION / IIIII \ \t \ \ I \ \ \ I \ FINAL STABILIZATION / / / I I 12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION MEASURES. III l�I I� STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT 13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. - J I I I EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE(IF APPROVED BY THE OWNER)AT A Sauthrld e / I PRACTICES BMP#5.THIS SHALL BE MAINTAINED g, \� PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE I I l THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL STABILIZED PER BMP#9, Phase III I IS INSTALLED. PROVIDE SWEEPING DAILY OR AS CONSTRUCTION ENTRANCE TD BE \ INLET PROTECTION TO-BE_INSTALLED I�� I NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. INSTALLED PRIOR TO EARTHWORK \� PRIOR TO EARTH DISTURBING ACTIVITIES II I DIRT ONTO EXISTING ASPHALT. SEE THE FOLLOWING tWERATIQNS AND REMOVED PRIOR TO 15. ALL GRADING,UTILITY,AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 III \ AND REMOVED UPON FINAL STABILIZATION II I SHEET FOR DETAILS. F,VAI_PAVINGI3ASE.INSTALLATION: � � � --- � I A.M.AND 9:00 P.M.MONDAY THROUGH FRIDAY AND 8:00 A.M.TO 9:00 P.M.SATURDAY AND SUNDAY, UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER SWPPP PostingRequirements: 16. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. �� k�` / V �� - 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR OBTAINING O \\\ \\\\ \\ \\ \ \ \ \ \ \ INL PROTECTION-TO BE INSTALLED A lV 17. TOTAL DISTURBED AREA IS APPROXIMATELY 6.07 ACRES. - � NSTALLED �, f I I THE EPA NOTICE OF INTENT(NOI). p 1 E \ \ \ \ \ \ \ / \ / PRIOR TO EARTH DISTURB CTIVITIES'\ I I - 18. UPON CONTRACT APPROVAL BY THE CONTRACTOR,IT IS RECOGNIZED THAT THE CONTRACTOR HAS y `\ \ ND REMOVED UPOR FINAL STABILI ATION I 2. A COMPLETE COPY OF THE SWPPP(INCLUDING A COPY OF THE CONSTRUCTION GENERAL REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND - �� \ \\ \\\\ /// \ \ \ \ \ ✓® , ` 6 I CONDITIONS CONTAINED HEREIN. I I PERMIT AND COMPLETED INSPECTION FORMS),NOI,AND ACKNOWLEDGEMENT LETTER FROM \\ _ \\\\, \�\ \ \ \ \ \ \\ \ - \\ \\ �\ \\ / III EPA MUST BE RETAINED AT THE CONSTRUCTION SITE(OR OTHER LOCATION EASILY 1 g. g01SE CITY PLANNING AND DEVELOPMENT SERVICES REQUIRES EROSION CONTROL PERMITEES TO o I ACCESSIBLE DURING NORMAL BUSINESS HOURS)AND MADE AVAILABLE FOR REVIEW BY EPA, �% \\ l \ \ \ \ SCHEDULE AN EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION.THE INSPECTION 1101 A STATE,OR OTHER LOCAL APPROVING AGENCY. MUST BE SCHEDULED PRIOR TO GRADING OR OTHER LAND DISTURBING ACTIVITIES BUT AFTER THE �� \ VA\VA\VA\V�� \\\ \\VA V A V - - f� _ REQUIRED STRUCTURAL BEST MANAGEMENT PRACTICES ARE INSTALLED.THE REQUIRED BMP'S MUST A� 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE COMPLETE AND PASS THE EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION PRIOR TO CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING COMMENCING LAND DISTURBING ACTIVITIES.IF THE INSPECTION FAILS,YOU MUST COMPLETE ALL INFORMATION: NECESSARY CORRECTIONS AND RESCHEDULE THE SITE PREPARATION INSPECTION.THE SITE MUST PASS THE SITE PREPARATION INSPECTION PRIOR TO BEGINNING WORK.FAILURE TO SCHEDULE AND \ I I I `IIII • AT A MINIMUM,THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER PASS THE SITE PREPARATION INSPECTION WILL DELAY YOUR WORK. Q\W \ { I AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT \ \\ \\\\\/ \ I INSPECTIONS MAY BE REQUESTED THE SAME DAY AND UP TO THREE DAYS IN ADVANCE, CA \\\ \ \� \ \�\\\\\\ IN ET PRO ECTION 0 BE IN TALLED i J OIII /�\I I I /I \I / /I li INFORMATION AS WELL AS THE ADDRESS OF THE SITE,THE PERMIT HOLDER'S NAME EXCLUDING HOLIDAYS AND WEEKENDS. INSPECTIONS REQUESTED BETWEEN 7:30 AM AND / \ \ \ \ \ \\\ \\0\\\\\ \\ AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE(395 8888) 11:30 AM WILL BE COMPLETED BY 5:00 PM OF THE SAME DAY. INSPECTIONS SCHEDULED \ \ \\ \ J P IOR TO RTH DISTURBING ACTIVITIES _ AND REMOVED UPON FINAL S�ABILIZA ION - - _ r 11 -\I I MUST BE DISPLAYED THROUGHOUT CONSTRUCTION AFTER 11:30 AM WILL BE PERFORMED THE FOLLOWING DAY BY NOON. YOU CAN SCHEDULE ui _- - - r L I I • THE UNIFORM RESOURCE LOCATOR(URL)FOR THE SWPPP(IF AVAILABLE),OR THE THE INSPECTION THREE DIFFERENT WAYS: hPl1 ` I \\ I / I __ )IIII EIII FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO OBTAIN A COPY OF THE • SCHEDULE USING THE MOBILE APP ON YOUR SMARTPHONE AT HTTP://PDSMOBILE.NET. II III I - • SCHEDULE ONLINE AT WWW.CITYOFBOISE.ORG/PDS/PDSONLINE. Southrldge I - L - - rr- \_ \ L- L\J JE-i L_J IIII STORMWATER POLLUTION PREVENTION PLAN (SWPPP)FOR THIS SITE,CONTACT THE . CALL(208)384 3802 TO SCHEDULE. )I I -� I ��-_ _ ___ _- __ _= I I EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC Q Phase 3 II III / F (VAKOC.MISHA@EPA.GOV) (206)553-6650" ❑ • AND THE FOLLOWING STATEMENT"IF YOU OBSERVE INDICATORS OF STORMWATER - I \ II 'II Soil Stabilization: \\ �\111\1 - - - �- \ I Illy POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY,CONTACT THE \\ _ _ _ - _ _ ® I Ill{ EPA THROUGH THE FOLLOWING WEBSITE: 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF SITE ACCUMULATIONS OF SEDIMENT MUST BE \ \ _ _ _ _ I VII \ \ SITE CONSTRUCTION SIGN. I II\ HTTPS://WWW.EPA.GOWENFORCEMENT/REPORT-ENVIRONMENTAL f �_�`�\\ l� IIII f- REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. � � _ /� _� ✓ � - - _ - VIOLATIONS." \ ///VL ✓ \ \ \ I I I�I II _ _ �� \ ( I I �� _==` I �I \� _ 1\ • THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT 2. EXCEPT AS PROVIDED BELOW,STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE y COLIC II�X OUT =_ J \\ / I IS NEAREST TO THE ACTIVE PART OF THE CONSTRUCTION SITE. / w � � - J J \_- l \ IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY / / / ) I I I h�Illll IIIII/ IIIII 111 � 1G 10 972 SF \ II I IIII �\ / I I I\ /I I I I I / lI / IIII • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A CEASED BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION z Illl 11 -_ - I I \�I� 1\I II / / SU�II d e / l �I I _� Q f , / I IIII L = �C I \ �` - J` I PUBLIC RIGHT-OF-WAY. OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. / 111 , I I � ,� � �_� �_=A � -= r- - � I� o dI�PL�ATE�D\/ j// ��9�� A I 1 \ / \ - III Q / / 1 L8 1 III - w� IIIII _�\ J ph II \I I III 11 I I I I I I 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I,SECTION 1.11 � / / [13,5 2,202- F �I � � / 1 I II 2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND w c� - y \\� \ OF THE CONSTRUCTION GENERAL PERMIT. CONDITIONS,STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. CA am II �F_ I VIIII y y�II\\ � IIII I �y �� I I V III I IIIII 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS B10 L07 - _ II\/ � � I l 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND 13,150 S 65 L9f�L/ / _ - -- _ %% ' -- Vy�A _ 1 I FOR N.O.T. (NOTICE OF TERMINATION). / / ��-- -- -_ A AAA \f- I - I EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION Revisions \ \ APPROXIMATE == - = �i A�\VA �-�� = r= - 1. 18,756 5\\ _ _ \ h I /A \ VA / I I Ill MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE. iJ LIMITS -�� M � / \ \ 0 DI TUR ANC l I✓ \ � "// \ --� -- vy\\y=�yy y��\\�� I JI - I ' I �I \ \ \ 7 -- - = - THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED 5,040 SF AREAS AND/OR WHERE SHOWN ON PLAN,UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: \ \ / MULCHING BMP 15 - APPLY STRAW, RA COMPOST, WOOD HIP R WOOD FIBER T DISTURBED C G S GRASS, CO OS 00 CHIPS O 00 S O INSTALL FIBER RQLL O\V,LEVEL CONTOUR AT ,I B5 (\15'ON CENTfR!"AND REMOVE'UPON FI AL �I \` \ 65 L921 \\j\\// \ \_ _ /� �� \\\\�Off\ _ - V AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE VAV A 13,262-SF IIII DESCRIPTION,AND/OR: \ STABlI IZATION. SEE SHEET L1.00 F R \ 12,586-SF ///�// \ \ \ \ �� \ \\� \ I \ T \\\ \ \ _ / %/\ i �\ \\\\\\��' 1 Il 3. GEOTEXTILE BMP 17 APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO l/ \\ HY1�RQ- EEDMIG NOTES ON SL A \�� \\ _ %A// v v�v I II ( ) / \\ \ \ \� / �/ //%/ A S P E N C 0 V E S U B D I V I S I 0 N �\ \� \�\\\\� \-- 1 I III PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, v vvv v vvv A \ \ r \�\ �I B5 L97{ 1 �/ / / \ \ \ \ \\ ( \\\ B5 L93 I /\/ /j// V \V � \V \ -� l I I AND/OR: / / \\\\ \\ \ II 4. MATTING (BMP 18) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO 713s111651 PREVENT EROSION.SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. Stockpile Management BMP 9: FROM:IDEQ STORM WATER BEST MANAGEMENT PRACTICES CATALOG SEPTEMBER 2005 PROTECTION OF NON-ACTIVE STOCKPILES • DESCRIPTION: SOIL STOCKPILES:DURING THE RAINY SEASON,SOIL STOCKPILES SHOULD BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND A TEMPORARY PERIMETER SEDIMENT STOCKPILE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO REDUCE OR //// \� - - - - - - \ BARRIER AT ALL TIMES.DURING THE NON RAINY SEASON,SOIL STOCKPILES SHOULD BE / 14,299-SF/ // �- \ ELIMINATE AIR AND STORMWATER POLLUTION FROM STOCKPILES OF SOIL,PAVING \ - ' ` COVERED OR PROTECTED WITH A TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE \ MATERIALS SUCH AS PORTLAND CEMENT CONCRETE(PCC)RUBBLE,ASPHALT CONCRETE Contact Information ONSET OF PRECIPITATION. i (AC),ASPHALT CONCRETE RUBBLE,AGGREGATE BASE,AGGREGATE SUB BASE OR • STOCKPILES OF PCC RUBBLE,AC,ASPHALT CONCRETE RUBBLE,AGGREGATE BASE,OR PRE MIXED AGGREGATE,ASPHALT MINDER(SO CALLED"COLD MIX"ASPHALT),AND AGGREGATE SUB BASE:DURING THE RAINY SEASON,THE STOCKPILES SHOULD BE COVERED OR OWNER: CHALLENGER DEVELOPMENT, INC. PRESSURE-TREATED WOOD. PROTECTED WITH A TEMPORARY SEDIMENT PERIMETER BARRIER AT ALL TIMES. DURING THE �/� /\ PRIMARY CONTACT: NON RAINY SEASON,THE STOCKPILES SHOULD BE COVERED OR PROTECTED WITH A PH. APPLICATIONS: TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ONSET OF PRECIPITATION. IMPLEMENT IN ALL PROJECTS THAT STOCKPILE SOIL AND OTHER MATERIALS. STOCKPILES OF"COLD MIX":DURING THE RAINY SEASON,COLD MIX STOCKPILES SHOULD BE GENERAL CONTRACTOR OPERATOR: ■ LIMITATIONS: PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES.DURING / Note. The SWPPP Plan is comprised PRIMARY CONTACT: DRAINAGE AREA-N/A MAXIMUM SLOPE-N/A THE NON RAINY SEASON,COLD MIX STOCKPILES SHOULD BE PLACED ON AND COVERED WITH \\ / \ PH. of these Construction Set drawings MINIMUM BEDROCK DEPTH-N/A MINIMUM WATER TABLE-N/A PLASTIC OR COMPARABLE MATERIALS PRIOR TO THE ONSET OF PRECIPITATION NRCS SOIL TYPE-N/A FREEZE/THAW-GOOD • STOCKPILES/STORAGE OF PRESSURE-TREATED WOOD:DURING THE RAINY SEASON, ONSITE SWPPP COORDINATOR: DRAINAGE/FLOOD CONTROL-NO PRESSURE TREATED WOOD SHOULD BE COVERED WITH PLASTIC OR COMPARABLE MATERIAL combined with the separate AT ALL TIMES.DURING THE NON-RAINY SEASON,PRESSURE-TREATED WOOD SHOULD BE I COMPANY: TARGETED POLLUTANTS: I� \\\\\\ PH SEDIMENT COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES. Narrative Booklet. Project No.: 117035 \ , / \ PROTECTION OF ACTIVE STOCKPILES Date of Issuance: 01.102020 PLAN PREPARER: GARY SCHUMACHER CONSTRUCTION GUIDELINES: • ALL STOCKPILES SHOULD BE PROTECTED WITH A TEMPORARY LINEAR SEDIMENT BARRIER I CITY OF BOISE LICENSE: CON16-00178, EXPIRES: 08-28-2022 GENERAL PRIOR TO THE ONSET OF PRECIPITATION. Project Milestone: Permit Set LOCATE STOCKPILES A MINIMUM OF 50 FT AWAY FROM CONCENTRATED FLOWS OF • STOCKPILES OF"COLD MIX"SHOULD BE PLACED ON AND COVERED WITH PLASTIC OR STORMWATER,DRAINAGE COURSES,AND INLETS. COMPARABLE MATERIAL PRIOR TO THE ONSET OF PRECIPITATION. SWPPP SIGNED DATE: 01 10 2020 PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON USING A TEMPORARY Erosion & Sediment PERIMETER SEDIMENT BARRIER SUCH AS BERMS,DIKES,FIBER ROLLS,SILT FENCES, MAINTENANCE 0 150' 300' SANDBAGS,OR GRAVEL BAGS.IMPLEMENT WIND EROSION CONTROL PRACTICES AS INSPECT AND VERIFY THAT BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF Control Plan o E Erosion & Sediment Control Plan APPROPRIATE ON ALL STOCKPILED MATERIAL. ASSOCIATED ACTIVITIES.WHILE ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDERWAY, INSPECT WEEKLY DURING THE RAINY SEASON AND AT 2-WEEK INTERVALS IN THE NON-RAINY PLACE BAGGED MATERIALS ON PALLETS AND UNDER COVER. SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION. " = • REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED TO KEEP THEM HORIZONTAL SCALE: 1 150' C1 5 0 FUNCTIONING PROPERLY. \ /�.� 0 %= T H E L AN D - G R O U P NOT APPROVED FOR CONSTRUCTION Idaho DEQ Draft 2014 305B Integrated Report !997s eOlA 003 ID ti l I kv' F cl S 4 St Luke'o ' Mrrldlan INbdlcal Canler _ 30 ** Ro ngSot .� RdI i �+ m Wald Woverland Rd Parrk (' CA:7 r, aAr,yn.a+lin _ WwYi balhAr ,. z _ er i��f schccl i r C:°k. r„o1 Det 47oitiFtil W Lamod Rd � ��Kutlh 9k{Wk � �- Kh,anw Park PROJECT I �me -!0 LOACTION _ - ; ~� CA W w' VIci ry' FCC W Voc3oq Rd IIIIIIIII� - CD _ l 49 I ..,i a Ln 'ff 2700 2735 R = cc Q - - E VVri,'nvN od Dr _ O � 0 CA a L U cz Revisions March 9, 2017 1:36,112 BURP Locations (CATS) — (CAT5) 0 0.45 0.9 1.8 mi Stream 2014 305(b) Lakes (Draft) 2014 305(b) Streams (Draft) 0 0.5 1 2 km River Fully Supporting (CAT 1,2) Fully Supporting (CAT 1,2) Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NIPS, NRCAN,GeoBase, IGN, Kadaster NIL, Not Monitored Not Assessed (CAT 3) Not Assessed (CAT 3) Ordnance Survey, Esri Japan, METI, Esri China(Hong Kong), swisstopo, Mapmylndia,©OpenStreetMap contributors,and the GIS 4th Field HUCS (Idaho) Not Supporting(CAT 4a,4b,4c,5) Not Supporting ( CAT 4a,4b,4c) (Mercury Impaired CAT 4a,5) (Mercury Impaired CAT 4a,5) Map Courtesy of IDEQ's 305B Integrated Report Copyright©2017 DEQ GIS Waters of the US 1 Scale: NTS Project No.: 117035 Date of Issuance: 01.10.2020 Project Milestone: Permit Set SWPPP Waters of the US E d -�� 1 . 51 50'MINIMUM EXISTING TM CONSTRUCTION SPECIFICATIONS STORM SEWER GRATE PAVEMENT 00 DANDY SACKTM �n %� T H E Op D 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED ppOppOo�pOopp SPECIFICATIONS CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE 00 p0 O LIFT STRAPS LAND pOppOp NOTE:THE DANDY SACKTM WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN . z LAYER. O MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: GROUP FILTER CLOTH MOUNTABLE BERM 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS TM • `D (OPTIONAL) SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD REQUIRED REGULAR FLOW DANDY SACK (BLACK) APPLY). MECHANICAL PROPERTIES TEST METHOD UNITS MARV 3. THICKNESS-NOT LESS THAN 6 INCHES. OVERFLOW PORTS EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT ® NOT APPROVED liam o POINTS WHERE INGRESS OR EGRESS OCCURS. ® ® TM GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.78 400 X 1.40 315 T 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO MANAGEABLE 2-FT DANDY SACK GRAB TENSILE ELONGATION ASTM D 4632 % 15 X 15 FOR 50'MINIMUM Ax IPLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENT AREA PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.67 150 CM0 FAMILY RESIDENCE LOT. MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 5506 800 CONSTRUCTION TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.67 150 X 0.73 165 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION DUMPING STRAPS UV RESISTANCE ASTM D 4355 % 90 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 ROE 7 p . p"`t�"`t�"`t�"`t� IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE FLOW RATE ASTM D 4491 1/MIN/M GAL/MIN/FT 2852 70 _ '' "11�� PERMITTED. PERMITTIVITY ASTM D 4491 SEC 0.90 D DC �DM D L ' D D D D 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION STORM INLET z � t WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO 10 HI-FLOW DANDY SACKT"" (SAFETY ORANGE) M 09 o -�b-�b-�b ( 0PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING ,`�v, T �,,�,,� J��,,�,,�,,�,, WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR NOTES: MECHANICAL PROPERTIES TEST METHOD UNITS MARV ��"�� ,��' 10 Cc) 10 1� CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 1. INSPECT AT FREQUENCY DESCRIBED IN SWPPP SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DOCUMENTS. REPAIR OR REPLACE AS NEEDED. RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. REMOVE SEDIMENT ACCUMULATIONS WHEN GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.62 365 X 0.89 200 FILTER CAPACITY IS REDUCES BY 50%. GRAB TENSILE ELONGATION ASTM D 4632 % 24 X 10 D D 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.40 90 ` 0 TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 3097 450 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.51 115 X 0.33 75 PLAN VIEW AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. UV RESISTANCE ASTM D 4355 % 90 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 AFTER EACH RAIN. FLOW RATE ASTM D 4491 1/MIN/M2 GAL/MIN/FT 2 5907 145 PERMITTIVITY ASTM D 4491 SEC-1 2.1 °®�► p®4° *Note:All Dandy SackSTM can be ordered with our optional oil absorbent pillows fffYYCTf O°O Stabilized Construction Entrance (BMP 5A) Drop Inlet Protection Type I (BMP 31 ) 2 1 Scale: NTS Scale: NTS TOP OF BANK \ TOP OF BANK SEE WOOD STAKE WOOD STAKE W �• Jr W y:.W W Jr \ W\W W /W/J/W W J DETAIL THIS SHEET W W �T�`{•/y W W i W J� W W W W J• W W W W r• /W\J` J• W W W W J• J. J. Ja, J. J. J. J. J. J. FIBER WATTLE W W I• W mil•` W W W W W W > W W W W W�`W W W W W W W> W W W W W •P W W W /W �Y�W � W W � W W �•Y W W W W � W FIBER WATTLES CA %W W W W i W •Y/ `J• W W W W W W W J• W W J• W W J• /W W W J• W W J• W /W W W W . /WSEE D STAKE DETAIL L TOOHIS SHEET L W J• /W Jr W W W W �J•\ W W W N W W �\ W W W/ W W W W W/ J• W W W /W W� W W N W W W W� W i W W J• W W W W J• W Y J• W W J• W W A//�� J• W W J• W W W W /J• WANN, J• G W J•\ W W W J• W W�/� IIIIIIIIIIIIIIIIIIIII1 W W Jr W W W i W /W i Jr W\ Jr i W j iY - W \ r W W /J' W W W W W W� W J• W \J• W W J• j/WD\ oO� Q W/W W W W W W W W W W W W W W VC W W W W W W W W W W W W W W A• W W W W W W W W W W W W W W / W W W W W \//,/�W/W� W W W W W\ S /�W W W W W W W W W W W W V •!� W W W W W W W �O�F r W W//Y/W W W W W/y�1• W W W W W W W W W W W W W W \ W W W W J/ J• W W W W W W W W/ /W W y W W W W W W W W y W� y W W W W y W W W W W/W W W W y i W W W W W Vr W W W W W W Y W W W/ W W W W •1� W W W W W/ W W W W W W W W W J• WOOD STAKE /W / W W W W /r, W W W W W W W W � W W W W i W W W W W W W W W J• W Jr W Jr W W W L W W W W /W W W W W W W W W W v W W W W W W W W W W W W W W W W W J SLOPE SURFACE W W r• W W r• W W W W J• W // J• W W J• W W BOTTOM OF J' W J• W W J• W G W W J•/ W W W W J• W/ J• W /\ \\/\\\/ / / i W W i Jr/ Jr i W W i . W i BOTTOM OF �' j/ W W r• W W /J• W W r• A• W W W J� W CHANNEL y "' / CHANNEL Y\W W W W W W W W W W W W W W W W W W% W W W W W W W W W W W W W W W W W WLu W •T W W W W W W W W W W W W W W W W /W W W W\W\ W W W W W W W W � W W W W W W W W W V, W W W W W W W y Jr W W W W y +/WW/W W J• W W W W W W W W W//y W W W W \/ \\ \\ \ ` `W W- }•/ W y W �J�W W W /r W W W •!J� W W W W W W/ W W W \ ` W i �Y /Wy W W V[ W W W /W W /W W W W W W J• J• J• TRENCH / CID �{• -\W W W W W W W W W W \ W W W W W W y W W W W W W W W W W W W \•4 W W W W W Jr W W W/ W W W W W Jr W N W Z_ \/ \\ i W i JY• W W\W W J• � W W W W W W/ W W \\W J• W W/ W W J• W W J• /J• W W � - 't W /t• J• W /OW J• \3•\W W/ W W W W J• W W J• W \ W J• W W J• W W y W W C \�W W W J• GIIW W W \W W W W W W W /W W W W W •Y� •{ W W W W W W/ W W • N �• W \ W W�W W W W W W /J• W W W W W W W \W/\W W W W W W/ W W W W W W/•I W W `� W W W W W W W W W W W �W, W �• W W W W /W W W �i �yWWWWWWWWW�` WWWWW/ WWWy •' �\ WWWNyW�WWD�\yWWW �W yWWW \\W W W W W W Vr \ /* W W CONTINUE ON OPPOSITE W W W W W W �,• W W W V W W W W W W W W SIDE OF CHANNEL CA y f• � W W W \W \J ��/W �Y/W W W W Y� Jr W W W W \ W W W J• W W z Q UJI CZ Fiber Roll Install (BMP 35) 4 Fiber Roll (BMP 35) Fiber Roll Stake Section (BMP 35) CA 3 Scale: NTS Scale: NTS Scale: NTS Revisions FASTNER- MINIMUM NO. 10 GAGE WIRE 1 (4 PER POST REQ'D) POST SIGN NEAR BASIN FILTER FABRIC CONCRETE 1I 4 WASHOUTLU ELEVATION \\ / �/ \ i \\� \�/ EXISTING GROUND FILTER FABRIC z EXISTING GROUND 10 MIL (MIN.) M PLASTIC LINER ,.,., SEASONAL HIGH p < WATER EL. COMPACTED NATIVE MATERIAL NOTES: 6"MIN. 1. THE SWPPP COORDINATOR IS RESPONSIBLE FOR PROPER BASIN SIZING. 2. IN NO INSTANCE SHALL WATER BE ALLOWED TO DISCHARGE OFFSITE WITHOUT APPROVAL FROM THE FABRIC ANCHOR DETAIL RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NOTES:TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. Fs 3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL 3 THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE ��A HIGH GROUND WATER LEVEL. Project No.: 117035 FINAL GRADING AND SITE STABILIZATION. 4. REFER TO IDEA BMP NO.46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS. Date of Issuance: 01.10.2020 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR Project Milestone: Permit Set WOVEN. NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. SWPPP 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ. IN. Erosion & Sediment Control Details Silt Fence Install 1 (BMP 36) Concrete Washout (BMP 13) Temporary Sediment Basin (BMP 46) 7 8 1 . 55 Scale: NTS Scale: NTS Scale: NTS Sheet Notes: ��_�,, 50 R.O.W. 7'ACHD 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j �e*5r THE LAN D J SIDEWALK EASEMENT Ill- 12'ACHD SIDEWALK 25' 25' 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL . EASEMENT SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 10 GROUP 16.5' 16.5' 1, JOINT TRENCH SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 1 0'SIDEWALK 5 UTILITY PLANTER PLANTER EASEMENT 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE ICATED 1.75%±0.25% o 0 1.75%t0.25°� (TYP. BOTH SIDES) OR OTHER FG-FIN SHED GRADE EDLEVATIONYTHE FOLLOWING ABBREVIATIONS: NOT APPROVED 2% 2% -MX MAT H EXISTING 1777" TC-TOP OF CONCRETE FOR TBC-TOP BACK OF CURB 5"THICK CONCRETE CONSTRUCT FULL DEPTH ROADWAY 5"THICK CONCRETE FL-FLOWLINE ELEVATION CONSTRUCTION SIDEWALK PER ACHD BASE SECTION. EXTEND 6"MIN. CONSTRUCT FULL DEPTH ROADWAY SIDEWALK PER ACHD FL GB-FLOWLINE GRADE BREAK SUPP SD-709 BASE SECTION. EXTEND 6" MIN. SUPP SD-709 BEYOND TOP BACK OF CURB. 2.5-IN SP-3, 0.50-IN (1/2") MIX, PG 64-28 BEYOND TOP BACK OF CURB. 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. STANDARD 3"ROLL CURB AND 4-IN OF 3/4" MINUS CRUSHED GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 STANDARD 3"ROLL CURB AND 12-IN OF 6"MINUS UNCRUSHED* GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE *NOTE: 4-IN OF 3/4"MINUS CRUSHED COMPACTED SUBGRADE WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT AGGREGATE BASE,TYPE 1 RUN SECTION MUST BE INCREASED TO 14-IN Keynotes: # Typical Local Road Section S. Grand Fork Way 1. CONSTRUCT DRIVEWAY APPROACH PER ACHD SUP SD-710C. 1 Scale: NTS FINISH GRADE PER PLANS a a 6"x12"CONCRETE BAND 50,COMMON LOT %"RADIUS 12"RIBBON CURB ASPHALT PAVING PER PLANS 13, 13' 12" a a a VARIES VARIES - a 6 -� 2% 2% a e d a d 0 0 0 0 CONSTRUCT FULL DEPTH O ROADWAY BASE SECTION. EXTEND 6"MIN. BEYOND / \�/ /\\ / / / AGGREGATE BASE AS 2.5-IN ASPHALT CONCRETE EDGE OF RIBBON CURB. \/ �\/ \/ SPECIFIED Ca 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 COMPACTED SUBGRADE 12-IN OF 6"MINUS UNCRUSHED* *NOTE: NOTE: AGGREGATE BASE WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT PROVIDE SCORE JOINTS AT 10-0 O.C. COMPACTED SUBGRADE RUN SECTION MUST BE INCREASED TO 14-IN Q Typical Shared Driveway Section 3 Concrete Ribbon Curb m Scale: NTS Scale: NTS O y W ' V B10 L06 6 2,f1 \ / Q R/W R/W R RIW / \ \ / O M o FIRE TRUCK TURN-A-ROUND / w Cz ----- c6, \ �� s'p \ / 1 Revisions ---�----- ---- ----- -----\----- ---- CO \ o \ :x \ / STA: 0+50 (DRIVEWAY) STA: 24+96.25 (S. GRAND FORK WAY) \ ,'I ,Q / \ N l 1 o it FIRE TRUCK TURN-A-ROUND C'i \ / PT STA: 25+64.37 STA: 25+08.27, OFF: 16.50'L STA: 24+78.64, OFF: 16.501 TBC: 2645.48 1 - � / TBC: 2643.21 / / n36.39' I P,I STA: 24+84.23, OFF: 16.50'L \ — — — — — — — / TC: 2643.84 \TBC: 2643.64 / =42 TC: 2645.61 lg gk6B V i ----1 ------ ------ ------------- �S QSS�P' \ i - — — — — — — — — — — — — — —2643\ STA: 25+13.87, OFF: 16.5011 R �o 104AL E fig$ NG, TBC: 2645.91 O\ST l� � 2644- — — s RIW _R/W R/W R/w RIW \ \ TC: 2644.07 \ 09 1 1 \ \\ \\ \ TC: 2645.76 — R160' \ \ \ \ \ �q N OF \0 DEN Plans Are Accepted For Public Street 02/18/2020 1 \ \ Project No.: 117035 Date of Issuance: 01.10.2020 651 13' / 1 Construction Project Milestone: Permit Set By stamping and signing the improvement plans,the Registered Engineer ensures the Details District that the plans conform to all District policies and standards. Variances or previously PP Ywriting. Roadway Typical 6� �co ti 1 20, waivers must be specifically and reviousl approved b the District in �`L \ Acceptance of the improvement plans by the District does not relieve the Registered Sections & Details Engineer of these responsibilities. Intersection Detail S. Grandfork Way & Common Driveway BY: DATE: 4 1 =10 ADA COUNTY HIGHWAY DISTRICT C2mOO Scale. LL�o es:Sheet Not \ 1 I \ I I I I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE /� . THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAND � B5 L91 \ I J I N LL — - \ 1 I I I , I 15,040 sF NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ,mo N I , I GROUP \ \ \ \\ \ �co '- o \ II I III I I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN LO u- _ _ &vi _o _ _ _ I cv 1 �I I I / I I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO r� — — — ———— + — — — cc; , ' , / / CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES 1. _ _ _— —— N \ + — 1 1 DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT NOT APPROVED `��✓ 2 `M ' I 1 LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE o,� N\ �-M N ti �- I B5 L92 F 0 R \ Q ) � � � M�'�o" I 1 I �� CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 12,586-SF / �, \ ! ,��' I DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO 6so \ l M `L II \\ w�� III I / EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONSTRUCTION — �\ \ --------- / -_ ---- _ OR I \ � o � CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES� / N N � _- DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS / M,zl /� / �. PRIOR TO DIGGING. M„zl r3 m _,o / 23 00 a / \ `�' / 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 22+00 _ — M m ite 1 LOT 3 „Zj v �� / c6� 27,725 F / / 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST �\ i / 2W / j o \ I / 1 3 0 -' o "'1 \ I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 26 SS 8 N N I � / / I I I 30 SS��8 / STA: 21+24.01 (S. GRAND FORK WAY) \ � ____ _________ --- N / `�� \\ I I I � - - - -- -- - - - -_ - _ _ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. — --------- - ' STA: 22+96.24 (W. HENRY'S FORK DR.) — _ � 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. C.0 \ ^� \ CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES `� I v a 1 \ S. GRAND FORK WAY --� �„ ; I �< WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY STA: 21+60.94, OFF:0.00' _= Lq M x�0 / \ ��o I DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM „� 4a BEGIN CONSTRUCTION — — — — — — —— — T — — — — — _ co "'� \ �� SLOPES. Gv __ U_ arLO \ , i i i J T S•G floss LC? // T AICd Roadway & Drainage Notes. l M i Cfl N / M CV A G� r N NN' / MM \ � / � \ / o a / I \ �o"' \` I \ - N 1. INSTALL STREET LIGHT SEE SHEET C1.03 FOR DETAILS. I 100 STA: 24+96.12 (S. GRAND FORK WAY) STA: 0+50 (COMMON DRIVEWAY) / / s I I °., �, 0•�� 2. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE WITH KICK �� \ ,' PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE o `�' �� 0 ,-�� ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. \' � �� NO PAINT. FOR REINSTALLATION 1 II I ti v `e v 3. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE N5R$ REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT Z 26 50\ STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". FOR REINSTALLATION. O \ \ I I I I I s�P• �� \ � � �� ,\P• 5 \ f _ _ k s CA 0 20, 40, S. Grand Fork Way HORIZONTAL SCALE: 1" = 20' 2644 PVI STA: 23+21.04 2644 PVI ELEV: 2631.22 K: 29.54 LVC: 200.00 o � o � W 03 M CA OR 2642 + (p + co 2642 N N V N Cz N W N L) M > W [Y] L U 6\0 6 2640 / 2640 Curb Legend: co /// STANDARD 6"VERTICAL CURB AND U) / GUTTER PER ACHD SUPP SD-701 cc z ______________ STANDARD 3"ROLL CURB AND O � Q o 2638 2638 GUTTER PER ACHD SUPP SD-702 RIBBON CURB PER DETAIL ON SHEET w / / C2.00 CA am / / / Revisions 2636 / / 2636 1 PROPOSED GRADE AT / 000 CENTERLINE / .00, II N // // 06 O M 2634 N N / I—, / 2634 6 LU / / z / 1-1 U, CD LD C� / , / EXISTING GROUND AT 2632 s N 2632 � coC + + C _ i/ N N CO / C/J Cn W 2630 0.89% 2630 �0NAL EN STA: 21+60.94 _ _ c��' �G\ST 01 EL: 2629.81 2628 ------.------BEGIN ——— ———— _B_ 2628 EGIN CONSTRUCTION '�— 09 1 �TfOF0 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 9SoN DEN AT CENTERLINE AT CENTERLINE 02/18/2020 2626 2626 Project No.: 117035 N oCl) Ln M o Cl) C0 Plans Are Accepted For Public Street cn r- rn Cl) y r cn N ti v N Cl) CDD Date of Issuance: 01.10.2020 N co T 00 M Cl) � CA O 00 T r_ T 00 O Cl) T 00 Cl) 00 ti ti 00 00 00 00 00 (A O O N Cl) LO ti 00 O N O N O N O N O N O N O N O N O N O N co N M N M M Cl) co O Cl) ~ M M Cl) O Construction co co co co co co CO CO co co co � � co co co co co co (0 co c co CO CO co c co co co � CO co c Project Milestone: Permit Set 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 By stamping and signing the improvement plans,the Registered Engineer ensures the By Plan & Profile 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 24+60 District that the plans conform to all District policies and standards. Variances or S. Grand Fork Way 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 Sta 21 +60 24+60 o 2 Prof He Sta 21 + 60 2 4 + 60 Engineer of these responsibilities. BULL BY: DATE: VERTICAL SCALE: 1" — 2' ADA COUNTY HIGHWAY DISTRICT C100 ��o Sheet Notes: �o / NU N _ _ - - - - - __- II I III IIII ' I I , I E THE _ - - - - - _ _ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� P - - ,C°- 1 r� 2 - - L - - - - -� _ _ _ _ I I I I I I III I I I I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF _ _ __ _ _ WE O Nds f o - - - - - -I- I I I- I I' I II I I I MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . _ _ _ � - - - � � S. GRAND FORK WAY --- - -- - - I - - III I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. t I , IIIII I ,, I , I I /I - GROUP � STA:25+81.61, OFF:0.00 I w o END ROADWAY CONSTRUCTION I I I I I I I III I I / I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN k <n I I I I I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO �� aiwalw N Cl? 4 4� M/H M/H STA: 24+96.12 (S. GRAND FORK WAY) o \ I I III I I / I I CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES STA: 0+50 (COMMON DRIVEWAY) y T \ rn + % I I III III I / I DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT NOT APPROVED -- N - - - _ I ---- - 2651.04 _ - I I III I I I LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE T �q. - 's\r `nJ' - III I / I CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL FOR ,6) ram' I 3 / / / ' III I I I I ' I I // I I DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO 6Q � I - I EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONSTRUCTION 4�, .�,�, - --- -r 26+00 �_ 27+00 III I I I 28+00 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 6 ci 5 � r SOS �— - - rl �� - - DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS ti III�R�oDeP Wr. m M�LO o M��Z G n 65 �[] g / // / / I PRIOR TO DIGGING. 5k 0 M m A ACO `L 3. COMPLY WITH ALL NOTES ON SHEET C1.00. NVS 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL /H M/�i / IVI/a M/H M�» /// // / / / I / / / SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 7 _ - _ _ _ - ___ _ __�_ / //� - �' 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. �►� cr _ \ �' ►� ��' ' - - �';_ 2 �� / //i �� % /// / / / ) / / / CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES r �2,217SF O /// / / / / /// / C� / WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY o - - o,� - D / //// / r / DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM �- -- - S/G s �_ — — rn ao -- co _ / / /// // / / / / /— SLOPES. - -- -- - X - - -LO - -- --- ----_--—_--m Roadway & Drain age a Notes: o �� // // 1. INSTALL STREET LIGHT SEE SHEET C1.30 FOR DETAILS. co / > 1 I I ICI II li I I / / ///� / / / / / / % 0 20' 40' S. Grand Fork Way 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH HORIZONTAL SCALE: 1" - 20' 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 2664 2664 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL PVI STA: 26+75.48 HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE PVI ELEV: 2658.36 RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, K: 32.68 "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". Z LVC: 188.00 O 2662 T T 2662 4. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY. LO N � co N 5. CONSTRUCT DRIVEWAY APPROACH PER ACHD SUP SD 710C N Li N Li °° > I', 1.90% 2660 2660 2658 FUTURE PROPOSED GRADE AT / 2658 CENTERLINE y W 2656 �' r%,. / 2656 2654 �' ___ — �� 2654 Curb Legend: _ co r ; Ridenbaugh l STANDARD 6"VERTICAL CURB AND / GUTTER PER ACHD SUPP SD-701 / J ,Canal STANDARD 3"ROLL CURB AND Q 2652 M °° 1 2652 GUTTER PER ACHD SUPP SD-702 = O + o /�' EXISTING GROUND AT ' RIBBON CURB PER DETAIL ON SHEET CA � w N N J CENTERLINE 1 ' C2.00 - / � w / 1 / STA: 25+81.61 1 EL: 2651.17 1 Revisions 2650 END ROADWAY CONSTRUCTION 2650 1• } PROPOSED GRADE AT // I_ J < } CENTERLINE / � a / O w / " > / 2648 < z / 2648 CD CD U5 � / N p / O CDco + - \�V /+ 2646 N CO / J / 2646 cn cn w / 2644 /oe 2644 ZONAL EN / / o�� G\ST100, loe / 109 1 loe �TfOF0 / 9S�NDEN / EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 02/18/ / AT CENTERLINE AT CENTERLINE 2020 2640 2640 Plans Are Accepted For Public Street Project No.: 117035 3 co M Date of Issuance: 01.10.2020 a 00 co M CSC X) T O X) 00 T N N N T O CO � O Cl) O � 6) LC> O LC> LC> O N N CO LC> O � � co v co 00 a'i c�i co Uri T co ti 00 00 a'i o 0 0 Construction Project Milestone: Permit Set M CO rT NT N M LO CO LO 00 00 O O O O 3 � � c V CD L!') CD Cr'> Cn Cr'> CD Cr'> Cn Cr'> Cn Cr'> Lr') Cn Lr') co Lr') O L[7 O CO O CO CO O CO co CO co CO co CO co CO co CD co CO O CO O CD O CO O CO co coCD co CO co CO co CO co CO O CO CO o 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 Roadway Plan & Profile 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 S. Grand Fork Way 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 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 Sta 24+60 28+00 H.E 2 Profile Sta 24 + 60 28 + 00 Engineer of these responsibilities. BY: DATE: VERTICAL SCALE: 1" — 2' ADA COUNTY HIGHWAY DISTRICT C101 \ � I Sheet Notes: `1 � ,= 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE THE !W �� ,pZ IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF � O.- RAND MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. � GROUP ' s STA:3+15.60 OFF: 61.00 L o TBC: 2643.08 1 STA: 3+37.60, OFF: 61.00'L �J � � 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I TBC: 2643.16 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO / ---�-I co EL I I CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES `V� - J . , . I C-)L�I STA: 3+1560 OFF: 4100L �� TBC: 2643.25 I DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT NOT APPROVED STA: 0+85, OFF: 14.00'L o / LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE TBC: 2644.00 � ROLL C / B5 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL FOR r coo v STA: 1+14.93, OFF: 14.00'L + STA: 3+03.64, OFF: 18.58'L 14,2 DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO CONSTRUCTION d EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE \ �� h TBC: 2645.63 TBC:2643.47 \ / e ti �< _ - M - - - - - - - - - - - �'d. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR c� co O' STA: 1+34.93, OFF: 14.00'L 4 \¢i <c� - 6' v STA: 2+88.60, OFF: 14.00'L o o DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS \ �' o �, + TBC: 2645.40 TBC: 2643.61 PRIOR TO DIGGING. + � \ � 3. COMPLY WITH ALL NOTES ON SHEET C1.00. SEE DRAINAGE POND m IL SHEET C7.00 �9 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 2+00 - B5 �9i EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BAC ILL 3+00 I / KF o 00 _� i - I 16,825-SF �� SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. �Z �. R+60 OFF' �,� SS8 SS8 SS8 � � SS.. SS8 SS.8 STA:3+37.60, OFF: 12.89'R- _ CB 1 TBC/LP: 2642.52 ° . 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00% d 6 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00°/ SLOPES S 4 °. g.5% I ' 30-LF OF 12-IN PVC AT 5.78% , _ � WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY N, DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM STA: 1+34.93, OFF: 14.00 R `� STAA 2+88.60, OFF: 14.00'R s k - --___ TBC: 2645.40 - _- - _ _ 2 - - TBC: 2643.61 `\' SLOPES. STA: 24+96.25 S. GRAND DRIVEWAY) o ' \ STA: 1+14.93, OFF: 14.00 R o ((COMMON _ c6, FORK WAY) � � S \ __ _- - TBC: 2645.63 � STA: 3+03.64, OFF: 18.58'R ' �0 8' STA: 0+50 CO 1 TA i o � C2.00 07 0� j z 25+ TBC. - - TBC. 2643.44 �� , � � 0g.2� 2645• STA: 0+86.30, OFF: 14.00'R 48 �� of , , Roadway & Drainage Notes:k 5 6 5 �� OFF. y � o �� )-SF 0 RBI 1 0 6.50� TBC: 2645.82 0 ` \ R F• 3 - o -�gC��6 k00,OF �I ' v � = 0 gG i �� 1 �o � 6 o I ` 1. CONSTRUCT DRIVEWAY APPROACH PER ACHD SUP SD-710C r 25 I ' co + STA:3+15.60, OFF:41.00R \ - - -- \ l i III ' - -- -- -- -- -- - 5 m TBC: 2643.18 I I \ 2 \ I STA: 3+37.60, OFF: 61.00'R STA: 3+15.60, OFF:61.00'R 10Z TBC:2643.02 � TBC: 2642.97 i� l�l I I � I I I I v - /7 ( TBC:26474 A OFF:I A6.50'R_ eet ■QO I STA'.25+ �i _ B5 L97 i I I � I I 10,713-SF I I I / I I I I I I I I I B O a I I I 2�21 S nT cTn. Oti�FA '47 I R5 I QR - y Common Driveway 2°' 40' _ HORIZONTAL SCALE: 1" = 20' O O 2650 2650 y M14 LU + � Q r r M 2648 o . � U) � 2648 p C co 00 CD w O C3 W C,' QQ z cc co CD CD r N M oN W NM Curb Legend 2646 CD � co N 2646 + g CENTERLINE CD STANDARD 6"VERTICAL CURB AND eo C\JJ GUTTER PER ACHD SUPP SD-701 Q -1 "' "' "' ______________ STANDARD 3" ROLL CURB AND _ .16% GUTTER PER ACHD SUPP SD-702 O 0 2644 EXISTING GROUND AT 2644 RIBBON CURB PER DETAIL ON SHEET w I/ � �I CENTERL NE C2.00 I - \ Revisions 1. 2642 / 2642 2640 3��FOF 2640 r2/NA�C ITS �8X 2638 CB1 2638 INLET PER ACHD SUP SD-604A STA: 3+36.78, 0.00' BOTTOM OF BASIN RIM: 2642.24± SUMP: 2638.74 2636 2636 ONAL ENG O� G\ST 11 EXISTING GROU D ELEVATION PROPOSED GRADE ELEVATION 1 1 A CENTERLINE AT CENTERLINE 09 2634 2634 s� ti �n ti ti C� r M CDr ~0 00 C0. 00 cor rn ti v o rn 00 rn o C j ATE O F \�Ci�"" co o � N N LO L6 � L6 � M cvj M C�'i M C'i M N N M 9SQ � 'T � � � � � � N DEN co co co co co co Q0 N N N N N N co N N N N N N N co N CO N co N CO co C.0 co Q0 co co CO N co N co N N N N N 02/18/2020 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 Plans Are Accepted For Public Street Project No.: 117035 3 Date of Issuance: 01.10.2020 Construction Project Milestone: Permit Set 3 " a By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway Plan & Profile District that the plans conform to all District policies and standards. Variances or Common Driveway Sta 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 o+oo ' 3+80 H.E 2 Profile Sta 0 + 00 3 + 80 Engineer of these responsibilities. BY: DATE: VERTICAL SCALE: 1" - 2' ADA COUNTY HIGHWAY DISTRICT C102 Sheet Notes: `� �,�,,,, \ \\\ \ \ a��d 9 — 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, j AWKE T H E SS MH B-6 \ CD — — \ CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO 0 d ; 4 O ' aa/d"q — CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT LAND ?. - O s \ _ • \ o, J rn I + MATCH PLANS. J � + � N I � � O / r al 9 GROUP d. \\ Q LL �! C) o w I X O 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN \ \ "' CDLU co B5 L91 APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT 15,040-SF \ LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS NOT APPROVED FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND B5 L93 O — O UTILITIES. FOR `� \\� CONSTRUCTION co 1 F O SF B 2 ---------- O rn 11 651 M I_ ------- ,� 2 / T, .w O Keynotes: SS MH A-7 - SS MH A-6 _ 2 �� O 6' -- I B5 L94 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 10+00 11+0025 00 ) 'r o rn I I 14,299-SF -144-LF OF 8-IN PVC AT 1.16%-- ��' O� o J �. a. C.0 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET -- ------ C 1.00 1612 ___----- ------- y5 co __ � - QLyN I 41° �'I O `� �° C:) how I O QVG F \ ° 2 r 3. SS PIPE CONDUIT FOR SEWER SERVICE. SEE SEWER NOTE N0. --- OF Q ,;_ N — _ �5 ��' INSTALL WATER CLASS / / . Gg\N - - - - - - „q - - - - - - - \_-�� 8/gyp a \ n o `=' _ S�Q ,'\4- � 4 ON SHEET C1.00 3>So x SS MH A 8 \ ' 1p�3o 16+00�� 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN I MM � I � � � oo — _ \ 2 - I C co N ti 2 -----mQn SS H A 1— — D W3 LQ _ om L I � M '�' o "' �sr \ \ 15+00- — rn I a I / s° \ jew — s 2 rz4zo I as I U a L� o can o �� OV ` _ 1 825- ° o � C0 `� A SS MH A-10 14+00- 8-IN PVC AT 0.70 ° �-------- I 230-LF OF 01, 2 _ 2 2 1 ° � o _ _ � 01 2 9 c,6'c "c�j�0 I COV ��c 1 , I F O O I B�10 L09 1 L08 \\ I N + C O 13,299-SF SF?P — � � LD LO CC) CD o \ \\ 63 co o u) B5 L96 I I I 07 ISS MH A-9 4 � r � Q u- 7 cfl 12,378-SF I I 13, 0 SF CD�\ \ 10,713-SF 1 I \\ 0 30' 60' Line A Ian and Profile* p HORIZONTAL SCALE: 1" = 30' CA 2646 SEWER GRADES ARE CALCULATED USING LENGTH OF RUN FROM CENTER - CENTER OF MANHOLE 2646 O 2643 / \�~ ——— —_ 2643 / 101 PROPOSED GROUND AT 12"WATER MAIN WATER SER ICE CENTERLINE PIPE /� CROSSING CROSSING 2640 // I WATER SERVICE 2640 / OI CROSSING O // WATERS ERVICE z CROSSING 011 2637 O 2637 / /' 230-LF OF 8-IN PVC AT 0.70% z y / z � 2634 ' vG P�g�5°�° 2634 O = o ' �FOFa\NP z °° yLu�00 C.D 000 loe EXISTING GROUND AT v a oMCO LO / CENTERLINE PIPE 0- z T¢+°"N°o 2631 /i eve P�3� w M 00 L° za o F- 2631C"Z Revisions / �` �' O O�.01 CVN Cv�j O En C./)�W O LU �// $pLF v> ¢a+,co a mmcoco / d z =zrNN H ao z zoa cn oo w co Cn'r cn rr w w o 2628 �5°i° c6M - �, 2,05 WATER SERVICE Q�G P�3 z ¢Q�±�co N r 2628 \N o N CROSSING F pF a' L)> 5EE .. 6L a ¢tz o CL 9 > Cnoo�— w z Cn�C/3 LU LL o EXISTING 155-LF OF 8-IN PVC AT 0.92% _ O z O° 2625 IN PVC AT 1.16% MO~ N co 2625 144-LF OF 8- Q¢+MN N o 2ErNN FL-: S ? Z 5Ez .. ..Z = ¢� O CL . C� Cn ao H— LL C') > En�(nOCw w � z 2622 z °° 2622 ti > a N'1-'gNo $ZONAL EN c0 =Z ..Nz FL-:00 H O zo CDOONpO LU ¢�—pN M 00 CnI-Cn�w W 2619 az+"" N 2619 109 1 wCD Tq E OF P� v/)wv~)o�— — o T EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION 9SDNDEN AT CENTERLINE PIPE AT CENTERLINE PIPE 2616 2616 o2i�si2o2o Project No.: 117035 M O LC) N O � d7 LC) N r- co O M 00 co � co M N N r ti O L!� O O ti L!� co O Q) N 00 � ()) N ti (D T 00 N O M LO M M r N N ()� L!") N 00 LO 00 N Date of Issuance: 01.10.2020 co 00 O O CV O 00 co Lf) Lf) M co N N C)� O O N V CO c0 O N L!7 Ln L!7 Ln V V M M N N NC\J N N N MCl) M M co M � � � � � � � � � � � � CD C.0C.0 CM co co � co co co � co co � co co to (0 to co to (0 to (0 to co Project Milestone: Permit Set 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 I .z Sanitary Sewer 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 Line A Plan and Profile = z Sta 9+30 - 16+20 Profile - Sta 9 + 30 - 16 + 20 VERTICAL SCALE: 1" = 3' CCOO City of Meridian Water Notes: `1 � ,= 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC �� o�� THE DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN LAND GENERAL CONSTRUCTION NOTE N0. 1. . 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, _ - GROUP 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 ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES NOT APPROVED FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA I 58.01.16). FOR d - - - a \ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER CONSTRUCTION I ` 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 SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC \\ Ride\ — — DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).\ I nbau - \ \ / 9h Canal — 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). 65 L90 \ — — 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER \ I \ USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL \ 18,756-SF O COORDINATE WITH THE PUBLIC WORKS INSPECTOR. \ B5 L88 I B5 L89 O �bld9 \ \ 12,202-SF I / — _ Sheet Notes: 9 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT a�lld„g _ MATCH PLANS. � d CONNECT TO EXISTING 12"WATER � � do \ MAIN. REMOVE&RELOCATE 5 A,7p78 y c9 \ EXISTING BLOW-OFF ASSEMBLY \ / O I �lld„9 — 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE INSTALL 11.25°12-IN ELBOW CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE B5 L91 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY 11.25°12-IN ELBOW I 15,040-SF LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. N - - - - - — — — — — — - - - 11.25°12-IN ELBOW o - - Keynotes: 6,Q 11.25°12-IN ELBOW B 2 B5 L93 \ `_ ------------- - 4 11,651-SF — — W1 POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2 ON THIS SHEET. \ - --- 123-LF 12-IN C900 2-IN C900 -- M Zl 1 LF 1 �� \d, 1-12 x6"x VALVE(MJxFLGxMJ) W2 POTABLE/NON-POTABLE WATER SERVICE CROSSING-SEE WATER NOTE NO. 3 ON THIS SHEET. Z \ M W2 4j(F - _ — i271 L N�g� 11.25'12-IN ELBOW INSTALL 15.5 L.F. 6"WATER MAIN W3 8"or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS FOR LOCATING PURPOSES. � — W2 W2 Ite 1 LOT 3 r�-1 I W4 a SS8 S„g � 1 6 FIRE HYDRANT , SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. — PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE ALL y A For __---- ------ r2 jN \ I W4 EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. S. — — A — _ — _ — — — Ss8\ — — i W5 LABEL/TAG EACH WATER METER SETTER WITH LOT AND BLOCK SERVED BY METER. — W W2 — — 2 � — � W5 W2 Legend: o W2 1 ,82 F S8 1 r�Vewal 8°w 8"WATER MAIN (OR AS NOTED) W W2 — — — O / O0 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 LU 2 _ O GATE VALVE i FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 I �10 -SF L09 B1 L08 \ , I 13,299-SF 3dPl I — — � 3/4 WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 I 1 II\W2 3/4"DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 �007 1 I I W1 B5 L97 ' I I 13, o-SF \ \ \ 11.25°12-IN ELBOW 10,713-SF w—m—mm� WATER SERVICE SLEEVE EXISTING WATER MAIN � Q I ` EXISTING BLOW-OFF ASSEMBLY 0 I 1 co , — Lu B 6 T z , W 98 EXISTING GATE VALVE CA ' I I 2,217 w I 13,262-SF 1(� ElLild 9 ' I 0L )1� II J 11 Q\R EXISTING FIRE HYDRANT Revisions \ 1 FIFIId 9 Elald,9 018 I of '� INSTALL 2-IN BLOWOFF ASSEMBLY I 6 8"SS SEWER MAIN (SIZE NOTED) 1. 49 PER CITY OF MERIDIAN W13 I \ I I _ I II PER PRESSURE IRRIGATION (SIZE NOTED) \ CC I B10 L05 1 16,9 19,845-SF 1 J O I I Cr I — I1 I , I , / $ZONAL E �r,\ST N�f� 9'�1 Ca I I , - 09 1 Ii J �TfOF0 DEN 02/18/2020 Project No.: 117035 Date of Issuance: 01.10.2020 3 Project Milestone: Permit Set 3 a Water Plan Potable Water Plan 30' 60' Potable Water Plan , z HORIZONTAL SCALE: 1" = 30' �zo -�� C100 Pressure Irrigation Notes: �,�,,,, 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS j F= T H E AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF LAND TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH . LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL . GROUP CROSSINGS PRIOR TO BACKFILLING. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS MINIMUM OF TEN (110) FEET.WHERE TITARY SEWER, O IS NEC SISARY FOR A PO ABLE WATER MAIN NOT APPROVED AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) FOR I INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN I 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 CONSTRUCTION I ( ) RULES (IDAPA 58.01.16). REMOVE BLOW-OFF P3 }, INSTALL 90°ELBOW __ _ \ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER I THRUST BLOCK --- -- -__ ` SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. CONNECT TO EXISTING 6-IN PI 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 ACCORDANCE WITH SECTION 542.07 OF I \ P3 P4 - - - - _ THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND --- - � � SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER-UNSAFE P4 WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) \ 19. nbaugh _anal _ INCHES ABOVE THE TOP OF THE PIPE. \ \ O B5 L90 / \ \ 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE \\ 18 SF WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. d \ B5 L88 B5 L89 , �� \ -- -- ----------- 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE 10,972-SF 12,202-SF � - WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND — \�� \\ BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC \ / PRESSURE IRRIGATION RISER (TYP) aa�d 1y-LF 6-IN PI RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. SEE SHEET C6.01 FOR DETAILS S )1,7018 — �L/Id 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION \\ \ QL BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. 65 5'TYP ` ` - — THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL — — — — — — — _ _ _ 15,040-SF �6 1N QUALITY(DEO)AND THE CITY OF MERIDIAN WATER DEPARTMENT. \ — p/ 648 - ' \ \ 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS Z / B 2 B5 L93 ��7d� � � v AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS _ ---------- ---- ------- / 11,651-SF ---- --_ `� 1 F M Z4 -----, i 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN � 1 — ite 1 LOT 3 d IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION x — B5 L94 SYSTEMS. 27725 ; 1 9-SF - ,ao 4 29 � 10. PRESSURIZED IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SOUTHRIDGE SUBDIVISION PHASE 1 SYSTEM. s•/�� _ _ _ — — _ _ _ — ` 10.1. SYSTEM IS OWNED AND OPERATED BY THE SOUTHRIDGE HOME OWNER'S - - ASSOCIATION. 10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR \ — _ SECONDARY SOURCE. < m n _ — Sheet Notes: CA o m _° `�� \ \ — - Tivewal ��, 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE UJ D A a0 L09 B 08 LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL ICz , ' � ' � EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY 13,299-SF 1 , 7 SF �\ �� `� \ \ RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO 7 \ \ B5 L96 \ 09 \ EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. B5 L97 cfl 12,378-SF 10,713-SF O \ rn \ 2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. PRESSURE IRRIGATION RISER (TYP) \ x REMOVE BLOW-OFF PRESSURE IRRIGATION RISER (TYP) \ 1 SEE SHEET C6.01 FOR DETAILS TYP \ \ CONNECT TO EXISTING 6-IN PI , SEE SHEET C6.01 FOR DETAILS �� 5 — 90°ELBOW \ 6-IN PI 18 11.25°L�t� \ ■ \ aa►d.,y 5 38 \ Ke notes.2,217 , 61�tSdALVE pG� 7 z UL 11�078 ' 90°ELBOW � 6'P�RR THRUSI��7l4f�F \ cc � >rll�Id9 \ M THRUST BLOCK \ P1 POTABLE WATER MAIN CROSSING-SEE NOTE NO. 3 ON THIS SHEET. r� o — — 6-IN PI 259.52" I ,r , \ L \ �l�/j '� ' 90°ELBOW byj C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE CA am o� P3 \d9 CC ' THRUST BLOCK d9 err DIAMETER OF THE PRESSURE IRRIGATION MAIN. 18 90°ELBOW t. A/ B10 LOF \ 72 LF 6-tN P� \�F6\oe\�� rn r-4F6,lly THRUST BLOCK `a pg PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE Revisions \ 9,8 5 s O �.�N APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO 1 \ P2 6"GATE VALVE � . �— — Jb�d9 CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. / \ � �� ` � ` 45°ELBOW 6E -� P4 INSTALL PRESSURE IRRIGATION RISER CONNECT TO EXISTING 6-IN PI. SEE THRUST BLOCK , , \ SHEET C6.01 FOR DETAILS � I I cr- CC 1 $ZONAL E� --- -- - — 09 1 `�9SoN DEN 02/18/2020 Project No.: 117035 Date of Issuance: 01.10.2020 Project Milestone: Permit Set Pressure Irrigation Pressure Irrigation Plan 040 80 Pressure Irrigation Plan , z HORIZONTAL SCALE: 1" = 40' �zo C6mOO e . — r I — — — 1E . I [ TYCTi l DISTRICT NAM A MERIDIAN IRR-1GA0104 [� TRL T � � � — � �r��l � �4 �I � � �� .��. . � �� '�,�w�.v � � � � -A � � � LAND NAMPA MERIDIAN IRRIGATION - : EMI A MFII�,IDIA IRRIW- C I :M � �� g E$' I � I � npJ a:?, rl ❑ - G R0 U P 'L-r� i '!' 3 1' J . '�' :3� ''¢ °� NOT APPROVED k., yy ❑ DO r MEJE �n A J a ? +�` ❑ BDXI, O�J1EAAlE AIR RELEASE VALVE � MME � �O R WORDS "kTEt3; 1 1/2' 200 P51 RATi37 I .�� X4� CAS '' r, � �� '`l � i•�2w� � - FORD No. 1(431 i'rA54 P. EQl11VELENF MM 13 1/2t LAC I LIDS z, r } JI W� 13 1/f� IiCIAI LLID: j `-�- PVC S __ + ! RFC ill 2D I _ _ y � I su � � CONSTRUCTION \ \ w \ \ � \ � \/� i, °� I 9 mac o vs �I f ,. ❑ I . • \`�F/\ �'` F /�/'/\/ '_: l \f�\ram I ; ' .— a-r _ , t's�_ S' S, - „ o 3r loci 111. •4 - c II Int smm'7'POST I ` �/ o ,a�-�pa o Q o a•moo c\� ;- � o a h ' C7,��C" C7� Go\f� r l t ¢ ¢ - 3 _ b. t�79-5�CL swil I J f� \l �/ /. /\o' �o Da v��o �ti ch\/� MIN 1 CU. ,J: • ¢ a �' '„�l I' 7:+ \ � _ J TO BO7TO0 'tee < - I _ MIN 1 CU. YD, DWfPI RACK a a .� 1 1 \ O v r s \ / 1t7 BDTR7M OF YALYE 1 /\/ �o a-9T-P c o\/ r '� /Z. \ \ « o \ \ FOR SUIPP�R o. F- r3 w� � 3 BRAaS_1?�P'E'. . �/ �o 0 0��"n r� o � // i; 3 � r . J J J ,..f FOR SUPPORT �.,'1lj 3_ - I R ❑ I1 ��\�\\�� ,} + ,g; �, -. �I. /f�. /�� /• f 7},1 �'+ �� I Llw � 4� 4 1 � !1; i� .?.'r.SA � I S.'4 -� — ��/��Y�.�1� -, ' ❑ :7 � s] I A aii+'n. IT � I �',s ..✓'i,--, � � p ❑ irTif •q ,,,� «-- — _ h may, �I aS iul LS a zj V ❑ s.,;a DRAIN VALVE � I �i !{ ::; - J ' � r:•„ � ,'' � ��„ - - -- r : �. it Y5 � 3 - - - - - - — — - Al R -_ wfs - - r 3?I Ai Y�l � y I r Y J !J �E r Y,S t L s:se r O CA r al; isS r� �I •ram '' :a r 71 UERIBM - 'I��+��^fir— �11 (/— 6 . a !AU0 .I ' �f S wit : .w 1 Zf !+:.wy?Y..t•, u� +> Y ti.L �J.; a Aii�..`.*A4 Amr� .'Jl' - �_ +_' P - CA M ❑ -11= ❑ am ONO ] 1 51 ❑ -Is ❑ LU z� jll3 , I � a�r-44M��r� ,�� r � � All X(l y � noCul tam s III} � �:. � I: 3FFV1PF W, J IR mmm Swim-r-Fosr y, a� �� c. ❑ � � ° �� Yll cc z l]A��L7J�11L A� -C -1ST A TFT O °c EGTI® S94MZ fAMU Rr ;: C 6— C�LI3 ssl x® dSEA$ Revisions ❑ •. i3SI �I J� THROU" LIbl-H VALvE xqc 8fe E 0 FFT THRUST, PfJE II0 (-fins RE1 S VALVES 11 DE L Iv M RESM L LNG O� ��G\ST 109 1 s� Xo f �TEOF \OP SON DEN 02/18/2020 Project No.: 117035 Date of Issuance: 01.10.2020 Project Milestone: Permit Set Pressure Irrigation Nampa & Meridian z Irrigation Details Nampa & Meridian Irrigation Details NTS C6mOl ��o T H E SEED IN EXPOSED AREAS. . LAND \ �\9\ \_ \ \ \ \ \ \ \ \\\\ \ \\ \\ \\ REFER TO LANDSCAPE PLAN FOR GROUP \ \\\ \ \ \ \ \ \ \ \\ \ \ \ \ -------- --- LOCATIONS. SEE DETAIL x/x ------------- NOT APPROVED ---------- BASIN SLOPES 3:1 MAX TYP \ \ \ \ mod„9 )\\ \ - BASIN BOTTOM COMPLETELY LEVEL FOR o' \ ` \\`� \ \\ \/\ CONSTRUCTION I \ \ \ CC - - - - - - - - - - -�/ �i \�- - - - - - - - _- - - - - - - - i\\\ I 1 14,299-SF — — — — — — — — — — — — — — — — \/\ \A� `\\ \v \ \ \\ \\ \ \\ \\ \ o w =� \ \ \\\ \\\\\\ \ \\\\\ \ \ \\\\ \ \\ \\ Cc � Ti SAND/COMPOST BLEND: / I CB 1 _ V A\\\ V A \V A A V A A A A \VAA A VA \ \A � o �l • 2/3 FILTER SAND & 1/3 COMPOST INLET PER ACHD SUP SD-604A 2642' \ \ \ \ \ \ \\ \ \ \\ `�66 \ \ \\\\ • \ \\ \ \ Q <~n z RIM: 2642.24± V A \ \ V A \V A A V A��6, G A \VAA �� \ VA \ \ v >< CD BY VOLUME (COMPOST PER SUMP: 2638.74 \\ \ \ \ \ \ \ \ \\ \ \ \ �s \ \ \ \\\\ \\\\\\ \ \ Q m LANDSCAPE NOTES ON SHEET nishl Fork Pi. IE OUT: 2639.74, 12 IN PVC (S) I 26a1' j \\ \\\\ \ \ \\ \\\ �,�`SQ, `\ \\\\ \\`\ \\� o L1.00) $pa _ _ _ _ I r I \ \\ \ \ \ \\\ \ �,65�, \\ \ \ \\` /y \\\\ \ • UNCOMPACTED _� `VV` NOTES: 30-LF OF 12-IN PVC AT 5.78/0 _ I \ \ \ \ \ \ \ �, Sy \ \ \ \ \\\ \ \ \ \ -_ - _ - - _ _ J r J 1. . IN _ ` ` ` \ 8 - "'- - \ ` ` \ FREE DRAINING NATIVE MATERIAL \ \ \ \� 66� \ \ \ \ \\ ,f. \\\ \ \\ \ \\ COMPACTION OF THE SWALE BASIN SHALL BE AVOIDED 5 SS,g / — �- __- - - I �26q� \ ` \ ` \ \ \ u 6�9 \ \ ` �t� \ \\` \` \ \ THE EVENT OF COMPACTION BY HEAVY EQUIPMENT THE \ — _INSTALL 12 J \�6G ('• "`\\ \`\\ \\ SWALE BASIN SHALL BE TILLED TO ALLOW INFILTRATION. ANGULAR-IR PRAP � ss v�\ ��s\ ` `v v ` ` `v �' v``�v v`y ` Drainage Swale I � I v v�6�� vvvvvv\ vvvvvv �� vvvv vvv \ 1v g \ -IE : 2638.00, 12-IN PVC (N) \ \ y ��v A\ \ V A VA v v v vA \VAA V AA \V\ vScale: NTS 16 \ -- - — 1 - I \\\\\\ \ \\\\\ \�\\ — ) ° ti � �y��j �'6, A \ V `VA V A `V A A V `V A �� \ VAA \VAA\ 59 cb- d19 9 I / B5 L96 I 12,378-SF I / O CO3 � \V`y v ` `v\\vvv vvv�v V Avyvv \ W � \2 \B5L99 638 , 10"10-SF \ \ \ \ \ \ \ \ \ \ - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - 263 \ \ \ \ \ \ \ \\ \ — — - - - CA - cc -2644 2645 / - - - - - _- - \ - - - - - - _\2646 - - \ - - - - - - - \ \� � \ � �/ / �/ / \\ \ \ \ \\ \ \\ \ \\ \ \\\\\ \\ \\ \ y a 2E � -26 - - _ �� \ \ \ \ \ \\ \ \ \ _ - _ - \ - - -- - - -- - - - - - \ - �-264g_ 2 649 Revisions \ - - 2650, - - - \ - - - - - - J 2654 26,5,5 � i 2656\ 000, 000, 2657 M n �\\\\\\ \\\\\\ \ ugh b \ \ AL �5$° Nor nan \ 4S Project No.: 117035 Date of Issuance: 01.10.2020 Project Milestone: Permit Set ago 0 20 4o Drainage Drainage Swale Detail Drainage Swale Detail ,dz c tc+2 BULL - HORIZONTAL SCALE: 1" = 20' -- C7mOO ��o THE Legend: LAN D. . . . . . . . . . . . . . � . . . . . . . . . . . . . . + + + + + + + + - GROUP + + + + + + + + + + + + + + + + NEW TURF SOD ++++++++++++++++ NON MOWN RED FESCUE + + + + + + + + + + + + + + + + NOT APPROVED + + + + + + + + 0 0 6' FOR OPEN STYLE METAL FENCE CONSTRUCTION & TAN VINYL FENCE, MATCH EXISTING 13 CLOSED VISION FENCING. Keynotes: 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 2. END FENCING, SEE LEGEND FOR FENCING TYPE. Project Calculations A. RESIDENTIAL SUBDIVISION TREES: 9 TREES (1 PER LOT. NOTE: NO TREES PLANTED WITHIN 10'OF ANY STORM DRAINAGE STRUCTURES) S. GRAND FORK WAY: LF 555,TREES PROVIDED-9 I o i I i B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.03 ACRES. (45,182 SQ FT) \\\\\ \\ C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 13.1% (MINIMUM 10%) \\ \ \ D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 7 PROVIDED (1 PER 5,376 SO. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) i - 2 _ -_- \� \\\ \\\ I E. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A _ �� Landscape Notes: Io I // r / \\\ \\\\\\\\�\ \ I 1. NO CANALS, CREEKS, DRAINS, PONDS, WETLANDS, FLOODPLAINS, HIGH GROUNDWATER AREAS, OR ROCK OUTCROPPINGS ARE EXISTING ON THIS SITE. \ I 2. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER II \ \\ \\\\ \\\ \\ EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 3. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. 4. NEW TREE PLANTING, SEE DETAILS SHEET L150. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, LE..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. 5. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. O PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 6. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (1"MINUS) BARK CHIPS. 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY CA \ OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 8. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING — i PLAN. 9. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO - - _ ____ 1 4 ' :•. �(\�� / / / / — — �\ TOPSOIL. ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES) AND THREE PARTS COMPOST/ORGANIC MATTER, BY VOLUME. . . . . _ � — � � ' ' •.• •:: I �•. �� / / / , I �\�� \� �� 10. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. \ III I r ^— / / ' ' \\ I ` / / / / / / \ \ \ \ �� \ 11. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF TOPSOIL. SPREAD, CA / `'• l I COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW SURFACE OF WALKS AND CURBS IN \ I I — — \ •.;.• ` / : :• \ / ( — ,/ / I / \ \�\�\ PLANTING BED AREAS, AND 1/2" IN LAWN AREAS. W u I /I I I ( - - \ ' ;•: O \:;. I I ( r - _ - - - JI I i / I �� \\�� 12. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE TOPSOIL I , .•. \ I �\ �� MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN Cz AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH _ I J I / / \ f / I / \ \ \\\\\ ` OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER. A) PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 13. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL I _— \\\ \ LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER,AND FREE OFco - - - — _ — __ _ __�_ I `/ III — — — — — _ — •�•� : ' _ J r J f •:•:•:•'• •'�+ \ \\ \ ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER CA I . I �•• I� - - - - - \ •• :' ' -' 'u. :: . �•'� •••: : . + + +\\\\V \ HARMFUL TO PLANT GROWTH. I I I �: I - - , I �' ; ,�,•,•,•, ,•, ;•; :;•',.; ; �'•'• ':�+ \V�\ 14. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT Q 6ommo / ,�,:. ;; ;.;•;.;•;•;.;•;.;•;.; SS (3 •,•;• •,\ \\\ V \ PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF Dlrivewa I I �•.•.•.•. .•. . . .�...�..\•� •. .\\\\\\�\\ NOT LESS THAN 4 INCHES. O w / '�' ' ' ' ' ' '•'•' ' ' '•'••••• •�••• \ \ 6' 15. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS ANDCz —� ��\ / '•' I ( I / / / ;•�;•\;` , ,`t•,�%?6Q p Ca DISPOSE OF PROPERLY OFF SITE. va •:: •:•'•'•. 5`• \\�\ \\ \ 16. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES COMPLETE fir` l-- 1 I I / / '��' �\ \\ COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. _ o.•. .•�:.•...• �` I I I \\ I / j 1 . . . . . . . . . . . . . '.;�;.• • •;�i.; ; ;••. \\\\\\ \ \ Revisions : ;: •.• %;; � \\\�\\ \ ACHD Landscape Plan Notes: •: ••'•'�•" \\ \\ \ 1. TREES SHALL NOT BE PLANTED WITHIN THE 1 O'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 2 . •:�. �.\ \\\\ \ I� II ��/�� / �� - I\ �� ++•' •'•'•;•;•,• •,• •,• • • • •;•;•,•;•'• N..':X•'x,. • \\\\\�\ l \ 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE INSTALLED, SEEPAGE BEDS I � L � �� 8S � � � � •;,.,.,.,•,.,.,•,.,•,•,•,.,.,.,.,.,. \,�.• \\\ \ \ MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE / `,a S �� 2 '•�'•'•••'•' '�•.� \\\\ \ \ IRRIGATION SYSTEM. I I Rid \�\\\mob ��+ � '+�..;.;.;C•;�. .�;.•. .�. \\\ \\� \ OF 14 , - \ LA-202 11\02/07/2020 Project Na.: 117035 Date of Issuance: 01.10.2020 � Project Milestone: PermO Set Landscape Plans Landsca a Plan 50 100, p Landscape Plan ��LL HORIZONTAL SCALE: 1" = 50' WELL L1 .00 if�o ` F = THE NOTES: LAND 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS • RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO GROUP 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 2. IN THE EVENT OF A NOTIFY THE LANDSCAPE ARCHITECT OTECT BEFORE DING OF CLARITY PROCEEDING. NOT DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. NOT APPROVED 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO FOR INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE CONSTRUCTION STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, GALVANIZED NAILS TO PREVENT SLIPPAGE. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE ARCHITECT IMMEDIATELY. 2"x 2"x 8"CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. �o SOIL LINE 3"THICK BARK MULCH LAYER, KEEP BARK MULCH 3"AWAY FROM TRUNK 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. HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP 2 OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC A �� COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \VAjAA �� /AAjAA� WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. A \jA//\/ SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2x ROOTBALL DIAMETER Deciduous Tree Planting 3x ROOTBALL DIAMETER 1 Scale: NTS O NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 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; YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE 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. Q NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE -" W ARCHITECT IMMEDIATELY. .e 2"x 2"x 8"CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.7_3 Q 0 SOIL LINE i J JN 3"THICK BARK MULCH LAYER, KEEP BARK MULCH 3"AWAY FROM TRUNK UTILIZE SOIL/ROOT PROBE AROUND TRUNK '" BACKFILL WITH SOIL PLANTING MIX. SEE y (APPROX. 34"AWAY FROM TRUNK)TO LOCATE 31 HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE SPECIFICATIONS FOR ADDITIONAL INFORMATION. z POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE 0 = M CD REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP ��A��A VAS�� /�A�// LU Cz CC 2 OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ / CA am FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \//\ \ \ �� // COMMERCIAL SLOW RELEASE FERTILIZER TABLETS WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE VAS/�A� �/�/�/�/�/ / / // / //AA// Revisions LEFT ON THE BOTTOM OF THE ROOTBALL. SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 1' 2x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER ZScale: NITS OF Oq/yo�//i D. LA-202 ~ SCAY \\\ 02/07/2020 Project No.: 117035 Date of Issuance: 01.10.2020 3 Project Milestone: Permit Set Landscape Plans Landscape Details 21E Ll m50 Final Plat for SouthrmidgeSubdivisionPhase 4 Legend Notes FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN Located in the West One Half of the East One Half of Section 23, 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 SAID DRAINAGE O• FOUND 5/8"REBAR PLS 14216 OR AS SHOWN Township 3 North, Range 1 West, Boise Meridian, HHOM OWINERS ASSOCIATION, INCND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE Oo SET 5/8"X24"REBAR WITH PLASTIC CAP, PLS 7880 Meridian, Ada County, Idaho 2 EACH SIDE OF INTERIOR IR LOT EASEMENT,A UNLESS DIMENSIONED OTHERWISE. WIDE PUBLIC UTILITIES, SAID PEDRAINAGEYDRAINAGE AND o SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 n GG 2020 IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE 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 NORTH 1/4, SEC. 23 FOUND BRASS CAP (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION RM REFERENCE MONUMENT FOUND ALUMINUM CAP CP&F INST. No. 107153515 EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE $.14 CP&F INSTR. NO. 110088910 s.14 S.13 RESERVED FOR THE SOUTHRIDGE HOMEOWNERS ASSOCIATION, INC. SECTION LINE S89°19'41"E 2661.73' TS.23 W. OVefland Rd. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION BOUNDARY LINE 0 100, 200' S.231 S.24 SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY / APPROVED AND/OR REQUIRED. RIGHT-OF-WAY LINE ao I 5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE INTERIOR LOT LINE SCALE: 1 11 = 100' I TIME OF RESUBDIVISION. CENTERLINE , - � � / o i � � - - - � 6. LOT 95, BLOCK 5 IS DESIGNATED AS A COMMON LOT ENCUMBERED BY A BLANKET PUBLIC UTILITIES AND - - - - ADJACENT L T LINE O \ _ _ - - / CITY OF MERIDIAN PUBLIC WORKS EASEMENT AND TO PROVIDE SHARED ACCESS FOR LOTS 92-94, AND 0 �k, ° _ Dr �� LOTS 96-99, BLOCK 5. SAID LOT 95, BLOCK 5 SHALL BE OWNED BY THE SOUTHRIDGE HOMEOWNERS — — — — — — — — — EASEMENT LINE N86 15 25 E 1 L1 W,Henrys ForkCb ��o/ ASSOCIATION, INC., OR ASSIGNS. THE OWNERS OF THE LOTS 92 94, AND 96 98 WHICH WILL BENEFIT 70.00' - - c.� FROM USE OF THE COMMON DRIVEWAY SHALL AT THEIR OWN EXPENSE, MAINTAIN, REPAIR AND/OR Q S84°59'17"E Ng1°58'45"E— - _ �� - - , �j REPLACE THE COMMON DRIVEWAY AS NEEDED. LOT 95, BLOCK 5 IS ALSO ENCUMBERED BY A BLANKET TIE LINE J� ¢ I I • S89°02'41"E 167.48" 50.29' 40 20' • - - �' _� R' PUBLIC UTILITIES AND CITY OF MERIDIAN PUBLIC WORKS EASEMENT. °'� O LOT NUMBER ¢ I o — — — — — — • • • �1 O '�/ o c� I • �� 7. LOT 6, BLOCK 10 IS DESIGNATED AS A COMMON LOT AND SHALL BE OWNED AND MAINTAINED BY THE z I 60' 70' O I 88 JOO / I SOUTHRIDGE HOMEOWNERS ASSOCIATION, INC. a SEE SHEET 2 z w / O FOR EASEMENTS I I cY° 8. LOT 99, BLOCK 5 AND LOT 5 BLOCK 10 ARE DESIGNATED AS COMMON LOTS AND ARE ENCUMBERED BY AN w / +� �O c EASEMENT FOR THE RIDENBAUGH CANAL, INSTRUMENT No. 7608075, RECORDS OF ADA COUNTY, IDAHO, Curve Table " Fr / � SEE SHEET 2 N F J AND SHALL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE HOMEOWNERS ASSOCIATION, INC. AND/OR ( / o / FOR EASEMENTS OJT _ Uj ASSIGNS. CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH Ov / 89 � C ° � / 9. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS C1 160.45' 150.00' 61'17'12" S51°20'09"W 152.91' N36 2755E L° o � z PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED 34.82' 5 // / I CD � ¢ FOR ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. C2 129.34' 150.00' 49024'12" N07024'13"E 125.37' / o O O7 / / / N w ° ° S40°56'27"E� � m 10. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION C3 140.75 150.00 53 4548 N09 3501E 135.64 / ° \ o RM / 67.62 N SERVICE WHICH WILL BE OWNED AND OPERATED BY THE SOUTHRIDGE HOMEOWNERS ASSOCIATION, INC. 6 / _ - I ALL PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED C4 210.53' 300.00' 40012'30" N16021'40"E 206.24' o — —� o — — — / PLS 7880 - g AND MAINTAINED BY THE SOUTHRIDGE HOMEOWNERS ASSOCIATION, INC. U� / RM � // h • / a, m W. Rio De Plata Dr. o 0V� _ _ - - 11. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH o __ _ - STATES: "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR Line Table Line Table — — — — — — — — — ° BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE I �5 RM o O 99 /,� _ _ _ I SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE LINE BEARING LENGTH LINE BEARING LENGTH o ' 98 G _ _ — (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN 92 RM OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE L1 S00000'05"W 12.65' L5 N72°42'07"E 70.00' 2 0 4 i POINT OF BEGINNING RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, \ y o o „ / SOUTHWEST CORNER OF AGRICULTURAL FACILITY OR EXPANSION THEREOF." L2 N69°18'27"W 60.00' L6 S62004'56"E 70.79' o o = '-Zr / SOUTHRIDGE SUBDIVISION ° „ ° „ Q(51 U? RM r co �'/ PHASE 3 12. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF L3 N67 54 51 W 60.02 L7 S53 32 05 E 70.00 �L J�/ THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR L4 N72°42'07"E SOUTHRIDGE SUBDIVISION FILED AS INSTRUMENT No.'s 2015-047435, 2015-052250 AND 2016-040134, AS 130'RIDENBAUGH CANAL AMENDED FROM TIME TO TIME, RECORDS OF ADA COUNTY, IDAHO. I �M �/ � � EASEMENT INST. No. 7608075 / \ 99 o 13. A PORTION OF LOTS 88-91, 95, 98 AND 99, BLOCK 5; ARE ENCUMBERED BY A MERIDIAN CITY PATHWAY EASEMENT AS RECORDED IN INSTRUMENT No. RECORDS OF ADA COUNTY, IDAHO. C1/4 CORNER, SEC. 23 N32°06'19"E 60 / 60, / 120'RIDENBAUGH CANAL =� EAST 1/4 CORNER, SEC. 23 FOUND 5/8"REBAR 21 67'/ �0- / J 14. THIS SUBDIVISION IS SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY DISTRICT (ACHD) EASEMENT AS CP&F INST. No. 9126240 / 0 96 RM o 60, EASEMENT INST. No. 7608075 FOUND ALUMINUM CAP RECORDED IN INSTRUMENT No. , RECORDS OF ADA COUNTY, IDAHO. N89002'56"W 712.19' ��3 CP&F INST. No.2018-009553 3— o / — — — N89°02'56"W 1578.32' _ — — S.24 15. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN INSTRUMENT No. / 94 , - RECORDS OF ADA COUNTY, IDAHO. / N89 02 56 W i� S.23 N89002156"W 34.06' / �R, � ,32.62' 16. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST / /0p �h // KNOWN NORMAL GROUND WATER ELEVATION. Survey Narrative ply LA M / 4 , / / 99 /// � / I THIS PLAT WAS PREPARED TO CONTINUE THE DEVELOPMENT OF THE SOUTHRIDGE SUBDIVISION PROPERTY IN PHASES.THE PROPERTY BEING PLATTED IS SURROUNDED ON THE NORTH AND EAST SIDES BY SOUTHRIDGE , SUBDIVISION No.3.THE CORNER MONUMENTS FOR PHASES 1 AND 2 WERE HELD FOR THOSE BOUNDARY LINES. a 7880 cc' / h / / / / = THE NORTHEAST CORNER OF SECTION 23 AND THE EAST 1/4 CORNER OF SECTION 23 WERE USED AS THE BASIS 1-29-2020 OV / _� / i .�5� / OF BEARINGS. �Tq P�0 4�1 / / i / / 9 TE 0 F \0 -- --OJT / � - - Ov - - - - s W - ---- oti, � References AS (z) 1. PLAT FOR SOUTHRIDGE SUBDIVISION PHASE 3, BOOK OF PLATS AT PAGES THROUGH RECORDS OF ADA COUNTY, IDAHO. �1 �/1�� THE l �i ♦ o i / Q� O � r / o 2. PLAT FOR ASPEN COVE SUBDIVISION BLOCKS 1 &2, BOOK 31 OF PLATS AT PAGES 1895 THROUGH 1896, LAN D I i / RECORDS OF ADA COUNTY, IDAHO. . � o N70012'07'W , / 130'RIDENBAUGH CANAL 3. PLAT FOR ASPEN COVE BLOCKS 3,4&5, BOOK 35 OF PLATS AT PAGES 3040 THROUGH 3041, RECORDS OF ADA G R O U P 47.38' EASEMENT INST. No. 7608075 COUNTY, IDAHO. 462 East Shore Drive, Suite 100 4. RECORD OF SURVEY No. 10035, RECORDS OF ADA COUNTY, IDAHO. Eagle, ID 83616 �� PN 117035 SHEET 1 OF 4 SOUTHRIDGE SUBDIVISION PHASE 3 I _ _ - - - � N86015'25"E I S84 5917 E - - � 5'SoEENOTE3 Final Plat for 70.00' • _S89002'4_7.48'_ 50.29' L1 - - - ■ ■ ■ ■ I ° - - - - - - - - - - - - ' • • N81058'45"E 140.20 w L13 L14 . _ _ _ - - �- ou ri eSubdivisionPhase 4 1 60' 70' co C-) co o O a, 50' w '� 25' r 88 c U) 25' U- 130, 1�- RIDENBAD N8900241 W �' N90000'00"E Curve Table: Line Table: EASEMENT INST. No A760807 O 165.38' / 144.05' °cam° v / U 5 r o ' 12' LO � w I CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH LINE BEARING LENGTH �Q CENTERLINE OF / ^ 7 �; / �� N cn J RIDENBAUGH CANAL / �' 0 O NOTE 14 �� / NOTE 13 C)I i C1 160.45' 150.00' 61°17'12" S51°20'09"W 152.91' Li S00°00'05"W 12.65' S CO o C,, m o / 00 �- - - - a - - C2 129.34' 150.00' 49'24'12" N07°24'13"E 125.37' L2 S69°18'27"E 60.00' / N89002'41"W c ° C14 g j/ 164.81 N90°00'00"E c� m C3 140.75 150.00 53°45 48 N09°35 01 E 135.64 L3 S67°54 51 E 60.02 / / �� 163.59' U i C4 210.53' 300.00' 40°12130" N16°21'40"E 206.24' L4 N72°42'07"E 70.00' / w / 1<6 o 7 ,\/ �O� ,\� / I o I C5 259.65' 370.00' 40°12'30" N16021'40"E 254.36' L5 N72°42'07"E 70.00' / ��L cb`L c� O / r c1j p0� C6 96.80' 370.00' 14°59'26" N28°58'12"E 96.53' L6 N62004'56"W 70.79' / o ° � * �i/ G�� / � o) C7 82.66' 370.00' 12°48'03" N15°04'27"E 82.49' L7 N53032'05"W 70.00' / z 46 o S89°08'25"E 131.00' C / _ � - - / �'� - `� 6 - -C22� z / S6S° - - C8 80.18' 370.00' 12'25'01" NO2°27'56'E 80.03' L8 N36°27'55"E 24.30' / 0 80.53 - - - - - 63.88 - / / S64 � - - / N /o WC N Gj/ rS61-4 SF 3a • ssr0° C9 80.23' 425.00' 10°48'58" S03°57'52"W 80.11' L9 N87°02'28"W 40.00' N89°02'41"W 151.83' U' 8 , G ��s6� C10 62.10 425.00 8 2218 S13 33 29 W 62.04 L10 S02 57 32 W 42.00 W. Rio De Plata Dr. NO 1�1 o ��1 -- C23 _ _ - - C11 147.87' 450.00' 18°49'39" N08°19'49"E 147.21' L11 NO2o57'32"E 42.00' 70.07'- WC N- - 84.71 - - -C18_ _ S6 ° ��1 �°' ° C12 68.74' 475.00' 8°17'29" N04°54'36"E 68.68' L12 N87°02'28"W 40.00' w C26 9 4323'F II C 12' 16527 ° ° ° �5 C13 72.03 475.00 8 41 17 N13 23 59 E 71.96 L13 S84 5917E 25.15 NOTE 13 F �20, �'� POINT OF BEGINNING C14 10.58' 225.00' 2°41'42" N19005'29"E 10.58' L14 S84°59'17"E 25.14' \ ° N gsF��Fs SOUTHWEST CORNER OF \ 2 o 98 o ea zo 92 ��'� F 1Nsjq��,yc -SOUTHRIDGE SUBDIVISION C15 74.12' 225.00' 18°52'25" N29°52'32"E 73.78' \ co j � ,' D \ �4>6�Nq� // PHASE 3 C16 84.70' 225.00' 21034'07" N50005'48"E 84.20' \ a j S89°02'41"E CO i ��S / C17 83.47' 225.00' 21'1518" S71°30'31"W 82.99' \\ 2 115.76' N = N S76°3g'58„E co 60, 124 92' C18 34.63' 225.00' 8'49'10" N86032'44"E 34.60'LO S i 0 N N 60, CD z C19 255.56' 200.00' 73°1241" N54°20'59"E 238.52' \ 0i 97 C? v N 40 / A�' C20 20.74' 175.00' 6°47'23" S21008'19"W 20.73' \ Lo W O N M / Qv C21 118.39' 175.00' 38°45'41" S43°54'51"W 116.15' r 1 I 95 / = C22 84.48' 175.00' 27°39'38" S77007'31"W 83.67' C� 11 `v �' 0 N89°09'10"W Lg `�Qj Q / J v m 49.36' L12 S76°395g E �N _ l C23 26.38' 20.00' 75035'00" N23°05'21"E 24.51' N c o 51. r, 130'RID _ 10' I o mQ / C24 53.94' 175.00' 17°39'41" N05°52'18"W 53.73' EN J / EASEMENT INST UGN DANAt S87°02'28"E 130.00' J 4jG gg CIV `d c> �� / O / C25 31.42' 125.00' 14024'03" SO4°14'30"E 31.34' 0 60 120 / 60 No 76p8075 39.47 25.45' 4' / C26 30.17' 20.00' 86'25'19" S54°39'11"E 27.39' 19"E � � 65.08 N32°06' / // - - - / 21.67' ° �0 96 �� WC __3 / C27 30.52' 80.00' 21°51'34" S06°22'06"E 30.34' Scale: 1�� = 60' o ° b 0 94 0 0 - - -� _ _� _ _ _ _ _ _ _ _ C28 36.62' 150.00' 13'59'12" N29°28'19"E 36.53' N 0 / - - - - See Sheet 1 of 4 for C29 26.11' 150.00' 9°58'26" S17°29'29"W 26.08' / N89002'56"w �� , i , -; Notes & Legend / 34.06' co h �h N89002'56"W , / C30 25.20' 150.00' 9°37'37" S07°41'28"W 25.17' °o ", 32.62' S80o0g41„\N s / / / / C31 52.82' 150.00' 20°10'33" N07°12'37"W 52.55' C32 189.70' 220.00' 49°24'12" N07°24'13"E 183.87' C33 74.05' 220.00' 19°1 T09" S07o39'19"E 73.70' Sp eIO0' FN C0 / // / ° / // C34 115.64' 220.00' 30007'03" N17002'47"E 114.32' S3 � �F C35 145.02' 360.00' 23°04'49" S32°13'57"W 144.04' / / C36 29.73' 210.00' 8006'42" S24°44'54"W 29.71' o� BLOCK 5 ,C/ / / / // C37 94.47' 210.00' 25°46'29" S41°41'30"W 93.67' C38 63.49' 210.00' 17°1920" S63014'24"W 63.25' C39 187.69 210.00 51 12 31 S46 17 48 W 181.50 - °� . THE --------- / / �o�� i Cis /O - - - - - - �i LAND S ' s ti �� T F LAN D 788 0 ' GROUP x K-��'P i 1-29-2020 / � �� i �'� �° 462 East Shore Drive, Suite 100 /i Ole �9 9T£OF P Eagle, ID 83616 N70012'0711W ° SR.wAs i 47.38' ° , , PN 117035 SHEET 2 OF 4 Final Plat for Southrmidge Subdivision Phase 4 Certificate of Owners Certificate 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 WEST ONE HALF OF THE EAST ONE HALF OF SECTION 23,TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CODE RELATING TO PLATS AND SURVEYS. MERIDIAN,ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 13, 14, 23 AND 24 OF SAID TOWNSHIP 3 NORTH, RANGE 1 WEST, (FROM WHICH POINT THE NORTH ONE QUARTER CORNER OF SAID SECTION 23 BEARS SOUTH 89'1941" EAST A DISTANCE OF 2,661.73 FEET DISTANT); I THENCE FROM SAID SECTION CORNER, SOUTH 3101813"WEST,A DISTANCE OF 2720.51 FEET TO THE SOUTHWEST CORNER OF SOUTHRIDGE SUBDIVISION LA PHASE 3,AS SAME IS SHOWN ON THE PLAT THEREOF RECORDED IN BOOK OF PLATS AT PAGES TO OF ADA gti �� T COUNTY RECORDS, SAID POINT ALSO BEING A POINT OF CURVE ON THE CENTERLINE OF THE RIDENBAUGH CANAL,AND BEING THE POINT OF BEGINNING; �v THENCE 160.45 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 61' 17, 12", A CHORD a 7880 c' BEARING OF SOUTH 510 20'09"WEST,AND A CHORD LENGTH OF 152.91 FEET ON THE CENTERLINE OF THE RIDENBAUGH CANAL; 1-29-2020 THENCE SOUTH 20'41'33"WEST,A DISTANCE OF 218.36 FEET ON THE CENTERLINE OF THE RIDENBAUGH CANAL; �,Q TF OF THENCE NORTH 89'02'56"WEST,A DISTANCE OF 32.62 FEET; S'R.WA THENCE SOUTH 33'08'24"WEST,A DISTANCE OF 127.52 FEET; THENCE SOUTH 550 24'04"WEST,A DISTANCE OF 417.50 FEET; THENCE NORTH 70'12'07"WEST,A DISTANCE OF 47.38 FEET; THENCE NORTH 25°10'44"EAST,A DISTANCE OF 367.74 FEET; THENCE NORTH 890 02'56"WEST,A DISTANCE OF 34.06 FEET TO A POINT ON THE CENTERLINE OF THE RIDENBAUGH CANAL; THENCE ON THE CENTERLINE OF THE RIDENBAUGH CANAL FOR THE FOLLOWING COURSES AND DISTANCES: THENCE NORTH 32°06' 19"EAST,A DISTANCE OF 21.67 FEET TO A POINT OF CURVE; THENCE 129.34 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 49'24, 12", A CHORD BEARING OF NORTH 070 24' 13"EAST,AND A CHORD LENGTH OF 125.37 FEET; THENCE NORTH 17'17'53"WEST,A DISTANCE OF 110.54 FEET TO A POINT OF CURVE; THENCE 140.75 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 53'45,4811, A CHORD BEARING OF NORTH 09'35'01"EAST,AND A CHORD LENGTH OF 135.64 FEET; THENCE NORTH 360 27'55"EAST,A DISTANCE OF 34.82 FEET TO A POINT OF CURVE; THENCE 210.53 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 40' 12, 30", A CHORD BEARING OF NORTH 16' 21' 40" EAST, AND A CHORD LENGTH OF 206.24 FEET TO A POINT ON THE EXTERIOR BOUNDARY LINE OF SAID SOUTHRIDGE SUBDIVISION PHASE 3; THENCE ON THE EXTERIOR BOUNDARY LINE OF SAID SOUTHRIDGE SUBDIVISION PHASE 3 FOR THE FOLLOWING COURSES AND DISTANCES: THENCE NORTH 86'15'25"EAST,A DISTANCE OF 70.00 FEET; THENCE SOUTH 89'02'41"EAST,A DISTANCE OF 167.48 FEET; THENCE SOUTH 840 59'17"EAST,A DISTANCE OF 50.29 FEET; THENCE SOUTH 00'00'05"WEST,A DISTANCE OF 12.65 FEET; THENCE NORTH 81'58'45"EAST,A DISTANCE OF 140.20 FEET; THENCE SOUTH 000 25'32"WEST,A DISTANCE OF 267.38 FEET; THENCE SOUTH 40'56'27"EAST,A DISTANCE OF 67.62 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 7.89 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. CHALLENGER DEVELOPMENT, INC.,AN IDAHO CORPORATION BY: Acknowledgment STATE OF IDAHO ) ) S.S. COUNTY OF ADA ) ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF CHALLENGER DEVELOPMENT, INC.,AN IDAHO 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 `N ,1 THE RESIDING IN V-/ �� L AN D MY COMMISSION EXPIRES • - G R O U P 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 117035 SHEET 3 OF 4 Final Plat for Southrmidge Subdivision Phase 4 Approval of Central District Health Certificate 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 T H E a LAN D "7 ffl 1-29-2020 - GROUP sT �o �� TE OF �pP � SR.WA 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 117035 SHEET 4 OF 4