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CC - Construction Drawings ' Lv-OA' .. ��= T H E Southrid e Subdivision Ph se 5 9 L A N D - GROUP Ch lienger Development E E 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 CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR SEE TOPOGRAPHIC SURVEY(SHEET C1.01 ( ) FOR BENCHMARK LOCATIONS Ider`uena Dr 1.n a Dr in THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. REV. MARCH 2O18 GENERAL CONSTRUCTION TBM #1 : 5/8" REBAR WITH CAP _ _ � � V ELEV=2610.94 Roaarn9 o A R9 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO W. Overland Rd. Vmtms Park EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS _ Ve°v�Priand't�d WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TBM #2: 5/8" REBAR WITH CAP TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY DC ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR HIGHWAY DISTRICT ACHD AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT ITD THE ELEV=2609.59 TB#1 T62 I`�C FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. ( ) ( ) I T 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 r- 8 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 � PROJECT 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 LINDER ROAD. AREA " .22 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 0 �' COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. P MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE HORIZONTAL&VERTICAL DATUM: J 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) C/6 LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO DIGGING. 21 SITE AT ALL TIMES. 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) t'Dmf,DI 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION W.Victory Rd. n DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE CONFERENCE PRIOR TO START OF WORK. AND Standard Notes: wvcroryRa NOT TO SCALE 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 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: 2000ft O 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. `��Ue� soom PROTECTED. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE ©2015 Map4uest - Portions©2015TomTom Terms Prlvacv CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. � 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR Sheet Index. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY RIGHT-OF-WAY. CA 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 Sheet Number Sheet Title CONSTRUCTION. GENERAL 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 C1.00 COVER SHEET& GENERAL NOTES 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 N0. 1. CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387 6284. C1.01 TOPOGRAPHIC SURVEY 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. C1.02 SITE OVERVIEW Q 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 C1.03 STREET LIGHTING & SIGNAGE 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 C1.04 MASS GRADING PLAN WAS THE MOST-RECENTLY ADOPTED. WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S SWPPP 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE 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 C1.51 WATERS OF THE US 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. C1.50 EROSION &SEDIMENT CONTROL PLAN EROSION &SEDIMENT CONTROL DETAILS 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. DETAILS 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 DETAILS 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 C2.00 ROADWAY TYPICAL SECTIONS UJ 10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DETAILS. C2.01 INTERSECTION DETAILS 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN C2.02 INTERSECTION DETAILS 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE ROADWAY PLAN &PROFILE 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. C3.00 S. GRAND FORK WAY STA 8+80 13+40 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 C3.01 S. GRAND FORK WAY STA 13+40- 18+00 RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES ENGINEER. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE C3.02 W. HEAVY TIMBER STA 0+00-4+40 BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE WATER OR FILLED)ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. C3.03 W. HEAVY TIMBER STA 4+40-7+60 CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S C3.04 S. CRAFTSMAN WAY STA 0+00-3+40 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 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 C3.05 S. CRAFTSMAN WAY STA 3+40-6+40 � CA ACHD ROADWAY NOTES: C3.06 S. CACTUS LILY WAY STA 0+00-2+80 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 C3.07 S. CACTUS LILY WAY STA 2+80-5+00 ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE z 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, SANITARY SEWER � Q 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. CD EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN ) ( ) C4.00 SEWER LINE A-1 STA 2+70-7+50 � o WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE C4.01 SEWER LINE E STA 0+00-3+30 � TRAFFIC,WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. ( ) LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD W cz POLICY MANUAL: SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO C4.02 SEWER LINE E STA 3+00- 10+80 y ELM13. 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 C4.03 SEWER LINE E-1 STA 6+00- 10+80 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE C4.04 SEWER LINE E-2 STA 0+00-5+70 FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN RULES (IDAPA 58.01.16). STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. STANDARDS AT THE WORK SITE AT ALL TIMES. WATER PLAN 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, C5.00 POTABLE WATER PLAN 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. 1 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL PRESSURE IRRIGATION 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 C6.00 PRESSURE IRRIGATION PLAN SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A C6.01 NAMPA&MERIDIAN IRRIGATION DETAILS LANE. OF RECORD DRAWINGS. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1.2.3. TRAVEL TRAVELFLOWA LE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS 1-1.00 LANDSCAPE 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 FINAL LANDSCAPE PLAN 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START FINAL PLAT DRAINAGE SWALES). CRITICAL FACTOR. OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT(ACHD) INFRASTRUCTURE. STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE -- SHEET 1 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 2 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 SHEET 3 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 SHEET 4 Dig L'ne, In ■ SEWER SECTION NOTED ON THE ASPHALT PAVING SECTION DETAILS, SHEET C2.00. USE WHICHEVER SECTION ISSHEET 5 City of Meridian - Standard Notes: 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA GREATER. ll��I/+ Call Before You Dig I CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ttt�` V 2TRENCH SHALL CONFORM TO THE LATEST EDITION REV. MARCH 2O18 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, BAC FIILLSHALL BECO STRUCT D ER SECTIONS 305 ANND 306 OFT E I.S P.W. ON 300 AND SD 301. BEDDING AND 811 PRESSURIZED IRRIGATION STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION 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 387-6280 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. p g oNAL E INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. SZ ry IT IS BEING CONSTRUCTED. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA ��5 �0\STF 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER 58.01.16). 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT CHALLENGER DEVELOPMENT THE LAND GROUP, INC. 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. 10961 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 �qTe OF \oP 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 ��SONDE14 • CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR IDAHO 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 01/13/2021 ■ � '� ■ CROSSES A STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). Project No.: 117036 F These plans and/or specifications have been reviewed for compliance plans Are Accepted For Public Street r• ' ■+ ROADWAY with Meridian City Standards and Specifications. This review does not Date of Issuance: 01-12-2021 AM ■' : ■ �■ ■ relieve the owner, engineer, or contractor of the responsibility to design Certification of Compliance with Design Standards:r 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A and/or construct those facilities in compliance with all current applicable Construction Project Milestone: PERMIT SET ■ ■f� ■ federal, state and local laws, rules, regulations, ordinances, r = ` I F 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 development agreements, specifications, orders or approvals, all of General CONSTRUCTION. which the City retains the right to enforce. inconsistencies not noted by By stamping and signing the improvement plans,the Registered Engineer ensures the THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES y pp specifically District that the plans conform to all District policies and standards. Variances or F City staff shall not be construed as approved unless s ecificall ■ 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM addressed in writing by the City. Any proposed revision to these plans waivers must be specifically and previously approved by the District in writing. Cover Sheet & General ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT must be submitted for review and compliance with the Meridian City Acceptance of the improvement plans b the District does not relieve the Registered z THE PIPE ZONE. Standards and Specifications before said revision is constructed. p p p Y g Notes E DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE Engineer of these responsibilities. BY: DATE: C1 ■0 0 Name Date ADA COUNTY HIGHWAY DISTRICT \ THE LAN D MS - GROUP N, \\ \ \ \\\ \\N1 III, \ \\ \ I}II I 1 \\ \\ \ \ \ Legend: O SET 5/8"STEEL PIN EXISTING GROUND CONTOUR(NAVD 88) 2450 O SET BRASS PLUG • FOUND 5/8"STEEL PIN EP EDGE OF PAVEMENT ' O FOUND BRASS PLUG EG EDGE OF GRAVEL FOUND BRASS CAP CURB AND GUTTER \ � \ \ \ \ \ \ I I \ \ \ \\ \ — — — — - _ _ \ \ \ 0 CALCULATED POINT —XXXX— FENCE LINE \ \\ \ \\ I \ \\ \ \ \ \\\ \\ \ \ \ TEMPORARY BENCHMARK SS SANITARY SEWER LINE OVERHEAD POWER LINE \ \� \ \\ \\ ` \ JI � \\ \\ \� \ ��\ \\ \\ �\\ \ \ �s -' �- `•� \ ,,, \ � 0 SEWER MANHOLE OHP 0 0 WATER MANHOLE UGP UNDERGROUND POWER LINE ® WATER VALVE G G GAS LINE / \ w �\ ❑ WELL W W WATERLINE IRRIGATION MANHOLE I IRRIGATION VALVE T T TELEPHONE/COMMUNICATION LINE O \ \ \ \ \ �� \ \ \ \ \ \ — ( /� \ \ Mw PIRR PRESSURE IRRIGATION LINE \ \ \ \ \ f \ \ \ \ \ \ \ \ \ \ — — / / \ \ `3� O MONITORING WELL y \ � p (I l \ � / / �n\ s \\ / ❑ TELEPHONE RISER SUBJECT PROPERTY BOUNDARY „1 \ \\ \ \ \ \ \ \ \ \ \\ \ \ �/, � / \ — — — — — — — — — SECTION LINE \ \ \\ \ \ \ J \ \ \ \ \ \ \ \ \ \ / w I \ \ \ / p CABLE TV RISER G ADJACENT LOT LINE \ \\ \ � \ \ \ �i / / 1 � � � / \ \ / ® GAS VALVE Q 1�1 \ \ \ / 4�;c ` EXISTING RIGHT-OF-WAY LINE \\�\ \\\ \\ \, \ \\ \\ \\ \\ \ \\ � \ \\ \ \ \ \\ \ // `'� ( �\ \\ \ // / > \ \ a UTILITY POLE \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ / / \ \ — CENTERLINE q' ❑ ELECTRIC RISER FUTURE RIGHT-OF-WAY LINECOD \\v \ POWER TRANSFORMER/SECTOR BOX \\\\\ LIGHT POLE — — —— — — — — — EASEMENT LINELU \\\ \ \ \ \` \\\ \> > //� \\ \ \ \ \ \ \ \ —\ \ \ \ \ / \GMTR LSCP LANDSCAPED AREA GIRR GRAVITY IRRIGATION LINECz RCP REINFORCED CONCRETE PIPE Q \ \ //�// / \ \ \ \ \ \ / \ `►^ \` CONCRETE AREA \\ \\ \ /) CMP CORREGATED METAL PIPE PVC POLYVINYL CHLORIDE PIPE DECIDUOUS TREELo IIIIIII \\ CPP CORRUGATED PLASTIC PIPE \ \ \ \\ �D STORM DRAIN MANHOLE \�\ \� �� \� CATCH BASIN INLET \�\\ \\�/ \\ \ 'Oi \ \ \ � \ \ \ I � � / � 1 ' III � I I I I I� � z \ \ \\\ \�\\ \� \ \ \ \ \ \ \ I Q l I I IIII I I _ 0 \\\ \�\ \ \\\ ��\�\\\\\ \\ \� e\ \ ` \ \ 1 / / _ I I I I I I L _ _ I I I r \ \\\\\\\ \\\ \�\\ \\ \\ \ \ \ \ \ \ I I� � I I I I 'll — _ —�� / \I II ( ( I O = w \�� \�\ \\�\\\ \�\\\\�� \\\\\\ \\ \ \ \ \ \ / / I III I — — \�\ \� \\\\\\\\ \\\\�\�\ \\\ \ \ \ \ \ \ \ \ ,� , , _ >_ _ I I I y a \\ Benchmark Notes: \\\� \\ \\\\\\ \\\\\\\\ \ \ \ \ \ 7 \ / _ _ _ — _ - _--- S r l I I I / SEE TOPOGRAPHIC SURVEY SHEET 01.01 FOR BENCHMARK LOCATIONS Revisions \ \\ \\ \\\\\\ \\ �\\\\ / / \ \\ \ \ \, go 8V`1 _ ___ _ _ _ _ \ i I TBM #1 : 5/8" REBAR WITH CAP \ \\\ \ \\\ \\\ \\\\\\\\\ \ \\ / / \ \ i ----- - _ I I I I ELEV=2610.94 \\� \\\\\\ \�\\\��\\�.//' \\`\\ \ ( 5 // / /T - _ — _ — — — — I ( — L TBM #2: 5/8" REBAR WITH CAP \ \\ \\ \ \\�\ \\/ 11 I I / co ( �` ( III - ELEV=2609.59 \ \\ \\ �• \\\\ \ \\ \ \ \ \\ ♦ \\\ \\\\ \ \ \ \ \\\ \\�\\\\\ TBM: CHISELED SQUARE ON THE SOUTHWESTERLY CORNER OF THE SIGNAL \ \ \ \\ \\ \\\\\ \ \\ LIGHT CONTROL BOX AT THE SOUTHWEST CORNER OF OVERLAND ROAD �\ \\ \\\ \ \ \\\ \ \ \ \\\\ \ \\\ \\ \ \ \\ \ — / I I I I I _ \ 1 \ \\ \ \ \ \ - ( I I I I I ( / AND LINDER ROAD. \\\ \\\\ � \ \\ ELEV=2610.62 — — I \UN\ �Q \\� \ �. ( I \ � , ,1 I I i I III �- - - - - \ -- \ \ \ \ \\ \V �' I \�� AA \\\\\ HORIZONTAL&VERTICAL DATUM: \\ \\ ( ( , / 1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) A \\\\ \ / /i� � \\`` \ I _ — � � �pIRR - �_� — ( I I I 1 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD 88 \�� \��\\IM \\ /� �/. �� \��\\\\ \\\\\\\\ \ \\ 11l __ ______ —____=— — I I I I IIII► Survey Notes: \ \ \�� \ \ \\\ \\�\\\ /� \ \ \ \\ \ = __ -- � I I I l III 11 ,I ---- 1 1 priAL \�\\\\ \ \ \� 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS �,5s1 ST ENGf \\\\/ SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, DIGLINE UTILITY \ \ 1 \\ \\ \\ \\\\\ \\\\\\ \\ i I \ IIII MARKINGS AND AS-BUILT PLANS. THE SURVEYOR MAKES NO GUARANTEE OF THE \ \ \ \g\\ \\ \\\\\\ \\\\\\ \\ i / / \ �I I III I — _ - - ( l I I ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. 10961 f OF \ \ \\\\\ �A \\ \\\\ \\\�\\\kN� -- I` 1 / 1 L _ _ �_ _ — _� _ - _ — I J �SoNDEN� \ \ \\ \\\\\\ \� �`\\ \\ 11�11111� 1 1 ' _ — - — - _ - - — — — _ — _ 01/13/2021 \ \ \ \\\\ �1\ 11� 111 II1111111 11 \ 1 ---- - — - _ - _ _ —_ ___— ___ _ _ \\\\ 1 _ '-= Project No.: 117036 \ \ \ \\� \l — \ \ Date of Issuance: 01-12-2021 _ \ \ \ \\lllllll \` IIII I(1111,I11111 IIII IIIIIII _ _ �— / I i r - - — — — 1 / — — — — — — I r� �I I\ \ 1\1� /// I II I I II /� Project Milestone: PERMIT SET \\ \ ; IIII IIii� V V IIII IIII IIIIIII Ilr , J �I ' - - — — — — — — 1 ►/ I Il I I) I \ l IIII r( ^ General \ II�(IIIII ,11, IIII I III II — I I — — — — — — ` \ �/ I 1 I I \ // 1y• I I o ra �J — Illlll I ( I Topographic Survey To p 9 p Y a A �Ijllll, �I I I.III� I I l I 0 p o ra h i c Survey 6°' 12°' g p y0 _ 1001 �o REMOVE EXISTING TEMPORARY TURN AROUND �1 0-11�� T H E ' ce LAN D C' FA (BLOCK 14 Cr Icy B14 1-2 ��14 L3 B14 1-4 o B14L5 C B14 L6 / d b o- LU W W _ QQ W 2 SD g.,SS y ------ ------m R LL. =0 a E. p p park O cc I , � � I B13 1-6 B13 L5 s \ cc B13 1-4 B13 L3 '� ZCn f 60 B13 1-2 B13 1-8 � Cf) B13 L16 B12 L23 CO 4-� i B13 L9 r r CA 1-7B12 = i • B12 L22 i S — cn C� O ` 80 j B13 L15 613 L10 i B12 1-3CO B12 L21 B11 1-2 8 I cn U)- B12 1-4 r--___------- o- I B12 L20 Bill 11 , ® .; � B13 L14 / � , 8 W � ----------- J B13 Lii i r B12 1-5 8 1 1 1 1 R i B12 L19 B11 1-4 / �� f.'• � y B13 L12 CO ' B12 L6 OF&�� B12-18 �ti Bill1-5 .� ' l B12 L17 B12 I B11 L6 �O • gir o — R— — — — GIRR — — — G— — - \ \ - ■ B12 L16 B12 1-8 Bi 1 L7 B12 L15 312 L9 UJ B12 L14 L Bill 1-8 U \ 0 0 \ B12 L10 Q - - B12-11 B11 L9 B10 L13 612 L12 B11 L10 5Q I \ \ Cc B11 1-11 CA I I Q B10 L12 � �� B11 L12 I W Cz 1311 L13 Ali / Bill L14 „ 8„ S Revisions B10 1-11 Rig t' 00 = \ B10 L14 !OC 0 j 5 �� , — — \ O S iPEP B10 L10 � � s� Southridge v B I CD subdivision x� I Phase 3 Cr . I CL 4-TIRR �• I _ R — I CO) U) ilk =r Sj'NAL EIV CA G\ST G'1� CD 10961 OF 0 „ "SS DEN o — — 01/13/2021 1 _ + 8 — — — — — Project 1 117036 N R— Date of Issuance: 01-12-2021 Project Milestone: PERMIT SET General — — Site Overview E 0 60' 120' Site Overview !Ny o� HORIZONTAL SCALE: 1" = 60' C1 ■ 02 ��o CD w EXISTING STREET LIGHT J / Sheet Notes: 0 T H E trA1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, LAND ® ® o - � / / �� CHANNEL ,CROSSINGS &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION . + BLOCK 1 o O ` o o �S� AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. G R 0 U P ® ` / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO i BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND I 1 / Linder & Overland \ �� UTILITIES. o + --------- _ Apartments '® W 1 ; _ Not A Part 7+55.92 7+00 6+0 0 �® Legend: STA: 10+44 \ ;O� EXISTING STREET LIGHT Z - +i I I I \ Ax0O / O EXISTING TYPE I CITY OF MERIDIAN STREET LIGHT. Ti �STA:4+16 / 30'SQUARE GALVANIZED ANCHOR BASE POLE WITH 8' 1 / E)G/ ,-- �°a COBRA ARM AND 250 WATT HIGH PRESSURE SODIUM i - vv r; o LIGHT FIXTURE TYPE II CITY OF MERIDIAN STREET LIGHT. 25'SQUARE STEEL ANCHOR BASE POLE WITH 100 WATT i 1 Z-"oo o HIGH PRESSURE SODIUM SHOEBOX LIGHT FIXTURE i o of \ �r +i r �/ \ _ \� ► ' g TYPE I CITY OF MERIDIAN STREET LIGHT. PER MERIDIAN i.�� i STA: 1+92 j r�00 / - STANDARD T1 CD STA: 12+25 m % -GO %r ® , � 0 o A QL . �/Y \ V i \ , i / s / , ® �� s�' Si na a Keynotes: `, �\ so o 9 g Y oii STA: 2+12 , / �� ► 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. +I - r C*Poe y O f ;'`' r �6o Street Light Numbers: CO fix' � � Ni l LOCATION NUMBER TYPE / STA. 9+86 52016 TYPE 2 STA. 12+13 52017 TYPE 2 4qe0 \ �� , STA. 15+13 52018 TYPE 2 M xp�' L,0 ► STA 17+44 52019 TYPE 2 STA: 3+08 ' \ ` �%0111o� / STA 02+86 52020 TYPE 2 \ \ ,' o / STA 01+92 52021 TYPE 2 CA' \ Xj ' o STA 04+16 52022 TYPE 2 a / / STA: 14+55 xoo \ \ \ / �' \ STA 02+58 52023 TYPE 2 W BLOCK 9 City of Meridian Standard Notes: O 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 A o� WORK. USE THE ONLINE CITIZEN PORTAL AT = Q \ \ ` / �x, \ I HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/TO OPEN A PERMIT 0 CDAND REQUEST INSPECTIONS. \ "COO \ w c'3 oo \ ®® _ __- 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. / \ \ STA: 17+18 Revisions 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE 't - ___--- # HYDRANTS AND 2' MIN. FROM WATER METERS. 1. wood rh�p _� ,� V w■ __----- - - I y 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 ®® Southridge ® , i FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER r■■F PEDESTALS. Subdivision o Phase 3 4„ IRR a C C �� \ / 00 ` \ 4"PI R BLOCK �� o��o� �\ i i ��SZONAL G\ST ✓� r i 10961 NDES S Fork Dr■ -- 01/13/2021 3 1 }� *— _----- w■ Henry' -- ^.• Project No.: 117036 cl II _ _ - Plans Are Accepted For Public Street®II — ___— ———— Date of Issuance: 01-12-2021 __----- -- Construction Project Milestone: PERMIT SET By stamping and signing the improvement plans,the Registered Engineer ensures the General District that the plans conform to all District policies and standards. Variances or Street Lighting & waivers must be specifically and previously approved by the District in writing. z / Acceptance of the improvement plans by the District does not relieve the Registered Signage o E q Street L i ght i n g & Signage 0 60 120 Engineer of these responsibilities. BY: DATE: HORIZONTAL SCALE: 1" = 60' ADA COUNTY HIGHWAY DISTRICT - THE LAN D GROUP o \ \ .84 PAD:2614 AD:2613.85 III PAD:2612.89 I i \ % \ \\ \ \ v I I PAD:2611.74 T 8 Cl? 111 III AD:2610.72 III SS W \ \ I I I I III III III II II ( / \ L - - - �J - \I \ _ _ � III II I w\ \ - - - - - I J •\� \\ \ '`�\ \ \\ - bra - '�,� � -'- �� A\ \\\\�\ � l l� I l ', �� V � /l y � \ 1 - o LU \ lots� 4 P D:2615.90 III PAD:2613.60 A 2610.90 / C I \ \\ \\ \\\ \ \\ I r III PAD:2618.88 r - - - - - \ � \ \\ \ - - - (// ( PAD:2612.00 \ � , / PAD:2609.20 � \\' \ \\\\\ J �✓ / / \\ \ \\ \ \ I l L - - - - / \� - \ / / \ PAD:2610.40 PAD:2621.07 PAD:2609.70 � \ \ \ \ \ \ N - o� J \ \ r CV \ PAD2610.70 1CA �\ \ / / PAD:2610.0�\ / \ / / \ v I 0 v v v l l 610 / l U6-1 T.-3 \ \ \ ) ) 2G11 VA 95.44 / 624 \ (PAD:26�2 . 7 \ \ 6 \ �\ \ \ / \ \\ ( 2G1 - - - PAD 9.40 \ \ / /\ PAD:2613.20 / / , 1 y // 1 0�� / /267 \ W 262 U \ \ \IV PAD.2 .10 1 \ /\\\ i2 1.40 �\ \ \ \ / ' cV \ / ti \ \ CID PAD:2615.1PA fl \2�6 / ' // \\ AD:2623.70Lo NRR \ \ \ \ \ \\PAD:2625.70 \x \\\\ PAD: 6 3.30CA 2627 PAD:2626.90 \\ \`/ / \ \` \\\ / \ \ \ \� \ J z PA :2625.70 \ \ \ \ / - ,� \Southridge CC (/\\ \ LU / \ \ \ /'\ RAD:2627.50 \ \\ rn, \ - / - \ _ y a \ _ - PAD:2 .6Q \ \ Phase 3 PAD2629.00 Revisions \\ \\\ \ / i 622.45 PAD:2629.70 AD:2624.20 \ / I I PAD:2628.90NAL \\ ,/\ PAD2632.00 \ • \ / - , \ - _ _ _ - - / I �gsZ� EIVGf \ \ A \\V \V\ VA \ G\ST \ \ \ \ \ \\\` \ \\�\\\\ \ /i/ \\\\\�\ \ I /i\ � J - 1 I ' 10961 \\\ \\ \�\ \\\\\\\ \\\\ \\\\\\\\\\ \\ \\• ( ( EOF0 \ \ \\\ \\\\ \ \\ \\\\\\ \\ \ \ \ o ( ( ) I N DEN 01/13/2021 \ Project No.: 117036 \\\ 1 i Date of Issuance: 01-12-2021 Project Milestone: PERMIT SET General Mass Grading Plan s r Mass Grading Plan 050 100 o 4 HORIZONTAL SCALE: 1" = 50' C1 m0 �o SWPPP Legend: SWPPP General Notes: , _� 1. ALL STORM WATER WILL BE CONTAINED ON SITE. rI , T HE LIMITS OF DISTURBANCE � LAND 2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A FIBER ROLL PER THE STATE OF IDAHO CATALOG OF . FW FW STORM WATER BEST MANAGEMENT PRACTICES BMP STORM EVENT PRODUCING 0.25 INCHES OR GREATER OR ONCE EVERY SEVEN DAYS. \ ` \ / #35. SEE THE FOLLOWING SHEET FOR DETAILS. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: - GROUP / / \ - - - - - - - A. THE ENTIRE SITE IS TEMPORARILY STABILIZED,OR Ali - B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS,OR 9 \J / �\ ' ® � / � /� I _ / PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS(MAY THROUGH SEPTEMBER) ® / \\ \ \ I I ( / / \ °N 2661 J WITH DIRECTIONAL SLOPE ARROWS IN ARID AREAS AND SEMI-ARID AREAS. 1I,� JJII II � , _ II 3. DEWATERING IS EXPECTED FOR THIS SITE. ONSITE ESC CONTRACTOR IS RESPONSIBLE FOR ALL ®�� \ \ \VA� V A \ ��V f - /� APPROXIMATE EXISTING GROUND CONTOUR NON-STORMWATER MANAGEMENT. INLET PROTECTION TO BE INSTALLED _ _ - - �l PRIOR TO EARTH DISTURBING ,® - / // \ \\\\\\\\ �\\ \ \\ \` \ �_ 2661 -- (ONE-FOOT INTERVAL)WITH DIRECTIONAL -a 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE ESC ACTIVITIES AND REMOVED UPON - / J \ \\\\\\\ \\\\\\\ \ J \ SLOPE ARROWS � n J COORDINATOR. FINAL STABILIZATION 1 / )\j7 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. \ \�L \� ® 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 AND AT THE END OF THE BUSINESS DAY.DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. \ \ / 1 \ \ \ \ \ \ 6. WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF-SITE LOCATION I I v v v // e/ \ vv v = vv v v v RECTANGULAR DROP INLET PROTECTION TYPE I PER OL R-MOVEv,UPON A V /� I V A v v \ V A IF PRE-APPROVED. INSTALL FIBER' \ / \ \\ \ J� \ \\ \ \ \\ ® BMP#31, SEE SHEET C1.55 FOR DETAILS -_ ,41ILIZTIp ,E-SWEET LT.00 \ \ INLET PROTECTION TO BE INSTALLED i 11 \ \ \ \ \\ \\ \ \ / INAL ST' \ \\ \\ \ \ 11 7. ALL DROP INLETS,CATCH BASINS,AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION OTES 0 / v v v vv \ \ \ I`"G' \ \ \ PRIOR TO EARTH DISTURBING \ \\ \\ \ PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR \ -I SLOPE \ \ \� �) \ / a \ \ �� \ CONCRETE WASHOUT. SEE THE FOLLOWING SHEET FOR INSTALLATION INSTRUCTIONS. ACTIVITIES AND REMOVED UPON � ?_ - � - � \ �� I l \ \ I I - / \ \ \ ��\��11 I / DETAILS. \ I \ \ \ FINAL STABILIZATION STORM WATER COLLECTED IN SOUTHRIDGE \\ 8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS \ \ _ __ ,II I A \ \, ( \ \\\ «�✓ PHASE\ 1, SOUTHRIDGE PHASE 2 AND _ A A \ I POSSIBLE.ANCHOR TO PREVENT VANDALISM. \ ,��ll STAGING AREA AS NOTED. STABILIZE AND PROVIDE SOUTHRIDGE PHASE 3 IS DIRECTED TO THESE /- \ \ 1 PERIMETER CONTROLS PER THE STATE OF IDAHO 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING TWO RETENTION PONDS. �� / \ / CATALOG OF STORM WATER BEST MANAGEMENT CUTTING AND SURFACING OPERATIONS.SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT TYPE II RECTANGULAR p I I I i ' \_ - \�\ IIIII II PRACTICES BMP#2 CONCRETE OR ASPHALT PAVEMENT OVERNIGHT.SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY INLET PROTECTION \III I NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE.COLLECTED SLURRY AND CUTTINGS SHALL BE INLET PROTECTION. J - III TYPE II RECTANGULAR INLET PROTECTION. \ N TO BE INSTALLED - _ - J IIIII II` I DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY INSTALLED AS PART OF \ � \ PRIOR TO EARTH DISTURBING ACTIVITIES / \ � I I F� SITE CONSTRUCTION SIGN. INSTALLATION AND \\\O INSTALLED AS PART OF INSTALLATION \/ IIIII II STANDARDS. v� / AND REMOVED AT FINAL STABILIZATION. - AND REMOVED UPON FINAL STABILIZATION / III REMOVED AT FINAL � 12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION STABILIZATION. G� / v 0 I A / CONSTRUCTION ENTRANCE TO BE �1/ �� II III Illll I MEASURES. INSTALLED PRIOR TO EARTHWORK STABILIZED ENTRANCE PER THE STATE OF IDAHO CONSTRUCTION ENTRANCE )� OPERATIONS AND REMOVED PRIOR TO J I II CATALOG OF STORM WATER BEST MANAGEMENT 13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE IF APPROVED BY THE OWNER AT A TO BE INSTALLED PRIOR TO - �- � � - - II I PRACTICES BMP#5.THIS SHALL BE MAINTAINED ( ) \ x, ,x / PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE EARTHWORK OPERATIONS 26 2 SITE CONSTRUCTION SIGN. \ \ II J THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL lg � FINAL PAVING BASE INSTALLATION. AND REMOVED PRIOR TO - \ I I I IS INSTALLED. PROVIDE SWEEPING DAILY OR AS STABILIZED PER BMP#9, FINAL PAVING BASE _ INLET PROTECTION TO BE INSTALLED III 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. - CONCRETE WASHOUT _ INSTALLATION. _ \ ® PRIOR TO EARTH DISTURBING ACTIVITIES III I DIRT ONTO EXISTING ASPHALT. SEE THE FOLLOWING -- P A T T E° \ p 15. ALL GRADING,UTILITY,AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 INLET PROTECTION TO BE INSTALLED \ AND REMOVED UPON FINAL STABILIZATION II SHEET FOR DETAILS. I A.M.AND 9:00 P.M.MONDAY THROUGH FRIDAY AND 8:00 A.M.TO 9:00 P.M.SATURDAY AND SUNDAY, PRIOR TO EARTH DISTURBING - - - - - UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. `ACTIVITIES AND REMOVED UPON tb SWPPP Posting Requirements: 16. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE v FINAL STABILIZATION PERSON. \\\ \ \� `\ / \ \ INSTALLED / 1• OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR OBTAINING 17. TOTAL DISTURBED AREA IS APPROXIMATELY 9.52_ACRES.. - � \ � 1 I J THE CONTRACTOR AND INLET PROTECTION TO BE I LLED I THE EPA NOTICE OF INTENT N01 PRIOR TO EARTH DISTURBING ACTIVITIES �Outhrid e I I 18. UPON CONTRACT APPROVAL BY THE CONTRACTOR,IT IS RECOGNIZED THAT THE CONTRACTOR HAS v \V A \ . v \ \ g 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 \\ �� ) i , \ .� / AND REMOVED UPON FINAL STABILIZATION I i ( � CONDITIONS CONTAINED HEREIN. ✓�� \ \\ �/- �\ � \ �,\ \ \ - _ I PERMIT AND COMPLETED INSPECTION FORMS),N01,AND ACKNOWLEDGEMENT LETTER FROM I EPA MUST BE RETAINED AT THE CONSTRUCTION SITE OR OTHER LOCATION EASILY SOILS STOCKPILE AREA -_- \ _ Phase 1 J III ( 19. BOISE CITY PLANNING AND DEVELOPMENT SERVICES REQUIRES EROSION CONTROL PERMITEES TO - \ t - _ Ild ACCESSIBLE DURING NORMAL BUSINESS HOURS)AND MADE AVAILABLE FOR REVIEW BY EPA, SCHEDULE AN EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION.THE INSPECTION v \�\\\�\ A STATE,OR OTHER LOCAL APPROVING AGENCY._ r _ MUST BE SCHEDULED PRIOR TO GRADING OR OTHER LAND DISTURBING ACTIVITIES BUT AFTER THE I III REQUIRED STRUCTURAL BEST MANAGEMENT PRACTICES ARE INSTALLED.THE REQUIRED BMP'S MUST APPROXIMATE LIMITS \\ - _ - _ I II 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 OF DISTURBANCE �� \\�\\ j \ J - - -p - - - CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING COMMENCING LAND DISTURBING ACTIVITIES.IF THE INSPECTION FAILS,YOU MUST COMPLETE ALL \ I I _ - / IIII INFORMATION: NECESSARY CORRECTIONS AND RESCHEDULE THE SITE PREPARATION INSPECTION.THE SITE MUST - III PASS THE SITE PREPARATION INSPECTION PRIOR TO BEGINNING WORK.FAILURE TO SCHEDULE AND - I I PASS THE SITE PREPARATION INSPECTION WILL DELAY YOUR WORK. / \� \\\�\ �� \�\\ \\\\\\ v�/ I / - - I III III • AT A MINIMUM,THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER L - J L - J L - J - J I I AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT \\\ \�\ J - _ 111�/ III INSPECTIONS MAY BE REQUESTED THE SAME DAY AND UP TO THREE DAYS IN ADVANCE, \ \\\ \ \\ \ INLET PROTECTION TO BE INSTALLED ( I INFORMATION AS WELL AS THE ADDRESS OF THE SITE,THE PERMIT HOLDER'S NAME EXCLUDINGH LIDAY AND WEEKENDS. INSPECTIONSREQUESTED BETWEEN 7: AM AND /� \ \ \\ \\\\�� `�� \ �\\\\�•/ \ �( IIII I J 1II I II HOLIDAYS s30 PRIOR TO EARTH DISTURBING ACTIVITIES `) / rr �ll� - 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 - _ I14� I MUST BE DISPLAYED THROUGHOUT CONSTRUCTION AFTER 11:30 AM WILL BE PERFORMED THE FOLLOWING DAY BY NOON.YOU CAN SCHEDULE AND REMOVED UPON FINAL STABILIZATION _ . THE UNIFORM RESOURCE LOCATOR URL FOR THE SWPPP IF AVAILABLE OR THE THE INSPECTION THREE DIFFERENT WAYS: NIJ ca � IIII 1 -� � � � I I ( ) ( )� \\ \\\ ✓ \�\ _N FINAL JJ FOLLOWING STATEMENT:"IF YOU WOULD LIKE TO OBTAIN A COPY OF THE • SCHEDULE USING THE MOBILE TAPPYO B YOUR SMARTPHONE IN HTTP://PDSMOBILE.NET. • i \ CONSTRUCTION ENTRANCE TO BE %�\ \� _ (Ill II IIL III • SCHEDULE ONLINE AT WWW.CITYOFBOISE.ORG/PDS/PDSONLINE. I - \ INSTALLED PRIOR TO EARTHWORK \\\\\� \ --- == Southrldge STORMWATER POLLUTION PREVENTION PLAN(SWPPP)FOR THIS SITE,CONTACT THE \ \� _ _ i - CALL 208 384-3802 TO SCHEDULE. \ OPERATIONS AND REMOVED PRIOR TO \\\� �) f � i � I - 1 � � -� �-_ = �=- ___ - - I� EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC ( ) FINAL PAVING BASE INSTALLATION. \\\\`\\\\ � � � � Phase 3 III 1 I � � I - �-� III (VAKOC.MISHA@EPA.GOV) (206)553-6650" I • AND THE FOLLOWING STATEMENT"IF YOU OBSERVE INDICATORS OF STORMWATER ■ v � yv v �wvvw`vvvv - I II I I I� a IIIII Soil Stabilization: L - J IIIII POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY,CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE HTTPS://WWW.EPA.GOWENFORCEMENT/REPORT-ENVIRONMENTAL -VIOLATIONS." REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF SITE IMPACTS. I \ \ \ III I - I - • THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT - - -_ -= III I _ - - - - -_ 2. EXCEPT AS PROVIDED BELOW,STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IIIIII III IIIIII III L -r - � - III I � I I - _ �� _ _ � � � � �-- - - - - _- - I J I III \ �i J I \ - - - III IS NEAREST TO THE ACTIVE PART OF THE CONSTRUCTION SITE. cc / / I IIII � III / 1\\ IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY cc 1III IIIII/ IIIII I III li r�L- I I I l III I • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A z e / I' IIIII / III l I II CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION SOuthrid g IL � L - - PUBLIC RIGHT-OF-WAY. Q _ IIOF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. p ✓1 - - - d ld P�A T I E/D/ Phase 2 - I - I 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I,SECTION 1.11 O cz 2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND w cz III I�/ \ �1 L - ��- �\ IIIII OF THE CONSTRUCTION GENERAL PERMIT. C4 am CONDITIONS,STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND // �� _ - �� - \ � I \// ��\\ \L- J l , FOR N.O.T. (NOTICE OF TERMINATION). L_- --___�� EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION Revisions I , \ \ I / // L✓// �__ ///, i =__- )__� ��\ _ �� /I _J� III I�� - -�� Ill MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE. \_� \ _ � l l i// /// == - �\ \\\\\ \ I II _III I1I 1. \ `\ \ l ^r/ \\� / j%% r _/= \\\�\� ��- - �� ( \ 1� - _ II THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED \\ \ ` \ \ \ \ I II 4 \✓Q %�� _ \� Q� �l � \��\\ _ -�\ r� �\ I III AREAS AND/OR WHERE SHOWN ON PLAN,UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: MULCHING (BMP 15) - APPLY STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED \\\\\ \\\\\\\\\\\\ ✓I\ III\ \\ \\\� - ///�� j�j� AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE�/ %% \ - �\ �\ \�\ \ i.- \� IIII DESCRIPTION,AND/OR: Southrid e /// ////�( / i \\\�\ \\\\\\\\�� - h I III 3. GEOTEXTILE (BMP 17) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO " /%� w �// ASPEN COVE SUBDIVISION \\\\�\\� I-- III, PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, \ \ \ \\ \ \\\ Phase 4 \� �"�/°�: 4. MATTING BMP 18 - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PREVENT EROSION)SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. ■ \\ \ \ V Stockpile Management BMP 9/ /� IIJI � l Jl �l lol \ \�\ � �\\\\�\ III I I, %�� / �J�/ �� /��G �/ / / �\\\ \ FROM:IDEA STORM WATER BEST MANAGEMENT PRACTICES CATALOG SEPTEMBER 2005 PROTECTION OF NON-ACTIVE STOCKPILES \I I /// / // / / / \ \\\\ \\ ��_ \ s J I J \ DESCRIPTION: • SOIL STOCKPILES:DURING THE RAINY SEASON,SOIL STOCKPILES SHOULD BE COVERED OR "// /// �/// ��/ �// / \\ 1� �� STOCKPILE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO REDUCE OR PROTECTED WITH SOIL STABILIZATION MEASURES AND A TEMPORARY PERIMETER SEDIMENT /��// � '''( / //%/ //// �- - - - \ ELIMINATE AIR AND STORMWATER POLLUTION FROM STOCKPILES OF SOIL,PAVING BARRIER AT ALL TIMES. DURING THE NON RAINY SEASON,SOIL STOCKPILES SHOULD BE MATERIALS SUCH AS PORTLAND CEMENT CONCRETE(PCC)RUBBLE,ASPHALT CONCRETE COVERED OR PROTECTED WITH A TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ONSET OF PRECIPITATION. Contact Information:/ (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 /IZ\/ APPLICATIONS:IMPLEMENT IN ALL PROJECTS THAT STOCKPILE SOIL AND OTHER MATERIALS.////// ��//// i TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ONSET OF PRECIPITATION. PH.� j� /\\\�� ,%� STOCKPILES OF"COLD MIX":DURING THE RAINY SEASON,COLD MIX STOCKPILES SHOULD BE GENERAL CONTRACTOR/OPERATOR: Note: The SWPPP Plan IS comprised //� / / i � �j///%/� / LIMITATIONS. PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES.DURING DRAINAGE AREA-N/A MAXIMUM SLOPE-N/A THE NON-RAINY SEASON,COLD MIX STOCKPILES SHOULD BE PLACED ON AND COVERED WITH PRIMARY CONTACT: MINIMUM BEDROCK DEPTH-N/A MINIMUM WATER TABLE-N/A PLASTIC OR COMPARABLE MATERIALS PRIOR TO THE ONSET OF PRECIPITATION PH of these Construction Set drawings 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 COMPANY: TARGETED POLLUTANTS: COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES. Narrative Booklet SEDIMENT ■ PROTECTION OF ACTIVE STOCKPILES Project No.: 117036 CONSTRUCTION GUIDELINES: . Date of Issuance: 01-12-2021 PLAN PREPARER: GARY SCHUMACHER ALL STOCKPILES SHOULD BE PROTECTED WITH A TEMPORARY LINEAR SEDIMENT BARRIER 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: 12-29-2020 PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON USING A TEMPORARY Erosion & Sediment PERIMETER SEDIMENT BARRIER SUCH AS BERMS,DIKES,FIBER ROLLS,SILT FENCES, MAINTENANCE z �\ ' ' 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 q Erosion & Sediment Control Plan ASSOCIATED ACTIVITIES.WHILE ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDERWAY, APPROPRIATE ON ALL STOCKPILED MATERIAL. 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. C1 ■ 5 0 HORIZONTAL SCALE: 1" = 150' • REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. \ /�.� 0 %= T H E L AN D - GROUP Idaho DEQ Draft 2014 305B Integrated Report 997s BOlA 003 i Ili c Mrd lc iI L`enber _ 30 ob 4 Ro 1 _ hC I044 m 1NaMr 'fit Overland Rd 15 Perk - CA _J PP z :30 Vow High r Se hoc I PROJECT * 3rsint I VV t.aiwn Ord N-1 LOACTION 99��GS W d►Park � Kmams Park f rr1J 4y\ CA LU { W' Victory Rd 1W' Victory R�1 � .'. fors — -., CID ,f 4"V Alaa4yncxrCD y � 1 CA 16 2700 ff CA am yel�y� �yllylyl�' 1�y1 -3 r e`L Revisions . - 1. March 9, 2017 1:36,112 BURP Locations (CATS) (CATS) 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, NPS, NRCAN,GeoBase, IGN, Kadaster NL, 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 Project No.: 117036 Date of Issuance: 01-12-2021 Project Milestone: PERMIT SET SWPPP Waters of the US , z �E _ 1 . 51 50'MINIMUM EXISTING TM CONSTRUCTION SPECIFICATIONS STORM SEWER GRATE PAVEMENT 00 DANDY SACK �� %� T H E Op D 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED ppOOpppOpppOppO SPECIFICATIONS CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE 00 00 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: G R OUP 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 o POINTS WHERE INGRESS OR EGRESS OCCURS. ® ® GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.78 400 X 1.40 315 D T 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO MANAGEABLE 2-FT I DANDY SACK TM GRAB TENSILE ELONGATION ASTM D 4632 % 15 X 15 50'MINIMUM IPLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENT AREA PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.67 150 FAMILY RESIDENCE LOT. MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 5506 800 TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.67 150 X 0.73 165 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION I 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 OE 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 '' PERMITTED. PERMITTIVITY ASTM D 4491 SEC 0.90 � DDC �DDDL ' D D D D 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION STORM INLET �` WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO (Q�(Q� (Qn(Qn (�n('10��( n HI-FLOW DANDY SACKTM (SAFETY ORANGE) � ) 9C o � 0 PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING v,��v, T Ar'� b ,�,,� J �,,�,,�,, ,, WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR NOTES: MECHANICAL PROPERTIES TEST METHOD UNITS MARV � " � 0�"�.��"�� ' ��' ��' ��' � 1. INSPECT AT FREQUENCY DESCRIBED IN SWPPP '�`{�'�`f -`b {� {� {� {� CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 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-' 2.1 °®�► p®4° *Note:All Dandy SacksTM can be ordered with our optional oil absorbent pillows ffOYYCTf 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 Jr 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 G 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�/� 1111111111111111111111 W W Jr W W W i W /W i Jr W\ Jr i W j iP - W \ r W W /i 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/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 /�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 '�/ `�\ Vr / 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 �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 J• W W/ /W W y W W W W W W W W y W�W W N y� W W N y W// W W N y W W W W W /W W W W W W% y W 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 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 SLOPE SURFACE BOTTOM OF i Jr i W W i W W W ✓/ W W W W i W/ W i W CA W W r•� W W r• W W W W J• W /W J• W W J• W W / f BOTTOM OF CHANNEL W W J W W J W W W CHANNEL Y W W/ %/ W W W W W W W •Y/ W W W W W W W W W W W W W W W W W W W W W W W l/• W W W W W W W \ 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 W / \/ \ \/ UJ V, W W W W W W W y Jr W W W W y Jr/W W W W W W W W W W W W W y W W W W N y W W W W i W W W W y Jr W WT W W y W W W W W y W W W W W/W W y W W W W W W W W W//J• W W W W \/ \\ \\ \` ` `W W-V�}•/ W y W �W�W W W /W W W W •!J� W W W W W W/ W W W \ ` W i �Y /W y W W V[ W W W /W W /W W W W W W J• J• J• TRENCH -\ / �� CZ �{• mil• 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 \ 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\y 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 N �• W W �1(� 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 \ /•Y 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 W �• � W W W Jr \J � WW �Y/W W W W Y� Jr W W W W \ W W W J• W W z Q iJ 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 `I PLASTIC LINER w 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. 10TE 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.: 117036 FINAL GRADING AND SITE STABILIZATION. 4. REFER TO IDEQ BMP NO.46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS. Date of Issuance: 01-12-2021 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 , z Control Details Silt Fence Install 1 (BMP 36) Concrete Washout (BMP 13) Temporary Sediment Basin (BMP 46) Scale: NTS Scale: NTS Scale: NTS 6 78 C1 /�- -4THE t. .•1.� SEE PARTIAL SECTION FOR L AN D SIDEWALK ON WEST SIDE OF - GROUP S. GRAND FORK WAY STA 8+88.76- 14+79.27 50' R.O.W. 7'ACHD J SIDEWALK 7'ACHD EASEMENT 25 25 10' 21 9.5' 15.5' 16.5' 9.5' 1, JOINT TRENCH FLAT LANDSCAPE LANDSCAPE 5' UTILITY STRIP STRIP EASEMENT (TYP. BOTH SIDES) 1.75%±0.25% 2% 2% 1.7 0 0 0 5"THICK CONCRETE 5"THICK CONCRETE SIDEWALK PER ACHD CONSTRUCT FULL DEPTH ROADWAY CONSTRUCT FULL DEPTH ROADWAY SIDEWALK PER ACHD SUPP SD-709 BASE SECTION. EXTEND 6" MIN. BASE SECTION. EXTEND 6" MIN. SUPP SD 709 CONSTRUCT FULL DEPTH ROADWAY BEYOND TOP BACK OF CURB. 7EEN. EXTEND 6" MIN. 2.5-IN ASPHALT CONCRETE BEYOND TOP BACK OF CURB. BACK OF CURB. STANDARD 3" ROLL CURB AND 4-IN OF 3/4" MINUS CRUSHED "VERTICAL CURB GUTTER PER ACHD SUPP SD 702 AGGREGATE BASE,TYPE 1 STANDARD 3"ROLL CURB AND PER ACHD SUPP 12-IN OF 6" MINUS UNCRUSHED* GUTTER PER ACHD SUPP SD-702 AGGREGATEBASE NOTE: 4-IN OF 3/4" MINUS CRUSHED MINUS CRUSHED WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT COMPACTED SUBGRADE RUN SECTION MUST BE INCREASED TO 14-IN AGGREGATE BASE, TYPE 1 AGGREGATE BASE, TYPE 1 Typical Local Road Section S. Grand Fork Way Partial Street Section S. Grand Fork Way 1 Scale: NTS Scale: NTS SEE PARTIAL SECTION FOR SIDEWALK ON NORTH SIDE O OF W. HEAVY TIMBER STA. 0+45.00-4+62.09 y 50' R.O.W. 7'ACHD J EASEMENT 7'ACHD EASEMENT 25 25 10' e. 21 � 8' 18' 18' 8 FLAT ' � 1, JOINT TRENCH LANDSCAPE LANDSCAPE 5' UTILITY EXISTING SIDEWALK AS CONSTRUCTED BY LINDER & STRIP STRIP EASEMENT OVERLAND APARTMENT PROJECT. RETAIN AND PROTECT (TYP. BOTH SIDES) 1.75%±0.25% 2% 2% 1.7 �oo.�o..o 0 0000 000��00 - — T W o� 5"THICK CONCRETE CONSTRUCT FULL DEPTH ROADWAY 5"THICK CONCRETE CD Cz SIDEWALK PER ACHD CONSTRUCT FULL DEPTH ROADWAY SIDEWALK PER ACHD SUPP SD-709 BASE SECTION. EXTEND 6" MIN. BASE SECTION. EXTEND 6" MIN. CONSTRUCT FULL DEPTH ROADWAY Q BEYOND TOP BACK OF CURB. SUPP SD 709 BASE SECTION. EXTEND 6" MIN. 2.5-IN ASPHALT CONCRETE BEYOND TOP BACK OF CURB. BEYOND TOP BACK OF CURB. - STANDARD 3" ROLL CURB AND 4-IN OF 3/4" MINUS CRUSHED Lo GUTTER PER ACHD SUPP SD 702 AGGREGATE BASE,TYPE 1 STANDARD 3"ROLL CURB AND STANDARD 3"ROLL CURB AND 12-IN OF 6" MINUS UNCRUSHED* GUTTER PER ACHD SUPP SD-702 GUTTER PER ACHD SUPP SD-702 CD AGGREGATE BASE *NOTE:WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT 4-IN OF 3/4" MINUS CRUSHED 4-IN OF 3/4"MINUS CRUSHED Ca COMPACTED SUBGRADE RUN SECTION MUST BE INCREASED TO 14-IN AGGREGATE BASE, TYPE 1 AGGREGATE BASE, TYPE 1 = � z O o Typical Local Road Section W. Heavy Timber 4 Partial Street Section W. Heavy Timber y L 3 Scale: NTS Scale: NTS Revisions 1. 60' R.0 W. 0 1 ILI V ACHD 1'ACHD ; EASEMENT 30' 30' EASEMENT 10, 8.5' 16.5' 16.5' 8.5' ?1, JOINT TRENCH 1' 5' LANDSCAPE LANDSCAPE 5' UTILITY STRIP STRIP EASEMENT 1. (TYP. BOTH SIDES) 75%+0.25% 2% 2% 1 7-% 22"7 O SAE 5"THICK CONCRETE CONSTRUCT FULL DEPTH ROADWAY 5"THICK CONCRETE 10961 SIDEWALK PER ACHD CONSTRUCT FULL DEPTH ROADWAY SIDEWALK PER ACHD SUPP SD-709 BASE SECTION. EXTEND 6" MIN. BASE SECTION. EXTEND 6" MIN. SUPP SD-709 ,rT �o BEYOND TOP BACK OF CURB. BEYOND TOP BACK OF CURB. qTE \�P 2.5-IN ASPHALT CONCRETE OF STANDARD 3" ROLL CURB AND 4-IN OF 3/4" MINUS CRUSHED �SoNDE14 GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 STANDARD 3"ROLL CURB AND 01/13/2021 12-IN OF 6" MINUS UNCRUSHED* GUTTER PER ACHD SUPP SD-702 Project No.: 117036 AGGREGATE BASE *NOTE: 4-IN OF 3/4" MINUS CRUSHED Plans Are Accepted For Public Street Date of Issuance: 01-12-2021 - COMPACTED SUBGRADE WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT AGGREGATE BASE, TYPE 1 RUN SECTION MUST BE INCREASED TO 14-IN 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 Roadway Typical Typical Local Road Section S. Craftsman Way & S. Cactus Lily Way waivers must he specifically and previously approved by the District in writing. Y Yp 5 Acceptance of the improvement plans by the District does not relieve the Registered Sections E= Scale: NTS Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT C100 Sheet Notes: _ " 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. THE IrI / ��.OA s��i / - _ _ 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL LAND - - - - - ,y SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 �w SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. - GROUP �O T 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: ` S. CRAFTSMAN WAY TC:28.62 ` - _/ � \ FG-FINISHED GRADE ELEVATION STA:5+48.08, OFF: 26.49'R MX-MATCH EXISTING TC-TOP OF CONCRETE V `so° o TBC-TOP BACK OF CURB TC:28.69 \ \ FL-FLOWLINE ELEVATION �rn 6p° -- FL GB-FLOWLINE GRADE BREAK _ °oo°°° STA: 1+70.61, OFF: 18.00 R °°°° FL: 28.13 TBC: 2609.47 ---- -- 1 to , 4. ADD 2600 FEET TO ALL SPOT ELEVATIONS FOR NAVD 88 DATUM. SAN \ �,� �' STA: 1+76.61, OFF: 18.00'R \ MX: 9.51 2 \ FL: 28.33 / � FL: 28.22 cv TBC: 2609.92 5. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. � \ \ \ \ �� 5j o' \ `MX:9.63 \ / 2 STA: 1+44.39, OFF:\� 18.00 R TBC: 2609.57 � Keynotes: # FL: 9.47 ft%%- 1. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER \ 04% 83/ STA: 1+38.39, OFF: 18.00'R ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO 2�00 TBC: 2610.07 THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. FL: 28.06 2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN FL: 9.57 RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES ` STA: 5+80.22 (S. CRAFTSMAN WAY) STA: 17+15.75 (S. GRAND FORK WAY) X�8 // STA: 1+61 (W. HEAVY TIMBER) STA: 0+00 (S. CRAFTSMAN WAY) STA: 2+02.50, OFF: 18.00'L o FL:28.09 G TC:28.49 �d o\ TBC:2609.60 / ° 1 �y Curb Legend: TC:28.57 S. CRAFTSMAN WAY O aV \ R25' STA:5+47.81, OFF: 26.35'L 7 m Ia' ��`� `� ��• STANDARD 6"VERTICAL CURB AND ` \ 1 GUTTER PER ACHD SUPP SD-701 TC:9.65 - �� S. CRAFTSMAN WAY ° �I� OOF STA: 0+30.05, OFF: 28.85'R �/ FL:9.03 - ----- --- -- _______________________ STANDARD 3"ROLL CURB AND - - -- _ GUTTER PER ACHD SUPP SD-702 O \ '�'l _!� \ STA: 1+19.50, OFF: 18.00'L TC:9.70 ° �T l TBC: 2609.91 CA TBO. �60� 9 FUGB:9.15 2 _--------- STA. 09 �l3 OFF 16S0R it FL: 8.95 o �l 4g\° 80j Intersection Details S. Grand Fork Way & S. Craftsman Way // j N FL/GB:9.05 `s TC:9.79 1 620 1 _ Scale: 1"=10' S. CRAFTSMAN WAY� R / ti' STA:0+30.23, OFF: 28.71'L �\ y TC:9.72 R/!N . W STA: 0+43, OFF: 16.50'L ce TBC: 2609.09 Rom, STA:3+94.25 (W. HEAIMBER) Intersection Details W. Heav Timber & S. Craftsman Wa \ STA: 0+00 (S. CACTUSTUS LIL LILY WAY) y y Oo / X00 Scale: 1 10' C/\ cc Q �x TC:9.05 O = M y � w � S. CACTUS LILY WAY FL: 8.40 STA:0+21.31, OFF: 26.75'R I \ 6SO r / Revisions TC:9.05 STBC.2608 0�jr'90, OFF. FL: 8.33 / 16. 0, SD V ft FL: 8.50 799 S F _ !Q FL: 8.44 / o TC:9.09 Ftlw ZONAL L�IV OCI, 0\ST o \ / X o. 10961 X�o Jq�E OF 52�4 TBC S. CACTUS LILY WAY N j OF,c ?6p STA:0+39.39, OFF: 29.71'L DEN 01/13/2021 Project No.: 117036 / Plans Are Accepted For Public Street Date of Issuance: 01-12-2021 Construction Project Milestone: PERMIT SET 3 � Details 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 Intersection Details waivers must be specifically and previously approved by the District in writing. z Acceptance of the improvement plans by the District does not relieve the Registered Intersection Details W. Heavy Timber & S. Cactus Lily Way Engineer of these responsibilities. Scale: 1 10' BY: DATE: ADA COUNTY HIGHWAY DISTRICT C2m01 Sheet Notes: �04i 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. THE�� x STA: 14+42.23, OFF: 16.50'L- STA:4+16.35 OFF: 16.50 R TBC:2625.71 ° STA. 14+10.28, OFF: 16.50'R \ F. � TBC: 2625.58 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL � LAND TBC:2625.31� �� 1 TC:26.04 SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 S. GRAND FORK WAY . R10 S. CACTUS LILY WAY SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. GROUP iO TC:25.92 STA: 14+12.71, OFF: 27.01'R ` STA:4+27.06, OFF: 27.28'R TC.26.01 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE N 6'�O TC:25.95 G o \ OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: �o 6 ° �► �/ N FG-FINISHED GRADE ELEVATION 0 ° � FL: 25.44 ° 0 O°�° N MX-MATCH EXISTING \ 5� - ��' �� TC-TOP OF CONCRETE - o- 1 FL:25.41 �� SAN \ FL: 25.53 FL:25.53 0.9/° �� / TBC-TOP BACK OF CURB FL-FLOWLINE ELEVATION \STA: 14+18.88, OFF: 35.48'R FL: 25.47 �, _ FL GB-FLOWLINE GRADE BREAK \ � �� `�� , `�� TBC: 2626.24 \ ` \ �� 4. ADD 2600 FEET TO ALL SPOT ELEVATIONS FOR NAVD 88 DATUM. 5. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. FL: 25.85 STA: 14+55.27, OFF: 16.50'R ° TBC: 2626.14 - FL: 26.35 �3� \ / L \ \ pr'a i / Keynotes: 10 \ \ ° \ y •�°\° / \ �' //25.74 1. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER \ �° TC:26.31 \ �, �9. ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO \ \` � THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. STA: 14+45.68, OFF: 37.06'R STA:4+57.85 (S. CACTUS LILY WAY) \ j6, TBC: 2626.47 \ TC:26.40 I i i \ °°` f \STA: 14+83.75 (S. GRAND FORK WAY) °• �• O1 S. GRAND FORK WAY \V � FL/GB: 25.83 �CISo�° STA: 14+52.271, OFF: 28.53'R \ i ° TC:26.22 \ � tp S. CACTUS LILY WAY Curb Legend: 1 \ \ TC:26.31 STA:4+26.85, OFF:27.15'LO R25� 0� ,CC STANDARD 6"VERTICAL CURB AND F�O� GUTTER PER ACHD SUPP SD-701 STANDARD 3"ROLL CURB AND SAP \ GUTTER PER ACHD SUPP SD-702 / .00 OXR0 \ �, CA / Ox X \ 0 \ Intersection Details S. Grand Fork Way & S. Cactus Lily Way m Scale: l"=10' I CA EVC:9+72.56 ', ; �� , TBC:2614.74 W STA:9+72.56, OFF: 16.50'L I 1 Cz O V STA:9+79.25, OFF: 16.50'R W. HEAVY TIMBER TBC: 2615.09 STA: 6+98.95, OFF:28.07'R 1 S. GRAND FORK WAY I 25 �o O STA:9+88.84, OFF: 27.00 R TC:15.39 R2 1 `� TC:15.07 07 CD TC:15.48 ° o° 1.7/° CA o o R/W R/W = z _61 �� cc r` CO \ ti r CO Q OSTA:9+98.75, OFF: 36.01'R STA: 7+06.32, OFF:24.56'R o N FL: 14.94 TBC: 2615.62 il° o ++ TBC/GB:2614.82 FL: 14.52 r'6� ° - �I ---- FL: 15.03 I I I I FL: 14.46 II Revisions STA:7+30.92 (W. HEAVY TIMBER) STA: 10+15.54 (S. GRAND FORK WAY) W. Heavy Timber I 1.9% YY W - 5�rP1 BRIPVI: 10+15.54 - I - � 7+55.92 +00� - - SD O FL: 15.85 0 FL/GB: 14.75 06° FL: 15.88 LL. j FL/GB: 14.83 ' 5.0% --- ----- STA: 10+32.25, OFF:36.01'R � �4°I° - � TBC:2616.298_0 cc ' �� SZpNAL Ly, �/ I a STA: 6+89.40, OFF: 18.00'L CD co � �' 00 TBC: 2614.66 ��5�G\ST ��''✓,Ir 1 ° .8/° ■H R W R/W R/W TC:16.43 TC:16.35 10961 O1 S. GRAND FORK WAY V)q ' h'�6 s o STA: 10+42.38, OFF: 27.00 R I '� TC:15.42 - - - - - - - - - - ��T VOPT STA: 10+51.75, OFF: 16.50'R ; TC:15.42 Y�� f OF TBC: 2616.46 W. HEAVY TIMBER JqN DEN STA: 6+98.89, OFF: 28.06'L 1 01/13/2021 Project No.: 117036 Plans Are Accepted For Public Street Date of Issuance: 01-12-2021 fi BVC: 10+58.56 TBC: 21616.39 \ Project Milestone: PERMIT SET nnSD _ STA: 1 0+58.56 OFF: 16.50 L Construction Details o a % By stamping and signing the improvement plans,the Registered Engineer ensures the - Intersection Details S. Grand Fork Way & W. Heavy Timber District that the plans conform to all District policies and standards. Variances or Intersection Details N waivers must be specifically and previously approved by the District in writing. Scale: 1"-10' Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. �d BY: DATE: BE ADA COUNTY HIGHWAY DISTRICT C2mO2 pe e C F �O CB � �I� vv Sheet Notes: �� •�. �_ I � �,`q I i' ' '��4,'� STA: 10+59.70, 15.67 L \ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE /� THE �� 'p'�' RIM: 2616.14± y IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF WE I �6�s6' o �� c SUMP: 2611.14 \ \�' .j MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. IE IN:2613.21, 12-IN PVC S I \ k Ln Cl)J J sr ss„b rn J O J, \ s NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • fro 00 �o r`o �. ¢ x� Mo �o rno o IE OUT: 2613.14, 121N PVC (W) No �o 9 j - GROUP M J M J ` \ '� y I I d' co �� `��' �'r' °o r' 0 0 Qioo=1.40 CFS, Q2s=1.00 CFS o_;in o �' C? j� \ _ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN �C? �� N� N� N� a �� N� N� N� N� co� �� co �Co k I � ,� \ I `� - II I N .. N T r N T APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO 6 c�LL c LL LL U Q�z i c�_ c �� LL L_ ,� CC r, I o En C) I I I CB 6 M C) M C),l �;,1 v� cp CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES �l mo mo o mo o A I CN H �, _ m0 m0 mo mo 0 0 I m+ ~CD CO o ~o ~ / o r r STA: 10+72.16, 15.67 L - _� j /I DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT rn___ _ - v ti � i ,� d �- o m 1M:�616.41± �N BOO�°� 6' LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE T _-_ __- _ _ _ _ J LS"J ti M C5� - P N \� CS - - o �� -o 0 0 0+ --- -SUMP: 2611.26 + + - + ---_ _ + o� ' CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL EI`HI&� < .. 1 R o I. -- - - -r- - - aw r N o r :: r' - - - - - IE OUT: 2613.26, 12-INPV� (N) - - - - - - r- - - - - - - - - - - -r - - - - - - - a r _ _ - - V DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO r N �, 5 ti`� N STA: 11+26.55, OFF: 16.50'L � Q �. EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE M/a Cn U H �s ,' S ivy TBC,: 2618.02 "' `;V CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 0 DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 2 3 _i - a _ -e�\ 7T A _ d m PRIOR TO DIGGING. - 2' ----- - -- -- --- -- - ---- -__ co L Z 26-LF OF 12-IN PVC AT 0.40/0 - MIN '� C'Q�,� M11Z L M11Z L ivt��c - ° 26 3. COMPLY WITH ALL NOTES ON SHEET C1.00. q VI: 10+15.54 �, 12 LF OF 12-IN VC AT 0.40/° M�� G M��Z L M��Z I. „Z Z G < EVC: 10+86.38 L I \ 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST i \ 3 9+00 8+88.76 BVC:9+37.56 EVC:9+81.56 '` 10+00 BVC: 10+55.38 11+00 / PC STA: 12+82.84 _ ` °� c, 12+00 13+00 + ��,m �� M Cm��_ _ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 11 � o m 6� SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. EXISTING SDMH 10 \ PVI:9+59.55' ,6 3 R PVI: 10+70.89 Ln A \ Q � � SD H 9 SS��8 �� 5��8 � SS„8 SS��8 SS��8 �� SS�8 SS��8 6-LF OF 12�IN PVC AT 4.89% SDMH 8 6 c' i 24"SD -� S��ti� OS��tiZ OSlItz 5 �, �� \ 6�� 6j� `�� 1 V `6�� `�6�� 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 132-�F OF 24 PVC AT 0.40% 33-LF OF 12-IN VC N / CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES AT 16.00% WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - - - _ i --- - ------ DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM - ---- ---- -----10 � - cc SLOPES 97 m STAB 8+94.9Q 15.6TR � � � � �° �" '� STA: 11+00, OFF: 1 .5b'R / m g �TBC: 2617.57 0 ' / / o o / p o RUM: : 26019_ co co co cri R � LL. r o Roadway Drainage Notes: SUMP: 2601.13 RZp� �� STA: 10+83.21, OFF: 16.50'R' � , LQ o ■ - `� 1 TBC: 2617.15 r // i LL N g IE OUT: 2603.13, 12-IN PVC (E) o 0 0 0 o i c �� o Qioo=1.05 CFS,Q2s=0.75 CFS m `n STA: 10+51.75; OFF: 16.50'R STA: 10+70.89, OFF: 16.50'R o o / io o ' / co° N w' CO N L(? m LQ M Ln o N o ti r` ,� / 0 �- N' 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. Co No �co �rn �� rio' TBC: 2616.�6 TBC: 2616.86 Lno i i oo / moo v� and / CO cam + � + cfl + r+ rr °6+ / o+ / r� Nam + Cv `a�'rn N rn N rn N rn STA: 10+32.25, OFF: 36.01'R N r ;' N r o N j N N Cl) �'Cl) 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC m�Q �itc6a c�¢ 6¢ �i¢. � m F m i- m� oo F- m 9 TBC: 2616.29 c i ez �;a i �6¢'� " SD-1 132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH �Cn �Cn Hcn i-cvD ' � m� m� / mH cot STA: 9+98.75, OFF:36.01'R STA: 10+15.54 (S. GRAND FORK WAY) ~"' ~"' F Cn `-"' �� 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. TBC: 2615.62 STA:7+30.92 (W. HEAVY TIMBER) 3. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE. S. Grand Fork Way ° 20' 40' 5. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED HORIZONTAL SCALE: 1" = 20' INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. 2622 LOW POINT STA: 10+55.38 2622 2628 2628 ADHESIVE MATS ARE NOT ALLOWED. O II LOW POINT EL: 2616.40 Q _ PVI STA: 10+70.89 6. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. � °C PVI EL: 2616.71 HIGH POINT STA:9+81.56 CA � m 7. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY. HIGH POINT EL: 2615.00 K: 62.00 :01 2620 PVI STA: 9+59.55 z AD: 0.50% 2620 2626 2626 8. VALLEY GUTTER PER ACHD SUP SD-708. - PVI EL: 2614.60 o¢c w LVC:31.00' K: 25.51 � Lq ° � ° 9. INSTALL FROM SALVAGE TYPE III BARRICADE PER ISPWC SD-1132B Q AD:-1.72% ; � r 1; co r BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE LVC:44.00' Lri o o_ � o+ co o+ co / REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. co Cl) coo o+ + Qr criv c� v / ^� coo o �� 2618 ti �' o Q Q N > m > w 2618�2624 N N ^ __ 2624 10. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. + Co + ,w PROPOSED GRA E AT m '�' N NCA N N CENTE LINE 2 5p°�° i T ,� / 11. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER > m > w a / TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT m w PROPOSED GRADE AT / REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. W CENTERLINE �/ CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY 2616 2 p0° 2616 2622 2622 APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD 0 00 0 z i RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION Q o + r _�� 3 _ a T O° N 1.79°° _ � w Cn N ~ < '' � N QI m J m J / i C3 W C3 W 2614 ,, 26141 2620 2620 Lo Curb Legend: _ CD EXISTING GROUND AT I -�' STANDARD 6"VERTICAL CURB AND V) CENTERLINE I GUTTER PER ACHD SUPP SD-701 STANDARD 3" ROLL CURB AND Q 2612 �o0 2612 2618 EXISTING GROUND AT 2618 GUTTER PER ACHD SUPP SD-702 O 351°�� ` CENTERLINE w Cz CA � 8-IN PVC QJ�' ' WATER CROSSING Revisions �� SDMH 8 2616 1 2610 48-IN DIA. 2610 2616 STA: 10+59.70, 0.00' 8-IN PVC RIM: 2616.29± SANITARY CROSSING SUMP: 2611.04 IE IN: 2613.04, 12-IN PVC (E) 2608 IE OUT: 2613.04, 12-IN PVC (N) 2608 2614 2614 EXISTING SDMH 10 48-IN DIA. 2606 STA: 8+94.90, 0.00' 2606 2612 2612 RIM: 2612.14± SUMP: 2599.85 IE IN: 2601.85, 24-IN PVC (S) CONNECT TO EXISTING SDMH 9 IE IN: 2602.85, 12-IN PVC (W) CONNECT TO EXISTING 48-IN DIA. IE OUT: 2601.85, 24-IN PVC (N) STA: 10+26.54, 0.00' 2604 RIM: 2615.62± 2604 2610 2610 SUMP: 2600.38 132-LF OF 24-IN PVC AT 0.40% IE IN: 2602.38, 24-IN PVC (E) ��$ZON EN IE IN: 2608.07, 12-IN PVC (S) c� G\ST IE OUT: 2602.38, 24-IN PVC (N) 10961 2602 2602 2608 2608 sTgT �oP'�° J E OF EXISTING GROU D ELEVATION PROPOSED G ADE ELEVATION EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION 9SoN DEN�� A CENTERLINE AT CENTERL NE A CENTERLINE AT CENTERL NE 01/13/2021 2600 2600 2606 2606 Plans Are Accepted For Public Street Project No.: 117036 N N N r- M M M o v v v v � r v v v v v v v v Date of Issuance: 01-12-2021 N C� M Lq Ln C� 6) �? M CT Co C� CD c0 Ln M M M CV M CV M V M V CV M ~ M M O O M Co (T M O a T T CV N ``' �' ``' �' LfJ L6 �' Co �' CD C.o Co C.o � ~ .6 M C6 C2 c� CT Cn CT O pN O N N T N CV co CV N M Construction Project Milestone: PERMIT SET 3 (D CO CO Co Co Co Co Co Co Co Co Co Co CO CD Co CD Co CO (NO CO (NO Co � Co cc co cc Co co Co CD N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 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 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 District that the plans conform to all District policies and standards. Variances or S. Grand Fork Way 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 8+80 ' 13+40 E Engineer of these responsibilities. y Prof ile - Sta 8 + 80 13 + 40 BY: DATE: VERTICAL SCALE: 1" - 2' ADA COUNTY HIGHWAY DISTRICT 100 - - - - See Sheet C3.07 - _- _ _ - J - See Sheet C3.05 I / / - J Sheet Notes: _ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� �'�� THE �, i I �■�■ O �cao _ - �'� \I � I I / / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP I F6' `� - j / I �O"� i o� S � o rr � \ o G J 01 l O,� o, 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN �o co -� ti o J o J o O �� J m '�` c c�,`1' J APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO n/� OLq NO �?O ti0 P / X M Q �nJ L. h r o 00 � - \ N N N sp, / I '` N �' �;,r, I sp h ,��"� o J� CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES (O r O r I l '`Q I C.O O N c6 N CO \ I N N N y ' SQ �+ 4 5 N r N r N` I `P' I n -� DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LL.v� c'" c'`� �'`� v c:i " "1 5?, � C' ;'� -' LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE V) , �� R2o mo I c o o I i I �� k CCC? ~cl ~� ~co '7 Lx �; v M `J� 2 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 0 �v \ c ti N / / + rn MI " °' `'-� DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO O +- 6+3R -_ + --- - + RR r- - - �' - - '� y "0 6"PIRR EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE �■ ry - 6 PiRR - - - - ,n - 7'PIR1T-- - c+c c+o 6"P RR <•;> +_ - R r r ,.o; i s:; _ CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR �- �� 9 "' Q �, o CO DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS cn cn cn\ m c'� 4 \\ I Q `�> `" m 0 6 4 4 Q`�4j CI' PRIOR TO DIGGING. 4 @` o00Q N �� -__�� - ,� m 3. COMPLY WITH ALL NOTES ON SHEET C1.00. + / PT STA: 14+17.33 - - - - ' c i �i 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 12"W 12"W 12"W 12"W `" 12"W m 12"W 12"W > 12"W 12"W c0iBVC: 14+�4.83 + 6"PI CPI 6"PI 6*1 EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL \ 14+00 EVC: 14+29.83 _ _ - - 6"PI PJ:�6�44.04 - - - 6"PI MIN Ck SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. _ 6>>15+00 �, 16+00 17+00 18+00 - - - - - -L 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. ` LO PVI: 14+17`13 P'I 7 ( 8"SS "S�6 m 8"SS 2629 ' ° """" 8"SS CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES \ _ 1'1 �0 9j 1 ��6 STA: 14+8 . (S. GRAND FORK WAY) �8 , \ ` °; - 8 SS 8 SFSTA: 17+15.73 (S. GRAND FORK WAY) WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 6' s Q 4 \ \ STA: 4+57.85 (S CACTUS LILY WAY) N STA: 5+80.22 (S CRAFTSMAN WAY) 3 DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM / - - - - - - _-- ------ -- ---------- ----------------------------- SLOPES. o Q - - - - - - o �� - R = �g R �' R o o R = o R = R o - Roadway & Drainage Notes: / � Y g �O -- - - _ do _ - - _r MTR T - MTR �• - - - tP - / _ jl - - - - - 2 - M ,,, - - - 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. U_ i o � - J o CD /� o 0 o I o o_ / - - t CD N o - - - - - - - N b / �'-"' "! ,� "� + / m T ~ �. N - - - - - - - - - - - 2. REMOVE AND SALVAGE TYPE II SIDEWALK BARRICADE WITH KICK PLATE co I o ``'-o / - ' r`�" I M " - � rn C am'-'r � / - -r PER ISPWC SD-1132A. FOR REINSTALLATION r ti V T / ov � + _ N + � � N + - - - - - - o� co N + N / m N r N r i (1 N N r Cc Nr NCO N CO I� I N r C J -• .. 9 / m m / �'Q v¢ Q ci Q i�Q �;Q v 3. REMOVE AND SALVAGE TYPE III BARRICADE PER ISPWC SD-1132B. FOR / F-cn cq �c~n 1 Hc~n co m� m m� / �� m� STA: 14+18.88, OFF: 35.48'R _ - - '- ' N REINSTALLATION STA: 2626.4 37.06'R 4. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TBC: 2626.24 / 68' OFF: / , J TBC: 2626.47 _ TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED Z INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. O S■ Grand Fork Way 0 20' 40' ADHESIVE MATS ARE NOT ALLOWED. 5. REINSTALL FROM SALVAGE TYPE II SIDEWALK BARRICADE WITH KICK HORIZONTAL SCALE: 1" = 20' PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE CA ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 2636 2636 6. NOT USED - 7. 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 3-IN ROLLED 3: < CURB AND GUTTER Y HIGH POINT STA: 16+65.71 0 8. VALLEY GUTTER PER ACHD SUP SD-708. 2634 HIGH POINT EL: 2629.03 o h- 2634 CIO STA: 16+44.04 cc � 9. REINSTALL FROM SALVAGE TYPE III BARRICADE PER ISPWC SD-1132B PVI EL: 2629.18 q c5 K: 36.67 "' v- BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE co u AD: -2.18% N REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. UJ Ln N L2 M 2632 a a LVC: 80.00' + . - N 2632 10. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER Cz o o � ¢ ¢ ¢ N TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT Q oU o N w N U) W c~i° w REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. z � "' co CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY HIGH POINT STA: 14+29.83 a r w cc ¢ N > �;; c� APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD HIGH POINT EL: 2625.58 c5 r- c� m w +99.27 RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION. _ 2630 PVI STA: 14+17.33 � + Dino m w STA POSED GRADE EL72628.41 2630 PVI EL: 2625.37 co CO - �, CENTERLI E MATCH EXISTING m ti Tco + N ROADWAY CAAD: -0.82% r "T � w LVC: 25.00' Q < -_ _ -0.50% cc z ^ Wm 2628 co co 0 � N N ' \- 2628 Curb Legend: 0 = _- .+ co LU Cz ' r ui I 1 68% ____ ---- --- ____ STANDARD 6"VERTICAL CURB AND y a 2i _� / \ > + > ( - GUTTER PER ACHD SUPP SD 701 > m > LU / °O r "' �_ - -- - STANDARD 3" ROLL CURB AND Revisions loe/ � GUTTER PER ACHD SUPP SD-702 2626 2626 1• / CENTERLINE i 2624 2624 2622 2622 2620 2620 pNAL ��G\ST 10961 2618 2618 s� �o f �TEOF \�P SON DEN EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 01/13/2021 A CENTERLINE FAT CENTERLINE 2616 2616 Project No.: 117036 Plans Are Accepted For Public Street Date of Issuance: 01-12.2021 v v v v o Ln M co co o � r` r r v �O v c� o 0 0 0 0 0 0 O N O coCO O) CO f� O O) O r N C+J Lf7 C+J N O O) �' �' r C6 � r C6 r `r' Construction C, CID co r` r; r; cri ; cri r` Co co '6 co co ti r- ti r; r; r; r; r; r; ` � co ; 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 3 O N O N O N O N O N O N O N O N O N O N O N O N C9 N O N O N O N O N O N O N CO N O N O N CO N O N Cc Cc Cc Cc Cc Co Cc Cc Co Co Cc Cc co Cc Co Cc Cc CO CO CO CO CO CO CO 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 o i 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 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 District that the plans conform to all District policies and standards. Variances or S. Grand Fork Way 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 13+40 ' 18+00 o h= Engineer of these responsibilities. Profile - Sta 13 + 40 - 18 + 00_ BY: DATE: VERTICAL SCALE: 1" - 2' ADA COUNTY HIGHWAY DISTRICT C101 ��o �\ �' CB 5 ; � , / Sheet Notes: _ D I I I � , -�, I THE C' o o nr STA: 4+04.75, 17.05113 RIM: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE k�� \ \ \ N I/ o 2608.56± o o 00 - SUMP:-2603.85 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF - _____ _ MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAND IE OUT. 2605.85, 12-IN PVC (SW) I I I �� --- � I � . CO N Qino=1.2S--CFS, Q2s=0.90 CFS I I I II ----- I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP o�. Q� - II I II CC I oN--- - °Co- _ o� �'' ' moI m � > / \ i cc ov 1 mo "? `o�' I o - o -- o o T I o N 6' \ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ��-FFFiif��/►►►1// - \ \\ \ �'. co �O o�� o I I � N III I - - �- -- --- -- �o N cliT N y .o co II °° �, I I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO - o � .. � v----� T T O o o O I rN N -A- U_ / h, `Q�' �'` ca09' O� N \ ` IU_ LL �; v I / I CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES Q p`ti U c:a \ I LL - ------ - - - - -o ` I o m MATCH o m o �' °O II DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT k o m --o °O -- - - - - _ e F- _-- --- _ ` cb --- o � -- - -- - - - - d� I- - --� EXIS�NG M '� T - - LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE - \ �P OX- - - - - - � � \ _ coo cN - - _ o I � � I �- - - cc _x rn + I ALK Y-- - - - - - - -j 2 \ � oo � - - - - - - - - - - - - T CP _ CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL P _ _ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO - - - - - - - - - c" a- -r� S' \ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE - � L- M VC AT 4.17/0 ! -� cn -� u' ��cr' > :Pik CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR cz aEITT - 8" e°o° DIG-LINE 342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRC STA:4+08.83 � - - ��SDMH 8"SS W 26.22' - - ---- / PRIOR TO DIGGING. �2 „ B 6 \ OFF/N SCAT 0` O 8"SS STA: 3+94.25 (W. HEAVY TIMBER) W ------ --- 8 W 8 W \ \ i 3. COMPLY WITH ALL NOTES ON SHEET C1.00. /o O - SDMH 5 o STA: 0+00 (S. CACTUS LILY WAY) 8"W 'n 8"W 8" \ O -- _ 89- 24"SD +p0 so STA: 1+61 (W. HEAVY TIMBER) \ II 3 / \ 8� 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST (/� _ LF 2 ------ EVC: 1+28.65 BVC: 0+99.68 \ �/ c 24�NP AT 0.4 o So SS- STA:0+00 (S. CRAFTSMAN WAY) I o EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL VC O% o 26 _ m o - "o -26100_- - - -I .�\ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. _o O y! - Og sPN �- - -�-m- �M c, -I I r- - o G�� fi------- 0�_ 0 -o - y i ` 1 0 5g�F 12"S 8" m 8"SS 1+00 -11 o cm OF 12-1N SD SDMH 3 3+00 Sae 8"SS 8 SS 8 SS 8 SS -- __ -- 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. u o `e Q VC p o So 12"SD 12 SD SDMH 2 --- --- -- asp / y CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES U_ oo -, C AT 95/ 12 I 0 0 0, _ SD 12 SD so / 1 WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY r _ '�' 176-LF OF 12-IN PVC AT 0.40% N\ d o�'�� z 4 N.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 1 = N _-- i --- I�r\ of �- - ----_= --------------------------------_,, -� SLOPES. + o " �, 4 4 q co N - , 1 c' cu ni O ,y 4�'P�'R y / ' R n M y Q U r rnRM 0 O . � o / I- o cP � 9x --- - -- - - - ��o CP 9 0 o I Roadway & Drainage Notes: �O CIO 000 r �I �w ,lO°7 `L"c�°' 9 0 i / e k j �� > 0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. y = - o,�c o 5�P `L \ z ono � o h T � G - T OCR h'O � ,`Q> � �, rT I I O n T'l T .• rr I I �� N o �, �0� III -� j eo '` �' I 2. REMOVE AND SALVAGE TYPE II SIDEWALK BARRICADE WITH KICK PLATE \ � STA' �O.�v' ai ti o' FF'• o cP c9 o 0 1 ` m 3+6699 OF •2608 ` N N 1k�$ q3 J �/ o09 oo�rn� oo�� `,'L_ II I PER ISPWC SD-1132A. FOR REINSTALLATION F 4j 46 S�P' 60g 10 .00'L J 1� ¢ 6 Q cD C 2 co STA: 1+44, OFF:43 3. REMOVE AND SALVAGE TYPE III BARRICADE PER ISPWC SD-1132B. FOR ^� �6 I TBC. i609.10 I REINSTALLATION See Sheet C3.06 See Sheet C3.04 4. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH _ TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED Z -- INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. O 0 20' 40' ADHESIVE MATS ARE NOT ALLOWED. W. Heavy Timber 5. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601. HORIZONTAL SCALE: 1" = 20' CA 6. CONSTRUCT DRIVEWAY APPROACH PER ACHD SUP SD-710C. 2616 26167 SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT - HIGH POINT STA: 1 10.02 REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. Q HIGH POINT EL: 4.10.02 CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY II PVI STA: 1 10.07 APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD w PVI EL: 2610.07 RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION. 2614 LOW POINT STA:4+03.25 N rn 00 K: 15.00 2614 LOW POINT EL: 2608.93 M o z + oo AD: -1.93% + co Q r o 8. RECONSTRUCT VALLEY GUTTER AS NECESSARY. PVI STA:4+22.60 c, N Q N LVC: 28.97' Ca PVI EL: 2608.83 ciS v = � c i w m row o K: 20.00 ¢ coo `o O° o m °O v coo c3i a7 AD: 2.73% o N r M o 2612 UJ STA 3+94.25 (W. HEAVY TIMBER)= o + N o+ N o rn 2612 LVC: 54.70 o w STA 0+00 (S. CACTUS L LY WAY) o co o cii c-5 cis ¢ C M rn PROPOSED GRADE AT + o+ > w > m cn N Q STA:3+94.25 + co CENTERLINE < < "' m CD w co 00 CD CM EL: 2608.95 c" c" J W 2610 Lo w - 2610 Curb Legend: CD -0.40% 1. EXISTING GROUND AT 53% �- - - C NTERLINE �-- STANDARD 6"VERTICAL CURB AND _- ------------ GUTTER PER ACHD SUPP SD-701 ---- - --- � STANDARD 3" ROLL CURB AND Q 2608 2608 -------------- GUTTER PER ACHD SUPP SD-702 O = M o ---- cz CA � 2606 176-LF OF 12-IN PVC AT 0.40% 8-IN PVC 2606 Revisions 58-LF OF 12-IN PVC AT 0.95% WATER CROSSING 1 2604 � 2604 8-IN PVC SDMH 2 WATER CROSSING 48-IN DIA. SDMH 3 STA: 1+71, 0.00' 2602 k--,_8-IN 48-IN DIA. RIM: 2609.59± - 2602 PVC STA: 3+45.37, 0.00' SUMP: 2603.96 SANITARY CROSSING RIM: 2608.92± IE IN: 2605.96, 12-IN PVC (S) SUMP: 2603.26 8-IN PVC IE OUT: 2605.96, 12-IN PVC (W) SDMH 5 IE IN: 2605.26, 12-IN PVC (E) SANITARY CROSSING 4TA: DIA. IE OUT: 2605.26, 12-IN PVC (NW) 2600 2600 STA: 4+01.49, 0.00' RIM: 2608.75± SUMP: 2601.71 IE IN: 2604.71, 12-IN PVC (NE) �� OGST EN�f� IE IN: 2604.71, 12-IN PVC (S) IE IN: 2604.71, 12-IN PVC (SE) 2598 IE OUT: 2603.71, 24-IN PVC (NW) 2598 10961 9TEOF0 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION J9SoN DEN AT CENTERLINE AT CENTERLINE 01/13/2021 2596 co 2596 Plans Are Accepted For Public Street Project No.: 117036 O f` O co O O O co 11") LC� � N M O N co M co co O N ti O ti M ti co co N co 00 ti L O � 6) M co p 3 N T O O O O N Cl) � � LC') CO ti M W � O 00 Lf7 N T F- ti r- 00 00 00 00 00 00 00 00 00 00 00 00 � oo 00 M 06 06 06 oo Date of Issuance: 01-12-2021 0 0 0 o °O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o co o co o CO o co o co o c° o co o co o co o co o Co o co o co o co o co o c° o co o co o co o co CD 0 0 0 o Construction Project Milestone: PERMIT SET E N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway Plan & Profile 4+40 4+20 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. W Heavy Timber Sta Acceptance of the improvement plans by the District does not relieve the Registered 0+00 ' 4+40 E Engineer of these responsibilities. Profile Sta 0 + 00 4 + 40 BY DATE ADA COUNTY HIGHWAY DISTRICT 102 VERTICAL SCALE. 1 - 2 Sloe S eet 00 I� I �� ;�� / Sheet Notes: �� o I I ''• •''_" TH E \ I I g co o ,� I I q / 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r CO � �� P 1 9+9.55 N f I T° N N o N O r II IIII I� / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF � LAND MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. I1 . T o o CO IIII I I // NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. STA: 7+30.92 (W. HEAVY TIMBER) a; 6' M I N o m I I I _ ' GROUP EVC: 9+8 O° �* o o '- 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN STA: 10+15.54 (S. GRAND FORK WAY) , ' -- o APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO co cts + I - _ _ + I �, _ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES "' `r' - mv' IIII I�� DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT ---- ---- --- -- Cr LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE o I o I� I CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL cn o ------ Q ----- \ \ \ o o \l MATCH FAILURE TO N o --_--_--_--_ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF ----- ----------�_ 00-- - -__ EXISTING EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE ) 8 W 2 "W g"W -----__ CIO' �' - -- -- f.`3 \ CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR P I: 10+1 5'4 '� �0' 81, r'6y �- v am A \ o M� DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PVI: 7+ 4.92 PT ST : 6+03.22 BR AK: 6+ 3.22 c \ o \ \ o of PRIOR TO DIGGING. snN 8 S - � N \ / � SAN „ 'i' Q` SDMH 9 7+CO 6+00 - � 8 W \ \ \ ` 3. COMPLY WITH ALL NOTES ON SHEET C1.00. . Heavy Ti ber °SS SDMH 7 �_ , N N 2 _ r S° 24"Sp � "� M m 8"W `n \ \� ®V�\ \ �� ` - - 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 24" D 24"SD SD / ` \ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL C + + 155-LF OF 24-HV PVC AT 0.40/24 SD 0 8 '� '� /24 Sp SS m \/ r / B 5 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. --------- ----- ---------- i Q ¢ - /"SS o� 06 0� \ TA:4+04.75, 17.051R U) -----_ 24„ 'per' RIM:2608.56± 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. _ 89'�FOF�-IN S"" �c`�V SUMP:2603.85 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES \I \ J _- CAT p 40� SD ��, ` IE OUT 2605.85, 12-IN PVC (SW) WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY V 1 BV ' 10+ 38 'p2S ��- - --7f o- -----_ - -- - -o8� � � 1.2 MP;° - - - - r�" - - _ SDMH X Ow= 5 CFS, 02s=o.90 CFS DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM �� - NN �� - - -- - - SLOPES. _ \ o o' o \ o v v 89�� N � � N � SD `r �' - TOsroo - 12-IN PVC 4.17% �P'X \OFF.16�9�9 �, Roadway & Drainage Notes: PV o+70.8 I I + + �O CMN Y 9 N ^ ( \ G� , C STA:4+08.83 8,. S \ SNgtk2 \ SpOQ' F_ m a � M 3 � cn m + / o SAP �' 0°� 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. cNi� H- Co / / y9 p ,2 8ss \ \ \ \ X6�4$G`L� \ \ \ - II � � 4 � r i � I / m n / / �- � O,c Sp � Q;�3� � � � 2. CONSTRUCT TYPE A PEDESTRIAN RAMP PER ISPWC SD-712A WITH SDMH 5 + �� TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. l l ,� �� \ qT0 XO0 SA� STA: 3+94.25 IL HEAVYTI WAY)R) \ \ EV : 86.38 I SD STA: 0+00(S. CAC � - - \ � � I 1 ( i / i �, ,mow• � � ��LI, o I I r \ \ \ \ ( �c� ��• r �\ 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. q z W. Heavy Timber o 20' 40' CA Ii Q N 6' HORIZONTAL SCALE: 1" = 20' W Y O N O + O 'i r` cm Sri + rn z '- - 2618 LU rr a r-LjCDCO2618 Cn c; CDw � w N � CD N M + oco CA 2616 Cn C Q M N 2616- _ 2.0 % � � w Uj 1 N � W 2614 2. 2614 PROPOSED GRADE AT l CENTERLINE \ Curb Legend: Lo 2612 � 2612 STANDARD 6"VERTICAL CURB AND co _ GUTTER PER ACHD SUPP SD-701 12-IN PVC _ z o ______________ STANDARD 3"ROLL CURB AND Q WATER CROSSING 2.33/ GUTTER PER ACHD SUPP SD-702 Oim CA � w Cz 2610 �� 2610 � 8-IN PVC SANITARY CROSSING Revisions SDMH 9 1 SDMH 7 48-IN DIA. 48-IN DIA.2608 IE IN: 2602.38, 24-IN PVC (E) IE IN: 2603.00, 24-IN PVC (E) EXISTING GROUND AT _ 2608 IE IN: 2608.07, 12-IN PVC (S) IE OUT: 24-IN PVC W 2603.00, IE OUT: 2602.38, 24-IN PVC (N) . ) CENTERLINE STA: 7+40.91, 0.00' STA: 5+85.21, 000' RIM: 2612.42± RIM: 2615.62± SUMP: 2600.38 SUMP: 2601.00 2606 2606 2604 89-LF OF 24-IN PVC AT 0.40% 89-LF OF 24-IN PVC AT 0.40% 155-LF OF 24-IN PVC AT 0.40% // 2604 SDMH 6 �pNAL 2602 48-IN DIA. 2602 4� MST IE IN 24 ENG'1,� : 2603.35, -IN PVC (SE) IE OUT: 2603.35, 24-IN PVC (W) STA:4+92.94, 0.00' EXISTING GROUND ELEVATION PROP E GRADE ELEVATION RIM: 2610.34± 10961 AT CENTERLINE AT CS LINE SUMP: 2601.35 J'gTE OF �pP� 2600 2600 J9SoN DEl`t� O G.0 V O � O Cl) f� M tD r tD M O O N O) O) O V r Cl) O GV � GV r ti O M O O Qj Qj O pp LO OO r ti Cq T N 01/13/2021 O O � M M N O N O N O r O O O O O O O O O O co co co co co co co co co O 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 Project No.: 117036 3 Plans Are Accepted For Public Street Date of Issuance: 01-12-2021 7+60 7+40 7+20 7+00 6+80 6+60 6+40 6+20 6+00 5+80 5+60 5+40 5+20 5+00 4+80 4+60 4+40 Construction Project Milestone: PERMIT SET E 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 W. Heavy Timber 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 4+40 7+60 E Engineer of these responsibilities. y Profile - Sta 4 + 40 - 7 + 60 BY: DATE: VERTICAL SCALE: 1" - 2' ADA COUNTY HIGHWAY DISTRICT C103 ,v,w,,. 1 711 , I �� , , Sheet Notes: �: — 50 /�. -4THE / T I G 264$p0� I / 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE �� FF' rn rn� "_JI o o I / / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF I p,4 0 o M o� rn o 0 o C\J o 0 0 / MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAND �95 oh om om l NLn c�Ln �� I 0 \ �k N o' �,T N r N r ` N`� N`� � / / \ / NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • _ _ GROUP L �;� _ _ �;� - I A • N_ _ r- Q7 m - m o = \ _ I -- Imo / / / / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN mo mo a' — — — �\ a - \� N _ _ / / APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO — � �� 00 - _p - �_ O+ -- - N CODE CHAPTER 22 TITLE 55 REGARDING UNDERGROUND FACILITIES Q,� o + _ ± ± a w N "'� m o Cd o /// DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT 0 I v — - - Q- - — — Q- — — —Q- - - � - -Q� f V '� � / 6, OFF: 18.00 R EV 1 28.65 0 \ — — —� ``' A N / LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE U) / CW '00 N m "' _ — _ — + \ \ m'� / CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL z / — " "' o DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO Z 2609 h' - -- - - o - EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES THE i 2 / OR -------- CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES M 8cc 26-LF OF 12-IN PVC AT-0.40% _ o y p`�� DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS -- -- STA: 0+70.13, 16.17'L - M��8 M' --___-- M 8 I �, v v gyp. PRIOR TO DIGGING. 1 BRIM: 2608.94± PC STA: 1+8J.96 - _ -0+40 I I I 0 OC ON — 26 �� SUMP: 2604.20 c� 2 00 �— — 09 _ �, m Q; w pp, 3. COMPLY WITH ALL NOTES ON SHEET C1.00. M SDMH 2 260� \ IE OUT: 2606.20, 12-IN PVC (W) o M m — ccM„8 \ �p I ; SS„ SDMH 1 S„g �Qioo=1.70 CFS,Q2s=1.22 CFS SS 8 ' x l 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST STA: +61 W. HEAVY TIMBER ,I S '8 `Q ' \ \ ( ) t+ o nq E - o -- 6j �s, r � — 5 \ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL S A: 0+00 S. CRAFTSMAN WAY - o Lo ( ) I CD 58-LF OF 12-IN PVC AT 0.22% �6-LF OF 12-IN PVC AT 0.40% o N �, SS,-8 \3f�06,8 h SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. STA: -- -- ------ - M -- - ---- -- ---- __ I ----- -- --- --- _ y , 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 1 vveoeooe 2609 - N g CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES CD m 8 -TT WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 77—TI o °C °�LL `V% \,� ? DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM - I �o - - - - C.0 - - - Mem d SLOPES. - _ —_ _ M r � II / r O + °r orn— - - - - — o Of F: 1 . O R / 0 0 l o I - - — ,/ T , Roadway & Drainage Notes: _ / + co O O / r ao r O � � O CO M R h �� O N N O! _ f\ O / CO N CS' - I . I I I Q f � Q U 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. Q U T U I / H m CO F- pp I Q O \J lL \ N S m H m� m H I N p � i- r?, cn r- cn cn N / 8 x �' I I ' - h 2. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH `SSOO C' O3 CB 2 c i TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED i STA: 0+70.13, 16.17'R I I I �u co INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. o RIM: 2608.94± o I m o — o _ // ADHESIVE MATS ARE NOT ALLOWED. l SUMP: I I T d• / I IE OUT,: 2606.11, 12-IN PVC E / o C/Do ( ) M 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD 604 FOR ROLL CURB. I 6ioo=1.66 CFS,Q2s=1.19 CFS I Tr I S. Craftsman Way 2°' 4°' HORIZONTAL SCALE: 1" = 20' y 2618 2618 2626 2626 ry- 2616 m Q 2616 j 2624 2624 � z PVI STA: 1+00.40 I a PVI ELEV: 2608.14 m Oo M � K: 20.50 M N I W LVC: 137.04 + N 2614 0 coOR LOW POI 6 w 2614 I 2622 2622 ++ oo + + + o LOW POINT EL:2609.02 + r 0o co co a) r o O N r N / co cn N c~ co U > CD w m m EXISTING GROUND AT w w [k95°° Lo 2612 2612 2620 2620 Curb Legend: co _ zI STANDARD 6"VERTICAL CURB AND LU PROPOSED GRADE AT GUTTER PER ACHD SUPP SD-701 PROPOSED GRADE AT I CENTERLINE W Q CENTERLINE _ i -------------- STANDARD 3 ROLL CURB AND 2610 GUTTER PER ACHD SUPP SD-702 -1.73% _— 2610 12618 2618 = w cz 00, y i i� �i i / I Revisions 2608 / 2608I 2616 2616 1. 58-LF OF 12-IN PVC AT 0.22% 2606 8-IN PVC 26061 2614 /// EXISTING GROUND AT 2614 WATER CROSSING I / CENTERLINE SDMH 1 2604 48-IN DIA. 2604 2612 2612 LJ IE IN: 2606.09, 12-IN PVC (E) IE IN: 2606.09, 12-IN PVC (W) SDMH 2 IE OUT: 2606.09, 12-IN PVC (N) 48-IN DIA. STA: 0+70.13, 0.00' STA: 0+11.65, 0.00' RIM: 2608.82± 2602 RIM: 2609.59± SUMP: 2604.09 2602 2610 2610 SUMP: 2603.96 ��$ZONAL ENG IE IN: 2605.96, 12-IN PVC (S) .c�, G\ST IE OUT: 2605.96, 12-IN PVC (W) 8-IN PVC SANITARY CROSSING 2600 2600 2608 2608 10961 J�TfOF0 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 9SoN DEN�� AT CENTERLINE FAT CENTERLINE AT CENTERLINE FAT CENTERLINE 01/13/2021 2598 2598 2606 2606 Plans Are Accepted For Public Street Project No.: 117036 00 Cl) o co 00 o rn o w r` o cn v M N Date of Issuance: 01-12-2021 a r r` r Ln OR r Ln O Ln r r f` M M O 00 M N r O 3 W OO M M Ln N O O O O N T f` T M N T N O O O O O O O O O O 0 0CC, 0 0 0 0 0 0 0 0 0 0 0 0 _ N _M ri �_ Lri co ti °° Cc, ai oC'i Project Milestone: PERMIT SET N N N O N co N O N O N O N co N co N O N O N O N O N O N O N O N M N O N M N M N to co co onstruction 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 Roadway Plan & Profile -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 District that the plans conform to all District policies and standards. Variances or S. Craftsman Way 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 0+00 - 3+40 E Engineer of these responsibilities. Profile Sta 0 + 00 3 + 40 BY DATE ADA COUNTY HIGHWAY DISTRICT C104 VERTICAL SCALE. 1 - 2 i �L �� • / / � / Sheet Notes: �/ / / r I / i cfl cv J I rc --- � N O.- I � V CIO I / / / Goo l _ _ - -to �� N� I THE N / ��►. COLQ Li:o - m o \ ` -� - ti ��' _ NCo / / �� I / / / / 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE \ �Q�'c — — COo / \ / / �'/ / / / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND _ - - - - - - _m o — r I m o _ N�? / / / CO / / / / / MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. + N / NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL + x� GROUP N N __ — — — �~" \ ,\Q — — _ _M 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN Lq APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO LO LO "' — �w �+ o' I I c�'�' �� ' // / / CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES ccDAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT/ STA:5+63.72, OFF:41.50 L / ° / LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE TBC: 2628.54 �y i _ / / ` CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL --- CDa' ---- - CID ° �Uo' CO Ji i l DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO M8 3+ 0-8 M� N`� \ i ° / / / / EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE I o . // / // � CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR V 4+Q dw m o / DIG N -LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS bs SS.8 SS 8 -.8 26s ob - - / / / PRIOR TO DIGGING. I PT STA.4+4610 N �/ �g � S „g M k; ; i�O �., i / / / 3. COMPLY WITH ALL NOTES ON SHEET C1.00. --------- -- N �N — � CO l l l ---- _ 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST ISS° // EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL I N N SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC OC % �--- N O V — — � r � � / / MROj - - - - o_ _ � cc C m �00 �l 5_ LO_ — D � _ 8 V,� LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. r ,� - ,to CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES w CD WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY / — J boo o^ _ _ _- MST <'', �' S"g 2 / / / DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM / o� / R+ II�'LO — --- / �' �� — ti�\ // SLOPES. —� Nc) co + _, / / r I UQ UQ / �M '� � O 4� -F N M vQ I I �� m� m / N� o I J ;- , , 2 ,/ Roadway & Drainage Notes: �O 1 m,� N CO' I CIOo a o o M MR, +0 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. Ico I a o �1 _2. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD 712A WITH ti STA: 5+38.72 OFF: 16.50 R i CO o� � / � TRUNCATED DOMES PER ISPWC SD 712. DOMES SHALL BE FABRICATED ^. TBC: 2628.28 25 FCC / INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. / 6 1 _ / ADHESIVE MATS ARE NOT ALLOWED. c,; �84 I / m 05 (I// STA:5+80 (S. CRAFTSMAN WAY) STA:5+63.72, OFF:41.50'R ;� CO STA: 17+15.73 (S. GRAND FORK WAY) i TBC: 2628.95 I / Z � ; O S. Craftsman Way 20' 40' y HORIZONTAL SCALE: 1" = 20' 2634 II 2634 � HIGH POINT STA: 5+38.77 Q HIGH POINT EL: 2628.37 PVI STA: 5+00 z PVI EL: 2627.93 0 N K: 20.19 o V' o 2632 AD: 3.84% � < CR 2632 LVC: 77.54' Q Nco y Gn � N N O f` M r` N m J N CD CO N M WC\j L O + N co Uj + O I` + 2630 � > C) > 2630 Cn LU W � Q / 1.11%. J 2628 — — — — — — 1 2628 Curb Legend: _ i = co CD LOo N / // I STANDARD 6"VERTICAL CURB AND + `0 / // _�� GUTTER PER ACHD SUPP SD-701 z N cc PROPOSED GRADE AT // „ ______________ STANDARD 3 ROLL CURB AND Q w 2626 CENTERLINE 2626 GUTTER PER ACHD SUPP SD-702 M / � o CA am .01 12-IN PVC i WATER CROSSING Revisions 2624 - 2624 1. 'oe �9�010 i EXISTING GROUND AT 8-IN PVC / 2622 / ,� CENTERLINE SANITARY CROSSING 2622 i i 0 i i .01 2620 2620 2618 2618 ��$ZONAL ENG c� ��G\ST 2616 2616 10961 sT xxo J�Tf OF \'D 9SoN DEN EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 01/13/2021 AT CENTERLINE FAT CENTERLINE 2614 2614 Plans Are Accepted For Public Street ProjectNo.: 117036 3 rn oo � M M co r— c o `O o c o c rn r- N co co o N co co Date of Issuance: 01-12-2021 0 o rn rn T rn T rn rn co � o co co T co r` o rn o c�i ci N M cfl 'nC\j ti 'n eo tiC\j co °OC\j co �` co °°C\j Project Milestone: PERMIT SET - N Z.) N N CD N � N � N CD N CD N CD N co N co N co N ( N CD � I N O N O N co N O N O N O N O N O N co N co N co N co N co N N Construction 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 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 District that the plans conform to all District policies and standards. Variances or S. Craftsman Way 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 3+40 ' 6+40 E Engineer of these responsibilities. y Profile - Sta 3 + 40 - 6 + 40 BY: DATE: VERTICAL SCALE: 1" — 2' ADA COUNTY HIGHWAY DISTRICT C105 �v See Sheet C3.02 ' I I � I ; �� ,' // Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE . T H E IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF1i" LAND I tk c, I I MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. CD I _ -7 J\ / / �x I CB 3 o co o N in �a-) I I / // / / NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. I I a 5�P II N� STA: 0+52.81, 16.17'L o� �T �� c�o I I �-i \\ GROUP N U_ RIM: 2608.43± `",� "' - - �-,L N L \ `� / \ \ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN CL5 / / SDMH 3 F- SUMP: 2603.00 _ M o o m o - \ _ / /� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO 25 (W. HEAVY TIMBER) y ti IE OUT.2605:00, 12-IN PVC NW - - oo o r v / N ( ) N� _ O, �, �,o �o u / / / CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES STA:3+94. Qioo-1.55 CFS,0ze-1.11 CfS N A _ rn \ - ( CACTUS LILY + � o o \ STA. 0+00 S C U + ~p � �'� / / / DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT / \ - - - aw a p A� � � �ov / / LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK THE rn - - - 1 ¢,QY co'`� / / CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL l� II \ cn cn \ 'c�• / / DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO O � �•`"` TA: + OFF: 1 L \ � � �,� EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE � S 0 88 39 0 6 50 1 / i o C J Tga 2 TBC: 2608.89 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR p9,I �z nt oo' coo - ------ -- R EXACT LOCATIONS A MINIMUM OF 48 HOURS STA ' 6 p5 , � -------- .------ -- - ------- -----\- - ----- - _---- '-�---- -_----- _ I � , � � / v.�� \ DIG-LINE (342-1585) FOR - 8 . ------ _ co / `� PRIOR TO DIGGING. �25 9FF y I O ��8 .2 Mil8 M��8 -o MI,8 / ---- �Q• o 8.pp, ° Cl) o R 29-LF OF 12-IN PVC AT 0.40/° 0 ti � � o 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 0 1+00 PC STA: 2+02.95 G• . 27-LF F 12-IN PVCAT 4.17o 2+00 ° k• 6 SDMH 4 / o, 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST CB 5 3 0 SS 8 �' c' - CD cc - � a I �- G'�� % n; EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL OS8 � / rn SS�8 / o ! SS�� N j � O l ! t9 l c9 TA:4+ 4.7 17. R x F THE ISPWC.S 0 5 05 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 0 S C. o N / M � RIM P: 26036± 6 LF OF 12-IN PVC AT 0.7�% -- ----- -------- --- ----- --- - --- �� - - N 1 t9 Q SUMP: 2603.85 _ - ---- --------------- - M 8 1400 ` t / `' \ 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 2 SS„ `N_ _ �' SDMH 5 0 IE OUT:��05.85, 1271N PVC (SW) 1 -----_ - - f �, M� /3x / CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES Qioo�1.25�FS,�ze=y.90 CFSi �„ „8 V 00 / WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - / ' I / / DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM qj SLOPES. o � ---- -- M R - - r� y / N PT�STA:3+23.73 aa1d� _ I � N CB 4'IQ - - I \ - - - STA: 0+41.65, 16.1 TR o - o e o i o /'LI ti M�" _ / Roadway & Drainage Notes: RIM:2608.42± 17 C'iN / ^ ' i Lo ,C.0 / I / / / O O 03, / _ _ _ - _ O h i / O r-- SUMP:2602 9 ,9 + + �, +; / / C sg/\ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. A O N N o / C6 +(D + O / a k O IE OUT: 2604.92, 12-IN PVC (E) C N N N N BC: El m m� mti I cam¢ �c��' / / coo I 2 9 65 / 4+49 �, 01oo=1. 2 CFS ,Oz5=1.23 CFS v, I I I I N / / - _ / 2. CONSTRUCT TYPE A PEDESTRIAN RAMP PER ISPWC SD 712A WITH l TA:4 / _ w 1 95 -' I I I I m / \ / TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED / 62�g QFFj18 pR � o \offer I o INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. 1 � o I I / / /�. � o / � / ADHESIVE NOT WED. / _ w � S S ARE 0 0 o � I I I , I o� � MAT N� ��/O��• � �o• o '�Cb, - 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB. See Sheet C3.02 --------------- ------- 0 ' 40' O S. Cactus Lily Way 20 - -" HORIZONTAL SCALE: 1" = 20' CA 2616 PVI STA: 0+86.95 2616 2628 2628 PVI ELEV: 2607.50 K: 20.17 LVC: 152.30 LOW POINTSTA:0+44.42 o CR rn 0 o LOW POINT EL:2608.49 CO T 2614 o N ± N 2614 2626 2626 w ,w w I W 2612 ' 2612 I2624 - 2624 Cz STA 3+94.25 (W. HEAVY TIMBER)= i Q STA 0+00 (S. CACTUS LILY WAY) PROPOSED GRADE AT i EXISTING GROUND AT CENTERLINE GB STA: CENTERLINE '' / I Lo 2610 EL: 608.95.95 / 2610 12622 2622 Curb Legend: a I STANDARD 6"VERTICAL CURB AND LU GUTTER PER ACHD SUPP SD-701 z - _ _ STANDARD 3 ROLL CURB AND O � Q 2608 � _ __ // 2608 12620 2620 GUTTER PER ACHD SUPP SD-702 M - I CA cz am PROPOIr ED GRADE AT CENTERLINE 2606 2606 12618 ' 2618 Revisions 33-LF OF 12-IN PVC AT 0.51 8-IN PVC WATER CROSSING i rn M i 2604 2604 12616 °i 2616 I U w a � EXISTING GROUND AT I i� CE TERLINE 8-IN PVC I �' 2602 SANITARY CROSSING SDMH 4 2602 1 2614 2614 48-IN DIA. STA: 0+40.88, 0.00' SDMH 5 RIM: 2608.30± 48-IN DIA. SUMP: 2602.88 STA: 0+07.47, 0.00' IE IN: 2604.88, 12-IN PVC (SE) 2600 2612 2612 2600 RIM: 2608.75± IE IN: 2604.88, 12-IN PVC (W) SUMP: 2601.71 IE OUT: 2604.88, 12-IN PVC (N) NAL ENG IE IN: 2604.71, 12-IN PVC (NE) �� \ST IE IN: 2604.71, 12-IN PVC (S) IE IN: 2604.71, 12-IN PVC (SE) 10961 259$ IE OUT: 2603.71, 24-IN PVC (NW) 2598 2610 2610 s�, o EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION �Tf OF �oP� AT CENTERLINE AT CENTERLINE EXISTING GRO ND ELEVATION PROPOSED GRADE ELEVATION 9SDNDEN T CENTERLINE AT CENTERLINE 01/13/2021 2596 2596 2608 2608 Project No.: 117036 Plans Are Accepted For Public Street v '1' o co ch I o r` C � v � v o ch °O r� °° r 11' rn co r` � °O � cfl co Date of Issuance: 01-12-2021 3 r` M W CO W '� 06 O O N r N M W V CC) T 117 co CO C6 ti o O°o 0 0 0 0 0 0 0 0 0 o r N N v lri �° r` °° Project Milestone: PERMIT SET _ � � � � cp c � � co Construction Co 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 Roadway Plan & Profile -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 1+80 2+00 2+20 2+40 2+60 2+80 District that the plans conform to all District policies and standards. Variances or S. Cactus Lily Way 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 Q+oo - 2+80 E Engineer of these responsibilities. Profile Sta 0 + 00 2 + 80 BY DATE ADA COUNTY HIGHWAY DISTRICT C106 VERTICAL SCALE. 1 - 2 /' / // ;/ ss,bl Sheet Notes: �� o / � Imo•►.I - O J CC) _ THE \ I Lo� m / 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE �►� ow \ \ I \ LL \ - _ CO oMTo / / \ / i / / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND \ \ --I d s I v LL m o o M / / l MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . o i-- �m o 40 / l / i , NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP ono \ clio A m O 1 N / �, / ,� l i \ + �� I CO 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN _ / APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO miry \ _ _ _ - _ //P, , /I // / CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES _ N N STA: 4+41.35 OFF:41.50'L ! / DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT VD "� Cd TBC: 2627.11 LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE cu CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL \ ---- �' m o o / I / DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO -- I EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE - - J / �i" m'o' / / I / / / CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS +00 co co CO / / / PRIOR TO DIGGING. PC STA:212.95 \ - �n Q> > / PASTA: 3+23.73 � o_� � 1 � ��, / � � � � / / / 0 2kpp \N = �b M„g M I , \ \ \ / / // 3. COMPLY WITH ALL NOTES ON SHEET C1.00. (+ [1 �\ N ,''' 3 / / / / / 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST / / ! S'Ju0 N (1(� N N�Jiig�� 41ng _� - ILL t9 / / EDITION OF THE ISPWC DIVISION 300 AND SD 301 BEDDING AND BACKF (/� �, \o c> / / / / SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. - clicp m // / CIO I i l / l / l 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. o o LID S„ 4d0 2 / o ; ' / / / / / / / / / CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES S ` + i / / WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY o "? s �� ' / / / / / / / / / DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM O / cD N m 00o� /� �. - - / A: SLOPES. �� o �� s � � - i N _ _ �, M�,, - ��d� v �,• / l Ca 5 Roadway Drainage Notes: �O CIA �N u"20 / ca + 5+0�85� / / // / / / / / / / / 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. \ \ - co m r / 3 2. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH + \ V A / . _ `�' TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED (cm /� INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. n \ \ / II m��z ca �`a' I / � / / ADHESIVE MATS ARE NOT ALLOWED. \ \ \ \ CIO .� / / STA:4+57.85 (S. CACTUS LILY WAY) II / / STA: 14+83.73 (S. GRAND FORK WAY)- STA:4+41.35, OFF: ft-ft/ \V A \ \\ \\ TBC: 2625.71 0 S. Cactus Lily Way 20' 40' y HORIZONTAL SCALE: 1" = 20' 2634 2634 II � J O J 2632 Q - 2632 U HIGH POINT STA: 4+12.47 ti HIGH POINT EL: 2625.58 PVI STA: 3+85 T + CIO ti 2630 PVI EL: 2625.04 Q Q + 6, 2630 K: 14.12 WC/) ( Q AD: -3.89% co Cn N LVC: 54.94' m J - cS w / Lo M ` � O \ — 2628 P " N �' -' —J 2628 Curb Legend: _ + " + 0 \ M N N / co J � / �� / 1 STANDARD 6"VERTICAL CURB AND m m w '>" / �\ GUTTER PER ACHD SUPP SD-701 z cc PROPOSED GRADE AT / % ��/ ______________ STANDARD 3" ROLL CURB AND Q 2626 CENTERLINE 1'99 2626 GUTTER PER ACHD SUPP SD-702 O = M o CA a wcz Revisions 2624 1-1 le 2624 1. � r + N co � W EXISTING GROUND AT 12-IN PVC 2622 /i CENTERLINE WATER CROSSING-'A 2622 i i i 2620 1-1 2620 10* 10* 10* 01 2618 2618 ��$ZONAL ENG c� ��G\ST 2616 2616 10961 sT xx ,4 OF 0 EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION 9SoN DEN 3 A CENTERLINE AT CENTERL NE 01/13/2021 2614 2614 Plans Are Accepted For Public Street Project No.: 117036 co rn CIO CIO 00 M Date of Issuance: 01-12-2021 00 O N Cl) L!") LCJ r` LCJ O N N r` N M 00 3 00 O O N co CO 00 T OO OO O O N N N N C+') N N N N N N N Project Milestone: PERMIT SET N N � N CON O N � N � N co co coN CIO N N N OI1StruCtlOn OV OV N N N N N N N By stamping and signing the improvement plans,the Registered Engineer ensures the Roadway Plan & Profile 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 District that the plans conform to all District policies and standards. Variances or S. Cactus Lily Way 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 2+80 — 5+00 Profile - Sta 2 + 80 - 5 + 00 E Engineer of these responsibilities. y BY: DATE: VERTICAL SCALE: 1" — 2' ADA COUNTY HIGHWAY DISTRICT C107 / See Sheet C4.03 co LL `V See Sheet C4.04 �9��U �; N Sheet Notes: ��,� r _ 2THE O O I cfl 3 cn 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, r� o + r, CO `" Southridge CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO — tr + Ch N O - _ _ - Cn _ o CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT LAND Q �, - . N O Cl) — - a C. O W9 �/) O - O o+ co 00 + N j yam. + 00 ~ w co - Subdivision �� MATCH PLANS. - U P cN + r o r /��+ n + En M n Phase 3 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN c� Ow v � I Q � N Q I i�./ I Q � N O I ly % N o Cs w O O I w .ra o 6 o APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT ~ `Lui I + I cn Ow I Cn Ow cn O - I = /R LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO o� 60' R BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS o I N �! N FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND (r C? L III �T i - Q LL N � A � � H � � s UTILITIES. H w / II 0 SS MH E-7�1 R - - $ � - - - - - - -1 ")� "P RR - - - _ y "' \ /� ` � SSMHE-10 � � i - - - - - r _ - _ Keynotes: i ,� �� v SS MH E-6 __ \ \ 1 POTABLE WATER MAIN CROSSING SEE SEWER NOTE NO 2 ON SHEET C1 00 PT I -- ------ \\- ----- - 12 12"W 12 W 12"W 12"W - - 12"W 14+00 - 16 12"W 15+00 ------ +00 6"PI __ {_ ------ 17+00 181' SS MH A-3 19+00 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET 6' P f3+00.10 - r- I �4+00- �293-LF OF 8-IN PVC AT 0.60%� �5+00- �--I - �- + 6+00- ' -17+00—fa 1 2 w \ \ \ C1.00 -------- -- € 8"SS 8"SS 8 SS 8 fiS SS ------i-- 8"SS SS MH Al- 1 2 �, 2 CLEAN-OUT o S. Grand oik �Ila F { — { 2p�� J --__------- ------------ ---- ------- 3. SS PIPE CONDUIT FOR SEWER SERVICE. SEE SEWER NOTE N0. ------------------- D STA:0+00 = 5 --------- --- — _-- \8„SS 8+00 \ 4 ON SHEET C1 00 2 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN IE:2621.2 I r - - - — — — — — — - - - - - „A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — - - - - - - - - - - SDSW3 ,� M M I - \ 5. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE o' CCrn w � � ticcti LOccM MMN M Cl) N + C.� N + (.flN LL. 0 V I w C V I Q � N I Q U_ N \ \ c!) CDw C/) CDw v O w W O w \ I O , 4 , Southridge \ Subdivision Phase 3 I I I II Z \� Sewer Line A-1 3°' 6°' p HORIZONTAL SCALE: 1" = 30' CA 2637 2637 SEWER GRADES ARE CALCULATED USING LENGTH OF RUN FROM CENTER - CENTER OF MANHOLE 2634 2634 W 2631 2631 Lo PROPOSED GRADE AT CENTERLINE PIPE co EXISTING GROUND AT CENTERLINE PIPE CA __- � PHASE 2628 1 _ 2628 cc Q EXISTING GROUND AT CENTERLINE PIP CA am 2625 WATER SERVICE WATER SE VICE 2625 UKU66ING CROSSING Revisions 20 - z_ 00 � O 293-LF OF 8-IN PVC AT 0.60% 2622 w U EXISTING 83-LF OF 8-IN PVC AT 0.60% I [L z 2619 o�N �z 2619 a W z QQ�NN z U U a o+Cp .. O zo � z S MN� _ 00 C6 Q z z U.)oO H—O w `Q 0o CO — — 00 Cn Cn Lll J CO M p p M M 00 00 00 2616 p N U pNj 00 N Cfl CO p W a0 O +N co N ~ Cn CTT p CV N Co N 2616 5 Cn_U N = c.�Q~N N N N I` �X � z O w zpCONN N H S w CnoCwwO �z ""Z Z =� Qom— —O w�C~F=w w w p �$ZQr1 AL Ly,N EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION �� G\ST AT CENTERLINE PIPEI F AT CENTERLINE PIPE 2613 y T 2613 10961 00 co C7� 1- r N M 1- M M N 00 o ti 0') LO r_ CO V M o N CO CO I� co O O CO CO CD CO CO N N N N N 00 N : N 06 N 06 N 06 N 06 N � N N N N N N Q co co CO co CO CO Co co CO CO CO co Co CO CO co CO CO co M M p co CO I` .Z. N N N N N N N N N N N N N N N N N N N N N N N N qTE OF 0 �q 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 SONDES 3 01/13/2021 Plans Are Accepted For Public Street Project No: 117036 Date of Issuance: 01-12-2021 Construction Project Milestone: PERMIT SET By stamping and signing the improvement plans,the Registered Engineer ensures the Sanitary Sewer District that the plans conform to all District policies and standards. Variances or Sewer Line A-1 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 Z+70 — 7+50 E Engineer of these responsibilities. Profile - Sta 2 + 70 - 7 + 50 �y BY: DATE: VERTICAL SCALE: 1" — 3' ADA COUNTY HIGHWAY DISTRICT CCOO ' See Sheet C4.02 �M��U / - - ' s See Sheet C4.03 / Sheet Notes: cc I ' LL 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, T HE o CD + "' CD w H Id„ �� V �� xo �� CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND J ,� `0 — — — — — — HHId�� — H CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT O° � � � � � �� `� d� �` ��6' �'� / MATCH PLANS. - — - GROUP In o w v ----- �,� `ss I 'rSS MH E-4 I \ O co` ti ti 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN + � � \ \ �V 'SS MH E-7 APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT o \ t-' o \ p LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO e Fz w c�x��O BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS k"- 1 �+ coG9 '3 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND / UTILITIES. 14' + a w — — — `` s / — o v cn o w CD SSMH Al-1 / �r I O )I v o F- 4 4 \\ /// � Keynotes: Q � cov > ti o r__: �� 0 i / `2 � rn C" c M o I Qc� I I NCC � - ` / + zoco ss,t z ti Ir � �o co � r °�° � r + o ao � M M co 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 e0 � = U + c0 M + � + 6D c.0 o I Q N + - O V Co O � N / US O w o L; r Q LE N Q ,i �, Q � N N o ,;; w PT STA: 14+17.33 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET o H J � / o INow chow chow chow �i / C1.00 N = 0� C N EIFJIdb +"_ R - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -d — _ — _ - - � � ��x 3. INSTALL WATER CLASS PIPE CONDUIT FOR SEWER SERVICE. SEE SEWER NOTE NO. III Va �� - / 4 ON SHEET C1.00 2 212 � '� .. �- -_ 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER MERIDIAN MlIZ L SS MH E-5 M� G M��Z L M�Z L „Z G � v SD SW3 00 i 9+00 10+00 900 11+00 12+00 PC STA: 12+82.84 13+00 _ SS MH E-6 I S Is Sil8 SS118 S$II8 SS,,8 OSllbZ OSllbZ 3 0 2+00 310-LF OF 8-IN PVC AT 2.33% 1+00 S. Orand For way o+oo f O STA:2+12.50 STA:0+83.67 OFF: L STA:0+00 O OFF:30'L 4O OFF:30'L IE:2621.2 IE:2613.4 IE:2618.4 1b Z 0 30' 60' Sewer Line E HORIZONTAL SCALE: 1" = 30' CA 2628 2628 SEWER GRADES ARE CALCULATED USING LENGTH OF RUN FROM CENTER - CENTER OF MANHOLE 2625 2625 �4 �—� C4 2622 2622 W PROPOSED GRADE AT CENTERLINE PIPE 2619 2619 Lo co EXISTING GROUND AT CENTERLINE PIPE z 2616 ,, 2616 Q 12-IN PVC CA STORM CROSSING z 2613 $-,NPVC A12330'� M 2613 Revisions 310-1-F OF �co - cfl o C\i°O Lq1. W QONN CO S�ON� _ �zQ"o cnooW� w cnvcno�w a 2610 2610 e w 2607 > 0> 2607 CL z0� �� ti o zo cn ai �o v wo+7DCO N co S MNN H= 2604 �z ....z �00� LJ w ¢2i- C W w '\\7 ��$ZONAL EN 24-IN PVC MST 2601 STORM CROSSING 2601 10961 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION OF �p J9S�NDEN 2598 AT CENTERLINE PIPE FAT CENTERLINE PIPE 2598 01/13/2021 0 0 o ti N ti N r` N ti o Project No.: 117036 1 M T � CR M � m N � � N CD M r N � � N � co Plans Are Accepted For Public Street -4 O O ti ti O O O N � O O O O co co co co _O N O N N N N N Date of Issuance: 01-12-2021 N N N N N N N N N N N co N N N N N O co O O O O O O O O O O CO N N N N N N N N N N N N �. Construction Project Milestone: PERMIT SET 3+30 3+00 2+70 2+40 2+10 1+80 1+50 1+20 0+90 0+60 0+30 0+00 -0+30 By stamping and signing the improvement plans,the Registered Engineer ensures the Sanitary Sewer District that the plans conform to all District policies and standards. Variances or Sewer Line E Sta 0+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 - 3+30 E Engineer of these responsibilities. y Profile - Sta 0 + 00 - 3 + 30 BY: DATE: VERTICAL SCALE: 1" — 3' ADA COUNTY HIGHWAY DISTRICT CC01 \ CIO N '%= THE \ LCy J f` \ co Q LN LAND O \ + J O O LL � l.L N N o w d o Q �O Cnow — - GROUP F- LLw - - — _ - - -tit cn o w _ — 0 44 ti CD Un `D _ + � LLLL N / / N ev _ ----- O _ -- " _ CD J oo 2 / - _ M C) 8"W 5+00 SS MH E-3— — \ ¢ LL cv , i ,- 2 cl — 8��vV cn O L:Li �w � LL 2 _ — �— T 1.40% —94-LF QF 8-IN pVC SS M H E-2 8"W k00 2 /12A-LF OF 8-IN PVC A 8 SS 52.1° 2 8'�SS AT 3.46%� 8 W 8"W I 1+00 a 1 -,0+00 6 WSS 5+00"SD `46-LF pFg-IN — — ———— — ------------- 24 p 4 00 _PVC T N _ 2+00 SS MH E 1 10+00 1 NN SSMHE-4 0 -------------- PVC SS — 8+00 — 4� — o0 9+00- 174-LFOF8-8NSPSVCAT0.40%', --- 7, r 8"SS -:" a V6g �� o0 6 — 8"SS 8 SS + 8 SS 3+00 EX SF 07 G 200 _ _ _ - - - - - - - - MA - - _ 1 --- ----- 12SD 12SD 9j 12"Sp L�� 1 --- I i MR/ 0� SSMHE-5 2 • � i� M Cl) aCo OC N Ln M COD �} a0 O� � ,aN O• u — — y I C)Lr) J LO + nCD � N ¢ �MLN I o SSMHE-9A co _ — — — — — rN + � v C') (0 Chow � � + rr - I � � � 00 \ L�Lw (n Ow 1 N JO O �I M < � N d O ,: i cn O — � -:I: I cn O w + �_ O O I LLLL_ W I � 1 CY) � � o cno — LO vccM I �v M � �O I I i O _� See Sheet C4.04 0 — — — — v i — — a LL N I — — I �' \ See Sheet C4.03 � - — — — — � - I I ' I ; + , N SD N \ - o \ O �� T00 O , il- I L I I I I I I I_ _I� r± o I I °O I � ``! I c9 r cn O w I U - 00 CD + I 0 cocc Ln _ � o + � Sewer Line E 0 30' 60' HORIZONTAL SCALE: 1" = 30' 2616 2616 0 SEWER GRADES ARE CALCULATED USING LENGTH OF RUN FROM CENTER - CENTER OF MANHOLE y 2613 z 12"WATER Nik, 2613 T CROSSING - z WATER SERV °2 CROSSING WATER SERVICE 2610 O 12 CROSSING PROPOSED GRADE AT CENTERLINE PIPE 2610 OF 8-IN PVC AT 2 00/ eo O WATER SERVICE ' c� T CROS ING —————— CA Ic EXISTING GROUND AT CENTERLINE PIPE 2607 —— W a z 8"WATER MAIN 2607 12-IN PVC CROSSING z 121 LF OF 8-IN STORM CROSSING 8"WATER MAIN Q �� ^w PVC AT 1.40/ 2 CROSSING L? 6' " o O EXISTING 12"WATER +Coco 2604 oMNN ~ _ U rz MAIN CROSSING �zQ z o z 94.61 2604 cncoi _ w cn1U =w w o z ao � OF8-lIVP rM� U > VCAT346% °T O oT O oT y O = z_ CNN ZD = CO 16 LF 0 8-IN PVC AT 0.47 ° 2601 Q �z ....z =r- oo ti _ __ I O 2601 cn"tU)E w Mott L" 179-LF OF 8-IN PVC AT 0.40% O Cnvcno�— — � OMCD O f` MQU�O Ncc 174-LF OF 8-IN PVC AT 0.40% w LUE5+NN _ cz �z ....Z �H Z �U I Qom— O > z c�i�vci > z zC� 2598 o z U U CL z 2598 Revisions 0 0 o C� 00 > > z 5 �Ea 3: C-"M MT -O WOO z z CL W Co wQ+BCD CD N f` N M-�co M W CO z SOCDNN N F S LuE+cD'N M �OCD CD r z z z 00 �zQ z z p a =zCONN _ r ��o o r` ao 00 00 00 c6 cnoo�—w w w w —Q z O d ¢tioo o \j Cn V(n CC— O Cn 00 H W w—+o CD CD N CS) coCD O CO CO CO cn�CnoCw w O SOco"" N am = NNM CO C'! 'M'M 2595 Nco� z z o w C¢oED� � � N�595 cnl-CnE W W D U_ NN N N cn— z z o I'TU3 cC w w w w p EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION AT CENTERLINE PIPE AT CENTERLINE PIPE 2592 T 2592 17 O O O O O co co M 00 N c0 c0 ti O N O M O Lf> f` Ln M Cfl r` LO CV 00 U? CDLn co r` CD C? O N M O LS") M CV O LS") N M C? Lq 11") ~ CD OR r` OR M ~ 00 ~ Lf� CD CD M T O M 00 ti ti f` r` � 00 00 co cocococo co 00 00 CA 00 00 LC> LC> r T M N N r O O 6) M a0 6) 6) C3� 6� 6� 6) 6) CSC 6) 6) 6) _ _ _ _ O _ O _ O _ O _ O O O O O O O O O O O O O O O O CD CD co co co co co co co co co O CO O co O co O co O CO O CO O CO O co O co O CO O co O CD O CD O co co N CO N co N O N O N O N O N O N O N O N O N co N CO N co N co N co N CO N CO N CO N co N co N CO N co N co N co 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 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 Profile ri Sta 3 + 00 10 + 80 $ZONAL EN ri ��' ��G\ST VERTICAL SCALE: 1" = 3' 10961 Sheet Notes: Keynotes: # JggTE OF 0xx SoN DEN 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 01/13/2021 CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO Project No.: 117036 CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET Plans Are Accepted For Public Street MATCH PLANS. C1.00 Date of Issuance: 01-12-2021 Construction Project Milestone: PERMIT SET 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN 3. INSTALL WATER CLASS PIPE CONDUIT FOR SEWER SERVICE. SEE SEWER NOTE NO. SanitarySewer APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT 4 ON SHEET C1.00 By stamping and signing the improvement plans,the Registered Engineer ensures the LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO District that the plans conform to all District policies and standards. Variances or Sewer Line E Sta 3+00 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN 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 1 O+80 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND SD SW3 Engineer of these responsibilities. UTILITIES. 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE BY: DATE: CONNECTION ADA COUNTY HIGHWAY DISTRICT C4mO2 Sheet Notes: �� _., - THE \ ` `% \ I 4 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, \ O c, O o 4 / % \ CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO L AND \ \ oo / CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT . c' / \ 4 \ rn � I + �; / O / x MATCH PLANS. C\jJ � < N � N � � — . GROUP rn 4 \ + rn \ cn o w ch o w ¢ L �" c'i co �� +� co o c„ o w / ,� co / Ss, / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN N O \ o J o \ d � N r / o O4 cV / APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT o N " � "' o w dw — — — � U_ N N i ,� LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO 1 N 00 O \ J T \ F- `" — _ "' o / + J O i / rn rr BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS ' r o + Lri cn O w b \ '- LI: o 2 / / S / M M N FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND + \ co o w ---- - --- - 2 �' v o LLi / i s�� l � N UTILITIES. 124 H u_ N cn o w -,- M„8 2 a N LL Oo �� n° ' - Mug 2.y-0000 \\e w fA o w -,- - SS MH E-9� 9+00 / i / ' _ 2 M'$ 108-LF OF 8-IN PVC AT 7.76% 2 g+00 0 -SS MH E-8�158. 10 "g V r 168.3 _ e- yp pp " 2 +00 SS -2 _ _ v CO SS MH E-9A 8�NPVO P11180'0 �' • l aC�U 8/�p�CAT80 0 2 4�pp '--- Q o % SS Keynotes: # LL oy� IO gg„8156-� OF - Or Cc ' W rp�60 i 0 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 �i ti CC O \ \ � i � _ °C c6; O 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET oO + - v \ 'SSMHE-7\ � � c„ o - o^ r Q N vv SSMHAi- 1 �. Q � C1.00 l U_ i LL u i SS MH E-2—j r + �' c3iC:) \ Cl) — \ a LL. N \ \ X Q 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 � � w i ��`a + o; \ cn o _ AND MARK PER SD SW3 8_0v �� \ 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN cho < w o - o \ °C � SD SW3 °° >Cl, i v O i O r � � z 80 o � o w �, �� ` 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE I I `o \ CONNECTION See Sheet C4.02 \ Sewer Line E=1 0 30' 6TT�0' HORIZONTAL SCALE: 1" = 30' 2628 2628 Q SEWER GRADES ARE CALCULATED USING LENGTH OF RUN FROM CENTER - CENTER OF MANHOLE 2625 - 2625 1001.10, oe 2622 ' 2622 y W 2619 2619 PR POSED GRADE AT ENTERLINE PIPE / a Q \o z �00. C / ��e�GP ��6 a, � Lo 2616 0�� LU +" 2616 000� �� =�FN o a cnooC— w 2613 100, 00 2613 EXISTING GROUNE AT CENTERLINE PIPE iw WATER SERVICE 00 CA CROSSING i w 0000 z Revisions 2610 2610 1 00 WATER SERVICE O g��e m �N�oCR 7 00 � / CROSSING 2 Q+coN CV a0 = O)N260 7 12"STORM DRAIN '�� za z o o 7 CROSSI G `n'o~ w c„�c„�w w o 2604 2604 37-LF OF 8-IN PVC AT 0.40% T 156-LF OF 8-IN PVC AT 1.18% I �U 2601 Cl- z 2601 z ZO w °°C _ NAL E z cn U z �rn� cCc",� c��5$ MST � z c) > wQ+ri� �o 0- =�00NN � 2 z z z �z .. ..z 10961 2598 o z cn00 w 2598 o a N cc Ln C!»UEw w o S O �� U Q oco �_ o� J �TEOF \10 _ CO N N NHS co LU a 0 0 0 N c0 9SoN DENS " � H +ON .. .. CnCo z z o w �z��`! .. _� EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION c"'TC/)Fr "' "' o cn oo��z o w AT CEN ERLINE PIPE AT CENTERLI E PIPE 01/13/2021 c„�c„�w w o 2595 2595 Plans Are Accepted For Public Street Project No.: 117036 �n N �, co 00 o N O Ln 6, co Cl) Ln a, Cl) �, O o 0 o Date of Issuance: 01-12-2021 a 00 LCJ O O U') N O T ti co U-) co O N ti 00 MCO CO O r M r Ln f` D2 O M DO W 00 O O M CD W O N Ln O co coO O (.4 O N co N C.0 N CD N Construction 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 By stamping and signing the improvement plans,the Registered Engineer ensures the Sanitary Sewer 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 District that the plans conform to all District policies and standards. Variances or Sewer Line E-1 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 6+00 - 1 +80 o f Profile Sta 6 + 00 10 + 80 Engineer of these responsibilities. y BY: DATE: CC03 VERTICAL SCALE: 1" — 3' ADA COUNTY HIGHWAY DISTRICT 40 ` \ 4 J �O , � J MO I � O , 9 �0' Sheet Notes: \ O _ _r � J o + � � N COS N � r I co O 4 1 / �: '�...- T H E + a; � c�, Q U_ cam, I c+� v I + J „ O / / i 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN, WWwA o Now o "' � u= c� co r / / Q / CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO WE O J 00 Q L:L N Cn O w U_ O O J 00 / ._ \ o O4 \ + o \ o w N / + � CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT Q r CO chow Mr C.J M _jM \ F_ L.LN ew - - - - Q LLN / Cl? O / / / / ' GROUP O \ + F" o N o w — — — — — — w N o w / N MATCH PLANS. / / rn � N aw — — + 8Jo oN / O4 / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN 1 O \ o+ o "' o "' / 2 � N r CZ ; APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT ------ o J Ln \ N — \ ___-- - 2 --- --__-- N O w / r- J O i0 o y� LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO 1 \ + - v cn o w _--- ---__ + - N O o a o o _ 2 _ 2 % N / •co BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS ,� N /t8 3+00 Q LL co / rn �' i / FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND \ c i o w "- SS MH E-12 \ 2+00 S 8 3+00' — 2 \\ / i o w + J M i UTILITIES. ' 2 2 2+Sg„8 163.3° 113-LF OF 8-IN PVC AT 6.09%SS 8 4+ p \ — - L:L N M„g o i CLEAN OUT / 2 --- ---------------SS MH E-11 165.6° 4+0 - ___--------- - ------ __ w / S „8 0 l l NyA 2 S _- 2 - -_ 1+ 1+p0 0 2�0°�° Ln — — — 2 / M„ S ,8 6, "-" i co — �FOFB/tipVCq \ 2 5�00 8 ss l Lr Tq % 2 0 p0 006 SS$ _- ao o �8° $�0 ; M Keynotes: # A �' °C o c± � N I � Cl) v / ,• �� „8 p�$ � % / c�ri OMO N co CO Ili N I M M r I OHO CC 61 a �254 / / Lf) = M 0 \ Q U, N ,,; co as 6 N + Lr, 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE N0. 2 ON SHEET C1.00 O� � � C� Ow N O — , M M � � A, (�� /, / M � ' Lf1 + L17 I (n O tt!— Q U_ N / M 7� V / / N SS MH E-1 \ ¢ 4 O 4 N o �i T / , a SS MH E-10- / N O w 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET � _" O O MOCV \ LL w / C1.00 / A 0 + Ln co �LL + N O � ml'A �� oo� Ln \ ¢ � � 4 4 ¢ � N / v �� o i L0 \ o+ CO o \ c i o w c i o _ co Q� s�00 3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SO SW1 AND SW2 oo N M w O I I O / �+ ,M y. ; ` AND MARK PER SD SW3 \ a ,� N 4 N O w r M i / / 4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN \ F— o w O \ l l + 1, ri i l \ O lf7 M C.0 / \ 4 \ / SD SW3 O OP_ � N / \ / / c'° CD w / �� // 5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE See Sheet C4.02 0 30' 60' CONNECTION Sewer Line E=2 HORIZONTAL SCALE: 1" = 30' 2631 2631 Z O 2628 2628 CA 2625 2625 i WATER SERVICE �i CROSSING i i 2622 1 O 2622 CA PROPOSED GRADE AT CENTERLINE PIPE Uj WATER SERVICE CROSSING z 2619 2619 Q U �i�/ OvG C� Lo 16g�F0 0 �ooc 2616 wo+�N co _ �N� = 2616 WATER SERVICE c" ¢ o w y 00 CROSSING c -ZTU) o z Q 2613 EXISTING GROUND AT CENTERLINE PIPE z 2613 y am w C_') 0- Piro z Revisions 2610 WATER SERVICE FO�$��Q rn � M 1 _ - 2610 CROSSING g� oar; M LJ.JQ+Nr N f` MNCo =� N H = 12"STORM DRAIN N�¢n� nOCEw o LU z cc — _ � f CROSSING O 2607 2607 0 WATER SERVICE CROSSING � �z U WATER SERVICE O° �O �0°�° z 2604 CROSSING $�NPvO Fj 2 z 00 2604 �2 O 243-\5�F O 00 M ti N O M OO Lf"� C\jOco WQ+�� N OO ZD =ONNN � 2 Cn 2601 N�� o °wo 2601 �$cOG SAL w �� 10961 2598 z z C 2598 E OF ��P�o C'`� C J9SoN DEN r`T ro - 0 0 octi wo+Coco � N 01/13/2021 = ONCV N _ �z .. .. _ EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project No.: 117036 N co��LL, ,�, LU w AT CENTERLINE PIPE FAT CENTERLINE PIPE Plans Are Accepted For Public Street 2595 N"TN" L 2595 Date of Issuance: 01-12-2021 M co N O N N ti O co O N M r- LO M N r- LO N O Cl) T N N coo W 0 0 MO M Construction Project Milestone: PERMIT SET °° �' �' � T T T "' � L' `� " �' T `� Sanitary Sewer O O O O O O O O O N M Lf� Co 00 6) N N N N N N N N N N N co co co co co co co co co co co co co co co co co coco By stamping and signing the improvement plans,the Registered Engineer ensures the 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 District that the plans conform to all District policies and standards. Variances or Sewer Line E-2 Sta waivers must be specifically and previously approved by the District in writing. -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 Acceptance of the improvement plans by the District does not relieve the Registered +00 - 5+70 E Engineer of these responsibilities. Prof ile Sta 0 + 00 5 + 70 BY: DATE: ADA COUNTY HIGHWAY DISTRICT C4mO4 VERTICAL SCALE: 1" = 3' \ \ \ \ _ City of Meridian Water Notes: _ ` CONNECT TO EXISTING -- T H E 8"WATER MAIN. REMOVE \ 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR �� /�� / \ -8"TEE (FLG) EXISTING BLOW-OFF ASSEMBLY �. W4 8 PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS LAND \ 2-811 ATE V LVES (FLGxMJ) t_ — - REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. . — GROUP REMOVE EXISTING BLOW-OFF \ \ , - r \ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY 11\\ \ 1-8"X6"X8"TEE (MJXFLGXMJ) „�I ASSEMBLY AND CONNECT TO / 1-6"GATE VALVE SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OFTEN (10) FEET.WHERE IT IS EXISTING 12"WATER \ „F' I INSTALL 8 L.F. 6"WATER MAIN T 1p� \ 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 \ 2-8"GATE VALVES (FLGxMJ) 1-6''FIRE HYDRANT �� \ SS / 1-22.5°ELBOW 31-LF 8-IN C900 R„�I pp $ \ Gv ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS / \ 11.25°8-IN ELBOW, gg VF$'\N Cg W1 (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). \ 22.50 8-IN ELBOW - / /\ \ \ -- � 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE 1_ _ _ �! - / \1-8"X6"X8"TEE (MJXFLGXMJ) - W1 T� RW / $,p WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER / 1-6"GATE VALVE W2 Cgpp 12 -'- - \ \ o MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL \ \ - - 6�F$"�� -, \ 1 \ \ \ SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE \ EP INSTALL 8 L.F. 6"WATER MAIN / N g " \ \ ER SYSTEMS PA 58.01 D SECTION 430.02 OF THE \ F,o 1-6"FIRE HYDRANT 109-LF 8-IN C900 12„SD -, D IDAHO RULES OR PUBLIC DRINKING WA MS (IDAPA 08)AN F I T 11 — �n - W2 \ \ WASTEWATER RULES (IDAPA 58.01.16). Wi.00e, \ . W2 "\NG9pp er .0o Q, 11.25°8-IN ELBOW i S�Fa W1 _-- \ N moo, \ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE W2 ,' / \ \ \ v \ \ \ \ CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. d\ W2 W3 \ N — \ \ Southridge W3 � � W2 - ,— \ V A W2 \\ V A Subdivision W2 v v vv vv Phase 3 Sheet Notes: 1-12"x8"CROSS (MJxFLGxMJ) i �F�' / \ \ \ \ Z �n`r' \ cL / \ W2 n 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE 2-12"GATE VALE (FLGxMJ) o '�� , \ \ f \ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 9- 2-12"ADAPTER (FGLxMJ) °� EP ' 3 /� \ ` \ \ 2-8"GATE VALVE (FLGxMJ) \ , / \ o \ 16 \ \ WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY \ o HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. W \ W2 3 \ \ W2 \ 1 I l 1,� \ o \ 5, z ` wU,W2 9 II Keynotes: vv \ W2 W1 POTABLE WATER MAIN CROSSING-SEE WATER NOTE N0. 2 ON THIS SHEET. 2"BLOW OFF ASSEMBLY 8-IN ELBOW I PER CITY OF MERIDIAN ` \ , �I 12' W2 II II W2 POTABLE/NON-POTABLE WATER SERVICE CROSSING -SEE WATER NOTE NO. 3 ON THIS SHEET. O DETAIL W13 \ \ / \ 11.25°8-IN ELBOW I I I W3 8"or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS FOR LOCATING \ \ / W2 \ \ I a I rx O PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. 33-LF 8-IN C900 1 — W4 PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE W2 12, -I I O ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. \ / 11.2 °8-U EL-40 W2 z I � 00, W2 W2 C11j 00 \ 1-12"X6"X12"TEE (MJXFLGXMJ) \ 1-6"GATE VALVE i _ _ W2 o INSTALL 8 L.F. 6"WATER MAIN i I z "' I CAJ'so \\ 1-6"FIRE HYDRANT I \ / ILO 11.25°8-IN ELBOWUj &61 \ / W2 !Z I 11 3' 11.25°8-IN ELBOW w2 _ I Legend: N � �y I � I 0 • � o i W2 I i � i I I I s��w 8"WATER MAIN (OR AS NOTED) 11.25°12-IN ELBO / V / l i z _ 1 I Lo s c� z co � W2 _ I I I O / O• 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 r, W2 / o / I GATE VALVE (z) % ' IIIIIIIIIIIIIIM/ 1 CA 11.25° 12-IN ELBOW / / I FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 C z 1 8"x6"x8"TEE (MJxFLGxMJ) 5 / / I 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 Q lFr�/ W3 i / 1-6"GATE VALVE W2 6 PI INSTALL 8 L.F. 6"WATER MAIN 1 6" FIRE HYDRANT i �3° / / �� 3/4"DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 y � cz I � 1 � am r09_j -31-LF 8-IN C900 P/ R W1 / / PIPE DEFLECTIONS / ■■■■■■■■■■■■■ WATER SERVICE SLEEVE Q � EXISTING WATER MAIN Revisions l2-lN�9r�" o ; NOT TO EXCEED MANUFACTURES / y ' � SPECIFICATIONS 0 / / — — - „ 1. � i l / ®® EXISTING BLOW-OFF ASSEMBLY r �\ W2 W2 W1 .� 6 PI 2� W3 ; / 1 8 EXISTING GATE VALVE 1Ix6"x8"TEE (MJxFLGxMJ) / / � �o / ' Southrid e R 1-6 GATE VALVE / / g 1-12"x8"TEE MJxFLGxMJ 23 _ INSTALL 8 L.F. 6"WATER MAIN / EXISTING FIRE HYDRANT ( ) 2/F l2,lNr�"W �'� � � 1-6°FIRE HYDRANT / Subdivision 1-12"GATE VALE (FLGxMJ) ,\ �" U900 1-12"ADAPTER (FGLxMJ) \ W1 CONNECT TO EXISTING // �� / b�� SEWER MAIN (SIZE NOTED) „ / �\ � ,33-LF 8-IN C900 � / Phase 3 1-8 GATE VALVE (FLGxMJ) 12 WATER MAIN. REMOVE a / /� PIRR PRESSURE IRRIGATION (SIZE NOTED) / 8 2"(y / EXISTING • / „SS � �� BLOW-OFF ASSEMBLY12�11ANVI CO � / �00 / / / / / � � � W2 8" $ZONAL EN 1-12"x8"TEE (MJxFLGxMJ) ; - for ��mST 1-12"GATE VALE (FLGxMJ) 1-12"ADAPTER (FGLxMJ) / \ 10961 6p \ � / 1-8"GATE VALVE (FLGxMJ) � / � � \'��, r2'�,1,`�� \ \ 6 p\RR " lR,9 l \ \ l l l l l \ \ s o xx OF 0 _ l IN,l l \ oN DEN�� :� / / 01/13/2021 \ a Project No.: 117036 / Plans Are Accepted For Public Street 6"p/RR \ l / \\ Date of Issuance: 01-12-2021 \ \ / \ \ \ \ \ \ Construction Project Milestone: PERMIT SET ��Q / \ 6,p/ \ \ By stamping and signing the improvement plans,the Registered Engineer ensures the Water Plan / RR \\ District that the plans conform to all District policies and standards. Variances or potable Water Plan J waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Potable Water Plan 0 40' 80' Engineer of these responsibilities. �U_o BY: DATE: HORIZONTAL SCALE: 1" - 40' ADA COUNTY HIGHWAY DISTRICT C100 Pressure Irrigation Notes: y 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS VA WE THE / .0. \ AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF LAND / \\ \ SSi/ \ 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 (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A \ C• '---- 8 \ p 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 p� 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 J,o RULES (IDAPA 58.01.16). PRESSURE IRRIGATION RISER (TYP) \ SEE SHEET C6.01 FOR DETAILS _ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. > \ \ / a°w / \ \ \ \ $outhridge WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 4"GATE VALVE \ — -, MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 4 GATE VALVE \ \ THE CROSSING SHALL BE/ er P1 / 90°ELBOW P4 \ \ $ubdtVtS10n THE IDAHO RULES FOR PUBLIC SDRINKING WATER°SY TEMSNIDAPA 58.I01.08 AND OF 6A \ \ 4"TEE - - S- 1,0A5 \ W/THRUST BLOCK \ \ \ \ phase 3 SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ) W/THRUST BLOCK ,,-' � v \ p d 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO 2 S3 4""TEE \ // y _— — 77-LF 4-IN PI 4"GATE VALVE \ \ vv A \ �n \ o- 11.25°ELBOW \ \ \ �� \ INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER-UNSAFE 1-4"GATE VALVE o,� ASS�50 ,-' � �� ' P2 v � � � \ �Q 1-DRAIN 2 W/THRUST BLOCK \ \ \ f \ WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE \ \ \ THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. P4 P1 \ 4"GATE VALV/F \4"GATE VALVE \ �J' \ \ \V A \ \ 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE \4"90°ELBOW vv \ \ WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 4" 11.25°ELBOW \ W/TH UST BLOCKS \ \ 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE v � � i \ vv �V o� � p \ 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 Off, / \ \ \ \ \ RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 'Vic' P P1 \ s \ \ P3 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION / 4 90°ELBOW \ \ 1 BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. v v � P2 ti�i / W/THRUST BLOCK <n vv ' A \ 1 1 p THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL INTERCEPT EXISTING QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. INSTALL 6"x4"TEE i 4"GATE VALVE W/THRUST BLOCK \ \ \ \ \ 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS Z 14"GATE VALVE id \ / / \ \ ' 2 \ _ — AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION � I I I SYSTEMS. V / 4"TEE v � \� ii i Ca I '�,� I � \ / 2-GATE VALVES \ _ �I I� I I 10. PRESSURIZED IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SOUTHRIDGE \` \ 1- 11.25 ELBOW \ - — — ��, � �� \� _ _ i � i i I _--'I SUBDIVISION PHASE 1 SYSTEM. — \ W/THRUST BLOCKS \ _ I O°C I 10.1. SYSTEM IS OWNED AND OPERATED BY THE SOUTHRIDGE HOME OWNER'S Pot \ �„ \ �i ) I ( I -� I ASSOCIATION. DEVELOPER IS IN DISCUSSIONS WITH NAMPA-MERIDIAN r IRRIGATION DISTRICT REGARDING POTENTIAL OF TRANSFERRING SYSTEM TO EO Cm `CP �/ `, \ / - 10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR PRESSURE IRRIGAT N RISER TYP \ — — y — �' I o \ (TYP) � � � — - � I � i i SECONDARY SOURCE. SEE SHEET .01 FOR DETAILS \ 22.5°4"ELBOW 3 P4 11.25°ELBOW i TYP — — N Sheet Notes: W/THRUST BLOCKS � i � ( �� i � I ��i '- � � i W a / \ a - 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE _ _ LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL k INSTALL 6"x4"x6"TEE& � � � � � i — — � � A EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY s� \ 45°ELBOW 90°4"ELBOW 02 i i RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO Q \ \� 2-6"GATE VALVES 11.25°ELBOW i — — �., i I EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 14"GATE VALVE W/THRUST BLOCKS / i V W/THRUST BLOCKS / (PRESSURE IRRIGATION RISER (TYP) I I 2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Lo PIPE DEFLECTIONS C?„ � SEE SHEET C6.01 FOR DETAILS ozo NOT TO EXCEED MANUFACTURES �.� — \ \ SPECIFICATIONS - CO I P4 I 9� 6"x4"x6"TEE �� i I / 6"GATE VALVE a I - - Keynotes: # Q \ 4"GATE VALVE I �� INSTALL 6"x4"x6"TEE i I oim W/THRUST BLOCK — _ 14"GATE VALVE / ; I P1 POTABLE WATER MAIN CROSSING-SEE NOTE NO. 3 ON THIS SHEET. O w � Cz P2 e\ W/THRUST BLOCK � � � � � — I I y; P2 i C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE Al 79-LF6-1 I 6"GATE VALVE I I DIAMETER OF THE PRESSURE IRRIGATION MAIN. �° °r1T" PI INTERCEPT EXISTING I o Revisions 12-LF 6-IN PI P1 _ PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE � 76 � � INSTALL 6"45°ELBOW ' � I P3 6"PI 12" a P1 LF6-IN Pam_ 6"GATE VALVE W/THRUST BLOCK / I I APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO 1 z 45°6"EL � P---------------- CONSTRUCTION CALL 811 PRIOR TO CONSTRUCTION-- co P2 P1 l T BLOCK � � BOW _, ---- /THRUS / _ 1 r2"W - ��n�INPI P2 I I P4 INSTALL PRESSURE IRRIGATION RISER CONNECT TO EXISTING 6-IN PI. SEE INTERCEPT EXISTING - --- ---_- 72-LF Pi "' I O SHEET C6.01 FOR DETAILS --__ 6-IN PI 6"GATE VALVE INSTALL 6"45°ELBOW P3 6"GATE VALVE __ y W - I W/THRUST BLOCK --__ 6"TEE -- 8„SS 81-1F6-IN PI I 6"GATE VALVE ��'� — '--__ 12"W ti,n _ I W/THRUST BLOCK — _ --- _ 8"SS - -- --__ - � 6"GATE VALVE WITH CAP 4-LF 6-IN PI \ _ O I — _ 8„ rrk ;ZpNAL �mST � I 10961 6„ - - �I I \ \ \ � J9�TfOF \10 PI RR P4 DEN 5'7yp 1 - - - _ � 01/13/2021 6'PIRR P4 I � � � Project No.: 117036 6„PIRR Date of Issuance: 01-12-2021 BLOC,( 10 P4 Project Milestone: PERMIT SET 6°PIRR 1 Pressure Irrigation o _ Pressure Irrigation Plan 6 PI of Pressure Irrigation Plan 40 80 - - 1i \ 6P \�_ HORIZONTAL SCALE: 1" = 40' C6mOO _ .. . ��i� '�'�=► THE NAMOA & MERIDIAN IRRIGATION D.ISRCT N:AkWA & MER[Ci[AR [IRRIGATION DISTRICT MERIDIAN IRRIGATION DISTRICT NAMIA C M _..I- DIAN �RIGA IUN DI TR10T LAN D - G R O UP 1� 3-SW 21-PVC RLSEM DODO 18'ABOVE GROUND . . 02 3-x 4-x 6-aNm BLOCK(OR EQUAL DOMESTIC WATER METER i d 4"x%'SOME MINIMUM DOMESTIC WATER METER BOX COVER OBLITERATE BOX COVER OBLITERATE AIR RELEASE VALVE I WORDS "WATER METER" I 0 +IRAlry LNE AeNroRu�R WORDS '1VATER METER' 1/2' 200 PSI RATED I FOR No. X43 CAST IRON I 0 W POLY PIPE 200 PSI FORD No. X43 CZ ;ON R EQUIVELENT WITH 13 1/2" LOCKING LIDS 20" PVC WITH 13 1 j2" LOCKING LIDS ) © 6-x�,'200 PSI POLY IS-ABOVE GROUND ! / /` / / /` GRAVEL SURFACE PAVED SURFACE Q] yr mm COW.CouPLNG6 �\ \� �\ I �\\�`\ `/ \ I AC PAVEMENT, CLASS 0. FURNISHE6 © 3a'BRASS CURB SroP t �/ 5(8" LfINUS GRAVEL AWO PLACE IN ACCORDANCE WITH 9 ROgc pgps /� 2 MIN. OL-PTI I Af'WA L C. 34. AS RECUtRED BY. Q 3 7 \ \\ 2D' PVC I / / / /� / 1 1/2 CURB*STOP coNtpot WG AGENCY. MIN, of 2 ® 3-MALE ADO. e \��/� �� NAIIVE MAIERIAL AS CALLED FOR 6 BALL VALVE SUCH 114 ttIE srEC1rICAVONS CDMPACIED WAT PAVEMENT CUt APFILY ® LOCATOR NWE Z AS FORD Bl t=666SW TU PSX IN ACCORDANCE "III GCS-I EAIUL��1FlED ASPF4�LT 5 A5TM p ssa. REPIACIHa PTV ENT 3-PVC PLUG y NNRKER srEm--T'POST -I-U UNDISTURBED LONG SIDE 5kRNCE MIN 1 CU. YD. DRAIN ROCK ?, r / JB- I.III4. WITI111J ,•- \� \f MIN 1 CU. YD. DRAIN ROCK 0o Do v�o o DoOF "� r r 6 a- MILJUS GRAM L GCIAPAC Ep /} l / 1 t/2" \� �o - \'\ TO FORDS PPORTL I COUNTY sIFrEET R.O.W. Ta BOTTOM OF VALVE i ��`V 13 `� r = ,�it, IN ACcoRwWtE VJi1L "MODIFIED" FOR SUPPORT BRASS PIPE � o o ao Qo 0 0 0 t Y'�. j f f ASTLA p 899 A5 't.!\LL.Eti TYPE A RISER O` � \ , •— -A.�FJ' ah f PIPE �}0 FOR !NBEDO THE SPECIFICATIONS I- IN AND COfAPLTED To ssx LONG SIDE SERVICE ACCORDr t A5T11 p stla. .ry; --NTS-- SINGLE FAMILY RESIDENT PVC PIPEOD. SOO 21 . .—•--.—�_._.__.__------------NAlH2A MERIDIAN IRRIGATION QISTRICT — r___—_—_----- B' D a" DRAIN VALVE - MAX WAX AIR RELEASE —NTS-- --NTS-- 1 TYPICAL MEET CROSSIHGL SCALE 1" 1' - O" (SEE NOIES 1 THRU 4) CA NAM-RA & MERUAN IRRIGATION DISTRICT 0 . t O1 3:SOR 21-PVC RISER DCRFDU 18-ABOVE GROUND Q 3"x 4'x 6'CnvDIER BLOCK(OR EQUAL) 2 J 4 5 CA �3 4-x 3L-SADDLE YNMM C AWN LINE UMUM q W L+/ 6-x v MAZ NPPIE S 1 © 6-x%7 200 PSI POLY W ABOVE GROUND 0 3"i BRASS CURB STOP 8Q ROCK Cmn Q 3-FIDI ALE ADD. . 1 1 ® LOCATOR Wft a 7 Lo - ID 3-PVC PLUG B '. ' ® MARIO:R SIFEL'T'Posr 5 B lJ r 7 8 g - 10 CD . LONG SIDE SrtMVICE z "MODIFIED" TI-IkUGH LINE CONNECTION, TEE 0 TYPE A RISER THROUGH L114E CONNECTION, CROSS USED AS TEE LU Cz SHORT SIDE SERVICE CHANGE IN LINE SIZE WITI-I REDUCER CA am -NTS-- DIRECTION CI-IANGC, CROSS USED AS ELBOW SINGLE FAMILY RESIDENT DIRECTION CHANGE 90` EL13OW -- --- ----_—• _.___-__.__�N9Mp�4 MERIDIAN IRRIGATION DISTRICT —_—— _ DIRECTION CHANGE, TEE. USED. AS ELBOW Revisions DIRECTION CHANGE 1 TI-IROUG14 LINE CONNECTION, WE. VERTICAL DIRECTION CIqANGE, BEND ANCHOR, StE NOTL Or-LOW VALVE ANCHOR, SEE NOTE BELOW E: 11= TI1RUSTI DUE TO IIIGIA PRESSURE) ARC LXPLOTLb,. .ANOHOR VALVES AS SI-IOWN IN DETAIL #1.0, AT VERTICAL- OLNbS, ANCHOR TO RESIST OUTWARD TI-IRUSIS. L ENG c� ��G\ST 10961 J�TfOF0 9SoN DL'S 01/13/2021 Project No.: 117036 Date of Issuance: 01-12-2021 Project Milestone: PERMIT SET Pressure Irrigation Nampa & Meridian . Irrigation Details oN� Nampa & Meridian Irrigation Details �y NTS C6m01 � Landscape Notes: _ PLANT SCHEDULE 1. NO CANALS,CREEKS,DRAINS,PONDS,WETLANDS,FLOODPLAINS,HIGH GROUNDWATER AREAS,OR ROCK �� THE CLASS II TREES BOTANICAL/COMMON NAME SIZE CONTAINER OUTCROPPINGS ARE EXISTING ON THIS SITE. LT LIRIODENDRON TULIPIFERA/TULIP TREE 2"CAL. B&B 2. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT LAND THE PROPER EXECUTION OF THIS WORK,PRIOR TO BEGINNING WORK. . BLOCK CLASS III TREES BOTANICAL/COMMON NAME SIZE CONTAINER 3. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. G R 0 U P 4. NEW TREE PLANTING,SEE DETAILS SHEET L150. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, ddmfti�� I � � OR QUERCUS RUBRA/RED OAK 2"CAL. JB&B 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 EVERGREEN TREES BOTANICAL/COMMON NAME SIZE CONTAINER SHOWN. 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. SS PICEA OMORIKA/SERBIAN SPRUCE 6' HT. JB&B 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF v 1 / ACCEPTANCE BY OWNER.REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION N Legend■ IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 2-L / 8. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE - - - / GRADING PLAN. ® ® __ + 2 NOT A PART / NEW TURF SOD + + + + NON MOWN RED FESCUE 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 ® 4-AF + + + + MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL(AS SPECIFIED O O IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER,BY VOLUME. + / ® 10. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. o o - 6'OPEN STYLE METAL FENCE 11. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL,SOD AREAS A MINIMUM OF 12"OF TOPSOIL. - / 6'TAN VINYL FENCE, MATCH EXISTING SPREAD,COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW SURFACE OF \ CLOSED VISION FENCING. WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2"IN LAWN AREAS. 1 12. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE ° TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A LOOSE,FRIABLE, \ \ ®® SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS,NOXIOUS WEEDS,WEED SEEDS,ROCKS,GRASS OR Keynotes: OTHER FOREIGN MATERIAL AND A PH 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.) \ 1 E o my 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH 6-L EXISTING 2. END FENCING, SEE LEGEND FOR FENCING TYPE. IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS,PLANTS,SODS, 2 -FP, ® LANDSCAPING 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, \ 60, FRIABLE,NATURAL LOAM,SURFACE SOIL,REASONABLY FREE OF SUBSOIL,CLAY LUMPS,BRUSH,WEEDS AND / R44/ OTHER LITTER,AND FREE OF ROOTS,STUMPS,STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND / 34' 3-AF ® OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. ® 14. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT - - 2 O FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL ,o OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. 36' ch \ 15. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE BC-BC �r \ i ( -- 2-AF y 0\ OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 6-FP 2 16. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES ° 50' - - - - O EC-) l \ 7-T \ l / COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. R/W 2 R/py BC34. NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 7-T ( /` 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 O 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. - / NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 2 ,' ' \ e / 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO CA 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 CO GALVANIZED NAILS TO PREVENT SLIPPAGE. TREE WRAP TRUNK PROTECTION, - 1 \ REMOVE AFTER INSTALLATION / i / \ \ 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. Pb Q • O^ \ / 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. - \ / co CA SOIL LINE 3"THICK BARK MULCH LAYER, KEEP BARK MULCH 3"AWAY FROM TRUNK W O 1 UTILIZE SOIL/ROOT PROBE AROUND TRUNK T BACKFILL WITH SOIL PLANTING MIX. SEE Q / ` ^ (APPROX.3-4"AWAY FROM TRUNK)TO LOCATE 311 6O QO `°O HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE SPECIFICATIONS FOR ADDITIONAL INFORMATION. - \ POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. �� _ FINISH GRADE Ln REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP /VA/VA - 2 OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC 2 ° _ - - - FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \\/AA �� VA/A�� COMMERCIAL SLOW RELEASE FERTILIZER TABLETS CD WRAP THE ROOTBALL, IT SHALL BE COMPLETELY V/\/ //\\/ CA REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. \ \\\\\\\\\\\\\\\\\\\\\\ \ \V /� �3-L ® o / I I I I I //�//�//�//�//�//�//�//�//�//�// SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL Qp o 2x ROOTBALL DIAMETER CA am 70 w `z Deciduous Tree Planting 3x ROOTBALL DIAMETER \ / \ V -LT �� 1 \ ,55(;p Scale: NTS \ \ /+ �b _ Revisions ' \\ /� 1, a \ // ' /^\ \\ 1-L 0 8"W 8 S NOTES: c, WSS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; - - - _ STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE / x 1g5 �' - - _ YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE 2-FA - - - - �I I I 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. \ _ NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 0 / \ °,� - - - - I I I I 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL.\ a 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. a 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. �' o o RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE \ ARCHITECT IMMEDIATELY. CD\ 2"x 2"x 8"CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. OF SOIL LINE D. o 3"THICK BARK MULCH LAYER, KEEP BARK MULCH x�l \ I I II I I I I I I \ 3"AWAY FROM TRUNK 4 UTILIZE SOIL/ROOT PROBE AROUND TRUNK `� \\ \ �\ BACKFILL WITH SOIL PLANTING MIX. SEE LA-202 (APPROX.3-41,AWAY FROM TRUNK)TO LOCATE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. V - I "C POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. �� FINISH GRADE II II - REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP //\�/\ \\\ �� \ //\/ c " 8"SS 1 / /\\ Project No.: 117036 I I /OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ \ �� / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS Date of Issuance: 01-12-2021 I \ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \//\\ \ \ \/ �/\I _ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY Project Milestone: PERMIT SET REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE / ® \\� Landscape I LEFT ON THE BOTTOM OF THE ROOTBALL. p 1. SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL Landscape Plan 2x ROOTBALL DIAMETER Landscape Plan 6 12°' 3x ROOTBALL DIAMETER Coniferous Tree Planting y Scale: NTS 00 Ll ■HORIZONTAL SCALE: 1" = 60' ��o Final Plat Legend: 0 FOUND BRASS OR ALUMINUM CAP MONUMENT, AS SHOWN Southrmidge u i v i s i e n Phase 5 FOUND 5/8"REBAR PLS 14216 OR AS SHOWN • FOUND 1/2"REBAR, PLS 14216, OR AS SHOWN Located in the Northeast One Quarter of Section 23, OO SET 5/8"X24" REBAR WITH PLASTIC CAP, PLS 7880 C Township 3 North, Range e 1 West Boise Meridian 0 SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 0 CALCULATED POINT, (NOT SET) FOUND ALUMINUM CAP Meridian, Ada County, Idaho _ _ _ SECTION LINE CP&FINSTR. NO. 110088910 2021 0 100, 200' FOUND BRASS CAP SUBDIVISION BOUNDARY LINE CP&F INSTR. NO. 107153515 5.14 RIGHT-OF-WAY LINE SCALE: 1" = 100' S89°19'41"E 2661.73' S.14 S.13 _ _ _ — — _ INTERIOR LOT LINE S•23 W. OVERLAND RD. S. S.24 — ROAD CENTERLINE S89°21'13"E _ 300,00' �% — — ADJACENT LOT LINE BLOC 14 Q / I — —— — —— —— — EASEMENT LINE ---------------------- TIE LINE LU 1 c © 15 LOT NUMBER Notes: WC WITNESS CORNER CS ,/� 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION 00 - I I EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE SUBDIVISION OWNERS ASSOCIATION. 06 00 rn I I 7 © ® \ / �4,`�,'� 1 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION z "' O ` S� /CD �`�, � EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE �2 1 yea�y T;mb ` 2r°1833,F �,�;' 1 SUBDIVISION OWNERS ASSOCIATION. erpr 61.pg, l N�1°1g33„ 3. REAR LOT LINES AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, / PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION 23 1 �1.21' ;l / EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE SUBDIVISION OWNERS ASSOCIATION. .tea ° / �I 0 22 O R/!N 50 00'1 27 W% 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. �. 1� o 1 O 21 O �j I o z CD 5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. n • ® / / `�� 1 m 6. LOT 14, BLOCK 10; LOT 1, BLOCK 11; LOT 1 &13, BLOCK 12; LOTS 1, 7&13, BLOCK 13;AND LOT 1, BLOCK 14 ARE DESIGNATED AS U_ w COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE SUBDIVISION OWNERS ASSOCIATION. NW p ZA O5 N co POINT OF BEGINNING 0 < z 7. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND \ / 19 ® //� % o °a° J IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA MERIDIAN "' c/ IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. 12 13 18 0 O // co \ 8. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE WHICH WILL BE ^� • 1 OWNED AND OPERATED BY THE SOUTHRIDGE SUBDIVISION OWNER'S ASSOCIATION. ALL PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE SUBDIVISION OWNER'S O o N37°52'47"W O ASSOCIATION. 61.971----A / 9. 15 �� O / THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,WHICH STATES: "NO AGRICULTURAL g Q � / OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY N52°035 00' • \711311E \ 14 O c,�� ® /� CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR 10 G' / MORE THAN ONE (1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR 13 11 O9 / NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." 12 10. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR SOUTHRIDGE SUBDIVISION FILED AS INSTRUMENT / \\ 11 /� Q�c / � ' 1 NO. OFFICIAL RECORDS OF ADA COUNTY IDAHO. & 12 \\ / /� `� j ii I 11. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN INSTRUMENT NO. 12. DIRECT LOT ACCESS TO S.SPANISH FORK WAY IS PROHIBITED. 11 14 St 13. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND Wood Chip WATER ELEVATION. ti 14. FOR ADDITIONAL BOUNDARY&EASEMENT INFORMATION, SEE THE PLAT OF SOUTHRIDGE SUBDIVISION PHASE 1, RECORDED IN BOOK 104 OF PLATS AT PAGE 14056 OF ADA COUNTY RECORDS AND SEE THE PLAT OF SOUTHRIDGE SUBDIVISION PHASE 2, RECORDED C3 ( � ( UNDER BOOK OF PLATS AT PAGE OF ADA COUNTY RECORDS. S0UTHRIDGE SUBDIVISION PHASE 3 1\ N37°52'47"W 32.47',,' \ \ o Curve Table: CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 1/4 FOUND 5/8"REBAR �pj,LAND % T H E C1 31.42' 20.00' 90'00'00" S26'18'33"E 28.28' CP&F INSTR. NO.9255545 tio TERF S�� ! WE C2 335.48' 575.00' 33'25'46" S35'2420"W 330.75' S.23 S.24 EU O LAND C3 31.42' 20.00' 90'00'00" N82°52'47"W 28.28' a •_� GROUP C5 57.71' 325.00' 101024" S57°17'04"E 57.63' C6 94.40' 291.75' 18'32'22" S61'28'03"E 93.99' �1 �TF OF�\��P$�Q� 462 EAST SHORE DRIVE, SUITE 100 C7 151.30' 225.00' 38'31'46" N18°36'55"W 148.47' i'SR.WA EAGLE,EAGLE, ID 83616 (208) 939-4041 PN 117036 SHEET 1 OF 5 Final Plat Southrmidge Subdivision Phase 5 _ Line Table SEE SHEET 3 2020 SEE SHEET 3 M 1 LINE BEARING LENGTH °C T 106>;, l o /" 8 .'3 a/ I / • L1 S52°07'13"W 89.12' l S�1° _102.70' I r"i `3 \ /� \S�1° o ,�' 86 00'\ l \ 18'33„ rr d 1833„ �/� $ 00�\ / / L2 S37°52'47"E 10.00, 25' 25' J N89°22'22"W- -- co O v 30' O /M 8g00\F� 4 / `o co / 6 / co • O 30' / rr rn L3 S00°37'38"W 15.09' I �6'j m 14 f� 20 ��1°18 0 �v C0 0 L4 S37°52'47"E 16.40' 11 0 00 / V 86 , / N N �1 33 F ^ S ° L5 S00°38'58"W 12.00' oo/ cD� 4g36 =/M /CO o `tom / mac° N86 CO Q CO /� 'd ,C �d 0 117 86.g70"F �,`"/ �' 30, o n, 86 00-\ / l Co ��( CO I / O 6 5 rn 30, 0 40 80 \ °O� / � o /�� ♦` ssr° 18 /c°o �S3, / S� ° 13 °0,��3 �O / \6 �8Q3, �o / $.p p\ // l 8�111'F \It� lpo le / �.� ♦ o'\ / /v`�' pp 1 �N P Curve Table C681 `l ,� , g5 s \ /� © CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH c3 'Arrs S6' ♦S� �6 � r" ` S6 ° D / 01 20.94' 20.00' 60°00'00" S67°52'47"E 20.00' O, °O.` �O\/00` ♦♦ 00 6F / 00 F / / \6 Og3 p Vc�, \ V�0/ \`� / / /V� 86 po F / C2 10.47' 20.00' 30°00'00" N67°07'13"E 10.35' cS� j / ♦ / ♦ / C5 20.94' 20.00' 60°00'00" S07°52'47"E 20.00' �Q `9� �0 p�O �p�♦�'� Gbh sQS° / �O� ♦♦ op, �� \♦SSO C6 10.47' 20.00' 30°00'00" S37°07'13"W 10.35' 600 S� �4,/ V� / `\�°7, // C7 24.32' 469.00' 2'58'15" S50°38'05"W 24.32' O .9� \ \�"°�° ♦♦ '\�4 GAO ♦♦ \♦ / / /C'�o 86`�0�c Vry C8 39.79' 469.00' 4°51'42" S46°43'07"W 39.78' N52007'13"E 35.00' �• ��♦ ��S��j O / �� / �� \ ♦ 14 ��\F ' �� \♦S� / C9 39.79' 469.00' 4°51'42" S41°51'25"W 39.78' • \ \v°j° ♦♦ 0.00� ♦ •per�6F C10 10.47' 20.00' 30°00'00" S37°07'13"W 10.35' &c��c�♦y� SO�O�� ♦ 10 \♦ / / co' C11 20.94' 20.00' 60°00'00" S07°52'47"E 20.00' �\ � ♦ �( 64p F V`ti�/ C12 28.67' 409.00' 4°00'58" N50'06'44"E 28.66' ,lcb cb \ �� ♦ DO°01�0 ♦♦��j° r'Qj ♦ O `� lD� C15 28.78' 555.00' 2°58'15" N50°38'05"E 28.77' D� � \ �° G / ` ° ° (� I� S� OOti rp\s�Q 11 \♦ / /V0 6, v C16 47.09 555.00 4 5142 N46 4307E 47.08 .Gj��`/ cf'u, `�O��. ♦ �� F ♦ 18 CS / // \-% / Q� C18 47.09' 555.00' 4°51'42" N41°51'25"E 47.08' 13 Sc''�° \ / 5�0� ♦ Oo\ V`L 12 / �Q `� C19 335.48' 575.00' 33°25'46" S35°24'20"W 330.75' L;)♦ O O / C20 47.09' 555.00' 4051'42" N36°59'44"E 47.08' Rr Ile C21 31.42' 20.00' 90°00'00" N82°52'47"W 28.28' AV O � "!/ \ ♦ U� /'h"�F �� /G1 66O� C22 47.09' 555.00' 4°51'42" N32°08'02"E 47.08' 0(0 00 �O D0 \ j9\� C1� '\ ✓ �O 1. ♦ 11 ♦ / C23 47.09' 555.00' 4°51'42" N27°16'21"E 47.08' O ` \ g� G`L � °' '�� \moo° / C24 47.09' 555.00' 4°51'42" N22°24'39"E 47.08' Cil \ p, 50 3< C25 12.49' 555.00' 1'17'21" N19°20'08"E 12.49' ♦ / \ / �0�, \S� 12 ♦ O, / C26 10.55' 469.00' 1°17'21" S19°20'08"W 10.55' \ ♦ i \�O cr'� / ��S� ♦ / C27 39.79' 469.00' 4°51'42" S22°24'39"W 39.78' Off. •0 2G �� ♦ 6'p sr� ♦ O`� 4 nJ� ♦ O O,\F ,\t� C29 39.79' 469.00' 4°51'42" S27°1621"W 39.78' ♦ ��01� `\ o Vo ° 13 C> \moo lip / \ � � ♦♦ � / / C30 39.79' 469.00' 4°51'42" S32°08'02"W 39.78' X0 OD 4tot \ S c� ♦ p0♦�� O� C31 39.79' 469.00' 4°51'42" S36°59'44"W 39.78' /' \ �� "'�cS ♦�c,°j° 14 \ / • Curve Table C32 134.49' 200.00' 38°31'46" S18°36'55"E 131.97' ��`♦ O �' 11 \\ �F `L`' ��\` � ♦♦ ��'�`� / CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C37 256.14' 439.00' 33°25'46" N35°24'20"E 252.52' C46 50.78' 323.00' 9°00'27" N42°41'31"E 50.73' C38 49.89' 409.00' 6°59'23" N44°36'33"E 49.86' ��O ♦ ° 2i0��'' \ QDO Q 1911, • \�` �,\,0� 01 �\�� C47 39.40' 323.00' 6°59'23" N37°37'11"E 39.38' C39 49.89' 409.00' 6°59'23" N37°37'11"E 49.86' 0 \ �� ♦ �� O�/ ♦ °Q'l\Q C48 50.78' 323.00' 9°00'27" N33°41'04"E 50.73' C40 49.89' 409.00' 6°59'23" N30°37'48"E 49.86' 100('93cl C49 39.40' 323.00' 6°59'23" N30°37'48"E 39.38' C41 49.70' 409.00' 6°57'43" N23°39'1YE 49.67' � 14 ♦ p � • �c��° ♦ i� \ • ` C50 50.78' 323.00' 9°00'27" N24°40'37"E 50.73' 042 10.58' 409.00' 1°28'57" N19°25'55"E 10.58' / C21 C52 8.36' 323.00' 1°28'57" N19°25'55"E 8.36' C43 22.64' 323.00' 4°00'58" N50°06'44"E 22.64' ♦♦ '� 10 /�. N37052'47"W 32.47' C53 6.13' 237.00' 1°28'57" S19°25'55"W 6.13' C44 27.76' 323.00' 4055'29" N49°39'28"E 27.75' �� ` ♦ /�\ �� C54 37.26' 237.00' 9°00'27" S24°40'37"W 37.22 C45 39.40' 323.00' 6°59'23" N44°36'33"E 39.38' �� ♦ / �p C55 37.26' 237.00' 9°00'27" S33°41'04"W 37.22' \ °0 C56 37.26' 237.00' 9°00'27" S42°41'31"W 37.22' ♦ �O ♦\ C57 20.37' 237.00' 4°55'29" S49°39'28"W 20.36' ` ♦ / C60 95.79' 177.00' 31°00'25" N36°37'00"E 94.62' NN �1 �1 THE ♦ / C62 151.30' 225.00' 38°31'46" N18°36'55"W 148.47' �Aj, j,E]N� r-- C64 7.48' 177.00' 2°25'21" N19054'07"E 7.48' �tio �GkSTE, S� . LAN D C65 45.06' 175.00' 14'45'13" S30°30'11"E 44.94' - GROUP C66 72.62' 175.00' 23°46'33" S11°14'18"E 72.10' G. � � C67 10.47' 20.00' 30°00'00" S52°52'47"E 10.35' s'��T P,Zo 462 EAST SHORE DRIVE, SUITE 100 O� c68 20.94' 20.00' 60°00'00" N82°07'13"E 20.00' f OF �� EAGLE, ID 83616 -WA (208) 939-4041 5 PN 117036 SHEET 2 OF 5 0 Final Plat Southrmidge Subdivision Phase 5 _ _ S89021'13"E 300.00' _ _ 2020 Curve Table Curve Table 25' ° 25' n10.00' 48.00' 1-48.00' -y-48.00' �48.00' 48.00' • CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH BLOCK ' I I C3 20.94' 20.00' 60°00'00" N29°21'02"W 20.00' C72 25.59' 20.00' 73°17'49" S78°20'32"W 23.88' I 114 I C13 57.71' 325.00' 10°10124" S57°17'04"E 57.63' C73 34.68' 315.38' 6'1759" N67°53'44"W 34.66' N L rn m I I I C14 94.40' 291.75' 18°32'22" S61°28'03"E 93.99' C74 8.03' 20.00' 23'00'10" S30°11'32"W 7.98' I M 00 I CV I M 1 w _ C17 31.42' 20.00' 90°00'00" S26°18'33"E 28.28' C75 5.55' 20.00' 15'54'19" N49°15'42"W 5.53' ao a? ch 1 I N I °n° O I o'r'o O o I o O I o ® o 1!-;? � 1 c� C32 134.49' 200.00' 38°31'46" S18°36'55"E 131.97' C76 20.94' 20.00' 60°00'00" N11°18'33"W 20.00' � M 0 T O OT ° p T ti fry M o I NU) CD N z l O T l 0 T C33 194.40' 300.00' 37007'36" N70°45'40"W 191.01, C77 33.94' 275.00' 7'04'17" N60°45'00"W 33.92' 0 40' 80' o z r I I I cn 6 I I 1 0 C34 102.62' 316.75' 18°33'45" S61028'45"E 102.17' C78 60.05' 275.00' 12030'44" N70°32'31"W 59.94' 00 C35 102.62' 316.75' 18°33'45" S61028'45"E 102.17' C79 60.10' 275.00' 121120" N83°03'33"W 59.98' 25' 25' I I I o' C80iR IC) C41 49.70' 409.00' 6°57'43" N23°39'1YE 49.67' C80 3.25' 325.00' 0°34'21" N89°02'18"W 3.25' CD b Rip37.96'- I 44.75' C81- - - U) -R I C42 10.58' 409.00' 1°28'57" N19°25'55"E 10.58' C81 48.21' 325.00' 8030'00" N84030'08"W 48.17' C4 N89°19'29"W 82.72' /W-b� Cg2, C53 6.13' 237.00' 1-28-57" S19°25'55"W 6.13' C82 49.40' 325.00' 8°42'30" N75°53'53"W 49.35' co co N N C54 37.26' 237.00' 9°00'27" S24°40'37"W 37.22' C83 52.03' 325.00' 9110,22" N66°57'27"W 51.98' ° N89°19'29"W 127.70' ° R w3\ C55 37.26' 237.00' 9°00'27" S33°41'04"W 37.22' C84 10.48' 20.00' 30°01'33" S75°39'45"W 10.36' - _ N N8-9°19I'29"W 82.-6 8' I R-/W- - _ R/W \• r • C58 10.47' 20.00' 30°00'00" S33°41'27"W 10.35' C85 20.94' 20.00' 60°00'00" S30°38'58"W 20.00' �- R/Wh C59 20.94' 20.00' 60°00'00" S78°41'27"W 20.00' lCg4 38.87' N C\3 C62 151,30' 225.00' 38°31'46" N18036'55"W 148.47' C64 7.48' 177.00' 2°25'21 N19°54'07"E 7.48' 025' 1 1 1]�_� R- - -C79 C�8 C66 72.62' 175.00' 23°46'33" S11°14'18"E 72.10'M O� N w I I b I C69 10.47' 20.00' 30°00'00" NO3°41'27"E 10.35' 00 � I O a 1 O 1 ® C� o ` C71 20.94' 20.00 60°00'00" N41°18'33"W 20.00' 00 ( rn co 0 °O CODd /^ S / CD co z CD I /� rno/� / 30 S a ki 1 0�- 48_84''�- 43.81' /c1 ° ear � N89 19 29 W 102.65 / 4r 18' / Sv / ° R� `V �lm ` Sir r �3 LL co 3g � ��2 \ 'bG' 8 3"F I O 8 10 /V�r°r843 W 4?� / l 30 v C�3 `� l�iN�y°r8 r pr. �sr�9 w Ic\j O I r40 S5 49 96, // // �`n /6 r83 N� ° 33„W 2612 CY)o 1 \�� 1000 lrn �M 3W8\� 1\R� r\ __ 102.66 I- � O 9S\ , N ° "' o�""f-- N89°22'22"W -- 16 `� / 23 / `1 R/W I z o icy) //N Njy r833 83. Nor°r83 \ •o 0 CO a /o 3„ ri e32, S69°56p0„ l CO �, ° 86O�F� lam' l �„ 3 261 2 LU CO c\1 If 102.68' _ M---b V / °� V CO = 0 0 3 .\r r8, o 30 C59 r r8'33„ N of -- - N89°22'22"W z 0 = �� / S ° o ;N 860p33\` �o/ 30 ��o - \ R/l�V�66\00, J/ T m 15 // llo \��y8`F b//� l l� Nor°r833!4i 8\ �c CO /y 1 00 10 I � S6j° / o � 6g? „ 21 / S� ° 2 I� r06`0 F l N gs 33,F a/ / S/'y° �'// __102.70' - co co 30, l \S"ram o' 0 \ l \ 183 ,F 3 SEE SHEET 2 • o J -- N89°22'22"W- - 1 co �� ° 30, /M 86 r\E ; O / SEE SHEET 2 25' 25' I o �/ co _ 14 O N�- :; �\r°18 � Sv C ;v ` '��6 ° iM V 8600,\� l� s ;� Shy°78, �/ N c� co 8 4g36„ = M / °d /Zcoi� o 33'F �d 1 �p9%j o 19 / S69°4 co `� / ® OV O 17 40 p o. / / \ 936„ d N / St S61°1 // /V `�560°4 , o �� 8600,\� l ��\1833F 86�grOF vim/ CO �' 30, ° M 8600�\ / l� 3 , u'p, 0 / i (181 �;! �. VAS ice/ n5 rn /WA.i = THE o.,p,L LAN T s 1� '. LANDER �,/, LIMINA a '7880 z � GROUP XX 462 EAST SHORE DRIVE, SUITE 100 �`QT£OF ��P�� EAGLE, ID 83616 R.WA (208) 939-4041 PN 117036 SHEET 3 OF 5 Southridge Subdivision Phase 5 2021 Certificate of Owners: Certificate of Surveyor: KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT 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 A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE QUARTER OF SECTION 23,TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, MERIDIAN,ADA COUNTY, IDAHO, BEING MORE CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. 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 EAST ONE QUARTER SECTION CORNER OF SAID SECTION 23 BEARS SOUTH 00°41'26"WEST, 2650.67 FEET DISTANT); THENCE FROM SAID SECTION CORNER, SOUTH 46°32'53"WEST,A DISTANCE OF 1804.77 FEET TO THE MOST NORTHERLY CORNER OF LOT 2 OF SOUTHRIDGE SUBDIVISION PHASE 3,AS %0p,L LAN 0kR SAME IS SHOWN ON THE PLAT THEREOF RECORDED IN BOOK OF PLATS AT PAGE OF ADA COUNTY RECORDS; �g �G\STERF lr� THENCE ON THE NORTH LINE OF OF SAID SOUTHRIDGE SUBDIVISION PHASE 3, 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET,A CENTRAL �I M I I�A ANGEL OF 90°00'00",A CHORD BEARING OF SOUTH 63°41'27"WEST, AND A CHORD DISTANCE OF 28.28 FEET; a 7880 , THENCE CONTINUING ON SAID NORTH LINE, NORTH 71°18'33"WEST,A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF SPANISH FORK WAY, SAID JAMES R.WASHBURN IDAHO NO.,7880 POINT BEING THE POINT OF BEGINNING; 1� Jy 9Tf OF �pP THENCE ON THE NORTHWESTERLY LINE OF SAID SOUTHRIDGE SUBDIVISION PHASE 3 FOR THE FOLLOWING COURSES AND DISTANCES: R.WA SOUTH 18'41'27"WEST,A DISTANCE OF 144.96 FEET TO THE BEGINNING OF A CURVE; THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 335.48 FEET, HAVING A RADIUS OF 575.00 FEET,A CENTRAL ANGLE OF 33'25'46",A CHORD BEARING OF SOUTH 35'24'20" WEST,AND A CHORD DISTANCE OF 330.75 FEET; THENCE SOUTH 52'07'13"WEST,A DISTANCE OF 89.12 FEET TO THE BEGINNING OF A CURVE; THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 31.42 FEET, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90'00'00",A CHORD BEARING OF NORTH 82'52'47"WEST AND A CHORD LENGTH OF 28.28 FEET; THENCE NORTH 37'52'47"WEST,A DISTANCE OF 32.47 FEET; THENCE SOUTH 52'07'13"WEST, A DISTANCE OF 50.00 FEET; THENCE SOUTH 52'03'57"WEST,A DISTANCE OF 149.78 FEET; THENCE SOUTH 42'09'07"WEST,A DISTANCE OF 71.07 FEET TO THE CENTERLINE OF THE RIDENBAUGH CANAL; THENCE LEAVING SAID NORTHWESTERLY LINE AND ON THE CENTERLINE OF THE RIDENBAUGH CANAL, NORTH 37'52'47"WEST,A DISTANCE OF 332.24 FEET; THENCE LEAVING SAID CENTERLINE AND ON THE SOUTH AND EAST LINE OF PARCEL C AS SAME IS SHOWN ON RECORD OF SURVEY No. 10035,ADA COUNTY RECORDS, FOR THE FOLLOWING COURSES AND DISTANCES: NORTH 52'03'57"EAST,A DISTANCE OF 70.00 FEET; THENCE NORTH 52'03'57" EAST,A DISTANCE OF 114.78 FEET; THENCE NORTH 52'07'13" EAST,A DISTANCE OF 35.00 FEET; THENCE NORTH 37'52'47"WEST,A DISTANCE OF 61.97 FEET TO THE BEGINNING OF A CURVE; THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 151.30 FEET, HAVING A RADIUS OF 225.00 FEET,A CENTRAL ANGLE OF 38'31'46",A CHORD BEARING OF NORTH 18'36'55" WEST AND A CHORD LENGTH OF 148.47 FEET; THENCE NORTH 00'38'58" EAST,A DISTANCE OF 394.08 FEET TO THE NORTHWEST CORNER OF PARCEL A AS SAME IS SHOWN ON SAID RECORD OF SURVEY; THENCE ON THE NORTHERLY LINE OF SAID PARCEL A FOR THE FOLLOWING COURSES AND DISTANCES: Acknowledgment: SOUTH 89'29'56"EAST,A DISTANCE OF 50.00 FEET; THENCE SOUTH 89'19'29" EAST,A DISTANCE OF 250.00 FEET; STATE OF IDAHO ) THENCE SOUTH 00'38'49"WEST,A DISTANCE OF 137.22 FEET TO THE BEGINNING OF A NON-TANGENT CURVE; ) S.S. THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 57.71 FEET, HAVING A RADIUS OF 325.00 FEET,A CENTRAL ANGLE OF 10'10'24",A CHORD BEARING OF SOUTH 57'17'04" EAST COUNTY OF ADA ) AND A CHORD LENGTH OF 57.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE; THENCE ON SAID CURVE TO THE LEFT AN ARC LENGTH OF 94.40 FEET, HAVING A RADIUS OF 291.75 FEET,A CENTRAL ANGLE OF 18'32'22",A CHORD BEARING OF SOUTH 61°28'03"EAST AND A CHORD LENGTH OF 93.99 FEET; ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED COREY D. BARTON, THENCE SOUTH 71'18'33" EAST,A DISTANCE OF 261.09 FEET; 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 THENCE SOUTH 18'41'27"WEST,A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE; INSTRUMENT ON BEHALF OF SAID CORPORATION,AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 31.42 FEET, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 900 00'00",A CHORD BEARING OF SOUTH 26'18'33" EAST AND A CHORD LENGTH OF 28.28 FEET TO THE POINT OF BEGINNING. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THE ABOVE DESCRIBED PARCEL CONTAINS 10.22,ACRES MORE OR LESS. NOTARY PUBLIC FOR IDAHO RESIDING IN 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 MY COMMISSION EXPIRES 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: COREY D. BARTON, PRESIDENT /I. THE LAND - G R O U P 462 EAST SHORE DRIVE, SUITE 100 EAGLE, ID 83616 (208) 939-4041 PN 117036 SHEET 4 OF 5 Southridge Subdivision Phase 5 2021 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 LETTER TO BE READ ON FILE WITH I,THE UNDERSIGNED, COUNTY SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. 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 INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS ON THE DAY OF CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. PRESIDENT OF THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS 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 ',� GSTERD`�G NN �� THE �E Fp 1r ';op / a LIMINA LAND a "7880 PLO — - GROUP rE OF �o SR.WA 462 EAST SHORE DRIVE, SUITE 100 EAGLE, ID 83616 (208) 939-4041 PN 117036 SHEET 5 OF 5