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Home My WebLink AboutConstruction Drawings V1(�j�ERO)IANg- APPROVED CAME: 05nW2 Fur NUApN: m-�z Engineer's Standard Notes: 1. TECHNICAL SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS. UPON SUBMITTAL OF A BID PRICE BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE TECHNICAL SPECIFICATIONS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CONDITIONS CONTAINED THEREIN. 2. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK INDICATED IN THESE PLANS AND SPECIFICATIONS. ANY ITEM INDICATED IN THESE PLANS, BUT NOT ITEMIZED IN THE BID DOCUMENTS, WILL BE INCLUDED UNDER A BID SCHEDULE ITEM TO WHICH IT MOST PERTAINS. 4. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR IT'S CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (1-800-342-1585) OR 811 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 6. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. 7. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THIS REQUIREMENT AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUND DISBURSEMENT COVERING SAID WORK. 8. WORK SUBJECT TO AGENCY OR PROJECT ENGINEER'S APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER. 10. ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS, DETAILS AND SPECIFICATIONS. SOME MATERIALS MAY REQUIRE SEVERAL WEEK ORDER LEAD TIME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL ORDERING LEAD TIMES, AND PROVIDING REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE ALLOWED. CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE. 11. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 12. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY CONSTRUCTION. 13. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION, AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY. 14. THE CONTRACTOR SHALL PERFORM ALL CLEARING AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK INDICATED ON THESE PLANS AND SPECIFICATIONS 15. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. 16. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE NOTED. 17. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. 18. THE LAND GROUP INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 19. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. 20. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 21. IF ANY ARCHAEOLOGICAL, CULTURAL OR HISTORICAL RESOURCES, OR ARTIFACTS OR OTHER FEATURES ARE DISCOVERED DURING THE COURSE OF CONSTRUCTION ANYWHERE ON THE PROJECT SITE, WORK SHALL BE SUSPENDED IN THAT LOCATION UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST ASSESSES THE SIGNIFICANCE OF THE DISCOVERY. THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY FINDS. IN CONSULTATION WITH THE ARCHAEOLOGIST AND THE GOVERNING AGENCY, APPROPRIATE MEASURES FOR PRESERVATION SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF WORK. 22. CONTRACTOR SHALL HAVE A STAMPED AND APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.), LATEST EDITION, ACRID SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN STANDARDS AT THE WORK SITE AT ALL TIMES. 23. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON -SITE AT ALL TIMES AND RECORD AS -BUILT INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE MARKED UP AS -BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL OF RECORD DRAWINGS. 24. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. 25. CONTRACTOR SHALL COMPLY WITH ALL ADA ACCESSIBILITY REQUIREMENTS IN THE PUBLIC R.O.W THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. Aviator Springs Subdivision Investment Analytic Group. LLC Construction Drawings City of Meridian - Standard Notes: CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL REV. MARCH 2O18 GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS OTHE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS ( SANITARY SEWER STORM DRAIN AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DIED) AND THE CITY OF MERIDIAN WATER DEPARTMENT. AND Standard Notes: ACRID STANDARD CONDITIONS: 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY. 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACRID INSPECTION SERVICES AT 387-6284. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICTS UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACRID PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. 8. THE APPLICANT SHALL CONTACT ACRID TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACRID CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. ACRID ROADWAY NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACRID POLICY MANUAL: 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACRID INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACRID RIGHTS -OF -WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS GREATER. 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACRID INSPECTION STAFF. ALL PAVEMENT MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. Certification of Compliance with Design Standards: 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACRID POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACRID ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACRID POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE . Client / Developer: IAG CAPITAL, LLC 800 W. MAIN ST, STE 1460 BOISE, ID. 83702 CONTACT: RYAN MINERT Property Owners: AG EHC II (LEN) MULTI STATE 2, LLC 8585 E HARTFORD DR, SUITE 118 SCOTTSDALE, AZ 85255 CONTACT: STEVEN S. BENSON Planning and Design: THE LAND GROUP, INC. CIVIL ENGINEER: JAMES W. GUTE, PE (JGUTE@THELANDGROUPINC.COM) LANDSCAPE ARCHITECT: MATTHEW T ADAMS, PLA (MATT@THELANDGROUPINC.COM) LAND SURVEYOR: JIM WASHBURN, PLS (JIM@THELANDGROUPINC.COM) 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 Vicinity Map: Sheet Index: Number Sheet Title Number Sheet Title C1.00 Cover and Notes C5.06 Sewer Plan and Profile - N. Magical Creek Ave. (North) CIAO Existing Conditions C5.07 Sewer Plan and Profile - W. Becky Ct. C1.50 Overall SWPPP Site Plan C5.08 Sewer Plan and Profile - W Pilot Ct (West) C1.51 Enlarged SWPPP Site Plan - North C5.09 Sewer Plan and Profile - W. Pilot Ct (East) C1.52 Enlarged SWPPP Site Plan - South C5.10 Sewer Plan and Profile - N Keklik Ave (North) C1.55 SWPPP Details C5.11 Sewer Plan and Profile - W. Yoke St (West) C1.56 Waters of the US C5.12 Sewer Plan and Profile - W. Yoke St. (East) C2.00 Project Overview C6.00 Drainage & Utility Overview C2.10 Street Lighting and Signage Plan C6.01 Drainage & Utility Plan - Area 1 C4.00 Roadway Overview C6.02 Drainage & Utility Plan - Area 2 C4.01 Roadway Plan and Profile - N Alameda Creek Ave (South) C6.03 Drainage & Utility Plan - Area 3 C4.02 RoadwayPlan and Profile - W Aileron St C6.04 Drainage & Utility Plan - Area 4 9 dY C4.03 Roadway Plan and Profile - N Keklik Ave (South) C6.05 Drainage & Utility Plan - Area 5 C4.04 RoadwayPlan and Profile - W Altitude St C6.06 Drainage & Utility Plan - Area 6 9 Y C4.05 Roadway Plan and Profile - N Magical Creek Ave (South) C6.10 Infiltration Basin Details C4.06 Roadway Plan and Profile - N Magical Creek Ave (North) C6.11 Infiltration Basin Details C4.07 Roadway Plan and Profile - W Becky Ct C6.12 Infiltration Basin Details C4.08 Roadway Plan and Profile - W Pilot Gt (West) C6.13 Infiltration Basin Details C4.09 Roadway Plan and Profile - W Pilot Ct (East) C6.50 Utility Details C4.10 RoadwayPlan and Profile - N Keklik Ave North (North) C7.00 Gravity Irrigation Plan and Profile - Waste Ditch dY 9 C4.11 Roadway Plan and Profile - W Yoke St (West) C7.10 Pressurized Irrigation - Overall C4.12 Roadway Plan and Profile - W Yoke St (East) C7.11 Pressurized Irrigation - Area 1 C4.20 Mass GradingPlan C7.12 Pressurized Irrigation - Area 2 9 C4.50 Roadway Sections C7.13 Pressurized Irrigation Details C4.51 Intersection Details 1 C7.50 Pressurized Irrigation Pump Station 9 P C4.52 Intersection Details 2 C7.51 Pressurized Irrigation Pump Station Secton C4.60 Grading Details Overview 1_1.00 Landscape Plan Overview C4.61 Grading Details 1 1_1.01 Landscape Plan Area 1 C4.62 Grading Details 2 L1.02 Landscape Plan Area 2 C4.63 Grading Details 3 L1.03 Landscape Plan Basin Enlargement C4.64 Grading Details 4 L1.04 Landscape Plan Basin Enlargement C4.65 Grading Details 5 L1.05 Landscape Plan Basin Enlargement C5.00 Sewer Overview L1.06 Landscape Plan Basin Enlargement C5.01 Sewer Plan and Profile - N. Alameda Creek (South) L1.07 landscape Plan Shrub Planting Detail C5.02 Sewer Plan and Profile - W. Aileron St. 1_1.10 Fencing Plan C5.03 Sewer Plan and Profile - N Keklik Ave (South) 1_1.50 Landscape Details C5.04 Sewer Plan and Profile - W. Altitude St. L1.51 Landscape Details C5.05 Sewer Plan and Profile - N. Magical Creek Ave. (South) Dig Line, Inc. (jy Call Before You Dig! 811 Plans Are Accepted For Public Street Construction 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 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 Engineer of these responsibilities. �• 0_?*1_ LAND GROUP Z 0 y cc y y co n C _cc Occ0 a E coo a� ch co aE Z 2 - C� a Revisions 1. espIAL p 4' ��GIs pn c � I F 04/07/220222 J`�gTe GF \OP�O 9�ESW. T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Cover and Notes BY: DATE: ADA COUNTY HIGHWAY DISTRICT 10 TI.�JAI "B B2 L5 B3 L7 III B3 L12 B4 L3 ® I \ \ \ APPROVED B2 L31 _ B4 L2 CAME 05nW2 B2 L4 B3 L6 B3 L13 B2 L32 ruawa� �m y B4 L1 rB4L5 B4 L6 B4 L7 B4 L8 B2 L3 B3 L5 ii B3 L14 CHUKAR RIDGE I �I = SUBDIVISION I B2 L33 B2 L39 B2 L2 00 B3 L4 B3 L15 s" W I I g��Sg - ASS B2 L34 IBX � - B3 L3 B3 L16 - -- I GRATE:2532.09' -------------I kill-_--- I IE(N)24"RCP:2524.57' B2 L35 I IE(S)21"RCP:2572.24' g B3 L2 B3 L17 3 L1 I IE(W)12"CMP:2528.26' B3 L20 B3 L21 B3 L22 B3 L23 3 L24 1B3 L25 B3 L26 B3 L27 B L2 �� B2 L36 E J 1 Ly i B3 L1 B3 L18 \ / - SSMH \ ✓ - - - - S89°19'39"E 1323.00' RIM:2523.31' CENTER EAT IE(N)8"PVC:2507.96' 1/16TH \\ \ PIPE `' 1 TTBM #39 \ // ✓ ti IE(E)8"PVC:2509.09' \ x \\ IE(N)14"CMP:2521.19' 1 EL2525,66' \ IE(W)8"PVC:2509.09' �4 \ - I I IBX GRATE:2531.27' IE(E)12"CMP:2528.06' \ tih5 \ I IE 12"CMP:2528.32' I SUMP:2527.36' 1®.® \ I TBM #36 \ \ SAS\ \ \ I\ I EL:2530.58' PIPE \ \ \\ \ IE(E)12"CW1P:2529.71' ® I c IBX GRATE:2532.87' IE(N)20"RCP:2528.82' IE(W)12"RCP:2529.89' S \ \ IE(S)20"RCP:2528.71' GIRR IBX I \ \ - .VACATED DITCH ®�\ \\ \ �Do GRATE:2530.15' °C 2527- V A i A IE(S)36"PVC:2521.63' �V A V DIRT ROAD IE(M36"PVC:2521.63' SUMP:2519.65' \ rr , ® \\\ 3235 N MCDERMOTT RD ,®\` IBX ® \ GRATE:2533.28' \ ACCLIMA INC \ IE(N)20"RCP:2528.94: M- - - - APN No:SO432417350 \ IE(S)20"RCP:2528.94' EXISTING OWYHEE \ 09.99ACRES L JII HIGH SCHOOL w UNPLATTED - `?,IRR 7 EAST QUARTER CORNER SEC. 32 CP&F #2021-116530 PIPE IE(S)16"RCP:2526.92' PIPE I E(N)16"RCP:2527.14' PIPE I E (S )16"R C P:2527.33' PIPE I E (N )16"RC P:2527.58' PIPE IE(W)16"RCP:2527.34' PIPE IE(E)16"RCP:2527.30' c� �I D i GRATE:2530.41' II yry IE(N)36"PVC:2522.26' nc IE(S)36"PVC:2522.26' cc / -2530- / GRATE:2533.31' 1 IE(N)20"RCP:2529.17' I / / \ IE(S)20"RCP:2529.17' /--2531 / PIPE \ \ c w 3j h \ N F IBX / x cc2532 IE(SW)12"CMP:2531.65' GRATE:2531.80' / \ \ r IE(N)36"PVC:2522.26X/- PIPEIE(W)12"STEEL:252177: <'IE(NE)12"CMP:2530.72' \ - PIPE \ 1 ' \ \ - ----- k PUMP \ \ \ IE(SW)6"CMP:2531.05' \ HOUSE PIPE ----------2531 \ - - - - / \ DIRT ROAD \ �� PIPE �\ IE(SW)6"RCP:2530.74' - - - - - - - - - \ / IE(NE)6'RCP:2531.67' I A �� I \ \ �/ of c� PIPE IE(E)6"RCP:253 .99' ?S32 \ \ ? \ \ \ I \ PIPE IE(W)6"RCP:2531.99' / NO CAP N89°20'14"W 1324.23' SOUTH EAST 1/16TH J \ \ - \ \ -SS SS \ \ I - UNPLATTED SSMH � � \ � � _ � � \ RIM:2531.69' - - - - - - - - - - -2532 \ IE(W)8"PVC:2518.57' IE(E)8"PVC STUB:2518.74' Existing Conditions Horizordal Scale: 1" = 80' IBX GRATE:2533.68' 1 IE(N)20"RCP:2529.53' IE(S)20"RCP:2529.51' I I I Iw ail 'I C Topographic Survey for Aviator Springs Subdivision Being the Northeast Quarter of the Southeast Quarter of Section 32, Township 4 North, Range 1 West, Boise Meridian Ada County, Idaho 2021 Vicinity Map: PIPE IE(S)12"CMP:2530.10' Legend: PIPE IE(S)12"CMP:2528.63' FOUND ALUMINUM CAP MONUMENT BOUNDARY LINE y FOUND 5/8" MONUMENT _ _ _ SECTION LINE CDTEMPORARY BENCHMARK - - - - - - - - - EASEMENT LINE DR. a W SANITARY SEWER MANHOLE EG EG EDGE OF GRAVEL - ® PRESSURE IRRIGATION VALVE EP EP EDGE OF PAVEMENT m RR IRRIGATION BOX -X-X-X-X-X- FENCE LINE POWER POLE SS SS SANITARY SEWER LINE a E- GUY WIRE GIRR GRAVITY IRRIGATION LINE PIPE -ik STREET LIGHT TOP TOP OF DITCH IE(N)12"CMP:2528.25' O ELECTRIC BOX TOE BOTTOM OF DITCH PIPE O TELEPHONE RISER OHP OVERHEAD POWER LINE IE(N)12"CMP:2530.11' Mg I MAIL BOX - T T T - UNDERGROUND TELEPHONE LINE SIGN CONCRETE AREA CURB AND GUTTER EXISTING BUILDING --2530 - EXISTING GROUND CONTOUR SOUTH 1/16TH COMMON TO SECTIONS 32 & 33 I ILLEGIBLE OHP II Keynotes: 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE AND UTILITY COMPANY FACILITY MAPS. THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON RECORDS AVAILABLE TO THE SURVEYOR AT THE TIME OF SURVEY AND FOUND MONUMENTS ON THE GROUND. EASEMENTS, ENCROACHMENTS AND OTHER ENCUMBRANCES WHICH MAY BE APPARENT BY CONDUCTING A FULL TITLE SEARCH, ARE NOT NECESSARILY DEPICTED ON THIS SURVEY. 3. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANE COORDINATES SYSTEM (NAD 83). WEST ZONE, AS DETERMINED BY GLOBAL POSITIONING SYSTEMS METHODS. ANY DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET. 4. IT IS KNOWN THAT ADDITIONAL WORK HAS OCCURRED SINCE THIS SURVEY WAS TAKEN. CONTRACTOR MUST FIELD VERIFY FIELD CONDITIONS PRIOR TO COMMENCING WORK. Referenced Survey Table: R1. RECORD OF SURVEY No.8859, INSTRUMENT #110101244, RECORDS OF ADA COUNTY. V1 �� i LAND L-W-GROUP O y CO) y c Z � In _cc O cc 0 E coo CD co CZco 00 Z r2 a a - �� Revisions 1Q 1. �SZONAL Efy 68 04/07/220222 JTgTe o OF P� \O 9�ESW. T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Existing Conditions I 0 80, 160' C1,10 (�j�ERO)IANy- APPROVED CAM. u5nW2 g g OWYHEE HIGH SCHOOL Overall SWPPP Site Plan Horizontal Scale: 1" = 80, Nop-woom NOT A PART -------- 12"M IN 2"PIRR 2529.2S2g, ESC/SWPPP - General Notes 1. ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT PRACTICES. 2. ALL STORM WATER WILL BE CONTAINED ON SITE. 3. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS -OR- ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) IN ARID AREAS AND SEMI -ARID AREAS. 3. DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR IS RESPONSIBLE FOR ALL NON-STORMWATER MANAGEMENT. 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS -NEEDED BASIS AS DETERMINED BY THE SWPPP RESPONSIBLE PERSON. 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE `'" CONTAINMENT AREA. 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. 93% Y.' :.' }}:•_' :•' ' E ti o I III G 46. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE }}: STORM DRAIN SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. == I III I 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT FpTURE ITD :::I :• SHALL BE VACUUMED DURING CUTTING AND SURFACING OPERATIONS. f ' RIGHT -OF_ wA Y III JIII I SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN 111 I \ TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED II jl I I \ SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT \ I \ VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. =::•: '�. I III II I 12. 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 PRE -APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE STABILIZED PER BMP #44, \ \ \\ I \ \ I11 // 13. ALL 3P CORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE I 1 I 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. S0:2% \ \ i \ \ I I 15. TOTAL DISTURBED AREA FOR THIS OFF -SITE WORK IS APPROXIMATELY 25.33 I \ \ ACRES. 4 o` ?� I ( l III < I 16. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE :: •; ) I \ (I I CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CONDITIONS CONTAINED HEREIN. f:; .;:.:•: I \ � \\ III (� I // � AREA SWPPP Posting Requirements: 48.7%' 0, �528 AREA 2 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING 1\ I JI \ I I FOR OBTAINING THE EPA NOTICE OF INTENT (N01). 2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION \ V`� r GENERAL PERMIT AND COMPLETED INSPECTION FORMS), NOI, AND ACKNOWLEDGEMENT LETTER FROM EPA MUST BE RETAINED AT THE i rll CONSTRUCTION SITE (OR OTHER LOCATION EASILY ACCESSIBLE DURING NOT A PART II I NORMAL BUSINESS HOURS AND MADE AVAILABLE FOR REVIEW BY EPA, A 48 9% I I STATE, OR OTHER LOCAL APPROVING AGENCY. j II 111 II if II I 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST N I / I III CONTAIN THE FOLLOWING INFORMATION: \ / I / I I • AT A MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT N I r III TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR N ; o I III I I OBTAINING ADDITIONAL PROJECT INFORMATION AS WELL AS THE N ;N \ ADDRESS OF THE SITE, THE PERMIT HOLDER'S NAME AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888) MUST BE DISPLAYED THROUGHOUT CONSTRUCTION �, / / I I • THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF / III AVAILABLE), OR THE FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC (VAKOC.MISHA@EPA.GOV) (206) 553-6650 " N I • AND THE FOLLOWING STATEMENT "IF YOU OBSERVE INDICATORS OF STORMWATER POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING h WATERBODY, CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: N; I HTTPSJ/WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL / \ I -VIOLATIONS." II •THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT IS NEAREST TO THE ACTIVE PART OF THE \ J I CONSTRUCTION SITE. I/ • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A PUBLIC RIGHT-OF-WAY. i 0o Q631 \ I - I U I 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION 1.11 OF THE CONSTRUCTION GENERAL PERMIT. 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS FOR N.O.T. (NOTICE OF TERMINATION). UNPLATTED t, NOT A PART i 0 80160' Contact Information OWNER: AG EHC II (LEN) MULTI STATE 2, LLC 8585 E HARTFORD DRIVE, SUITE 118 SCOTTSDALE, AZ 85255 PRIMARY CONTACT: STEVEN S. BENSON PHONE:602.418.0443 DEVELOPER: IAG CAPITAL, LLC 800 W. MAIN ST, STE 1460 BOISE, ID 83702 PRIMARY CONTACT: RYAN MINERT PHONE:208.639.3262 CONTRACTOR: TBD PRIMARY CONTACT: TBD PHONE:TBD ONSITE SWPPP COORDINATOR: TBD PRIMARY CONTACT: TBD PHONE:TBD PLAN PREPARER: THE LAND GROUP 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 DAVID DUPERAULT, PLA PHONE: 208.939.4041 ddu perault@thelandgroupinc. com ENGINEER: THE LAND GROUP, INC. 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 JIM GUTE, PE PHONE:208.939.4041 jgute@thelandgroupinc. com ESC/SWPPP Legend APPROXIMATE LIMIT OF DISTURBANCE ,--2698 PROPOSED GROUND CONTOUR (ONE -FOOT INTERVAL) - - -2698 _ - - EXISTING GROUND CONTOUR (ONE -FOOT INTERVAL) SF SF - SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #65. SEE DETAIL ON SHEET C1.55. FW FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C1.55. CONCRETE WASHOUT PER THE STATE OF IDAHO a CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C1.55. ❑PORTABLE RESTROOM PER THE STATE OF IDAHO R CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE SHEET C1.55 FOR DETAILS. AREA TO RECEIVE TEMPORARY STRAW MULCH STABILIZATION PER SOIL STABILIZATION NOTES, IDAHO DIED BMP 3 52 AND DETAILS ON SHEET C1.55. Soil Stabilization 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS. 2. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. 3. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 3.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL. 3.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: 1. MULCHING (BMP 52) - APPLY GRAVEL, STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, AND/OR: 2. GEOTEXTILE (BMP 53) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, AND/OR: 3. MATTING (BMP 54) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. PERMANENT SOIL STABILIZATION BMPS: SEEDING (BMP 32), SODDING (BMP 32), AND PLANTING (BMP 32) - COORDINATE WITH THE APPROVED LANDSCAPE PLAN FOR LOCATIONS AND TIMING. V14 - - i LAND -GROUP NOT A PART -------- 12"M IN 2"PIRR 2529.2S2g, ESC/SWPPP - General Notes 1. ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT PRACTICES. 2. ALL STORM WATER WILL BE CONTAINED ON SITE. 3. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS -OR- ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) IN ARID AREAS AND SEMI -ARID AREAS. 3. DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR IS RESPONSIBLE FOR ALL NON-STORMWATER MANAGEMENT. 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS -NEEDED BASIS AS DETERMINED BY THE SWPPP RESPONSIBLE PERSON. 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE `'" CONTAINMENT AREA. 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. 93% Y.' :.' }}:•_' :•' ' E ti o I III G 46. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE }}: STORM DRAIN SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. == I III I 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT FpTURE ITD :::I :• SHALL BE VACUUMED DURING CUTTING AND SURFACING OPERATIONS. f ' RIGHT -OF_ wA Y III JIII I SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN 111 I \ TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED II jl I I \ SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT \ I \ VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. =::•: '�. I III II I 12. 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 PRE -APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE STABILIZED PER BMP #44, \ \ \\ I \ \ I11 // 13. ALL 3P CORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE I 1 I 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. S0:2% \ \ i \ \ I I 15. TOTAL DISTURBED AREA FOR THIS OFF -SITE WORK IS APPROXIMATELY 25.33 I \ \ ACRES. 4 o` ?� I ( l III < I 16. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE :: •; ) I \ (I I CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CONDITIONS CONTAINED HEREIN. f:; .;:.:•: I \ � \\ III (� I // � AREA SWPPP Posting Requirements: 48.7%' 0, �528 AREA 2 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING 1\ I JI \ I I FOR OBTAINING THE EPA NOTICE OF INTENT (N01). 2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION \ V`� r GENERAL PERMIT AND COMPLETED INSPECTION FORMS), NOI, AND ACKNOWLEDGEMENT LETTER FROM EPA MUST BE RETAINED AT THE i rll CONSTRUCTION SITE (OR OTHER LOCATION EASILY ACCESSIBLE DURING NOT A PART II I NORMAL BUSINESS HOURS AND MADE AVAILABLE FOR REVIEW BY EPA, A 48 9% I I STATE, OR OTHER LOCAL APPROVING AGENCY. j II 111 II if II I 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST N I / I III CONTAIN THE FOLLOWING INFORMATION: \ / I / I I • AT A MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT N I r III TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR N ; o I III I I OBTAINING ADDITIONAL PROJECT INFORMATION AS WELL AS THE N ;N \ ADDRESS OF THE SITE, THE PERMIT HOLDER'S NAME AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888) MUST BE DISPLAYED THROUGHOUT CONSTRUCTION �, / / I I • THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF / III AVAILABLE), OR THE FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC (VAKOC.MISHA@EPA.GOV) (206) 553-6650 " N I • AND THE FOLLOWING STATEMENT "IF YOU OBSERVE INDICATORS OF STORMWATER POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING h WATERBODY, CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: N; I HTTPSJ/WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL / \ I -VIOLATIONS." II •THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT IS NEAREST TO THE ACTIVE PART OF THE \ J I CONSTRUCTION SITE. I/ • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A PUBLIC RIGHT-OF-WAY. i 0o Q631 \ I - I U I 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION 1.11 OF THE CONSTRUCTION GENERAL PERMIT. 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS FOR N.O.T. (NOTICE OF TERMINATION). UNPLATTED t, NOT A PART i 0 80160' Contact Information OWNER: AG EHC II (LEN) MULTI STATE 2, LLC 8585 E HARTFORD DRIVE, SUITE 118 SCOTTSDALE, AZ 85255 PRIMARY CONTACT: STEVEN S. BENSON PHONE:602.418.0443 DEVELOPER: IAG CAPITAL, LLC 800 W. MAIN ST, STE 1460 BOISE, ID 83702 PRIMARY CONTACT: RYAN MINERT PHONE:208.639.3262 CONTRACTOR: TBD PRIMARY CONTACT: TBD PHONE:TBD ONSITE SWPPP COORDINATOR: TBD PRIMARY CONTACT: TBD PHONE:TBD PLAN PREPARER: THE LAND GROUP 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 DAVID DUPERAULT, PLA PHONE: 208.939.4041 ddu perault@thelandgroupinc. com ENGINEER: THE LAND GROUP, INC. 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 JIM GUTE, PE PHONE:208.939.4041 jgute@thelandgroupinc. com ESC/SWPPP Legend APPROXIMATE LIMIT OF DISTURBANCE ,--2698 PROPOSED GROUND CONTOUR (ONE -FOOT INTERVAL) - - -2698 _ - - EXISTING GROUND CONTOUR (ONE -FOOT INTERVAL) SF SF - SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #65. SEE DETAIL ON SHEET C1.55. FW FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C1.55. CONCRETE WASHOUT PER THE STATE OF IDAHO a CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C1.55. ❑PORTABLE RESTROOM PER THE STATE OF IDAHO R CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE SHEET C1.55 FOR DETAILS. AREA TO RECEIVE TEMPORARY STRAW MULCH STABILIZATION PER SOIL STABILIZATION NOTES, IDAHO DIED BMP 3 52 AND DETAILS ON SHEET C1.55. Soil Stabilization 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS. 2. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. 3. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 3.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL. 3.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: 1. MULCHING (BMP 52) - APPLY GRAVEL, STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, AND/OR: 2. GEOTEXTILE (BMP 53) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, AND/OR: 3. MATTING (BMP 54) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. PERMANENT SOIL STABILIZATION BMPS: SEEDING (BMP 32), SODDING (BMP 32), AND PLANTING (BMP 32) - COORDINATE WITH THE APPROVED LANDSCAPE PLAN FOR LOCATIONS AND TIMING. V14 - - i LAND -GROUP O y cc y CA ca COD r y _n _cc O Cc � 0 aco E cco ch 0 C:) a Z 2 co aco� _ co Revisions /_1 1. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Overall SWPPP Site Plan C1,50 ' I1 Mill ■ I ■ . c �o I�" I \ - .. MEN ��slsr_+sa�i!II■�rsmi�'i:r�ii�`" ■ ■ ♦ I�� Itlrlltl 1 UACHUKAR RIDGE SUBDIVISION' C0 ��■ ■ ■ is■::■■+cur■■::: :::Ilmlle: ��:e■::eee===1■ I. ■ _o ■ - � r U ■ r u�. o . ,.=�� ' ---, - �_-i. 7. ,-_ 7. GEr. �' .- 7. 7.' - r;,l•-.:: 7. -_-7. �,-_:.1 7.P 7 �I1]��0 O 7. �• �7•1■\•' IT ----------- ®s111 Il�� jp-� PROTECTION INSTAL1- DURING INLET CONSTRUCTION �� = 1 REMOVED 1 y`t STABILIZATION. I �►,p�'I ; '1 1 1 1 1 ®� / 1 PLACEMENT. TO BE REMOVE AFTER 1� �►. y �1 1 Ili■■■■■■It1R■■■■ !■■■■■■!w�■!l �Al■■■■■■■■■ l■■f�!!19111■■w■!■■■■■i1■■ !I!■■'Aw1_ �■ I_I■■1!rr■i1■■■NITA ■!■■■ �' I11.11► , __ IIII\_ D �_ � � -- WWI • \MUN —NE ■ TYPE I INLET PROTECTION INSTALL1 DURING INLET CONSTRUCTION 1 BE REMOVEDA, STABILIZATION.FINAL I BMP STOCKPILE STOCKPILES1 1 PER IDEQSOON0 0 1 1 • �' DAYS.'o 0 ..�. . \\ \1STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. I - ► '1 1 1 / 1INLET CONSTRUCTION 1 BE REMOVED AFTER _ \ 3■■wl�■■:s■�■■■■Al■■,e_■■'J#I■■■■■I■■■■■�■■■.o�pl■■■■n■■■■■■■R�■�I®■eil■■■■■I■■��■I■1�■■■iiw■■■■■■■� W01111 � �■ \ `am Cam► ��\ �� , �� _�_w. �� _� �� MAN/ skin \• \ \\��\\\\�� \\\ \\ \� � �� • 1 1 1 e ■a:, _ - �� _�� Q -- \- U ■ t, , , , ■■■■i1■■■■gel■■■■11■■■■11■■■11■■i■191■!■■11■■■Ei11■■■■,■■■■■I■®-. TYPE I INLET PROTECTION INSTALLED DURING INLET CONSTRUCTION 1 BE REMOVED AFTERFINAL STABILIZATION. RI �■ 1 Jr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■w■■■w■■■■■■■■@■■■■P " ICE Ill u Enlarged 1 . Site . North I\I J 4"PI KI I'I D = I TYPE I INLET PROTECTION INSTALLED DURING INLET CONSTRUCTION PLACEMENT. TO BE REMOVED AFTER "PIRR / \ , FINAL STABILIZATION. 4"PINl RR \l t� IMF — — — — 2528" /AR 2 / / / ,II III IIII I I IQI� I II I all TYPE I I INLET PROTErn1ncret 11 Gn I DURING nn1 INLET BECKY I I PI OCFMFNT T!1 RF RFMOVFfI AFTFR 25�-�-� ESC/SWPPP Legend APPROXIMATE LIMIT OF DISTURBANCE I��26gB PROPOSED GROUND CONTOUR (ONE -FOOT INTERVAL) I I I- - -2698 _ EXISTING GROUND CONTOUR (ONE -FOOT INTERVAL) I I — ISF SF — SILT FENCE PER STATE OF IDAHO CATALOG OF ¢ STORM WATER BEST MANAGEMENT PRACTICES BMP g #65. SEE DETAIL ON SHEET C1.55. a FW FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP -� - #64. SEE DETAILS ON SHEET C1.55. -N Fw - - 1 j L J 12"GIR CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C1.55. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT 1; 1I I PRACTICES BMP #50. \\ 3 Al Al MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST ! 2.1% MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST I MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING yiASPHALT. SEE SHEET C1.55 FOR DETAILS. IAREA TO BE STABILIZED WITH ASPHALT 493% AREA TO BE STABILIZED WITH CONCRETE OR OTHER HARDSCAPE \� ; j 0.8% LAND GROUP O IIIIIIIIIIIIIIIIIIE y y ca v Z � n W _cc O rV o E coo aCIO co 00 _Cz Z t- 2 a a �� Revisions 1Q 1. Project No.: 120194 Date of Issuance: 04 07.2022 Project Milestone: Permit Set Enlarged SWPPP Site Plan - North Horizontal Scale: V. = 40' C1,51 aVEIDIAN__ o IN N NN 4"PIRR I R\\ , n - —I IlI' l l ,I IIIIIIII I I II �I I I I ESC/SWPPP Legend APPROVED / 3 / � .VA TH E TYPE IGINLET PROTECTION INSTALLED '��) I ' I IAPPROXIMATE LIMIT OF DISTURBANCE � MEas/25/22 DURIN INLET CONSTRUCTION / "PIRR I 3 LAN D FILNUABAPLACEMENT. TO BE REMOVED AFTER PIFINAL STABILIZATION. I PROPOSED GROUND CONTOUR ONE -FOOT INTERVAL —� GROUP ��2698 () �� 4"PIRR -2698 _ EXISTING GROUND CONTOUR (ONE -FOOT INTERVAL) III '1 � � N / N `� II ICI IIIII li' illi AREA 1 \ AR A 1 / IIIII I II — SF SF — SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP 0 2 5% �\ , , - - - - 2528 #65. SEE DETAIL ON SHEET C1.55. \ -- —— -- '�_ - _ � - ' � � � � I �� % , � -oa. � � FW FIBER ROLL PER STATE OF IDAHO CATALOG OF I _ STORM WATER BEST MANAGEMENT PRACTICES BMP V ) ) / I #64. SEE DETAILS ON SHEET C1.55. TYPE I INLET PROTECTION INSTALLED �I I� I �! DURING INLET CONSTRUCT'^"' / I �I I I CONCRETE WASHOUT PER THE STATE OF IDAHO PLACEMENT. TO BE REMOW. BECKY CT. TYPE I INLET PROTECTION INSTALLED \ I I� �I 4 a CATALOG OF STORM WATER BEST MANAGEMENT FINAL STABILIZATION. , S _ DURING INLET CONSTRUCTION / I I�I li i I I I PRACTICES BMP #49 AND DETAIL ON SHEET C1.55. �, I [ PLACEMENT. TO BE REMOVED AFTER I II I �� — FINAL STABILIZATION. I II PORTABLE RESTROOM PER THE STATE OF IDAHO ® CATALOG OF STORM WATER BEST MANAGEMENT II III PRACTICES BMP #50. �� I � :•I � - � II I$ I I MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. N G' 3.0% / / �W •_ _ _° �' I 48 W 9/ N FW FW FW FW FW I I V I I PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE \ `V STOCKPILE AREA MAINTAINED THROUGHOUT CONSTRUCTION UNTIL / 4' PIPR — STOCKPILES TO BE STABILIZED PER IDE(2529' #44 AS SOON " I I I ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE Q AT THE STOCKPILE HAS BEEN INACTIVE FOR 14 DAYS. I I I SWEEPING DAILY OR AS NEEDED TO REMOVE ANY STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. I I aN N TRACKING OF MUD AND/OR DIRT ONTO EXISTING Z i I v N ASPHALT. SEE SHEET C1.55 FOR DETAILS. 4' v i I PIRR N: I FW VFW FW FW FW � I I I ! o'l; � AREA TO BE STABILIZED WITH ASPHALT i' : v rt - - - - - _ III C = TYPE I INLET PROTECTION INSTALLED II I N I AREA TO BE STABILIZED WITH CONCRETE O \ : - DURING INLET CONSTRUCTION / I I\� — — — — — — — — — — r\\\VI I OR OTHER HARDSCAPE FIR --- — — I �I'� Mm II I, PLACEMENT. TO BE REMOVED AFTER — — — — �: FINAL STABILIZATION. Ca / m n ALTITUDE ST. rr N o � 7" `� TYPE I INLET PROTECTION INSTALLED-� �� i �� so /� o DURING INLET CONSTRUCTION/ A, t � N I � I� � r/ AFTER TYPE I INLET PROTECTION INSTALLED PLACEMENT. TOINABE LSTABILI°ZA ON. �" 11 I/ `� \ca / U DURING INLET CONSTRUCTION / I \COD µ I' PLACEMENT. TO BE REMOVED AFTER \ 2530 ml Z }i•I M �W FINAL STABILIZATION. FW FW FW FW FW I N i — ___- I 1 N I I I I i N \\ mi N � J STOCKPILE AREA I h N Y 4'IR I �4 PIRR STOCKPILES TO BE STABILIZED PER IDE BMP #44 AS SOON O _ 3 W "PIRR c� I AT THE STOCKPILE HAS BEEN INACTIVE FOR 14 DAYS. I / = STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. Z ■ / - Z U �'I i N - \ FW FW FW a �� E coo 4"PI - - °C TYPE I INLET PROTECTION INSTALLED N / p� � EP EP DURING INLET CONSTRUCTION/ �\) hI c) p /1 PLACEMENT. TO BE REMOVED AFTER TYPE I INLET PROTECTION INSTALLED � 2 o / / FINAL STABILIZATION. DURING INLET CONSTRUCTION EP PLACEMENT. TO BE REMOVED AFTER 12529' S° 2 ° En � FINAL STABILIZATION. co / --- � M 0 � I 0 2�3 Revisions 1� 0 � � I - W. AILERON ST. s - I � 99.9j / \ \ \\ N I CV I AlipQ L / �— FW j FW FW FW — N s$\ Enlarged SWPPP Site Plan - South 40 $0' Horizontal Scale: 1" = 40' Project No.: 120194 Date of Issuance: 0<07.2022 g Project Milestone: Permit Set 8 x Enlarged SWPPP Site Plan - South oos sLL 'M C1,52 APPROVED DAM osrzs/22 NIENUMBER." 31 g G NT CONSTRUCTION SPECIFICATIONS 1. STONE SIZE -USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE LAYER. 2. LENGTH -AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS -NOT LESS THAN 6 INCHES. 4. WIDTH-15 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Stabilized Construction Entrance (BMP 5A) Scale: NTS TOP OF BANK TOP OF BANK /`. BOTTOM OF .W.W.` %.`.`. BOTTOM OF CHANNEL CHANNEL. >�W`//� .` % .��`. `/./ ` . ` A `� CONTINUE ON OPPOSITE SIDE OF CHANNEL \<��. �� ".. . Fiber Roll Install (BMP 35) Scale: NTS 5' MAX (TYP.) FASTNER - MINIMUM NO. 10 GAGE WIRE (4 PER POST REQ'D) FILTER FABRIC CONCRETE WASHOUT ELEVATION FILTER FABRIC z DIRECTION OF FLOW EXISTING GROUND COMPACTED NATIVE MATERIAL 6" MIN. FABRIC ANCHOR DETAIL NOTES: 1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN. 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS -SECTIONAL AREA OF 3.0 SQ.IN. Silt Fence Install 1 (BMP 36) Scale: NTS POST SIGN NEAR BASIN G99F"S' NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. Concrete Washout (BMP 13) Scale: NTS 10 MIL (MIN.) PLASTIC LINER STORM SEWER GRATE REINFORCED CORNERS MANAGEABLE 2-FT CONTAINMENT AREA NOTES: 1. INSPECT AT FREQUENCY DESCRIBED IN SV DOCUMENTS. REPAIR OR REPLACE AS NEI 2. REMOVE SEDIMENT ACCUMULATIONS WH FILTER CAPACITY IS REDUCES BY 50%. Drop Inlet Protection Type I (BMP 31) Scale: NTS SEE WOOD STAKE Fiber Roll (BMP 35) Scale: NTS SEASONAL HIGH 7 WATER EL. - STRAPS DUIRED ERFLOW PORTS 3ACKTM' DUMPING STRAPS STORM INLET tonNtnv NOTES: 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 RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL HIGH GROUND WATER LEVEL. 4. REFER TO IDEA BMP NO.46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS. Temporary Sediment Basin (BMP 46) Scale: NTS DANDY SACK - SPECIFICATIONS NOTE: THE DANDY SACK* WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: REGULAR FLOW DANDY SACK- (BLACK) MECHANICAL PROPERTIES TEST METHOD UNITS MARV GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.78 400 X 1.40 315 GRAB TENSILE ELONGATION ASTM D 4632 % 15 X 15 PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.67 150 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 UV RESISTANCE ASTM D 4355 % 90 APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 FLOW RATE ASTM D 4491 1/MIN/M GAUMIN/FT 2 2852 70 PERMITTIVITY I ASTM D 4491 1 SEC' 0.90 HI -FLOW DANDY SACK" (SAFETY ORANGE) MECHANICAL PROPERTIES TEST METHOD UNITS MARV GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.62 365 X 0.89 200 GRAB TENSILE ELONGATION ASTM D 4632 % 24 X 10 PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.40 90 MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 3097 450 TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.51 115 X 0.33 75 UV RESISTANCE ASTM D 4355 % 90 APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 FLOW RATE ASTM D 4491 1/MIN/M GAUMIN/FT 5907 145 PERMITTIVITY I ASTM D 4491 1 SEC-' 2.1 `Note: All Dandy Sacks- can be ordered with our optional oil absorbent pillows N; Fiber Roll Stake Section (BMP 35) Scale: NTS 'E SURFACE OY55v r� LAND 641EGROUP y _ CA c C _ _cc O CO 0 Eco � coa °° 00 a c co _ co Revisions zl� 1. Project No.: 120194 Date of Issuance: 04.07.222 Project Milestone: Permit Set SWPPP Details C1,55 �jQ�ERO)IANg•• APPROVED CAM ayss¢2 FUNUAIFR:�- f5Idaho DEQ Final 305B Integrated Report rdola Dr Lim Ln .. Irne St --- 3 Fivenile Creek- 3rd order W WMNan Rtl .. r I V; 1.1 t.ldl lid 'N McMtllrn Rd � W Ld'eFlores Dr sV Los Flores St FIVE MILE CREEK - PERENNIAL STREAM g PHYLLIS CANAL (NOT ASSESSED) W Ou�ile Dr ' \ 303D LISTED - NOT SUPPORTING a . FLOW kAorie Dr Aslot• CATEGORY 4A & 5 / - TMDL APPROVED L4 W iorsno Sl TMDL 64560 LOWER BOISE RIVER FOR BACTERIA �W A � � ` - - � AND SEDIMENTATION/SILTATION z Dr W Lesma St +rex�r/v C'ie rk POINT OF DISCHARGE 001 \ - / FLOW ACHD STORMWATER SWALE AT W. McFADDEN DRAIN ACHIEVEMENT ST. \ 'a (NOT ASSESSED) I n z PROJECT LOCATION I I EIGHT MILE LATERAL (NO�ASSESSED) � SKY PILOT DRAIN R\V 0, FLOW1 (NOT ASSESSED) W Jordan Ln o / ' W Aklerslo 0 2 � ' ADA \ Usticit Rd W Uslrl • . _, c! V t.'snrw Rd Z 2 7 TEN MILE CREEK - PERENNIAL STREAM SAFFORD SUBLATERAL 303D LISTED - NOT SUPPORTING (NOT ASSESSED) s'9.aaaes 2 CATEGORY 4A&5 Park z yyrrartxrponitp z 5." ft ? TMDL APPROVED _ _ TMDL 64560 LOWER BOISE RIVER FOR BACTERIA AND SEDIMENTATION/SILTATION Spu" Dr - ,; C I.xsc DI Lakav a. Golden _ '.V Charks,r z Go" CIub Bronx 10 Dr � '.V TounaT"t"-. ',V Dare5oa"r ., .-.. FLOW = r e4vlrli. = Ienwile Creek Teoruile Creek, 3rd or _ z der 6e sari iOjrZiacksCreelcge £ y z z ti ate- 9a.' •:tl,«y Ln Cherry Ln Chem Ln 'N Cherry Ln _ L Kennedy Lnterai - - 4V Thom Creek St 'lS- e Bkx. Cteeh r,)I ,A April 22022 regime IDEA Strm Monitoring (BURP) — NotAssessed(Cat3) Tribal Waters (Cat 3t) Not Monitored = Not Supporting(Cat4a,4b,4c,5) 1 River Tribal Waters (Cat 3t ) Stream — Not Supporting (Cats) 4th Field HUCS (Idaho) — (Mercury Impaired Cat4a,5) — Mercury Impaired Lakes 2020 305(b) Streams — Not Supporting(Cat 5) Fully Supporting(Cat 1,2) 2020 305(b)Lakes Not Assessed(Cat 3) l Fully Supporting(Cat1,2) Not Supporting(Cat 4a,4b,4c,5) Y g Waters of the US Map HORIZONTAL SCALE: AS NOTED 0 0.2 0.4 0.8 mi 0 0.35 0.7 1.4 km Sources: Esri, HERE, Gannin, Inlarmap, increment P Corp., GEBCO, USGS,FAO, NIPS, NRCAN, GeoBase, IGN, Kadastar NIL, Ordnance Survey, Earl Japan, METI, Earl China (Hong Kong), (c) OpenStmetMap contributors, and the GIS User Community Q IDEQ 2022 Map Courtesy of IDEQ's 305B Integrated Report Copyright 02022 DEQ GIs 'W\ /FA�r �� OWow r� LAND MOM GROUP _ _ CIO y y C y _ � O� CU 0 a E co 00 °° 0Cz aC _ \J C� Revisions 1Q 1. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set I Waters of the US C1,56 B1 L11 43,526SF 01 L12 41,648-SF SS- W. ALTITUDE ST. `\ ,� I " -- --- LU 84 L8 64 L7 B4 L6 34 L5 04 L4 B4 L3 34 L2 B4 L1 I 61 L75 � y& g 5,000-SF 5,000-SF 5,000-SF 5,000.5E 5,000-8F 5,000-SF 5,000.SF 4,956-SF cc 5.47s-SF-sF -:C J 4-9 5'I�� Z I I W L UBLOCK 4; I11 B1 L16 ,y 5.470-SF Y r I I rTi III �: I1;4 w Z 64 L70 B4 L71 B4 L12 B4 L13 34 L14 04 L15 84 L76 B4 L17 m / cc 5,000SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000.5F m III I Cm EP I (�`\\L-- -- --- --- o c� vv v ° --- L ----- - I FWV FM- w-mx -ems- ---bs-W. AILERON ST. -ss ss- m` a ---- --- ---TI w 36,903 B1 L18 B1 L19 31 L20 B1 L21 B1 L22 81 L23 81 L24 B1 L 5 5,722SF 5,072-SF 5,072-SF 5,071-SF 5,071-SF 5,070-SF 5,070-SF ,2q I 4+ w BLOCK 1 -'/ v `� 6 i Cm 6 __________________I _- I \ wOHP s =m Project Overview \ osLL _; Horizontal Scale: 1 ^ = 70 DWIuDIAN APPROVED OWrz - e e N O O N w e - a e - $„w 8 o -- B1 L7 i 5,507-SF 61 L2 5,492SF B1 L3 5,487SF B1 L4 5,481-SF B1 L5 5,476-SF B1 L6 5,471-SF B1 L7 5,494SF B1 L8 6,555SF 8°w 0 - o �� I CHUKAR RIDGE SUBDIVISION I j 1� W : I� I - - - --S89°19'38"E 50.00' - 12"GIR V 12"GIRR 12"GIRR Me BLOCK 2 Be I BzuaF- ii W 1 T 4,594-SF 94-'II I r 11 i 2 1 B2 L2 B2 L3 B2 L4 B2 Ls 82 Lfi B2 L7 B2 L8 B2 L9 B2 L10 B2 L71 3,142- 3, 1 5,000.SF 5,000-SF 5000-SF - 5,000 SF 5,000 SF 5,000-SF 5,000-SF 200-SF 5,000SF 5,000-SF --I B3 L2 I 1 �a Q 5,000-SF �I U I l' i - --- --- ------ -- --- Z Q W. YOKE ST.n - so -� p _ 5.376-SF q p J Lu e Z � � B3 L11 83 L10 33 L9 33 LB 33 L7 Be L6 33 LS 5,000-SF 5,000-SF 5,000-SF 5,000SF 5,000-SF 5,000-SF 5,000-SF / 1 C I 33112 �r BLOCK 3 I'R I I w 83 L73 Be L14 Be L15 83 L16 33 L17 83 L18 B3 L19 B3 L20 \\ \ j FUTURE 1 1 D 1 pC III 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,517-SF B3 L21 33 L22 I I RIG E I T I I CD a 4,875SF 4.850SF / L S / HT_OF_WA y \ 1 v V ° -- - - - - ,\ w .. w��w w UI 141 w \\ ` - - ss-W. PILOT CT.= w w � �1 cc W� ------------ B1 L9 37,754-SF III r 33 L30 Be L29 B3 L28 B3 L27 33 L26 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,044-SF 6 SD �' 'I ' I I th w I B3L25 5,385-SF 33 L24 \ - - / I! I J I �� 5,527-SF 33 L23 ,7 CD4,732-SF P L �u 1 WLu _ Lu BLOCK 3 Y, � � I� I I Q _ z Cz Q ill /j I NOT A PART Be L31 33 L32 33 L33 B3 L34 33 L35 I 5000-SF Be L37 5,000-SF 5,000 SF 5,001-SF 5 fi66-SF B3 L36 4,630-SF � � CM � 0 Z 4,868-SF i '�' II a -� I _ W. BECKY DR. I (I 1 - - -=,W. BECKY CT _ IN W -X --- -- -- �s ��ss�-o III I� "�I I f i � W / A B3 L4433 L43 B3 -1 B3 .1 B3 L40 1,000 5E 5,000-SF 5,000 SF 5,745-SF \ 1� L 5,000-SF - - III 1 L= CM j/ 6 I6 F 63 Las 83 L38 I I v w b BLOCK 3 5,447-SF 4,769SF I a ' I w / I I C ° - 83 L46 B3 L47 B3 L48 33 L49 B3 L50 63 L51 5,000-SF 5,000-SF 5,000-SF 4,955-SF 5,640-SF C - - - - 5,152-SF B3 L52 --�" - --- �\ 6.042SF 1 rtyiu B1 L13 IRW w 6,751SF 311 L14 5,534-SF t, UNPLATTED im, I MB I I �I I 0 70' 140' �� LAND GROUP m 0 y CO) y c Z � n W cc cc O � O co QJ Co a _CzLn cC a Ln a C-D� � � Revisions 1Q 1. �SZONAL EN tV G\ s 04/07122 2 0 JgTe OF \P� 9�ESW.\T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Fermit5et Project Overview 1 1J D - APPROVED Ohre OW22 fuIMWR 1 Street Lightin Horizontal Scale: 1" = 70' I , I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I - - �BLOCK 2 - I, I 2� ADA PARKING SIGN 1 STOP SI GF GN c = MAGICAL CREEK - STA: 11 +28.72, OFF: 18.50'R LIGHT 52035 KEKLIK & AILERON 6+00 STA: 6+16.49, OFF: 18.59'R , U NO PARKING SIGN KEKLIK & AILERON STA: 7+86.33, OFF: 18.50'R EP . EP 3 NO PARKING SIGN KEKLIK & AILERON STA: 8+35.57, OFF: 18.50'13 I I and Sian e n IIII IIII IIII IIII IIII U BLOCK 4 I� III III I II LIGHT 52036 KEKLIK &AILERON STA: 8+32.07, OFF: 18.501 LIGHT 52037 KEKLIK & AILERON STA: 11+09.16, OFF: 18.50'L e Plan � I Sheet Notes: tA P THE 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, ' F.�, LAND I I I I I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT I I I I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN MATCH APPROPRIATE GROUP I I I LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL - - I EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY I J RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ---------------- ---- ® oo - ,,, 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. + _ I I I W CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF I REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD I I I APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND t I a HARDWARE INSTALLED BY ACHD IS PROHIBITED. 4. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. IO Lighting Legend: TYPE II CITY OF MERIDIAN STREET LIGHT. 25' SQUARE STEEL POLE WITH BRONZE LIGHT 52025 POLYESTER COATING PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 7� STREET H TO ALAMEDA CREEK I LUMINARE SHALL BE LED FIXTURE CONFORMING WITH CITY OF MERIDIAN APPROVED STA: 11 +84.52, OFF: 18.50113 w FIXTURE LIST. STREET SIGN. SEE KEYNOTE FOR TYPE. r r I Street Light Numbers: II I w \ I LOCATION NUMBER TYPE LOCATION NUMBER TYPE ` 52023 STA. 6+66.61 TYPE II 52032 STA. 7+89.80 TYPE II 52024 STA. 9+13.50 TYPE II 52033 STA. 10+31.80 TYPE II I r" 52025 STA. 11+84.52 TYPE II 52034 STA. 7+64.60 TYPE II D PARKING SIGN I / 52026 STA. 9+83.78 TYPE II 52035 STA. 6+16.49 TYPE II EKLIK & PILOT a 52027 STA. 12+70.39 TYPE II 52036 STA. 8+32.07 TYPE II TA: 14+43.42, OFF: 18.50'L �(/\ �/ / I 52028 STA. 15+39.38 TYPE II 52037 STA. 11+09.16 TYPE II 52029 STA. 6+25.82 TYPE II 52038 STA. 6+98.70 TYPE II 52030 STA. 7+94.47 TYPE II 52039 STA. 9+13.58 TYPE II \ \/ 52031 STA. 9+72.30 TYPE II 15+00 Signage Keynotes: /LIGHT52028 I KEKLIK & PILOT I w 1 2 STA: 15+71.21, OFF: 10.63'R I I I r w FLs�F;m ® z r �I T x b" i r I 12'x6 W30"x 30" STOP SIGN PER MUTCD 17-1 Ca i 3 4 / Z PA R1G Pn QIG Q / j � I w RNE WF RiE IME w/� %RKING SIGN E / Y Fq "NO PARKING FIRE LANE" TYPE A "NO PARKING FIRE LANE" TYPE C y 9+00.74, OFF: 18.50'L r PER INTERNATIONAL FIRE CODE 103.6 PER INTERNATIONAL FIRE CODE 103.6 li r W. BECKY DR. y City of Meridian Standard Notes: ca STREET LIGHTING Z III I I I I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT - F III I I LIGHT 52033 w a VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND '' II BECKY THE NATIONAL ELECTRIC CODE. li II III STA: 10+31.80, OFF: 5.76'L I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE I , THE ONLINE CITIZEN PORTAL AT HTTPSJ/CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ I\ I TO OPEN A PERMIT AND REQUEST INSPECTIONS. I w w 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, I I BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. ■ ' 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, T MIN. FROM FIRE HYDRANTS IAND 2' MIN. FROM WATER METERS. O cc o w w 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS ;_ co I 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 v I FINAL INSPECTION. Cz6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR Z QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. LC) cc ch c / � I W Revisions 1Q ILIGHT62039 i 1. o , ALAMEDA CREEK (SOUTH) + III STA: 9+13.58, OFF: 28.37'R I IIII r IIIII � w w ekll 1 a I I T d I / I LIGHT 52038 I _ I ALAMEDA CREEK (SOUTH) STA: 6+98.70, OFF: 28.90'R �' w OHAL EyC I I / 68 I w s 04/0712022 0 / w JgTe OF \OPT 9�Esw. --- w a Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Street Lighting and 0 70' 140' Signage Plan C2,1 0 APPROVED e ,21,z2 ...vna:rro= I I I I I I i I I I I I I Illllr � BLOCK 2 1 1 QY II W I , /W R/W R/W R/W I 1 ' W. YOKE ST. 1 1 1 I I /W R/W R/W R/W I 1 1 C4.12 1 ,J BLOCK 3 ___Wk 1 C4.09 ' 1 / /W R1 1 1 11 W. PILOT CT. 1 L -- 1 1 11 1 1 1 11 L_MI_____ _ U I I I I I I I I I I I I I I I ' I I I I I I I I ' I' 1CC 1 BLOCK 3 ; r— — ----- ———N / 1 1 ' C4.06 1 C4.07 1 I� R 1 W. BECKY CT. I 1 1 I R/ 1 RJW i it I� 3 — C4.04 1 C4.05 1 1 BLOCK 1 ' 1 1;4.U1 1 1 i1 1 II 1 1 1 I 1 C4.03 1 =MIN R/W 1 / 1 // 1 W. ALTITUDE ST. R/ R/W / mp 1 1 1 MMMMMM 1MM 1 I 1 BLOCK 4 1 1 it R/W RAN RNV 1 W. AILERON ST. R/W R/W R/W I � BLOCK 1 1 II 1 I _— — C4.01 I--__—_----- L_ _ _ _ _ _ _ MI W. BECKY DR. \\�� 0"W44THE / r� / LAND FMMGROUP Z O y _ i _ m y y CZ n CA cc O Cc 0 � a CJ co co 00 _ CZ a c co _ �� Revisions zl� 1. ��slo sn1� EN c OVU7/2022 s, o qrF M Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Overview Roadway Overview Horizontal Scale: 1" = 70' 0 70' 140' Sheet Notes: DKIuDIA APPROVED ChM, OW22 rYNI WRF 1P- 2540 2538 2536 2534 2532 2530 2528 2526 2524 2522 Road Horizontal Scale: 1 - 20' O � N - cD Plan and Profile - N Alameda Creek Ave (South) 0 20' 40' ALAMEDA CREEK (SOUTH): Sta. 5+60 - 9+40 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 0 0 O Q � N M N m � rn of - ----- m CS W a V)N m� EXISTING GROUND AT CENTERLINE cq Ol +� -0.50% 0.70% STA: 7+24.89 (ALAMEDA CREEK) STA: 8+91.89 (ALAMEDA CREEK) STA: 13+65.20 (AILERON) STA: 11+14.21 (ALTITUDE) PC: 8+91.89 PROPOSED GRADE AT CENTERLINE EL: 2528.59 L PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE � � (O N V N O M� Ql M LL'l N N� r� O O O r O) O O W� O f� n M (D m N U�.- Ql n 0 0 0 O co �� 6 6 6 6 o6 oo6 o 0 0 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 2540 2538 2536 2534 2532 2530 2528 2526 2524 2522 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2% MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. i LAND GROUP O y ca y y ca M ll n _ _cc O Cc � 0 P C E coo a� co a co 00 _CZZ cC a t- a C-D� � � Revisions Q 1. ,,ZONAL EA, tV G1 a, 68 1 04/07/2022 0 JgTe OF \Opp 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile N. Alameda Creek Ave. (South) 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 C4,01 1I �141 li v a Sheet Notes: �� i�.-�. APPROVED I\ j j�� T H E \ p 1. COMPLY WITH ALL NOTES ON SHEET C1.00. to a,1e I \2 , II I� 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND ILL WANU:rv-�m,s 'l s� i I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), D CITY OF MERIDIAN = GROUP V I i I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 0 o I 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN it B4 L11 B4 L72 `3V.L13 B4 L14 B4 L15 B4 L16 B4 L77By 6i � - APPR APPROXIMATE WAY ONLY. THECONTRACTOR HALL MPLY WITH IDAH DE 5,000-SF \ 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF m O O S CO O CO \ \ 5,000-SF 5,000-SF C4 07 I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE 5.2 �� PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE STA: 8+28.33, OFF: 16 50'L , FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS TBC: 2529.49 A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. c-� a� rn v rn co ao op STA: 7+68.39, OFF: 16.50'L I THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR !. ��:rn.�oi y � I TBC: 2529.38 � DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO N CO NCO O M (O Z O th lD M lD O M l0 6� N f0 N co DIGGING. )! u- LL mo mo i�"' mo - moo"' mo m" vW mov"' mo �'`� STA: -- I m o_ _ °O Q m o, _ m o _ m o _ 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR C o ao r m r o 5.2 4'P o r m \ r o r 9 2531 = 0 9 �o FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED rn \ o c=.� s + o o ev / WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS \� / a�-- a---- - Q - ------ �---- ------ ` ----- --- �--� ----- ----- !----------- �------ ---- ! ----- - ---- �-T`'� � 42 I 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, `� Q I I CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO \ / m N ~ N N N y �' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT qa. 1 MATCH PLANS. ------------------------------ v ---- --------------------------------------------------------------------------------------------------------------�------------------------------------- - - Q 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 4.1 10 6.1 BEGIN Y' I I OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE W W 2530 W W \ W= W W a"E W W W W W W - W W IN W W W W W SEE INTERSECTION W W W I W W CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. END 6.1 6.2 B GIN \ o 0 25 END 6.2 - W x ' 30 DETAIL 1/C5.52 FOR STA: 7+24.89 (ALAMEDA CREEK) 9+00 m 10+00 \ 11+00 W AILERON ST 12+00 MORE INFORMATION 13+00 6.3 _ _ \ _ _ _ _ _ _ _ _ _ I STA:13+65.20(KEKLIK&AILERON) C� STA:7+2 Pedestrian Surface Construction Notes: m �U ppa x SS SS SS SS S m S SS T S\ SS SS SS - I SS SS SS SS SS SS Ss- + 6.3 - - SS SS - Q-� - 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS 6.3 " \ o o - - �- 6.1 END L SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN BEGIN 6.1 \ \ 6.2 END c.i \ ci _ _ _ _ - - IN 6.2 W PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE 6. 5.2 I Q i I / NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ------- ---- ------ t ------------ ------------------------ - _ - - _ = =----- _ BE - - - - -- I2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE RQQ STA 7 GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE I o 0 0 0 0 0 0 � Z PEDESTRIAN RAM (%MAX). �i 'n- ---�-- -- �_---�---- ----- : umw-- -- ------ LL--- -- ,o_- -co - -� umw ��---- -� - 2� P 2 BF o CC �LL t�53---- ----- ---- --------------- ---- o 1 i'I Roadway Keynotes: -O 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE rn m o,p `� o \ I STA. 6+8 INFORMATION. r �„ ao¢ mao c+>o o„ vao o„ rnao � co zs3 0 I w .50 f+ N 6+ N 3, co + , , + �n „ - + �n N + STA: 6+81.39, OFF: 16.50'L 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. +_ - \, N rn I`v o U N o m T TBC: 2529.82 c1 ti ti BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE Q c�¢ Ca mti c�¢ mti c�¢ oQ oa y H� 2t~n ~C� H� tic� Hp 2531 --_ B1 L18 B1 L19 B1 L20 B1 L21 B7 L22 B1 L23 B7 L24 5,722-SF 5,072-SF 5,072-SF-SF 1-SF 5,071-SF-sF 5,070-SF 5,070-SF ?633 v y v 2S3 v I 2532 - Roadway Plan and Profile - W Aileron St Imo, Y 2538 2536 2534 2532 2530 2528 2526 2524 2522 N M N Horizontal Scale: 1" = 20' KEKLIK (SOUTH) & AILERON: Sta. 480 -13+ 0 HORIZONTA VERTICALSCALE: SCALE:1" 1" = 20' ' - ---- ---- _ 0.50% EXISTING GROUND ELEVATION AT CENTERLINE co h REO/WHITE DIAGONAL DECALS. NO PAINT. I p bhp I h 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE C4 7 THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". L25 CA2,47-sF 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE"A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. 4.2. INSTALL PEDESTRIAN RAMP TYPE' G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. -- 4.3. INSTALL PEDESTRIAN RAMP TYPE'H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. I 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. C 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6.CURBTER AND GUT 0 20' 4 0' 1 6INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS � N M M EXISTING GROUND AT CENTERLINE Q N Q N - - - - - - - - - - - - - - - - - -0.56% - - - - - - - - - - - - - - - - - - m� �w - - - - - - - - - - - - ti- m� �w - - PROPOSED GROUND ELEVATION AT CENTERLINE PROPOSED GRADE AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING STA: 7+24.89 (ALAMEDA CREEK) STA: 13+65.20 (KEKLIK & AILERON) OO T T O O? N M C'7 V LL'l f0 O? A O? W O? O) O? OOO O� lOD O� 4r"i O� V W M O� N W O) NO (OO (^O (^O Ql N Ql N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O D) D) D) D) N N C�J C�J C.J C.J C�J C�J C�J C.J C.J C�J C7 C7 C7 C'7 C7 C'7 CJ 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 8 8+80 x 2538 n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE I� INFORMATION. V) cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 2536 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PERIr • MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O cc = o E 00 �� a 2534 Z cC a Ln aco� _ c� 2532 Revisions 1Q 2530 2528 2526 2524 2522 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+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 1. ,,ZONAL E4, tV G1 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Aileron St omLL C4,02 �s FIiIpIAN4 m ac X�l IF APPROVED o N_cv-x�� \ \ \ ChM, °srzs zz ; 0 m �pV �� STA: 6+50, OFF: 16.5 YL 3 C4 0 i FU 11 I + N + 5�P TBC: 2528.59 15 _ I _ C4 y i� ■ate I I w = I („ I J I I Q I I --- I I END 6.2 / I STA: 6+00' (ALTITUDE) aal 6.3 STA: 6+00' (KEKLIK & AILERON) ® ' t I BEGIN 6.1 LP/TBC: 2528.35 5.1 STA: 6+00, OFF: 16.50'R 6.1 BEG6N 00 I 5.2 -- --- - - 6.3 5.2 o \ 6.2 END � -- -+- - -- 2533- TA96+62.50,OFF'76.5p / SA N.g+5g16,OFF'.�650V N // STA:9+53.69, BC:2530011 / T 80 2S?6.66 i SBG' 2530 �4 I C4 STA; 6f50 2a i I I LL 6. 26.6p B4 Le 5,000-SF 6+12.50, OFF: 16.50'R y/ I SS„4 OWJ TBC:2528.41 STA: 6+00, OFF: 16.501 / / LP/TBC:2528.34 / / I 6.2 IBEGIN rn J o J STA: 9+09.16,OFF: 16.50'L TBC:2529.89 V N aald„h z aald„h 2527 N aald„ aald t 0� w Nt2 N.. w---- _2526_---` + m o _ - - - - - - m o STA: 8+96.66, OFF: 16.50'L a STA: 8+96.66, OFF: 'I 6.50'R w- - - - - - - - - - - - � cq TBC: 2529.83 / 6.1 END \ m 5 STA: 8+28.33, OFF: 16.50'L \ a TBC: 2529.49- ---------------�-- ------------- 5.2 5.2 9y / ---------------- -------------------------- ------ ------------ M M M M M M -M M M 7+00 �C", I N KEKLIK AVE 8+00 SS SS I SS SSA~, ss Ss SS SS+ 6.3 3 --2529 BEGIN 6.2 6.1 END 4.4 5.2 ----- ---------------- - - - - - - - - - - - \ o s 0 r��AP\FOP//////// o��////ryA // / / / p/G 36 � .903-SF B1 L15 I In L16 :Yi 5,475-SF M 5,4705E / f 4V I I / Roadway Plan and Profile - N Keklik Ave (South) 20' 4 Horizontal Scale: 1" = 20' 2536 2534 2532 2530 2528 2526 KEKLIK SO TH & AILERON: Sta. 5 E80 - 9+4 HORIZONTA VERTICAL SCALE:1" CALE: 1" = 20' ' EXISTING GROUND AT CENTERLINE 0 0 m - - - - - U' - - STA: 6+00' (ALTITUDE) 0.50% STA: 6+00' (KEKLIK & AILERON) PC: 8+28.33 EL: 2529.55 LPT: 6+68.33 PROPOSED GRADE AT CENTERLINE 6+00 EL: 2528.75 2528.41 1 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING I ` PROPOSED 12-IN STORM OUTLET CROSSING 2524 2522 O cq n O O c6 O�6 O c6 O c6 N N N N N N N N N EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE OD m Ql �;; TO N C7 N LLq M O W�i; O M N M N N N N N N N N N N N N N N N N N N N 2536 2534 2532 2530 N 2528 N a0 w a 2526 r1911 2522 N Qj N N N N Qj N N N Qj N N N O N N O N 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: VA WJ LAND GROUP 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2% MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". _ Ca 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. _ 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. • 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. M 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. W 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. E J 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. :N9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE _ INFORMATION. Cn cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O Cc � o coo ECJCC) a00 _CmZ a cC Ln acy)� _ m Revisions Z 1. ,ZONAL EN tV G1 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile N Keklik Ave (South) omLL C4,03 �s _ THE ¢ Sheet Notes:��, IAN 20% 20%%' 3 ¢' 4"PIRR 4„PIRR - �� //,�� \ I APPROVED - -- �� 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r� a�1e osrz5rzz TBC:2528.50. 12W UJ - TOA:2528.50 STA:10+79.79 OFF:16.50'R 7 STA:10+79.79 OFF: , LAND o � � 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO ruo ��m'9 \ m 1 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN =■ ' GROUP i STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS 1 ®� 1 5.2 I W 5.2 1 ARE PERMITTED WITHOUT PRIOR APPROVAL. LPlFBC:2528.42 I - V _ LP1TBC:2528.42 STA: 10+95, OFF: 16.50'R m STA: 10+95, OFF: 16.50'L / 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ' I Q \ \50 / B3 L47 B3 L48 B3 L49 B3 L50 N APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, / 5.1 1 i V - 1 ` ti5s,ao0-sF5,o00-SF 4,955-SF 5,640-SF B3 L51 CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE LO _ / 5,152SF PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF STA: 11+30.33, OFF: 16.50'RSTA: 11+30.33, OFF: 16EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE / FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS TBC: 2528.59 Z 1 TOA: 2528.59 _ _ / I A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. in rn N cn ', n THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR V o .m Ir J.'_ , m o r �? m �?o rn w u�DIG-LINE (208.342.1585) FOR FXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO S O N ' Om2.D% 2.D% N �O C1 h Z N �O7 N �p N �p z .n r .n N �n �n r u� �n N "� DIGGING. I N Nr ' Ci iy' N m LL U LL c.i u=I CJ u= B3 L52 O m0 m Imo U� r r I ti r _ 1m o m p ao ¢ r 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR S o o I of w � 6,042-SFO a I ,,, � i N � - �„ a ,� �, ,,, FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED +R27' `� + = "' + "' °D `� WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 4 --------- e^^ .--- ---- ---- ----- �-------------- rm a1 - - - - - ¢ - - - - m -¢ a - hti y 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, 4.1 vri ti r ti r ^¢ \ cL .�co CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT r � 9 3 a m m m m MATCH PLANS. rcc W W W N N N \ 1 4.1 _ ------- -------------------------�------------------------�-----------------------------------------------------X6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION WWWWWWW W W WWWWWWW -',�\yeCONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 0'(ALTITUDE) BEGIN 6.1 6.3 6.2 ENDN6> 0'(KEKLIK&AILERON) - - 7+00 - 8+00 W ALTITUDE ST 9+00 � 3 10+00 \\ Pedestrian Surface Construction Notes: - __3S \ S SS IS -~SS SS SS SS "" "" SS SS SS SS S SS SS SS SS-^v iS SS \ 5\ s' BEGIN 6.1 6.3 �- SEE INTERSECTION � � � � M \\ \ 9 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS 253 STA: 6+93.50' (ALTITUDE) ``252 DETAIL 4/C4.51 FOR N �I o SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN STA: 6+00, OFF: 16.50'L 6.2 END 0 4 3 STA: 11 +73.83' (MAGICAL CREEK) 9 PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE / TBC: 2528.34 MORE INFORMATION r 2529 NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ------------ - ---- - - ------ ------------------------------------------ --- ----------------------------- ---------------------------------------------------- ---------T ---------- \Sg / w\` 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE N_ N I �_ N m N_ GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE R/WPEDESTRIAN RAMP (2%MAX). h --- RM - o ---- u?-¢_---- b h ¢-- u�'S h umi \ R43--, m----- --- ----- ww ----- ------ ---- ww -------- ------ -------- s; � m , � � - - - - - -m - � � m CO� m yoQ i Roadway Keynotes: -O LL LL LLILL o o �ILL 2530 N - o p o / �• \ \ \\ 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE o co 0 0 o _ o o ^ LL o o \ INFORMATION. TBC: 2528.69 d �? cop o h c' M o �n co �n ai o M N �n �n p \ `\ \\ STA: 6+68.33, OFF: 16.50'L m r o N m N S� of N v N o N c N of N ZA h' 1 Ncn Nco rn mr O m Nco mr Nco mr Nco �oi 0 v + N + + + + N I. ; + C4.50 N + N + n + N / + ry� L / 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. N (O CO Nm Nr \ Nr ^ Nm mm NO) � / N� CRg65 \ 1 �a r p it � � � ��■ ¢ I 8' B4 L8 B4 U C ACHD EASEMENT 5,000-SF 5,000-SF I I I ' II I B4 L9 v I I 6,328-SF I Roadway Plan and Profile - W Altitude St I 2534 2532 2530 2528 2526 2524 2522 8 x (M _ o Horizontal Scale: 1" = 20' 5+80 -11 +20 HORIZONTA VERTICAL SCALE: SCALE:1" 1" 20' m ? Ci ¢ C1 �( 9 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE m r tip m r b y a r m r y m r Qf g 5 \ 1 RED/WHITE DIAGONAL DECALS. NO PAINT. r m r m x m r m / r w �. 5 �St�rA_ \\ \ P63• \ \ 1 1 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE / P STA: 11 +00' (ALTITUDE) $ I ) THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL O / STA: 9+06.09' (ALAMEDA CREEK) � \ DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN \ B4 L6 B4 LS B4 L4 B4 L3 B4 L2 B4 L1 / '1 'i 6.2 BEGIN II II THE FUTURE". 5,OD" \ 5,000-SF 5,000-SF 5,000-s � 5,000-SF 4,958-SF 1 BEGIN 6.2 1 4. PEDESTRIAN RAMPS AND DRIVEWAYS STA: 8+91.89, OFF: 16.501 6 3 STA: 8+9 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. _ \ LP/TBC: 2528.53 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. i I I 5.2 6.1 END 5.2 I 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. y I I I 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. N \ N N I END 6.1 I 5. STORM INLETS / 2530 I 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. B4 Ll I ¢ I 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. CIO 15,780- F C4.01 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 0 20' 40' 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) W SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. E J 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE am_ INFORMATION. CAI m 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER O = MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. � = o E co aM a CD o Z cC a m a �� m� m� n N m J C7 W N R +m PROPOSED GRADE AT CENTERLINE GB STA: 6+00 N m J C7 W EL:2528.41 - - - - - - - - - - - - - ----- - - - - - - - - - 0.50% STA: 6+00' (ALTITUDE) STA: 6+93.50' (ALTITUDE) PT: 11+14.21 STA: 6+00' (KEKLIK & AILERON) STA: 11+73.83' (MAGICAL CREEK) EXISTING GROUND AT CENTERLINE N EL: 2528.59 rn m N + N w d PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE m m m O W� m� m p0 r� r ;S m r m N m Z; m ZT r r tD m� m r cR m m �, m Q m M O� N W W O O m r m r r N O M o� oo6 o oo o i �o �oo o'; �'; o � o 0; o c o c o � o � ��i o 6 o � �� o � o � o � o � o� o� o� o� M N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M N M N M N M N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ALTITUDE: ' Sta. 2534 2532 2530 2528 2526 2524 2522 1. ,,ZONAL EA, a, 68 s 04/07/2022 0 J�Te of 0P� 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile W Altitude St rys 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 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 �s 5,000-SF \ 5,000-SF i 5 APPROVED oWrz 22 \ ay TB +8$29 ueucern �m,A C4 07 I \ ?529.25 OFF 76.50( C 0 s� STA: 6+89.80,OFF: 16.50'L TBC:2529.50 _ y STq:6189 \ \ C� I 2.0% .80OFF 16 TBC:2S 50-R \ I {T` �V IIII� ��?950II�IIII�IIII�IIII�IIII�IIII�IIII�mmm IIII�IIII�IIII�IIII�IIII�IIII�IIII�mIIIII�IIII�IIII� I Ell � III m I v y29 I M �V B3 L31 SS„b I B3 L44 B3 L46 j �� I �I y 5,000-SF I m SEE INTERSECTION SS..b 5,000-SF 5,000 F ?s I Ss" DETAIL FORM1 FOR I rn BEGIN 6.2 I I SEE INTERSECTION MORE INFORMATION I II � I N 9 n o o o v a 6.2 END � I � � DETAIL 3/C4.51 FOR � ,�, � �, N � N �-+ 1 ST 6.2 END MORE INFORMATION m �' r _ �' TBC: 7+37, OFF16.50'L STA: 6+43.50, OFF: 16.50'L 6 3 STA:m6+43.50, OFF:16.50'R N .. N - - - - 2529.03 �' 6�. TB C: 2529.22 6.1 BEGIN I TBC: 2529.26 Oa o o o 0 0 o Lt m o '1l I I 6.3 0 r_ r r l q'j STA: 7+33.29, OFF: 16.76'L 8 STA: 6+39.80, OFF: 16.76'L r STA: 6+39.80, OFF: 16.76'R °L O i o C ri 6c 9� x8 \ tih�6h °° M ^ rn -c? �X 6.1 BEGIN S2� 33.b -TBC: 2529.07 VEND 6.1 TBC: 2529.09JId,;`pQ�F. Hl11 N HHId b o+ s?8 'o' I tTBC: 2528.97 OS 9� �p��ss \ B3 L45 0+0+ o+ ¢ H p� o i \ 41 \ 1 �P uri � vri 5.2 4.1 M b M _(A- M M M -M-M- M M M M M � M M I y 5.1 0 o STA:6+93.50' ALTITUDE LJJ STA: 9+26.83' (MAGICAL CREEK) N I (ALTITUDE) 9+00 STA:6+00' BEC 3 1 10+00 11+00 STA:11+73.83'(MAGICALCREEK) ( '� N MAGICAL CREEK AVE _ _ ss cQ SS SS S ss 6 S SS S :m- � SS SS SS SS S / S SS SS SS SS ~ 5.1 2529 r 2529 0 0 OS OS OS N OS / N I J 4.1 6.4 4.1 h 6.4 / h ^b9, 3 ----------- - ------------o - -----Q r----------- YS-- c I rn 5.2 5.2 W �' / -M/H ��A5R R7 Q 4.1 4.5' n �o - rr - o o m ru�i m '`�• �' M„L \ 4.2 I CaD N �� % 1 \ W I rn M N m 2526 ` N M / STA: 6+50, OFF: 1650L m TBC: 2528.59�� moo C450+ / ++ 2527 NW NW N+ - - m - - - - - - im N so m � I I g p I Z 1 I � LP/TBC:2528.35 I I STA: 6+00, OFF: 16.50'R I - I 0 20' 40' Roadway Plan and Profile - N Magical Creek Ave (South) Horizontal Scale: 1" = 20' 2536 2534 2532 2530 2528 2526 2524 2522 N N MAGICAL CREEK: Sta. 1 +60 - 12+100 HORIZONTAL VERTICALSCALE: SCALE:1" 1" = 20' ' 0.65% M 0 rn of (n N m C7 W STA: 9+26.83, (MAGICAL CREEK) STA: 6+00' (BECKY) -0.50% PROPOSED GRADE AT CENTERLINE -0.50% ------r-- ---- ,� M rn ^ o� +m r� m m U' W C7 W - 0.50% STA: 6+93.50, (ALTITUDE) STA: 11 +73.83'(MAGICAL CREEK) EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE F AT CENTERLINE (q N ^ �2 Ql -I O O r [2 N C'�J - V - (O - W O N N O T OD ^ m LLJ T m � c6 O �6 N cc; N c6 N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 2536 2534 2532 2530 2528 2526 2524 2522 8+60 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+40 11+60 11+80 12+00 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: V14 LAND FEW GROUP 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2% MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE REO/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". Ca 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE"A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. 4.2. INSTALL PEDESTRIAN RAMP TYPE' G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE'H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. • 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. M 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. W 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) CIO SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. :N9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. C11111112 cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER = MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O cc � o � CD a 00 a Z cC t- aC-)� _ �� Revisions Z 1. �SZONAL EN tV G1 68 1 04/07/2022 0 TgTe OF \OPT 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile N Magical Creek Ave (South) omLL C4,05 �s B3 L32 11lc: 5,0� 00-SF-3F 5,000-SF / IF APPROVED I ~O 1 r / eWs2z I I n,,E 3, OFF: 16.50'L STA: 11 +84.03, OFF:16.50'R. - 2528 A 31 i MI. I. a HP/TBC:2528.31 \ STA: 6+89.80, OFF: 16.50'L li STq:1r+8 , TBC:2529.50 I 0.33, OFF v 1 16.50, 33.OFF :16.50'( �,. i TBC:252829 2527 11NId„Y C4 8 I s� 1 \ I I B3\L30 / S�6 \ B3 L31 I SS"b I n SS" 5,000--\SF I \ \ 5,000-SF BEGIN 6.2 I F �S28 \\\ a I m�mi s?9 ' wii wi\l1 40 34.03, OFF:16.50' \ l / Z STA:11+ TgC-2526.O6 \ N -- W N -- _ N .. STA: 6+43.50, OFF: 16.50'L 6.3 U� U� �ULE 3, OFF:16.50'L 1 8 a m o N m MC) fj TBC: 2529.22 1 STA: 11 +30.33, OFF: 16.76'R yti�yo`-� ¢~ o ~ a 1 TO 9 1 3 END 6.1 1 T�:2527.98ja10F� ------l1NId�\\ --- +- \� alll- -OS--- OS9?s?09� �'ISBC:25 J6.76'L y 2 x�O, O,eFj6s-- /7.1 3, OFF:16.50'L 1 `Q O� o IFFT 4.1 I i I 4.1 I M M M M 5.2 M M 52 /M- - M 4.1 M 1 M M M M M M �% M o��,- o 51 \X 3, OFF:16.50'L 3 6+00 �, - 8 i00 r _ _ _ _N _ N MAGICAL CREEK AVE _ _ N _ A _ SS SS SS cam- S SS SS i `ASS SS SS SS SS �^ SS S; STA: 6+00' (MAGICAL CREEK) y OS OS N OS OS - �l N I 5.1 2529- STA: 10+90.53 (KEKLIK /PILOT) 5.1 51 U 2528 6.4 4.1 5.1 SS„6i / by - ---------------- ----------------- 33 OFf, 76 I 5.3 i qr - -- 50( 4.1 s NJli M/H M/!1 m1 4.1 I h?) T90XQ? / --,- o > n 2527 � n 4.1 6 n - dL dL i F:16I .50'L i STA: 11 0+4703,_--- -----j---p--/-----rw-------- m o^ _-v�o � LL 41 � Nm MmO(h7 i NNm M3,OFOFF: 16.50' TBC:2527.61-25252SEE INTERSECTION+I1 "_ N 1 - - -2522527DETAIL2/C4.51 FOR STA: 10+37.03, OFF: 16.50'R + N - - - - - ---MORE INFORMATIONTBC:2527.57 WMOm -- C4.50 --i L50 I C.10 -qq pp- � o 3, OFF: 16.501 6.2 I END m n / 6.3 db i a i 6.1 BEGINASTA: I / i 3. OFF' /6 5.2 1 / i S S 9+95.33, OFF: 16.509 t TBC:2527.34 , J, 11-fz. 1\ 7 1[/- F Roadway Plan and Profile - N Magical Creek Ave (North) 20' 4 Horizontal Scale: 1" = 20' 2536 2534 2532 2530 2528 2526 2524 2522 2520 [D N 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 HORIZONTAL SCALE: 1= 20' 2536 2534 2532 2530 2528 2526 2524 2522 MAGICAL REEK: Sta. 5+80 - 8+810 m rn o Cn N + OO m J p V 6 ll.l Q N PROPOSED GRADE AT CENTERLINE m� �w STA: 6+00' (MAGICAL CREEK) STA: 10+90.53 (KEKLIK / PILOT) 0.65% -t00% EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE M V^ u� cc!T O N N th m M r O m O co cri co m r- m m r- m r` r• r- o oo r` � r` 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 N N N N N N N N + 2520 O N N Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: i LAND =GROUP Ca : am cn cc N C00 c 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2%MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-11326. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". _ 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. _ 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. I• 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. 1. �SZONAL Eq, 68 s 04/07/2022 0 J�Te of �oP� 9�ES W. vT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile N Magical Creek Ave (North) r 210 I li�t` APPROVED ChM, OW522 I I rvj ¢ I 4�ti9 33 L31 03 L32 33 L33 ?i9 33 L34 / 1 O 5,000-SF 5,000-SF 5,000-SF 5,001-SF 5.1 5.1 �� ------ - XCq (n �� NJ OJ mJ ICJ i- NJ nJ so D Lq of U� of ,n of q CO,n,r"i� u"im uN'i� ��. w uN-i6 h o o rn m N .. N N I 3 D "Ud: U m0p]O (D m0 �N m0 m� N O t w CJ L ZVI 4.1 ~�~�� ~� i aN ~� o ~� N I - ¢ b L U 4.1 \ 4.1 � ►� 9 LU I W BEGIN 6.1 / cc 6.4 C) 6+00 , m l y J µ S SS 6.3 A STA: 9+26.83' (MAGICAL CREEK) c STA: 6+00' (BECKY) CD Q 0END6.1Z 4. I m Be L35 5,666-SF SEE INTERSECTION DETAIL 3/C4.52 FOR MORE INFORMATION 33 L36 4,868-SF A Q. O N N " J uOS ULi: Ill■��J�ii■■_ �,�� ,��_ ��, � 1�___ D�20 v v v 1 v v ----------- -------- ------------- -------------------------- -- -- ------ ----- - --------------------__ 6.2 END W W W W W �t IV- W W c - w --- N W BECKY CT N 8+00 2Sz 8 7+00 � � i SS SS + rt SS SS�T S -�M -� SS SS 6.2 BEGIN 3 3 ' - ^d N LLo p I O p w i I cmLq O rn cD U h Q Ieo s (n �Nm NO NO m� 5.2 T 5.2 1 U9 I m- mr my r Q � gX I arm F-rn 47' R/W SEE INTERSECTION DETAIL s' 3/C4.51 FOR MORE 33'TC-TC " s? INFORMATION \ I r I js 90 so Q 33 L44 o I _ 5,000-SF I � I I I I SDI 405 B7 L45 SD TOA:2528.77 STA: 10+24,11, OFF: 16.501 I I � II 9r4 I I 1 m o I I : I 71TTOA:2528.64- 4''PIRP Roadway Plan and Profile - W Becky Ct Horizontal Scale: 1" = 20' 2536 2534 2532 2530 2528 2526 co 1. 2524 O m N m 4"PIRR B3 131 \ 4,63 OIJ _ s� �� w W --- - 0 5.2 w 9+00 D SS \ 1 sD I I I I --- D SD - SS SS 10+00�Y 5.2 ------ I STA:9+80.49 sw I C41 .50In ,2y29- i i I 151 . b Oh + \ ti~PP 83 L39 5,447SF .30 SD s / I I / / I / N � I No I 7 y I II Ia I m 33 L38 I 4,769SF I I I I 0 20' 40' BECKY: Sta. 5+80 - 10+20 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" O + M O C7 N N N N fD Q M N V + CMj Q (n •S N f00 O + O O� m N Q N G w O_ m J CDw Q N r,n In N m J CDw PROPOSED GRADE AT CENTERLINE m J 0.50% 0.00% 0.63% STA: 9+26.83' (MAGICAL CREEK) PC: 8+32.87 PT: 8+38.45 STA: 6+00' (BECKY) EL: 2529.17 EL: 2529.14 EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE Ql M O CJ M O t7 M CJ N N N N� C'7 M C'7 M C9 M C'7 CJ M C'7 r 49 N O� n � m O O C7 r 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 c6 m N N 6 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 2536 2534 2532 2530 2528 2526 2524 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: LAND -GROUP Ca Cn cc I c00 c CD Lo 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2%MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-11326. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". � 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. � 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. I• 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE IIIIIIIIIII 1. �SZONAL E4, a . 68 04/07/2022 0 sJ�Te of \0, 9�ES W. vT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile W Becky Ct omLL C4,07 �s I APPROVED I SD B1 Lfi u[C I 0525/22 - FUN 5,471-SF C4 0 I c v momI :,�m,�milmm TBC: 2526.83 I 1 STA: 9+00, OFF:16.50'R I I 8' I ACHD EASEMENT B1 L7 5,494-SF I / 2.0% I2.0% - I I 252� 33 L73 \ \ Q I I 5.000,SF W N N I N N N 1 1 m \\ Y I I I I 1 CLL�J NJ 6LL 6LL \ mll m0 m0 \ do �coCo N tb h v 1 ti a a rvvv 1 _ Qo. 4%v 5.2 n ss 4 ----- VE / / / I I I 33 L14 I I B3 L15 5,000-SF ) 5,000-SF / / / / / / (D O / 0 J 0 (OIJ 0 0 n 33 L16 33 L17 II 5,000-SF 5,000-SF n w N �o w\mcD 2528 m� r �W U + , > / 0 \ \ ------------------------------------ 41 ------------ STA: 6+00' (MAGICAL CREEK) ----------- S X. \ \ 6� BEGIN 6.1 \ 6.2 END W W W STA: 10+90.53 (KEKLIK /PILOT) _ W o " W W W W 10+00 6.3 11+00 W PILOT CT 12+00 81 La \ BEGIN 6.2 S SS 6'3 - - s s. SS SS SEE INTERSECTION ---A6.3 S SS S SS Co M- - S / 6,555-SF N \ \ \ 6.1 END \\ DETAIL 2/C4.51 FOR MORE INFORMATION END 6.1 6.2 BEGIN o ` 28 25 , N - �`�� ---- -- ------------ ---------- ----------------�--�- ---- -- Qry \ \ -------- -- ---- ------ \\ 5.2 W I \ Q h \ ¢ ¢ V I _ = R ¢ oups u�i h - L 4"PIRR 4"PI ac 4"PIRR --�e I Wi --- --- ,vil o-- -- ----- --- ---- 4.1 1 LE LL F- LL ii co\ l I I M p w to Ol t.�j c`? m t7 tiof M \ \ co I W _ I rn M cn ao w ai vro 2528-0 N+ N+ LU r N+ N+ p h N+ C 4. 5 0 N+ , / N� N� N� I I Nr N� x Nw C.Jr LLSN \ I I G Q �� \ mI I' \ � 9w 6• I � rn x rnCC � rn 2534 2532 2530 2528 2526 2524 2522 2520 l0 N \\ N x 'RV CAS?, �2'(�/ \\ B3 128 /5,000SF 5,000-SF \ \ ,S;000-SF "Oft6 Imo,IN mt'mmm \ C4,06 I / B7 L9 I cn / 37,754SF Roadway Plan and Profile - W Pilot Ct (West) 20' 40' Horizontal Scale: 1" = 20' KEKLIK (NORTH) & PILOT: M M O + � � M v + °D Q y N N m C 7 W m J G•3 W 0.50% 0.50% 0.54% --------- STA: STA: 10+90.53 6+00' (MAGICAL CREEK) (KEKLIK /PILOT) PROPOSED GRADE AT CENTERLINE ---- ---------- ---- -------------- - -- ---- ---------- EL: 2527.41 - - - - - - o^ uS J W TN U fl EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE aD r6 � m N N O� O 6 cn N N O O r � N N Ql � � N N N O N r � N N M O M r cn N N M r V r � N N u') r m N N fD V r � N N f� M r cn N N O M r cn N N W V r � N N ,f) u-! O � m N N t2 (O � � N N m fD N � � N N Co r � � N N m r N � � N N W r � � N N m fD O � � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Sta. 8+80 -12+60 HORIZONTAL VERTICAL SCALE: SCALE:1" 1" _ 20' ' 2534 2532 2530 2528 2526 2524 2522 2520 T uNi N 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+40 11+60 11+80 12+00 12+20 12+40 12+60 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2%MAX). Roadway Keynotes: 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. THE LAND -GROUPca Z O _ y _ y y n _ O � 0 E coo a00 Z cC a a cy.)� Revisions 1Q 1. ,,ZONAL EN 68 s 04/07/2022 0 J�Te of \0, 9�ES W. vT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile W Pilot Ct (West) � IJ , APPROVED oh1E OW22 , FLLNIMBFA: raaar , B3 L17 B3 L18 L79 5,000-SF , 5,000-SF 1,000-SF � J of o0 of N� w N¢ NLL 2525 4D W r M p � N � ,2 M2 x U - - - -L- ---- ----- ---- 2534 2532 2530 2528 2526 2524 2522 2520 <D N u> /---m W ----- W V1 W W -W 13+00 W PILOT CT - SS SS SS r SS SS - B3 L20 5,517-SF 83 L21 4.B75-SF � J j m O �o � � r 0 MInl 'CC n o 8 N ---------------------------'3 ----- ----- ------ -'-------------------------- 0 0 00 ^�M NN , Nr UQ mQ m N h B3 L28 00-SF Roadway Horizontal Scale: 1" = 20' - -- - - - - - --�t -- ---t-_ _ Lim STA: 13+72.96, OFF: 16.50'R i � o TBC: 2527.36 c STA: 13+78.55, OFF: 16.50'R C4.50 N + TBC: 2527.34 STA: 13+83.54, OFF: 16.50'R / TBC: 2527.31 /2y21 / / / B3 L27 B3 L26 / 5,000-SF / 5,044-SF ?S"8 Plan and Profile - W Pilot Ct (East 4"PIRR \ I \ \ \ \\ „ R 1 \ \\ \ \\ \N NI \\1 N 83 L22 \ \ N I 4,850-SF I I \ cv- B3 L4 W -------- -----•------- -- 9rr W 14+00 W W N ISI% W w _ �S 0 1V SS` SS -W SS 15+00 / SS SS 5.2 ___ SD SD S SS KEKLIK &PILOT 6 STA: 15+20.31, OFF: 0.00' SD c, w O. O \ of ryN+b \ c= N + I \ CJ B3 L25 5,385-SF SEE INTERSECTION _ U DETAIL 2/C4.52 FOR MORE INFORMATION -I m cs 6- c-j 5,527-SF CD _ / / 216,936� + 1 / / 5� 1mImt � I �C O N -- N_ LL Im X \ I ry/ I I� I 2527- II ' a_° 0 20' 40' KEKLIK (NORTH) & PILOT: Sta. 12+20 - 15+80 SCALE: 1" = 20' HORIZONTAL VERTICALSCALE: 1" = 2' N R M N + �2 LL + ro �uN r W C7 PROPOSED GRADE AT CENTERLINE m cv W 0.50% 0.57% PC:13+72.96 PT:13+78.55 EL:2527.43 EL:2527.40 EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE O QI aD r f0 w �' w 49 V M �' rn N T' o Q' o O r o �' w N o w V u'1 w ao ao <D N N tp N N tp N N cp N N tp N N r tp N N r tD r tD r tD N N N N N N r <O N N r N N r N N r N N r tD N N tD N N tp N N tp N tp 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 2534 2532 2530 2528 2526 2524 2522 2520 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: -\ or 16M, � if WE LAND nag.MGROUP 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2% MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". Ca 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. INSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. • 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. M 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. W 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (AIDED SUPPLEMENT) Cn SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. E J 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. Cn cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER Ir MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O o � t � CJ a00 a Z cC Ln aC-)� _ m� Revisions Z 1. �SZONAL EA, tV G1 68 s 0712022 0 JgTe OF \Opp 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Pilot Ct (East) `DlQ i2 , r: 16.50't M l / <op�y er11_�6.50-L 4.1 H APPROVED a I� W it STA. 73.SpOFF r �V / 4.1 I Ohre osrz5zz g�' TBC. 2526 m ACHD EASEMENT STA: 10+47.03STA: 10+47.03, TBC:2527.62 \� SSb SEE INTERSECTION 32 L2 I I �9 L11 83L13 - 5,o00-SF SS s,00 F s,000sF DETAIL 2/C4.51 FOR STA: 10+37.03, 7 C41I1 i cam, MORE INFORMATION C .0 m7i OF 1 �� / mi i m I BEGIN 6.2 1 6.2 BEGIN - / I 6.2 END STA: 6+63.50, OFF: 16.50'L STA: 6+63.50, OFF: 16.50'R / STA: 10+15.33, OFF: 16.50'L � I i TBC:2525.62 TBC:2525.62 TBC:2527.45 6.3 1 I Hald„Y 881.. 6.3 d16 /---------------� I I ----------------- �� r o 6.1 END / / / - - - - - __ _ -STq, g 6.1 BEGIN 6� I ----------- \� 5.1 END 6.1 5.1------------- z / TB�•252�5330Ff 1I N 5.2 / N.. o-- w i3q 6.50( o} LL �- - - - ex i s- - - _STA: 6+43.50, OFF: 16I50'L • STA I6I+43.50, OFF: 16.50'R A - _ m I B3 L72 STA: 9+95.33, m0 I -> >' I O --- W I/-- - 0 2523 3,91 �6 gs�TBC: 2525.41 ' TBC: 2525.42�1° o� 2524 828SF - 2524- - + 2 - s o Ci 2525 - - - - � _ / \ 2525 / 6.1 / -- END -2526--- SS ---------- jG --- i - °1---- 2526 -- _2525-4.1 x - - - ---�--------------------� 1 --- 4.1 9 / 5.2 9?j 5.2 /----5.2----------------- ?52j�j ST l EGIN 6.2 9 � M M o M M M M M n STA: 7+23.50 M M M M M M 6.1 BEGIN m M ' (KEKLIK) - N - I - - - -_- 55STA.6+00(YOKE) B+DD N KEKLIKAV6+00 /7+00 E 9+00 SS SS SS SEE INTERSECTION - SS SS SS 9?5 S SS -is SS SS SS SS -o SS SS SS Ss 6.2 END DETAIL 1/C4.51 FOR / 3 ? 8 41 o MORE INFORMATION I _, 7 ---- ----- ------------------------ 5.2/ rL ------------------------------------ - -- -- - ---- ------ -- ---- -------------------- ---- ----- 5.2 5.2 i e -- d / o � ww m o---------- o-- o o m - uu'' �----�-------- ---- ---- --------- / o LL w 2527 / a 'NO mC, O NO �n� -O 00 eD0 tD0 to MCD N } V lD n W O r N YJ OD Q OD S 6, ro 0 0 o M o � o 2534 2532 2530 2528 2526 2524 2522 2520 2518 N N �+ in+ ice¢ in+ (D in+ N n N + n N + in+ n N i�d n N + in+ aD N aD U N + O r �a m� �d ga m� m� ga ga m� �a ga Cr \ 81 L8cc! v \ 6,555-SF \\\\2527 61 L7 / 37 L2 81 L3 37 L4 37 L5 I B1 L6 B7 L7 -� � \ 5,507-SF / / 5A SF 5,487-81 5,481-SF 5,476-SF I 5,471SF 5.494-SF \ / � I I Roadway Plan and Profile - N Keklik Ave (North) 20' 40' Horizontal Scale: 1" = 20' ILT: RONIN�NnOTH& PILOT: Sta. 5-+ --1 0-V, O r` N (n N m O _ -) -0+_4 N8 0 ORIZONTA VERTICAL SCALE: SCALE: 1"20' 1 ' 2534 2532 2530 2528 2526 2524 2522 2520 2518 U) N 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 Sheet Notes: Ca -, �� .�, �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � � L A N 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO • • STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS -GROUP� ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2%MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-11326. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". _ 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. _ 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. INSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. I• 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. 1. ,,ZONAL EN 68 s 04/07/2022 0 J�Te of 0P� 9�ES W. vT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile N Keklik Ave (North) omLL C4,1 0 �s DWIuDIA APPROVED OAR OW/ 22 I tIt- I I � I � I I I I I I I 2.0 % 2.0% I I 1 iiW I I I I � I I I I C4.10 I M I I I I SEE INTERSECTION DETAIL 1/C4.51 FOR MORE INFORMATION I I I. I t I � � I � I � - � Q�1 I I W I C I W I I �C 6 +00 I I B2IL1 I B2 L2 I tiy�6y0�( 5,000-SF � I O�. O �J C�J I N� NCp J I N� ULL C]LL \ mp � HO C + + \ ---- �_---------- V/ m W END STA: 7+23.50' (KEKLIK) I STA: 6+00' (YOKE) ■ v W W W 6.2 BEGIN 7+00 6 S6.2 - - SS SS SS BEGIN B2 L3 "B2 L4 5,000-SF / �,000-SF J O M U 2127 o d � - - - - - - - - - ^G---- ----- FVV m n ------- -- - ---------------------------------- W W WSW W W N 8+00 SS SI SS SS SS OU�N W N o 0 0 1 o nLL-2527 y� I 5.2 5.2 c]"a 7.i¢ my 0 IN IN� ix l \)Nii mi I m m m m �,p�0y � I 'N. 0 I O� I B3 L B3 L10 sF 5,000-SF I cV I n"P n I II I I I I I I I I I I Roadway Plan and Profile - W Yoke St (West Horizontal Scale: 1" = 20' 2532 2530 2528 2526 2524 2522 2520 2518 N N / \Sa B2 LS B2 L6 B2 L7 \ 5,000-SF 5,000-SF 5,000-SF mp -Mo- ao w Ho \ mp U C-5 f ¢ + - f wrN�_------ - - - - - - - - - - - - - - ----� ----- co71 ~ U y n <n m 5.2 W N W W W W W VY W W YOKE ST_ 9+00- __- S , M SS SS S Su SS SS SS 3 2526 So S SD w �Q rn Q C]C mQ\ mQ 2526 - T :I® B3 L6 5,00MF 51 SF 0 20' 40' 2532 2530 2528 2526 2524 2522 2520 2518 N N 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 YOKE & ALAMEDA CREEK (NORTH): Sta. 5+80 - 10+00 HORIZONTAL SCALE: 1" = 20' VERTICAL cc CALE: 1" = 2' +� O N O O N m C7 N W n cD N + r u] (n N CW U PROPOSED GRADE AT CENTERLINE STA: 7+23.50' (KEKLIK) STA: 6+00, (YOKE) 1.00 -0.50% -1.0o% EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE N N N O) N N n N N 4'1 N u') O a0 T O T N T R N LL] N O a0 M r a0 M O a0 M N] a0 M V a0 M M a0 M N W M � a0 N O a0 O] a0 a0 T a0 O r O O O O O � N � O N O N O O N O O N O O N O O N O O N O O N O O N O O N O O N O O N � N � N O O N N O N N O N N O N O N N N O N O N N N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N O N N Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: t% r - . �N �� top,WE LAND GROUP 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2%MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE REO/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". Ca 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. • 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. M 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. W 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) WSD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE IIIIIIIIIII� INFORMATION. W cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O Cc � o� ImmCJ t � t� a c coo a Z cC Ln C-)� a m Revisions Z 1. ,,ZONAL EN a . 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Yoke St (West) CU I \ GIPo APPROVED rw 12"GIRR 12"GIRRIVA rt� ChM, osrzs�zz \ 4"PIRR \ N \ � N N I /I m 32 L9 I \ 32L10 5,[F I- - 5,200-SF-3F I {.101-3F r I \ \ \ \ � �o ui uoi �� ui- N^ Nm �'N 6 \ �! c Fo moCD vp m o o J C. M + + \ ! � -1 4"PIRR I \ I \ \ \ 12"GIRR OC ex3, J ?S2 \ m u' 68G N \ �m N . mo 0 0 ------------------- -------------------- ----------------------------``--------------------------- -00 W W \ W W W W W VV W W+ W W W -END 6.2 6.1 BEGII 1" 10+00 _W YOKE S_T w 11+00, N 6.3 \ S SS a a S SS SS - 6.3 - SS SS SS _SS_ SS S su - SD SD N ■ END 6.2 \ Iff 6.1 BEGIN END 41 SD so so D SD �NTSD SD ND 61 so 1 r I I I I f 7 3 awls � 12'GIRR 82, OFF 16.45L L - � I I I o ' 2„W o I I OFF 16.50'� W I � \ Q I z 1 i IW 3 SF y I \ c I \ V LU I ' IM�ISS I OFF J Q j 1� Z I \/ 3 I � I / S9N I / I / I I i R2j i I 7 \1 se d Iln \ 12"GIRR STA:13+24.73, - : 16.45'RIRR � � TBC: OFF2s97 ;., +37.05,' TB�� !1$5 4.4 2 S26B0 1ti X L y uoi uoi uoi � \ % -----------m.----- - `�--- co ----m---------- ---- - - - - - m--- LL rL C) \ rL - -^ , - \ \ + ------------- 2626..AU ^ Roadway Plan and Profile - W Yoke St (East) Horizontal Scale: 1" = 20' 2532 2530 2528 2526 2524 2522 2520 2518 N 03 L3 5,378SF I 4.4 / I / I S 9 / p "GIRR I 12"GIRR p9 \ \ \ B3 4,594 - 5,000-3F 0 20' 40' YOKE & ALAMEDA CREEK (NORTH): Sta. 9+80 -. 13+60 20' HORIZONTAL SCALE:1" VERTICALSCALE: 1" _ ' + � N m G•S J W 7 m N PROPOSED GRADE AT CENTERLINE 0.89% - .... ... - ---� :: -0.50% --- �� o C-9 r M m + N J H cE N � EXISTING GROUND AT CENTERLINE J U W d PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN IRRIGATION DRAIN CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE I m o � m o m m o ,cs m m v m n co m rn v u-i N co m m m rn m v uy N m r o o rn r o � m ci N c v � m m u-i N N m v N N u v N N v N N m v N N m v N N m u-i N N m u-i N N m u-i N N co co N N co m N N cd m N N cd cc N N m N N r• N N r` 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 2532 2530 2528 2526 2524 2522 2520 2518 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: \% 'r��, i� � ,,E- WE LAND nag.MGROUP 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2% MAX). Roadway Keynotes: -0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE INFORMATION. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN O THE FUTURE". _ Ca 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. _ 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. • 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A. M 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) SD-601. W 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. E J 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE _ CC MJ GRADING DETAILS FOR ELEVATIONS. n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE _ INFORMATION. 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O Cc � CD CJ QJ C-) CC) 00 _CmZ a cC t- C-)cc� a _ m G Revisions z 1. �SZONAL E4, tV G1 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Yoke St (East) osLL C4,12 �s APPROVED CAM. 05nW2 FUNUNPFR:�- r 0.01 0.22 I I 10 0.66 0.87 0.77 0.58 0.68 0.57 0.99 I I I I I I I I I I I I I 2.31 0.46 0.00 0.71 i O 15 0.45 I) 0.12 0.32 Oi 52 1.05 0.86 1.26 Aff.45 1.13 0.94 0.79 1.02 1.26 0.40 0.16 0.48 0.19 0.33 - R/W R/W R/W 0.24 0.33 0.44 0.32 0.76 1.28 1.48 1.15 0.88 0.74 0.66 0.55 0.81 0.38 0.13 0.02 1.05 ---- -- -- 0.17 0.34 10.40 i I 0.11 0.26 0.30 0.13 0.09 i 0.21 i 0.07 0.15 0.06 R/W 0 A 0.14 0.64 0.64 1.09 0.2 1.08 0.11 7 0.49 0.07 0.19 � 0.04 0.60 0 0.11 0.22 2.51 1/ 0.51 II 0.14 0.52 0.22 0.47 1.05 1.59 1.60 1.60 1.38 1.24 0.91 0.48 0.06 0.10 0.02 1.09 / 0.11 I 0.23 0.50 O0.24 0.37 0.48 0.90 1.14 1.17 1.06 _ 0.77 0.37 0.04 0.02 0.57 0.85 0.70 I 1.38 \ I - wW �/ I 0.39 0.34 0.16 0.36 0.64 0.96 1.09 1.28 1.15 0.82 0.38 0.06 0.64 1.26 1.43 I 0.15 / 5.18 0 0.9 R/W 0.66 . 039 . 027 R1W 019 0.23 0.23 TTJI�U-� 0.9 096 O-91 0.6 0.5 036 05 1.50 1.62 FO -9-21 1.27 1.27 1.30 0.93 0.82 0.64 0.26 0.10 1.94 ) 1.15 1.63 1.69 1.67 1.28 1.12 0.92 0.53 0.08 R/W 0.42 0.33 0.12 0.50 LO 82J LOAIJ LO 13J 104910.92 J 0.74 0.58 �'a 0.33 0.21 1.84 I I 0.80 0.88 0.44 0.29 a 1.48 0.82 1.19 0.74 0.07 1.09 1.10 662 1.53 1.58 1.86 111119 )=41i1D1:1 13=1 m7 ■ 0.47 1.91 0.19 1.84 l 3.11 170-81 0.78 0.70 0.31 0.37 0.47 0.73 1.29 1.28 1.43 1.11 0.85 0.441L 0.34 0.65 0.15 0.44 1.33I -' 1.45 1.25 0.99 0.63 0.82 1 0.94 I 0.82 1 O-A3 0.63 -r 0.74j----t- 0.71 0.06 1 0.19 0.15 0.02 0.26 0.70 1 .d 0.31 0.M 0.32 ID 59 0.22 0.13 0.19 0.33 0.52 010 Mass Grading Plan / Horizontal Scale: 1" = 70' /PROPERTY LINE RIGHT-OF-WAY I r" 1 S. I -10% GRADING 1.5% GRADING 5' SIDEWALK v_ ARIEs Typical Lot Grading Section 8 16.5' LANDSCAPE CENTERLINE TO BACK OF CURB BUFFER 0.63 0.44 0.44 11-11»�ww�WIMS CENTERLINE ROADWAY L i� 0.49 I 2.45 �I I 8.32 I I_ 6.47 T I 3.39 I 0.13 ' I I I I I I I I I I I 1 I I I I 1 I I I I I � I I I I I 1 I I I I I i I I I I I I I I I I I i I I RIGHT-OF-WAY 23.5' 16.5' 8 CENTERLINE TO BACK OF CURB LANDSCAPE BUFFER 15' 5' 1.5% GRADING 10% GRADING 5' SIDEWALK J PROPERTY LINE 0 70' 140' Legend: 0.5 CALCULATED DEPTH OF CUT FROM EXISTING GROUND ELEVATION 0.5 CALCULATED DEPTH OF FILL ABOVE EXISTING GROUND ELEVATION CUT AREAS GREATER THAN 1.5 FT ^■ I^I 111 CUT AREAS BETWEEN 0.5 AND 1.5 FT III 11�-❑JJJ CUT AREAS LESS THAN 0.5 FT FILL AREAS LESS THAN 0.5 FT ❑ FILL AREAS BETWEEN 0.5 AND 1.5 FT FILL AREAS GREATER THAN 1.5 FT �� V �� i LAND DW GROUP O _ y cc CO) y c cc CD co COD M co _ 0 CDco a _CZ Z 2 a In a C-D� � � Revisions Q 1. �SZONAL EN w G\5 C 04/07/2202222 JTgTe OF 4 W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Mass Grading Plan AMC, Scale: NTS APPROVED % �r oa,e e5125,22 LAND - {IIE NUMG R 0 U P BEP'.nzaz J ACHD EASEMENT 47' R.O.W. ACHD EASEMENT WIDTH VARIES* WIDTH VARIES* 1 23.5' 23.5' 1 2' BACK OF WALKWAY 5' 7' 16.5' 16.5' 7' 5' 2' BACK OF WALKWAY 1.75%±0.250/o2% 2% 1.75%±0.25% .I 1 — _-1-1-1-1-1-1 I_I I I I I-1I I-1I I_ I I I I I I_I I,_I I,_I1,=11,=1I1=1I I=1I1=1I1=1I1=1 .1I1=1I1=1I1=1I1=1I I- I I'- 5-IN THICK CONRETE _I -I I,_I I_1I1=11I 1 i=III=11 i=III=I11— SIDEWALK PER ISPWC (ACHD 2.5-IN ASPHALT CONCRETE 5-IN THICK CONRETE SUPPLEMENT) SD-709 4-IN OF 3/4" MINUS CRUSHED SIDEWALK PER ISPWC (ACHD AGGREGATE BASE, TYPE 1 SUPPLEMENT) SD-709 CURB AND GUTTER PER PLANS 12-IN OF 6" MINUS UNCRUSHED CURB AND GUTTER PER PLANS AGGREGATEBASE COMPACTED SUBGRADE SEE PLANS FOR VARYING SIDEWALK WIDTHS AND LOCATIONS WITHIN Local Road with Detached Sidewalk - Typical Section LANDSCAPE BUFFER 1 Scale: NTS O OC U ACHD EASEMENT 47' R.O.W. ACHD EASEMENT y WIDTH VARIES* WIDTH VARIES* 1 23.5' 23.5' _ 2' BACK OF WALKWAY 5' 7' 16.5' 16.5' 7' 3' 2' BACK OF WALKWAY m 1.75%±0.25% 2% 2% 1.75 I II1II IIIII - = II III=III III1—.II1-1I I- 1I„IIII 11= j II l l i—i I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I1 I I1 I I� III=1 I 1 I I1 I I1 I I1 I I111—I _I 2.5-IN ASPHALT CONCRETE - j=1 "— — = == i- N THICK CONRETE SIDEWALK IPER ISPWC (ACHD 4-IN OF 3/4" MINUS CRUSHED 5-IN THICK CONRETE SIDEWALK PER ISPWC (ACHD Z SUPPLEMENT) SD-709 AGGREGATE BASE, TYPE 1 SUPPLEMENT) SD-709 12-IN OF 6" MINUS UNCRUSHED CURB AND GUTTER PER PLANS AGGREGATE BASE CURB AND GUTTER PER PLANS y cc COMPACTED SUBGRADE Cc 0 SEE PLANS FOR VARYING SIDEWALK E c.D WIDTHS AND LOCATIONS WITHIN a° � Local Road with Attached Sidewalk - Typical Section LANDSCAPE BUFFER CD 2 Scale: NITS a c co c ) Revisions Q 1. J U 10, 10, 2% 2% il�llll�ll,i-� --illil �1 11 � I I I1 I - I I —III III III I I, I I I III III III III _ -I 11- ONAL —III 11 1 _ III IIII �- w55� ,S ENS '—i i I III —III_ 4 r 68 12-IN OF 6" MINUS UNCRUSHED 2.5-IN ASPHALT CONCRETE 04/07/2022 AGGREGATE BASE 4-IN OF 3/4" MINUS CRUSHED Jq esw.G COMPACTED SUBGRADE AGGREGATE BASE, TYPE 1 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Sections 3 Emergency Access Road - Typical Section Scale: NTS C4,50 APPROVED Chi OW22 ruMMi g_ I I I I � � I 8' ACHD EASEMENT' �I I I I I I I I 9 N 2.0% `� I � I o I I 2.0% I I I I I I I I W :Np LIP:25.38 I I I I a J � W ` 2525 Z I I 0 + I I I r` HP/LIP: 2 o I o I o I j I I I I I 6100 TA: 25.92 STA: 7+23.50 (KEKLIK) 1.1% I STA: 6+00 (YOKE) I I I I I I II lIII i0 26.14 To KEKLIK (NORTH) & PILOT 1'S STA: 7+59.65, OFF: 22.67'R 26.17 T1II1I I I I I N Keklik Ave & W Yoke St \ , / Scale: 1''=10' SD) I 1.0% I I I 8.67' ACHD EASEMENT WIDTH VARIES PER PLANS I I 29.07 MAGICAL CREEK \ STA: 8+90.72, OFF: 23.00111 \ I I \ \ 29.11 \ BECKY STA: 5+73, OFF: 20.98'L o\ I 29.26 \\ I 1.5% \ N N \ I \ I ---------------- 26.07 THR:25.91 LIP: 25.88 2.D% 6 2.0% I I 2.0% 2.0% o I yti I I � � I I ) II 8' L--J ACHO EASEMENT 25.80 I \ YOKE & ALAMEDA CREEK (NORTH)' -x* STA: 6+36.15, OFF: 24.64'L N. �i 0.5%- 25.54 � I 1.6% -�LP/LIP: 1� �1 W YOKE ST TA:25.49 1.0% aE N LP/LIP: 25.20 2.0% \ 0.5% �=FVW- 26.15YOKE & ALAMEDA CREEK (NORTH) 26 25 / STA: 6+36.15, OFF: 24.64'R 7 KEKLIK (NORTH) &PILOT - 1 STA:7+59.65, OFF: 24.64\L 26.22 26.29 \ \ s' \ ACHD EASEMENT \ 1\ \ \ I / LU J i THR:28.79 Q 1 THR:28.84 t e } 2.0% LY 1.9% o a o W r o c 8 I 7KIII C.) THR:28.81 4.6% THR: 28.82 J \ FL: 29.18 Ca �329 G �I G it I Z TC/LIP: 28.93 i 1.05 THR:29.15 o LIP:29.15 \ 1.5% ?o \ I o \ Zm)-�26.83 6+00 0.2% 1.5% (MAGICAL CREEK) STA: 6+00 (BECKY) LIP: 29.17 1.5% o / I\ / ------------- THR:29.18 THR: 29.07 I 1. % cc6 LIP/TC: 28.95 I I / 29.28 29.19 FL:29.12 29.33 29.26 t / o• BECKY STA: 5+72.92, OFF: 18.57'R N 1 FL: 29.14 I I I I Zan I 29.19 THR:28.87 THR:28.87 4.7% I I o1i 1.8% �� i �I MAGICAL CREEK o °°° o 2.0% o 0 STA: 9+62.95, OFF: 23.00'R 29.17 4.7% THR: 28.85 I o. 29.15 3 TA:29.11 THR:28.90 i 29.16 8' I LIP:28.82 ACHD EASEMENT 2.0% 2.0% I � I i I LIJ ram' N Magical Creek Ave & W Becky Ct I I 8, ACHD EASEMENT I 29.17 MAGICAL CREEK STA: 8+90.72, OFF: 24.651 \ I BECKY ,STA: 6+36.12, OFF: 24.65'L- 29.46 ae 29.39 90 �o / 10.5% 1 o L m I 0.1 % LIP: 29.04 / N / O N / N TA: 29.33 - W BECKY CT 0.5%% 1N to N LIP:29.04 _ 0.1 % \I0.5% 29.39 R / STA: 6+36.12, OFF: 24.659 29.17 >//// / MAGICAL CREEK 29.19 STA: 9+62.95, OFF: 24.65'L 29.24 I I 8' ACHD EASEMENT I U.07o C-Q� N - - 0.5% =.5% TA:27.91 00 11+00 -1 - N KEKLIK AVE - STA: 10+90.53 (KEKLIK /PILOT) STA: 6+00 (MAGICAL CREEK) N LIP:27.40 � 0.8% g 0.5%-- THR:27.47 -- THR:27.44 27.74 o ,\ HP/LIP: 27.49 W 0.5% oo ►� J 27.77 or Q � - 27.75 W 27.81 --� W KEKLIK (NORTH) & PILOT 27.48 2C.).6% THR: 27.31 THR: 27.32 STA:10+54.42, OFF: 24.65'R o °'° 1 MAGICAL CREEK C� STA: 6+36.12, OFF: 24.65'R 27.50 1 THR: 27.29 C� THR:27.32 27,54 /rl�GHDIEASEMENT 27.47 LP/LIP:27.18 LP/LIP: 27.19 Z A:27.48 I I I I o 2.0% 2.0% o I i 1.5% r,,N Magical Creek Ave & W Pilot Ct \ ` / Scale: 1"=10' ti`'ti a' I ACHD EASEMENT Jw 28 C28. I I I MAGICAL CREEK J 28.74 ' STA: 11+37.72, OFF: 24.65' / / o ALTITUDE / 4.8% - STA: 6+57.38, OFF: 24.651 28.72 28.79 28.74 28.72 9.6% / 0.5% LIP:28.37 � NI m} 0.5% TA:28.66 W ALTITUDE ST to 0 N N \ _0 TRi .40 THR: 28.42 ----------- - W I I a 2.0% I 2.0% �1C W W TA:28.66 � LIP:28.37 � I C..� LIP:28.37 I THR:28.44 J I THR:28.48 ae 1.9% 0 Caj 1.7% o 1T� THR:28.41 THR:28.46 Z I 28.46 0 1 0.5% 7z.-,�- 7+00 - I- STA: 9+26.83 (MAGICA5+00 STA: 6+00 (ALTITUDE) /2528/N 0.5% W PILOT CT tcli A J54 28.18__28.25.71 MAGICAL CREEK STA: 6+36.12, OFF: 24.65'L6727.61 2528-8ACHD EASEMENT U5% MENT EK2, OFF: 24.65'L_-- 29.23 -29.15 r or- N 0.5% 1A:29.10 0.5% 2529\ o�N ---------------------------------------------------------------------------------- ci 253p_ 2529 R/W 0.5% R/W R/W o 0 28.74 28.76 �� - + - - - - - - ------- ALTITUDE z STA: 6+57.38, OFF: 24.50'R \ w Eo O a N Magical Creek Ave & W Altitude St Sheet Notes: =THE 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0,00 r/ / LAND 2 LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED SLOPES OF ALL SIDEWALKS SHALL OT EXCEED 2. 0 . SLOPES WITHINROSS GROUP PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE = ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN FIG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN THR - THROAT OF RAMP 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE UTILITY PLAN SHEETS. O y ca y y ca CJ r= cn cc oboe i� � O 0 CJ E coo t M aCD CC) C M Z cC Ln a a co �� c Revisions 1Q ,,ZONAL EN tV G1 a . 68 1 04/0712 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Intersection Details 1 C4,51 Scale: 1 "=10' Scale: 1"=10' APPROVED ChM, osrzs/22 F1J uAi 8' ACHD EASEMENT ALAMEDA CREEK (SOUTH) STA: 7+60.99, OFF: 24.6611- / KEKLIK (SOUTH) & AILERON, / 2.0% 0 TA: 29.45 T I I I NI , THR: 29.19 M I 0 1.5% I 2.0% 1.5% - -STA: 13+29.09, OFF: 24.65'L THR: 29.20 I THR: 29.21 1r I � I 29.80 29.80 1 � I 29.73 29.73 29.71 ' � 0.5% I � � I c I o I THR: 29.31 oovo ----- THR:29.29 LP/LIP: 29.33 . o 0.1 % I I I o � I I N N I I 0.6% --0.1%- W AILERON ST- STA: 13+65.20 (AILERON) �I - - -2531- - - STA: 7+24.89 (ALAMEDA CREEK) I 3' I � � I N I LP/LIP:29.33 � 0.8% I THR: 29.36 I 2.0% / 1.9% 4 9% N 0.5% `O� W o 29.73 29.71 �' \ Q p� Y W 29.80 29.83 MWM I.L KEKLIK (SOUTH) & AILERON \ C� STA: 13+29.09, OFF: 24.65'R \ G I\\ W I 1i LIP:29.60 N I Q 30.04 29.96 Q TA:29.89 I Z I I I ACHD EASEMENT 2.0% 2.0% i I I N Alameda Creek Ave & W Aileron St Scale: 1''=10' ------------- o,°�< N LIP: 28.52 0.5% 9+00 -w BECKY CT I �2529 \ \ \ 9 / 4,875-S-SF ALAMEDA CREEK (SOUTH) STA: 7 + 61. OFF: 26.50' R /// 5' ACHD EASEMENT iH VARIES PER PLANS f / / / / / 33 L37 4,6301 II 1 BASEMEN 1 / 25LAo LIP:28.48 j� LP/LIP: 27.87 MENT I \ C0.6% 2S?9 3� � _- I pCHD EASEi i I I\ I I 10+00 I I I I HPlfA: 29.30 I j il; I i i i I I I 1 I I I I I LIP:28.58 / I I NI I -2529' � I II I 33 L39 I I I 5,447-SF B3 L38 I 4,769-SF I I I II I � LIP' 26 9 133 L22 4,B50-SF 6 / -2526 _ _ _ \\ / / 216,936761 t ae - YY 1 f /s W, N 1 "'� O T CT 0.6% 15+00 ACHO EASEMENT n 1 / -C-), 1 1 \ LIP: 26.45 �2527 \ ` LP/LIP:25.82 ; X sF I I/ 33 L24 5,527-SF I ' 63 L23 4,732-SF 1 W Pilot Ct Cul-de-Sac Scale: 1''=10' Sheet Notes: THE1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0,00 r/ / LAND 2 LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED SLOPES OF ALL SIDEWALKS SHALL OT EXCEED 2. 0 . SLOPES WITHINROSS PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE -GROUP ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN FIG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN THR - THROAT OF RAMP 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE UTILITY PLAN SHEETS. O y ca y y ca CJ n C _cc i�c o C� O � cfl E coo a� M a CC)00 Z cC a Ln a co� c� Revisions Q 1. ,,ZONAL EA, tV G1 68 1 04/0712 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Intersection Details 2 3 �W Becky Ct Cul-de-Sac Ct Cul-de-Sac Scale: 1-10' C4,52 APPROVED e ,21,z2 ...vna:rro= I AREA 4 1 BLOCK 2 DETAIL 1/C4.63 1 W YOKE ST I BLOCK 3 1 AREA 1 W PILOT CT r ml 1 / 1 DETAILI/C4.61 1 L_r_________ 1 AREA 5 1 1 1 1 DETAIL 1/C4.64 1 I 1 1 1 1 1 1 1 ii i t 1 1 BLOC; 3 1 a / 1 ii 1 1 Io 1 W BECKY CT 11 I 1 1 1 i i 1 ----------L----- --J r----�-1--- ti 1 1----�------�-1—Mi BLOCK 3 AREA 6 DETAIL 1/C4.65 ; 1 1 1 AREA 2 1 1 I I 1 1 DETAIL 1/C4.62 — W ALTITUDE ST I / __,I�/___ ; 1 1 r -- --AREA7 1� 1 Z i DETAIL 2/C4.65 1 W BLOCK 4 1 AREA 1 r�---m 1 DETAIL2/C4.62 1 1 40_—_10__ II_L 1 W AILERON ST ; AREA 8 1 1 1 DETAIL 3/C4.65 1 L _ 1 BLOCK 1 Grading Details Overview W BECKY DR 1"t / LAND GROUP y _ i y CZ y CD Cc a co co °° 00 _ CZ a c co _ co.� Revisions 1. �siotinl� EN 04/07/2022 o sT qrF of rcP �9'�Es Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Grading Details Overview Horizontal Scale: 1" = 70' 0 70' 140' APPROVED ChM, OW22 / 31 L8 / 6,555SF cc- 1 I 1 I 1 1 I / 1 / I / 1 / I / 1 / --2527------ I I I I I on rn ) Grading Area 1 - 2528 - � CD CD CD CD CD m C9 m CD CCD CCD B7 L9 37,754SF 1 Im / 2528 \ C7 / I � FG: 27.62 I LIMIT OF WORK i ------------------------- \ INFILTRATION BASIN 8 \ 27.70 \ SEE DETAIL 2/C6.21 / \ TB: 27.50 / \ N /�2525 (II \ TB: 27.50 J O Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN BM - BOTTOM OF BERM FF - FINISH FLOOR FG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN TIC - TOP OF CONCRETE TG - TOP OF GRAVEL THR - THROAT OF RAMP TM - TOP OF BERM TR - TOP OF BRIDGE TW - TOP OF WALL 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. Keynotes: ----O 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. V1 �� i LAND GROUP m O _ y _ CO) W ca v Z � n W cc Q rV o co IIIIIIIIIIIIIIIIIIN E co a�00 a00 _C �m Z cC a Ln a C-D� � � Revisions Q 1. �, ONAL EN tV G1 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Grading Details 1 C4,61 Scale: 1 `=20' DWIuDTA )- APPROVEEDDD U osrzvzz FUM R ll 1 1 1 I I I I MX/FG: 28.08 ± FG: 27.62 LIMIT OF WORK 27.92 / Moto mm/ I / m / co / co / I ' / ' m/ 1 / - / BY OTHERS 2529- ' 81 L12 41,64MF ' C7 ,0* / / I m 26.51 / TB: 26.51 - - - - - - - - - \ TB:26.51 2525 / \ 2526 J 2527 \ FG:28.35 Ale N N INFILTRATION BASIN 9 SEE DETAIL 3/C6.21 I 2530/ / B1 L13 Grading Area 2 /Scale : 1"=20' 4 MX/FG: 32.20 ± , co EP EP P EP EP P N MX/TA: 31.79 ± TA: 29E73 \\ TA: 29.25 \ l) N MX/TA: 33.05 ± TA: 30.03 E EP EP EP EP P \ \ ti TA/TC: 29.6 27.70 / TB:27.50 \ \ 1 \ \ 28.12 _ 27.99 INFILTRATION BASIN 8 \ \ SEE DETAIL 2/C6.21 �N N TB: 27.50 / 28.3028.30 2830 5,000-SF \ \2 \ y\ -- - - -------�� I 2530 \ MX/FG: 31.78 N \ \\ \\\ \ \ \ I N N I 11 O \\\ ----------------- \ MX/TC: 32.50 \ MX/FG: 31.26 ± \ \ \ \� INFILTRATION BASIN 10 \\ \ SEE DETAIL 4/C6.21 \ \ \ \�\\\ \ TB:28.68 ---- \ 1 \ \ 0 \ \ 2S99. I \2533 I \\\ 31 L17 \\ 36.903-SF l MX/FG: 30.95 \\\ \\ \ I sEL18 iz r \ \\�529 \\ \ \\ \\ \ \\ I MX/TC: 34.25 ± I Cl \ MX/FG: 31.98 MX/TC: 34.25 ± v � v vvv I \ MX/FG: 33.23 ± v v v v v v v 1 MX/FG:33.12± \ \\ \\\\\\ \\ MX/TC: 33.73 ± MX/FG: 32.04 ± \ \ MX/TC: 33.47 ± \ \ \ Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN BM - BOTTOM OF BERM FF - FINISH FLOOR FG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN TIC - TOP OF CONCRETE TG - TOP OF GRAVEL THR - THROAT OF RAMP TM - TOP OF BERM TR - TOP OF BRIDGE TW - TOP OF WALL 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. Keynotes: �O 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. 0-11 THE LAND m! CIE GROUP m O y m y y c n W _cc O Cc 0 IIIIIIIIImC E coo a� co coa 00 _CmZ cC a Ln a C-D� � � Revisions 1Q 1. ',ZONAL ,e tV G\ 68 lf04/0712 0 JgTe OF \' 9�ESW.\T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Fermit5et Grading Details 2 osLL 2 �!,ading Area 3 20' L cat' CD APPROVED oh1E OW22 / F \ O \ \ 2528 2526 :I® O O SD \\ THR:25.20 0.5% ---- a -- - -o. INFILTRATION BASIN 16 SEE DETAIL 3/C6.23 TA: 25.71 \ �h TA: 25.63 \ r U -- -- - - - - -- -- \ \ ` INFILTRATION BASIN 15 \ \ \ \ SEE DETAIL 2/C6.23 \ \ O 48.77, / TA / -- TAlFR', TB: 24.45 I I I I I I I 11 /----------------.� 5 \ TA/TR:24.95 / TA/TR:24.92 i I TA: 25.33 i sT c TA: 25.34 \ \ 2523 \ TB: 24.45 24.86' V' I I I I I I I I I I l tJj Sheet Notes: F�_�, =, �%-- TH E 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 LAND 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEEDCROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPESS WITHIN _ GROUP - - - - - - - PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. - - - - - - - THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. `--2529--------- 30.7± - - - 8 ❑" ` � 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE \ MX/TA: 29.07 ± / cinc BY THE FOLLOWING ABBREVIATIONS: �- - TW: 42.60 BB - BOTTOM OF BASIN - MX/TA: 29.00 ± - - - - - - - - MX/BM: 28.71 ± BM - BOTTOM OF BERM I FF - FINISH FLOOR -2528- - - M:34.60 ! TM:34.60 FG - FINISHED GRADE I FL - FLOWLINE I I GB -GRADE BREAK I HP - HIGH POINT I I LIP - LIP OF CURB 83 u I I LP - LOW POINT 4,594-SF I /r MIX - MATCH EXISTING TA - TOP OF ASPHALT I TBC - TOP BACK OF CURB I I y TB - TOP OF BASIN TIC - TOP OF CONCRETE I TG - TOP OF GRAVEL ! THR - THROAT OF RAMP 1 TM - TOP OF BERM I TR - TOP OF BRIDGE I I II TW - TOP OF WALL I I II I 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. I I i TW: 42.43 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND 5,000-SF I I TM: 34.43 TM: 34.43 PROFILE SHEETS. I I I r 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION I I„ BM: 28.02 BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. 33 L3 5,378SF / 7Qr \ / \\ TA:27.23 / \ / TA:27.38 T IA: 26.U8 \ FG:25.88 / \ TA: 26.08 ` \ \ TA:26.00 \ \ O� ` \ \ TB: 25.26 TA:26.00 T 83 L20 \ ` \ \ ` \ \ C 5,517-SF \ \ \ ?y26 Be L22 \ I \ \ 33 L21 4,850-SF `\ / \ TG: 25.26 ` s / n 4,875-SF _ - / 63 L4 / /, N/ / /ryCV / 8 - e Rw Rw � n 1 Grading Area 4 % Scale: 1'=20' 10, / 9� R2' / TA / / / N N TM: 39.72 N I N N IIII N N �I N IIIN III i��ll I�I�I�I� I�I�I I I I I I � I I I I I I I, 8' I 0 Keynotes: 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. O y _ _ W y ca CJ n m i� � O � 0 E coo a� M a co_Cm Z cC a Ln aC-D� _ �� Revisions 1Q 1. ,,ZONAL EA, 68 s 04/07/2022 0 4 OF 0 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Fermit5et Grading Details 3 APPROVED - Cue OW22 ruMMi ------------------ RM / TB:25.26 O 2527om --------_-- /O - TA: 25.89 TA: 26.03 II I I / / / / / 63 L27 Be L26 5,044-SF 33 L25 5,385-SF FG: 27.87 )3 2528 `� - TA: 28.02 39.24 TA: 28.09 TA: 28.69 / 2528 FG: 27.87 / 172.18, FG:28.58 - FG:28.49 / / 63 L33 33 L34 / 33 L35 5,000-SF 5,001-SF / 5,666-SF 33 L37 / 4,630-SF 33 L36 4,8681 --2528---- --- /hq TM' 40.46 \ 47 TA: 26.21 / ------------- I / / I ti506 / I / 2527 - _h / 83 L23 4,731 I I I I TA: 27.87 I / / I TA:28.02 ' TA: R110' -----__ FG: TA: 28.17 \ / / TA- 28.39 / TA:28.40 / FIT TA:28.60 _ FG: 27.99 % 1961, TA.28.35 / TA: 28.53 / TA: 28.55 / TA: 28.53 TA: 29.14 TA: 29.14 TA: 29.29 \ TA: 29.14 \ TA: 29.14 / R36' FG: 28.05 TA:29.13 TA:28.69 FG:27.67 TA:29.07 / N / TA:29.00 / TA: 28.52 R9.93' TA: 28.94 TG. 28., / � � � TA: TG: 28! / 2 _ / TG:28.33 0.5 / / s / 10' / TG:28 TG:28 TG: 27 ,.6% , / R3065' I I TB: 27.`• --------- ---- \- VVV-' 2528 I II - /-' -------------- ---- / TA:28.52 i TA:28.67 / \ I I TA:28.44 O II II I \ ------------ I TA:28.44 I ---------- I TA/TC:28.37 I \ '--- __ _ I - ------------- I TA/TC:28.39 R2 I I N NI TA: 28.46 I A: 28.46 I I I I w TM: 41 BM 29.07 \ B3 L42 33 L41 ________--- I I I I 5,000-SF 5,745-SF I IIII III, 33 L40 FG: 28.42 I I INFILTRATION BASIN 14 S000 ' I SEE DETAIL 1/C6.23 7i n , 2529 ' II TB: 27.50 e Grading Area 5 o % 1 Scale: 1'=20' \ it \ I ; \ I � \ I \ \ \ TW: 48 95 I \ TM:40.951 TM:40.73 BM:27.55 \ i \ MX/BM: 27.29 + \ TW: 36.50 I � II 09 it \ \ \ \ \ \ \ \ \\ 1 Ii iI I,'I Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN BM - BOTTOM OF BERM FF - FINISH FLOOR FG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MIX- MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN TC - TOP OF CONCRETE TG - TOP OF GRAVEL THR - THROAT OF RAMP TM - TOP OF BERM TR - TOP OF BRIDGE TW - TOP OF WALL 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. Keynotes: O 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. P�*Zzi T HE i LAND GROUP O y CO) y ca v n W _cc O cc 0 IIIIIIIIMC E coo �co Czco Z cC a Lin a C-D� Revisions 1Q 1. �, oNAL ,e � 7 1 04/071022 22 0 T4Te of \oP� 9ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Grading Details 4 SEE DETAIL 1/C6 23 ERIpIAN�. 2529� � � I � i 1 I APPROVED J \ TB: 27.50 PPROV CuL, OW22 FUMMi 63L39 2528 / 5,447-SF 33 L38 M 4,769-SF r2529J " 70, TA:28.70 / TA/TC: 28.90 ` aC BOB TA% ("—,�Grading Area 6 Scale: 1"=20' I/ IIII \ I IIII ' s2� / N ' h N I j i i N N ' i m i I I M i ! N 2y31 , SF I 2529� Grading Area 7 Scale: 1"=20' 253� Sheet Notes: \ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 2s"0\ 2 LONGITUDINAL LEXCEEDL SIDEWALKS SHALL NOT OF ALL SIDEWAL SSHALL NOTE CEED 2. 0%SLOP S WITHINCROSS SLOP S PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. \ THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. \ 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN BM - BOTTOM OF BERM FF - FINISH FLOOR FG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MIX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN TC - TOP OF CONCRETE TG - TOP OF GRAVEL THR - THROAT OF RAMP TM - TOP OF BERM TR - TOP OF BRIDGE TW - TOP OF WALL 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. Keynotes: ----O 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. �� FPP, WE LAND GROUP O _ y CO) y ca v Z � n W cc Cc 0 E coo a� co a co _CD CzZ cC a t- a C-D� � � Revisions Q 1. ,,ZONAL EN tV G1 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Grading Details 5 Grading Area 8 Scale: 1'=20' THE A�.PPROVED I . .szsrzz LAND I I GROUP I II _ _� l _ I — — — — - —�-I -�-1- C5.10 - - - - ---------------- - • 1 L BLOCK 2 C5.12 I I I------ 1 r_ MEN a 1 II I 1 QY II I W 1 II I I 1 1� ■ 1 1 1 d� 1 II , ; I 1 1 1 1 1 II I I W YOKE ST 1 1 1 SS SS SS —Ss— C SS SS SS SS 1 1 1 Y 1 j J Y C5.11� L__M_MEN NEW _ NEW ___ / 1 1 BLOCK 3 _ _ _ _ _ _ _ _ _ _ _ _ I 1 1 C5'0IW PILOT C SS S SS �— SS 0---SS / I i � Emmmm _t_L__ ONE NINE _1.�__� MOM MOM _ NINE MOM ___MOM MOM NINE illl�l 1 � 1 / / I °,�, 1 1 BLOCK 3 / / o � Z p T W Y F �_ a__� C5.07 C.)CA � cc1 2a 1 Z �I I CA ' 1 SS ' SS W RECKY CTSS—off 1 SS�SS_a I11 I I Z 1 L II 1. _cmm__Z_____________ I 1 I I I I w/ ■ � 1 1 BLOCK 3 C� I I I I E Cl) — — —— — — — — — — — — — — — — I I C co � � 1 c5.o4 1 � � � j ; Q � o 1 C5.03 1 1 CZ � z � co C\j� 1 1 W ALTITUDE ST SS SS -SS -SS �� 1 - C5�05 SS\ / Revisions 10 1 .�.riMINE ___ � f 1 I � x 1 I V Y BLOCK 4 S � I _ Illlg _ rM. NJ , 1 V m I I 1 1 _ mom =k / I 1 SS W SILERON ST o SS SS SS 1 I I NnL G _ NINE _ E4� 1 �I �68 1 1 04/07/2022 2 I sTgrF , I I Project No.: 120194 p� MEN MEN WINE Date of Issuance: 04.07.2022 Project Milestone: Permit Set I Sewer Overview Sewer Overview 70' 140' Horizontal Scale: 1" = 70' C5,00 IAN ` _2540 _2535= APPROVED ChM, OW22 tug P�m,` �2\2533 2534 2535 2536 2537 2538 2539 2540 2541 2542 2543 2544 2536 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 O M N ■in��ir M M All M M M M�M M M MH 9'` T SSMH-22 O4 /L ti5 10+00_ 10+70.62 SS SS SSSS SS SS SS � 122-LF OF 8-IN PVC AT 0.45% O4 SSMH-23 co --------------------------- - o O B1 L25 UU1J ruj„4 2,247-SF llald„4 — I I OS OS I I — o + — � rn I i i i M � STA:8+79.36 F IE: 2524.79 : 8+69.83, °C 44.00'L SS F C5 0 / 524.84 � o N �, 2 nn„ i Sewer Plan and Profile - N. Alameda Creek (South) ° 20' 40' Horizontal Scale: 1" = 20' IXISTING GROUND AT CENTERLINE OF PIPE — — — — — --- — — — — — — — --- — — — — --- — — — — — — — — Z PROPOSED GRADE AT CENTERLINE OF PIPE PROPOSED 12-IN STORM DRAIN PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN OF 8-IN PVC AT 0.45% 243-LF OF 8-IN PVC AT 0.45% 122-LF SSMH-22 O 48-IN MH PER ISPWC SD-501 STA:9+48.23, 0.00' RIM: 2529.68± OSSMH-23 48-IN MH PER ISPWC SD-501 STA: 10+70.62, 0.00' RIM: 2531.21± ii lE IN: 2519.90, 8-IN PVC (S) IE OUT: 2519.80, 8-IN PVC (N) IE IN: 2519.25, 8-IN PVC (S) IE OUT: 2519.15, 8-IN PVC (W) GROUND ELEVATION PROPOSED AT CENTERLINE OF PIPE AT IXISTING GROUND ELEVATION CENTERLINE OF PIPE W O OD N � N r O I� N zv) N lD O O N zv) N M O lD N zv) N I� lD N N N N I� N zv) N O N n N zr; N N O M zr; N tp C7 th M zr; N 0 fD 6 zw) N M O M N SEWER - KI:KLIK AILER N & ALAM DA (SOUTH Sta. 8+60 - 11 +00 HORIZONTAL SCALE: 1" VERTICAL SCALE: 1" _ 20' ' 2536 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 Sheet Notes: or�.�, =, �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. L A N D 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONCONSTRUCTION RAND G R 0 U P TY OF MERIDIAN STANDARDS, ADA COUNTYHIGHWAYHRGHWAY DISTRICT STANDARDS. anowMa NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING -SEE CITY OF MERIDIAN SEWER NOTE N0. 2 ON SHEET C1.00. 2. POTABLE /NON -POTABLE SERVICE CROSSING -SEE CITY OF MERIDIAN SEWER NOTE N0.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL.ca O y y y n I� 0 a00 Z cC a a CYD� Revisions Q 1. ,,ZONAL EN a, 68 s 04/07/2022 0 J�Te of �oP� 9�ES W. vT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan &Profile N Alameda Creek Ave (South) C5,01 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 APPROVED oh1E OW22 \ iLLNIMBFA:,"-mnmv O \ \2 o m sll O J \ \ 4Nj O W \ W c~n O \ -------------- X W 4 � 5+00, — SS S3 )-LF OF 8-IN PVC AT 0.459 2536 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 x L514 W N \ \ \ 2530__ 1 84 L11 B4 L12 B4 L13 B4 L14 5,000-SF 2y3oi 5,000-SF 5,000-SF 5,000-SF O3 O3 O3 N+ Li:W Li: Li:W Li: Li: v \ v v v v W W W\ W W W W W W W Vd W W W W W- 2 \ 2 2 2 2 6+00 \, _ _ _ 7+00 _ _ _ —8+00_ S T SS 1 SS S\ SS SS SS SS SS SS SS SS SS 239-LF OF 8-IN PVC AT 0.45% \ 3 \ \ SSMH-21 C4 CT I uuv 2533— , x \ 2531 \ I N In fO�J i \ B1L18 5,722-SF 3 m ,�, Sewer Plan and Profile - W. Aileron St. HodzoDtal Scale: 1" = 20' 0 0 0 0 uit � uit � uit� uit� :rNiom �mm :rNirm arm wti0 wt~n0 wt~b0 WtnO O O O O B1 L19 B1 L20 81 L21 81 L22 5,072-SF-SF 5,072-SF 1-SF 5,071-SF � gti I i B4 L16 B4 L17 5,000-SF 5,000-SF e S�- r� J �C J N�O NOO I N + N + O , W .. r LL cn O cn O T— I I I I a a I W W W— — WW W W W W ;1. W 2 2530 2 , - a I ss ss T sS ss243-LF OF 8-IN PVC AT 0.45%---2531 f _ — — \ SSMH-22 4 _—_--- _ , '906 �I II M • N N N \\ m� uuv � II I! ``S co II � m Ili \ c:, ¢ 2530 w�O `W�p - > z m o a B1 L23 B1 L24 , B1 L25 5,070-SF 5,070-SF , ,247-SF Cu N I O 0 20' 40' 2536 2534 2532 2530 2528 2526 2524 2522 2520 2518 Me 2514 r N os 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 �s SEWER - KEKLIK AILERON & ALAMEDA (SOUTH): Sta. 4+80 - 9+60 , HORIZONTA SCALE: 1" = 20' VERTICAL CALE: 1" = 2' , _ EXISTING GROUND AT CENTERLINE OF PIPE \�----- - - - ---- , -------- --- - - - - --- --- --- - -- —7777 --- ---- ---- ---------- -- - PROPOSED GRADE AT CENTERLINE OF PIPE , I PROPOSED 1-IN WATER SERVICE CROSSING e , PROPOSED 1-IN WATER SERVICE CROSSING PROPOSED 1-IN WATER SERVICE CROSSING PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE CROSSING 243-LF OF 8-IN PVC AT 0.45% 239-LF OF 8-IN PVC AT 0.45% 4 SSMH-22 48-IN MH PER ISPWC SD-501 4 STA: 9+48.23, 0.00' SSMH-21 48-IN MH PER ISPWC SD-501 RIM: 2529.68, , STA: 7+05.11, 0.00' IE IN: 2519.25, 8-IN PVC (S) RIM: 2530.75± , IE OUT: 2519.15, 8-IN PVC (W) IE IN: 2518.06, 8-IN PVC (E) IE OUT: 2517.96, 8-IN PVC (W) EXISTING GROUND ELEVATION AT CENTERLINE OF PIPE PROPOSED GROUND ELEVATION , AT CENTERLINE OF PIPE M N OO T N m M O O) T N m M eD O O m m (O O T m m N T O T m m M T O T m m O R O m m O �!1 O O m M Q> f0 O O m m O r O 0 m M O DO 0 0 m a0 O r 0 0 m r O f0 0 O m �O O LL-1 O 0 m V O V 0 0 m m O M 0 0 m N O N 0 O m O O m O O O O m a0 O QO T m r O r T m cp O f0 OI m m O f0 T m r f0 T m N N m m m m m m m m m m m m m m m m m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Sheet Notes: o -t , �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. L A N U 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST • • EDITION OF THE IDAHO STANDARDS FOR KS G R O UP CITY OF MERIDIAN STANDARDS, AND ADA COUINTY HIGHWAY D SRTRICTOST(AN ARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. O _ y _ y y ca CJ Z � CIO n _ _cc Q cc 0 IN=C E coo M a00 Z cC a Ln a co� � � Revisions Q 1. ZONAL EN t �F G1 C 68 s 04/0712022 0 TgTe OF \OPT 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Aileron St C5,02 DWI APPROVED J oh1E osrzs/22 ruNuwarA:�P� ■ m IT � C 2+00 j ss r3\ S Sewer Plan and Prof Horizontal Scale: 1" = 20' 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 B4 L8 5,000-SF-SF m m m m m■ IIIIIN IIIIIN IIIIIN IIIIIN IIIIIN IIIIIN IIIIIN III/IIIIIN IIIIIN / C 2526_ _ - — / / a / STA:5+19.83, L10 OFF:44.00'L Io-SF IE: 2525.05 m m m aald„4 LJLI / J 1 �4�• 2528 / 1 M M MGM M M M M M M / 2 2529 / 2 SS \ 3+00 SS SS SS SS n 4+00�— Y, SS SS SS \ 201-LF OF 8-IN PVC AT 0.45% \ 7 I f 7 4 3 \ _ O SSMH-19J n n \ n nary � aald„r N 2529 o uNicc: ITV W NR O +c6 NN NN M M NM M d d N Q li ui. t N Q LL wM O I N Q ii —M O G3 O ) O B1 L14 5,534-SF U1 L15 I B1 L16 5.475-SF 5,470-SF He - N Keklik Ave (South) 2 / rr / N / +env / aad.. � z / / co VMi O M N � i N SSMH-20 4 / / l 0.45% c� h�o 1�'�/// 0 20' 40' 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 O O 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 SEWER - K KLIK AILER N & ALAM DA SOUTH Sta. 1 +80 - 5+20 HORIZONTA SCALE:1" 20' VERTICAL CALE: 1 " _ EXISTING GROUND AT CENTERLINE OF PIPE ------------------------------ PROPOSED GRADE AT CENTERLINE OF PIPE PROPOSED 12-IN STORM DRAIN PROPOSED 12-IN SEWER OUTLET PROPOSED 1-IN WATER SERVICE PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN SSMH-17 O 48-IN MH PER ISPWC SD-501 STA: 2+23.12, 0.00' RIM: 2528.47± IE IN: 2515,51, 8-IN PVC (S) IE OUT: 2515.49, 8-IN PVC (NE) 23-LF OF 8-IN PVC AT 0.45% 42-LF OF 8-IN PVC AT 0.45% 239-LF OF 8-IN PVC AT 0.45% 201-LF OF 8-IN PVC AT 0.45% L SSMH-20L 4 48-IN MH PER ISPWC SD-501 SSMH-19 4 48-IN MH PER ISPWC SD-501 STA: 4+66.11, 0.00' O STA: 4+24, 0.00' RIM: 2529.52± RIM: 2529.71± IE IN: 2516.81 PVC SSMH-16 48-IN MH PER ISPWC SD-501 IE IN: 2516.59, 8-IN PVC (SE) IE OUT: 2516.78, (E) 8-IN PVC (NW) STA: 2+00, 0.00' E OUT: 2516.49, 8-IN PVC (N) RIM:2528.40± IE IN: 2515.38, 8-IN PVC (SW) IE OUT: 2515.28, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE C.M- V uM- ^ 10cn'n CO O Cl! OM rM0 MM mM OM CD O N c6 ac6 N ac6 N oO cnO N M N c6 N M N O N O N O M N O M N O M N CJ N O N O M N O CNJ N Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: # 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. 0-li*1_1404 LAND GROUP m O _ y _ _ y y ca v Z � n _ W _cc cc O � 0 co a� co a co 00 _CmLn cC a m a � �� Revisions Q 1. ,,ZONAL E4, tV G1 68 1 04/0712 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile N Keklik Ave (South) C5,03 Sheet Notes: �� .�, APPROVED Fq F, ;5 ea L47 33 L46 63 L4s 1. COMPLY WITH ALL NOTES ON SHEET C1.00. �� T H E TC5 03�59 LAND ulte osrzsmzz 0 - _ _ _ _ _ _ _ _ s m\-1 l / s.00 1111 SO F 4O O F - - B3 L51 ■ 111111 ■ p. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST . ILLNUABI: m-mzzm's N A- 5,152-SF EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), I CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. �� GROUP 2526 N J / J J J J O NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 2525 T T Lys v uNi °r° o o + + uN °r+ ° o + o Ni m o p yam' 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN NNNR NR —2525 / M "' ` - ` `.". ? di`.". c ry N N APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 11'Q ii -¢ii-¢ii x N LLL � m o>' CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE 2526 o ti o an o o �Q B3 L52 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 2527 - 'SO 2529 ° p 6,642-SF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS 2528 - 2530 A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. \ 4' THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO N DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, 1 v v v v v y CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO _ ----------------- -------------------------------------- — _ CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT i = W W W W W W W W W W W W W W W W W W W W W W W MATCH PLANS. SSMH-16 4 2Sd 2 2 4 SSMH-14 ?6? 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 0 �O '900 2 2 2 `9 OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE ' 2 0 121-LF OF 8-IN PVC AT 0.45%3+00_ _ _ _ 4+00 _ _ _ _ _ 5+00 _ _ _ _ 6+00_ CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. / ! SS SS SS SS SS SS SS SS SS SS SS SS T SS SS SS SS SS SS SS 294-LF OF 8-IN PVC AT 1.98% W 2 0 s — - Sewer Keynotes: 2530 \ 3 4 SSMH-15 2528 3 3 3 157.5. 8C\\ w \\ ------------------- - - -R --------------------------------------------- -- ------------------------------------------------------------------------------------------------------ CF8 SS 98% Bx co \ 2 - /NpU \ �� 1. POTABLE WATER MAIN CROSSING -SEE CITY OF MERIDIAN SEWER NOTE N0. 2 ON 5 g 004 \ SHEET C1.00. R/W_n v_ 2 _n _n _n n _n S •" , 3 `\ 2. POTABLE / NON -POTABLE SERVICE CROSSING -SEE CITY OF MERIDIAN SEWER NOTE 1-17, > NO.3 ON SHEET C1.00. M \ �w i \\ 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. SSMH-13 4 \\\ 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH o MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. N O O n r 0 O tp O M r 0 rD O O r o V <D O d.• �J \ G �i + o of + o v+ m c+ m c+ m c+ m c+ o N x INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. N E In NN M NM M NM M NV M NV M NV7 M NV7 M b y \ � N w LL LL w LL w LL w W LL w LL w LL 0 �• \ \ 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE N O o O o 3rn o 3 o O o o O O O \ \ WATER TIGHT SEAL. w Mm �I ri m min 1111 6117 6411 1411 1414 1411 1111 u4 Ll CS ' 5.000-51 5,000-SF 5,000SF \ 5,000SF 5,000SF S 000S � — 5,000SF 4 958 SF \ I' - IR -- �o _ _ 2530 — — Jr, N N / � $ My N \ i rl I / Sewer Plan and Profile - W. Altitude St. 20' 40' y 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 x 2510 Horizontal Scale: 1" = 20' SEWER - ALTITUDE: Sta. 1 +80 - 7+00 HORIZONTAL VERTICAL SCALE: SCALE: 1" 1" 20' — /_ PROPOSED GRADE AT CENTERLINE OF PIPE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — -- — — — — — ---- — — — — ----- -- ---- — — — — — — — — — — — — — ----- ---- -- 1 EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 12-IN STORM DRAIN PROPOSED 1-IN WATER SERVICE PROPOSED 4-IN PRESSUIRZED IRRIGATION MAIN PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE PROPOSED 8-IN WATER MAIN AT 1.98Wo PROPOSED 1-IN WATER SERVICE OF 84A PyC 68 LF OSSMH-13 48-IN MH PER ISPWC SD-501 STA: 6+82.31, 0.00' RIM: 2528.84-7 4 SSMH-14 IE OUT: 2522.00, 8-IN PVC (NW) 48-IN MH PER ISPWC SD-501 STA: 6+14.38, 0.00' A11•g8% OF 8.1N PVC RIM: 2529.19± 294-1F IE IN: 2520.66, 8-IN PVC (SE) IE OUT: 2520.56, 8-IN PVC (W) 121-LF OF 8-IN PVC AT 0.45% SSMH-16 O 48-IN MH PER ISPWC SD-501 STA: 2+00, 0.00' RIM: 2528.40± SSMH-15 O 48-IN MH PER ISPWC SD-501 IE IN: 2515.38, 8-IN PVC (SW) STA: 3+20.65, 0.00'RIM: IE OUT: 2515.28, 8-IN PVC (E) 2528.82± IE IN: 2514.74, 8-IN PVC (W) IE IN: 2514.74, 8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION AT CENTERLINE OF PIPE PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE M O N M O T W W O O O n W cR cR cR cR cR O O O MM606 M N M N M O O.6 N M N N .6 N N p0 N N p0 N N c6 N N N 0 N OI N N 0 N N OI N N N N N N N N N N N N N N N N N N N N 0 N O N 6 N M 6 N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 _ y y Z � n _ C _cc cc 0 E co CJ a3 M aco 00 Z cC a Ln a cy)� co Revisions Q 1. �SZONAL EN 4 R�01 C s 04/07122 2 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Altitude St C5,04 os 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 �sII DWI APPROVED J ChM, OW22 FIENl61BFA: ra-mn C5.07 Id b HHidT a / � I� M 9m M \(V1 - 2 1 \ 0� 9p \ 5+00 .SS S S SS SS SS 3271F OF 8-IN PVC AT 0.45% _SSMH-10 o' m �m �ti9 /ti I I N N l� HHld��b HHld��b _ HHId��6 HHId��6 / M M M M M M M M M 7 M M M M *�� 1 -6+00 _ _ _ 2 _ /27+00_ _ _ SS SS SS fSS S /� S SS SS SS 247-LF OF 8-IN PVC AT 0.45% OS OS us us OS :::::!it N N r- / 2 � 0 r M„ l a I 2526 i 2 \ v I U y. N I z N / 1 0 \ / ( / STA: 6+82.20, o OFF:108.10'R 2527 \ 2—4 S / IE:2522.21 252�_ 5� SMH-16—\ 7- _ � � � v Sewer Plan and Profile - N. Magical Creek Ave. (South) It 2040' 77 Horizontal Scale: 1" = 20' 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 SEWER - MAGICAL CREEK: Sta. 4+ HORIZONTAL SCALE: 111 VERTICALSCALE: 1" = 20' ' FPROPOSED 4-IN FIRE SERVICE PROPOSED 2-IN WATER SERVICE 327-LF OF 8-IN PVC AT 0.45% SSMH-10 U 48-IN MH PER ISPWC SD-501 STA: 5+26.83, 0.00'L RIM: 2529.26- IE IN: 2513.53, 8-IN PVC (E) IE IN: 2513.53, 8-IN PVC (S) IE OUT: 2513.43, 8-IN PVC (N PROPOSED 12-IN STORM MAIN PROPOSED GRADE AT CENTERLINE OF PIPE PROPOSED 12-IN STORM DRAIN EXISTING GROUND AT CENTERLINE OF PIPE I PROPOSED 2-IN WATER SERVICE —/ I PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN 247-LF OF 8-IN PVC AT PROPOSED 8-IN WATER MAIN U SSMH-15 48-IN MH PER ISPWC SD-501 STA: 3+20.65, 0.00' RIM:2528.82± IE IN: 2514.74, 8-IN PVC (W) IE IN: 2514.74, 8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE O� O N O O O O O N O O �yy O O O O O O O r N r O O O O) r N N r O O) W r t0 V LLS (D OD N N N N O N N�6 N�6 N O N N N O N 6 N c6 N O N N N N N N N N N N N N N N N 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 Sheet Notes: VA =, F�.�, �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. A LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST PUBLICEDITION OF THE IDAHO STANDARDS FOR WORKS CONSTRUCTION ( CIITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIHWAY D STRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. O y _ _ y y Ca CJ Z =J r= CIO _ _cc cc O � 0 co a� 00 a00 00 Z cC a aco �� _ � Revisions Q 1. ,,ZONAL E4, tV G1 a . 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile N Magical Creek Ave (South) C5,05 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 DWIT APPROVEEDDD Ohre OW22 fILLNI WRF 1P- STA:7+49.89, mmmmIm \ \ sr, m / STA: 6+87.09, OOFF' 44.001 IE: 2522.81 \� 2 cc \ v 2's2y I Ca 41!!Id„6 d„4 I,i HHIdOS—OS—OS OS - \ 0 —----------------------------------------- m M M X r '9 3+00_ �— — — — 4+00A- 327-LF—SS SS SS S �� SS SS ass SS SS SS f SS S SS SS— OF 8-IN PVC AT 0.45% OS OS _� T I M/H—�---- / — V I a STA: 6+49.89, z I\ 2526 \) / OOFF'44.00'L S&P 2527 � ' —------J IE. 2522.62 o / 3 M ,1 I C5.08 � Sewer Plan and Profile - N. Magical Creek Ave. (North) LL C5 0 IN oil m m ■ 5,0 SS6 i \ 2526�� 2 252 llald„4 as 0 \ Horizontal Scale: 1" = 20' 2532 r 2530 - -- ---------------- M��M M M M 2 00 SS SS RS SS — SSMH-07OS 09 cn -- SEWER - MAGICAL CREEK: Sta.1 + - 5+60 HORIZONTA VERTICALSCALE: SCALE: 1" 1" 20' -0 PROPOSED GRADE AT CENTERLINE OF PIPE 0 20' 40' 2532 2530 2528 _ — 2528 — — — — — � EXISTING GROUND AT CENTERLINE OF PIPE , T 2526 — — 2526 , PROPOSED 12-IN STORM DRAIN I I 2524 2524 PROPOSED 12-IN STORM DRAIN PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN , 2522 2522 PROPOSED 12-IN STORM OUTLET , 0 2520 2520 PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN 2518 2518 , 2516 2516 2514 2514 4 327-LF OF 8-IN PVC AT 0.45% 2512 SSMH-10 4 2512 48-IN MH PER ISPWC SD-501 STA: 5+26.83, 0.00'L RIM:2529.26� S 497.59, E IN: 2513.53, 8-IN PVC (E) MH PER ISPWC SD-501 ' IE IN: 2513.53, 8-IN PVC (S) 2510 STA: STA: 6+N 0.00' IE OUT: 2513.43, 8-IN PVC (N) 2510 RIM:2527.87± ' IE IN: 2511.96, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION IE IN: 2511.96, 8-IN PVC (S) AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE ' IE OUT: 2511.86, 8-IN PVC (W) 2508 2508 ^� e Ch M Un oO O r O 0 6 N N N N N r CO N N r CD N N � CD N N n N N ao N N ao n N N ao N N ao N N ao N N ao N N ao N N N o N N oCNA N rn N N of N n5F 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 �s 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. �i*�� i LAND GROUP m O _ y _ _ y y ca v Z � n W _cc O Cc 0 co CJ co a� co a _CmZ cC Ln a m a�� _ � Revisions 1Q 1. ��SZONAL EN t �F G1 C a . s 04/07122 2 0 JgTe OF \OPT 9�ES W.1T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile N Magical Creek Ave (North) D APPROVED OAR OW/ 22 FUNNWRF1a-mn SD 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 I 5,000-SF 5,000-SF 5,000-SF 5,001-SF 5,666-SF B3 L37 �? m \ 4,630-SF Be Las C5, N O 2528- — "' 4,868-SF STA: 5+71.02, - - - . NOO NOO —NOO +� NCO N+O 0? O3 OFF: 76.591 O w IE: 2523.51 D Lim Q LL N + R O vr,� - CD N � C� N + y / O 2529 "' "' `r h 0 } / i NnN NnN RiW ------------------------------------------------------------------- ----- ------ _ — to 2 W W W— W W W W W W W W W W - 2� 4 SSMH-10 9 00 0 _ 1 3+00- _ _ _ _ 4+00 _ \ (x S--- 'SS SS SS SS ISS S SS SS S SS SS S — \ li 238-LF OF 8-IN PVC AT 2.13% --------------------- ---------- -------------------------- i SSo\ \ N r I 3 � so S o 0 o ao +O O O O O Q d N Q LL N Q LL N Q LL N Q ii IN O O O O B3 L44 B3 L43 B3 L42 B3 L41 5,000-SF 5,000-SF 5,000-SF 5,745-SF o - C5. SID B3 L45 088-SF L a Sewer Plan and Profile - W. Becky Ct. Horizontal Scale: 1" = 20' _ I --__-_- -_-- - co / I W W W --- ---- i 2 W IN I S SS 5+00 2 W H-11O �{5 2 / ------- __ so D-1SS PVCT21 % A 7 _ ----_ LSD SSso o,0 'SSMH-12,-( � � S � � D I 7 / I \ v \ � cc? o I I STA: 5+41.84, 33 L40 O3 OFF: 60.42'R I 5,00o-SF-SF IE: 2523.77 I 2529. STA: 6+09.95, \ O:2523.5'R O3 i i IE: 2523.54 I RiIM I 0 20' 40' SEWER - BECKY: Sta. 1 +80 - 6+60 HORIZONTAL SCALE: 1 = 20' VERTICAL SCALE: 1 " — ' PROPOSED GRADE AT CENTERLINE OF PIPE — — — — --- — — — q — — — — — — — — — — -- PROPOSED 12-IN STORM DRAIN PROPOSED 8-IN WATER MAIN EXISTING GROUND AT CENTERLINE OF PIPE I PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE 1-IN WATER SERVICE PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN PROPOSED 154A-F OF 8-114 PVC T2�3% A 4 SSMH-12 48-IN MH PER ISPWC SD-501 STA: 5+92.33, 0.00, RIM: 2529.04± IE OUT: 2522.00, 8-IN PVC (W) SSMH-11 O 238 OF S M PVG AT 213% 48-IN MH PER ISPWC SD-501 STA: 4+37.99, 0.00, RIM: 2529.11 ± IE IN: 2518.71, 8-IN PVC (E) IE OUT: 2518.61, 8-IN PVC (W) L t SSMH-1 O O 48-IN MH PER ISPWC SD-501 STA: 5+26.83, 0.00'L RIM:2529.26± IE IN: 2513.53, 8-IN PVC (E) IE IN: 2513.53, 8-IN PVC (S) IE OUT: 2513.43, 8-IN PVC (N) EXISTING GROUND ELEVATION AT CENTERLINE OF PROPOSED PIPE AT GROUND ELEVATION CENTERLINE OF PIPE � �O O N N O� O N N a0 N T N M N N R N N N N In O� tD m m N N O� R m N T m M N T m N N O] N O] m v O N Ov O] N T v OO O N T n r O N a0 co O O N T co O6 O N N N m O N N R rn N O N N R a0 O N N O M W N Sheet Notes: N or.�, A �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. L A N D 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR KS S R 0 U P CITY OF MERIDIAN STANDARDS, AND ADA COUINTY HIGHWAY D SRTRICTOST(AN ARDS. na NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. O y 2532 W 2530 y Ca CJ 2528 Z J mill 2526 I� CA cc O � o cc 2524 CD co aco 0 C:) CmZ cC Ln Qco 2522 Qco Revisions Q 1. 2520 2518 2516 2514 ,ZONAL EN 4 R�01 C 68 2512 s 04/0712022 0 of 0 9�ESW.vT Project No.: 120194 2510 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Becky Ct 2508 C5,07 i*�A1*.TT I W\ ^ N N N DxO APPROVED N �` B3 L13 V11- I B3 L15 B3 L16 B3 L17 ChM, OW22 o 5,000-SF 5,000-SF 5.000-SF 5,000-SF 5.000-SF F[rFwe�"Pmpm," ~IIIIIOIN IN� INININININ IN IN IN IN IN IN INS/mININMINE mmmm mmimmmINImpmININ0 I m � � (1 m C � eon Leo 1 N N dl NCO \NCO '10T NIO NCO NCO I1 N V W W W n N+ N+ 1 Q w� R ..W B7u O IE'2521.99 �o �o\/ �o �o do i.4WSF STA:5+25.02, 1 2 OFF: 37.00'R v, 2528 -, 1 1 � t / 4 SSMH-OS 2527 "m rnx 1Mrn; i µ , ,- RN �� rn w•n rn rn rn -. 19 ----------- --- -- — -- -- --1 ------------------- �B�A \ W W W W W W WW W W W W W , --n- 1 \ Gc9>� \73So 2 O4 SSMH-07 t 1 2 2 , �J 6+00 w _ _ _ _ +00 3 _ _ _ _ 8+00 _ _ �^ / B1 La SS SS S S SS SS S SS S SS SSI S SS S 5 SS / 6,555-SF \ 113-LF OF 8-N PVC AT 0.45% 288-LF OF 8-IN PVC AT 2.02% / \ \ SSMH-06 4 190. Ob 2528 , \ ----------------------------- ---- -------- -- ---- ------ --- ------------------ / 0 x 1Q -- R 4"PIRR 4"PI 4"PIRR \ \ 4"PI " IRR , \ - - - -- 2528-- S rn\ c O I �¢ �¢ m0 , N N I O Nr O \ 6i \\ w y o \ v 0 IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN ME INIIIIIO'm IN ill mi � I N , � N iW IN IN � IN I N lwI IN IN ■ `'S2j p 6 1, B3 L L21. 5.000-SF 5,000SF / / / Sewer Plan and Profile - W Pilot Ct (West) 2°' 4 J Horizontal Scale: 1" = 20' 2530 2528 2526 2524 2522 PRO 2520 2518 2516 2514 2512 2510 2508 2506 N SEWER - Ill & PILOT: Sta. 5+00 - 8+80 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" _ ' I PROPOSED GRADE AT CENTERLINE OF PIPE 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 2506 CO N 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 -- ------ --- ---- -------- --- -- ---- -------- I PROPOSED 12-IN STORM DRAIN EXISTING GROUND AT CENTERLINE OF PIPE , PROPOSED 1-IN WATER SERVICE 'I PROPOSED 4-IN PRESSURIZED PROPOSED 4-IN FIRE SERVICE I IRRIGATION MAIN PROPOSED 8-IN WATER MAIN 'I 'OSED 1-IN WATER SERVICE PROPOSED 2-IN WATER SERVICE II 288-�F OF 8-1N PVC Al 2.02% 113-LF OF 8-IN PVC AT 0.45 % 'I 219-LF OF 8-IN PVC AT 0.45% SSMH-07 O 'I SSMH-06 4 SSMH-05 4 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 5+84.40, 0.00' STA: 5+45.49, 0.00' RIM: 2527.17± RIM: 2526.96± IE IN: 2511.35, 8-IN PVC (E) IE IN: 2511.07, 8-IN PVC (SE) IE OUT: 2511.25, 8-IN PVC (NW) 48-IN MH PER ISPWC SD-501 STA:7., 0.00' RIM: 527.87± 252 IE IN: 2511.96, 8-IN PVC (E)IE IN: 2511.96, 8-IN PVC (S) IE OUT: 2511.86, 8-IN PVC (W) ' ' IE OUT: 2510.97, 8-IN PVC (N) ' EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION ' AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE O a0 QD O W O OD O W -0 CJ c7 V O R 49 � - O O - n M - W W - 41 � QD - O O 1p f0 Ql O O d- Sheet Notes: VA F�.�, =, �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. SA, LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR KS G R 0 U P CITY OF MERIDIAN STANDARDS, AND ADA COUINTY HIGHWAY D SRTRICT°ST(AN ARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REOUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. O y y y Ca CJ Z � IIIIIIIIIIIIIIII� � n I� c _cc Cc O � 0 M a00 CZZ cC a a co �� 2-, Revisions Q 1. �,,ZONAL E4, t �F G1 C a . 68 1 04/07/2022 0 J�Te 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Pilot Ct (West) I I• : DWIT APPROVEEDDD ChM, OW22 fYNI WRF 1P- Aiii,,, Sewer Plan and Profile - W. Pilot Ct (East) 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 m O N Horizontal Scale: 1" = 20' SEWER - KEKLIK & PILOT: Sta. 8+21O - 11 +60 HORIZONTAL SCALE: 1" VERTICAL SCALE: 1" = = 20' 2' PROPOSED GRADE AT CENTERLINE OF PIPE ---- --- — -------------- --- ---- EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 1-IN WATER SERVICE es , 8-W PVC A7 288 �F OF ------- T ---- T_[ ---------- PROPOSED 12-IN STORM DRAIN PROPOSED 1-IN WATER SERVICE SSMH-08 U 48-IN MH PER ISPWC SD-501_ STA: 9+85.32, 0.00' RIM: 2527.37± PROPOSED 1-IN WATER SERVICE �C AZ 2.Ucro 154-LF DF 81 4 O SSMH-09 48-IN MH PER ISPWC SD-501 STA: 11+39.21, 0.01'R RIM: 2527.18± IE OUT: 2521.00, 8-IN PVC (W) 0 20' 40' 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 u� 8+20 8+40 8+60 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 +40 11 +60 IE IN: 2517.88, 8-IN PVC (E) IE OUT: 2517.78, 8-IN PVC (W) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE O Noci N N N N N N N N N N N N N N N N N N Sheet Notes: VA F�.�, =, �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. A LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR KS ROSTANDARDS. GROUP CITY OF MERIDIAN STANDARDS, AND ADA COUNTYHIGHWAYHIR HWAY DISTRICT NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. O _ y _ _ y y Ca CJ Z =J r= _ Cn cc Cc O � 0 co CJ CC) a� M a _C �m Z cC Ln a a co �� _ c Revisions 1Q 1. �,,ZONAL EN t �F G1 C 68 1 04/07/2022 0 JgTe OF \Opp 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Pilot Ct (East) 5,000-SF APPROVED ChM, eW�22 C5 1 I� ---- 32u ---_ S 3 — 2523 3,914SF 2523 W _2524— _ 2525 2525 3 r � 3 -------------------------------------- - 1 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 2506 5,008•SF / 5,000-SF .2522.62 �' o /x M''b M Z _ / Uald P old b >x HU d. X / ---- ----- 2525 � IIIIIIIL IIIIIIIL IIIIIIIL IIIIIIIL IIIIIIIL IIIIIIIL 5 5 in IIII� NIIII� IIII� IIII� IIII� — 2524 / 8z8-SF 2524— CS / 2525 — / A 2525 ,' + r 2526 2526- j' SS SSMH mid r �.., /. M Ag:M M M M M M M n M M M M M M M M M M M M M 2 A� A22° 2 o 2 0 2 2 n 0 — — — �3+00 — — — 4+00 — — — �� — 5+00— — ea SS SS SS SS SS SS S SS SS S SS SS SS SS-Ar 126-LF OF 8-IN PVC AT 0.45% SSMH -01 (EXISTING) 5 / SSMH M\ CM M CL w rn o w rn o w rn o ti5tia� I CL 3 NIA B7L1 /281 La 5,507SF ��J5,487-SF � Sewer Plan and Profile - N Keklik Ave (North Horizontal Scale: 1" = 20' SEWER - K KLIK & PIL T: Stal. 1+80 - 6+20 HORIZONTA VERTICAL SCALE:1" CALE: 1" 20' 219-LF OF 8-IN PVC AT 0.45% SSMH-05.cc / �� cc " �tc9S / 3 2527— i V V V , N cc OD 4'1 r n �+ O OC V N O M NLLS n+ O� �} � , \ NQii w O NQ w� O\ NQii w ti O NaLL w O �5 B1 L8 6,555-SF B1 L4 B1 L5 N B1 L6 3111 \ 5,481-SF 5,476-SF I 5,471-SF , 5,494-SF I , 0 20' 40' PROPOSED GRADE AT CENTERLINE OF PIPE , _ — — PROPOSED 1-IN EXISTING GROUND AT CENTERLINE OF PIPE WATER SERVICE 1 — PROPOSED 12-IN STORM DRAIN PROPOSED 12-IN STORM DRAIN , I — PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN PROPOSED 1-IN WATER SERVICE 126-LF OF 8-IN PVC AT 0.45% PROPOSED 1-IN WATER SERVICE , PROPOSED 1-IN WATER SERVICE e 1 9-LF OF 8-IN PVC AT 0.45% 2530 2528 2526 2524 2522 2520 2518 2516 2514 ifBilIall 2.111iNCTIONTA III E` 39-LF OF 84N PVC AT 0.45% SSMH-06 ) 48-IN MH PER ISPWC SD-501 STA: 5+84.40, 0.00' 2 SSMH-05 U4 48-IN MH PER ISPWC SD-501 STA: 5+45.49, 0.00, RIM: 2527.17± SSMH-02 U , RIM: 2526.96± IE IN: 2511.35, 8-IN PVC (E) O 48-IN MH PER ISPWC SD-501 IE IN: 2511.07, 8-IN PVC (SE) IE OUT: 2511.25, 8-IN PVC (NW) 2 SSMH -01 (EXISTING) STA: 3+26.01, 0.00, IE OUT: 2510.97, 8-IN PVC (N) 48-IN MH PER ISPWC SD-501 RIM: 2525.84± STA: 2+00.01, 0.00'R EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION , IE IN: 2509.99, 8-IN PVC (E) RIM: 2525.11± IE IN: 2509.99, 8-IN PVC (S) IE OUT: 2509.89, 8-IN PVC (N) AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE IE IN: 2509.32, 8-IN PVC (S) IE OUT: 2509.22, 8-IN PVC (N) 2 N R M (O R O T O OLLS CLLSJ LLLLSl r W (Ol O n QIO Ql Ql O OO MCh n RV N N N N N N N N N N LLS N N yy N N N N N N '6 N N � N N N N f N N t0 N N � N N � N N '6 N N c6 fG N N ^ fG N N r fG N N r fG N N r 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 512 510 508 506 Sheet Notes: VA =, �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR KS ROSTANDARDS. GROUP CITY OF MERIDIAN STANDARDS, AND ADA COUNTYHIGHWAYHIR HWAY DISTRICT NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. O _ y _ y y Ca CJ ZNNi _ mm, amn _ W _cc i� � O � 0 F co CJM a00 Z cC a Ln aCYD� _ m Revisions 1Q 1. ,,ZONAL E4, tV G1 a . 68 s 04/0712022 0 >qTe OF \OPT 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile N Keklik Ave (North) C5.1 0 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 APPROVED Ch,tE OWs2z n[Fm 1 �5� e 2 0_Ll 82 L2 B2 L3 82 AB2 L5 B2 L6 IN IN 700mm 3,914-Sr 5,000SF ii iiiiiiii 5,000-SF 5,900SF iiiO 5000-SF i� iiiiLS,0 00SFIN III I IN a I �Im I O O Oii I O z n I N v N) N I rnm N+ o vco N+ o CRcri N+ (7�y \N+ V m , N+ W N I LIE wH LL 6 wH �5x —lnO LL wH LL wH LL wa — — — — z m \ - -----2526- , --- ,all I I � ?i _ v - v v v I I O W W W W W W W W W W W W W W W W� W W W W '90 1 2 2 2 2 , 2 orn 2 0 - - - - 3+00— - - - - 4+00 - - 00 SS SS SSI SS SS SISS SS -I SS SS SS SS S SS SS SS $S sA� SS ?s?6 304-LF OF 8-IN PVC AT 1.77% ^' 4 SSMH-02 90 l 4 SSMH-03- ?�. y---------- `� 2 --------------- --- --- ------------ -------------------------------- ------------------- Z_ I � --------------------- D INI N Oi N M Oi N M Oi N Q Oi +� I � 1 NQ w ii <n o �ti NQ --r w ii W <n o NQ --r w ii W <n o NQ w LL W W <n o NQ , r±+ � o -.- 3 3iii 3 i i I �I ii iii ii3 iiiii ii iii INI*iiiiii m .✓ B3 1 B3 L10 Be L9 Be L8 Be U C�.11 O N � 70 SF 5,000SF 5,000SF 5,000SF , 5,001SF � N N Q Lf) N Sewer Plan and Profile - W. Yoke St (West) 20' 4 Horizontal Scale: 1" = 20' 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 1: 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 2506 1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 SEWER - YOKE: Sta. 1 80 - 5+20 , HORIZONTAL SCALE: 1" 20' VERTICALSCALE: 1" _ ' PROPOSED GRADE AT CENTERLINE OF PIPE , --- — — — - -------- --- -- — --------- --- --- — — — - -------- --- — — — — ---------- ---- -------� --- EXISTING GROUND AT CENTERLINE OF PIPE , PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE , ca PROPOSED 8-IN WATER MAIN 257-LF OF 8-IN PVC AT 1.77% ■ ■ 4 SSMH-03 T A 177% 48-IN MH PER ISPWC SD-501 STA: 5+03.67, 0.00' LF Of g_1N pVC 304 RIM: 2526.13� IE IN: 2515.46, 8-IN PVC (E) IE OUT: 2515.36, 8-IN PVC (W) LJ SSMH-02 O I ' 48-IN MH PER ISPWC SD-501 STA: 3+26.01, 0.00' , RIM:2525.84± IE IN: 2509.99, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION , IE IN: 2509.99, 8-IN PVC (S) AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE IE OUT: 2509.89, 8-IN PVC (N) N V N ap c6 Cl!N ui M ui u Cl!N 6> N % r N M Cl!Cl!M M c6 6 M co M M V N V r M N N � N N N N 4'i � N N N N 4'i � N N N N � N N N u'i N N N LL'i � N N N N LL'l � N N N N LLJ � N N N N LLJ � N N N N LLS � N N N N LLS � N N N N LLS � N N N N � LLS N N N LLS N N N LLS N N N � N N N N Sheet Notes: o =t , TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST THE IDAHO STANDARDS FOR KS G R 0 UP CIOF TY OFITION MERIDIAN STANDARDS, AND ADA COUINTY HIGHWAY D SRTRICT°ST(AN ARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Sewer Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON SHEET C1.00. 2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE WATER TIGHT SEAL. O y y y ca CJ Z =J r=� n I_ c _cc O cc 0 co Z cC a a co �� Revisions Q 1. ,,ZONAL EN tV G1 68 s 04/0712022 0 JgTe OF \Opp 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Yoke St (West) C5,11 APPROVED 4PIR 4"P Den OW22 retllu�n "P� n J B2 L6 ' O J N + V Y u-i v v N .. . . -- -- -- 2526- , I I \ 4"PIRR 4"PIRR I IL UIflF1 / IG-ulflFl IG-UIf115 Ie. UI[1I5 4"PIRR 4"PIRR PIR II — — — — — — — — — — ( \ \ \\ —2524— \ _ I \ I a 1 \ N N \ 2 L12 3, 2SF / 1 \ I B2 L7 B2 LB\ I B2 L9 I `32 L10 �sc2 \ 32 L11 6' 5,000-SF 5,000-SF 5,200-SF I .000-SF 5\,000-SF 0 I N I OHO 0+ w � uj \ I \ 2S2S 12"GIRR R/W . v c c W W UW W W W W W11 SW W W W W W 2 2 5+00 N _ _ _ 6+00- N iS $S - SS S S�S SSS SS SS 257--- OF 8-IN PVC ATbu 7% 50 S--SD--SD—DSD SD so O SSMH-03 -------- -------------- RW I I = N RM ww ' N m0\26 26 V O r 0 w O O WOO W O O _ Be L7 1 .5 nnnAF B3 L6 S non -.SF B3 L5 5 MO -SF Sewer Plan and Profile - W. Yoke St. (East) Horizontal Scale: 1" = 20' 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 N rn v N + R N + R 12"61RR 12"GI R i -2528- + "P RR I i 4"PIRR --.?Spa I SSMH-24 (IXISTING) 5 ' 3 I I „SS STA: 3+15.93, 2"4V I OFF: 47.48'R 33 L1 2 IE.-2522.63 O 4,594SF I 3 � I I O I \ � I Q a. c� I 3 Z � I c6. LL I O I � I 2 � I "SS I STA: 2+70.35, OFF:47.48'R I IE.-2522,04 3 5,000-SF I I � � I 25 cO I � I 3 I i I � I I r r I r — r1/1n r1/1n r1/1n � � r I N b c c ` 2 —ba ------------------------------------------- w i I W W�W W W W W 4 2 2 �\ 33 L3 9 I 5,378SF 7+00 - SS SS I §S SS S so SD SD T SD SD SD STA:oSSMH-044 OFF 33 91 R74' \ \ 2526 o \ \ 2525 \ — — — — — — — — — — — — — — — \ \\ / \ 1 / / 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 O12"GIRR 12"GIRR l f-j \ 0 20, 40' Sta. 2+00 - 3+40 HORIZONTA VERTICAL SCALE: SCALE:1" 1" _ 20' ' 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CIT STANDARDS. GROUP SEWER - YOKE: Sta. 4 80 - 7+80 HORIZONTAL SCALE: 1" 20' VERTICAL SCALE: 1" PROPOSED GRADE AT CENTERLINE OF PIPE --- --- -------------- EXISTING GROUND AT CENTERLINE OF PIPE - - - - PROPOSED 12-IN STORM DRAIN PROPOSED 12-IN STORM DRAIN PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE 117T% OF 8 tN PVC A O SSMH-04 48-IN MH PER ISPWC SD-501 STA: 7+60.85, 0.00, 257-tF RIM: 2526.10+ IE OUT: 2520.00, 8-IN PVC (W) r ISPWC SD-501 , 0.00' ± IE IN: 2515.46, 8-IN PVC (E) IE OUT: 2515.36, 8-IN PVC (W) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE N r2 r M' ' ' 'O' O' ' CO M U� N O O r N N N N N N N N N N N N N N N 2510 O N PROPOSED GRADE AT CENTERLINE OF PIPE EEXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 2-IN WATER SERVICE 88-LF OF BAN PVC AT 0.58% 4 SSMH-25 4 48-IN MH PER ISPWC SD-501 STA: 2+43.48, 0.00' O SSMH-24 (EXISTING)RIM: 2526.72± 48-IN MH PER ISPWC SD-501 IE OUT: 2520.66, 8-IN PVC (N) STA: 3+31.84, 0.00' RIM: 2527.52+ IE IN: 2520.15, 8-IN PVC (S) IE OUT: 2520.22, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE O (O aD O V N OD O N O N 6 N co N N N N N N N N N N SEWER - AI.AMEDA (NORTH): Sheet Notes: N% OF�.i, �%-- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. too'; � LA N 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST • • � Ilt O _ y y y C v Z � n _ O � 0 Cl) a00 Z cC a a C-)� Revisions Q 1. �SZONAL EN � e 68 s 04/07/2022 0 J�Te of 0P� 9�ES W. vT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan &Profile W Yoke St (East) C5,12 APPROVED e ,21,z2 ...vna:rro= Drain I 0 I --- 1 AREA1 -- -- -- __ 1 C6.01 I BLOCK 21 W'� AREA 4 1 I aW z� W W W W YOKE ST W WW-U— W W W W 1 1 I 1 SD SD 1 I 3 � 1 -a 1 1 ► 1 1 3: BLOCK 3 1 1 1 1 W W W W,PILOTCT W 1 W I W.................... W—W / J i _ _ _ _ _ _ _ _ _ _ _ _ _ _ M _ SD � SO _ _ _ _ _ _ _ M _ _ _ _ _ _ AREA 1 I T 1 C6.02 ( i 1 1 1 1 BLOCK 3 1 1 1 I I � v� o 1 WW BECKY CT —� W 1 1 1 SD SOW SD I I• ' 1 � _____9i. Z_________MW�____BLOCK3Aw i 1 I W W W W ALTITUDE ST-1— W WA[-- W--,�, W AREA 6 1 C6 06 Y IIII I I a' III( 1 W lU BLOCK 4 1 1 I I( 1 m / 0 1 AREA 3\\ \\1 W W W W AILERON ST "" W °° W W 1 1 C6.03 1 1 1 _ _NJ / r I 1 --- -- -- -- __ BLOCK I I e & Utility Overview W BECKY DR \\ OF �� 0-'e10W4THE r LAND GROUP y y CZ M r n CA cc Q Cc 0 Pm a CJ co co 00 _ CZ a c co _ c� Revisions zl� 1. ��slo sn1� EN c 04/07/2022 2 s, o 19'�Es Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Overview Horizontal Scale: 1" = 70' 0 70' 140' I �iR�IBRm��- I APPROVED 01h 05/ W2 4"PIRR I Icr v I 29-LF OF 12-IN PVC AT 0.25%- IESTORM INLET 1.1 \ INLET PER ISPWC (ACHD SUPPLEMENT) SD-601� RIM: 2525.08± SUMP: 2521.39 1 - - IE OUT: 2522.39,12-IN PVC 4"PIRR ONE (1) 8-IN x 6-IN (FL x MJ) TEE ONE (1) 6-IN GATE VALVE INSTALL 10.5 LF 6-IN C900 WATER MAIN B 7 t O ONE (1) 6-IN FIRE HYDRANT 5,492-_ LL LL 0� U I STORM INLET 1.21fl INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 I RIM: 2525.01± SUMP:2521.32 IE IN: 2522.32,12-IN PVC (W) IE OUT: 2522.32,12-IN PVC (E) I 18-LF OF 12-IN PVC AT 0.25% p 4"PIRR - IE:2522.27 (7� 21-LF OF 12-IN PVC AT 0 25% I I I I - 4"PIHH o n it II INFILTRATION BASIN 1 �1 o I3 o 0 I o I I z I I I I I 1 IIW I B2 L1 B2 L2 2 13,914-S-Sp I 5,008-SF aDccI I 31-LF OF 12-IN PVC AT 1.49% 1-+15-1 1I I I ONE (1) 8-IN (FL x FL x MJ) TEE TWO (2) 8-IN (FL x MJ) GATE VALVES i I i B1 L3 I - 5,487-SF 8"SS I i o[ BLOCK 1 ''�' 12 I 29-LF OF 12-IN PVC AT 0.25% i F2 STORM INLET 2.1 1 IE INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2525.90± m SUMP:2522.35 op IE OUT: 2523.35, 12-IN PVC (E) LL M NIfl 00 90 it o N o i I w STORM INLET 2.2 Ilo N INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 d o RIM:2525.90± SUMP: 2522.28 W IE IN: 2523.28,12-IN PVC (W) w Q IE OUT: 2523.28, 12-IN PVC (E)Eo I I W � �C ao j I I Z _Cr I oo I U a B1 L5 V j 5,476-$F Z - LL I � I I y N I I 29-LF OF 12-IN PVC AT 0.25% 2 I p A I o II EISTORM INLET 3.1EL o N INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 1 RIM: 2526.44± °� SUMP: 2522.90 p I IE OUT: 2523.90, 12-IN PVC (E) LL C Oco 2 0 STORM INLET 3.2 3 o INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 I RIM:2526.44± I SUMP:2522.83 IE IN: 2523.83,12-IN PVC (W) a IE OUT: 2523.83,12-IN PVC (E) 15 I I I I � E j II I � 2 I ao I I I 1 \ \ I I I I I \ B1 L8 6,555-ST 2 a STORM INLET 3.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2527.12± SUMP: 2523.58 IE OUT: 2524.58, 12-IN PVC IN) - 4'0 a � _ s Drainage & Utility Plan Area 1 I I STORM INLET 1.3 a I I INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2525.22± IE: 2522.22 / SUMP:2521.68 - IE OUT: 2522.68,12-IN PVC IN) Qzs=0.26 CFS Q1o0=0.37 CFS 8"W 8"SS Q25=0.23 CFS Q100=0.32 CFS ISheet Notes: I I I 1. COMPLY WITH ALL NOTES ON SHEET C1.00. I 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN 1 I I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS 1 I ARE PERMITTED WITHOUT PRIOR APPROVAL. 4"PIRR 4"PIRP - - - T PIRR - - - - - "PIRR I 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A ' RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. BLOCK 2 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. B2 L4 5,00asF B2 1_5 ' B2 L6 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 5,000-SF 5,000-SF OF THE ISPWC DIVISION 300 AND SO-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. ' 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. STORM INLET 16.1 7. LABEL7TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. METER SHALL HAVE TRAFFIC RATED LID. ' INLET PER ISPWC (ACHD SUF Water Keynotes: RIM: 2525.78± SUMP: 2522.26 1. POTABLE/ NON -POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER 3.2 IE OUT: 2523.26, 12-IN PVC ( NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. 3 2 2. POTABLE / NON -POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN M� WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. 3. WATER METERS. v�i rn 025=0.39 CFS y v' Q =0 54 CFS 1 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W2. ----------------- 22-LF OF I2-IN PVC ------------ ----------- __ 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN ---------- ----------------- 8"W E W 8'W 8„W 8„W 576-LF 8-IN C900 STANDARD DRAWING W3. 8"W 8"W 8"W 3.3. INSTALL SINGLE WATER SERVICE CONNECTION PER Cf Y OF MERIDIAN 2 2 y STANDARD DRAWING W4. FSS 2 2 `90" m 2_ _ 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER 8' S $"SS 8„$ - - - CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE W YOKE ST 8 S$ s""FD 8"SS INFORMATION. $ $D 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF 025=0.39 CFS = MERIDIAN STANDARD DRAWING W-13. --------------- 0-054CFS 2 .0 STORM INLET 2.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 \ \ RIM:2525.22± \ SUMP:2522.26 \ \ \ I IE OUT: 2523.26, 12-IN PVC (S) \ \ 1 23-LF OF 12-IN PVC AT 0.25% 26-LF OF 12-IN PVC AT 0.31 % I I B3 L11 I I I I I I I I 5,000-SF I I I I I I I II / I I INFILTRATION BASIN 2 �1 B3 L12 7,828-SF 4"PIRR / INFILTRATION BASIN 3 76 I I I I I I I I a I I I I I I I 28-LF OF 12-IN I I PVC AT 0.25% B3 L73 5,000-SF I29-LF OF 12-IN PVC AT 0.50% I\ ( STORM INLET3AF2 ( ( - INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2527.12± IE: 2524.29- �, 900 45° 8-IN ELBOW 29-LF OF 12-IN PVC AT 0.50%- SUMP: 2523.44 IE IN: 2524.44, 12-IN PVC (S) IE OUT: 2524.44, 12-IN PVC (N) i I 4"PIRR Be L14 5,000-SF Q25=0.23 CFS 0 0.32 CFS 100= � --- v 119-LF 8-IN C900 8"W W D o 2 _ e "SS ONE (1) 8-IN x 4-I14 TEE (MJ x FL) R" 2 1 ONE (1) 4-IN GATE VALVE (FL x MJ) Q25=0.23 CFS Q,,,"=0.32 CFS 4"PIRR :I� :I® ---------------------- --------------- -- 100 ----- ----- 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W6. W n 9b ��_ 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING T_FI� SW3. T 8. REMOVE AND DISPOSE EXISTING BLOW -OF ASSEMBLY. CONNECT TO EXISTING 3 2 "i 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. '3 2 STORM MH 16.3 48-IN MH WITH FLAT LID PER I Storm Drainage Keynotes: `F±1 RIM: 2524.82± SUMP: 2521.21 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS (C6.10 - C6.13) FOR MORE IE IN: 2523.21, 12-IN PVC IN) INFORMATION. ' IE IN. 2523.21, 12-IN PVC (S) 2. TYPE I INLET CATCH BASIN PER ISPWC (ACHD SUPPLEMENT) SD-601. IE OUT: 2523.21, 12-IN PVC (E) 1 3. SHALLOW INLET DETACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715. 7-LF OF 12-IN PVC AT 0.43% STORM INLET 16.2 IE l 4. SHALLOW INLET ATTACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715A. B3 L8 B3 L7 ' INLET PER ISPWC (ACHD SUPP 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC (ACHD SUPPLEMENT) SD-611. 5,000-SF 5,000-SF RIM: 2525.93, SUMP:2522.24 Legend: IE OUT: 2523.24, 12-IN PVC (N) � I � 4Pfj I ONE (1) 8-IN TEE (FL x FL x MJ) 3 2 TWO (2) 8-IN GATE VALVES (FL x MJ) v------------- 8"w $1 B' w 275-LF 8-IN C900 2 2 W PILOT CT C 8"SS ONE (1) 8-IN x 6-IN TEE (MJ x FL) 811SS 8 , ONE (1) 6-IN GATE VALVE J INSTALL 33 LF 6-IN C900 WATER MAIN ONE (1) 6-IN FIRE HYDRANT 6 j 22-LF OF 12-IN PVC �AT 0.25% La a STORM INLET 7.1 - 4"W 4" FIRE SERVICE ' - 8"W 8" WATER MAIN BLOW -OFF ASSEMBLY GATE VALVE FIRE HYDRANT SINGLE WATER SERVICE DOUBLE WATER SERVICE - 8"W - EXISTING WATER MAIN 4"PIRR 4"PIRR EXISTING BLOW -OFF ASSEMBLY ' EXISTING GATE VALVE EXISTING FIRE HYDRANT ' 8"SS - SEWER MAIN PIRR - PRESSURE IRRIGATION (SIZE NOTED) ' City of Meridian Standard Notes: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS B3 L17 WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 5,000-SF ' CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ' NO NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ' 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER 3.2 SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). v d ------------- 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER 3 8„W THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE a � BEDS, DRAINAGE SWALES). s a a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER eaR SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. w � ' 3.2 0 20' 40' V1 LAND GROUP O y cc y y c IIIIIIIIIIIIIIIIIIIII� CO) cc Iln O Cc O E coo COD M co t co aQ C M Z cC a L� a CCD � M Revisions 1Q 1. 4,'04/07/20228 ZONAL TgTf OF \�OP,��oF� 9ESW.G"" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 1 p 1 \ � / Horizontal Scale: 1" = 20' C6,01 J .;.' CJCJ 025=0.23 CIS -I Bg1p1ANy IE OUT: 2524.58, 1-IN PVC (N) 0166=0.32 CFS R ^I / """"""III AREA IF C6.01 APPROVED CAM.05nW2mw rateuern:�m," 3.3 3 IE: 2525.68 a0 ¢ so SD v 24-LF OF 8-IN C900 AT 0.50% U I fn STORM INLET 4.1 o SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A U / o Ilo RIM: 2527.20± CP SUMP: 2524.80 w o IE OUT: 2525.80, 8-IN PVC (W) I U ¢ �1 INFILTRATION BASIN 4 a Crz EL I II li o � J 61 L9 I m 37,754SF n o I II I LLUI � m Cr a �1 INFILTRATION BASIN 5 c3 0 l S v i a 5 STORM INLET 5.1 _ -- -------- SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715 RIM: 2527.78± 15-LF OF 12-IN PVC AT 0.25% BLOCK 1 SUMP:2525.71 i ¢ ¢ I I d I EISTORM INLET 6.1 �I SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715 n LU RIM:2528.19± � � 4�4"PIRR 4"PIRR 4"PIRR gg55SF 4"PIRR - SUMP: 2526.08 4"PIRR 4' FCC OD In R/W R/W -- 22-LF OF 12-IN PVC AT 0.25% i STORM INLET 7.1 3.2 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2527.20± 025=0.25 CPS SUMP: 2523.64 0100=0.35 CFS IE OUT: 2524.64, 12-IN PVC (W) STORM MH 7.3 a v 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2526.19± SUMP: 2522.58 IE IN: 2524.58, 12-IN PVC (E) 63 L29 - IE OUT: 2524.58, 12-IN PVC (S) 5,00o-SF-SF STORM MH 7.2 5 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2526.75± SUMP: 2522.37 IE IN: 2524.37, 12-IN PVC (N) a IE IN: 2524.37, 12-IN PVC (E) IE OUT: 2524.37, 12-IN PVC (S) 22-1_1` OF 12-IN PVC AT 3.73% STORM INLET 7.2 E INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2527.73± SUMP: 2524.19 Q25=0.25 CFS IE OUT: 2525.19,12-IN PVC (W) "PIRR Ao Qt00=0.35CFS - - - - -� I IE:2524.18 OF INFILTRATION BASIN 7 �1 12-IN PVC AT 0.27% ) I / STORM MH 7.1 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2526.71 ± SUMP: 2522.33 IE IN: 2524.33, 12-IN PVC (N) IE OUT: 2524.33, 12-IN PVC (E) I LL LL J I IIfl I o o to CS as I LL STORM INLET 6.2 / I N Z I I INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2528.70± / o SUMP:2525.25 / J IE OUT: 2526.25, 12-IN PVC (W) I z J r EINFILTRATION BASIN 6 ! Zq' 13-LF OF 12-IN PVC AT 0.75%� I El STORM MH 6.1 48-IN MH WITH FLAT LID PER ISPWC SD-611 p it to RIM: 2527.64± I o o Ila OD o N �^ SUMP: 2524.04 III iwn IE IN: 2526.04, 12-IN PVC (E) " IE OUT: 2526.04, 12-IN PVC (N) D I 28-LF OF 12-IN PVC AT 0.75% 7-LF OF 12-IN PVC AT 0.86% ElSTORM INLET 8.1 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.81 ± SUMP: 2524.98 IE OUT: 2525.98, 12-IN PVC (E) 4-IN i I i i ONE (1) 8-IN (FL x FL X MJ) TEE TWO (2) 8-IN (FL x MJ) GATE VALVES I i � I I �1 INFILTRATION BASIN 8 IE: 2525.09 74-LF OF 12-IN PVC AT 0.43% - d $ 76-LF OF 12-IN PVC AT x � r Drainage & Utility Plan - Area 2 N� c SO 4"PIRR 4"PIRR v a¢c STORM INLET 7.3 2 a v INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 c� RIM: 2528.73± ao SUMP:2525.35 z� r IE OUT: 2526.35, 12-IN PVC (E) I0 20-LF OF 12-IN PVC AT 0.40% STORM MH 7.4 ❑5 u� 48-IN MH WITH FLAT LID PER ISPWC SD-611 83 La2 RIM: 2529.12± 5,000-SF SUMP: 2524.27 IE IN: 2526.27, 12-IN PVC (W) IE OUT: 2526.27, 12-IN PVC (N) I ONE (1) 8-IN x 6-IN (FL x MJ) TEE ONE (1) 6-IN GATE VALVE so INSTALL 8 LF 6-IN G900 WATER MAIN ONE (1) 6-IN FIRE HYDRANT r ONE (1) 8-IN x 4-IN TEE (MJ x FL) ONE (1) 4-IN GATE VALVE (FL x MJ) 33-LF 8-IN C900 w 8„1 8' I 2 r �81ISS g" S _ 8„SS R/W R/W 4"PIRR 4"PIRR :'M 4"PIRR BLOCK 3 33 L33 5,000-SF v c ------------------------ ----- 193-LF 8-IN C900 8°w � o'w 8"SS W BECKY CT 8"SS I I l 1 1 4"PIRR Sheet Notes: i 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SO-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. 7. LABEL[FAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. METER SHALL HAVE TRAFFIC RATED LID. Water Keynotes: I I 1 B3 L34 5,001-SF I INLET PER ISPWC ({ IE( 3.2 22-1 11 ° 8-IN ELBOW 8" a - x 2 a I cn - 8 �+ 1. POTABLE/ NON -POTABLE WATER MAIN CROSSING. SEE CRY OF MERIDIAN WATER NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. 2. POTABLE / NON -POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. 3. WATER METERS. 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W2. 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W3. 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE INFORMATION. 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN STANDARD DRAWING W-13. 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING WE. 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING SW3. 8. REMOVE AND DISPOSE EXISTING BLOW -OF ASSEMBLY. CONNECT TO EXISTING 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. Storm Drainage Keynotes: `F±1 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS (C6.10 - C6.13) FOR MORE INFORMATION. 2. TYPE I INLET CATCH BASIN PER ISPWC (ACHD SUPPLEMENT) SD-601. 3. SHALLOW INLET DETACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715. 4. SHALLOW INLET ATTACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC (ACHD SUPPLEMENT) SD-611. Legend: - 4"W 4" FIRE SERVICE - 8"W 8" WATER MAIN BLOW -OFF ASSEMBLY GATE VALVE FIRE HYDRANT SINGLE WATER SERVICE DOUBLE WATER SERVICE - 8"W - EXISTING WATER MAIN EXISTING BLOW -OFF ASSEMBLY EXISTING GATE VALVE EXISTING FIRE HYDRANT 8"SS - SEWER MAIN - PIRR - PRESSURE IRRIGATION (SIZE NOTED) City of Meridian Standard Notes: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS ------ WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 22-LF OF 12-IN PVC AT 0.25% I ZJ STORM INLET 8.2E] INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.81 ± ¢ SUMP:2524.98 a IE OUT: 2525.98, 12-IN PVC (W) STORM MH 8.2 48-IN MH WITH FLAT LID PER ISPWC SD-611 BLOCK 3 RIM: 2528.95± SUMP: 2523.92 83 L43 133 L42 IE IN: 2525.92, 12-IN PVC (W) 5,00o-SF-SF 5,00o-SF-SF IE IN: 2525.92, 12-IN PVC (E) IE OUT: 2525.92, 12-IN PVC (S) L45 STORM MH 8.1 8-SF ¢ ¢_ 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2528.72± SUMP: 2523.41 IE IN: 2525.41, 12-IN PVC (N) IE IN: 2525.41, 12-IN PVC (S) IE OUT: 2525.41, 12-IN PVC (W) �41 CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN NO NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES 3.2 5 OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 48-IN MH WITH FLAT LID 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 RULES (IDAPA 58.01.16). ' IE IN: 252 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER IE IN: 252 SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SOX (6) FEET. WHERE ' IE OUT: 252 IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 22 E INLET PER ISPWC (ACHD SU IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER IE OUT: 252 THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER I SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 0 20' 40' VA WJ LAND GROUP O y _ y y c A n O CC 0 co a0 co aco 00 _CZZ cC a L� a C') �F, � 2-, Revisions 1Q 1. �,spl L EN 68 15� 04/07/220222 9 W.G " Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan -Area 2 \ ' / Horizontal Scale: 1" = 20' l.iYlBRm�`1�- � APPROVED CAM. o5nW2 I i 61 L12 41,648-SF / / I I 4 STORM INLET 9.3 I SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A 7 RIM: 2526.98± SUMP: 2524.94 IE OUT: 2525.94, 8-IN PVC (SW) 26-LF OF 8-IN PVC AT 3.65% ■ r 4"SS 1 II I I I� 2E 11 INFILTRATION BASIN 9 - - - - - - / IE:2525.00 S� O 4"PIRR 4"PIRR 4"PIRR 44-LF OF 12-IN PVC AT 0.45% 2 STORM INLET 9.2 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.27± SUMP: 2524.51 IE ac IE IN: 2525.51, 12-IN PVC (S) a IE OUT: 2525.51, 12-IN PVC (N)/i /i. 45° 8-IN ELBOW I I a F ldb5�77 STORM INLET 11.1 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.46± SUMP: 2524.92 IE OUT: 2525.92, 12-IN PVC (E) BLOCK 1 29-LF OF 12-IN PVC AT 0.25%- AR A 2 (106.62) 13 1111111111111 1111111111111 I 'lllllllllll' 76-LF OF 12-IN PVC AT 0.26% I I I I I 2 3.3 STORM INLET 8.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.20± SUMP: 2524.66 IE OUT: 2525.66, 12-IN PVC (E) 7-LF OF 12-IN PVC AT 0.86% Q25=0.63 CFS 90 Q1oo=0.88 CFS -- �� 45° 8-IN ELBOW I iv � I I eD I I I I I J I I � B1 L16 j LU 5,470-SF SS I z I I I I I I � II = I ao I I I 29-LF OF 12-IN PVC AT 0.25% I 4"PIRR 4"l2 STORM INLET 10.2 �JEEP EP EPINLET PER ISPWC (ACHD SUPPLEMENT) SD-601' RIM:2529.35. SUMP: 2525.65 I IE IN: 2526.65, 12-IN PVC (E) 13 IE OUT: 2526.65, 12-IN PVC (W) w 34-LF OF 12-IN PVC AT 1.14% �- EP EP EP EP tP EP I B I p I I o (� IE: 2526.26 0 0 O \ \ \ 45° 8-IN (FL x FL) ELBOW 45° 8-IN (FL x FL) ELBOW - I � INFILTRATION BASIN 10 I I c/9R G/99 Drainage & Utility Plan - Area 3 P p n n o � V � V V' Q25=0.63 CFS 11700=0.88 CFS 105-LF 8-IN C900 8"W 1 5 - - T 8"SS T- 8"W 8"SS 29-LF OF 12-IN PVC AT 0.25% STORM INLET 9.1 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.12± SUMP: 2524.58 IE OUT: 2525.58, 12-IN PVC (N) 28-LF OF 12-IN PVC AT 0.25% STORM INLET 11.2 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2528.46± SUMP: 2524.85 IE IN: 2525.85, 12-IN PVC (W) IE OUT: 2525.85, 12-IN PVC (E) INFILTRATION BASIN 11 4"PIRR 4"PIRR I S LL 1 LL U LJJ I I 0 o I� Ilo N I Q 0 o Y W LU J � I I ¢ C� I \ 4, � 1 CC G � I Z I STORM INLET 10.1 F11 64L11 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 5,000-SF RIM: 2529.41 ± SUMP: 2525.72 IE OUT: 2526.72,12-IN PVC (W) I ONE (1) 8-IN x 6-IN (FL) TEE ONE (1) 6-IN GATE VALVE ONE (1) 8-IN GATE VALVE INSTALL 8 LF BAN C900 WATER MAIN ONE (1) BAN FIRE HYDRANTn6 8V 2 .Ss 8"ss o 14-LF 8-IN C900 3 CV 8-IN C900 SUMP J2523.41 IE IN: 2525.41, 12-IN PVC (N) IE IN: 2525.41, 12-IN PVC (S) IE OUT: 2525.41, 12-IN PVC (W) IIIII, 1111111111111 1111111111111 4"PIRR s STORM INLET 8.4 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.20± SUMP: 2524.66 IE OUT: 2525.66, 12-IN PVC (W) 33 L46 5,000-SF 22-LF OF 12-IN PVC AT 0.25% STORM MH 8.3 95 48-IN MH WITH FLAT LID PER ISPWC SD-611 Q RIM:2528.34± SUMP: 2523.60 IE IN: 2525.60, 12-IN PVC (VV) IE IN: 2525.60, 12-IN PVC (E) IE OUT: 2525.60, 12-IN PVC (N) ONE (1) 8-IN x 6-IN (FL x MJ) TEE ONE (1) 6-IN GATE VALVE INSTALL 8 LF 6-IN C900 WATER MAIN ONE (1) 6-IN FIRE HYDRANT 6 v 8"W r 2 8"SS ONE (1) BAN TEE (FL x FL x MJ) TWO (2) 8-IN GATE VALVES (FL x MJ) -------------------� ------------------ - 8"W 8' W 8"W - 2 2 - 8"S 8"S 4"PIRR R B3 -7 5,000-SF I 4"PI B3 L48 5,000SF ------------- -------------------- I 252-LF 8-IN C900 8"W a 2 a S 8 SS 8 - a 3 W ALTITUDE ST B4 L5 5,000-SF BLOCK 4 4"PIRR rn ----------------------- - ------------------- 479-LF 8-IN C900 8'tiV 8.W 2 2 g„SS 8„S - sw W AILERON ST 4"PIRR I F. m 0 3 m R/V! I I I I I I r -A"PIRR - Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN i STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN BLOCK 3 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SO-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. 7. LABEL7TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. METER SHALL HAVE TRAFFIC RATED LID. Water Keynotes: 1. POTABLE/ NON -POTABLE WATER MAIN CROSSING. SEE CRY OF MERIDIAN WATER NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. 2. POTABLE / NON -POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN R/W WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. 3. WATER METERS. 3.1. INSTALL 1AN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W2. 8"W 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W3. 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE INFORMATION. 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN STANDARD DRAWING W-13. 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. _ R/W _ 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING SW3. 8. REMOVE AND DISPOSE EXISTING BLOW -OF ASSEMBLY. CONNECT TO EXISTING 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. Storm Drainage Keynotes: `F±1 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS (C6.10 - C6.13) FOR MORE INFORMATION. 2. TYPE I INLET CATCH BASIN PER ISPWC (ACHD SUPPLEMENT) SD-601. 3. SHALLOW INLET DETACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715. 4. SHALLOW INLET ATTACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC (ACHD SUPPLEMENT) SD-611. Legend: - 4"W 4" FIRE SERVICE - 8"W 8" WATER MAIN BLOW -OFF ASSEMBLY GATE VALVE FIRE HYDRANT <� SINGLE WATER SERVICE DOUBLE WATER SERVICE - 8"W - EXISTING WATER MAIN EXISTING BLOW -OFF ASSEMBLY EXISTING GATE VALVE EXISTING FIRE HYDRANT 8"SS- SEWER MAIN PIRR - PRESSURE IRRIGATION (SIZE NOTED) City of Meridian Standard Notes: B4 L14 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN s.000-sF THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ' 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN NO NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ' ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3.2 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SD((6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO n R%W R/W CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND - - - SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). - ,Ny 81,11, 8„W a 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER 2 a 2 THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). _ 8"SS - 8"SS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER a SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. - -I 0 20' 40' t`4 F - - LAND GROUP O y cc y CA c A n C Cc O � 0 t � co a 00 CZ Z 12 a ' a�� M Revisions 1Q 1. �SZONAL EN 68 04/07/220222 JTlp gTc OF \�OoF� 9 W.G " Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 3 r Horizontal Scale: 1" = 20' 4"PIRR - APPROVED Gwh 05nW2 R/W - 76-LF 8-IN C900 R/W L a 900 -� _57 ca ca 8"SS 1'� Drain mSE Horizontal Scale: e & Utility Plan - Area 4 12"GIRR 12"GIRR 1 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES ' BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, ' CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SO-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. 7. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. METER SHALL HAVE TRAFFIC RATED LID. Water Keynotes: 1. POTABLE/ NON -POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. I 2. POTABLE / NON -POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. 3. WATER METERS. 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W2. 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W3. ' 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. ' 4. SECONDARY IRRIGATION SOURCE, INSTALL 2-IN WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE INFORMATION. 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN STANDARD DRAWING W-13. ' 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. ' 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING SW3. GIRq 8. REMOVE AND DISPOSE EXISTING BLOW -OF ASSEMBLY. CONNECT TO EXISTING 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. Storm Drainage Keynotes: ---- F±I 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS (C6.10 - C6.13) FOR MORE INFORMATION. 2. TYPE I INLET CATCH BASIN PER ISPWC (ACHD SUPPLEMENT) SD-601. 3. SHALLOW INLET DETACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715. 4. SHALLOW INLET ATTACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC (ACHD SUPPLEMENT) SD-611. Legend: - 4"W 4" FIRE SERVICE - 8"W 8" WATER MAIN BLOW -OFF ASSEMBLY GATE VALVE FIRE HYDRANT SINGLE WATER SERVICE DOUBLE WATER SERVICE - 8"W - EXISTING WATER MAIN EXISTING BLOW -OFF ASSEMBLY EXISTING GATE VALVE EXISTING FIRE HYDRANT 8"SS - SEWER MAIN - PIRR - PRESSURE IRRIGATION (SIZE NOTED) City of Meridian Standard Notes: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN NO NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SOX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. \\ �- /�,�� LAND amwMAGROUP O y _ cc y y c Illln _cc O cc O a COD t co a� co 0 co Co a Z co 5 �� a011 � co Revisions �,spl L EN 68 15�04/07/2022 J o 1?Tc OF 9�ESW.G " Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 4 1"=20' 0 20' 40' APPROVED RLW rum �m,y MINN E /W R/W LI I - L -1 L 3.2 d w 3.2 5-LF OF 12-IN PVC AT 1.20% STORM INLET 15.2 INLET PER ISPWC SD-601 - i RIM:2526.95± SUMP: 2523.41 IE OUT: 2524.41,12-IN PVC (N) L27 Be L26 5,0,000-SF 5,044-SF II u U U STORM MH 14.2 II 48 IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2527.71 ± SUMP: 2524.10 IE IN: 2526.10, 12-IN PVC (N) ' IE IN: 2526.10, 12-IN PVC (S) IE OUT: 2526.10, 12-IN PVC (E) STORM INLET 14.1 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 II RIM: 2528.69± SUMP: 2525.15 IE OUT: 2526.15, 12-IN PVC (N) II u � 4)rinrl 'r Drain Horizontal Scale: 4"PIRR �I 4"PIRa I e & Utility Plan - Area 5 Be L25 5,385-SF 4"PIRR _ - 4"PIRR ss - 2 SD - ss - SS SO 128-LF SD OF -SIN PVC SS 025-0.77 CFS LSD AT 1100-1,07 CFS SO - W PILOT CT s STORM MH 15.2 5 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2527.05, 28 SUMP: 2522.35 IE IN 2524.35, 12-IN PVC (S) \ AREA 4 (C6.04) IE IN: 2524.35, 12-IN PVC (N) ��Ns 1 / / 4"PIRR �__ / / ro rr a � / v / / W / / / / / / / 40-LF OF 12-IN C900 AT 0.25% / STORM INLET 14.3 / / INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.49± SUMP: 2524.80 IE OUT: 2525.80, 12-IN PVC (SW) M 78 -SLF OIF I 12-IN PI VCADT p,25% SD IE: 2525.5 II I I Ili' I 5 vIII I I I I I II �I I II v STORM MH 14.1 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2528.81 SUMP:2523.70 ' IE IN: 2525.70, 12-IN PVC (W) / IE IN: 2525.70, 12-IN PVC (NE) IE OUT: 2525.70, 12-IN PVC (E) - ONE (1) 8-IN (MJ x FL) 45' ELBOW / ONE (1) 8 x 6 (FL x FL) TEE S ONE (1) 6-IN (FL x MJ) GATE VALVE (HYDRANT) 1 g ONE (1) 8-IN GATE VALVE (MAIN) o� 2 C SD I STORM MH 15.1 48-IN MH WIT H FLAT LID PER ISPWC SD-611 LF OF 12-IN C900 AT 0.25% lop RIM: 2526.79, SUMP:2521.71 STORM INLET 15.3 82.1° IE IN: 2523.71, 12-IN PVC (W) INLET PER ISPWC SD-601 i IE IN: 2523.71, 12-IN PVC (SE) RIM:2525.82±� oo - SUMP: 2522.78 D25=1.07 CFS � \ IE OUT: 2523.78, 12-IN PVC (NW) D100=0.77 CFS \ \ 1 I 45° 8-IN ELBOW I I o m I I I v I B3 L23 I � I 4,732-SF I I I I I I 20 I I WATEREASEMENT I I Ia v INFILTRATION BASIN 14 IJ v I I I I iiiiiiiiiiiiill■ IIIIIIIIIIIII� IIIIIIIIIIIII� IIIIIIIIIIIII� IIIIIIIIIIIII� IIIIIIIIIIIII� IIIIII� v 1 I I I I 1 I I I I I I l� c 1" 0 0 m o It rn rr N tt o� v I I I 1 1 1 1 1 1 1 h 1� 1 1 I I I I Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. 7. LABELITAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. METER SHALL HAVE TRAFFIC RATED LID. Water Keynotes: 1. POTABLE/ NON -POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. 2. POTABLE/ NON -POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. 3. WATER METERS. 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W2. 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W3. 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/137.13 FOR MORE INFORMATION. 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN STANDARD DRAWING W-13. 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING SW3. 8. REMOVE AND DISPOSE EXISTING BLOW -OF ASSEMBLY. CONNECT TO EXISTING 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. Storm Drainage Keynotes: 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS (C6.10 - C6.13) FOR MORE INFORMATION. 2. TYPE I INLET CATCH BASIN PER ISPWC (ACHD SUPPLEMENT) SD-601. 3. SHALLOW INLET DETACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715. 4. SHALLOW INLET ATTACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC (ACHD SUPPLEMENT) SD-611. Legend: - 4"W 4" FIRE SERVICE - 8"W 8" WATER MAIN -� BLOW -OFF ASSEMBLY -(� GATE VALVE FIRE HYDRANT SINGLE WATER SERVICE DOUBLE WATER SERVICE - 8"W - EXISTING WATER MAIN EXISTING BLOW -OFF ASSEMBLY EXISTING GATE VALVE EXISTING FIRE HYDRANT 8"SS - SEWER MAIN - PIRR - PRESSURE IRRIGATION (SIZE NOTED) City of Meridian Standard Notes: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN NO NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SU((6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. V1 LAND GROUP O IIIIIIII _ y W ca = =J IIn CO) _ cc O Cc O aco co co 00 _C �M aLn L0 2 aco� _ c Revisions �SZONAL EA, tV �F G\ I s 04/07122 2 0 JgTe OF 9�ESW.0 " Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Drainage & Utility Plan - Area 5 1" = ZU' 0 20' 40' APPROVED UIE osn5rzz 3.2 FLLJU L j _L i -- --- rt - --- ---------------� 8"W 8"W 81W 2 0 2 M S 8„S c W ALTITUDE ST --- -- I -4- w T 1' B4 L3 s,Baa-sF I I I 'ql 4 BLOCK 4 I I 14111 5,0,000.SF B4 L16 5,000.5E -- -- -- -- ---�-------------------------� g 8„W Ir 2 2 SI X SS 8„SS M FW AILERON ST IL 1 L21 137 L22 771-SF ' 5,071- BLOCK 1 I s BLOCK 3 v T 22.5° 8-IN ELBOW `8w B7N�9oo �� 8,w / 2 _ gss x 45° 8-IN E IflSTORM INLET 13.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 CPC' RIM: 2528.31 ± `L2 SUMP: 2524.95 a IE OUT: 2525.95, 12-IN PVC (E) � 1 � � LLLL t U U B4 Ll v � 4,958-SF n 0 1 1 I I I I 29-LF OF B4 L78 15,780. F I 1 I I I I I I 4"PIRR - - - 4"PIRR �0 I I I 1 I I it l ❑1 INFILTRATION BASIN 12 II I I I 1 I IE: 2526.5 34 L17 5,000- STORM INLET 13.1r o INLET PER ISPWC (ACHD SUPPLEMENT) SD-601i RIM: 2529.13±' SUMP: 2525.60 IE OUT: 2526.60, 12-IN PVC (NE) 8'NV LF OF 12-IN PVC AT 8"SS 8"SS � 025=0.63 CFS 0108=0.88 CFS STORM INLET 12.1 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2529.40± SUMP: 2525.79 IE OUT: 2526.79,12-IN PVC (N) Qom Drainage & Utility Plan - Area 6 osLL Horizontal Scale: 1" = 20' B1 L24 5,0705E LLLL U U `r o I� 0 0 1 Be L52 I I 6,042SF ► Q ► ► BOW I / I INFILTRATION BASIN 13 �1 1 � I / i 22.5° 8-IN ELBOW IE:2525.80 / D / 90° I I I I l C) O I rVC AT 0.25% I 30-LF OF 12-IN PVC AT 0.25% rn c cD v 2 N j3 I STORM INLET 13.4 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 / RIM: 2528.31± / SUMP:2524.88 IE IN: 2525.88, 12-IN PVC (W) IE OUT: 2525.88, 12-IN PVC (E) I o f I rn1 I / I� LU3�z / a3 1 C Q 61 T-' c I / W W c¢i a ^5 / p to W Q STORM MH 13.1 F / Jo /a p o 48-IN MH WITH FLAT LID PER ISPWC SD fill RIM: 2527.94± / Z 1 " T \ SUMP: 2524.33 IE IN: 2526.33, 12-IN PVC (W) o IE OUT: 2526.33, 12-IN PVC (N) s'S 6So 24-LF OF 12-IN PVC AT 0.82% I I -f J PVC AT 0.22 % : / - P /1 / 4"P / STORM INLET I'J-' C INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2529.04± / SUMP: 2525.53 IE IN: 2526.53, 12-IN PVC (SW) IE OUT: 2526.53, 12-IN PVC (E) / 8-LF 8-IN C900 / INSTALL 18 LF 6-IN C900 WATER MAIN - 8"W ONE (1) 1 FIRE HYDRANT 6 x /a 811SS 8d6 / ONE (1) 8 x 8 x 8 x 6 (FL x FL) CROSS -- 131 ONE (1) 6-IN (FL x MJ) GATE VALVE (HYDRANT) / THREE (3) 8-IN GATE VALVES (MAINS) I � I / � I I of EL v B7 L25 247SF EL Cr U � z1 co �i J M I I I / I i �I i I � l i I I - ----------------------------- Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. 7. LABELITAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. METER SHALL HAVE TRAFFIC RATED LID. Water Keynotes: 1. POTABLE/ NON -POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. 2. POTABLE/ NON -POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. 3. WATER METERS. 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W2. 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W3. 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/137.13 FOR MORE INFORMATION. 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN STANDARD DRAWING W-13. 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING SW3. 8. REMOVE AND DISPOSE EXISTING BLOW -OF ASSEMBLY. CONNECT TO EXISTING 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. Storm Drainage Keynotes: 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS (C6.10 - C6.13) FOR MORE INFORMATION. 2. TYPE I INLET CATCH BASIN PER ISPWC (ACHD SUPPLEMENT) SD-601. 3. SHALLOW INLET DETACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715. 4. SHALLOW INLET ATTACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715A. 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC (ACHD SUPPLEMENT) SD-611. Legend: - 4"W 4" FIRE SERVICE - 8"W 8" WATER MAIN -� BLOW -OFF ASSEMBLY -(� GATE VALVE FIRE HYDRANT SINGLE WATER SERVICE DOUBLE WATER SERVICE - 8"W - EXISTING WATER MAIN EXISTING BLOW -OFF ASSEMBLY EXISTING GATE VALVE EXISTING FIRE HYDRANT 8"SS - SEWER MAIN - PIRR - PRESSURE IRRIGATION (SIZE NOTED) City of Meridian Standard Notes: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN NO NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. V1 LAND GROUP O y Fs y W ca Fs r _n _cc O � 0 E coo a� co a co 00 CzFs Ln Ln cC a a co �� co Revisions Q 1. �SZONAL EA, tV �F G\ 0 68 s 2 04/07122 0 JgTe OF \,�F� 9�ESW.0 " Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Drainage & Utility Plan - Area 6 0 20' 40' I IIJ I I I 3 3 1i 1.2 9 9 9 / 4"PIRR 4"PIRR SD STORM MH 1.1 I I 6.05' / TB24.22 / --� _\ 1g 2525 E IE: 2522.22 .96'II 3 I INFILTRATION BASIN 1: 3 I VOLUME: 1,600 CU FT o 14.0:1 / I BOTTOM OF BSM: 2521 El EST. HSGW: 2520.22 I I 4.01 I INFILTRATION WINDOW: 135 SF BB: 2222 I INFILTRATION RATE: 3.0IWHR ISM LAYER) EST. BOTTOM OF ROCK: 2517.0 I I I 1 I T 5' I I � B L1 I l c 3s 0-SF I' I I I I I I MI; I I l I I a.o:1 BB: 22.22 I I I B I I 1 I F -1 I �I IE:2522.22 i 1 / 8.06' v Infiltration Basin 1 Scale: 1"=10' CV Al,, a R* R/W 4"PIRR INFILTRATION BASIN 4: Ill] El VOLUME: 275 CU FT BOTTOM OF BSM: 2523.68 EST. HSGW: 2520.8 INFILTRATION WINDOW: 12 SF INFILTRATION RATE: 7.0 IN/HR (GP LAYER) EST. BOTTOM OF ROCK: 2519.75 6.69 0 I-4.001 I 13 I N IE: �A" 4' � RA I / / CV I / N I I / 03, 44 p.r, /N I / I / II � N \ 9 9 m w I 4T N II I I MH 7.3 SO SD - STORM Ill l I I � I o � I � I o � i � I \ I I R/W 3 / TI 6.54' IE: 2523.26 D �1 9 I sD \ I N 1 IE:2523.20 DRMINLET 2.2 � I R10' I I I 40:1 I ! I I l 6.86' - I I Imo: i I I I I I � I 1 I I `I TB: 24.70 I 7.18' I / BB: 23.20 B3 L12 -- 7,828-SF Infiltration Basin 2 Scale: 1"=10' I �l �503' I /N I / -2528J INFILTRATION BASIN 5: Vnl I IMF. 900 n I Fr BOTTOM OF BSM: 2524.28 EST. HSGW: 2520.75 INFILTRATION WINDOW: 10 SF INFILTRATION RATE: 7.0 IN/HR (GP LAYER) EST. BOTTOM OF ROCK: 2520.0 R192' -* 42' I II 3.38' I I 4.0:1 I I I II BB:26.28 I I 1 4.011 2' I: 27.28 X-XI � 7,828S8M F Sheet Notes: � ` ''_ 4"PIRR 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j WE T H E _ LAND 2'97'��^ TB 25.76 I 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE = GROUP Q / ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. BB:23.76 _ 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE 24.70 I 13 1 I 5.53' BY THE FOLLOWING ABBREVIATIONS: 2526 STORM INLET 3.2 1 BB - BOTTOM OF BASIN I I I c N j BM - BOTTOM OF BERM I N I FF - FINISH FLOOR D SD S SD I I INFILTRATION BASIN 3: El [fl FG - FINISHED GRADE 4.0:1 VOLUME: 1,780 CU FT ) I I BOTTOM OF BSM: 2521.76 - B I � ' I I ' G GB - GRADE 1�: 2523.76 BREAK I I I ' EST. HSGW: 2520.4 HP - HIGH POINT INFILTRATION WINDOW: 63 SF LIP - LIP OF CURB IN I LP -LOW POINT IN INFILTRATION RATE: 7.0IWHR (GP LAYER) 4.0:1 NG I I i EST. BOTTOM OF ROCK: 2519.0 TIA - TOP TOF ASPHACH LT I INFILTRATION BASIN 2: I ) I� a TBC - TOP BACK OF CURB �1 �2 I I N I �, v TB - TOP OF BASIN VOLUME: 1,295 CU FT 1 I TC - TOP OF CONCRETE BOTTOM OF BSM: 2521.20 1 I TG - TOP OF GRAVEL EST. HSGW: 2519.7 I � I TM - TOP OF BERM I I INFILTRATION WINDOW:108 SF 3:TR - TOP OF BRIDGE TW - TOP OF WALL i Q I / a I INFILTRATION RATE: 3.0 IN/HR (SM LAYER) I I I B; EST. BOTTOM OF ROCK: 2518.5 I I 252� s c[ 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. B3 L 5.46' 3 I 00-SF I I I I 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND I I PROFILE SHEETS. cc II I R7.5' 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND I UTILITY PLANS. i I I 66:2376 Sheet Legend: / I I DRAINAGE WINDOW ` ` RIPRAP I° i BIORETENTION SOIL MEDIA IE:2524.29 6.3' I I TB: 25.78 _ y Keynotes: �� Q 3 5.79' I s r 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER - �s?, o � q 3 Infiltration Basin 3 Scale: 1"=10' I � 4"PIRR 4"PIRR 4"PI IR o I A w co ' I FL: 26.35 o TB:26.94 6.68' _ �I C. TI I I N I I I� IIN w I 9S, I J I F � 9 618' I o w INFILTRATION BASIN 6: / - '� 2 3 VOLUME: 370 CU FT t,4� BOTTOM OF BSM: 2523.94 STORM MH 7.2 EST. HSGW: 2521.6 I A � I 3 INFILTRATION WINDOW: 16 SF INFILTRATION RATE: 7.0IWHR (GP LAYER) I I 9S BI SD SD EST. BOTTOM OF ROCK: 2518.1 I I N 7.89 I --- I I 93 STORM INLET � 5.1 I 3.97' °I STORM MH 7.1 N SID SD SD 14.0:1 BB: 25.94 3 N I � /� 3 IE: 2525.94 TB:26.94 J - 2a 1 SD SD $D�7744 SD 2 ACHD BMP 30. SEE MOST RECENT VERSION OF AND S I URMWA I ER DESIGN MANUAL, APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. 2. WINDOW 30 2/C6.50). EXTEND 1-FT INTO FREE INFILTRATION PER BMP (DETAIL DRAINING SOIL. C2 R/W 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) PER ISPWC (ACHD SUPPLEMENT) SD-628. 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. y c 4"PIRR am n STORM INLET 6.1 C _cc N O ccIMEN o co E coo CD Cl) co aCJ m -) - a z cC t- C-)� a m I I Revisions 1 -- I N�STORM IN[ N N 1. ,,ZONAL EN tV G1 s 04/07/0 2222 0 TgTe OF \OPT J 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Infiltration Basin Details Infiltration Basin 4 Scale: 1"=10' Infiltration Basin 5 Scale: 1"=10' Infiltration Basin 6 Scale: 1 "=10' DWIuDIA )- APPROVEEDDD OW22 � I v �S2B I Id„b as d„b TB: 26.69 a 2s NIS 2526- -- \ 7.34' 4.0:1 11 2525 �I I� J l E:2 24.18 +4.6T y ¢ \ " o 11 F TB:26.68 Qy Sri I �2528 MR! MR! STORM INLET 7.2 2528 0 --------- ---- ------------------------- - M M M M o M M _STORM MH 7.2_ S "' STORM M� 7.1 SS SS 0:�,nffluation Basin 7 cale: P'=10' Mh! INFILTRATION BASIN 7: I 1 11 2 I VOLUME: 1,560 CU FT LJ LJ BOTTOM OF BSM: 2522.18 EST. HSGW: 2521.15 INFILTRATION WINDOW: 55 SF INFILTRATION RATE: 7.0IWHR (GP LAYER) EST. BOTTOM OF ROCK: 2520.3 1.45 - Q� MR! as -as : 2525.97 !1llld„b as -as 33 L31 5,0001 ! Uld„b - as as MPd llUld„b OS OS R3' 0 - --------- I -------- [ ------- it STORM INLET 7.3 M M M M e M M M M M M M M M M M M M M SS SS SS SS SS SS SS SS SS SS SS SS SS SS S - z 2527 r �I \ 1 � 10' - 1 l a TB: 26.51 76.14' - - - - - - i / -2526 I p�N r . IE: 2525.00 N RrO, / BB:24.51 v 2525 BB24.51 l ' � \ \`-----------'-i-- 0 3 \\ o it: 2525.30 a �- - - - - - - -- - - - - - - / O EE VOLUME: 2 5 BASIN T ) 85 98' \ VOLUME: 2,500 CU FT BOTTOM OF BSM: 2522.51 2527 EST. HSGW: 2521.0 4"PIRR 4"PIRR O 4"PIRR 4"PIRR RR 4"PIR� INFILTRATION WINDOW: 200 SIF \\ INFILTRATION RATE: 3.0 IWHR (SM LAYER) EST. BOTTOM OF ROCK: 2521.5 Infiltration Basin 9 LM lm nLL INLET 9.3 SO STORM INLET 9.2 W A 1 N M/H Mill w M/H o Iz- i i i 15.25' - Qo TB:27.51 i •S FL: 25.72 \ I Td \ FL: 25.84 y FL: 25.65 I 8S\ l 9.99' 1 \ I 1 1 P�� \ \ FL 25.53 INFILTRATION BASIN 8: \ VOLUME: 2,900 CU FT BOTTOM OF BSM: 2522.50 EST. HSGW: 2521.4 1 \ 1 4.0:1 INFILTRATION WINDOW: 100 SIF 1 \ INFILTRATION RATE 7.0 IWHR (GP LAYER) EST. BOTTOM OF ROCK: 2519.5 4. \ 1 \ \ E: 2525.09co \ 1 BE: 24.50 I 1 1 \ \ 1 4.0:1 If / 10 / i Q� * 4.6' 10 Infiltration Basin 8 Scale: 1"=1 O lit EP EP t EP EP EP EP TB:28.68 ai - 50.45' Qh� STORM INLET 10 - - - - - - - - - - - - - - - - - - - - - - - - / R5' / 2528\ SO 2527 3D / \\\ I--- ---- -- - v - \\\\ \t\ y 1 IE2526.26; N v� vvy( rs, 1 4p11 \ INFILTRATION BASIN 10:EM VOLUME: 2,225 CU FT \ \ v 9 BOTTOM OF BSM: 2524.18 \ \ \ \ \\ \ \ EST HSGW: 2523.1 \ \ 7 \ B6:26.18 \ INFILTRATION WINDOW: 75S1� F INFILTRATION RATE: 7.0IN/HR (GP LAYER) \\\ G/ EST BOTTOM OF ROCK: 2523.1 \ j 9q \ \ \ Gigq \ G7g9 �s �o Gig9 \ Gigq r-� Infiltration Basin 10 Sheet Notes: ��_ % %PPS T H E NUa _ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. LAND 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT 2.00%. SLOPES WITHIN G R O U P PEDESTRIAN RAMPS SHALL NOT EXCEED 1 12ESLOPE N ANY DIRECTION. THERE = ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN BM - BOTTOM OF BERM FF - FINISH FLOOR FIG - FINISHED GRADE FL - FLOWLINE GB GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN TC - TOP OF CONCRETE TG - TOP OF GRAVEL TM - TOP OF BERM TR - TOP OF BRIDGE TW - TOP OF WALL 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND UTILITY PLANS. Sheet Legend: \ DRAINAGE WINDOW RIPRAP I BIORETENTION SOIL MEDIA Keynotes: Z Q 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER DESIGN - y MANUAL, APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. 2. INFILTRATION WINDOW PER BMP 30 (DETAIL 2/C6.50). EXTEND 1-FT INTO FREE DRAINING SOIL. 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) PER ISPWC (ACHD SUPPLEMENT) SD-628. 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. Cn y ca v Z Cn _n cc oboe Q i� � � �� 0 CJ E coo 0 co )I C U c a z Ln -� co a c� SAN Revisions 1Q TB: 28.68 4p7gq 1. ,,ZONAL EN tV 31 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Infiltration Basin Details C6,11 Scale: 1"=10' Scale: 1"=10' APPROVED ante osrzsrzz AN FU RAW i i � r r t I � I � � I S SD I STORM INLET 11.2 I I � I i I I I � I I I I I I � I � I I I i � I I I i I � I N I N I I i I I ' N N I N I � I 1.W I I I I � � I i i n I n n I I I I I I I I I In 9 IIL 9 t I e ----- ------------------------- - ,,_---- x v 90 IE: 2525.78 SO u � -- TB:27.03 96 ,� 3'* �Q5 3 I 4.0'1 I I I I BB 25.78 I I I I I I 1 I I a I I v I I B4 LB 5,0001 I I �S2e 4.0:1 8.12' INFILTRATION BASIN 11: a °C VOLUME: 1,135 CU FT O[ a BOTTOM OF BSM: 2523.78 EST HSGW: 2521.9 o ` ' INFILTRATION WINDOW:100 SF INFILTRATION RATE: 3.0 IN/HR (SM LAYER) EST BOTTOM OF ROCK: 2523.5 PIRR - B4 L9 028-5 cr 4' I I v I I 4.0:1 'I I I I I 4"PIRR I I 'I BB: 25.78 'I 4.0:1 m d a� 9 24j 4-4-4 -- -- -- filtration Basin 11 Scale: 1"=10' INFILTRATION BASIN 12: El El VOLUME: 1,270 CU FT BOTTOM OF BSM: 2524.54 EST HSGW: 2523.2 INFILTRATION WINDOW:100 SF INFILTRATION RATE: 3.0 IN/HR (SM LAYER) EST BOTTOM OF ROCK: 2523.5 4"PIRR q � \ Ps ` \ \ / \ TB: 28.04 Pg35 4.0:1 BB: 2 54 I I IN I I I l I I ` I 14.0:1 I I I 2 5' 34118 1 5 7B0 Sf 4.91' I o N � 1 0 I� t+J I� 7' 14.0:1 I I I N I I I I BB: 26.54 o� 4.0.1 I v 3 d IE:2926.54 TB: 28.04 4 54' r I /JI I Infiltration Basin 12 Scale: 1"=10' 19 9 IM INLET 13.3 INFILTRATION BASIN 13 SD VOLUME: 3,630 CU BOTTOM OF BSM: 2523.8 EST HSGW: 2522.7 INFILTRATION WINDOW: 300 S INFILTRATION RATE: 3.0 IN/HR (SM LAYER \ EST BOTTOM OF ROCK: 2522. \ \ \ \ \ \ \ I I 1 \ I A \ I I I I � I I I I I I I I S STORM INLET 13.4 - S 9 SO S � I I I i I i I � I I I I I I I I I I I I I I i A I J I i I I I I I I I I I I \ I I I � I I s I � I I I I I I I I I I STORM INLET 13.2-\ / g0 FT 5 F 8 TB:27.80 I� a / / BB:25.80 / qs / Q 10,E II II I 1 1 I 10' I I / I / I I / IE:2525.80 / SD N 3 4.0:1 I 1 / N I � 1 I � 1 I I I N I I 11 1 II 10, 4.0:1 d � T I h IEI 2525.80 + N � BB: 25.80 � 1 i I � I> 1 1 L o I o 1 I � � I � I l I �'1 I I :- � TB:27.80 'Qp SO SO i � I 4'PIRR IRR i ' ease I Infiltration Basin 13 Scale: 1-10' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j T H E cr 2 LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS LAND SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2. 0%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE = G R 0 U P ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN BM - BOTTOM OF BERM FF - FINISH FLOOR FG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MIX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN TC - TOP OF CONCRETE TG - TOP OF GRAVEL TM - TOP OF BERM TR - TOP OF BRIDGE TW - TOP OF WALL 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND UTILITY PLANS. Sheet Legend: DRAINAGE WINDOW RIPRAP r v BIORETENTION SOIL MEDIA Keynotes: Q 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER - ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER DESIGN CaMANUAL, APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. 2. INFILTRATION WINDOW PER BMP 30 (DETAIL 2/C6.50). EXTEND 1-FT INTO FREE DRAINING SOIL. 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) PER ISPWC (ACHD SUPPLEMENT) SD-628. 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. Cn y c mill Z � n y cc ow y O Cc O N CJ CO ff Cl) CD co a_ 2E N z cC a t- C-)� a _ c� N corn Revisions Q N a N N � /N N C a 1. ��SZONAL EA, t R�0\ C 68 s 04/07/2022 0 TgTe OF \OPT 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Infiltration Basin Details C6,12 DW APPROVED J OW22 Hllld„b u II _ ---�2539- Il 2541 2540- -2542 lI f1 2542 -2541 Il � 9 atlld„b 2532- 2531 aald b 2528 0 aaid„b - 1 2527 ` - - ++ aaldub 2526 _ _ tlilld,b _ Q - - - - - - - - - ------\\ - BB:25.50 - - - - -- - /• �� \ � IE:2525 50 '- Qryh--------------------------- -- _------ 104.25'-------- ------- - INFILTRATION BASIN 14: El El VOLUME: 3,300 CU FT BOTTOM OF BSM: 2523.50 EST. HSGW: 2522.50 INFILTRATION WINDOW: 275 SF INFILTRATION RATE: 3.0 IN/HR (SM LAYER) EST. BOTTOM OF ROCK: 2522.50 Infiltration Basin 14 Scale: 1"=10' M/H c� KIW STORM INLET 14.3 ------------------- +� e3 L4 216,936-SF O Sj68,\ \ \ TB: 25.26 95' IE:252351 / 2526/ - 2524 v 10 BB:23.51 R70' I// /� b� INFILTRATION BASIN 15: ME]n TB: 25.26 \ / VOLUME: 4,375 CU FT BOTTOM OF BSM: 2521.51 EST HSGW: 2520.50 INFILTRATION WINDOW: 160 SF INFILTRATION RATE: 7.0 IN/HR (GP LAYER) EST BOTTOM OF ROCK: 2520.00 d 2530 ddldub R/W R/W I R/W ww I/,,11, - wW \\\ ao \� \ \ \ 7K 29.85' L ---64.19'---------- - - TB:24.45 - -- - - - - BB:22.70 / 10 1- Sheet Notes: %k% gre. T H E 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. % WE LAN D 2 LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2. 0%. SLOPES WITHIN G R 0 U P PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE = ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB - BOTTOM OF BASIN BM - BOTTOM OF BERM FF - FINISH FLOOR FG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK HP - HIGH POINT LIP - LIP OF CURB LP - LOW POINT MX - MATCH EXISTING TA - TOP OF ASPHALT TBC - TOP BACK OF CURB TB - TOP OF BASIN TC - TOP OF CONCRETE TG - TOP OF GRAVEL TM - TOP OF BERM TR - TOP OF BRIDGE TW - TOP OF WALL 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND PROFILE SHEETS. 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND UTILITY PLANS. Sheet Leaend: DRAINAGE WINDOW l RIPRAP BIORETENTION SOIL MEDIA Keynotes: Q 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER DESIGN - y MANUAL, APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. 2. WINDOW 30 2/C6.50). EXTEND 1-FT INTO FREE INFILTRATION PER BMP (DETAIL DRAINING SOIL. 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) PER ISPWC (ACHD SUPPLEMENT) SD-628. 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. Cn y c Z � n C _cc O cc � O a CJ !_ � O M coCDo a Z cC t- C-)� a m 2-, Revisions 1. ,ZONAL EN a . s 04/0710 8 0 J11 OF \O PT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Infiltration Basin Details f� Infiltration Basin 15 Scale: 1"=10' Infiltration Basin 16 Scale: 1"=10' C6,13 APPROVED e ,21,z2 ...vna'rro= GIRR STRUCTURE NON -SEALED ISOLATION JOINT PER DETAIL 3/C2.50. 2� MIN. SLOPE 1/8"/FT. 1-1/2 FINISH GRADE SOD MAX. SLOPE 1/4"/FT. AREAS, 1" FINISH GRADE SEED AREAS TOPSOIL AS SPECIFIED 4" DEPTH OF BASE COURSE PER — ------ SPECIFICATION SECTION 312000 LCOMPACTED SUBBASE PER SPECIFICATION SECTION 312000 NOTES: 1. INSTALL CONTRACTION JOINTS AT 10' O.C. 12-IN Mow Curb Scale: 1" = 1 4 E,-TT01.1 C-_L NISI - LLSd`` N FI — - � s LI L I I IL �� _,C �- ILI /L '•AAfLtIAL ,I, Ill , �.: ,1-.-'II IY A. -Al 'A D 21OFFTF\TON `:OII (1 R, C_ `�C a II v -; J I3., I'A[)I .. v' N _K I, K..; L 113 I II II.)IN' :; IITtiI I I P a 2' -NICK :' -OPT Q'J'1_ �;-fE/,EL L,YYER FOR SECTION WITH CURB 11,AL ;_' Al-Al-�I '- N.T.S. Nat" IIr ,4I N 1,I N _-,-H 'ER SI I`. F=CS :'SIN 50TT1i',1 C::I .� ET r 1 ��I� 1 T �P �� 1►� 1 / y �� - CAI I pia _„ ti;P �1 - F" F- -=\T ,N 5C_ <�� ! �N.TI 2F MATFFIA'I 1 _J 1F',C-ED - �I : f'%,�. TF F :- �'FT=N-IO`. C. T ��"4 C N_'f L_,I -. J,,�FI. _ _.. L ;-FIY ;LI. 1.4'.1 PAIN fI C - l ,I J F r RF 1: 'RF-FVTION C;;I I -I ,L, C I' P,_ Y I D, r3 IAA. i 1D LiKF,'._1 F. F,..I.I.JK-F EICF_ E'l JV �. TEI'-,< C0 L SECTION WITHOUT CURB FF F:� T R:'.cE 1L =-T E- vc N.T.S. -FIC E HI �H _E� I _,F= VC F ,i I `JF=T '1_ 3I1C,RETENTI0N ` T I[=eo ,-_ -C T - -R _ CICA ,<''A_E [3MP �L! OF I1=1, ;HEFT 1 CF 3 ACHD BMP 30 - Bioretention Swale Scale: NTS \\ OF �� /�W� r / THE LAND GROUP O _ _ y y Cz n O cc 0 a E 00 co °° 00 _ Cz a L M 1 _ co Revisions zl� 1. �S10NAL @N gE' 1 J�� 04/07/2022 I sT o ArF of rCP �9'�Es Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Utility Details r VYL I i i I I I pc CD APPROVED n,1e OW22 I I I I I I I fllENIMBFA: I I I I I I I 4 4"PI R � q pIRR 4"PIRR o 4"PIRR 4"PIRR 1 GIRR-01 4-FT SO BOX PER ISPWC SD-619 0 STA:0+00 RIM:2526.35± SUMP: 2521.42 IE IN: 2521.42, 12-IN PVC (S) �0C z c3 B2 L3 IE OUT: 2521.42, 12-IN PVC (E) CV N B2 L4 B2 L5 B2 L6 B2 L7 B2 L8 T 5,000-SF 5,000-SF 5,000SF 5,000-SF 5,000-SF 5 000-SF I OGIRR-02 4-FT SO BOX PER ISPWC SD-619 STA: 1 +05.02 RIM, 2526.71± SUMP: 2521.65 IE IN: 2521.65, 12-IN PVC (E) o IEOUT: 2521.65,12-INPVC (N) + ------- -------- ----- w w w w w w w w - SS SS SS SS SS SS SS I I � I I I I I I I I I I I I I I I I I �- 12"GIRR 17"f�IRR GIRR-07 U 7 Y 4-FT SO BOX PER ISPWC SD-619 � RIM:2525.96± SUMP: 2522.18 I IE IN: 2522.18, 12-IN PVC (W) I B2 L GIRR-06 O O GIRR-03 B2 L12 I 3,142SF I 4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 I 2o0-s RIM: 2525.84± STA: 2+64.90, 0.00, I SUMP:2522.18 RIM:2527.53± I IE IN: 2524.35, 12-IN PVC (N) SUMP: 2522.00 I IE OUT: 2522.18, 12-IN PVC (E) IE IN: 2522.00, 12-IN PVC (SE) I IE OUT: 2522.00,12-IN PVC (W) I 2+00 _ ___ 160-LF OF 12-IN PVC AT 0.22%� w w w w w w- - SS SS SS SS SS - SD SD SD SD SO B3 L10 I 13 L9 I B3 L6 I 83 L7 I 5 000-SF 5,000-SF 5,000SF 5,000-SF 5,000-SF 4"PIRR 4"PIRR 4"PIRR 4"plpR Gravity Irrigation Plan and Profile - Waste Ditch Horizontal Scale: 1" = 30' 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 w w W_ -, W�W i A, SS SS M SD SD SO - - - - - - - - - - - - - - - yr - - - - - - - - - - - - - - - - - OGIRR-04 i - 4-FT SO BOX PER ISPWC SD-619 / _ \ STA: 3+29.64, 0.00' RIM: 2527.46± B3L5 \ SUMP:2522.15 5,000-SF I / \ IE IN: 2522.15, 12-IN PVC (E) IE OUT: 2522.15, 12-IN PVC (NW) I I I I I II I I I I � , I en I I � 3 I II 3 I I 12"GIRR 12"GIRR 12"GIRR 4"PIRR I I I c� B3 L1 I I! I I co co I I I 4,594-SF ;I I I I B3L2 I I s,000-sF I 3j i I I I I I I I / I / B3 L3 I I I 5,378-SF I I / I I / I EXISTING GIRR-03 O I 4-FT SO BOX PER ISPWC SD-619 ' I I STA:5+29.63 - 12"GIRR 4+00 RIM: 2529.40± 52-LF OF 12-IN PVC AT 0.25% SUMP: 2524.26 128-LF OF 12-IN PVC AT 0.P2% 12"GIRR 1 S IE IN: 2524.27, 24-IN PVC (E) 5+00 IE OUT: 2524.26,12-IN PVC (W) OGIRR-05 4-FT SO BOX PER ISPWC SD-619 STA:4+57.46 // I 24„GIRR 6+00 24"GIRR RIM: 2526.90± / 20-LF OF 12-IN PVC AT 0.25% SUMP: 2522.43 IE IN: 2524.08, 12-IN PVC (E) IE OUT: 2522.43, 12-IN PVC (W) I I 1 4"PIRR I 0 30' 60' GIRR DRAIN: Sta. -0+ 0 - 6+30 30' HORIZONTAL SCALE: 1" VERTICAL SCALE: 1" _ ' GRADE AT EXISTING PIPE CENTERLINE 5 1 -� _ - 24-IN PVC AT 0.20% tEXISTING PVC AT 0.22% R-03 PER ISPWC SD-619 3±GIRR-04 160-LF OF 12-IN PVC AT 0.22% 128-LF OF 12-IN 105-LF OF 12-IN PVC AT 0.22% 4-FT SO BOX PER ISPWC SD-619 STA: 3+29.64 RIM: 2527.46± SUMP: 2522.15 4-FT SO BOX PER ISPWC SD-619 STA: 1 +05.02 RIM: 2526.71 ± SUMP: 2521.65 IE IN: 2521.65, 12-IN PVC (E) IE OUT: 2521.65, 12-IN PVC (N) O GIRR-03 4-FT SO BOX PER ISPWC SD-619 STA: 2+64.90 RIM: 2527.53± SUMP: 2522.00 GIRR-05 4-FT SO BOX PER ISPWC SD-619 STA: 4+57.46 RIM: 2526.90± SUMP: 2522.43 IE IN: 2524.08, 12-IN PVC (E) IE OUT: 2522.43,12-IN PVC (W) .26 IE IN: 2524.27, 24-IN PVC (E) IE OUT: 2524.26, 12-IN PVC (W) L20-LF OF 12-IN PVC AT 0.25 GIRR-01 O 4-FT SO BOX PER ISPWC SD-619 STA: 0+00 RIM: 2526.35± SUMP: 2521.42 IE IN: 2522.15, 12-IN PVC E () IE OUT: 2522.15,12-IN PVC (NW) IE IN: 2521.42, 12-IN PVC (S) IE IN: 2522.00, 12-IN PVC (SE) IE OUT: 2521.42, 12-IN PVC (E) IE OUT: 2522.00, 12-IN PVC (W) EXISTING GROUND ELEVATION 52-LF OF 12-IN PVC AT 0.25% PROPOSED GROUND ELEVATION AT PIPE CENTERLINE AT PIPE CENTERLINE N N N W N N N N V� N N N N M 49 N N N N N � M� N N N N N tT N N N N O ^ R N N N N M O a0 N N N N O M M� N N N N M N N N N Q M N N N N QO N N N N V N N N N N N M M LL'l N N N N M W N N N N N N N N N N N N 4'1 N N A N N W N N O N N 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 Sheet Notes: 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 6. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. Gravity Irrigation Keynotes: 1. INSTALL 4-FT STANDARD IRRIGATION BOX PER ISPWC SD-619. LINE LANDSCAPED PERIMETER WITH A 1-FT MOW CURB PER DETAIL 1/C6.50. 2. PRESURIZED IRRIGATION STRUCTURE WITH CLEMMONS. SEE SHEET C7.51 FOR MORE INFORMATION. 3. PUMP STATION WET WELL. SEE SHEET C7.50 FOR MORE INFORMATION. 4. CORE EXISTING IRRIGATION STRUCTURE. INSTALL NEW PIPE WITH WATER TIGHT CONNECTION. 5. CONNECT TO EXISTING PIPE WITH BELL END OF NEW PIPE. INFORM ENGINEER OF ANY DISCREPANCIES. 6. EXISTING GRAVITY IRRIGATION STRUCTURE. PRESERVE AND PROTECT. 7. PIRR SECONDARY CONNECTION TO DOMESTIC WATER SUPPLY. SEE C6.04 AND C7.11 FOR MORE INFORMATION. M. i�..�. M. �� LAND GROUP m O y CO) y c n I_ W _cc 0 IIIIIIIIImCJ co co coa 00 CmZ cC a t- a C-D� � � Revisions Q 1. ��SZONAL EN t � G1 C a . 68 s 04/0712022 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: PeBnit Set Gravity Irrigation Plan and Profile: Waste Ditch -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 6+00 6+30 DWIuDIA )- APPROVED OWs22 FIENl61BFA: ra-mn Pressurized Irrigation - Overall IR 12"GIRR I I I i I 24"GIRR i I i I i I i I I I I � I AREA 1 _ _ _ _ _ _ _ AREA 2 I I I Sheet Notes: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. SEE SHEET C7.13 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Pressure Irrigation Notes: 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF 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 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 MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE 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. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE 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 RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEO) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS 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 SYSTEMS. 24 THE LAND —GROUP O y ■ y � y C J ■� n Cc y •— OCc CD co �•+ 00 �, 00 Cc o0 ■� CLn z aco a _ �� Revisions 1. ,,ZONAL EN tV G1 68 1 04/07/2022 0 JgTe OF \Opp 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation - Overall Horizontal Scale: 1" = 70 0 70' 140' C7,1 0 APPROVED UIE 82-LF 4-IN PI ru INSTALL 4-IN GATE VALVE P2 INSTALL 4-IN GATE VALVE -- I I I I i J I - h 2" 90° AND 11.25° ELBOW _ ' 99-LF 4-IN PI 82-LF 4-IN PI 1 90°AND 11.25° ELBOW — — — — IRS R = _ - —-371-LF 4-IN PI W/THRUST BLOCK 6 W/THRUST BLOCK 12"GIRR INSTALL 4-IN GATE VALVE 12"GIRR - 12"GIRR piR( 90°ELBOW 82-LF 4-IN PI Sh' " Ih 4„NIHfi 126-LF 4-IN PI 9-LF 4-I PI - (] 15-LF 4-IN PI — — — W/THRUST BLOCK I 4 TYP 3 16-LF 4-IN PI 6-LF 4-IN PI P2 P1 INSTALL 4-IN GATE VALVE 45° ELBOW P1 � II 4 90°AND 11.25° ELBOW I I q W/THRUST BLOCK 45° ELBOW 90° AND 11.25° ELBOW 90° AND 11.25° ELBOW 5 I 51 -IN PI W/THRUST BLOCK I I W/THRUST BLOCK � I I I I I II I W/THRUST BLOCK W/THRUST BLOCK K 20-LF 4-IN PI 4 I I I I INSTALL 4"x6"x4" TEE 25-LF 4-IN PI INSTALL 2-4" GATE VALVES I I TYP 3 (I W/THRUST BLOCK 1 / 3i I al I I j I I --- ------------------- ----- ------ NI I ' _W_W W W W W W W W W W W I I I 3 S SS 1 3 TYP. SS SS - �� - te— S - SD SD SO SO SD SO - ------------ ------- ----- --- I � I --- - -- - -- -- --- - -- -- --- m- ---- - - - -— 12"GIRR 11.25° ELBOW / W/THRUST BLOCK / _ 11.25° ELBOW TYP. 3 4 _ �— W/THRUST BLOCK 25-LF A -IN PI I 90° ELBOW 45° ELBOW 4 „ W/THRUST BLOCK " IRR 4"PIRR W/THRUST BLOCK e•oiRR 353-LF 4-IN PI 4"PIRR 4"PI 100-LF 4-IN PI 4 I 11.25° ELBOW 4"PIRR INSTALL 4" TEE z TYP. 3 W/THRUST BLOCK 774-LF4-IN pi 4"PIRR btiF 1 c 1 \ INSTALL 3-4" GATE VALVES I 4 W/THRUST BLOCK I I � � J 45°ELBOW w W/THRUST BLOCK \ \ _ INSTALL 4-IN GATE VALVE ------------- ---- ------ // w w w w w w w Pi ------ --- - J P2 S S S� - g$-- W W W � - / I I I � \ P2 90°ELBOW------------- ------ -------------------------i 4"PIRR 190-LF4-IN PI 4"PIRR \� INSTALL4-IN GATE VALVE --___ S - c,0 i rns / 11 n LF 4-IN PI _ _ — S I / / W/THRUST BLOCK — — — — — �� ' INSTALL 4" TEE I — — — _ • �G ; INSTALL 2-4" GATE VALVES INSTALL 4" TEE P1 I I I I I cs W/THRUST BLOCK INSTALL 24' GATE VALVES i a a z LL c6 CD q _ INSTALL 4" TEE INSTALL 2-4" GATE VALVES W/THRUST BLOCK Cr rr ++a f� Lr a � z � J n M a rr co W/THRUST BLOCK II / // I \ I I II \ \ 41-LF 4-141-LF 4-IN PI 197-LF 4-IN PIRR TYP 4"PIRR PI 4"I / • --- 1 . 3 1 3 II 1 90° ELBOW INSTALL 4" TEE 53-LF 4-1N pi W/THRUST BLOCK W/THRUST BLOCK _ — — 4'PIRR 11.25° ELBOW / --- �z W/THRUST BLOCK 98-LF4 IN PI l l I I 4 INSTALL 4" TEE 4" R / 4 W/THRUST BLOCK INSTALL 4-IN GATE VALVE -- p2 ^ 4 P1 12-LF 6-IN PI ° INSTALL 4' TEE 5 I 4"PIRR - 6-LF 4-IN PI' — — — 11.25° ELBOW a INSTALL 4" TEE - d 4)4 W/THRUST BLOCK -- v INSTALL 3-4' GATE VALVES 4 W/THRUST BLOCK 166-LF 4-IN PI W/THRUST BLOCK 45° ELBOW 4"PIRRINSTALL 4-IN GATE VALVE 4 311 41-LF4 P - 4"PIR 175-LF41NP1 l l a I W/THRUST BLOCK 11 1 INSTALL 4" TEE 4 4"PIRR 45° ELBOW N WITH 450 ELBOW TYP. 3 / W/THRUST BLOCK W/THRUST BLOCK 900 ELBOW / gg a W/THRUST BLOCK I o M INSTALL 4-IN GATE VALVE — — / \ ✓ I I / I I -- , AREA 2 P2 v P1 S- �� SS W W \ I I A � •� �7 c� W _ o------------------------- SO INSTALL 4-IN GATE VALVE - --- _ ---- —— - D so _ SO I I II • II I �\ � i 0 i \ li 11.25° ELBOW \ - ------ - ! W/THRUST BLOCK a INSTALL 4" TEE ¢ b b Pressurized Irrigation - Area 1 Horizontal Scale: 1" = 40' 0 40' 80, Sheet Notes: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. SEE SHEET C7.13 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Pressure Irrigation Notes: 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF 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 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 MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE 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. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE 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 RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEO) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS 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 SYSTEMS. Keynotes: # P1 POTABLE WATER MAIN CROSSING - SEE NOTE NO. 3 ON THIS SHEET. P2 C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE DIAMETER OF THE PRESSURE IRRIGATION MAIN. P3 INSTALL PRESSURE IRRIGATION RISER 3/4-INCH SERVICE FOR ALL BUILDING LOTS. SEE SHEET C6.02 FOR DETAILS P4 INSTALL PRESSURE IRRIGATION RISER 2-INCH SERVICE FOR COMMON LOT SEE SHEET C6.02 FOR DETAILS P5 LOCATION OF SECONDARY WATER SOURCE METER. CONNECT AND CONTINUE MAINLINE TO BACKFLOW DEVICE. INSTALL ZURN 375 1 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. CONTINUE SECONDARY SOURCE TO IRRIGATION MAINLINE. p6 INSTALL PUMP STATION PER SHEETS C7.50 AND C7.51. Legend: INSTALL PRESSURE IRRIGATION RISER. REFER TO KEYNOTES 3 AND 4. SEE SHEET C7.13 FOR DETAILS ® INSTALL 4-INCH GATE VALVE. SEE DETAIL 2/C7.13. sF INSTALL ZURN 375 1 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. tA LAND -GROUP ■O .y y � y C J i Cc y •— i ccCD E coo c0 cc ■� CZ z Nix c Revisions 1Q 1. �SZONAL EN a . s 04/07122 2 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Fermit5et Construction Documents Pressurized Irrigation - Area 1 C7,11 CiWT—,)- F APPROVED Chi OW22 FIENl61BFA: ra-mn X X / 111 I I I I I I I I I I I 1 I I I I Ss Ss - — — — — — — — — � 1 11.25 ELBOW o W/THRUST BLOCK J ' 11.25° ELBOW W/THRUST BLOCK � Gi9F INSTAI \ W/FHRUS INSTALL 4" TEE J INSTALL 4" GATE VALVES W/THRUST BLOCK \ Pressurized Irrigation - Area 2 s� III 1 I 1 i I � INSTALL 4-IN GATE VALVE I /III it I 11.2 W/THRU TYP. 3 II I ll I 4"PIRR / I 98-LF 4-IN PI / I INSTALL 4" TEE 4" R / I W/THRUST BLOCK / % a INSTALL 4" TEE 0 I z Q INSTALL 3-4" GATE VALVES W/THRUST BLOCK 4 I � / a 4 4"PIRR / l 900 ELBOW 0 / W/THRUST BLOCK I III I�� _ W W I I I I I 5o I II I I so I II I I I 1 SO I I I la 1 / v 4 / I II II I I I I � I i a I I J I 244-LF 4- I IN PI 4 PIRR 4 I I J INSTALL 4" TEE I I INSTALL 3-4" GATE VALVES W/THRUST BLOCK I I II I I 4 I \ / r \ / r I �C� i I � I I I I I I I I I I J �I I I I I I I 80-LF - I 4 / 4" OIRR BOW W/THRUST BLOCK / INSTALL TWO (2), 4-IN GATE VALVE INSTALL 4-IN GATE VALVE / I / I I INSTALL 4-IN GATE VALVE I I I I II 4 Sheet Notes: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. SEE SHEET C7.13 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. Pressure Irrigation Notes: 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF 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 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 MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 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 RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE 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. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE 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 RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEO) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS 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 SYSTEMS. Keynotes: # P1 POTABLE WATER MAIN CROSSING - SEE NOTE NO. 3 ON THIS SHEET. P2 C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE DIAMETER OF THE PRESSURE IRRIGATION MAIN. P3 INSTALL PRESSURE IRRIGATION RISER 3/4-INCH SERVICE FOR ALL BUILDING LOTS. SEE SHEET C6.02 FOR DETAILS P4 INSTALL PRESSURE IRRIGATION RISER 2-INCH SERVICE FOR COMMON LOT SEE SHEET C6.02 FOR DETAILS P5 LOCATION OF SECONDARY WATER SOURCE METER. CONNECT AND CONTINUE MAINLINE TO BACKFLOW DEVICE. INSTALL ZURN 375 1 1-1/2. REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. CONTINUE SECONDARY SOURCE TO IRRIGATION MAINLINE. p6 INSTALL PUMP STATION PER SHEETS C7.50 AND C7.51. Legend: INSTALL PRESSURE IRRIGATION RISER. REFER TO KEYNOTES 3 AND 4. SEE SHEET C7.13 FOR DETAILS ® INSTALL 4-INCH GATE VALVE. SEE DETAIL 2/C7.13. sF INSTALL ZURN 375 1 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. �� i*1_ �WE LAND GROUP ■O y y � y C •� n Cc y •- rr CIO CD E coo }+ a, co00 � a ■� CIO z a a _ Ln co �� co Revisions Z]_\ �SZONAL EN tV G1 s oai07122 2 0 JgTe OF \OPT 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation - Area 2 Horizontal Scale: I" = 40 0 40' 80, C7,12 APPROVED e I21,z2 ...vna:rro= NAMPA & MERIDIAN IRRIGATION DISTRICT DDMEETIC WATER METER BOX COVER OBLITERATE WORDS 'WATER METER' AIR RELEASE VALVE 1 1/2. 200 PSI RATED FORD No. X43 CAST IRON WITH 13 1/2" LOCKING LIDS SDP EQUIVELENT / ?0- PVC /�`�♦♦♦\j \� MIN 1 CU. YD. DRAIN ROCK TO BOTTOM OF VPL4E FOR SUPPORT AIR RELEASE - -NTS-- NAMPA & MERIDIAN IRRIGATION DISTRICT 01 a' sOR zr we wgx E](IQO I9• rBOYE cp011r4O - ._ -. Q J• . 4' a 6 @IOtR BLOCI( (at EOVIU Qs 4• . Tc• sxeae Iln.n>r O 4' LIMI LNE wNww © 6 x �' 200 PS POLY IB' Ii901E mwzw _ pi • E4L ooRO STOP ep Roa4 albs p r flD44E roO. ] ® LocArOR rNaE T © ]• PVC RUG 2 ® MAaIOA 51FFL T PoSE S ni IDNG SIDE SERVICE "MODIFIED" TYPE A RISER SHORT SIDE SERVICE NTS__ SINGLEFAMILY RESIDENT -- ----------- _._--_- NAIVEA_MERIDIAN_IRRIGATION DISTRICT NAMOA & MERIDIAN IRRIGATION DISTRICT i DOMESTIC WATER METER ' iBOX COVER 0 UTERATE WORDS "WATER METER" FORD No. X43 CAST iRcm WITH 13 1/2" LOCKING U05 20• PVC /1 1/2" CURB STOP BALL LVE SUCH AS FORDABII 566 SW MIN 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE 'BRASS PIPE \//�o 0 0 0 `� \/ FOR SUPPORT 0 0`00�0 I DRAIN VALVE —NTS-- I i 1 2 3 6 7� 8 4 5 9 10 1}IROUGI-1 LINE CONNECTION, TEE THROUGH LINE CONNECTION, CROSS USED AS TEE CHANGE IN LINE SIZE Wll1'1 REDUCER DIRECTION CHANGE, CROSS USED AS ELBOW DIRECTION CHANGE 90' tLbow DIRECTION CHANGE, TEE. USED. AS ELBOW DIRECTION CHANGE THROUGH LINE CONNECTION, WYE VERTICAL DIRECTION CHANGE, BEND ANCHOR, SEE NOTE OLLOW VALVE ANCHOR, SEE NOTE BELOW E: IF THRUST, DUE TO HIGH PRESSURE, ARE EXPECTLO, ANCHOR VALVES AS SHOWN IN DETAIL #10, AT VERTICAL HLNd3, ANCHOR TO RESIST OUTWARD '1HRUSIS. NAMPA & MERIDIAN IRRIGATION DISTRICT GRAVEL SURFACE PAVED SURFACE 5 n- MINUS ORAVCL Ac PAVEMENT, CLASS 0, FURNISHED / AIJU PUCE IH ACCopOANCE WfHI Z MIN. OEPTII APWA NEC, 34. AS REOUIREO BY cONIOOLLING AGENCY. LAIN. OF 2" NAIVE LIA I LNIAL AS CALLED TOR IN nIE SPEcIrrw KINS COMPAC LED NEAT PAVEMENT CUT. APPLY IU 95't III ACCORDANCE MIT GCS-1 EMULSIFIED AEP{IAIi ASTM D see. 70 JOINTS PRIOR TO. yT /RFPIACINO PAVEMEN( UNDre I ROEO 36' 1.814. W"HOT ". {' Jf %r %a- MINUS oTAvEL COMPACtEn COUNTY STREET R.O.w.�Iij ON% IN ACCORDANCE WITH ASIW O O98 PPE DE DIN As CALIftl FOR IN THE SPECIF7CATION� AND coMP//,�cTED TO 95% IN AccopbN(cE WITH _ y_I I /sTN D sea: —F\CLASS 200. SOH 21 PVC PIPE MAX — MAX IYPICAL 41REET CROSSING 'SCALE (SEE N01E5 1 THRU X) REDUCED PRESSURE BACKFLOW PREVENTER PER PLAN. STRONG BOX ENCLOSURE. FOR 1" AND SMALLER R.P.V. USE SBBC-30AL, LARGER THAN 1" R.P.V. USE SBBC-45AL. PROVIDE LOCKING KIT 10" ROUND VALVE BOX * 6" FINISH GRADE 10" O CLASS 200 PVC BRICK PAVERS (1 OF 3) ISOLATION VALVE. LEEMCO GATE VALVE WITH GROSS TOP (LGT11 SS304X). SIZE TO MATCH IRRIGATION MAINLINE SIZE. �ANAPA i & MER•IDGAR IRRIGATION DISTRICT Qi r soa zr Pvc vn EKIDO le' A9G.'E atow4o Q ]• . {' : fi' C910FA 130CK (OR FOLK) Q a , ,• swat wreMw Q 4- It1P1 lf+E WNIIY Q �' PaY PIPE 200 P9 I © 6 •'Yi• ZOO P51 POLY w A9OVE CRa9w _ TO r.• ePAa caw. COUPLfK3 — O )v an— CU 9 s oP Q ROCK CMPE ® J" FOaLE AOO. 7 E ® LOGIOR IW✓E Z 6 9 ® YARRD4 sons- -T POST GALV. UNION TEE WITH 1" PLUG FOR SPRINKLER BLOWOUT BY AIR COMPRESSOR. AIR GAP z_ 10.5" 4" THICK CONCRETE PAD, SIZE AS REQUIRED TO PROVIDE 6" OFFSET ON OUTSIDE END AROUND ENTIRE ENCLOSURE. PEA GRAVEL DOMESTIC WATER LINE \\i�\i\��\� \ GALV. ELBOW J L SOLVENT WELD BELL END PVC CONNECTION PIPE TO SCH. 80 NIPPLE, CUT GALV. NIPPLE LENGTH AS REQUIRED.\ �\ DRAIN VALVE. VALVE SHALL BE OFFSET THREADS OFF GLUED END. MATCH MAINLINE SIZE (TYP.) �\\ \� FROM SERVICE LINE WITH GALV. TEE AND NIPPLE. %" BUCKNER VBM BRASS ANGLE VALVE WITH VERTICAL 2" NIPPLE. 2 CUBIC FEET OF PEA GRAVEL NOTES: 1. ALL FITTINGS & PIPING SHALL BE TAPE -WRAPPED SCH. 40 GALVANIZED STEEL FROM THE POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 2. PROVIDE 3" CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW -OFF PLUG. INCREASE ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES. (♦� REDUCED PRESSURE BACKFLOW ASSEMBLY SCALE: NTS LLNC SOE SETMCE "MODIFIED" TYPE A RISER LONG SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT MERIDIAN IRRIGATION DISTRICT PVC MAINLINE NOTE: 1. REFER TO JOINT RESTRAINT CHART FOR MORE INFORMATION, DETAIL I (�� MAINLINE ISOLATION VALVE SCALE: NTS BADE NO VALVE BOX ABRIC BARRIER AVERS (1 OF 3) 13/4" CRUSHED ATE LENGTH AS REQUIRED SPIGOT x BELL STAINED, RESILIENT 3ATEVALVE IRON TEE 1"t / LAND GROUP O .y Cn C3 y C CL. CU CA CU E �+ Q o 00 ■� cc ca z a Lo C C\J Revisions Q 1. �S10NAL @N gE' J68 04/07/2022 I sT o ArF of rCP Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Details C7,13 APPROVED e �21,z2 4" DISCHARGE 3101 I=IIIM. 1" LAKE SCREEN SUPPLY LINE 0 1 NEC CLEARANCE SEE LOCAL CODES 67%" 2 3/4" DRAIN f-Alr% \/If -\A/ 0 P 10 r%1 A\1 \/1r-\A/ 5/ WELL ACCESS COVER E 11 JOCKEY r%1 IAAr% NON -POTABLE NOT FOR FABRICATION REV. MATERIAL Piping: GALVANIZED Skid: GALVANIZED UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL: ±1/8" ONE PLACE DECIMAL: ±.10 TWO PLACE DECIMAL: ±.05 DO NOT SCALE DRAWING DRAWN: JWR I DATE: 6/10/2021 DESIGN SPECIFICATIONS W1 =� �%-0 ,�_.,TH E DESIGN FLOW RATE: 192 GPM @ 90 PSI LAND MINIMUM POWER: 480 VOLT / 3 PHASE j �� GROUP MODEL # PRECISION PUMPING SYSTEMS (208) 323-5300 ITEM NO. DESCRIPTION QTY. 1 CONTROLPANEL 1 2 ENCLOSURE, MARINE GRADE ALUMINUM WI 1 INSULATION 3 FILTER, AMIAD, MINI SIGMA, GROOVED 1 4 FLOW METER, BADGER 1 5 LEVEL SENSOR/FLOAT SWITCH CAP 1 6 MOTOR 1 7 PRESSURE DIFFERENTIAL GAUGE & 1 SWITCH 8 PRESSURE GAUGE 2 9 PRESSURE TRANSDUCER 1 10 PUMP PLATE T4 + SJ2 1 11 PUMP, SUBMERSIBLE 1 12 PUMP, TURBINE, DI HEAD 1 13 SKID, BENT 1 14 TANK, PRESSURE 1 15 VALVE, AIR RELIEF, FV-4 1 Z 16 VALVE, BALL 2 _ 17 VALVE, BALL 1 y 18 VALVE, BUTTERFLY, GROOVE, LEVER 1 19 VALVE, BUTTERFLY, GROOVE, LEVER 2 0 20 VALVE, CHECK, GROOVED 1 m 21 VALVE, CHECK, SILENT 1 y 22 VALVE, LAKE SCREEN SUPPLY 1 D 23 VALVE, PRESSURE RELIEF 1 CA Z Q CA cc Cc 0 Pm CJ co 0 00 a ° _ ca co a c _ �� Revisions 10 1. DESCRIPTION DATE APVD REVISIONS TITLE: SERIES: VEGA 1-TURBINE W/FILTER, LEFT DISCHARGE 0-275 GPM PROJECT: Aviator Springs Subdivision LEVEL: 90cs7 Final PART NO: 1 T4-SJ2-1 MSIG4-FM-04 -- EN JOB: SIZE: B SCALE: NTS SHEET: 1 OF 2 REV - �S10NAI 4 J68 04/07/2022 I sT o ArF of rCP 19'�Es Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Pump Station C7,50 (�j�ERO)IANg- APPROVED CAM. 05ns¢2 RECOMMENDED WELL LAYOUT (CONCRETE PAD, CONDUIT, AND POWER TO PUMP STATION BY OTHERS) Pump Station Section Scale. NTS Pump Station Keynotes: f� 1. SKID, 6" THICK CONCRETE SLAB WITH 6" DEPTH OF BASE COURSE PER SPECIFICATION SECTION 3120 00. 2. 1-1/2" POLYETHELN FILTER FLUSH LINE ROUTE TO INTAKE WET WELL - SOUTH FACING VAULT. 3. 3" POWDER COATED STEEL PIPE WITH FLANGE CONNECTION. CONNECT TO 3" PVC PRESSURE IRRIGATION MAINLINE AS SHOWN ON PLANS. RETE 4. PUMP PROTECTION SLEEVE, .188" SLOTS, 8" PVC WELL SEAL, 8" 160# PVC. 5. STRUCTURE BY SITE WORK CONTRACTOR. SKID 6. 6" DEPTH BASE COURSE PER SPECIFICATION SECTION 31 20 00. EXTEND 12" BEYOND ALL EDGES. 7. PIPE BY SITE WORK CONTRACTOR. 8. ROMAC ROMAGRIP PVC TO FLANGE CONNECTION OR POWER CONDUIT APPROVED EQUAL. (SIZED BY OTHERS) 9. 1-1/2" PVC FILTER FLUSH LINE. ROUTE TO PUMP STATION 1.5" FILTER FLUSH FOR SUPPLY CONNECTION. 10. CLEARWATER SELF-CLEANING SCREEN (#CW200) W/12" 1" INTAKE FLANGE CONNECTION FOR GRAVITY FLOW. SCREEN 11. IRRIGATION CONTRACTOR TO CORE EXISTING MANHOLE. SUPPLY LINE 3 PROVIDE LINK -SEAL OR APPROVED EQUAL. > 12. 12" C900 PVC PIPE. ENSURE WATER TIGHT SEAL AT ALL VAULT PENETRATIONS. SCOPE OF WORK Packaged Pump Station supplier shall provide a variable speed vertical turbine pump station complete with pump, piping, valves, sensors, variable frequency drive (VFD), programmable logic controller (PLC), UL 508A listed control panel, and all appurtenances necessary for a complete and functioning pumping system. The station shall be mounted to press brake formed steel base and enclosed in a powder -coated marine grade aluminum enclosure. The pump station shall be manufactured by a UL QCZJ certified pump station manufacturer. Technical Service and Support. The manufacturer shall provide access 24/7 phone support with a factory certified technician. The technician shall have access to all relevant data specific to the pump station, including specifications, submittal, shop drawings, programming, and detailed photos of the system. Factory Testing. The pump station shall undergo and pass all of the following system performance tests: Hydrostatic testing that meets ANSI/HI specifications and standards; Flow testing that meets ANSI/HI 14.6 specifications and standards; and Vibration testing that meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values specifications and standards. The pumping system shall be flow tested as a complete unit, which shall include function testing of pumps, motors, instrumentation, appurtenances, and control panel. The results of all tests shall be available to the owner. PRODUCTS Piping, Valves, Skid Base, & Station Enclosure. Piping. The station piping shall be standard wall pipe with grooved connections. Flanged or welded connections shall not be acceptable. Threaded connections between the main piping sections other than at the pump volute shall not be acceptable. Valves. Butterfly style isolation valves --with grooved connections --shall be included on station suction and discharge piping. Flanged or threaded connections shall not be accepted. A non -slam check valve shall be included on the discharge of each pump. An air release valve shall be included, located immediately after the pump check valve. Skid. The pump skid shall be made of 3/8" press broke A36 steel. No welded bases or open rail systems shall be acceptable. Station Enclosure. The pump station enclosure shall be constructed of marine grade aluminum modular panels to allow access to all pumps and components by simply removing any panel. The entire front of the enclosure shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily displaced and replaced by one person for the purpose of servicing the pump station. The station enclosure shall include a ventilation fan (or fans) appropriately sized to adequately cool the enclosed equipment. Corrosion Protection. The pump skid and appurtenances shall be cleaned to bare steel and hot dip galvanized. All piping including elbows shall be galvanized inside and out. The pump station shall be pressure tested prior to galvanizing. No welding shall be performed after the pump station is galvanized. The skid an piping shall be warranted for a period of 25 years. Mini Sigma: The pump station shall include an automatic screen filter. The filter shall use suction scanning devices to automatically remove debris from the filter element. The filter shall be a Mini Sigma or an approved equal. Control logic for filter flush shall be included as part of the main control panel PLC programming. Pump Control System NEMA Rating. The VFD, PLC, and associated electrical equipment shall be mounted in a NEMA 12/NEMA 4 enclosure rated for indoor/outdoor installation depending on site location. To avoid potential water or rodent damage, VFD's mounted outside the main control panel are not acceptable. Control Panel Manufacturing & Testing. The pump control panel shall be manufactured and listed by a UL508A Panel Shop. The panel TOP OF STRUCTURE: 2525.05 ESTIMATED FLOW LINE: 2521.15 TOP OF STRUCTURE: 2525.05 V14 �� i LAND -GROUP z ESTIMATED FLOW Z 5 LINE: 2521.15 O 27 4 7 _ m - 10 y 9 _ 8 7 12 IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII 12 cc IIIIIIIIIIIIIIIIII D.5' MIN. y l I J . I _,�- 12" CHAMFER SUMP:2512.15 �. s MIN. shall be UL labeled as an "Enclosed Industrial Control Panel". The um control panel shall be completely manufactured tested and pump P P Y programmed prior to delivery to the job site. Documentation. A color wiring schematic and pump nameplate information shall be permanently affixed to the inside of the control enclosure. All field terminal connections shall be numbered and labeled. Cooling System. The control panel cooling system shall be appropriately sized for the ambient conditions. The cooling system shall not allow dust, insects or rodents inside the pump control panel. Two sets of spare filters shall be included with the pumping system. Main Disconnect. A service -entrance rated, non -fused disconnect shall be mounted in the pump control panel and shall isolate all power to the control panel. The disconnect shall include an operating handle mounted on the control panel enclosure door that is mechanically interlocked to prevent entry while the disconnect is in the ON position. To prevent damage from vandalism, a disconnect external to the pump station enclosure shall not be accepted. Overcurrent Protection. The VFD bridge rectifiers shall be protected from over current by an appropriately sized circuit breaker. Fuses are not acceptable. Lightning & Surge Protection. The Pump Control Panel shall be equipped with transient voltage and surge arrestors. Convenience Outlet. The Pump Control Panel shall be equipped with a duplex outlet. Variable Frequency Drive (VFD). The VFD shall be appropriately sized to meet the FLA (full load amps) required by the pump motor, as stated on the motor nameplate. The VFD shall be manufactured by ABB Industrial Systems, Mitsubishi, or approved equal. Initial start-up and calibration shall be performed by a factory certified technician, which shall extend the warranty on the control panel to a total of three (3) years. Programmable Logic Controller (PLC). The PLC shall be fully programmed prior to pump panel installation. The technician installing and programming the PLC is to be factory trained and certified by the PLC manufacturer. The PLC programming shall be non-proprietary, and the complete station programming shall be made available to the owner via a USB drive included with the station control panel. PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD color touchscreen. The operator interface shall allow the user to make adjustments to the PLC program locally without requiring any additional equipment such as a laptop computer. A VFD control keypad is not an acceptable substitution for the digital operator interface. The PLC shall have an Ethernet port to enable remote access. To ensure that the control system warnings and parameters can be safely understood by a wide range of operators, the interface shall have user -selectable English or Spanish Interface PLC Control Functions: 1. User settable Local or Remote control. 2. System Pressure Setpoint 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or Sleep by Frequency 4. System Protection Settings, including fault and warning parameters for low flow, high flow, low pressure, high pressure, restart trials and restart delay time. 5. Load Factory Default Settings, User Saved Default Settings. 6. Pre -Programmed Start -Up Routines to limit and/or delay starting and acceleration of the pump to eliminate excessive velocity and pressure. It shall also include initial start-up, mainline fill, power outage and automatic re -starts. PLC Monitoring Functions IE OUT: 2515.15 12" CHAMFER SUMP: 2513.15' 12" CHAMFER 1. The LCD color touchscreen must be capable of alternating between English and Spanish during operation by an end -user accessible button located within an operator screen. The system diagnostic utility must be capable of being displayed in both English and Spanish. 2. Pump operating status, total pump run hours, motor frequency, motor amperage 3. System pressure, flow rate 4. Fault Log with time stamps and diagnostic utility. 5. Trend Data, with graphic display of system pressure, flow, motor frequency and amperage. Data shall be exportable to MS Excel. 6. USB port to upload, download of program, and data storage. Web -Based Remote Monitoring and Control The pump station control panel shall include a web -based remote control and monitoring system that can be accessed from any device with a web browser, such as a PC, tablet, or smart phone. No 3rd party application or software must be required for accessing this information. The web page shall include full graphical representation of the pump station and its features and shall be capable of remotely changing all operating parameters of the pump station. The pump station shall automatically send email or text alerts regarding warnings and faults and specify the station and specific fault/alarm. The pump station manufacturer shall supply all required communication hardware except computer and computer accessories, including all necessary direct burial cable and antennas. Pressure Gauges shall have a 304 stainless steel case, with bezel construction. Gauges shall have a 2.5" diameter and be liquid filled Pressure Transmitter(s) shall be constructed of stainless steel and rated for the pump station discharge pressure. Flow Meter. The station shall include a magnetic flow meter. The flow meter shall have flange connections. The flow meter shall be capable of pulse and analog output. Current and totalized flow shall be read at the pump control panel HMI. Inserion flow meters and sensors shall not be accepted. High Pressure Switch shall be located on the station discharge manifold. It shall signal a system fault if the discharge pressure reaches a user -adjustable setting, with the adjustment mechanism located on the switch. The high pressure switch shall be IFM or approved equal. Diaphragm Style Pressure Relief Valve shall protect the piping network by bypassing or relieving excess pressure and shall maintain close pressure limits without causing surges. If upstream pressure decreases below the spring setting, the valve shall close. The valve shall be a Cla-Val Co. Model No. 50-01/650-01 Pressure Relief and Pressure Sustaining Valve as manufactured by Cla-Val or approved equal. Filter relief piping shall be plumbed to the system wet well. Pump Protection Shrouds Each pump and motor shall be completely encased in a slotted PVC well casing. Both ends of the shall be thoroughly sealed to ensure that no water can enter at either end. Water shall only enter the casing through precision laser cut slots, which will not allow debris larger than can be passed entirely through the pump. All water entering the casing shall pass over, and cool the motor, prior to entering the pump. y c n c Cc0 E coo a� ch co a _� Z 0 aC-)� aLO _ C Revisions Z]A 1. �SZONAL EN w I 68 T04/07/2022 JgTe OF �O P�o 4 W. T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Pump Station Secton -R osu C7,51 �s DY%IDIA y_ APPROVEEDDD Ch,tE OW22 FIENl61BFA: ra-mn 31 Landscape Plan Overview Horizontal Scale: 1" = 70 CNIIKAR RInu uRnIVICInN — 24"GIRR I AREA I — — — — — — — — AREA 2 0 70' 140' Project Calculations ii= THE A. RESIDENTIAL SUBDIVISION TREE CALCULATIONS: : EA N D LINEAR FOOTAGE STREET TREES PROVIDED N.W A AILERON CREEK AVE: 502 LF 32 = G R 0 U P W. AILERON ST: 502 LF 18 W. ALTITUDE ST: 486 LF 14 N. KEKLIK AVE: 589 LF 30 N MAGICAL CREEK AVE 500 LF 27 W BECKY CT: 380 LF 16 W PILOT CT: 560 LF 22 W YOKE ST: 560 LF 23 TOTAL STREET TREES 182 B. LANDSCAPE BUFFER CALCULATIONS: LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED FUTURE HWY 16: 1336 LF 38 50 SHRUBS REQUIRED SHRUBS PROVIDED 191 191 C. OPEN SPACE CALCULATIONS: SQUARE FOOTAGE TREES REQUIRED TREES PROVIDED OPEN SPACE AREA: 312,760 SF 39 85 D. PATHWAY CALCULATIONS (EXCL. SIDEWALKS WITHIN ROW): LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED 10' MULTI -USE PATHWAY 1370 LF 14 22 5' COMMUNITY MICROPATHS 1107 LF - 16 E. OVERALLLANDSCAPE TOTAL RESIDENTIAL SUBDIVISION TREES PROVIDED: 280 TOTAL CLASS II/CLASS III TREE SPECIES PROVIDED: 7 TOTAL TREE SPECIES PROVIDED: 12 F. AREA DEDICATED FOR COMMON OPEN SPACE (EXCL STREET PLANTER STRIPS): 312,928 SO FT/22.4% GROSS LAND AREA OF DEVELOPMENT G. SITE AMENITIES: 11 PTS (8 PTS REQUIRED @ MINIMUM 1 POINT PER 5 ACRES OF GROSS DEVELOPED AREA) H. MITIGATION FOR REMOVAL OF EXISTING TREES: 0 CALIPER INCHES (THERE ARE NO EXISTING TREES ON SITE) Landscape Notes: 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-02. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" OF SMALL (1" MINUS) BARK CHIPS. 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. O 8. IN ALL PLANTER BED AND LAWN AREAS, THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. ALL TREE PITS SHALL BE A MIX OF SEVEN y PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES) AND THREE PARTS COMPOST/ORGANIC MATTER, BY ■ VOLUME. 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS, AND 1/2" IN LAWN AREAS. 11. 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 CA LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON TOPSOIL COD -SITE �/� Ca DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) MA PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON -SITE TOPSOIL WITH METHODS CD J APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. ■ 12. IF IMPORTED TOPSOIL FROM OFF -SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, i Cc BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES oboe IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. y ■ 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS0. TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES i WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. O Cc C 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE F c � OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. D co 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICHcc -) 2E ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. ■�CZ z AND Landscape Plan Notes: Ln Q Q co 1. TREES SHALL NOT BE PLANTED WITHIN THE 1 O' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE Revisions 1Q INSTALLED, SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 1' CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. \\\\�SPZEIOF AD.4 LA-1'8589 � Oq/0712022 Project No.: 120194 Date of Issuance: 0107.2022 Project Milestone: Permit5et Construction Documents Landscape Plan Overview L1.00 d,6 ID$ IAA,- APPROVED i OW22 RuNui 31 Keynotes: # CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. ACHD CLEAR VISION TRIANGLE 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE 3. IRRIGATION POC, REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION 4. BENCH. TIMBERFORM COLOSSUS. PART 2219-16; 72" PER PLANS 5. MULTI -USE PATHWAY, REFER TO DETAIL 7/1.50 6. MONUMENT SIGN, BY OTHERS. SHOWN FOR REFERENCE ONLY 7. 36-48" SANDSTONE BOULDER, REFER TO DETAIL 4/1-1.50 BEGIN 8. SANDSTONE ER RETAINING WALL DID 9. PLAY STRUCTURE. SCULPTURE WOODLAND FORT, MODEL AP018, REFER TO DETAIL 5/1-1.51 10. EMBANKMENT SLIDE. BEARS PLAYGROUNDS CUSTOM SLIDE A 11. 10-12-FT FALLEN LOG, REFER TO DETAIL 4/1-1.51 12. FOOTBRIDGE, REFER TO DETAIL 5/1-1.50 13. BOULDER TREE WELL, REFER TO DETAIL 6/1-1.50 X 14. OPEN PLAY INTERPRETIVE SIGN, BY OTHERS. SHOWN FOR REFERENCE ONLY 15. BIORETENTION BASIN. REFER TO CORRESPONDING BASIN PLANTING ENLARGEMENT ON SHEETS 1-1.03-1-.1.06 16. COMMUNITY POOL, BY OTHERS. SHOWN FOR REFERENCE ONLY 1 17. DRY CREEKBED, REFER TO DETAIL 1/L1.51 18. FUTURE HWY 16 LANDSCAPE BUFFER SHRUB PLANTING, REFER TO 1-1.07 FOR ADDITIONAL INFORMATION 19, COMMUNITY POOL SHRUB PLANTING, REFER TO DETAIL 6/1-1.51 FOR ADDITIONAL INFORMATION Legend: RHIZOMATOUS TALL FESCUE SOD + + UPLAND MONTANE SOD MIX, ' F3 w + + REFER TO MAGIC VALLEY TURF AT (208) 326-2220 FOR + + ADDITIONAL INFORMATION LOW -MAINTENANCE FESCUE ACHD BIORETENTION SOIL MIX, SEED MIX - REFER TO 2018 ACHD STANDARD SPECIAL PROVISION 20201 FOR O)B _ ADDITIONAL INFORMATION 0 2-6" RIVER COBBLE AT 12" DEPTH / j /j ASPHALT PATHWAY, REFER TO PER DETAIL 1/1-1.51 j ij i i DETAIL 7/1-1.50 FOR ADDITIONAL INFORMATION 4" MINUS GRAVEL SURFACING AT 6" DEPTH, COMPACT TO 95% PROCTOR 0 6' OPEN STYLE METAL FENCE ❑ 6' HIGH SOLID VINYL FENCE BARK MULCH U 8' HIGH NOISE ATTENUATION WALL, SEE DETAIL 4/1-1.50 LOW -MAINTENANCE FESCUE SEED MIX SPECIES SEED MIX IN % FESTUCA RUBRA COMMUTATA I CHEWING'S FESCUE 15 FESTUCA OVINA I SHEEP FESCUE 25 \ FESTUCA RUBRA I CREEPING RED FESCUE 25 FESTUCA TRACHYPHYLLA I HARD FESCUE 35 PLANT SCHEDULE CONIFERS CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY PA PICEA ABIES / NORWAY SPRUCE 8' HT. B&B 11 PF PICEA PUNGENS'FAT ALBERT' / FAT ALBERT COLORADO SPRUCE 8' HT. B&B 11 = = PF3 PINUSFLEXILIS'VANDERWOLF'SPYRAMID' / 8' HT. B&B 3 VANDERWOLF'S PYRAMID LIMBER PINE PP PINES PONDEROSA/PONDEROSA PINE 8' HT. B&B 8 DECIDUOUS TREES CODE BOTANICAL/ COMMON NAME SIZE CONTAINER OTY 0 AX ACER TRUNCATUM X PLATANOIDES 'WARRENRED' TM / PACIFIC SUNSET MAPLE 2" CAL. B&B 35 BD BETULA NIGRA'BNMTF' TM / DURA HEAT RIVER BIRCH 2" CAL. B&B 39 CP CELTIS OCCIDENTALIS 'PRAIRIE PRIDE' /PRAIRIE PRIDE HACKBERRY 2" CAL. B&B 31 CS CATALPA SPECIOSA/ NORTHERN CATALPA 2" CAL. B&B 15 0 GS GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER'/ SHADEMASTER HONEY LOCUST 2" CAL. B&B 53 `._/ L f MS MALES X'SPRING SNOW / SPRING SNOW CRABAPPLE 2" CAL. B&B 23 0 PB PLATANUS X ACERIFOLIA'BLOODGOOD'/BLOODGOOD LONDON PLANE TREE 2" CAL. B&B 33 OR OUERCUS RUBRA / RED OAK 2" CAL. B&B 18 i LAND GROUP ■ .y y � y C J •� n CL. Cc y •- OCa O co co Cct] ■� C z aco� a _ Ln �2-, Revisions 1. \\\\�SPZEIOF ADgy� /// i �' LA-116589 •,�� Oq/0712022 Project No.: 120194 Date of Issuance: 0107.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Area 1 Landscape Plan Area 1 Horizontal Scale: 1" = 40' 0 40' 80' Mimi L1.01 - i ^ I / t T IAN I; 14 ! // I + + TO NUMBERED EDBNOTESERS BELOOW. -� /�,� O THE o I 4"MR CP (2 �l f + Keynotes: ,�,.� APPROVED 1 5 I _ 1 QR 1 PP 1. ACHD CLEAR VISION TRIANGLE �� , _ M[E osrzs zz I O `\ 4 -(1) ( 4" RR S 1 /j 1 O + + + + 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE . LAND I ~ 7 \ ) / / j + + +' _ 3. IRRIGATION POC, REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION . I q„PI + + 4. BENCH. TIMBERFORM COLOSSUS. PART 2219-16; 72" PER PLANS -� G R 0 U P O _ (5) CP _ _ _ _ 1 I i 2 -PA (1 - / + +1 9 5. MULTI -USE PATHWAY, REFER TO DETAIL 7/1.50 PC, 11 17 / + + (2) M � 6. MONUMENT SIGN, BY OTHERS. SHOWN FOR REFERENCE ONLY 7. 36-48" SANDSTONE BOULDER, REFER TO DETAIL 4/1-1.50 CJ R PIRR / / j + 8. SANDSTONE BOULDER RETAINING WALL / R (1) / 9. PLAY STRUCTURE. ID SCULPTURE WOODLAND FORT, MODEL AP018, REFER TO DETAIL 5/L1.51 R 1 ' + 10. EMBANKMENT SLIDE. BEARS PLAYGROUNDS CUSTOM SLIDE 4"PIRR q"P R 11. 10-12-FT FALLEN LOG, REFER TO DETAIL 4/L1.51 I 4 PI ` 1 / / 12. FOOTBRIDGE, REFER TO DETAIL 5/L1.50 BD (6 I I6/1-11.50 / 14 j + + (2) PB 13. BOULDER TREE WELL, REFER TO DETA14. OPEN PLAY INTERPRETIVE SIGN, BY OTIHERS. SHOWN FOR REFERENCE ONLY 12 M S (2 CS (1) TYP OF 4 7 / j + 15. BIORETENTION BASIN. REFER TO CORRESPONDING BASIN PLANTING ENLARGEMENT ON SHEETS L1.03-L.1.06 rc / / / / /1 16. COMMUNITY POOL, BY OTHERS. SHOWN FOR REFERENCE ONLY B / / / / / + T 17. DRY CREEKBED, REFER TO DETAIL 1/L1.51 W j I v . (3) CP /' + 18. FUTURE HWY 16 LANDSCAPE BUFFER SHRUB PLANTING, REFER TO L1.07 FOR ADDITIONAL INFORMATION LU I t I I MS (1) ; / 4 19, COMMUNITY POOL SHRUB PLANTING, REFER TO DETAIL 6/1-1.51 FOR ADDITIONAL INFORMATION L , . (3) PB (2) AX PB 2 QR (1 / / i%� , + + + 8 BEGIN Legend: 15 O / i / + + (1) PA RHIZOMATOUS TALL FESCUE SOD UPLAND MONTANE SOD MIX - _ ----- o + ATF 208 326-2220 FOR + + w TURF O A8 QR 1 �, o o J� RFA1 + + w ( ) - - ( is - I �--- --------- ----------- -- ------ - ----- ----- - - \`` - 1 - - - - - - - ADDITIONAL INFORMATION 17 + + 1 15 IJ �� 14 _ CP (1 0 - PF (1 lij I` SE DMIXTENANCEFESCUEACHD � r--- � -.-- -- --- -------- -- ------ -- ----- -- ---- - ( ) p D � = REFERTO2018 A a D STANDARD (3)M S (4) B D 3 G S 1 , I �- - - - - - -- O / I J + I 3 ` _ ADDITSPECIIONAL IINIFORMATION SION 20201 FOR CP( I% II + / \ + + PB 3 AX 2 \� ` I// II Tt- + 2-6"RIVER COBBLE T12 DEPTH ij%/jjj/ ASPHALT PATHWAY, REFER TO / A ' / PER DETAIL 1/L1.51 / / / DETAIL 7/L1.50 FOR ADDITIONAL I I + ++ I i P j/ ij/j/ INFORMATION I � 18 (1) PF CS (2 i \\ I , II + I -1, (2) CS 4" MINUS GRAVEL SURFACING AT BARK MULCH 6" DEPTH, 16 15 �- i I i PB (2) i + PROCTOR COMPACTT095% ........ I . El (1) PA 19 11(P 4'PIRR 4'P R �j - + + + �' 4"PIR (3) GS I I � 6 OPEN STYLE METAL FENCE - [I 8' HIGH NOISE ATTENUATION q"PIRR /i I + + ( ) WALL, SEE DETAIL 4/1-1.50 (3) QR I I I 4 + + + ❑ 6' HIGH SOLID VINYL FENCE _ 5>pB I� 5 GS MS (1) I' I +++ +++i LOW -MAINTENANCE FESCUE SEED MIX SPECIES SEED MIX IN % FESTUCA RUBRA COMMUTATA I CHEWING'S FESCUE 15 FESTUCA OVINA I SHEEP FESCUE 25 \ FESTUCA RUBRA I CREEPING RED FESCUE 25 FESTUCA TRACHYPHYLLA I HARD FESCUE 35 CA 0w/ [f .r�- ---J- ®®�rnn�� Win` \♦ � 1i ■ G1%TG _ 1 .Sd l �rJ■■■� � r■■■■■■it `iil I■■■rl■■■n■■■■■ait■■ 1■■■■■J■■■L'I�I I�rJrl■■■■L I■■■rI� \ ® p� AX (2) GS (4 AX (2 13 + + / + 15 MS (1) -i I I + + + 11 + + . - + + + + GS (4) I 15 + + 4 I 4"PIRR 4"PIRR 41 FIR 4"PIRR "PIRR I (5) PF i I i M 15 1 i i + + (5) BD ..I ++ X X X I ..; (1) MS [ I j� + + + + + Ele"+ I (1) PF I + + + + (2) QR EP y ---- EP EP I (3) GS (2) AX (3) GS GS (3) -I + +/ + / 10 4"IFIRR (1 CP ( ) \ -- -- - t ---J o - - --- - - 1 - _ + (1) PA TYP w W \ \ � w W M S (3 ----- - -- + ----------- - ----- -- ---- --- --- -- ----- -- w i i /I + ) P P I i vvvv� + +/ 8 BEGIN I I (1) QR \\ W w w W �� y W GS (2) AX (2) GS (3 MS (1) + (3) MS (1) CS\, w y PF3 (1) vv (1) PA �< C� (1) I (1) CS w \ PLANT SCHEDULE CONIFERS CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY PA PICEA ABIES / NORWAY SPRUCE 8' HT. B&B 11 PF PICEA PUNGENS'FAT ALBERT' / FAT ALBERT COLORADO SPRUCE 8' HT. B&B 11 = PF3 PINUSFLEXILIS'VANDERWOLF'SPYRAMID' / 8' HT. B&B 3 VANDERWOLF'S PYRAMID LIMBER PINE PP PINES PONDEROSA/PONDEROSA PINE 8' HT. B&B 8 DECIDUOUS TREES CODE BOTANICAL/ COMMON NAME SIZE CONTAINER OTY 0 AX ACERTRUNCATUMXPLATANOIDES'WARRENRED'TM / PACIFIC SUNSET MAPLE 2" CAL. B&B 35 BD BETULA NIGRA'BNMTF' TM / DURA HEAT RIVER BIRCH 2" CAL. B&B 39 CP CELTISOCCIDENTALIS 'PRAIRIE PRIDE' /PRAIRIE PRIDE HACKBERRY 2" CAL. B&B 31 CS CATALPA SPECIOSA/ NORTHERN CATALPA 2" CAL. B&B 15 \ GS GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER'/ SHADEMASTER HONEY LOCUST 2" CAL. B&B 53 L f MS MALUS X'SPRING SNOW / SPRING SNOW CRABAPPLE 2" CAL. B&B 23 0 PB PLATANUS X ACERIFOLIA'BLOODGOOD'/BLOODGOOD LONDON PLANE TREE 2" CAL. B&B 33 OR OUERCUS RUBRA / RED OAK 2" CAL. B&B 18 y O O �•+ t co CC) cc CD ■� C z M a Ln a M �� _ �� Revisions 1Q 1. \\\\ell, OF �qy� LA-_ 589 J- \ G (3) I 6 ++ g R PEI 4"PIRR "PIRR + Oq/07/2022 L1.50 _ - - - - - - Project No.: 120194 I \ � Date of Issuance: 0107.2022 e END 5 8 END 2 END Project Milestone T1;e1 8 Construction Documents x I Landscape Plan Area 2 m Landscape Plan Area 2 0 40' 80' osLL HIM o Horizontal Scale: 1" = 40' DWT APPROVED ChM, OW22 FU NMWR "P 31 Infiltration Basin 1 Horizontal Scale: 1" = 10' I. 1 111�r6 �ald I �I I ' I I I ' I I � I I I I I ° 10' 20' ,�, Infiltration Basin 2 Horizontal Scale: 1" = 10' 0 10, 20' Infiltration Basin 3 Horizontal Scale: 1" = 10. 0 10, 20' T 1 Sheet (Votes: V: ii= THE 1. ALL INFILTRATION BASINS SHALL BE CONSTRUCTED ACCORDING TO CIVIL PLANS. SOIL WITHIN EACH INFILTRATION BASIN SHALL BE PREPARED ACCORDING TO ADA COUNTY HIGH DISTRICT'S 2018 STANDARD LAND SPECIAL PROVISION 201 SOIL MIX. 2. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING, SHEETS L1.07 AND L1.51 FOR SHRUB PLANTING A L1.02 FOR -GROUP AREA DETAILS 3. REFER TO LANDSCAPE NOTES ON SHEET 1-1.00. AND BIOTRETENTION SEED MIX SPECIES SEED MIX IN % BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 DISTICHLIS SPICATA I INLAND SALTGRASS 10 HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 \ CAREXPRAEGRACILIS I MEADOW SEDGE 15 CAREXNEBRASCENSIS I NEBRASKA SEDGE 15 AGROSTIS SCABRA I ROUGH BENTGRASS 20 DESCHAMPSIA CAESPrrOSA I TUFTED BENTGRASS 20 PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY A* BB BOUTELOUA GRACILIS'BLONDE AMBITION' / 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA CM CORNUS SANGUINEA WIDWINTER FIRE' / 5 GAL. POT 111 MIDWINTER FIRE BLOODTWIG DOGWOOD CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY FI FORSYTHIA X INTERMEDIA / BORDER FORSYTHIA 5 GAL. POT 41 FP2 FALLUGIA PARADOXA/APACHEPLUME 3 GAL. POT 33 JS JUNIPERUS SABINA / SAVIN JUNIPER 5 GAL. POT 28 O PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 0 PG MOCKORANGE 5 GAL. POT 32 ,wuy PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RA RHUSTRILOBATA 'AUTUMN AMBER' /AUTUMN 5 GAL. POT 131 AMBER SUMAC RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SD SALVIA DORRII / DESERT SAGE 3 GAL. POT 46 SS SCHIZACHYRIUM SCOPARIUM'THE BLUES' / THE 3 GAL. POT 89 BLUES LITTLE BLUESTEM SHRUB AREAS ICODE BOTANICAL / COMMON NAME SIZE CONTAINER OTY AB ACHD BASIN FORB MIX/ FORB MIX ___ 10,417 SF M/M/ AM ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. POT 98 PLANT AT 24" O.C. AGASTACHE NEOMEXICANA / NEW MEXICO AN HUMMINGBIRD MINT 1 GAL. POT 64 PLANT AT 24" O.C. FESTUCA IDAHOENSIS'SISKIYOU BLUE' / SISKIYOU FS BLUE FESCUE 1 GAL. POT 526 PLANT AT 18" O.C. NEPETA X FAASSENII'WALKER'S LOW' / WALKER'S NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36" O.C. PENSTEMON STRICTUS / ROCKY MOUNTAIN PS PENSTEMON 1 GAL. POT 62 PLANT AT 36" O.C. O ■ .y y � y � C J •� Illln i ) Ot3co c-) owe rb cc ■� C z M a aco �� III co 2t Revisions Q 1. LA-116589 �0111111�� Oq/07/2022 Project No.: 120194 Date of Issuance: 0107.2022 Project Milestone: Permit set Construction Documents Landscape Plan Basin Enlargement wr Infiltration Basin 4 Horizontal Scale: 1" = 10' 0 10, 20' Infiltration Basin 5 Horizontal Scale: 1" = 10 0 10, 20' Infiltration Basin 6 Horizontal Scale: 1" = 10' 0 10' 20' L1.03 DWIu —,)- APPROVEEDDD ChM. OW22 FUNLURR.11-m1- 31 Infiltration Basin 7 Horizontal Scale: 1" = 10' — — — — — — — — — — — — — — 1 — I 1 0 10, 20' rrN \ — EP EP ----- 1\---------------- f---- �—i — II4 Infiltration Basin 8 Horizontal Scale: 1" = I a --\� — E%'I—r', ",,, EP \1EF2 I I I I EP EP EP EP EP EP EP EP — \ 1 �1 N,0 \ 0 \ \ \ 10 \\ \\ \ \ \ \ \ \ \ D \ \\ \\ a..\ \ \ \ \ I Z1_ )-, 0 10, 20' Sheet Notes: 1. ALL INFILTRATION BASINS SHALL BE CONSTRUCTED ACCORDING TO CIVIL PLANS. SOIL WITHIN EACH INFILTRATION BASIN SHALL BE PREPARED ACCORDING TO ADA COUNTY HIGH DISTRICT'S 2018 STANDARD SPECIAL PROVISION 20201, BIORETENTION SOIL MIX. 2. REFER TO SHEETS 1-1.01 AND 1-1.02 FOR TREE PLANTING, SHEETS 1-1.07 AND 1-1.51 FOR SHRUB PLANTING AREA DETAILS 3. REFER TO LANDSCAPE NOTES ON SHEET 1-1.00. AND BIOTRETENTION SEED MIX SPECIES SEED MIX IN % BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 DISTICHLIS SPICATA I INLAND SALTGRASS 10 HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 \ CAREXPRAEGRACILIS I MEADOW SEDGE 15 CAREXNEBRASCENSIS I NEBRASKA SEDGE 15 AGROSTIS SCABRA I ROUGH BENTGRASS 20 DESCHAMPSIA CAESPrrOSA I TUFTED BENTGRASS 20 PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY A* BB BOUTELOUA GRACILIS'BLONDE AMBITION' / 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA CM CORNUS SANGUINEA WIDWINTER FIRE' / 5 GAL. POT 111 MIDWINTER FIRE BLOODTWIG DOGWOOD CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY FI FORSYTHIA X INTERMEDIA / BORDER FORSYTHIA 5 GAL. POT 41 FP2 FALLUGIA PARADOXA/APACHEPLUME 3 GAL. POT 33 JS JUNIPERUS SABINA / SAVIN JUNIPER 5 GAL. POT 28 O PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK PHILADELPHUS LEWISIPGOOSE CREEK' / WILD i J PG MOCKORANGE 5 GAL. POT 32 ,wuy PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RA RHUSTRILOBATA 'AUTUMN AMBER' /AUTUMN 5 GAL. POT 131 AMBER SUMAC RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 \ SD SALVIA DORRII / DESERT SAGE 3 GAL. POT 46 SS SCHIZACHYRIUM SCOPARIUM'THE BLUES' / THE 3 GAL. POT 89 BLUES LITTLE BLUESTEM SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE CONTAINER OTY AB ACHD BASIN FORB MIX/ FORB MIX --- 10,417 SF AM ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. POT 98 PLANT AT 24" O.C. AGASTACHE NEOMEXICANA / NEW MEXICO AN HUMMINGBIRD MINT 1 GAL. POT 64 /i / PLANT AT 24" O.C. FESTUCA IDAHOENSIS'SISKIYOU BLUE' / SISKIYOU FS BLUE FESCUE 1 GAL. POT 526 PLANT AT 18" O.C. <\ \ NEPETA X FAASSENII'WALKER'S LOW / WALKER'S NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36" O.C. PENSTEMON STRICTUS / ROCKY MOUNTAIN PS PENSTEMON 1 GAL. POT 62 PLANT AT 36" O.C. �� i T HE LAND GROUP ■ .y y � y C ■� n CL. Cc yCIO ■- 1✓ CD E coo c0 Cc ■� C z a a C')� t' Revisions 1. LA— 116589 . 77 / 1 1 1 1 Oq/07/2022 Project No.: 120194 Date of Issuance: 0107.2022 Project Milestone: Permit5et Construction Documents Landscape Plan Basin Enlargement Infiltration Basin 9 Horizontal Scale: 1" = 10' 0 10, 20' Infiltration Basin 10 Horizontal Scale: 1" = 10' 0 10, 20' L1.04 ,2, ' APPROVED ChM, OW22 FU NMWR "P ,� Infiltration Basin 11 ,°' 2°' Horizontal Scale: 1" = 10, 31 ,V Infiltration Basin 12 ,°' 2 Horizontal Scale: 1" = 10' ,�, Infiltration Basin 13 1°' 2°' Sheet (Votes: V: ii= THE 1. ALL INFILTRATION BASINS SHALL BE CONSTRUCTED ACCORDING TOU CIVIL PLANS. SOIL WITHIN EACH INFILTRATION BASIN SHALL BE PREPARED ACCORDING TO ADA COUNTY HIGH DISTRICT'S 2018 STANDARD LAND SPECIAL PROVISION 201 SOIL MIX. 2. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING, SHEETS L1.07 AND L1.51 FOR SHRUB PLANTING A L1.02 FOR -GROUP AREA DETAILS 3. REFER TO LANDSCAPE NOTES ON SHEET 1-1.00. AND BIOTRETENTION SEED MIX SPECIES SEED MIX IN % BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 DISTICHLIS SPICATA I INLAND SALTGRASS 10 HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 \ CAREXPRAEGRACILIS I MEADOW SEDGE 15 CAREXNEBRASCENSIS I NEBRASKA SEDGE 15 AGROSTIS SCABRA I ROUGH BENTGRASS 20 DESCHAMPSIA CAESPrrOSA I TUFTED BENTGRASS 20 PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY A* BB BOUTELOUA GRACILIS'BLONDE AMBITION' / 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA CM CORNUS SANGUINEA WIDWINTER FIRE' / 5 GAL. POT 111 MIDWINTER FIRE BLOODTWIG DOGWOOD CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY FI FORSYTHIA X INTERMEDIA / BORDER FORSYTHIA 5 GAL. POT 41 FP2 FALLUGIA PARADOXA/APACHEPLUME 3 GAL. POT 33 JS JUNIPERUS SABINA / SAVIN JUNIPER 5 GAL. POT 28 O PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 0 PG MOCKORANGE 5 GAL. POT 32 ,wuy PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RA RHUSTRILOBATA 'AUTUMN AMBER' /AUTUMN 5 GAL. POT 131 AMBER SUMAC RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SD SALVIA DORRII / DESERT SAGE 3 GAL. POT 46 SS SCHIZACHYRIUM SCOPARIUM'THE BLUES' / THE 3 GAL. POT 89 BLUES LITTLE BLUESTEM SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE CONTAINER OTY AB ACHD BASIN FORB MIX/ FORB MIX ___ 10,417 SIF SF K//// AM ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. POT 98 PLANT AT 24" O.C. AGASTACHE NEOMEXICANA / NEW MEXICO AN HUMMINGBIRD MINT 1 GAL. POT 64 PLANT AT 24" O.C. FESTUCA IDAHOENSIS'SISKIYOU BLUE' / SISKIYOU FS BLUE FESCUE 1 GAL. POT 526 PLANT AT 18" O.C. NEPETA X FAASSENII'WALKER'S LOW/ WALKER'S NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36" O.C. PENSTEMON STRICTUS / ROCKY MOUNTAIN PS PENSTEMON 1 GAL. POT 62 PLANT AT 36" O.C. O ■ .y y � y � � J •� n co •— i ) O t3� c-) rb cc ■- CZ z a a t- a C-)� c) 2t Revisions Q 1. LA-116589 ,/ / 11 I I Oq/07/2022 Project No.: 120194 Date of Issuance: 0107.2022 Project Milestone: Permit5et Construction Documents Landscape Plan Basin Enlargement Horizontal Scale: 1" = 10, L1.05 Sheet Notes: VV APPROVED ChM, OW�22 Infiltration Basin 14 10' 2 Horizontal Scale: 1" = 10, V _ o 1 N Al \ 1 / / 0 10, 20' Infiltration Basin 16 0 10, 20' 1. ALL INFILTRATION BASINS SHALL BE CONSTRUCTED ACCORDING TO CIVIL PLANS. SOIL WITHIN EACH INFILTRATION BASIN SHALL BE PREPARED ACCORDING TO ADA COUNTY HIGH DISTRICT'S 2018 STANDARD SPECIAL PROVISION 20201, BIORETENTION SOIL MIX. 2. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING, SHEETS 1_1.07 AND L1.51 FOR SHRUB PLANTING AREA DETAILS 3. REFER TO LANDSCAPE NOTES ON SHEET 1_1.00. AND BIOTRETENTION SEED MIX SPECIES SEED MIX IN % BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 DISTICHLIS SPICATA I INLAND SALTGRASS 10 HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 \ CAREXPRAEGRACILIS I MEADOW SEDGE 15 CAREXNEBRASCENSIS I NEBRASKA SEDGE 15 AGROSTIS SCABRA I ROUGH BENTGRASS 20 DESCHAMPSIA CAESPrrOSA I TUFTED BENTGRASS 20 PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY :+lye BB BOUTELOUA GRACILIS'BLONDE AMBITION' / 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA CM CORNUS SANGUINEA WIDWINTER FIRE' / 5 GAL. POT 111 MIDWINTER FIRE BLOODTWIG DOGWOOD CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY FI FORSYTHIA X INTERMEDIA / BORDER FORSYTHIA 5 GAL. POT 41 FP2 FALLUGIA PARADOXA/APACHEPLUME 3 GAL. POT 33 JS JUNIPERUS SABINA / SAVIN JUNIPER 5 GAL. POT 28 O PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK PHILADELPHUS LEWISIPGOOSE CREEK' / WILD i J PG MOCKORANGE 5 GAL. POT 32 ,wuy PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RA RHUSTRILOBATA 'AUTUMN AMBER' /AUTUMN 5 GAL. POT 131 AMBER SUMAC RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SD SALVIA DORRII / DESERT SAGE 3 GAL. POT 46 SS SCHIZACHYRIUM SCOPARIUM'THE BLUES' / THE 3 GAL. POT 89 BLUES LITTLE BLUESTEM SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE CONTAINER OTY AB ACHD BASIN FORB MIX/ FORB MIX ___ 10,417 SF SIF AM ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. POT 98 PLANT AT 24" O.C. AGASTACHE NEOMEXICANA / NEW MEXICO AN HUMMINGBIRD MINT 1 GAL. POT 64 PLANT AT 24" O.C. FESTUCA IDAHOENSIS'SISKIYOU BLUE' / SISKIYOU FS BLUE FESCUE 1 GAL. POT 526 PLANT AT 18" O.C. NEPETA X FAASSENII'WALKER'S LOW/WALKER'S NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36" O.C. PENSTEMON STRICTUS / ROCKY MOUNTAIN PS PENSTEMON 1 GAL. POT 62 PLANT AT 36" O.C. 254 LAND GROUP y y � y C J •� n CL. Cc yCIO •- 1✓ CD E coo c0 Cc ■ IC z a a tI CID� Revisions 1. PZEjOF �qyo �/I LA-116589 ,//1111 oq/07/2022 Project No.: 120194 Date of Issuance: 0107.2022 Project Milestone: Permit5et Construction Documents Landscape Plan Basin Enlargement s / Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10, ��L DWT APPROVED OW22 ff �� ire a■�• n �`. ® �I. �e ,p � dill% : C �� 1111 �.��llc■■■■■r:■ice _-- a�w�■■■�i■i.i� —(3) PT ) JS 11,_(10) BB (7) RW Landscape Buffer Shrub Planting Detail: Area 1 Horizontal Scale: 1"=40' 24"G11?R ____ r L 0 40' 80, Landscape Buffer Shrub Planting Detail: Area 2 40 Horizontal Scale: 1 ^ = 40 Sheet Notes: 1. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING AND SITE AMENITIES. 2. REFER TO LANDSCAPE NOTES ON SHEET L1.00. 3. REFER TO INFILTRATION BASIN PLANTING ENLARGEMENTS ON SHEETS L1.03-L.1.06. Legend: RHIZOMATOUS TALL FESCUE SOD + + UPLAND MONTANE SOD MIX, + + REFER TO MAGIC VALLEY TURF AT (208) 326-2220 FOR + + ADDITIONAL INFORMATION LOW -MAINTENANCE FESCUE ACHD BIORETENTION SOIL MIX, SEED MIX — REFER TO 2018 ACHD STANDARD SPECIAL PROVISION 20201 FOR El ILZA�_ ADDITIONAL INFORMATION 2-6" RIVER COBBLE AT 12" DEPTH / !j j ASPHALT PATHWAY, REFER TO PER DETAIL 1/1-1.51 j /j /j / DETAIL 7/1-1.50 FOR ADDITIONAL INFORMATION f i if if ii 4" MINUS GRAVEL SURFACING AT BARK MULCH 6" DEPTH, COMPACT TO 95% PROCTOR O 6' OPEN STYLE METAL FENCE — [] — 8' HIGH NOISE ATTENUATION WALL, SEE DETAIL 411.50 ❑ 6' HIGH SOLID VINYL FENCE PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY aiyF BB BOUTELOUA GRACILIS'BLONDE AMBITION' / 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA CM CORNUS SANGUINEA'MIDWINTER FIRE' / 5 GAL. POT 111 MIDWINTER FIRE BLOODTWIG DOGWOOD CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY 0 FI FORSYTHIA X INTERMEDIA / BORDER FORSYTHIA 5 GAL. POT 41 0 FP2 FALLUGIA PARADOXA /APACHE PLUME 3 GAL. POT 33 JS JUNIPERUS SABINA / SAVIN JUNIPER 5 GAL, POT 28 O PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK 0 PG PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 5 GAL. POT 32 MOCKORANGE PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RA RHUSTRILOBATA'AUTUMN AMBER' /AUTUMN 5GAL. POT 131 AMBER SUMAC RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SO SALVIA DORRII / DESERT SAGE 3 GAL. POT 46 SS SCHIZACHYRIUM SCOPARIUM'THE BLUES'/ THE 3GAL. POT 89 BLUES LITTLE BLUESTEM SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY AB ACHD BASIN FORB MIX/ FORB MIX --- 10,417 SF AM ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. POT 98 PLANT AT 24" O.C. AGASTACHE NEOMEXICANA / NEW MEXICO AN HUMMINGBIRD MINT 1 GAL. POT 64 PLANT AT 24" O.C. FESTUCA IDAHOENSIS'SISKIYOU BLUE' / SISKIYOU FS BLUE FESCUE 1 GAL. POT 526 PLANT AT 18" O.C. NEPETA X FAASSENIPWALKER'S LOW' / WALKER'S NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36" O.C. PENSTEMON TRICTUS / ROCKY MOUNTAIN PS PENSTEMON 1 GAL. POT 62 PLANT AT 36" O.C. �� i LAND GROUP O ■ .y y � y C •� n y •— i cc� O o E coo �••+ �, c00 o cc ■� CzLn z a a co �� Revisions 1Q 1. PZEjOF �qy0 LA-116589 oq/07/2022 Project No.: 120194 Date of Issuance: 0107.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Shrub Planting Detail L1.07 I E APPROVED e 12s 22 .� •.vna: a ro �� oo,a BEGIN— — — — —' — — 1 END 1 BEGIN 1 END BEGIN I i — I CALLOUT NUMBERS COORDINATED Keynotes: TO NUMBERED NOTES BELOW. 1. EXISTING FENCING FROM CHUKAR RIDGE SUBDIVISION TO REMAIN 2. EXISTING FENCING FROM OWYHEE HIGH SCHOOL TO REMAIN Legend: � 6' OPEN STYLE METAL FENCE [] 8' HIGH NOISE ATTENUATION WALL, SEE DETAIL 611.50 0 6' HIGH SOLID VINYL FENCE y-/,�� r� / LAND GROUP O ■ .y O y � y iiiiiiiiiJ CD CA ■— OCc �+ C� o 00 cc ■� ca z a L M Revisions A 1. PIEOFlDgyO LA-1 589 �\ 1,00 04107/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Fencing Plan Fencing Plan Horizontal Scale: 1" = 70' 0 70' 140' L1.10 I1-�E IDR IAN,- NOTES: NOTES: �� 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION' HOWEVER THE CONTRACTOR IS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION' HOWEVER THE CONTRACTOR IS APPROVED RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS' INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS' STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE Dare °sizsizz IMPROPERLY PRUNED TREES AS DETERMINED BY THE IMPROPERLY PRUNED TREES AS DETERMINED BY THE YEAR WARRANTY PERIOD. ( YEAR WARRANTY PERIOD. ( ``` `0'f9 e, Pz zz"", 2 IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO i INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO N GALVANIZED NAILS TO PREVENT SLIPPAGE. REMOVE AFTER INSTALLATION PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. c 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. SOIL LINE MULCH LAYER, KEEP MULCH 3" AWAY FROM SOIL LINE ° o MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK TRUNK UTILIZE SOIUR00T PROBE AROUND TRUNK \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE r 11_ _ (APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE 3 (APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. POSITIONED AT OR SLIGHTLY ABOVEHIGHEST ROOTS. HIGHEST GRADTS E LEDVEL. / I \II \ \ \ 1 [Il\ \ \ I I SPECIFICAT10NNISH GRADES FOR IONALINFORMATION. POSITIONED AT OR SLIGHTLY ABOVE GRADHIGHEST ROOTS. HIGHEST ROOTS E LEVULD EL. \ \ \ \ SPECIFICAT FINISH GRADE it IT I REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP ��/�\/A `� ` ` jA// REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP Y OF FOOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC �/ COMMERCIAL SLOW RELEASE FERTILIZER TABLETS YFROM FOOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO OF FOOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC FROM FOOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ COMMERCIAL SLOW RELEASE FERTILIZER TABLETS �� ` � � ��/�� F��j/ � � � � � %j/ WRAP THE FOOTBALL, IT SHALL BE COMPLETELY �� j , + , WRAP THE FOOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE j j j j / \ \ j REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. �/ V//�//V/ //V//V//V//V//V//V/V / LEFT ON THE BOTTOM OF THE FOOTBALL �� SET FOOTBALL ON NATIVE UNDISTURBED SUBSOIL �� %��%�%��%� / / , / SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2x FOOTBALL DIAMETER 2 ROOTBALL Deciduous Tree Planting 3x FOOTBALL DIAMETER 1�� g 1�,�� Coniferous Tree Planting AMETER 3xR00TBALLDIAMETER \ n Scale: NTS \ 2 Scale: NTS MULCH LAYER COMMERCIAL FERTILIZER TABLETS Shrub Planting Scale: NTS BOULDER RETAINING WALL BY o DESIGN -BUILD CONTRACTOR c� a CD MULCH AT EDGE - BETWEEN PAVEMENT AND FACE OF BOULDER 0 w SIDEWALK PER CIVIL PLANS C C 11i=.a=.awn.=ni Cross-SectionSouth Berm De WATER RETENTION BASIN BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. NOTES: 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. 3. CLEAN ALL BOULDERS OF DIRT AND LOOSE DEBRIS. 4. WHEN PLACING BOULDERS, BURY 1/4 TO 1/3 OF BOULDER BELOW FINISH GRADE. 5. DO NOT SCAR OR DAMAGE BOULDERS. Boulder Installation Scale. NTS TOP OF WALL, REFER TO CIVIL SHEETS LANDSCAPE SOD MIX, PER FOR MORE INFORMATION LANDSCAPE PLANS TOP OF BERM, REFER LANDSCAPE PLANTING BED, PER r TO CIVIL SHEETS FOR LANDSCAPE PLANS. I MORE INFORMATION INSTALL SHRUB PER DETAIL 3/1-1.50 5' TREE PLANTING MIX PER NOTES ON SHEET L1.00 47.8' )GATED, SIZE AND TYPE PER SUBGRADEAS E OUT -TO -OUT DECK PLANKS **CLEAR WIDTH 5/8"0 X 1'-4" TIMBER BOLT & 6„ STRUCTURE NUT W/(2)-MALLEABLE IRON WASHERS. FIELD DRILL 11/16"0 TL HOLES IN CURB , DECK PLANKS & CONTINUOUS PLATE TO MATCH 2" X 8" MINIMUM CURB BLOCK. TREAT HOLES PER RUNNING PLANK GENERAL NOTES. 2" X 12' SHOWN 6" X 6" CURB 3" X 6" X 2'-0" CURB BLOCKS SPACED AT 5'-0" ON CENTER 3" X 8" MINIMUM DECK PLANKS ' = = 2" X 6" CONTINUOUS PLATE *SPACE 2'-0' MAXIMUM INCREMENTS STRINGER STRINGER BRIDGE WITH CURBS ONLY DECK SECTION W/STRINGERS @2'-0" O.C. * MINIMUM NUMBER OF STRINGERS IS THREE ** INSIDE FACE TO INSIDE FACE OF RAILING 11/16"0 (TYP) SYSTEM 11/16"0 (TYP) 1 1/2" 1 1/2" 6" 6" 10 1/2" 10 1/2"" 10 1/2" 10 1/2 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2'-0" 2'-0" PLAN -CURB BLOCK PLAN -CURB BLOCK AT SPLICE 5/8% TIMBER /2 CURB BOLTS (TYP) CURB CURB 1 CURB DEPTH J BLOCK T DECK PLANKS 2" X 6" CONTINUOUS PLATE ELEVATION -TYPICAL CONNECTION ELEVATION -CONNECTION AT SPLICE SOLID SAWN CURB CONNECTION DETAILS USFS Standard Bridge Detail 962-10-03a Scale: NTS INSTALL TREE PER DETAILS 1 & 2/L1.50 T-3.5' HT. BOULDERS FOR TREE WELL. REFER TO DETAIL 4/1-1.50 FOR BOULDER INSTALLATION DETAIL. 5' 2.5' 2.5' � 2:1 SLOPE MAX PER CIVIL F DRAWINGS FINISHED GRADE FUTURE ITD SERVICE ROAD AND HWY 16 TOP OF BERM PER CIVIL PLANS 3-3 5' FOR 5'x5' TREE WELL BOULDER TREE WELL: PLAN VIEW GENERAL NOTES: SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-03) AND STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS AND TRAIL BRIDGES ON FEDERAL PROJECTS, TIMBER & LUMBER: SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE GRADING RULES AGENCY FOR THE SPECIES, TYPE, AND GRADE SPECIFIED BELOW. DECK PLANKS, CURBS, SILLS, & BACKING PLANKS - COASTAL REGION DOUGLAS FIR -LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES AGENCY - WWPA, WCLIB RUNNING PLANKS - COASTAL REGION DOUGLAS FIR -LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB RAILS & POSTS (SEE PROJECT CRITERIA) UNTREATED - REDWOOD, S4S, NOT GRADE GRADING RULES AGENCY - RIS WESTERN RED CEDAR, S4S, SELECT STRUCTURAL GRADE GRADING RULES AGENCY - WWPA, WCLIB TREATED - HEM-FIR/DOUGLAS FIR, S4S, NOT GRADE GRADING RULES AGENCY - WWPA, WCLIB TREATMENT: SEE PROJECT CRITERIA FOR MEMBERS IDENTIFIED TO BE TREATED AND FOR TREATMENT TYPE. PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) SPECIFICATIONS USING THE TREATMENT MATERIALS LISTED BELOW. TREATMENT WILL COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". STRINGERS, DECKING, RUNNING PLANKS, & RAILING SYSTEM, IF TREATED AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE GROUND -EXPOSED (UC3B) - PENTACHLOROPHENOL IN LIGHT OIL (TYPE C SOLVENT) - COPPER NAPHTHENATE (Cu N) IN LIGHT OIL (TYPE C SOLVENT) SILLS, BACKING PLANKS, CRIBS, & TIMBER WALLS, IF TREATED AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 4B GROUND CONTACT -HEAVY DUTY (UC4B) - PENTACHLOROPHENOL IN HEAVY OIL (TYPE A SOLVENT) COPPER NAPTHENATE (CuN) IN HEAVY OIL (TYPE A SOLVENT) FIELD TREATMENT: COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING OD WOOD. ALL ABRASIONS AND FIELD CUTS -APPROVED BY THE C.O.R.- SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF THE FIELD TREATMENT SOLUTION. WHERE APPROVED FIELD DRILLING OF BOLT OR NAIL HOLES IS REQUIRED, THE HOLES SHALL BE FILLED WITH PRESERVATIVE PRIOR TO INSERTING THE FASTENERS. HARDWARE AND STRUCTURAL STEEL: SEE PROJECT DESIGN CRITERIA FOR STEEL HARDWARE FINISH. GALVANIZED OR UNFINISHED HARDWARE SHALL MEET THE REQUIREMENTS OF AASHTO M270, GRADE 36, WITH NUTS AND BOLTS CONFORMING TO ASTM A307, GRADE A. WEATHERING STEEL AND HARDWARE SHALL MEET THE REQUIREMENTS OF AASHTO M270, GRADE 50W, WITH BOLTS AND NUTS CONFORMING TO ASTM A325, TYPE 3. USE MALLEABLE IRON WASHERS AGAINST WOOD UNLESS OTHERWISE NOTED. WHEN STRUCTURAL STEEL IS TO BE WELDED, THE WELDING PROCEDURE SHALL BE IN ACCORDANCE WITH AWS D1.1 AND SHALL BE SUITABLE FOR THE GRADE OF STEEL AND INTENDED USE OR SERVICE. FABRICATION: SUBMIT SHOP DRAWINGS FOR ALL BRIDGE COMPONENTS (EXCEPT TIMBER RUNNING PLANKS). SHOW ALL DIMENSIONS AND FABRICATION DETAILS FOR ALL CUT OR BORED TIMBER. FIELD DRILLING OF HOLES SHALL NOT BE ALLOWED UNLESS OTHERWISE NOTED ON THE PLANS. CLUR WIDTH VARIES C to do 2% CROSS O. :m,ii_imlwmrrlrrrnrlrrrrru•rrrrroorrrrrrrrul•rurV_ ._.. 8RGLABS'V AWHALT PAVINI13 g*AdREGATE BASE GEOTEXTILE FABRIC UNDISTURBED EARTH Figure 3-2. Asphalt Pathway Cross -Section Detail City of Meridian Pathways Master Plan Asphalt Pathway Section Scale: NTS / THE -0- LAND GROUP O y COD CD CA •- OCC O E (D co En GD CC CD ■� cm a z c co co Revisions 1. \\\\�SPZEjOF AD.4 /// LA-1�6589 01�1\ 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Details L1.50 (�j�ERO)IANg- APPROVED CAM. 05ns¢2 FU NUA■N:m-�z 2"-6" WASHED RIVER COBBLE AT 12" DEPTH. PLACE ROCKS IN ORGANIC FASHION TO CREATE A SMALL CREEK LIKE APPEARANCE 2" ROUND COBBLE AT 4" DEPTH Dry Creek Scale: NTS naaivarr wiunnur Tn rOGE OF DRY CREEK, 4' TYP, SEE PLAN ILDERS PER ETAIL 4/1-1.50 D FINISH GROUND DING PLAN AGE WINDOW Aure outline at 'SS wedge anchor (3) :d icing (by others) ide r reinforced concrete si (3) (by others) :ing subgrade (by others) / \ Min 6' use zone be verified by installer) y s•-s^ � culpture net / 16"x36" Fiber reinforced concrete / - pier, 4000 psi (3) (by others) \ 3 10 3' 9^ 3'-4" / m P a' I d I__---integral footing / \ 16' ) _�--__GFRC sculpture/ plan outline o z a' a' IM Woodland Folt_AP018 ID Sculpture Woodland Fort Play Feature - -I"r-\ Timberform Colossus Bench Scale: NTS B j Community Pool Parking Lot Shrub Planting Detail Scale. NTS ` V % Scale: 1" = 20' g 3 yB.earsPlaygrounds Embankment Slide Sle: NTS EO Fallen Log Open Play Amenity Scale: NTS PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER CITY 0BOUTELOUA BB GRACILIS'BLONDE AMBITION' / 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA CM CORNUS SANGUINEA'MIDWINTER FIRE' / 5 GAL. POT 111 MIDWINTER FIRE BLOODTWIG DOGWOOD CM2 CERCOCARPUS MONTANUS / ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY FI FORSYTHIA X INTERMEDIA / BORDER FORSYTHIA 5 GAL. POT 41 FP2 FALLUGIA PARADOXA/APACHE PLUME 3 GAL. POT 33 JS JUNIPERUS SABINA / SAVIN JUNIPER 5 GAL, POT 28 O P62 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK PG PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 5 GAL. POT 32 MOCKORANGE ,wry PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RA RHUS TRILOBATA 'AUTUMN AMBER' / AUTUMN 5 GAL. POT 131 AMBER SUMAC RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SO SALVIA DORRII / DESERT SAGE 3 GAL. POT 46 SS SCHIZACHYRIUM SCOPARIUM'THE BLUES'/ THE 3GAL. POT 89 BLUES LITTLE BLUESTEM SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE CONTAINER CITY AB ACHD BASIN FORB MIX/ FORB MIX --- 10,417 SF SIF AM ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. POT 98 PLANT AT 24" O.C. AGASTACHE NEOMEXICANA / NEW MEXICO AN HUMMINGBIRD MINT 1 GAL. POT 64 PLANT AT 24" O.C. FESTUCA IDAHOENSIS'SISKIYOU BLUE' / SISKIYOU FS BLUE FESCUE 1 GAL. POT 526 PLANT AT 18" O.C. NEPETA X FAASSENIPWALKER'S LOW' / WALKER'S NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36" O.C. PENSTEMON STRICTUS / ROCKY MOUNTAIN PS PENSTEMON 1 GAL. POT 62 PLANT AT 36" O.C. i LAND -GROUP O ■ .y y CJ y J Cn ■- O o t3 co D co Cco cc ■� CZ z aa C') �F, � � Revisions 1Q 1. OF ID, c� LA-1 589/01111 ftsc Ott/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Details L1■51