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Construction Drawings V1Engineer'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 ITS 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, ACHD 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 TO 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 (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ACHD Standard Notes: ACHD 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 ACHD INSPECTION SERVICES AT 387-6284. 4. COMPLY WITH DISTRICTS 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 OUT. 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 DISTRICT'S 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 ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. ACHD 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 ACHD 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 ACHD 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 ACHD 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 ACHD 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 ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD 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: STEVENS. BENSON Planning and Design: THE LAND GROUP, INC. CIVIL ENGINEER: JAMES W. GUTE, PE (JGUTE@THELANDGROUPINC.COM) LANDSCAPE ARCHITECT: MATTHEW T ADAMS, PLA (MATT@THELAN DGROUPINO. GOM) 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) C1.10 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 GI (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 Y C4.03 Roadway Plan and Profile - N Keklik Ave (South) C6.05 Drainage & Utility Plan - Area 5 C4.04 RoadwayPlan and Profile - W Attitude 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 Ct (West) C6.13 Infiltration Basin Details C4.09 Roadway Plan and Profile - W Pilot Ct (East) C6.50 Utility Details C4.10 (North) RoadwayPlan and Profile - N Keklik Ave North C7.00 Gravity Irrigation Plan and Profile - Waste Ditch Y 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 Grading Plan C7.12 Pressurized Irrigation - Area 2 C4.50 Roadway Sections C7.13 Pressurized Irrigation Details C4.51 Intersection Details 1 C7.50 Pressurized Irrigation Pump Station C4.52 Intersection Details 2 C7.51 Pressurized Irrigation Pump Station Secton C4.60 Grading Details Overview L1.00 Landscape Plan Overview C4.61 Grading Details 1 L1.01 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. LI A O 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. �Ay 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. .� ,F__ r�%t.'. THE LAND GROUP Z 0 fi y fi fi y ca 2 fi t� n y IIIIIIIIIIIIIII� _cc O c 0 a E � M 00 � Q M fi CMI � cm a co C� a - C� Revisions 1, spIAL p �04 GISTERF0 Cfd c� a 11568 04/07/2022 J`�gTe OF 9ES W. yT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Cover and Notes CH BY: DATE: ADA COUNTY HIGHWAY DISTRICT B4 L3 B2 L5 li B3 L7 B3 L12 B2 L31 Q I = B4 L2 B2 L4 'i B3 L6 B3 L13 i II 62 L32 B4 L5 B4 L6 B4 L7 B4 L8 B2 L3 B3 L5 B3 L14 B4 L1 CHUKAR RIDGE �) rn SUBDIVISION B2 L39 I B2 L33 B2 L2 � B3 L4 B3 L15 I B2 L34 I IBX �I B3 L3 B3 L16 - -- I GRATE:2532.09' - - - - - - - - - - -_--- ) IE(N)24"RCP:2524.5T B2 L35 I IE(S)21"RCP:2572.24' S LB3 L2 B3 L17 3 L1 I I IE(W)12"CMP:2528.26' L20 B3 L21 B3 L22 B3 L23 3 24 1B3 L25 B3 L26 B3 L27 B L2 r - - B2 L36 J 1 Ly i L1A�HJQ\ -"GIRR - ✓ -- / R�- SSM2"PR . RIM:2523.31' CENTER EAT _ IE(N)8"PVC:2507.96' 1/16TH ✓ \\ PIPE \� 1 TBM #39 l \ // ✓ ry IE(E)8"PVC:2508.09' \ x \ IE(N)14"CMP:2521.19' EL:2525\66' \ IE(W)8"PVC:2509.09' \ / \ L 2S?4 I 1 \ ` - I IBX GRATE:2531.27' IE(E)12"CMP:2528.06' \ IE(W)12"CMP:2528.32' I I SUMP:2527.36' TBM #36 \ \ S?S\ \ \ \ I EL:2530.58' / PIPE \ \ \\ \ 1 IE(E)12"CMP:2529.71' -2526, T®\ \\ ®\ c 1\ \ \ \ JI \ \ \ \ \ 1 BX GRATE:2532I87 IE(N)20"RCP:2528.82' \ \ \ \ IE(W)12"RCP:2529.89' S l \ \ \ IE(S)20"RCP:2528.71' GIRR \ 252 VACATED DITCH f \ \ \ \ IBX S'20 GRATE:2530.15' °C -2527- J \ \ i' \ \ \ \\ \\ \ IE(S)36"PVC:2521.63' \\ \ \ DIRT ROAD IE(W)36"PVC:2521.63' \ \ / i \ \\ \ SUMP:2519.65' \ \ \\\ 3235 N MCDERMOTT RD ��\\ GRATE:253328'� \ ACCLIMA INC \ IE(N)20"RCP:2528.94' M_ APN No: 50432417350 IE(S)20"RCP:2528.94' EXISTING OWYHEE \\ ±39.99ACRES ` HIGH SCHOOL �2 11*0A ?S?9\ UNPLATTEDCo\ \ \ \ IBX GRATE:2530.41' \ \ 1 yry IE(N)36"PVC:2522.26' IE(S)36"PVC:2522.26'CD 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' w PIPE IE(S)16"RCP:2527.33' PIPE I E (N )16"R C P:2527.58' PIPE I E (W)16"R C P:2527.34' PIPE IE(E)16"RCP:2527.30' w -2530- Re / \ IBX / / GRATE:2533.31' L / \ \ IE(N)20"RCP:2529.17' I / \ - IE(S)20"RCP:2529.17' � w / / \ --2531 I I �CD ql / PIPE \ \ N f IBX / cc253p IE(SW)12"CMP:2531.65' GRATE:2531.80' / x \ \ IE(N)36"PVC:2522.26' / \ PIPE \ IE(W)12"STEEL:2521.7T IE(NE)12"CMP:2530.72' \\ \ \ l \ _ 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' PIPE I \ \ \ \ IE(E)6"RCP:2531.99' ?S3?\ s? \ \ \ I \ ry PIPE IE(W)6"RCP:2531.99' / NO CAP N89°201411W 1324.23' SOUTH EAST 1/16TH J \ ` - \ \ r Ss- SS i UNPLATTED SSMH \\ \\ -__ i� \ RIM:2531.69' \\ \\\----------- 2532 \ IE(W)8"PVC:2518.57' \ \ \ \ IE(E)8"PVC STUB:2518.74' \ \ \ \ IBX GRATE:2533.68' IE(N)20"RCP:2529.53' IE(S)20"RCP:2529.51' I I I w PIPE IE(S)12"CMP:2530.10' PIPE IE(S)12"CMP:2528.63' } z w O DR. w o m a � PIPE IE(N)12"CMP:2528.25' PIPE IE(N)12"CMP:2530.11' SOUTH 1/16TH COMMON TO SECTIONS 32 & 33 ILLEGIBLE OHP I II 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: Legend: ® FOUND ALUMINUM CAP MONUMENT - - BOUNDARY LINE FOUND 5/8" MONUMENT - - - SECTION LINE TEMPORARY BENCHMARK - - - - - - - - - - - - EASEMENT LINE �S SANITARY SEWER MANHOLE EG EG EDGE OF GRAVEL ® PRESSURE IRRIGATION VALVE EP EP EDGE OF PAVEMENT IRR IRRIGATION BOX -X-X-X-X-X- FENCE LINE POWER POLE -SS-SS-SANITARY SEWER LINE E- GUY WIRE GIRR GRAVITY IRRIGATION LINE STREET LIGHT TOP TOP OF DITCH O ELECTRIC BOX TOE BOTTOM OF DITCH O TELEPHONE RISER OHP OVERHEAD POWER LINE MB 1 MAIL BOX - T T T - UNDERGROUND TELEPHONE LINE v SIGN CONCRETE AREA CURB AND GUTTER EXISTING BUILDING �-� 2530 EXISTING GROUND CONTOUR 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: RI RECORD OF SURVEY No.8859, INSTRUMENT #110101244, RECORDS OF ADA COUNTY. -`\ OF AM, � LAND GROUP O CO) y y C lam _cc C O cc 0 IIIIIIIIIMCJ t � � M a °° _ t= cz co Revisions Al 1. ��SZONAL E,y 7E 4�04 ��0\5RF� �'1 11568 04/07/2022 JTgTf OF 4 W. T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Existing Conditions Existing Conditions Horizontal Scale: 1" = 80' 0 80, 160' C1'1 0 OWYHEE HIGH SCHOOL Overall SWPPP Site Plan Horizontal Scale: V. = 80. NOT A PART - 2"PIRR I `\ 2529_2529- \ 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. 2.1% I ) \ I X �P 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE "''• •' ' .. ' I / I I 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. '`� }}: :- :•:•' ' ti ° I III 49.3% 6. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE :: • ='% i / II STORM DRAIN SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. FUTURE ITD / Ili 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT DURINGSHALL BE VACUUMED > :: t ' RIGHT- I / I SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT CONCRETE OR .: OF- wq y I II `'`III \ ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN I \ III 4\ III I \ TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED III SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT \ I III \ I I I VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. • :/ 49.4% \ I I / I 12. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. EXCESS MATERIAL MAY BE TEMPORARILY STORED ON 1 / I 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, 13 WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE SPWC I a>;' C::•`• • \ \ \ j III J I I 1 I 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. •::: - : � \ III � S0.2% \ \ i \ \ I 15. TOTAL DISTURBED AREA FOR THIS OFF -SITE WORK IS APPROXIMATELY 25.33 I \ \ ACRES. I 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 ' 1 \ CONTAINED HEREIN. 48.7% S?B, 1 / , AREA SWPPP Posting Requirements: /11. 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 \f Vr GENERAL PERMIT AND COMPLETED INSPECTION FORMS), N01, AND r ACKNOWLEDGEMENT LETTER FROM EPA MUST BE RETAINED AT THE NOT A PART 11 rll CONSTRUCTION SITE (OR OTHER LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS )AND MADE AVAILABLE FOR REVIEW BY EPA, A 48 9% STATE, OR OTHER LOCAL APPROVING AGENCY. 11 11 II °I II I 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION 06 s6 / NEAR THE CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST N I / I III CONTAIN THE FOLLOWING INFORMATION: oN \ t / / I / I • AT A MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT INFORMATION AS WELL AS THE ADDRESS OF THE SITE, THE PERMIT HOLDER'S NAME AND THE PHONE I NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888) MUST NN I / III I BE DISPLAYED THROUGHOUT CONSTRUCTION / / I I • THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF N / III AVAILABLE), OR THE FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO 45 7 _ _ / I OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN % _ J / I I (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA N, O m� I r II I REGION 10 STORMWATER PROGRAM MISHA VAKOC (VAKOC.MISHA@EPA.GOV) (206) 553-6650 " N I • AND THE FOLLOWING STATEMENT "IF YOU OBSERVE INDICATORS OF h \ I I I STORMWATER POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY, CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: N_ I ii HTTPS://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. �2631 \ 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). U N P LATT E D L' NOT A PART i D 80, 160' 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 dduperault@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 01.55. 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 DEQ 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. --� OF 10M � � r� LAND GROUP O y y y c n W _cc O Cc 0 a C E � M 00 M CZ � t= L, a m Revisions U 1. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Overall SWPPP Site Plan C1,50 ■ • ________ �rI ■ ♦pE■ I 1 ■ ■ p / = IN ■ o /f� .� : ry�1■■■■■■11■■■■■ ■■�■ollism NONE WE ��T15,._ I�i�'�" 11gtd IAg111� ■ •i' �n�� NNN I���� I/1r11t1 ppJl : ■ 1 ■ �I IC �__ eee_■ j� ( I 1GE SUBDIVISIO r m a1nRi-r�iii■-- ---1 i ■ ■ IN r `T�i TYPE I INLET PROTECTION INSTALLED �1�1� �� ♦ �� ��_ ®I 1 PLACEMENT. TO BE REMOVED AFTER FINAL STABILIZATION. TYPE I INLET PROTECTI(' INSTALLED ■ I�, 'DURING INLET COI`Z PLACEMENT. TO BE REMOVED AFTER FINAL STABILIZATION. NOON■ �■■f�1!g1i1■■■■!■■■■■i1■■���, !I!■IAIAi_ ■ I_I■■MF+■i1■■■■ I■■■■1®IeIR1Ai! NOON■I■IliWINE& 1,011- @■■I I!■1,.. _�I. MIT, 11 �►i1F�s �I1Yr� All mini - ��■■■ •°■■■■l1■■■■■■■■w■■■■i1■■■■■ia■■■rr■■■■■■■■■i1■■■■■■■■■il�isesll■■t■re■■e■■■■■■■■YID■� o� o ■e■■■■■■■■d■■■■■■■■■■�• y - - I w TYPE I INLET PROTECTION INSTALLED DURING INLET CONSTRUCTION 1 �1 TO : D AFTER FINAL STABILIZATION. =1 j I 4-IF "PI / ` I12 \I l TYPE I INLET PROTECTION INSI DURING INLET CONSTRU( �I 1 PLACEMENT. TO BE REMOVED FINAL STABIL12 L� NJ,.G■FINE ■.Ma LINE lII 2\ v ' r I I \ Fw Fw Fw Fw Fw \ 1 TYPE I INLET PROTECTION INSTALLED DURING INLET CONSTRUCTION PLACEMENT. TO BE REMOVED AFTER ' FINAL STABILIZATION. � s _ W. PILOT CT., TYPE INLET PROTECTION INSTALLED DURING INLET CONSTRUCTION / / PAM TOINJ REMON. ON. BE OVED AF I r i i \ / 1, LED 1 � W )N/ TER 1x/_ 1 1 I W ! I I s �J 4" D 4"PIRR CID I4"PIRR 4"P R 4"PIRR \ I- 2.5% AREA 2 \ I III I a N � Enlarged SWPPP Site Plan - North 0 3 a Horizontal Scale: 1" = 40' $s IN U / TYPE I INLET PROTECTION INSTALLED v �� DURING INLET CONSTRUCTION / "PIRR ¢ / \ PLACEMENT. TO BE REMOVED AFTER / \ FINAL STABILIZATION. PIR 4"PIRR � 9 - - - - 2528- /AR 2 I � Hill '� ill l 1 TYPE I INLET PROTEnTInni INCTAI I Fn DURING INLETCONSW, BECKY `CT DI Ar:FAAFAIT Tn RF RFMn\/Ff1 AFTER `.G. C c ,-...,� �.�� �r ,,,,..r�..r�...� �. �..r.� �� ♦ \ I I I _ II i I ! I I. ESC/SWPPP Legend a APPROXIMATE LIMIT OF DISTURBANCE II --2698 PROPOSED GROUND CONTOUR (ONE -FOOT INTERVAL) I 1 - - -2698 - EXISTING GROUND CONTOUR (ONE -FOOT INTERVAL) IISF 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. _N 12"GIF CONCRETE WASHOUT PER THE STATE OF IDAHO - - - - CATALOG OF STORM WATER BEST MANAGEMENT / PRACTICES BMP #49 AND DETAIL ON SHEET C1.55. I � PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. MATERIALS STORAGE AND PARKING AREAS PER THE I f STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. I I' 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 IT� Ij SWEEPING DAILY OR AS NEEDED TO REMOVE ANY i\4 i i TRACKING OF MUD AND/OR DIRT ONTO EXISTING yl ASPHALT. SEE SHEET C1.55 FOR DETAILS. I AREA TO BE STABILIZED WITH ASPHALT �s� s v 6 ry 493% /INAREA TO BE STABILIZED WITH CONCRETE I OR OTHER HARDSCAPE 0.8% �S2 6 0 0 40' 80, -� OiA� �S_ �lj�� rc WE LAND =GROUP O CO) i F2 m W y C n y _cc O Cc 0 CJ E 0Cl)a °° 0 C a c co c Revisions Q 1. Project No.: 120194 Date of Issuance: 04 07 2022 Project Milestone: Permit5el Enlarged SWPPP Site Plan - North C1,51 ESC/SWPPP Legend ►` ���� THE i / / /f II ! ' I IIII ���I �� //ice►: �"PIRR ., _ / � � II PI 4 P R 4 PIRR r/ / TYPE I INLET PROTECTION INSTALLED / 0D I� ` _ J III APPROXIMATE LIMIT OF DISTURBANCE �• WE D DURING INLET CONSTRUCTION / / / . PLACEMENT. TO BE REMOVED AFTER "PIRR I GROUP FINAL STABILIZATION. "PIR / / Illl II �� PROPOSED GROUND CONTOUR ONE -FOOT INTERVAL /v I I I I I I I I I � �2698 ( ) �� 4"PIRR / l I IL. l l I I II 269 _ _ EXISTING GROUND CONTOUR (ONE -FOOT INTERVAL) 8 II I I � IIII IIII \ I I, . � I I I C I I I I AREA 1 \ AR A 7 /I — SF SF — SILT FENCE PER STATE OF IDAHO CATALOG OF 2 5% \ , , — — — I / d STORM WATER BEST MANAGEMENT PRACTICES BMP I / I \ ' ' ' ' — 2528 / / I 22 #65. SEE DETAIL ON SHEET C1.55. o L� 487i FW FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP r #64. SEE DETAILS ON SHEET C1.55. I TINS / \ TYPE I INLET PROTECTION INSTALLED DURING INLET CONSTRUC �I I I CONCRETE WASHOUT PER THE STATE OF IDAHO PLACEMENT. TO BE REMOW. BEC KY CT. TYPE I INLET PROTECTION INSTALLED � � � I� � I i � (I � � CATALOG OF STORM WATER BEST MANAGEMENT FINAL STABILIZATION. DURING INLET CONSTRUCTION / I �I I' S PLACEMENT. TO BE REMOVED AFTER PRACTICES BMP #49 AND DETAIL ON SHEET C1.55. FINAL STABILIZATION. �I II PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. II MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST tie \' / I li I MANAGEMENT PRACTICES BMP #37. i N 4 3.0% / / '— �LJJ = I I (IIII i1 / \ 0 .� FW FW FW W FW FW I I �� / I � � I I 81, PROVIDE STABILIZED ENTRANCE PER THE STATE OF �JI I /L� I I I IDAHO CATALOG OF STORM WATER BEST a LL I I \ MANAGEMENT PRACTICES BMP #40. THIS SHALL BE STOCKPILE AREA I I 6b 'sue, MAINTAINED THROUGHOUT CONSTRUCTION UNTIL R — STOCKPILES TO BE STABILIZED PER IDH2y29' #44 AS SOON I ASPHALT BASE MATERIAL IS INSTALLED PROVIDE . \ I III I Q ! AT THE STOCKPILE HAS BEEN INACTIVE FOR 14 DAYS. I \ SWEEPING DAILY OR AS NEEDED TO REMOVE ANY STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. I I vN N \ TRACKING OF MUD AND/OR DIRT ONTO EXISTING v N \ \ ASPHALT. SEE SHEET C1.55 FOR DETAILS. 4' \ PI RR II v N 1 � FW �FVG FW W FW FW � I � I — li I X o I! \ AREA TO BE STABILIZED WITH ASPHALT 1 � I •a / �-- — — — — — - -- — C = TYPE I INLET PROTECTION INSTALLED I \ I N I AREA TO BE STABILIZED WITH CONCRETE O V DURING INLET CONSTRUCTION / I I� N I� OR OTHER HARDSCAPE PLACFINALSTABILIZATION. TO BE EMOVED AFTER I y n _ --N � \ \ \ vovv m � !� - �W. ALTITUDE ST. '� N � M I � I TYPE I INLET PROTECTION INSTALLED 1 i o DURING INLET CONSTRUCTION / PLACEMENT. TO BE REMOVED AFTER 1 TYPE I INLET PROTECTION INSTALLED ION. FINAL STABILIZATION. I Cm DURING INLET CONSTRUCTION / � � � II µ I I I \ • I I PLACEMENT TO BE REMOVED AFTER \ � 2530 I I I i �;' Z CID �W FINAL STABILIZATION. FW FW F FW FW FW N i — III _ i •�� I � � � I� III I II I II � ',� _ J STOCKPILE AREA 4- I R PIRR —STOCKPILES TO BE STABILIZED PER IDEO BMP #44 AS SOON R " IRR III IW cc _ Y AT THE STOCKPILE HAS BEEN INACTIVE FOR 14 DAYS. / A STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. ■ / Z U N —_ I\ow o v / — A FW FW FW F a �� E co _ 4^pl TYPE I INLET PROTECTION INSTALLED N / °' 00 EP EP EP DURING INLET CONSTRUCTION / I h b /1 PLACEMENT. TO BE REMOVED AFTER TYPE I INLET PROTECTION INSTALLED \ S2 o / / FINAL STABILIZATION. DURING INLET CONSTRUCTION / a 12528 ; 5 p i � Z c6 / ` E EP EP \ PLACEMENT. TO BE REMOVED AFTER 12529° 2 ° / M FINAL STABILIZATION. 1 V Revisions Al ��I�W. AILERON ST. s _ y„ v. IIII I � I ��� ����\�� ��� I �— ,. • ;•r -- — -- -- — -- — — — J•. 37 � 259�� ��II �499%� — — — — — �� / �— Enlarged SWPPP Site Plan - South D 4°' B0, Horizontal Scale: 1" = 40' Project No.: 120194 Date of Issuance: 0407.2022 Project Milestone: Fermit5et a Enlarged SWPPP Site Plan - South sa 'M C1,52 Stabilized Construction Entrance (BMP 5A) Scale: NTS STORM SEWER GRATE 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 REINFORCED CORNERS 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 MANAGEABLE 2-FT PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENTAREA 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 NOTES: CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 1. INSPECT AT FREQUENCY DESCRIBED IN SV SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DOCUMENTS. REPAIR OR REPLACE AS NEI RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. REMOVE SEDIMENT ACCUMULATIONS WH 8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR FILTER CAPACITY IS REDUCES BY 50%. 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. TOP OF BANK \ TOP OF BANK \ `>>': BOTTOM OF BOTTOM OF CHANNEL�W Fiber Roll Install (BMP 35) Scale: NTS CHANNEL ! `/ CONTINUE ON OPPOSITE SIDE OF CHANNEL \ 5' MAX (TYP.) FASTNER -MINIMUM N0. 10 GAGE WIRE (4 PER POST REQ�'D) FILTER FABRIC CONCRETE WASHOUT ELEVATION FILTER FABRIC z DIRECTION OF FLOW EXISTING GROUND COMPACTED NATIVE MATERIAL �r 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 G99Fs s� NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. Concrete Washout (BMP 13) Scale: NTS 10 MIL (MIN.) PLASTIC LINER Drop Inlet Protection Type I (BMP 31) Scale: NTS SEE WOOD STAKE Fiber Roll (BMP 35) Scale: NTS SEASONAL HIGH 7 WATER EL. - DANDY SACK - SPECIFICATIONS STRAPS 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) QUIRED ERFLOW PORTS 3ACKTM' DUMPING STRAPS STORM INLET tnnNtnv 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 IDEQ BMP NO.46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS. Temporary Sediment Basin (BMP 46) Scale: NTS MECHANICAL PROPERTIES TEST METHOD UNITS MARV GRAB TENSILE STRENGTH ASTM D 4632 KIN 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 KIN 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/M2 GAUMIN/FT 2 2852 70 PERMITTIVITY ASTM D 4491 SEC 0.90 HI -FLOW DANDY SACK- (SAFETYORANGE) MECHANICAL PROPERTIES TEST METHOD UNITS MARV GRAB TENSILE STRENGTH ASTM D 4632 KIN 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 KIN 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/M2 GAUMI FT 2 5907 145 PERMITTIVITY ASTM D 4491 SEC-' 2.1 'Note: All Dandy Backe- can be ordered with our optional oil absorbent pillows Fiber Roll Stake Section (BMP 35) Scale: NTS 'E SURFACE NN OF -M �% TH E LAND =GROUP c Zr= J lam ON y _ cc 111111111111111110 c0 � �co a5 co a00 00 aCY)� a _ �� Revisions U 1. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set SWPPP Details C1,55 Idaho DEQ Final 305B Integrated Report -' wVnao6 Ur -Im Ln _ m 3 3 z / \ W ht Mfllan Rd Fi��ernile Creek - 3rd order � W M:Mllan Rd � W McM/Ian Rd = z W McMlmn Rd W L-, i >s Dr W Los Flores Sr FIVE MILE CREEK - PERENNIAL STREAM PHYLLIS CANAL (NOT ASSESSED) W Quintet. Or ! 303D LISTED - NOT SUPPORTING - FLOW ly�ator+e D W Astonle St CATEGORY 4A & 5 � TMDL APPROVED / m W Torsre St TMDL 64560 LOWER BOISE RIVER FOR BACTERIA A L i W �orir x AND SEDIMENTATION/SILTATION FireMib Cr.efk - Ur 1N Lesins St m / POINT OF z m \ _ U51ck Rd L� z TEN MILE CREEK - PERENNIAL STREAM 303D LISTED - NOT SUPPORTING c CATEGORY 4A & 5 TMDL APPROVED g° TMDL 64560 LOWER BOISE RIVER FOR BACTERIA AND SEDIMENTATION/SILTATION Tenmile Cr--k FLOW a N z DISCHARGE 001 - / FLOW ACHD STORMWATER SWALE AT W. McDDEN DRAIN ACHIEVEMENT ST. \ (N T ASSESSED) a I Z PROJECT LOCATION I - I EIGHT MILE LATERAL (NO ASSESSED) 1 M��ES � SKY PILOT DRAIN FLOW (NOT ASSESSED) W Jordan Ln _ E / a t"%Aberstoe 51 � o z AUA CANYON \ Wick Rd W USIK 1 / _ `� W Ustck Rd \� � � a x z W NiemannQ c 25rad \ c7 z tN Mloon Lahr li, ", =z El—nrary ? School z z W Pale' or 4 z 0; kloon Lake St —' SAFFORD SUBLATERAL 4 c (NOT ASSESSED) s{'� ? > z f; ete.f c Perk •� YV nartw rFnint (y � 155✓+ n � 157� t v z Safford Sublaterar a ,4 *aarno�t, Golden SVu` Dr x c Brona SO Dr xz' z ' I�'�oc - S% TealNlr!_Crf1 A—. L. Cherry Ln ,au aU N FI i. c 'e L. -- 3 Kennedy Lateral a_ $w Do Ar IDEQ 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 Cat 4a,5) — Mercury Impaired Lakes 2020 305(b) Streams Not Supporting (Cat 5) Fully Supporting(Cat 1,2) 2020 305(b) Lakes — NotAssessed(Cat 3) c Fully Supporting(Cat1,2) — Not Supporting(Cat 4a,4b,4c,5) Waters of the US Map HORIZONTAL SCALE: AS NOTED Cherry Ln z W c�s� Ur Lakav ew ti sY Charles,r. z Goa C hub •,A� starm"t,. W Tou rnaa"eN Da.5oc D" �v tih+r - S ' IV i zz W Cherry Ln 'i Rb. 0 0.2 0.4 0.8 mi 0 0.35 0.7 1.4 km Sources: Earl, HERE, Gamin, Intarmap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, Goose", IGN, Kadaster NL, Ordnance Survey, Earl Japan, METI, Esri China (Hong Kong), (c) OpenSt oetMap contributors, and the GIS User Community ® IDEQ 2022 Map Courtesy of IDEQ's 305B Integrated Report Copyright®2022 DEQ GIS W\ OF — -4 � � Jel LAND GROUP O y _ y W C n W I� _W O c0 � a M °° 00 aLo aCY)� _ �� Revisions 1Q 1. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Waters of the US C1,56 --------------------- Project Overview B3 L11 B3 L70 B3 L9 B3 L8 B3 L7 B3 L6 B3 L5 I / I 5,001 5,000-SF 5,000-SF 5,001 5,000-SF 5,000-SF 5,000-SF �� 61 3LV2 B r BLOCK 3 F L13 B3 L14 B3 L15 63 L16 B3 L17 B3 L18 B3 L19 B3 L20 5,000-SF 5,000-81' 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5 000-SF 5 517-SF B3 L21 B3 L22 4,850-SF 4 875-SF --- --- --- -- --- \_=- --- --- — UNPLATTED 12"GIRR 12"GIRR -- — — T 1 141 cc 1 I I [ CD I 1 I I I i cc I I 1 I I I I I FUTURE ITD RIGHT- OF-WAY I I IL I I I I I I 1 I I i I � ICI D I I I I P I I I Cr C I I I gee NOT A PART I C 1 I I I I I I ,I C I �I 1 I I I I I I I I r I I IIcc� I I I I I I I r I I I I � gee t I I I I I i I I I I � I 1 I I I I � I I I I cc I I � � ; I I I I I 2 T , I I I I I I � I I I �I W w w c oc QI m cc W G� c� Z w F 0V - W. BECKY DR. w w w w 0 70' 140' -� OF—� IW� 0Y*A0 too'; WE LAND GROUP y CO2 Cz v Z n y _cc Cm Cc 0 a)C Cm') °° 00 _CID 2� a LZ M _ �� Revisions 1. ��SZONAL ErY 4�04 0\S7ERF� 11568 04/07/2022 JTgTE OF "I 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Project Overview Horizontal Scale: 1" = 70' i I I I I 7 I I I I I I I I I I I BLOCK 2 1 IL --- TOP SIGNTREET H TO ALAMEDA CREEKA: 6+45.15OFF: 18.50-L 6+007+00 - -8+00-----9+00 ----- 10+00-- 11+00 12k00 + -W YOKE ST- - I � - I -I - �I I -- --- --- ----------- --- --- - -- ---------- Y LIGHT 52023 LIGHT 52024 fV7 STREET H TO ALAMEDA CREEK STREET H TO ALAMEDA CREEKSTA: 6+66.61, OFF: 18.50'RSTA: 9+13.50, OFF: 18.50'R U) i BLOCK 3 LIGHT 52025 STREET H TO ALAMEDA CREEK STA: 11+84.52, OFF: 18.50'R r + LIGHT 52027 NO PARKING SIGN 3 �I I LIGHT 52026 KEKLIK & PILOT KEKLIK & PILOT KEKLIK &PILOT STA: 12+70.39, OFF: 18.50'L STA: 14+43.42, OFF: 18.50'L / STA: 9+83.78, OFF: 18.50'L 10+00 ------11+00 - -12+00 - --- - 13+00 14+00 -W PILOT CT- I I I � rU i + I � II o I I I I IV I jl + GI I I� �I +I it a w T � s c� Y � U V � I J z �! cc �"l I LIGHT 52029 MAGICAL CREEK STA: 6+25.82, OFF: 25.82'L STOP SIGN 1 MAGICAL CREEK STA: 6+45.12, OFF: 18.501 n ❑4 I""L'� NO PARKING SIGN KEKLIK & PILOT STA: 14+43.42, OFF: 18.49'R U 1 BLOCK 3= LIGHT 52030 MAGICAL CREEK STA: 7+94.47, OFF: 18.501 STOP SIGN BECKY STA: 6+45.12, OFF: 18.50'L 7+00 - --- -W BECKY CT LIGHT 52032 BECKY STA: 7+89.80, OFF: 18.501 I I LIGHT 52031 ElNO PARKING SIGN o MAGICAL CREEK BECKY _ _ 1 + STA: 9+72.30, OFF: 18.501 STA: 9+03.61, OFF: 18.49'R �2 ADA PARKING SIGN BLOCK 3 9 � o - _ STOP SIGN + LIGHT 52034 c = = MAGICAL CREEK ALTITUDE -STA: 11 +28.72, OFF: 18.50 STA: 7+19.32, OFF: 25.821 I LIGHT 52035 KEKLIK &AILERON 6+00 - 7+00 189- - - - 8+00 - -9+00 ---10+00 STA: 6+16.49, OFF: .5'R i W ALTITUDE ST-I - II 6+00 ----- -----� --- --- - 14 NO PARKING SIGN KEKLIK & AILERON STA: 7+86.33, OFF: 18.50'R EP EP ElNO PARKING SIGN KEKLIK & AILERON STA: 8+35.57, OFF: 18.50'R NO PARKING SIGN 3 BECKY STA: 9+00.74, OFF: 18.501 I X 0 o I! + I � a Ili all a U + c Ilkk o m m I � I C m I 9+0( -- -10+00 ---11+00 - 12+00 - -13+0) T - �W AILERON ST--�- - I - -T- --- ----------------- STOP SIGN KEKLIK & AILERON III I I N � I sa Street Lighting and Signage Plan /1 n IIII IIII IIII I� IIII III IIII III p BLOCK 4--- I II LIGHT 52036 KEKLIK & AILERON LIGHT 52037 STA: 8+32.07, OFF: 18.50'L KEKLIK & AILERON STA: 11+09.16, OFF: 18.50'L III ­ET_T­TTT BLOCK 1 STA. 13+20.09, OFF. 18.50 R / LIGHT 52028 KEKLIK & PILOT STA: 15+71.21, OFF: 10.63'R li III I I LIGHT 52033 BEAKY li Ili � I STA: 10+31.80, OFF:5.76'L I I I II 'III U I I Il I I I I I II LIGHT 52039 ALAMEDA CREEK (SOUTH) STA: 9+13.58, OFF: 28.37'R IIIII II II IIII I I I I U I I I I � LIGHT 52038 I ALAMEDA CREEK (SOUTH) STA: 6+98.70, OFF: 28.90'R I I � I / I I I L------------ I I I I I I I � I I - w w I I I I � w 1 w I I i w I � w II a w I 1 w I a 1 w I I w I w I a 1 w 1 I � w 1 w I � of I� I W 10� 1 a � 1 w Z I "r 1 w I w I Fq I w BECKY DR. I 1 typ I I w I a I w I I � w w I rZ 1 w w I I I � w a I w I I � w w I I 1 w w I I 1 � I w w 1 I I � w w 1 I I � I w w I 1 I � w w 1 I ------� -----------------_- w d I 0 70' 140' Sheet Notes: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACED APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND 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. Lighting Legend: TYPE II CITY OF MERIDIAN STREET LIGHT. 25' SQUARE STEEL POLE WITH BRONZE POLYESTER COATING PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. LUMINARE SHALL BE LED FIXTURE CONFORMING WITH CITY OF MERIDIAN APPROVED FIXTURE LIST. -ij STREETSIGN. SEE KEYNOTE FOR TYPE. Street Light Numbers: 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 52025 STA. 11 +84.52 TYPE II 52034 STA. 7+64.60 TYPE II 52026 STA. 9+83.78 TYPE IF 52035 STA. 6+16.49 TYPE II 52027 STA. 12+70.39 TYPE II 52036 STA. 8+32.07 TYPE II 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 -\ /FBI I �lj. 14 WE LAND =GROUP Signage Keynotes: --� 1 2 FECERL'E0 e PARKIIJG a Z 12" x 18" O y�Hlu_E 2"x6' - 30"x 30" STOP SIGN PER MUTCD R7-1 3 4 PA RIG PN QIG Q FRE WF RiE IME M 2"x ,2" "NO PARKING FIREE LANE" ANE" TYPE A "NO PARKING FIRE RE L LANE" TYPE C PER INTERNATIONAL FIRE CODE 103.6 PER INTERNATIONAL FIRE CODE 103.6 y City of Meridian Standard Notes: Cz CJ STREET LIGHTING Z 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT - VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE n THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. W cc 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS � AND T MIN. FROM WATER METERS. O cc O 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR M a SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING 00 � � FINAL INSPECTION. t= 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR Z QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. LC) a co N co Revisions U ONAL p mot; G\STE/iP0 CfdP F> c� a 11568 04/07/2022 JTgTe OF "I 4 W.xT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Street Lighting and Signage Plan C11 0 $si \ / Horizontal Scale: 1" = 70' BLOCK 1 STA. 13+20.09, OFF. 18.50 R / LIGHT 52028 KEKLIK & PILOT STA: 15+71.21, OFF: 10.63'R li III I I LIGHT 52033 BEAKY li Ili � I STA: 10+31.80, OFF:5.76'L I I I II 'III U I I Il I I I I I II LIGHT 52039 ALAMEDA CREEK (SOUTH) STA: 9+13.58, OFF: 28.37'R IIIII II II IIII I I I I U I I I I � LIGHT 52038 I ALAMEDA CREEK (SOUTH) STA: 6+98.70, OFF: 28.90'R I I � I / I I I L------------ I I I I I I I � I I - w w I I I I � w 1 w I I i w I � w II a w I 1 w I a 1 w I I w I w I a 1 w 1 I � w 1 w I � of I� I W 10� 1 a � 1 w Z I "r 1 w I w I Fq I w BECKY DR. I 1 typ I I w I a I w I I � w w I rZ 1 w w I I I � w a I w I I � w w I I 1 w w I I 1 � I w w 1 I I � w w 1 I I � I w w I 1 I � w w 1 I ------� -----------------_- w d I 0 70' 140' Sheet Notes: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACED APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND 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. Lighting Legend: TYPE II CITY OF MERIDIAN STREET LIGHT. 25' SQUARE STEEL POLE WITH BRONZE POLYESTER COATING PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. LUMINARE SHALL BE LED FIXTURE CONFORMING WITH CITY OF MERIDIAN APPROVED FIXTURE LIST. -ij STREETSIGN. SEE KEYNOTE FOR TYPE. Street Light Numbers: 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 52025 STA. 11 +84.52 TYPE II 52034 STA. 7+64.60 TYPE II 52026 STA. 9+83.78 TYPE IF 52035 STA. 6+16.49 TYPE II 52027 STA. 12+70.39 TYPE II 52036 STA. 8+32.07 TYPE II 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 -\ /FBI I �lj. 14 WE LAND =GROUP Signage Keynotes: --� 1 2 FECERL'E0 e PARKIIJG a Z 12" x 18" O y�Hlu_E 2"x6' - 30"x 30" STOP SIGN PER MUTCD R7-1 3 4 PA RIG PN QIG Q FRE WF RiE IME M 2"x ,2" "NO PARKING FIREE LANE" ANE" TYPE A "NO PARKING FIRE RE L LANE" TYPE C PER INTERNATIONAL FIRE CODE 103.6 PER INTERNATIONAL FIRE CODE 103.6 y City of Meridian Standard Notes: Cz CJ STREET LIGHTING Z 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT - VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE n THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. W cc 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS � AND T MIN. FROM WATER METERS. O cc O 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR M a SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING 00 � � FINAL INSPECTION. t= 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR Z QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. LC) a co N co Revisions U ONAL p mot; G\STE/iP0 CfdP F> c� a 11568 04/07/2022 JTgTe OF "I 4 W.xT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Street Lighting and Signage Plan C11 0 $si \ / Horizontal Scale: 1" = 70' 1 I I I -- Ir I I 1 1 1 II 1 I 1 C4.10 � � I I � I � I im im mk I � _ __ _ 4.11 L-1/W7—R/W IW. YOKE ST. u.i a Y Y Z _on_I"_ __; 1 1 1 Mill _ _ . 1 C4.05 I � 1 LIJ6,�_ _ I � r_ _ _ _ Mill 1 I 1 1 I 1 I 1 1 I a 1 Y _ J �2 w I Z 1 C4.02 1 1 1 i1 1 II 1 1 1 I 1 C4.03 1 I I Roadway Overview i I t I wB'LOCK 2 1 1 1 7R/w7 � x II I 1 W � 1 I� R,7W 1 1 I' I I 1 R/W R/W II I 1 C4.12 1 ,� _ / m _ _ _ _ _ _ _ _ 1 C4.09 1 - R,1 II I W. PILOT CT. I 1 11 1 11 W. BECKY CT. R/ I I I ' I II 1 R,w I it 'I I __�� BLOCK millilim im im 1 1 R/W —J IW. ALTITUDE ST. _6._I_mp BLOCK 4 R/W R 1 W. AILERON ST. 1 R/W R/W 1 BLOCK 1 I I C4.04 I I I I 1 „ � ;r I 1/I 1 Z a �Ir � I � m I 0 1 a c� I z R/W m 1 II I 1 R/W I I II 1 I ml=C4.01---------- W. BECKY DR. 0 70' 140' �% 'i THE LAND FMMGROUP Z _ _ m y y C m r= y !c Q Cc 0 C E � CI)a °° 00 _C a a C�)� C� Revisions Q �sotinl� N, ♦ E o4w ���rs-ERFp Gl� I4i 11568 s04/07/2022 q of `20 "4,11 Project Nc.. 120194 Date of Issuance: 04,07.2022 Project Milestone: PermitSet Roadway Overview Horizontal Scale: 1" = 70' 2540 2538 2536 2534 2532 2530 2528 2526 2524 2522 N A L Roadway Plan and Profile - N Alameda Greek Ave (SouthI 20' 40' Horizontal Scale: 1" = 20' ALAMEDA CREEK (SOUTH): Sta. 5+60 - 9+40 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 0 0 O H Cn N m � N m � cS w rn co � rn m - - m C7w a �N C7 J IXISTING GROUND AT CENTERLINE + W LLU' W ---- 1.68% - - - - - ---- - -------- ---- cars 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 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE f0 N ll0] O O O ICOJ N tT LLJ n l[J l[J N R O M M N N O m 0 W r tD N to O R O R pp M O N o 0 0 M M M M m M m M m M N (h N M N M N M N M N (h N M N M N M N M N M (h t7 N N N N N N N N N N 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 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 Sheet Notes: -� Or' bi 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO r LAND CITYO STANDARDS FOR WORKS CONSTRUCTIONSTANDARDS, GROUP AND ADAIC COUNTY HIGHWAY DISTRICT(ISPWC) ISTR CTI S ANDAR S, NO EXCDEPTIONS = 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 O DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". _ co 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. 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. ca 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. CJ 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. am r 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. V) 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 E � M °° a 00 aM _ C� Revisions z 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ 4 11568 04/07/2022 JTgTe OF "I 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile N. Alameda Creek Ave. (South) C4,01 ,248 Sheet Notes: �� ��.�► I - THE 1. COMPLY WITH ALL NOTES ON SHEET C1.00. �'� �I I LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN N l STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS = GROUP C I ARE PERMITTED WITHOUT PRIOR APPROVAL. I o 0 li o I I 3 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN N AN _ 4 L1 B4 L11 B4 L12 �J B4 L13 B4 L14 B4 L15 B4 L16 B4 L17 i � 6 � + APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE { 2y29 5,o9o-SF \ 5,00101 5,001 Z 5,001 5,001 5,00101 5,001 5,00a-sF \ - i ; r ° \ I ` CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE WE 5.2 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF C4 07 EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE STA: 8+28.33, OFF: 16.50'L I \ I i FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS TBC:2529.49 IIIIII� �703 �� IIIII�I - \ I � � A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. M J m w rn w v rn w M J ao w STA: 7+68.39, OFF: 16.50'L THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR m0 m0 I C'! \ c?O C! a00 �O !, NO •P! c00 =�.51 TBC: 2529.38 DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO N (D N O O M cD Z O M lD M cD O c� cp Qr N m N N- N- �`9 N� �o NCR "'`art �I DIGGING. N. N ii" ii" LL i.i" � � c�u= ii" � ii" � �" v� � STA'7+6 -0 m ov o m o¢ i� CIDo m o m o v o m o i� o m o m o- 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR r \ r a o a6 r o r 9 0 5'2 4"P Y FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED 2531 x o !. !. r. o + o o �i o N / WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS \ + + 1 + } ± N o R2T I /-¢�-T=¢---- ---- "-- �----------- ------ �` " ----- ----�- ----- ----- ! "----------- r------ -----1 "----- - ---- -T / 42 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, I CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO N `~" N `~" N `~" N `~" y �' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT H/WW MATCH PLANS sic m m 1 y4.1 ------------------------------ - -- -� \---------------------nr-------------------------------------------------------------------------------------------------------------------- - 6. FTHELAESTILL SHALL EDITION ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 6.1 BEGIN I I OF THE ISPWC DIVISION 300 AND SD 301 BEDDING AND BACK x W W _b3 W W W W W W W W W W W - W W W W W W W SEE INTERSECTION W- W W V W _ W CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. END 6.1 6.2 B GIN N N ?530 DETAIL 1/C5.52 FOR END 6.2 W 9+00 m m 10+00 \ 11+00 W AILERON ST 12+00 13+00 STA:7+24.89(ALAMEDACREEK) I m 6.3 _ 'Z_ _ MORE INFORMATION - I STA:13+65.20(KEKLIK &AILERON) C� STA:7+2 Pedestrian Surface Construction Notes: m U � pp� sAb SS SS SS SS S m SS T S� SS SS SS - I SS su+ SS 9S SS -_ SS SS SS SS + 6.3 _ - SS ° 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS -77 6.3 " \ SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN 0 0 _ - - �- 6.1 END C3 BEGIN 6.1 6.2 END 3 N N 3 - - _ _ _ �- - - BEGIN 6.2 ' W PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE _ 5.2 I i I NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ------ ---------------------- - -- ---------------------------- - - _ = � --------------------- ------ _ ----- = ------------------------------------ m m m m - - - - -m - - - m m J I / 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE H' N N = N N P�1 Q STA: 7 GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE --- ----- w"-------- `�--- -o-- zu -<2 - /zi zu cd - �_ lw Roadway Keynotes:ILL i: w w2531 0.BF o v 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE - - -25rnIw= + C4.50 N + } + N + �+TBC:6+81. 29, OFF: 6.50'L .iNFORMATION. m ¢mQ m v va 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SO WIDE EF 'BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE CO °j m ~ M j RED/WHITE DIAGONAL DECALS. NO PAINT. \... h 2531 B1 L18 B1 L19 B1 L20 B1 L21 5,722-SF 5,072-SF 5,072-SF 1-SF B1 L22 B1 L23 B1 L24 5,071-SF 5,0701 5,D70-SF ?633 v ?S33 ?g33 �533. v I 2532 v Roadway Plan and Profile - W Aileron St 2538 2536 2534 2532 2530 2528 2526 2524 2522 M M N Horizontal Scale: 1" = 20' KEKLIK (SOUTH) & AILERON: Sta. 8 80 -13+ 0 HORIZONTA VERTICALSCALE: SCALE:1" 1" = 20' ' 8+80 sa e - ---- ------------------------------- 0.50% EXISTING GROUND ELEVATION AT CENTERLINE p h 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL O C4 1 DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". _ 31 L25 2,247-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. _ r STORM INLETS m I 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. 6.61 CURBAND GUTTER 0 20' 40' 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) Cn SD-702. 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. Cz 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. CJ m 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS O N r2 r2 EXISTING GROUND AT CENTERLINE (n N (n N - - - - - - - - - - - - - - - - - -0.56% - - - - - - - - - - - - - - - - - - m C7 - - - - � J W - - - - - - - - m C7 J 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) N pj N O O O O O O O O O O O O O O O O O O M M M M M M M M M M M M O M O M O M O M O M O M O M O M O M O M O M O M O 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 2538 n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. CA cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. •� 2536 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O cc o E 00 � QCz Q 2534 c a co _ c� 2532 Revisions Al 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. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> 4 11568 04/07/2022 JTgTe OF "I 9�ESW.nT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Aileron St h )�---�---- pF�'---� \ 4.1 4.3M1 X I 6+50, OFF: 16.50'L C4 0 5� TBC: 2528.59 N I F- y i¢ ■tea �I I IIIIII�'I LU I I a I I I � ' o I I � I --- I I END 6.2 / I STA: 6+00' (ALTITUDE) aHill. 6.3 STA: 6+00' (KEKLIK & AILERON) ® 1 I BEGIN 6.1 LP/TBC: 2528.35 5.1 STA: 6+00, OFF: 16.50'R 6.1 BEGIN 00 5.2 -- --- 6.3 5.2 7_7 � -- -+- - -- 2533- TAD6�62.50, / 46 OFF'.\650` N // STA:9+53.69, OFF: 16.50'R / 78UF 16.--R // SSp'.g+5p.1A I / I TBC:2530.11 / 2528.66 C4 "*82-8 2a i I U_.60 84La / auo Z / 5,00o-sF / 5, oo sF STA: 6+12.50, OFF: 16.50'R a I �. mmm m 'm TBC:2528.41 // I J STA: 6+00, OFF: 16.50'L yg I a I LP/TBC:2528.34 c'� // ti N I 3 .31 / / I t­ -1IBEGIN rn J rn STA:9+09.16, OFF: 16.50'L 0 0 / TBC: 2529.89 V 1 2527 dHld�� HdId.4 m`r w u�`r ` w---- - 2526 .. + - - - - - - - - m o' STA: 8+96.66, OFF: 16.50'L Q m �STTA:1(8+96.66, OFF: 16.50'R ~ �O w- - - - ~ TBC: 2529.83 N I / TBC: 2529.83 \ M o / / 6.1 END \ STA:8+28.33,OFF:16.50'L \� a /-- ¢------ ---- TBC_2529.49- ---�/ // / / //cv 1 / j2j % ----------------------- 7- -----r ------- - / / N M M M / M M M o' -M M M \ _ N KEKLIK AVE _ 8+00 SS SS I SS SS ~, ss ss SS -SS SSSj \ M o 6.3 \\ N-Z529 BEGIN 6.2 6.1 END 4.4 5.2 ---------- -- ----- --------------- - 1 ILL 0 - - - - - ti , mo o rn I / / / // / // // / �hM C4.50 \ I � / / / //�i/ / / / / / micls 1 m< //ti/Ed L17 i/ 316,903-Sr // \ B1 L15 I 131 L16Lq M 5,475-SF M 5,470-11' I I V ti M w Roadway Plan and Profile - N Keklik Ave (South)0 20' 40' Horizontal Scale: 1" = 20' 2536 2534 2532 2530 2528 2526 x \ \ ? M 410R, ss P A, KEKLIK (SOUTH) & AILERON: Sta. 5 80 - 9+4 HORIZONTA VERTICALSCALE: SCALE: 1" 1 a _ 20' 2, � 5.2 m 0 rn °J tD M O N (p 2529- 131 L14 5,534-SF EXISTING GROUND AT CENTERLINE 0 0 0 w------_-- _- 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 m m m c6 m m ro N N N N N N N N N 2536 2534 2532 2530 2528 N + N aD o= 2526 2524 2522 N m N m N m m O (] O M N M N M N M M 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 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE OD W N M N M tb W (fl N N N N N N N N N N N N N N N N 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: ,111111 OF � �1 j56 too'; THE 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 O 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. CZ 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. CJ 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 INFORMATION. IV) 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 E � M °° a 00 CAM N C Revisions z 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> 4 11568 04/07/2022 JTgTe OF 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile N Keklik Ave (South) BEGIN 6. STA: 6+00, OFF: 16.50'L / TBC:2528.34 5.2 ,- Rq sr'� �2.0% I 2.0 4"PIRR ' , Sheet Notes: t� i�.� 4"PIRR - �S �#*�� a 1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND TBC:2528.50 tTHE 2'W �, y,t I � TOA:2528.50 � STA: 10+79.79, OFF: 16.50'R o Q STA: 10+79.79, OFF: 16.50'L i 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . ], I W / STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN = GROUP STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS 5.2 I LU 5.2 17' ARE PERMITTED WITHOUT PRIOR APPROVAL. LP/TBC:2528.42 I I snV _ LP/TBC:2528.42 STA: 10+95, OFF: 1■6.50'R m STA: 10+95, OFF: 16.50'L / 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN Q ` B3 L46 B3 L47 B3 L48 B3 L49 6� i B3 L50 N APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 5.1 000-SF ti5L° 5,000-SF 5,000-SF 4,955-SF 5s4o-sF B3 L51 CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE Cz _ 5,f52-SF PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF STA: 11+30.33, OFF: 16.50'L i EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE STA: 11 +30.33, OFF: 16.50'R I , FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS TBC: 2528.59 Z I TOA: 2528.59 - _ / I - A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. YJ J THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR j I m `vo 2.0%> rn -,6 m `� o m of '�" DI N� DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO GGING. 2.U% N rn o N^� N cV C j w ci u=U'i U u= �j c'�' B3 L52 m I m o m o m 20 ¢ o m o m m o m o c`L 4. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR F- m ~ w -'- l� O w C ti O F- F- m 0 6,o42-SF I I V FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED + / R27' \ c"+� ^ I �'i v m �_ M m cv WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS a / ¢ + 3p a + + a ------ - �� i' 4 1 a- ¢--------- TM^'---- -- --a- --- ---- �- ��----- - - - - - N Q------------- ¢ ry�yo� 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, 4.1 y ti ti ? tih�0' CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT r � a 5.2 �1 \ ryti� MATCH PLANS. 4.1 I __ ___________-________________ ________- _____________ ___________- _________________ -------------- _ m ^fix 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 6.1 BEGIN W W W_ W W W W W W WI W \ WI W W WI WI W WJ-2 W W W M \Q \ OF THE ISPWC DIVISION SECTIONS AND SD D 3 BEDDING AND BACKFILL SHALL BE � �� o� CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. STA: 6+00'(ALTITUDE) BEGIN 6.1 6.3 6.2 END N STA:: 6LIK&AILERON) - - 7+00 - - - 8+00 - - - W ALTITUDE ST 9+00 - z� - 10+00 \\ Pedestrian Surface Construction Notes: S SS SS -~SS SS a SS SS SS SS SS SS S� SS SS SS SS IS SS s \ 5p \ \ �s�9 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS DETAIL 4/C4.51 FOR STA: 6+93.50' (ALTITUDE) \�- SEE INTERSECTION SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN 6.3 6.2 END 253p ` 4.3 STA: 11 +73.83' (MAGICAL CREEK) 2529 MORE INFORMATION N N 2529 \\ - \ \ - PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE ' \ - - NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ------ ------------------------------------------ --- ----------------------------- ---------------------------------------------------- ------------ w _ S \ 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE R N \ R N R R R R S ` \ GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE \\ \ / dPEDESTRIAN RAMP (2% MAX). o � � o m � m � m � m sax \\ � - �'-- °`-- i Roadway Keynotes: �0 �w--- - ---- ----- --- 35,,------- - o ----- ----- ------ ---- - - ------ ------ ---- ----- Q y o 0 0 LL o �2530 N o o / \ \�\ \\ 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE �n m _ o - _ o o v \ \ \ INFORMATION. / TBC: 2528.69 co " coo h u�i 2 - o h h m o o•� ry h LL \ eio WN mc'i �''�' `fu'' oiN e'n aN N �'� ofN 'n �� ^• \ \ 1 STA: 6+68.33, OFF: 16.50'L N N m a6 m co � O ai N m ai N �+ �i 6 i �, m m o, sn \ \ + + ,Nn + N �' „N, + C4.50 N + N + ,Nn + N '2• / + ry0•N� \\ GG 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. \9V16 \ BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE m F- m F- m F- ~ ~ m F- ~ ~ d F- m F- ~ ~ m F- V \ \ \ cc Y �' �'� m m m c" x m m �' m ��tiQ' 9 S\F, \ \ 0635 \ 1 RED/WHITE DIAGONAL DECALS. NO PAINT. G$��� �� \• � � \\ 1 1( 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE I / P STA: 11 +00' (ALTITUDE) $ I THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL O On On On On On m / STA: 9+06.09' (ALAMEDA CREEK) DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN / ' THE FUTURE". _ C I $' B4 LB 64 L7 64 Lfi B4 L5 B4 L4 B4 L3 B4 L2 B4 L1 i 6.2 BEGIN �I ACHD EASEMENT \� 5,000-SF 5,0oo-SF 5,000-sF \ \ 5,0oo-SF 5,000-SF 5,000-s,- 5,000-SF 4,958-SF n 1( BEGIN 6.2 4. PEDESTRIAN RAMPS AND DRIVEWAYS CA I� STA: 8+91.89, OFF: 16.50'L 6 3 STA: 8+9 4.1. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC (ACHD SUPPLEMENT) SD-712A. _ I 7 \ a LP/TBC: 2528.53 4.2. INSTALL PEDESTRIAN RAMP TYPE "G" PER ISPWC (ACHD SUPPLEMENT) SD-712G. I I I I 5.2 6.1 END 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC (ACHD SUPPLEMENT) SD-712H. I I 5.2 I 4.4. INSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. _ N I N N I END 6.1 I 5. STORM INLETS 64 Ls a -2530 I IN 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. I 6,328-SF m N 1 I5,78o- F I C4.01 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT) SD-709. 6. CURB AND GUTTER � Roadway Plan and Profile - W Altitude St 2534 2532 2530 2528 2526 2524 2522 Horizontal Scale: 1" = 20' 0 20' 40' 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. Cz 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. CJ m 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 INFORMATION. IV) 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 E � M °° a 00 a c co _ c� ALTITUDE: Sta. m Q N m m C7 N J W N V +� PROPOSED GRADE AT CENTERLINE GB STA: 6+00 m N J EL: 2528.41 - - - - 0.50% ---- ---- ----- - - - - - - - - 0.50% c N STA: 6+00' STA: 6+00' (ALTITUDE) (KEKLIK &AILERON) STA: 6+93.50' (ALTITUDE) STA: 11 +73.83' (MAGICAL CREEK) EXISTING GROUND AT CENTERLINE PT: EL: 11+14.21 2528.59 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 o N Q O� ap o N N O� ap of N N m ap of N N n m ap of N N pp m ap of N N T m ap of N N 6O m 6 of N N 6 m 6 of N N 6 m � of N N M m 6 of N N e m 6 of N N 6 m 6 of N N 6 m � of N N n m 6 of N N 6 m 6 of N N m m 6 of N N m 6 of N N 6 m 6 of N N M T � ai N N N O � of N N O � of N N O O � o N N c5 � o N N m � o N N N � o N N O M � o N N 5+80 -11 +20 HORIZONTA VERTICAL SCALE: SCALE:1" 1" _ 20' ' 2534 2532 2530 2528 2526 2524 2522 1. ��SZONAL ErY mot; G\STE/iPp Cfd^ 4 11568 04/07/2022 JTgTe o OF �OP� 9�ES W. aT" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: PennO Set Roadway Plan &Profile W Altitude St 11 3 a 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,Dao-SF ' I I it I I \ I I I \ 1 C4 07 STA:6+89.80, OFF: 16.50'L MI.l TBC:2529.50 y 1�2.0% IIR■■ ■■■* �a I ■ ON W SS„b m \\ 33 L31 5,Da0-SF I o ?s4 BEGIN 6.2 ?� t�6.3, D STA:R+AQ cn ). 5,0001 5,a00-SF i I 's STA; ;, I ay TBC: 252g269 OFF >fi.5 O'IL 6+89.80, OFP A TBC: 2S29 OR I ■■ 50■■■■■■■■� II■II■II■II■II■II■II■II■III■II■II■ I � a i25�9 I I B3 L44 B3 L46 L 5,001 5,000-SF SEE INTERSECTION i SS b / DETAIL 4/C4.51 FOR SEE INTERSECTION MORE INFORMATION ICJ VJ OJ/NJ cc; Ir DETAIL 3/C4.51 FOR o o o � o STA, MORE INFORMATION `r � `r +37 OFF N LL N N , , N , , I TBC: P529 U FF.. 16,50'L 16+43.50 0. Q W d Q `L i u o o .0 / o o m o �1h 1 I SIA:6+39.61J,UFF:I6./61 '�`--�' SIA:6+39.8U,UFF:16./6'H `ti�6w J�_ap?7>x SIA:/+33.'L9,UFF:1b./b'L IF 6,j BEGIN TBC: 2529.07- DEND 6.1 k TBC: 2529.091d.'oQ F� HIJI -_ Idl1ld..b o+ 6? ?' I tTBC: 2528.97 '89,��0'C�--�1'�/ \\ \�-� 3-�--- 63 L45 0+0+ p l 8`s9 pJ'l01 Ma 41 4.1 U U 5.2 / 5.2 9?� -------- �d I \M e� ------ - --------------------------- ---- ---- ------ ------------ -- - 4.1 M 51 M ( ) M M M M M- o M M O MSTA: 6+93. 0'(ALTITUDE)I y STA: 9+26.83' MAGICAL CREEK I LJJ 0 9+00 STA:6+00'(BECKY) U-10+00 N MAGICAL CREEK AVE _N )211+00 STA: 11 +73.83' (MAGICAL GREEK) L a SS 0 SS SS S SS SS SS S v 1& SS SS SS SS S / S SS SS SS SS ~ � I / 5.1 2529 / 2529 0 0 OS OS OS 4.1 6.4 4.1 h 6.4 / I Q h °9i 3 /S`• ------------- -- -- --- - ------------------- - N / 5.2 r" 5.2 m / -M/a R�45 U �' 2 \ 4.1 4.5' Cr LL r LL / � LL LL - p `` 4.1 0 0 / '� o o _ 1 - / S! N W T q, xn�0 -\ i o / n m c i v o N M c M / ^ OD j t o o �0�'�`,�'`� STA: 6+50, OFF: 16.50'L O) N Oc M O ITV �O N� �P' ," ro M m ai ao of v o m N ^ rn TBC: 2528.51 2526 ao rn ^ N N N N 4NS + + / N + + 2527 J - p mom- `'0 m a � a� I w 252--"- ---gym/ �m =� �m �m ----- �� /`�' �h`L Sc ■ IIIIIIII ■ ■ ■ ■ ■ ■ oil in N ■ 1 I a v/ -- LP/TBC: 2528.35 I / N STA: 6+00, OFF: 16.50'R � 1 Roadway Plan and Profile - N Magical Creek Ave (South) 20' 4°' 2536 2534 2532 2530 2528 2526 2524 2522 ^ N Horizontal Scale: 1" = 20' 60 - 1 M aD � N O W m m QWNMl OAGICAL fN 0 REEK: Sta.IN EON+ _2 _+N Li N N N N -N - -- N N Q~m w 9+26.83'(MAGICAL CREEK) ROPOSED GRADE AT CENTERLINE 0.65% STA: 6+00'(BECKY) -0.50% 0.50% 0.50% - - - - STA: 6+93.50' (ALTITUDE) STA: 11+73.83'(MAGICAL CREEK) EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING PROORM OUTLET CROSSING EXISTING GROUND ELEVTION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE � (2 M CD N WNN rnN O co O O O O � � � � � O oCh 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 ,111111 OF CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Pedestrian Surface Construction Notes: too'; THE / LAND =GROUP CZ CJ 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 112 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 O 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. INSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. _ 5. STORM INLETS 51. 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 � INFORMATION. 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER � MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL.IIIIIIIIIIIIIIIIIIM O cc � o � � M °° a 00 M � Revisions 1. SZONAL ErY mot; G\STERPp F> 4 11568 oa/o7/2022 o JTgTe OF �OP� 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile N Magical Creek Ave (South) I I SSb I I 3, OFF: 16.50'L 31 I I I ■ I I I OFF: 16.501 I I I I OFF: 16.501 OFF: 16.501 B3 121 ss I 5,001 I C)CL I i I STA: 11+84.03, OFF: 16.50'R. HP/TBC:2528.31 \ S7q / r+80.33, OFF 16 \ TBC. ?52, 2 C4 08 I rN1 I•imimim■ \\ Bi Cn C SS.. 5,001 I I \ I \ BEGIN 6.2 I ?S28 \ _ I 16.50'R \ I 6.3 SIN. 03, 8C..2528.06 \\ 1 STA: 11+30.33, OFF: 16.76'R tiA\ 1 \ END 6.1 T : 2527.98j1p 0- I 4.1 I -MGM M M� I s+oo cc SS a SS I i 77 STA: 6+00' (MAGICAL CREEK) STA: 10+90.53 (KEKLIK / PILOT) I � V I 4.1 I 3, OFF: 16.50'L I SEE INTERSECTION DETAIL 2/C4.51 FOR MORE INFORMATION ■ � I III■ _ III■ I x C .10 I I I I 6.2 END 3, OFF: 16.50'L �< 6.3 d,b 6.1 BEGIN Roadwa Horizontal Scale: 1" = 20' 2536 2534 2532 2530 2528 2526 2524 2522 2520 N N N 2527 rnor a _ ��2 N U LL LL �, w i B3 L32 . I I 5,00066Ecc � I a I \ I \ I A 1 ii STA: 6+89.80, OFF: 16.501 TBC:2529.50 /\ 1 � I I\ I B3 L31 I \ SS.,b 5,0001 , I I 2s EE ?s ? 'd N �p STA: 6+43.50, OFF: 16 6.50E ] aald,b J��9301 LJ OS�OS--- OS� i-FS---�/ 4.1 ---------- --- --------------------Of - ------ --- -- -- 5.2 M -M 5.2 \ M -M 4.1 M 1 M M M M 1-----M M i \ mob% M of 51 x 7+00 N_MAGICAL CREEK AVE 8+00 _ A j 9+00 SS fSS SSE -SS SS SS SS SS - 252 SS Sf �OS OS N OS OS - �x N , 51 8_ ..,2528 I M/a M/a ' M/ 4S' - M/a / 0,r 7-- --_2527 r 1 STA: 10+47.03, OFF: 16.50'R I TBC: 2527.61=2526 I ----- - z�n 1 STA: 10+37.03, OFF: 16.50'R 2527 - - - - - - - - - I I TBC: 2527.57 - - - - � T - - - 4- Elm w ■; im IN IN ■ /ti-ti1 020_2 d w U G I / w Q I / I / / m � z I / \ I / ' I / I 5.2 / STAI9+95.33, OFF: 16.50'R TBC:2527.34 I Plan and Profile - N Magical Creek Ave (North) L q2� R -N+ NO Q - - - - - M/a ----',ter--� o o � M M 1 ---2527-- Nro N / N+ 1.50 i i i i a i c � i 0 20' 40' 2536 2534 2532 2530 2528 2526 2524 2522 2520 O 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 REEK: Sta. 5+80 - 8+80 L SCALE: 1" = 20' EVERTICAL CALE: 1" = 2' + ��o Q N M H � V (n N + OR V (7 W Q N m� 0w PROPOSED GRADE AT CENTERLINE STA: 6+00' (MAGICAL CREEK) STA: 10+90.53 (KEKLIK /PILOT) 0.65% -1.00% 7 -4 - ------ ------ - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING GROUND ELEVATION EXISTING GROUND ELEVATION PROPOSED AT CENTERLINE AT CENTERLINE M V fD ^ W m O N N M M M V (O fD N N r fD N N N N r fD N N N N r fD N N N N fD N N N N r fD N N N fD N N N N N N N N pp N N ^ N N N N W N N N N N N c6 N N N N c6 N N N N W N N N N c6 r N N 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: 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. iF- �S_ �#j-� r � WE LAND GROUP 0 y y y c n CO3 _cc CL O 1✓ � 0 E � M a °° 00 _C aM C Revisions 1Q 1. ��SZONAL Erb mot; ��G\ST0 Cfd^ F> 4 11568 04/07/2022 JTgTe OF 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile N Magical Creek Ave (North) ALNTI.Jr Roa Horizontal Scale: 1" = 20' 2536 2534 2532 2530 2528 2526 2524 O of N Plan and Profile - W Becky Ct II 0 20' 40' N N O O N + M C m V (p M R H i1NJ O W Q N + M V J N l D + O (n N Q N C7 W O O Ol OO J F- LL� Q N C'3 W M N O C6 (n N W C7 W y N CD W m J PROPOSED GRADE AT CENTERLINE 0.00% 0.50% 0.50% 0.63% ------------- ------------ ------------- --------------- 7 ------------ STA: 9+26.83' (MAGICAL CREEK) PE 8 529.87 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 M M M M M M M M M M M M N V I� O O M O M Q N� N ZZ N� N O CM CM Q CM M M N CM � V O V O V O � O M O C` CR 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 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N BECKY: Sta. 5+80 - 10+20 HORIZONTAL SCALE: 1" - 20' VERTICAL SCALE: 1" 2536 2534 2532 2530 2528 2526 2524 STANDARDS FOR WORKS CONSTRUTION , CITY F 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 LAND GROUP Sheet Notes: BECKY: Sta. 5+80 - 10+20 HORIZONTAL SCALE: 1" - 20' VERTICAL SCALE: 1" 2536 2534 2532 2530 2528 2526 2524 STANDARDS FOR WORKS CONSTRUTION , CITY F 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 LAND GROUP Sheet Notes: 2536 2534 2532 2530 2528 2526 2524 STANDARDS FOR WORKS CONSTRUTION , CITY F 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 LAND GROUP Sheet Notes: �� ���%-�.�► =- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO 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 112 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 O DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". IIIIIIIIIIIIIIIIIII■ 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. 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 cCJ c � o � t M °° a 00 IIIIII� � � M - cN C) G Revisions 1. SZONAL EA, mot; G\STp Cfd^ F> a 11568 oa/o7/2022 JTgTe OF �OP�o 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile W Becky Ct C4,07 TBC: 2526.83 I I STA: 9+00, OFF: 16.50'R I I 8' I ACHD EASEMENT 81 L7 5,494-SF I / � I B3 L13 \ \ B3 L14 Q I I \ 5,000-SF �526 5,000-SF tl + I _J I N W I N N N N N 1 1 W \\ `70�C6 : �iroi I Z I y 1 Nhi N(Li N(Li ryh � \ I C N- \�o \ + T + + I ti a a 1 _ 5.2 , / I I i I B3 L15 5,000-SF / / / / / / / CDJ 6J / Q? in O o > Zy21 pF • � � - ----- ---- ------------------------------- / 4.1 STA: 6+00' MAGICAL CREEK BEGIN 6.1 6.2 ENS W W W STA: 10+90.53 (KEKLIK /PILOT) \ 10+00 6.3 - - 11 +00 / 81 La \ BEGIN 6.2 u S SS S S SS SS x S SS / 6,555-SF-SF \ \ N 6.3 6.1 END SEE INTERSECTION DETAIL 2/C4.51 FOR END N \\ \ MORE INFORMATION 3 ____ ti / \ \ ________ 5.2 _________ --- I W 2 R 4.1 _LLA 4"PIRR 4"PI-'^'-i � N� MM \ 01 �� '� C6 1 'c I mU/�Q NO \\ N + I nor, N + W Wr �� 5.1 Cl 5.2 Iq N / I o Q i xs 2534 2532 2530 2528 2526 2524 2522 2520 M x 2> C1 I I I 0 V I I I � I 81 L9 \ 2� I cn 37,754-SF Roadwav Plan and Profile - W Pilot Ct (West) Horizontal Scale: 1" = 20' W PILOT CT S - B3 L1fi 5,000-SF B3 L17 , 5,000-SF iM O aoU� W Ncci O O! N� w 2528 N mo w�Po v a0 x U ui , 3 W �0 12+00 N � 3 N W W W o w o o a / �'.......M O W OEM MO � M I�rno� "„ aow �� 2528-oM---------- �� B3 L39 / B3 119 \ B3 L28 _ 5,800-SF 5,000-SF \ , 5Q00-SF I / \ 0 20' 40' KEKLIK (NORTH) & PILOT: M M O R + Q M N Q N m (.7 W m U' J W 0.50% 0.50% 0.54% --- --------- ---------- STA: STA: 10+90.53 6+(0' (MAGICAL CREEK) (KEKLIK/PILOT) PROPOSED GRADE AT CENTERLINE ---- ---------- ---- --�- -��--- PT:9+95.33 - -- ---- ---------- EL:2527.41 -- ------ - o^ N J W U CL EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE W I6 O W O O N N M M M V V In M O M M O � Cn ifl O M M N M M Cn N Cn Cn O O lD N N N N 0 lD N N N N r lD N N N N r O N N N N I� lD N N N N � O N N N N I� (fl N N N N r lD N N N N � lD N N N N � lD N N N N � (fl N N N N � (fl N N N N � lD N N N N � lD N N N N � M N N N N � M N N N N O lD N N N N 0 lD N N N N 0 M N N N N Sta. 8+80 -12+60 HORIZONTAL VERTICAL SCALE- SCALE:1" 1" _ 20' ' 2534 2532 2530 2528 2526 2524 2522 2520 N 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 112 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-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 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. Sc � / LAND =GROUPca ccc CID c Z 0 y y n y _ O � 0 � M a °° 00 M 1 Revisions Al 1. ��SZONAL ErY mot; G\STp Cfd^ F> 4 11568 oa/o7/2022 JTgTe OF �OP�o 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile W Pilot Ct (West) 2534 2532 2530 2528 2526 2524 2522 2520 tD N --2528-- --� 2528 ^ Roadway Plan and Profile - W Pilot Ct (East) Horizontal Scale: 1" = 20' KEKLIK (NORTH) & PILCIT: Sta. 12+20 - 15+80 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' N R M V cm ON + O J W CD C7 PROPOSED GRADE AT CENTERLINE m c� W 0.57% PC:13+72.96 PT:13+78.55 EXISTING GROUND AT CENTERLINE EL:2527.43 EL:2527.40 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE rn tD N N N N rn O O lD N N N N m O O lD N N N N rn rn O O r O lD lD N N N N N N N N rn O tD N N N N rn rn rn R O M O tD lD lD N N N N N N N N N N N N rn N m lD N N N N rn cR N N N N rn O O r N N N N O N N N N rn N O� fD N N N N o R m fD N N N N tT r fD N N N N tp fD N N O fD N N I'I ' 2527- ' I 0 20' 40' 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: 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. -� OFIi �S_ �#j-� rc WE LAND =GROUP O y y y c CL n CO3 _cc O cc 0 a CJ E � � M °° 00 aM C) Revisions 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> 4 11568 04/07/2022 JTgTe OF \0P 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Pilot Ct (East) 2534 2532 2530 2528 2526 2524 2522 2520 2518 N <0�6 12 16.50� _ / <D�>>1 r 16.50' 4.1 I � e NJ IIT� 13.50 OFF16,5o 8 0 TBC. 2p2 ACHD EASEMENT �� STA: 10+47.03, OFF: 16.501 STA: 10+47.03, / TBC: 2527.62 \` 62L2 � SS'��b'i i � �'B3uu 1 � BBB SEE INTERSECTION DETAIL 2/C4.51 FOR 5,Da0-sF SS 5,aoo F 5,ao i STA: 10+37.03_ C411 / cam, MORE INFORMATION � C .0 71,/I �' BEGIN 6.2 Im 1,7m =\mmm m r 6.2 BEGIN 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 TBC:2525.62 TBC:2525.62 TBC 2527.45 6.3 1 I Hold b al11..' / - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - 0 6.1 END / -STq: 3 6.1 BEGIN �� I ------------ \� 5.1 END 6.1 5.1------------- z / TBC;252�5.330fF.rl 5.2 g m 5.2 / N LL _ a2 i s- - - _ STA: 6+43.50, OFF: 1650'L STA: 6+43.50, OFF: 16.50'R A - - - - BS L1z _ _650( o STA: 9+95.33, mo I �> > I--- W I/ -- - 0 2523 Bs116c96­TBC: 2525.41 TBC: 2525.42 yq°y6� _ 2524 a26-sF - 2524- - o x i t 'L 6• ----- p 3 +-2524- 6p -� I \ G 2525 - - - _ _ / \ 2525 / n o 10 `'S6'Or� - i / �00�F -_ a / �- --- / / END 2526- - - SS -_2525---------- �6s -- i 4.1 - �x°�----2526--- ------�--------------------' 1 / 6.3 --- a a 4.1 5.2 a 9 e 7 5.2 ?� ------------------- --_ --- ------- ---------------------- BEGIN 6.2 6 5� B M M o M M M M M m STA: 7+23.50 M M M/ M M M M M M/ 6.1 BEGIN m nn (KEKLIK) I o �"' 966 6+00 v ` I 7+00 STA: (YOKE) I B+oo N KEKLIK AVE " I 9+00 z52� 55 / .1 Ss SS SSSS N I SS SS_, SS SS SS END o 5 206.2 DETAIL 1/C4.51 FOR 41 N MORE INFORMATION SS / ss // I / 7 5.2 5.2 5.2 / c -- 2 / i 0 0 ---------- ww °C------ -OC- ---OC - ----„' ,awm m m ,awm m u-, u� u� u-, 21 LE s w 2527 ENO MO O NO �n� -O 00 COO -0 m MO N } m¢ N S6+ �o 0 0 o M o � o C4 50 o N O N u7 N CO N O N N N u7 N tD N O N u7 p N O Q U N (n Y 131 LS c \ y5aA/ \ 6,555-SF 1 \\�2527-- 252� 137 L7 / B1 L2 B1 L3 r'�r I B1 L4 B1 L5 I B1 L6 B1 L7 \ 5,507-SF / / 5,4 SF 5,487-11 5,481-SF 5,476-SF I 5,471-SF 5,494-SF / � I IF cc� I Roadway Plan and Profile - N Keklik Ave (North) 20' 40' Horizontal Scale: 1" = 20' O NO'NnKE-K0-L.6I2KNNNM RLL�NON'NnJT - H - & PP_IRLQNMO" PTNM'N-n: Sta. 5-+ONM80V'Nn -- 1-0 +_4� rNM ONMHMC+ c\! ODSED GRA DE AT � CENTE-RLI-NE - 0N.54 Naa+ N�PT: M^N 9 +95.33 7 - EL: 2527.41 0.9% STA 7+23.50' (KEKLIK) STA: 6+00'(YOKE) EXISTING GROUND AT CENTERLINE Li PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING OSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVTION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE O M T O N O WO O M O O O N� �N ON� N N N N N N N N N N N N N N N N N N N N N N N 0 HORIZONTAL SCALE: 120' VERTICAL SCALE: 1" ' 2534 2532 2530 2528 2526 2524 2522 2520 STANDARDS FOR WORKS CONSTRUION , 2518 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 LAND GROUP Sheet Notes: �� ��.�► -- ��%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS, AND ADAICOUNTY HIGHWAY D STR CTI STANDARDS NO EXOEPTIONS 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 ANYANDALL 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: CIO 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS 0 HORIZONTAL SCALE: 120' VERTICAL SCALE: 1" ' 2534 2532 2530 2528 2526 2524 2522 2520 STANDARDS FOR WORKS CONSTRUION , 2518 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 LAND GROUP Sheet Notes: �� ��.�► -- ��%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS, AND ADAICOUNTY HIGHWAY D STR CTI STANDARDS NO EXOEPTIONS 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 ANYANDALL 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: CIO 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS 2534 2532 2530 2528 2526 2524 2522 2520 STANDARDS FOR WORKS CONSTRUION , 2518 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 LAND GROUP Sheet Notes: �� ��.�► -- ��%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS, AND ADAICOUNTY HIGHWAY D STR CTI STANDARDS NO EXOEPTIONS 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 ANYANDALL 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: CIO 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 112 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 O 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. INSTALL 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. 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. CCJ c � o � t M °° a 00 M � Revisions 1. ��SZONAL Erb mot; ��G\STE/iPp Cfd^ F> 4 11568 oa/o7/2022 JT"9TE OF �OP�o 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan &Profile N Keklik Ave (North) / 1 4"rltSYf- I I X - 2.00,10 I 2.0% I �I I 1 "W I I' 62u I Be L2 I I I I I.Os 5,000-s1 I �C4.10 - - - m" SEE INTERSECTION DETAIL 1/C4.51 FOR I I J MORE INFORMATION U ILLC) U0 H� � HU R + ---- , M � - ----- W 4.1 W WSW W W W Q END 6.1 6.2 BEGIN I I Y 6+00 3 -I 7+00 R J sAn SS SS END 6.1 SS 6.3 SS SS SS STA: 7+23.50' (KEKLIK) I 6.2 BEGIN Li STA: 6+00(YOKE) I 2532 2530 2528 2526 2524 2522 2520 2518 CV N N B2 L3 62 L4 5,0008E SF N -- N -- 1 m 0 m O � o �Lp J 1 _ +-2527 - - - - - - - - - - C- ~ - - - - - TTI R -------� - ----------------------- ---------- W W W 0 W S I SS SS 8+00 SS Sc m ■■■ : ■■■■■■■■I. 10 o�N ---------------- o h LL LL �\ 2527 O ED- �M �� N N� N+ �+ C4.50 �+ N+ f 5.2 I 5.2 pia ii¢ m? X � \ mmmm C4.1 I I 63 Lyi 63 L10 I I -� 5 000SF I uNS � I N I I N N N I �, I II I I I I I Roadway Plan and Profile - W Yoke St (West Horizontal Scale: 1" = 20' 1� / \Sa B2 L5 \ 5,0001 NoNIn I__T7 +----- ",a M <n rn o \ N v N 5.2 N v v ---- -- --------- ------- --------------- ------ W W W W __- W YOKE ST_ 9+00 S -M SS SS S su 2526 W_L_\W W SS h ss Ss s SO-SO -- �c ---- T___`_ `6 - - - - - - - - - ---- ----- � G N� Oh W mM N� NV Q NMi [fVi .Q� [1Vi .Q 1� 2526 - - 1® 1� \ 5 �aF N m � h ---------------------- WW_9__ W oN -414E 00 TS SS7 Di--- 6.2 M RW- I I J 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 E CALE: 1" = 2' +C0 O mm N In O u� (n (7 N W C7w t~/JN m �w PROPOSED GRADE AT CENTERLINE STA: 7+23.50' (KEKLIK) STA: 6+00' (YOKE) 1.00% -0.50% 1.00% EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE CVLLN'J N� NLLN'J N nN� N N N N N lNlJ N OO lNlJ N OO LNtd N O NN M N NN M N MN M N M N M 4O N N N M N N M MN N O N N O� M M N N O N N N Or O 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"40 r� / LAND =Cut 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 O DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". co 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. ca 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. CJ m 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. ii 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. am n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. V) 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� EIIIIIIIIIIIIIIIIN � M � °° a 00 aM C Revisions AS 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> a 11568 04/07/2022 JTgTe OF "I 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Yoke St (West) C4ml I \ GIRD GIflR \ /I co \ r 6 o ------ m 0 H --- O �2 ------0 an -- I I I I 12"GIRR 12"GIRR rt� I I 4"PIRR = 12"GIRR 4"PIRR I \ \ 12"GIRR 2 \ O 8G N \ U J � o 0 19 ------------------------ --------------------- - - - - - - - - - - - - - - - - - - W W W W W W -- - n, 4.3 W W W W W W -END 6.2 6.1 BEGR 1� \ 10+00 W YOKE ST 11+00, 6.3 \ S SS $ - SS SS SS -SS SS S uN \ - 63 \ SD SD N SD SD u o D SD TN- SD SD SD END 6.2 6.1 BEGIN 4.1 \ END 6.1 1 r I r 7 7 1 3 n se NNIN 1 12"GIRR w•- \ 12"GIRR t / 0.82, OFF. 16.45L i7- _ �.N - - STA:13+24.73, - fi34 P R OFF: 16.45'RIRR TBC: BF� END 6.2 I I `• \ 2527.53 I � 6.1 END I � I I o ' 2 W m �� 63 �I� __ I 4,594 I OFF. 16.50I 'L W I 'lab i2 I Q st W 3 srq: r2 I \ \ W i x8SS1 I \ C3 i I _ TB� 2Sss0H I Q - _UJ_ ►- 2j23 I I I � I S$ I N I I 9F I Q 3 I I 2527 --aser I 5,0065E ' � Z I 16.50'R 1+37.05, OFF'. � I STA: 2 TBCt 2526.80 / GFN I / a 9y3s � n � l TB°.2Sss°R 4.4� N4xpp ------------ LL o o 0 0 0 \ ----- - - - -- _ O - - - N O O lq LIS lq \ lIJ \ N 4 L[NJ O N + \ 2526 ^ Roadway Plan and Profile - W Yoke St (East) Horizontal Scale: 1" = 20' 2532 2530 2528 2526 2524 2522 2520 B3 L3 5,3781 I 4.4 / � I � I J 9 / .j X. I I p "GIRR I 12"GIRR Q9 \ \ \ \ \ 0 20' 40' YOKE & ALAMEDA CREEK (NORTH): Sta. 9+80 -' 13+60 20' HORIZONTAL SCALE:1" VERTICALSCALE: 1" _ r` m U' J W ou, m 7 (n N PROP OSED GRADE ATCENTERLINE _ ---- 0.50% O r + N J H EXISTING GROUND AT CENTERLINE N � J U W d PROPOSED 12-IN IRRIGATION DRAIN CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE I r O vi Sri N N m O (D vi v N N m O In ui v N N m m R ui v N N m M rri v N N R m rri v N N (D N rri irS N N M 4'J W rri iri N N N 6 iri co N N O cD co N N (D M co m N N R In cc; �o N N N O r cc; co N N O O O cc; N N O N N N m N N m V R N N lD (D N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 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: -� OFIi �S_ ///e►� rc / 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 NFORMATION. 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 O DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". IIIIIIIIIIIIIIIIIII■ co 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. Cz 6.4. INSTALL VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708. CJ m 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. am n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE NFORMATION. V) cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER RECOMMENDATIONS OR APPROVED EQUAL. OMANUFACTURER Cc � M °° a 00 a c M - cN c G Revisions z 1. ��SZONAL ErY mot; GISTERPp Cfd^ F> 4 11568 04/07/2022 JTgTe OF \0P 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile W Yoke St (East) C4,12 I Mass Gradina Plan Horizontal Scale: 1" = 70' PROPERTY LINE vvAL 0.85 0.96 W W 0.66 0.39 0.27 R/W 0.19 R 0.23 0.23 T�u 0.99 0.96 0.91 0.66 0.54 0.36 �I` 0.25 1.50 - - 1.62 0.92 1.27 1.27 1.30 0.93 0.82 0.64 0.26 0.10 1.94 1.15 L401.69 1.67 1.28 1.12 0.92 0.53 0.08 R/W 0.70 0.31 0.04 v 0.32 0.59 0.22 0.13 0.19 0.33 0.52 5' 15' 10% GRADING 1.5% GRADING 5' SIDEWALK RIGHT-OF-WAY 23.5' 81 11 LANDSCAPE CENTERLINE TO BACK OF CURB BUFFER CENTERLINE ROADWAY I 0.13 0.15 10.45 6.47 I I � 0.19 0.33 t �' 0.76 3.39 � I I 0.02 1.05 I 1.67 0.13 � � I 0.64 1.09 2.02 ' I 0.27 0.49 / I 4.15 I ' 0.04 0.60 I 12.03 I \ \ 2.51 1/ 0.51 11.45 I 1.09 / 0.11 7.73 0.70 1.38 3.99 I 1 ' 0.15 5.18 � I J 0.45 8.99 I 0.91 12.85 ' I / 0.15 12.21 I 0.65 8.18 I I 0.05 4.14' I I I 4.15 ' I 8.81 13.00 0.68 I I 6.44 I I 1.15 I / I I I I I I I I I I RIGHT-OF-WAY 23.5' 11 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 ■ CUT AREAS BETWEEN 0.5 AND 1.5 FT ❑ 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 W% OF -4 I� � LAND GROUP Z O CO) _ y y Cz v Z _ � J a W cc O cc 0 IIIIIIIIIIIIIIIIIIIE a Q M °° 00 _� �� Revisions 1, 411 EN �04 GIST ERF0 Cfd Fr 4 11568 04/07/2022 JTgTf OF 4 W.G Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Mass Grading Plan se- $s Typical Lot Grading Section Scale: NITS cc ACHD EASEMENT WIDTH VARIES* 1 23.5' 2' BACK OF WALKWAY 5' 7' 16.5' 1.75%-0.25% 2% III, III—Ii i it l l III —III III —I III III —III —III- - =i —1=1 I I i I _i- 5-IN THICK CONRETE I1 1 SIDEWALK PER ISPWC (ACHD SUPPLEMENT) SD-709 CURB AND GUTTER PER PLANS Local Road with Detached Sidewalk - Typical Section Scale: NTS ACHD EASEMENT WIDTH VARIES* 1' 2' BACK OF WALKWAY 5' 7' 1.75%±0.25 o 5-IN THICK CONRETE J SIDEWALK PER ISPWC (ACHD SUPPLEMENT) SD-709 CURB AND GUTTER PER PLANS 23 5' Local Road with Attached Sidewalk - Typical Section Scale: NTS 12-IN OF 6" MINI AC COMPAC t L-t, QUIJUI I,LJL J U 47' R.O.W. ACHD EASEMENT WIDTH VARIES* 23.5' o e1 — 16.5' 7' 5' 2' BACK OF WALKWAY 2% 1.75%, 0.25% I irlll=III=III=III=III=III: —III—III—I l—1 l—1 l— 2.5-IN ASPHALT CONCRETE 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 12-IN OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED SUBGRADE J U 47' R.O.W. 16.5' 16.5' 2% 2% 2.5-IN ASPHALT CONCRETE 4-IN OF 3/4' MINUS CRUSHED AGGREGATE BASE, TYPE 1 — 12-IN OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED SUBGRADE J U 00 M I —III —III —I I I- 1�=1 - I —III —III —III —III —III- I lllii�llllllllll�llll-i"= 5-IN THICK CONRETE SIDEWALK PER ISPWC (ACHD SUPPLEMENT) SD-709 CURB AND GUTTER PER PLANS * SEE PLANS FOR VARYING SIDEWALK WIDTHS AND LOCATIONS WITHIN LANDSCAPE BUFFER ACHD EASEMENT WIDTH VARIES* — 7' 3' 2' BACK OF WALKWAY 1.75 �0.25% I I III=1 I I III=1=, I I I I I I I I I l l I I� IIIIII=III—Ill i i Iliiillll�lllllillll= 5-IN THICK CONRETE SIDEWALK PER ISPWC (ACHD SUPPLEMENT) SD-709 CURB AND GUTTER PER PLANS I,LT CONCRETE IINUS CRUSHED AGGREGATE BASE, TYPE 1 * SEE PLANS FOR VARYING SIDEWALK WIDTHS AND LOCATIONS WITHIN LANDSCAPE BUFFER tl% OF —M 0& TH E LAND =GROUP O _ y _ m y y Cz v Z � _ y cc Cm Cc 0 CJ � a� CID,a CD 00 Cz _ Cz a c a co� � � Revisions Q 1. ��SZONAL ErY mot; GISTERP0 Cfd^ c� 4 11568 04/07/2022 JTgTe OF 4 W. Project No.: 120194 Date of Issuance: 04.07,222 Project Milestone: Permit Set Roadway Sections Emergency Access Road - Typical Section Scale: NTS L�J 2.0% 2.0% o? i a' L--J ACHD EASEMENT I \ LIP:25.38 LLI 25.50 I \ 8, 1 Q I \ ACHD EASEMENT Y 25.73- \ YOKE & ALAMEDA CREEK (NORTH)' I LL1 STA: 6+36.15, OFF:24.64'L \ 2S25 \ Z o 25.64 - 25.62 - - \ �� \ g 25.57 I - I \ o � 0.5%- 25.54 _R/W' HP/LIP:25.44 - I ; o THR:25.31 THR: 25.26 1.6% -� LP/LIP:25.19 I I ; N f cR N f I i I 6+0o W YOKE ST 3 o TA:25.92 STA:7+23.50 (KEKLIK) 1.1% TA: 25.49 1.0% a STA: 6+00 (YOKE) I I I I I O I I I I I i LP/LIP: 25.20 I � THR:25.37 2.0% I I o " 0.8%' THR:25.34 If� I n 25.55 25.60 I I 25.62 26.14 25.62 THR:26.05 THR:25.84 i 25.67 - - - - - - 4.8% / ae ae f 2.0% 1.8% f aE i ae 26.15 /YOKE & ALAMEDA CREEK (NORTH) N 1 i o / STA: 6+36.15, OFF: 24.64'R KEKLIK (NORTH) &PILOT 26.25 STA: 7+59.65, OFF: 22.1 1.5% THR: 26.07 THR: 25.91 KEKLIK (NORTH) & PI LOT 26.17 \ 26.17 STA: 7+59.65, OFF: 24.641 LIP:25.88 \ I � 26.22 126.29 \ \ \ 2.0% 0 2.0% 8' \ ACHD EASEMENT \ 1 N Keklik Ave & W Yoke St Scale: 1-10' I I ' I � SD I 1.0% 2.0% 2.0 = h�a 1.5% 8' I ACHD EASEMENT 8.67' I a! ry ACHD EASEMENT TA: 29.04 LIP: 28.75 WIDTH VARIES PER PLANS 29.10 29.17 LJJ THR:28.79 \ MAGICAL CREEK I 29.07 Q ( THR: 28.84 i 29.13 MAGICAL CREEK �\ STA: 8+90.72, OFF: 23.00'R,e 2.0% 1 •g% W ae ae o ae STA: 8+90.72, OFF: 24.65'L W f� \ \ 29.11 4.4%a o 4.6% 29.11 \ BECKY C.� THR:28.81 \ � THR:28.82 J �STA:6+36.12, OFF: 24.65'L_ \ BECKY Q I STA: 5+73, OFF: 20.98'L\ 29.46 ate' \ i rn 29.37 29.39 29.39 o \ ; FL:29.18 Q s2y p, 29.26 0.5% 29.19 ?� 0 \ TC/LIP:28.93 \\ o M THR:28.98 THR:29.06 0 o�e�e=veoe 01 / THR: 29.15 R / LIP:29.04 LIP: 29.15 \ 1.5% \ I / 33 Zm)-�26.83 6+00 =.2% 1.5% (MAGICALCREEK) W BECKY CT 0.5% \\ I STA: 6+00 (BECKY) i LIP: 29.17 1.5% \i a� / c� I O / I\ / ------------- THR:29.18 -- THR:29.07 \ ti5ti$ LIP:29.04 0.1 % L8% m LIPi 28.95 I / / - ---- \ / THR:29.00 - THR:29.07 29.28 29.19 \ FL: 29.12 / 0 29.33 29.26 `I \ / / L50 c�� oeoe oea 29.39 BECKY rn / O 0.5% R STA: 5+72.92, OFF: 18.57'R `�� I I FL:29.14 , 29.37 29.39 29•46 I � 29.17 i BECKY _ THR: 28.87 THR: 28.87 29•19 � 4.7% /STA: 6+36.12, OFF: 24.65'R 1.8% 29.17 / MAGICAL CREEK o 2 0% o I / MAGICAL CREEK STA: 9+62.95, OFF: 23.00'R 29.17 4.7% THR: 28.85 I I 29.19 STA: 9+62.95, OFF: 24.65'L 1 1 29.15 TA: 29.11 THR:28.90 29.16 29.24 8' I LIP:28.82 �� I ACHD EASEMENT 2.0% 2.0% 8- - ACHD EASEMENT 3 N Magical Creek Ave & W Becky Ct Scale: 1-10' U.U7o C\J� of N - 0.5% TA: 27.91 0.5% - 11�+-00 -I - N KEKLIK AVE - - STA: (KEKLIK E STA: 6+00 (MAGICAL CREEK) o N � I LIP:27.40 � 0.8% o g 0.5%-- THR:27.47 -- THR:27.44 ooeoeee � 27.74 o ,\ HP/LIP: 27.49 LJJ 0.5% oo ZR 27.77 Qo Q 27.75 W 27.81 --� LU KEKLIK (NORTH) & PILOT 27.48 2.6% THR: 27.31 V THR: 27.32 STA: 10+54.42, OFF: 24.65'R \ � � t a 1.7% J 1.6% � Q - 5, MAGICAL CREEK 00 (� �/ STA: 6+36.12, OFF: 24.65'R 27 50 1 THR: 27.29 C.� THR:27.32 / 27.54 - N 27.47 Q LP/LIP: 27.18 I ACHD EASEMENT LP/LIP: 27.19 Z TA: 27.48 I I I O 2.0% 2.0% o N Magical Creek Ave & W Pllot Ct Scale: 1"=10' G 1. %% tihti $, 1 ACHD EASEMENT 28.79 28. I I i MAGICAL CREEK J 28.74 ' STA: 11+37.72, OFF: 24.65' / / o ALTITUDE / 4.8% - STA: 6+57.38, OFF: 24.65'L 28.72 89 28.79 28.74 28.72 9.1 0.5% 0.8% LIP:28.37 �f �f 0.5% TA: 28.66 W ALTITUDE St 0 0 0.5%THR:28.42 ---- THR:28.40 \ Li I Q 2.0% 2.0% �IiC W L U TA: 28.66 LIP:28.37 V i LIP:28.37 THR:28.44 J I THR:28.48 Q 1.9% V 1.7% � o THR:28.41 ^Z THR:28.46 Z 1 28.46 0 I 0.5% TA-28 88 7+00 STA: 9+26.83 (MAGICAL CREEK) 5+00 STA: 6+00 (ALTITUDE) O 252a� ).5%� 0.5% W PILOT CT R/W - _ _ 28.25 6.0% 27.71 MGIC AAL CREEK ao STA: 6+36.12, OFF: 24.651 27.67 / 54 27.61 2528- e ACHD EASEMENT 1.5% 1.5% 8' ACHD EASEMENT 28.79 I 28.80 MAGICAL CREEK STA: 11 +37.72, OFF: 24.65'L o � 28.82 _ or- N 0.5% TA:29.10 0.5% 2529\ 111 o I N \ o � \ \ 2S3p_ 2529 \ R/W 0.5% R/W R/W \ R/W o 0 28.14 28.76 - \ ---------- - ---------- ------------ ----- ALTITUDE z STA: 6+57.38, OFF: 24.51 \ w ww N Magical Creek Ave & W Altitude St Scale: 1"=10' Sheet Notes: =- TH E 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0,00 v/WE LAND 2 LONGITSLOPES UDINAL SLOPE OF LL SIDEWALKS SHALL NOT OF ALL SIDEWALKS SHALL NOT EXCEED 2. 0%XSLOPES WITHINROSS 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 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 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 y y Cz CID n w cc OCc0 0 E � M a CC) 00 .a C0 rtn -a a M Revisions 1Q 1. SZONAL p mot; G\STE/iP6 Cfd^ F> a 11568 04/07/2022 JTgTe GF ory 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Intersection Details 1 C4,51 8' ACHD EASEMENT ALAMEDA CREEK (SOUTH) STA: 7+60.99, OFF: 24.661 KEKLIK (SOUTH) & AILERON, / 2.0% 0 TA: 29.45 I I N THR:29.19 m 1.5% o -y iu, 2.0% 1.5% - -STA: 13+29.09, OFF: 24.65'L THR: 29.20 I THR: 29.21 1 L �1 29.80 29.80 29.73 29.73 W 0.5% v I THR: 29.31 ----- THR:29.29 LP/LIP: 29.33 o 0.1 % fe ie I o N N 0.6% TA:29.67 _ _ TA:29.90 0.1% _ W AILERON ST STA: 13+65.20(AILERON)�I---2531- STA: 7+24.89 (ALAMEDA CREEK) a� N � LP/LIP:29.33 _ 0.8% THR:29.36 2.0% ae t 'a 6 1.9% 4 9% V 0.5% W `O�\ o 29.73 29.71 \\ a � - W 29.80 29.83 MWM 1� KEKLIK (SOUTH) & AILERON STA: 13+29.09, OFF: 24.65'R \ G I\\ W I LIP:29.60 E wi j 30.04 29.96 Q TA:29.89 I 1 Z I I I ACHD EASEMENT SRO\ 2.0% 2.0% i I I N Alameda Creek Ave & W Aileron St Scale: 1"=10' N LIP: 28.52 0.5% 9+00 -w BECKY CT I � 2529 \ \ \ B3 L40 5,0001 9 9 ALAMEDA CREEK (SOUTH) STA: 7+61, OFF: 26.50'R 5' ACHD EASEMENT iH VARIES PER PLANS t / / / / / E3 L37 4,630-SF / / ' ASFMF,yT LIP:28.48 \ \I \ I I I C0.6% 25�9 30 i I ACI D EASEM i i I \ I I 10+00 HP/TA: 29.30 I I il; I I I I I 1 I I I I I LIP:28.58 I -2529' � I II I I B3 L39 I 5,447-SF B3 L38 4,761 I I I II I � W Becky Ct Cul-de-Sac I c Scale: 1"=10' 9 11 LIP' 26 79 B3 L22 \ I I \ \ \ \ 4,8565E / B3 L4 -2526 - _ \ / / / 216,936781 t `Lg°h 0 0 / ILUT CT 0.6% v \ 15+00 / / - HP/TA:27.52 q b --- t 8 III I ACHD EASEMENT / / 1 ' --2527 \ ` LP/LIP:25.82 ; X 15 SIF I� I I/ B3 L24 5,527-SF I ' E3 L23 4,732-SF ' II W Pilot Ct Cul-de-Sac Scale: 1"=10' Sheet Notes: =- TH E 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0,00 v/ LAND 2 LONGITSLOPES UDINAL SLOPE OF LL SIDEWALKS SHALL NOT OF ALL SIDEWALKS SHALL NOT EXCEED 2. 0%XSLOPES WITHINROSS 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 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 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 y y Cz CID n w _cc O � c0 00 a °° 00 i a M N �2E Revisions Al 1. ONAL p mot; G6'7E/iP0 Cfd^ F> a 11568 04/07/2022 J`�gTe OF "I "9ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Intersection Details 2 C4,52 I AREA 4 1 BLOCK 2 DETAIL 1/C4.63 1 I W� II 1 QY I 1 W YOKE ST 1 II j 1 I BLOCK 3 1 AREA 1 W PILOT CT r rm 1 DETAILI/C4.61 1 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 1 i Y 1 1 � 1 �� a 1 ii 1 1 W BECKY CT 1 1 �MMMMIMMIMM ���MIMMi BLOCK 3 AREA 6 1 1 DETAIL 1/C4.65 1 AREA 2 1 1 I I 1 1 DETAIL 1/C4.62 _ W ALTITUDE ST r �/M M M II , II 1 AREA 7 1 1 Z i DETAIL 2/C4.65 1 w BLOCK 4 1 AREA 1 �■�����.i�/� 1 m 1 DETAIL2/C4.62 1 1 16 La W AILERON ST 1 AREA 8 1 1 1 1 DETAIL 3/C4.65 1 BLOCK 1 Grading Details Overview W BECKY DR THE LAN D GROUP y i y C y Q Cc 0 CJ W d CI) °° a 0 0 coo �CZ a a C�)� C Revisions zl� 1. �sotinl� N, ♦ E o4w ���rs-ERFp Gl� 4 11568 04/07/2022 sq / of `20 Project Nc.. 120194 Date of Issuance: 04,07.2022 Project Milestone: Permit Set Grading Details Overview Horizontal Scale: 1" = 70' 0 70' 140' CD CD CD CD CCD m CD CD C9 C9 CCD M Grading Area 1 62 y \ I / 75 15, y n d - 2528- - � B1 L9 37,754-SF INFILTRATION BASIN 5 SEE DETAIL 5/C6.20 -186.54I' 1.2 \ FG: 29.00 \ 28.54 \ R100' - \ 2528 \\ ti \ TC/TR:28.25 \ TC/TR:28.25 INFILTRATION BASIN 6 SEE DETAIL 6/C6.20 \ \ sD \ \ B1 L11 \ 2529 43,526-SF / - --------------------------------------------------------=' Sheet Notes: ------------ - --- -- AIM, t..', THE 2528 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CQ00 LAND - 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEEDCROSS O - - - SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPESS 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 ' R BM - BOTTOM OF BERM � FF -FINISH FLOOR i FG - FINISHED GRADE FL - FLOWLINE GB - GRADE BREAK 27.46 HP - HIGH POINT O LIP - LIP OF CURB c� LP - LOW POINT N R55' MX - MATCH EXISTING p i � TA -TOP OF ASPHALT TBC - TOP BACK OF CURB / A / TB - TOP OF BASIN TC - TOP OF CONCRETE TG - TOP OF GRAVEL 83 9 / 63 B3 L28 83 27 THR - THROAT OF RAMP /5 e0o-sF 5,000-SF 0o-SF / / 5,01 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. 2527_ / / 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND / PROFILE SHEETS. I 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION 27.77 / I SriSD/ I N i I I I i I 28.59 I I T77TC: 28.4' 7. N I � I I 1 I 1 � I I\UL INFILTRATION BASIN 7 SEE DETAIL 1/C6.21 CO g RNA -PI � \ I I I \ / \ 2 I � / I - - \ I /�L \ 8 / I / I / I / 1 I � I � I � O 7.62 LIMIT OF WORK / 27.87 \;-252"8 N / INFILTRATION BASIN 8 2SEE DETAIL 2/C6.21 TB: 27.50 \ TB: 27.50 J 29.71 39.24' TA:28.69 O FG: 27.87 2528 ---------------- 'o B3 L31 B3 L32 E3 L33 63 L34 5,000-SF 5,0065E 5,0001 / 5,001-SF --2528---- - 252g\ BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. Keynotes: ----O 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. Z O y C2 W W Cz CID cc n W _W c O Cc O IMENC CO O M a CC) 00 _Cz a C\ M Revisions Q 1. ��SZONAL EA, mot; GISTERF0 Cfd^ F> 4 11568 04/07/2022 JTgTe OF �O P�o 4 W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Grading Details 1 C4,61 Scale: V=20' i I 1 1 1 Grading Area 2 Scale: 1"=20' \ \ \ B1 L17 \ \ 36,903-SF \ �s3 I ?V I \ \ MX/FG: 31.98 Grading Area 3 Scale: 1"=20' O\ \ 2S99. I I X. 32.04 t \ \ mx rc: 33.47 ± \ \ \ 33.03 ± \ \ MX/TC: MXfTC: 33.7 Sheet Notes: .� ��_�. =- �%- TH E 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET 30,00 LAND 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEEDCROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPESS 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 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. O y m y y Cz CID E ll lam W Ir O Cc 0 CJ t � M a CC) a M c� Revisions Q 1. ��SZONAL ErY mot; ��G\570 Cfd^ F> c� a 11568 04/07/2022 JTgTe OF "I 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Fermit5et Grading Details 2 F L I 2526 B3 L6 5,000.6E 2528 / I _ \ CD / E--E- \ FO-1LIE \ I® THR:25.20 0.5% THR:25.18 , ------- ----------------------- � N\ \ R. TA:25.50 \ TA:25.46 TA:25.4? \ 48.77' e1� TA: 25.41 \ - - Tq TR: 25.14 - TA: 25.41 -- - TB: 24.45 TB: 24.45 V A TA/TR:24.95 / TA/TR: 24.92 TA: 25.33\ / INFILTRATION BASIN 16 I �00 TA: 25.34 \ / SEE DETAIL 3/C6.23 \ TA: 25.26 2 TA: 25.26 S2 TA: 25.57 \ TA: 25.71 \ TA:25.49 24.86' 2S \ TA: 25.63 \ TB: 24.45 \ \ \ \ INFILTRATION BASIN 15 SEE DETAIL 2/06.23 Sheet Notes: .� Or' bF;m�THE 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 LAND - - - - 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEEDCROSS _ GROUP SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPESS WITHIN �� - - - PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. - - - THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ` --2529--------- \ 30.78 ± - - _ - � 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: \ MX/TA: 29.07 ± / / clan �- - TW: 42.60 BB - BOTTOM OF BASIN MX/TA: 29.00 ± - - - - - MX/BM: 28.71 ± BM - BOTTOM OF BERM - - - - FF - FINISH FLOOR -2528- - - M: 34.60 ! TM: 34.60 I FG - FINISHED GRADE I I FL - FLOWLINE I I GB - GRADE BREAK I I HP - HIGH POINT I I I LIP - LIP OF CURB 83 u I I LP - LOW POINT 4,594-sF I �b MIX - MATCH EXISTING TA - TOP OF ASPHALT I TBC - TOP BACK OF CURB I I y TB - TOP OF BASIN TIC - TOP OF CONCRETE ' TG - TOP OF GRAVEL ! THR - THROAT OF RAMP I TM - TOP OF BERM I j i TR - TOP OF BRIDGE I I II TW - TOP OF WALL I I I I II 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 7 TW: 42.43 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND 5,0001 I III TM: 34.43 TM: 34.43 PROFILE SHEETS. I 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION I BM: BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. I I I MX/B MX/BM: 28.28 ± ' I I Keynotes: ----O I I I I I I II I 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. I B3 L3 5,3781 I I I I I I� I I I I 6' l i I TA: 25.77 �I I TW: 42.27 I TA: 25.89 i TM:34.26 TM:34.26 I TA: 25.75 \ TA, 25.89 BM:28.03 \ cRy / 830, / MX/BM: 28.26 ± 10, i - - \ IA: 26.U8 FG:25.88 / \ TA: 26.08 \ \ \ TA:26.00 O � ` \ \ TB: 25.26 TA:26.00 TI B3 L20 `D \ \ \ \ \ \ _ 5,517-SF \ \ I I \ 2y26 B3 L22 I \ \ 83 L21 4,8565E / I \ TG: 25.26 ` 4,675-sF _ _ \ / B3 L4 216,9361 --------- cc 2527 R W R,W ---___ sam Grading Area 4 $s Scale: 1"=20' 10, / A: 27.23 / R65' If 9� 132' / TA / / Z O y C2 W W Cz CID m n W cc O Cc 0 E � M a °° 00 _CID �co Ln -2 a M c� Revisions 1Q 1. ��SZONAL ErY mot; GIST ERP6 0- F> c� a 11568 04/07/2022 JTgTe OF 0e 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Grading Details 3 _ 39.24 D R Grading Area 5 Scale: 1"=20' II 1 i Sheet Notes: .� ��.�. =- ��%- THE � 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CQOO � � LAND i 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. 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 �s 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 I \ ?S2) \ \ 445 \ \ \ 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. m O y C2 m W W Cz CID Ell cc a W Ir Cm Cc 0 � CJ M a CC) 00 _Cm L a M c� Revisions Q 1. ��SZONAL ErY mot; ��G\570 Cfd^ F> 4 11568 04/07/2022 JTgTe OF "I 94<ES W. �T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Fermit5et Grading Details 4 L D R 2529_ — / 2529 _ / TN ♦ Grading Area 6 Scale: 1"=20' Grading Area 8 Scale: 1"=20' Im 70, — 9go, VI: 4Z. TB: 27.80 \ Ilil IIII y06 / INFILTRATION BASIN 16 a�g 1 I SEE DETAIL 3/C6.22 TA: 28.55TA/T 28.64 / / / ;Ly ll t IIII IIII III �I �s h i N i i i N N m i i Ii N I ; N it \� I �s" 0\ 2y31.� m I 2529� Grading Area 7 Scale: 1"=20' 253� Sheet Notes: .� =- ��_�. �%- TH E \ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET 30,00 LAND 2S"o 2 UDINAL SLOPE OF ROSS LSHADEWALKS SHALL NOT SLOPESOOF ALL SIDEWALKS LL NOTE EXCEED 2. 0%XSLOP S 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 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. m O y C2 W W Cz CID Ell cc a W cc Cm Cc 0 E � M a CC) 00 _C co L a M c� Revisions Q 1. ��SZONAL ErY mot; ��G\570 Cfd^ F> 4 11568 04/07/2022 JTgTe OF "I 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Grading Details 5 L � J I I I I I I I I I C5.10 — — — ---------------- • 1 BLOCK 2 C5.12 I 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— ESS SS SS SS 1 ; 1 I 1 C5.11 1 1 BLOCK 3 I I/ I _ _ _ I . r� 1 1 C5.06�1 SS � S W PILOT CTSS -� I-- SS I 1 1 T.II�. C5.08 1 1 W 1 1 BLOCK 3 ; o 1 I / Z T F■�_ a__� C5.07 I —J ' I ' Z I II W BECKY CT SS SSSS -0� � 1 � SS SS I I , I 1 1 BLOCK 3 1 I rimI I1 I I I 1 1 I r� C5.041 I 1 C5.03 1 1 1 `1 I 1 1 W ALTITUDE ST ss C5.05 5s 5s ss � It SS ' ' I I 1 i ' I 1 U,Y BLOCK 4 o i• ; Y a / z I _�_M..� , I I I v 1 m 1 rM ——— —IMh I 1 SS W SS SS ST o SS SS �SS 1 I I 1 I 1 1� I I L___Mill I ---------1—---1--- .� 1 — BLOCK 1 � , -- -- -- ----L-------------------� THE LAN D GROUP y _ i y C v M.J 9 n y cc 0 11IIIIIIMv d CI)a 00 _coo �CZ CZ aC�)� a _ C� Revisions zl� 1. �sotinl� N, ♦ E o4w ���rs-ERFp Gl� I4i 11568 �I 04/02022 / 7/�F Project Nc.. 120194 Date of Issuance: 04,07.2022 Project Milestone: Permit Set Sewer Overview Sewer Overview Horizontal Scale: 1" = 70' 0 70' 140' 2536 2534 2532 2526 2524 2522 2520 2518 2516 � _25g0 _2535 �\2533 253q 2535 2536 2532 253g 2539 2540 2541 2542 2543 254q ` lowI�t•9N• ����l�l�l� ���� ��� L ICI■ M M R���Ah M M M M�M M M M9 SSMH-22 nJ — 10+00_ — 10+70.62 r � S�_ SS SS "i SS SS SS 122-LF OF 8-IN PVC AT 0.45% 3SSMH-231 v — o O R1 L25 lllild d ti 224 -SF-sF 14HM V I I I 3 N I I OS OS _ o + - i i M � STA: 8+79.36 IIIIIM IIIIIH IIIIIH F�o� IN INN INN IE: 2524.79 : 8+69.83, a 44.001 SS b C5 0 a 524.84 N 2 MT l Sewer Plan and Profile - N. Alameda Creek (South) ° 20' 40' Horizontal Scale: 1'' = 20' XISTING GROUND AT CENTERLINE OF PIPE PROPOSED GRADE AT CENTERLINE OF PIPE PROPOSED 12-IN STORM DRAIN PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN 122-LF OF 8-IN PVC AT 0.45% 243-LF OF 8-IN PVC AT 0.45% OSSMH-23 SSMH-22 O 48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 STA: 10+70.62, 0.00' STA: 9+48.23, 0.00' RIM: 2531.21 ± RIM: 2529.68± IE IN: 2519.90, 8-IN PVC (S) IE IN: 2519.25, 8-IN PVC (S) IE OUT: 2519.80, 8-IN PVC (N) IE OUT: 2519.15, 8-IN PVC (W) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE ap O r O lD O M O r N N O N O N M N N N N N N N N N N N SEWER - KEKLIK AILERON & ALAM DA SOUTH Sta. 8+60 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" 2536 54 O N 2534 E 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 GROUP 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 LAND Sheet Notes: SEWER - KEKLIK AILERON & ALAM DA SOUTH Sta. 8+60 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" 2536 54 O N 2534 E 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 GROUP 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 LAND Sheet Notes: 2536 54 O N 2534 E 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 GROUP 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 LAND Sheet Notes: �� ��.�► =- ��%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST y y y — y _� 0 cc 0 � M a °° 00 a M � Revisions Al 1. ��SZONAL Erb mot; ��G\STp Cfd^ a 11568 � 04/07/2022 JTgTe OF �OP�o 9�ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: PemlO Set Sewer Plan &Profile N Alameda Creek Ave (South) C5,01 2 s`'�2529 10\ \ O \ \2 O m s1% O \ i6i — \ um \ ------------ t � 5+00,� —SS �S31 )-LF OF 8-IN PVC AT 0.45° B4 L11 B4 L12 B4 L13 B4 L14 B4 L15 5,000-81' 2y3oi 5,000-SF 5,000-SF 5,000-81' 5,000-SF O 3 O O O C\1 O 'n O CqO �q O O J N C O J N� J J J N+ Q N+ Q N+ Q N+ Q N+ Q w v w n v D v w Liaw LimwLia Liav Lia B4 Ll6 B4 L17 5,000-SF 5,000-SF F AIli � R Cq S � wm �LL mo wm �LL , - X 14"P X o I m m I v v v v v v v ---------------------------------------------------------------------------------------------------------- -------------------------- --------------- _ W W W W�� W W W W W__ W W W W W W W W W W W�W W W W W X W 2 2 2 2 2 2 2 2530 2 6+00 �� _ _ _ 7+00 _ _ _ _8+00 _ _ _ _ 9 SS $S S T SS SS S SS SS SS SS SAN SS SS SS SS SS SS SS SS SS — — SSSS " 239-LF OF 8-IN PVC AT 0.45% 243-LF OF 8-IN PVC AT 0.45% 3:\\?530 \ \ SSMH-21 4 3 _ _ — , yoo SSMH-22 4 r ------ ---------------- --------------------------— — — _ _ _ - \2533, X , II II \ I c6 M 2531—moo �No LL-J+ O 1fi+ Qj N N I B1 L18 B7 L19 �22533 m c 5.722-SF-sF 5,07vsF ,�, Sewer Plan and Profile - W. Aileron St. 2536 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 Horizontal Scale: V = 20' SEWER -JKKLIK AILER IN& ALAM DA SOUTH Sta. 4+80 - 9+60 HORIZONSCALE:1" VERTICAALE:1" = 20' ' I I I I I PROPOSED 1-IN WATER SERVICE CROSSING PROPOSED 1-IN WATER SERVICE 239-LF OF 8-IN PVC AT 0.45% I ,a" ,a" ,a" co cri ^O W tT N O O+ O q'i Y5~n +\ 30 o w c~n o , B7 L20 61 121 11 122 B1 L23 B1 L24 B1 L25 5,072-SF 1-SF-sF 5,071-SF 5,078-SF 5,078-IF , ,247-SF 0 20' 40' PROPOSED 1-IN WATER SERVICE CROSSING ■ 1 1 EXISTING GROUND AT CENTERLINE OF PIPE -------------- ---- — — — — ---------- -- - - -- ------ PROPOSED GRADE AT CENTERLINE OF PIPE , 1 PROPOSED 1-IN WATER SERVICE CROSSING , N O PROPOSED 1-IN WATER SERVICE CROSSING 1 1 243-LF OF 8-IN PVC AT U SSMH-22 2536 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 N N wTz 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 $ss 48-IN MH PER ISPWC SD-501 SSMH-21 6 48-IN MH PER ISPWC SD-501 STA: 7+05.11, 0.00' RIM: 2530.75± STA: 9+48.23, 0.00' , RIM: 2529.68± IE IN: 2519.25, 8-IN PVC (S) , 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 AT GROUND ELEVATION CENTERLINE OF PIPE , m N W N m o O N m O N m N m N N m M N m o R N m In N m m (p N m r N m O N m r N (D rn N cD rn N R N m O m N N N N o N 0 o O N m o W N r o N cD a lD N m o (D N (D T N Sheet Notes: _, Or' =- �%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r WE L A N D 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. maRt 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 Cz CID Z lam W cc owe 0 � c0 E � � M a °° Lo 0 as co co Revisions Al 1. ��SZONAL ErY mot; ��G\ST0 Cfd^ F> 4 11568 04/07/2022 J`�gTe OF J9�ESW . Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: PermA Set Sewer Plan & Profile W Aileron St C5,02 ■ m sa e C 99, B4LS 5,00D-SF-sF C2526 :/� r 2527 6,328 8F/ / STA:5+19.83, uD OFF:44.00'L ia-SF IE:2525.05 m m m m m 111 I&V JVJ8 NV. 1 M M MGM M M M M M M / 2 / 2529 2 \ 1 0 SS 3+Do SS SS SS SS SS 4+00-- SS SS $S \ \ 201-LF OF 8-IN PVC AT 0.45% I f 7 4 \ 3 _ (a)SSMH-19J n --------------- rn \ n N Hlll& w w v v \ v +�+� N� u_ wO O N¢ L11i Wen O I N¢ L11i Wen O i O O O B7 L14 N �� W 5,534-SF B1 L15 I B1 L16 5.475-GF 5,470-SF I Sewer Plan and Profile - N Keklik Ave (South Horizontal Scale: 1" = 20' 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2 / rr / 11L1 d, cb cb / O M N SSMH-20 4 Q / / 2 / / 0.45% 0 20' 40' 2534 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 O M 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 KLIK AILERON & ALAM DA SOUTH Sta. 1 +80 E SCALE:1" 20' SCALE: 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: 2515.59, 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 BAN PVC AT 0.45% 201-LF OF 8-IN PVC AT 0.45% SSMH-19 4 SSMH-20 4 48-IN MH PER ISPWC SD-501 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: 2516.88, 8-IN PVC SSMH-16 48-IN MH PER ISPWC SD-501 IE IN: 2516.59, 8-IN PVC (SE) IE OUT: 2516.78, (E)77- 8-IN PVC (NW) STA: 2+00, 0.00' IE 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 C7 C7 O LL-) O C7 N n (D O M N O W^ O M N fD O O M N fD M O M N fD O N c6 C7 N O O C7 O M N O LL-) 6 (7 N O N eD O M N O M r O M N (D O O M N M N O M N O O R^ O M N (M C7 O M N M O N O M N M O O O M 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. \\ ��� i"40 r� LAND GROUP Z O CO) y y ca v Z IIIIIIIIIIIIIIII. � I- W _cc O cc 0 CM) t M aIIIIIIIIIIIIIIIIIIN Cn 00 _co � �CZ a CZ C� Revisions Al 1. ��SZONAL Erb mot; ��G\STE/iPp Cfd^ F> 4 11568 04/07/2022 JTgTe OF o 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: PermA Set Sewer Plan & Profile N Keklik Ave (South) C5,03 -- - � -I I N 2526 2525 2525 / 2526 / 2528 - B/� --_2528 - - II 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 sa Sheet Notes: ►� iF—� ti oy%- THE C .05 B3 Lab z B3 L47 B3 L48 B3 Lag B3 L5c 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r \5.000-SF 5.000-SF 5.000-SF 4.955-SF m M m m - 63 L51 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST � LAND I I _ � EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), 7001111 CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. � G R 0 U P 5152-SF 3 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. o rn o n o rn o o c,. m 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN N AN N+ N+ + + + NNNP. v APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, -Q LL -Q LL -Q LL -Q LL -Q LL X N LL LL LL LL LL �; o, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE M o M O <n o I o M o D _________ Q BBL52 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 2529 p s,042-SF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS 2S3p 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 DIGGING. SD cn cn cn cn cn 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, 1 v v v v v CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO -- — ----------------- ---------------------------------------------------------------------------------------- ------ ---------- Ma x, CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT W W W W W w T x- W W W W W W W W W W W W W W W W W W MATCH PLANS. � W 2 �, 16 4 2S3 2 2 4 SSMH-14 ?S� 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION ¢ 0 �O '90 2 2 2 `9\ OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE 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% 2 1 � 2 � O SSMH-15 2528 3 3 � 157.5° 2529 � _ - Sewer Keynotes: 2530 \ _ 68Z\ --------------------- - - -------------------------------------------- -- --------------------------------------------------------------------------------- ------ - --- -�-- - --_-\ CF8.7N S w\ \`, 1. POTABLE WATER MAIN CROSSING -SEE CITY OF MERIDIAN SEWER NOTE N0.2 ON u> y29 M M cn u> u> pUC/i% \ `\ SHEET C1.00. R R \ R 2 R R N R W R R 498q, S 6x 2. POTABLE /NQN-POTABLE SERVICE CROSSING -SEE CITY OF MERIDIAN SEWER NOTE 0 1 \ NO.3 ON SHEET C1.00. / \\ 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3. 2 i \ 25gp� 253� SSMH-13 4 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. N u� tD O n O o tD O m 0 tD O cq + O V tD O CF• 0 \ LL N c'i + ai ai + of w + ai v + of v + of v + of v + of N Y. - \ INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. N N M N M M N M M N V M N V M N M N 4S M h (n \ cl� \ 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE / 3 \ WATER TIGHT SEAL. I � Mo rno Mo Mo Mo Mo rno / p \ I N millim ow ON" ��IIII�IIII�IIII�IIII� IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII� IIII� IIII�IIII�1111�3IIII�IIII�IIII� IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII�IIII� IIII���3��� mmmmmm m m ow 14 1417 14 O 14 14 14 -- — 5000SF 4958SF ..,..,5 w 'ICI C5 1 5,000- 5,0BF 00-SF 5,000-SF � 5.000-SF 5,000-SF 5 000-SF \ O Sewer Plan and Profile - W. Altitude St. 20' 40' y Horizontal Scale: 1" = 20' SEWER - ALTITUDE: St .1+80 - 7 00 HORIZONTA VERTICAL SCALE: SCALE: 1" 20' 1" _ PROPOSED GRADE AT CENTERLINE OF PIPE — — — — — — — — — — — — — — — — — — — — — — —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 T'98% o PROPOSED 1-IN WATER SERVICE Of 8-11A pVC ca , 68 LF OSSMH-13 48-IN MH PER ISPWC SD-501 STA: 6+82.31, 0.00' RIM: 2528.84- 4 SSMH-14 IE OUT: 2522.00, 8-IN PVC (NW) 48-IN MH PER ISPWC SD-501 pT 1 g8% STA: 6+14.38, 0.00' OF 81 pVC RIM: 2529.19± 29W 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% L--- --- SSMH-16 O 48-IN MH PER ISPWC SD-501 STA: 2+00, 0.00' SSMH-15 O RIM: 2528.40± 48-IN MH PER ISPWC SD-501 IE IN: 2515.38, 8-IN PVC (SW) STA: 3+20.65, 0.00' IE OUT: 2515.28, 8-IN PVC (E) 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 AT CENTERLINE OF PIPE PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE M O N V O � O M N M M V � N O M V O � O N M O !T � O) N N tD W � O) N N r � N q !T N O ^ � !T N N m ^ � !T N N O Qj N O !T N O Qj !T N N N O Qj !T N N M ^ Qj !T N N V ^ Qj O) N N ^ aj O) N N lD Qj N W W r T aj !T N N N O W O Qj !T N N O to Qj N N T N O W V aj !T N N O W M Qj !T N N O !T N Qj T N N � Qj N rT T N N O T � O N M N O M a0 a0 � O � N M N lIJ ,yy lIJ N N N ,yy N � N y� lIJ N N y� lIJ N N y� lIJ N N y� N lIJ N y� lIJ N N y� lIJ N N y� N Ln N � Ln N N � Ln N N � lIJ N N � lIJ N N � lIJ N N � lIJ N � lIJ N N N ,yy lIJ N N ,yy N i1J N � lIJ N N ,yy lIJ N N ,yy lIJ N N ,yy N lIJ N ,yy lIJ N N ,yy �1J ,yy N N N 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 y y Cz CID Z IIIIIIIIIIII. � n I� y _cc 0 � c0 E � M a °° 00 Lo a a M Revisions Al 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> 4 11568 04/07/2022 JTgTe OF \'D 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: PermA Set Sewer Plan & Profile W Altitude St C5,04 wTz 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 $ss \C5.07 i \ Id b I lfU�d, m mill �-\11 m p r � 1 1 M AN M - 2 1 \ 'O `fl0 \ 5+00 SS �S S SS SS SS 327-LF OF 8-IN PVC AT 0.45% \aSSMH-10 -- _ M/H / o' --cai'--- a- / I N 2526 � I 0 wmloll 01I m m so i O9. _cn 1 � I_ lJfa J a� / \ � z Y I � CD -- / ( / STA: OFF:108.10'R 2527— / IE: 2522.21 5 m O 2527-- _ � � � — — — — — � � � � 4 SSMH-16—\ Sewer Plan and Profile - N. Maqical Creek Ave. (South) D 20' 4O' Horizontal Scale: 1" = 20' 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 O SEWER - MAGICAL CR EK: Sta. 4+60 - 8+00 HORIZONTA VERTICAL SCALE:1" CALE: 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 IN 11 2 N N � i T G5.0 ¢ SS S NV a 2529 -- ------ --------------------------------------------------------- - — M M M M M M M M M M M M_ M'}C I 2 /9 1 ' 6+DO— 7+00_ 7+73.83 _ _ _ _ _ _ _ SS SS SS SS SS f SS S� SS SS SS SS 247-LF OF 8-IN PVC AT 0.45%106 OS OS ub u� r4/ SSMH-15OS /SS .—---------- ------- ------ — —N-- -------------------- —_ em I 3 a M., l /an.a 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 \,!J 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 Q� O N tT 0 0 O O N O m 0 O O O 0 T N N O c6 c6 c6 to R In O W cc;N O N O N O N O N O N O N O N O N O N O N O N O N cci N W 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 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 Sheet Notes: �� i�.i► N. �%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r WE L A N D 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. O y y y ca CID Z IIIIIIIIIIIIIIII. � lamn I� y _� O � C0 � M a °° a M C Revisions Q 1. ��SZONAL EA, mot; ��G\ST0 Cfd^ F> a 11568 04/07/2022 JTgTe OF �O P�o 4 W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile N Magical Creek Ave (South) C5,05 `6V$ e m STA:7+49.89, mmmIm r\ a sr, m / STA: 6+87.09, OOFF:44.00'L IE: 2522.81 \� 2 soo SSb ¢ \ 2's2y I aald,b d,b �,iliUld, - OS OS OS OS \ 0 a - - - -------------------- 1 M M M \ M M M M M M M M M M M w r 9 3+00_ N— — — s — 4+00 — — — 5+00 — coO —oo SS SS ASS SS SS SS SS — � S SS SS — 327-LF OF 8-IN PVC AT 0.45% OS OS za T I nNa—�---- � I 2 ' _2527 STA: 6+49.89, OOFF'44.00'L SSb � —------J IE.2522.62 o 2527 / C i MCC l —2525�� N Sewer Plan and Profile - N. Magical Creek Ave. (North) C5 0 A m m0 soo- m m m m m 1 w rt I I \ a w \ 2525 \ 2 2526��� I \ I _ 27 J:�25—� 3:� aald��b aald,� � i � a — I x�M M M M M M f_9p ¢ o 2 00- 1 SS � SS 6S SS — SSMH-07 OS OS nNa — Horizontal Scale: 1' = 20' 2532 r SEWER - MAGICAL CtEK:Sta.1+80-5+60 HORIZONTA SCALE:VERTICAL CALE: 1" 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 1 +80 1 1 PROPOSED GRADE AT CENTERLINE OF PIPE ------------------------------- ---- --- — — — — — — — EXISTING GROUND AT CENTERLINE OF PIPE , PROPOSED 12-IN STORM DRAIN , I I PROPOSED 12-IN STORM DRAIN PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN PROPOSED 12-IN STORM OUTLET , 0 PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN 1 1 1 SSMH-07 O 48-IN MH PER ISPWC SD-501 STA: 6+97.59, 0.00' RIM: 2527.87± IE IN: 2511.96, 8-IN PVC (E) IE IN: 2511.96, 8-IN PVC (S) IE OUT: 2511.86, 8-IN PVC (M c'? n D W O N r N r 2+00 2+20 EXISTING GROUND ELEVATION AT CENTERLINE OF PIPE 327-LF OF 8-IN PVC AT 0.45% PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE �,-� T '*0 � lD f0 (O (O lD (O (O O O N ^ cc; ^ V ^ � ^ W O N O N O N O N O N N 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 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 ts 4+80 0 20' 40' 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 SSMH-10 U 2512 48-IN MH PER ISPWC SD-501 STA: 5+26.83, 0.001 RIM:2529.26± E IN: 2513.53, 8-IN PVC (E) E IN: 2513.53, 8-IN PVC (S) IE OUT: 2513.43, 8-IN PVC (N) 2510 N N N N N N N N N N N 5+00 5+20 5+40 2508 � O N N 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. ��jO� r� T HE LAND GROUP m O CO) y y ca v Z n I� W _cc O Cc 0 M a °° 00 _� a M C Revisions Al 1. ��SZONAL ErY mot; GIST ERP0 Cfd^ F> c� a 11568 04/07/2022 JTgTe OF "I 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile N Magical Creek Ave (North) 1 3 33 L44 5,000-SF C5. 5 SD SID `B3 L45 ,�, Sewer Plan and Profile - W. Becky Ct. % Horizontal Scale: 1" = 2U 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 0 20' 40' SEWER - BECKY: Sta. 1+80 - 6+60 = 20' HORIZONTAL SCALE: 1 VERTICAL SCALE: 1 " — ' — — — — — — — — — — — — — — ---- PROPOSED GRADE AT CENTERLINE OF PIPE — — — — — — — — — 7 — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — --- PROPOSED 12-IN STORM DRAIN PROPOSED 8-IN WATER MAIN EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN PROPOSED 1-IN WATER SERVICE �A54-Efof 9.W V VC F" 213% 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-LF OF 8-11A pVG AZ 2.1310 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-10 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 PIPE PROPOSED AT GROUND ELEVATION CENTERLINE OF PIPE m N N O O N N N O O N N N O N N M N O N N R N O N N In N O N N (h (h (p In O N O N N N R (h O N N M th O N N N (h O N N (h O N O V N O N N O V O N N W V O N N r O N N W t0 O N N O (O O N N W O N N N m O N N W T O N N M W N Sheet Notes: -� Or' =- �1%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. too';WE LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION GROUP CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NDARDS. 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 2532 y 2530 y ca CID 2528lam Z n 2526 y _� OCLIr 1✓ � o 2524 v °° � Q a 2 CID z .22 Q 2522 Q c Revisions Al 1. 2520 2518 2516 2514 SZONAL EN TE/iPp F> 4 11568 2512 04/07/2022 "1TgTE OF "I W. Project No.: 120194 2510 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Becky Ct 2508 C5,07 N � I � I I �C5o.1O ME Elm Ep I of u IE: 2521.99 s,494-SF STA:5+25.02, O OFF: 37.00'R i i 4 SSMH-05� / I B1 L8 c / 6,55s-SF-SF / / / 1 � x`a�,`Q� N � � In N B3 L13 5.000-SF e3 L14 5,000-SF B3 L15 S.00D-SF e3 L16 5.000-SF B3 L17 5 000-SF I ElI■ IIN III. III. III. III. =� III. III. III. III. III. III. II♦/- III. III. III. On II♦ - III. III. II♦ II♦ - III. III. IIIII�E1 II■ II■ E r 3 O 3 / 3 O 3 O 3 O 1� \ N I N1tD rn rn COC�� \Nr0 N rn rn NO"DD fD rn tZl N- 1 N Q NOO O N + W O �Z52 + NOO O + OO OJ O + NCO IL O + � u~iCD \ / 2528 !I \ N� 2I,rLi v v �B4- \ W W W W W W WW— Gc9J� 2 \73So O4 SSMH-07 t 1 Ash 6+00 n ¢— _ — — +00 3 — su+ SS - S$ --,W— S S SS SS snry S \ 113-LF OF 8-IN PVC AT 0.45% \ SSMH-06 4 90 06 ------------ ----------------- cn \ R \ 3 i' 4"PIRR v 4"PI 4"PIRR \\ 4"PI " IRR \ r 1 SD II + c66: / I, III, III, III, III, III, III, III, � � � � � III, III, III, Ilr III, III, � III, _ J � I IIIII� III, i 1 o 6 I Sewer Plan and Profile - W Pilot Ct (West Horizontal Scale: 1" = 20' 2530 2528 2526 2524 2522 PRC 2520 2518 2516 2514 2512 2510 2508 2506 N ---- ---- -------------------- v - W W W 2 8+00 — — SS S S$ SSI 288-LF OF 8-IN PVC AT 2.02% �K/A R/V W �W 2 _SS_CS S SS —2528 -- - -- 2528-- �C rn ' N + O ^ O N N O + O ' N� u' lLLi O2621i _ o \\O O Noll� - B3 L /� � � � -Pi 111F2n M M 0 5.00D-SF 5,000-SF \ , T000 SF 0 20' 40' 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 2506 W 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 SEWER - KEKLIK & PILOT: Sta. 5+00 - 8+80 PROPOSED GRADE AT CENTERLINE OF PIPE , HORIZONTAL SCALE: 1" — 20' ' VERTICAL SCALE: 1" _ PROPOSED 12-IN r---- ---------------- STORM DRAIN EXISTING GROUND AT CENTERLINE OF PIPE , PROPOSED 1-IN WATER SERVICE PROPOSED 4-IN PRESSURIZED PROPOSED 4-IN FIRE SERVICE IRRIGATION MAIN PROPOSED 8-IN WATER MAIN �I POSED 1-IN WATER SERVICE PROPOSED 2-IN WATER SERVICE 1 ca 0 n OF 8-1N PVC AT 2.02% II 288-IvF 113-LF OF 8-IN PVC AT 0.45% , 219-LF OF 8-IN PVC AT 0.45% ssMH-o7 0 4 48-IN MH PER ISPWC SD-501 ' SSMH-05 4 SSMH-06 48-IN MH PER ISPWC SD-501 STA: 6+97.59, 0.00' RIM: 2527.87± 48-IN MH PER ISPWC SD-501 STA: 5+45.49, 0.00' STA: 0, 0.00' 2527.1 RIM: 2527.17± ' IE IN: 2511.96, 8-IN PVC (E) RIM: 2526.96± IE IN: 2511.96, 8-IN PVC (S) IE OUT: 2511.86, 8-IN PVC (W) ' 1 IE IN: 2511.35, 8-IN PVC (E) IE IN: 2511.67, 8-IN PVC (SE) IE OUT: 2511.25, 8-IN PVC (NW) IE OUT: 2510.97, 8-IN PVC (N) ' EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION ' AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE O O N N N N O N N N N OD O N N N N �r ^ N N N N OD O N N N N N N N N r N N N N r N N N N r N N N N � N N M r N N N N N N N N N N (D N N N N O 0 N N N N 0 0 N N N N cc! 0 N N N N O O N N N N W N N N N � N N N 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 N0.2 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. \\ OFA� �S_ 0-Fl*. rc LAND GROUP Z O CO) y C/* Cz v Z � lam IIIIIIIIIIII. � n I� W _cc C Cm Cc 0 IIIIIIIIIIMCJ t � M a °° C Lo a a co c� Revisions Al 1. s,oNAL p mot; GISTERP0 Qfd" a 11568 04/07/2022 JTgTe OF "I 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Pilot Ct (West) r� e Aiiiiii Sewer Plan and Profile - W. Pilot Ct (East Horizontal Scale: 1" = 20' 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 N 0 20' 40' 2532 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 co N 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 EKLIK & PILOT: Sta.8+210 - 11 +60 L SCALE: 1" = 20' ECALE: 1" = 2' OF PIPE PROPOSED GRADE AT CENTERLINE — — — —— — ------ --- — — — — — — — — — — — — — — — — — — PROPOSED 12-IN STORM DRAIN EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE ea , N 154A5 O 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) 288 �F OF 8.W pVC AT 2.02% SSMH-08 4 48-IN MH PER ISPWC SD-501 STA: 9+85.32, 0.00' RIM: 2527.37± IE IN: 2517.88, 8-IN PVC (E) IE OUT: 2517.78, 8-IN PVC (W) EXISTING GROUND ELEVATION AT CENTERLINE OF PIPE PROPOSED AT GROUND ELEVATION CENTERLINE OF PIPE C6 cn N N N of N N N N N N w� N N N w N N N N N N N N N N N N N N N rn N N N � o N N N 0 0 N N N 0 0 N N N � � o N N N N rn� N N N o rn N N N � rn N N N Sheet Notes: -� Or' =- �1%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. too';WE LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION GROUP CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NDARDS. 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 CID Z =J r. I - (A cc O Cc 0 E � M a CC) 00 �co a co Revisions Al 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> 4 11568 15�04/07/2022 1 OF 9 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Pilot Ct (East) 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 2506 5,00a-SF I 0 IN IN -J rt a 7 - -- - B2L1 - --- - J 2523 3,s14-sF 2523 _2524 — — — — — — -2524— / 2525 2525-----­' C51 3 m --------------------------------- M M M M M T MM M M M M M M MGM M M M M__m M M OP n 2 0p 90 2 2 2 0 — — �3+00 — — — 4+00 — — — �� — 5+00— — y o - SS SS SS SS SS SS S SS SS S SS SS —� SS �— SS SS SS SS �� SS"' SS , 126-LF OF 8-IN PVC AT 0.45% / SSMH -01 (EXISTING) O5 SSMH- 5,000= F / A 5,00-SF �J� 2522.62 o /x M t, / � M��Z _ ------ - - ad d / fjllld b llld b � X {� - X 2525 \ _ - — — -- 2526 — — _ _ -- _ B3L12 I / S 2524 / 82a-sF — -2524— o / �2526 2525 — — — — / / A 2525�> SSMH / 2526 / a mm y RAM AAIHI 2526 \ 00 �� 00 ChN O� CL 5/ / B1 L2 B1 L3 61 L1 /�y2 5,507-SF / q"3 5,4 F 5,487-SF / Jti � Sewer Plan and Profile - N Keklik Ave (North Horizontal Scale: 1" = 20' SEWER -JKKLIK & PIL T: Sta.1+10 - 6+20 HORIZONSCALE:1" VERTICAALE: 1" 20' 219-LF OF 8-IN PVC AT 0.45% SSMH-05. / /Q a i - -- - ---- ---------------- ----------- ----------- - ------------------ - � V' x '---- 8>6�'q / 3 2527— i , \ NQLL w u~i O NQ" w u~i O \ NQLL w u~i O N;!c w - 61 L8 O O O , O 6,555-SF N 61 L7 B1 L4 5,481-SF En L5 5,476-SF I B1 L6 5,471-SF , 5,494-SF 0 20' 40' PROPOSED GRADE AT CENTERLINE OF PIPE , _-- -- —_---� PROPOSED 1-IN EXISTING GROUND AT CENTERLINE OF PIPE WATER SERVICE — PROPOSED 12-IN STORM DRAIN PROPOSED 12-IN STORM DRAIN , 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 CD 0 w 9-LF OF 8-IN PVC AT 0.45% II 113-LF OF 8-IN PVC AT 0.45% ---------- L 39-LF OF 8-IN PVC AT 0.45 2530 2528 2526 2524 2522 2520 2518 2516 2514 ICE SSMH-O6 O 48-IN MH PER ISPWC SD-501 STA: 5+84.40, 0.00' 2 SSMH-05 4 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) SSMH -01 (EXISTING) STA: 3+26.01, 0.00' IE OUT: 2510.97, 8-IN PVC (N) 2 48-IN MH PER ISPWC SD-501 RIM: 2525.84± STA: 2+00.01, 0.00'R IE IN: 2509.99, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION , RIM: 2525.11± IE IN: 2509.99, 8-IN PVC (S) AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE IE IN: 2509.32, 8-IN PVC (S) IE OUT: 2509.89, 8-IN PVC (N) IE OUT: 2509.22, 8-IN PVC (N) 2 N V M (O V O tT O O O N C) N 4S V O�2 W O tT r O N O V O (O O W O W W OD M C N M V fD O OO N M V tD N O T M V O O O O O O O^ O r O r 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 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 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+20 312 510 508 506 Sheet Notes: _, Or' =- �%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r WE L A N D 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. maRt 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. Z O y y y ca CID Z n I� y _� O � C0 t CJ� M a °° a M C Revisions 1Q 1. ��SZONAL E4, mot; ��G\ST0 Cfd^ F> a 11568 15�04/07/2022 o 1?Te OF J 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile N Keklik Ave (North) C5,1 0 m 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 2506 2 e10 c B� L1 32 L2 B2 L3 B2 L4 B2 L5 12 L6 c „ 3,914-SF 5,00D-SF-sF 5.ODO-SF 5,ODO-IF 5.ODO-SF 5 00D-sF ■I �II IIIIIIIIIIII -IIII IN 1311111L111 I■ � � 0 3 0 0 � o pp I 0 0 O O O O h \ �+ O , .+ o LLNJ N �N NM NM IV NC V N .. J I `-"ri o 5`l'°/11'ri o "'ri "'- o � I -----2526- --- i FT i v v v v v i W W W W W W W W W W W W W W W W W W W W '90o 1 2 2 2 2 , 2 0 2 00 _ _ _ _ 3+00_ _ _ _ 4+00 _ _ 00 4 SS SS SSI SS SS SIS� S SS ISS SS SS SS S SS SS SS $S `° SS ?s?6 304-LF OF 8-IN PVC AT 1.77% I r" 1H-02 00 = O SSMH-03- M 2 RW RI Z_ 11 ---------------- ' N II D \ \� N o p o p - p o o..o........................?S? e'� o o o 0 Nrn 6 N+ N¢ ii N¢ ii N¢ ii N¢ ' 1 LL'rno �c�'L wrno wrno wrno ,W�o - it I I 3 �I I II3 I I I I I s-I I I I I 3 III I* 3�m III I I �I 33 L1 B3 L1 D B3 L9 33 LS B3 L7 Ci'^•�� �;600-SF 5,00D-8F 5,ODO-SF 5,00D-8F , 5,000-SF 0 N � N Sewer Plan and Profile - W. Yoke St (West) ° 20' 40' Horizontal Scale: 1" = 20' 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 2510 2508 2506 O N N 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. 14.80 - 5+20 , HORIZONTAL SCALE:1" 20' VERTICAL S CALE: 1" PROPOSED GRADE AT CENTERLINE OF PIPE , --- — — — - --------- -- — --------- --- --- — — — - -------- --- — — — — ---------- ---- -------� - --- EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE ' PROPOSED 8-IN WATER MAIN 257-LF OF 8-IN PVC AT 1.77 ■ ■ 4 SSMH-03 PVC AT 77% 48-IN MH PER ISPWC SD-501 STA: 5+03.67, 0.00' 301A OF 81N RIM: 2526.13- IE IN: 2515.46, 8-IN PVC (E) IE OUT: 2515.36, 8-IN PVC A 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 (D N M N to 4S N In 4S N r 4'J N 42 � N 4S N M 4S N In 4S M r LL') M rp LL') M LL') M R LL') V M 4S V N 42 � M N N t6 In N N N N to N N N N � N N N N uJ N N N N lfJ N N N N ui lfJ N N N N O N N N N O N N N N O N N N N O N N N N O N N N N c6 O N N N N O N N N N O N N N N O N N N N O N N N N Sheet Notes: _, i'.2► =- �%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r WE L A N D 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 /NQN-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 y y y ca CID Z � lamI- W _cc O C� 0 � M a °° Lt) a a M � � Revisions Al 1. ��SZONAL ErY mot; ��G\ST0 Cfd^ F> 4 11568 04/07/2022 JTgTe OF �O P�o 4 W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Yoke St (West) C5,11 I I , I I — P n J B2 L6 '' S,00a-sF-sF ' O u moo J 6i LL -- -- , 2526— R/W v W W W W 2 5+00 ;S � $S s�" O SSMH_ R1W 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 I I \ — — — — 4"PIRR 4"PIRR I Ic cunn r / Ic cunn Ic unnn ICulnn _ 4"PIRR 4"PIRR I PIR �7 I I _ _ _ _ ( \ \ \\ —2524— \ �f \ I I I a \ N N \ 2 L12 3, 2-SF / i \ I 32 L7 32 LB\ I 32 L9 I `E12 Ho �sc2 \ B2 L11 S 5,000-SF 5,000-SF-SF 5,2o0-SF-SF I ,O00-SF-SF kOO-SF \ 2S?S <V I 0 0 0 o rrNi ir+i v � +i 12"GIRR W W W W—W W W W W W \ 2 2 0 SS SS i:ss SS S SSA SS SSA SS 257-LF OF 8-IN PVC AT 1.77% so S SO SO D SO t p au SO o �z --------- ------------------- ----------------------- \ II �I I C O V O o ' w(nO w(nO w(nO 33 L7 5 nnn-SF B3 Lc 5 nnn-SF 63 L5 5 nnn SF Sewer Plan and Profile - W. Yoke St. (East Horizontal Scale: 1" = 2G \O rn O + � + + N V N V 6Q 1 \ 12"61RR 12"GI R t IG wnn IL-lalM — °`° t —2528— + s "PRR j 4"PIRR �68 2 SSMH-24 (EXISTING) 5 I � I "SS STA: 3+15.93, 2"W ( OFF: 47.48'R B3 L1 IE: 2522.63 O 4,594-SF I � 2 3 � I I O I � F- Q Z � I c6. LL I � I _ 2 I I STA: 2+70.35, OFF:47.48'R IE:2522.04 3 5,oaa-SF-sF I I 25 c� ) II I r r ( r — rs7w rs7w rs7w Vd n. r v v \ 2 ------------ i _W__W W W W W W ) 2 \ 2 \\ c� / i I B3 L3 7+00 _ _ r \ �'99 ( 5,378-SF -SS—SS �S _SS_S11 x I \ SD SD SD SD SD STA: 2+00.74, o T o ' \ SSMH-04�4 '� OFF' 33.g1'R IE: 2521.60 O \ \ xx 0 Rnnt \ Pnnt \ \ 2526 o \ \ 2525 \ --�� ,------------------ \\ I / i 2530 2528 2526 2524 2522 2520 2518 2516 2514 2512 O12"GIRR 12"GIRR l \ V A 0 20' 40' 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 SEWER - YOKE: Sta. 4 80 - 7+80 HORIZONTAL VERTICALSCALE: SCALE:1" 1" 20' PROPOSED GRADE AT CENTERLINE OF PIPE 77 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 OF 81N PVC A T 177% O SSMH-04 48-IN MH PER ISPWC SD-501 STA: 7+60.85, 0.00' RIM: 2526.10± 2.57-VF IE OUT: 2520.00, 8-IN PVC (W) SSMH-03 4 48-IN MH PER ISPWC SD-501 STA: 5+03.67, 0.00' RIM: 2526.13- 1E IN: 2515.46, 8-IN PVC (E) IE OUT: 2515.36, 8-IN PVC W) EXISTING GROUND ELEVATION AT CENTERLINE OF PIPE PROPOSED AT GROUND ELEVATION CENTERLINE OF PIPE O N O N O N C11N � N � N N � N N � N N � ON N � N N � ON N ON � N � � N N '6V� �N N L6NW r N N O O N SEWER - ALAMEDA (NORTH): Sta. 2+00 - 3+41) HORIZONTAL VERTICALSCALE: SCALE:1" 1" 20' PROPOSED GRADE AT CENTERLINE OF PIPE EXISTING 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' RIM: 2526.72± O SSMH-24 (EXISTING) 48-IN MH PER ISPWC SD-501 STA: 3+31.84, 0.00' RIM: 2527.52+ IE OUT: 2520.66, 8-IN PVC (N) IE IN: 2520.15, 8-IN PVC (S) IE OUT: 2520.22, 8-IN PVC (N) EXISTING GROUND ELEVATION AT CENTERLINE OF PIPE PROPOSED AT GROUND CENTERLINE OF ELEVATION PIPE (O � V N W In N 0 O^ cD N OJ O N V O N N M N N N V N Sheet Notes: _, Or' =- �%- TH E 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r WE L A N D 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. maRt 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 Cz CID Z � IIIIIIIIIIII� � W _cc O � c0 M a °° 00 Ln a a -M N � 2E Revisions 1Q 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> 4 11568 04/07/2022 JTgTe OF 4 W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Sewer Plan & Profile W Yoke St (East) C5,12 0 --- 1 AREA1 -- -- -- —_ _�_��_______�__��_��___� 1 C6.01 I BL OCK 21 Q AREA 4 1 W �I I Q W; Z U 1 W W W W YOKE 3T W W� W Wt��SD—,. W 1 ' 1 SD1 I 1 -a 1 1 ► 1 �'� 1 1 _ BLOCK 3 I � qM 1 W W W PILOT CT / J SD LSD r ME ME ME I � 1 AREA2 v o I _T_________ ___ mmMl 1 C6.02 1 1 1 I � , 1 BLOCK 3 1 1 1 1' Jva I 1 i m WW BECKY CT W 1 1 1 SD�SD W II 1 i SD I I ' 1 1 1 1 ,___�1 � 1 1 i�i AREA5 1 4 _____L�9�-L Z_________O� ____BLOCK3AW ___________ _____Oil i ■ 1 ' W W W W ALTITUDE ST—V W W—-W--,-. w C6E06 1 1 1 1 \ n 1 x IIII � I a' � III 1 w lU BLOCK 4 AREA 3\ \�� W W W W AILERON ST °° W W-4 W 1 1 C6.03 1 1 1 r � 1 BLOCK 1 1 I I Drainage & Utility Overview W BECKY DR %- TH E LAND GROUP C _ 9CLn y !c *00 C1 Cc CJ � M °° a 00 _coo �CZ _ �2t Revisions zl� 1. �sotinl� N, ♦ E o4w ���rs-ERFp Gl� I4i 11568 04/07/2022 sq E of `P�o Project Nc.. 120194 Date of Issuance: 04,07.2022 Project Milestone: Permit Set Drainage & Utility Overview Horizontal Scale: 1" = 70' 0 70' 140' 29-LF OF 12-IN PVC AT 0.25%- ElSTORM 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 1 "W 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 B1 I O ONE (1) 6-IN FIRE HYDRANT 5,492- °O STORM INLET 1.2[ INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 I RIM: 2525.01± SUMP:2521.32 IE IN: 2522.32, 12-IN PVC (W) 8 I IE OUT: 2522.32, 12-IN PVC (E) 18-LF OF 12-IN PVC AT 0.25% p 4"PIRR 4"PIRR 4"PIRR - 1 90" -Ob IE: 2522.27 (7� 4"PIR rn n 21-LF OF 12-IN PVC AT 0.25% INFILTRATION BASIN 1 �1 0 o i I I I ( I I z II I ( I I it c I B2 L1 y1B2 L2 3,914-Sr 5000-51' I I I I 31-LF OF 12-IN PVC AT 1.49% 00 I I I A" 15 I I I I I t j o � rn \ � U \ I z I � � ONE (1) 8-IN (FL x FL x MJ) TEE TWO (2) 8-IN (FL x MJ) GATE VALVES i i B1 L3 I - 8"SS I i Tn I� I I STORM INLET 1.3 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 (N) - 8"W Q25=0.26 CFS Q1oo=0.37 CFS Q25=0.23 CFS Q1oo=0.32 CFS I® 4"PIRP I� Sheet 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 I 1 1 STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS 1 I I ARE PERMITTED WITHOUT PRIOR APPROVAL. - - - - - 4"PIRR "PIRR - - - 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I - 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 BLOCK 2 mm ------------------ v --------------------------------------------------------------- 8"W 9N 8"W 8"w 8„W 2 2 M 2 2 - - 8' S 8"SS 8"SS 8„SS 8" W YOKE ST ' BLOCK 1 1 '"w ° �, 2 I 7 29-LF OF 12-IN PVC AT 0.25% i IE: 2523.20 2 STORM INLET 2.1 IE: 2523.26 2❑ INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 I � I I STORM INLET 2.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2525.90± \ RIM:2525.22± SUMP: 2522.35 n aO n n \ SUMP:2522.26 IE OUT: 2523.35, 12-IN PVC (E) LL LL N 90 9p I n 11 \\ I IE OUT: 2523.26, 12-IN PVC (S) 2 2 N M 011 o \1 STORM INLET 2.2 TN 23-LF OF 12-IN PVC AT 0.25% INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 0 o 03 cn RIM: 2525.90± 26-LF OF 12-IN PVC AT 0.31 % SUMP:2522.28 Iy IE IN: 2523.28, 12-IN PVC (W) n a I I B3L11 IE OUT: 2523.28, 12-IN PVC (E) m Y I I 5,007-st, _J I I I I B1 L5 5,476-SF U LL I I INFILTRATION BASIN 2 �1 � � I I 3.2 I I I I B3 L12 11 W � I I 7,828-SF 4"PIRR 29-LF OF 12-IN PVC AT 0.25%- a EISTORM INLET 3.1 I o N INFILTRATION BASIN 3 1❑ INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 ^ " IE: 2523.I 6 RIM:2526.44± SUMP:2522.90 p SO I I IE OUT: 2523.90, 12-IN PVC (E) LL LL I ci I % STORM INLET 3.2 13 ci I INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 I RIM: 2526.44± 28-L1­ OF 12-IN PVC AT 0.25% SUMP:2522.83 ) B3u3 IE IN: 2523.83, 12-IN PVC (W) 15 I 5,o0o-SF IE OUT: 2523.83, 12-IN PVC (E) L2524�29/ 29-LF OF 12-IN PVC AT 0.50% STORM INLET3AF2 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 2 T" IRIM:2527.12± B1 a SUMP: 2523.44 5,474-SFsF IE IN: 2524.44,12-IN PVC (S) IE OUT: 2524.44,12-IN PVC N I 1 1 ` 9O' 450 8-IN ELBOW III L8 \\ snx s.5575F-SFEl STORM INLET 3.3 29-LF OF 12-IN PVC AT 0.50%- INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 0� RIM: 2527.12± SUMP: 2523.58 IE OUT: 2524.58, 12-IN PVC (N) I- 4 o IRR sa Drainage & Utility Plan Area 1 4"PIRR Q25=0.23 CFS Q100=0.32 CFS -- v v --- -- -- ---- W w----------- - 119-LF 8-IN C900 g W „ D 2 2 _ "S$ ONE (1) 8-IN x 4-IN TEE (MJ x FL) 2 1 ONE (1) 4-IN GATE VALVE (FL x MJ) s� Q25=0.23 CFS Q,,,,,=0.32 CFS 4"PIRR 1� TIM I I ONE (1) 8-IN TEE (FL x FL x MJ) TWO (2) 8-IN GATE VALVES (FL x MJ) 1� B3 L16 5,001 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. B2 L6 ' 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 5,000-sF 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. STORM INLET 16.1 7. LABELITAG 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. 2. POTABLE / NON -POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN WATER NOTE NO. 3 ON THIS SHEET FOR MORE INFORMATION. 3. WATER METERS. cn Q25"-39 CFS 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN Q -0.54 CFS 1 �_ 22-LF OF I2-IN PVC STANDARD DRAWING W2. _ _______ _ 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 576-LF 8-IN C900 STANDARD DRAWING W3. 8.1w 811W 8..W 1 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN >e 90o STANDARD DRAWING W4. 2 m 2 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER - _ A CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE INFORMATION. m $ SD 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF 025=0.39 CFS MERIDIAN STANDARD DRAWING W-13. ------------------ - - - - - - - - - --- Q1ao=0.54 CFS 2 --- ----- 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. N 9 Oo_ - 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING SW3. 8. REMOVE AND DISPOSE EXISTING BLOW -OF ASSEMBLY. CONNECT TO EXISTING ai 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD (SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. STORM MH 16.3 3,2 48-IN MH WITH FLAT LID PER I Storm Drainage Keynotes: 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 (N) INFORMATION. E IN: 2523.21, 12-IN PVC (3) 2 TYPE I INLET CATCH BASIN PER ISPWC (ACHD SUPPLEMENT) SD-601. ' IE OUT: 2523.21, 12-IN PVC (E) 3. SHALLOW INLET DETACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715. 7-LF OF 12-IN PVC AT 0.43% STORM INLET 16.2 El 4. SHALLOW INLET ATTACHED WALK PER ISPWC (ACHD SUPPLEMENT) SD-715A. B3 L7 INLET PER ISPWC (ACHD SUPP 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC (ACHD SUPPLEMENT) SD-611. 5,000-sF ' RIM: 2525.93± SUMP:2522.24 Legend: IE OUT: 2523.24, 12-IN PVC (N) 4 P f((T�) + I -UF1 -------------- v -- ----------------------- B"w $'� 275-LF 8-IN C900 $"w 2 2 W PILOT CT a 8"SS ONE (1) 8-IN x 6-IN TEE (MJ x FL) 8"SS 8"SS , ONE (1) 6-IN GATE VALVE J INSTALL 33 LF 6-IN C900 WATER MAIN ONE (1) 6-IN FIRE HYDRANT 6 x 22-LF OF 12-IN PVC AT 0,25 % 2 a I ;i STORM INLET 7.1 F - 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 5,001 ' 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 R 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 3" 8"W THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE a BEDS, DRAINAGE SWALES). a a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 3„S?i SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER I al SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE a PUBLIC WORKS INSPECTOR. w � 3.2 0 20' 40' �% �� LAND GROUP O y Q y y C lam O Cc 0 E � M a °° 00 CID aa c C\J - c G Revisions Al 1. S Cf��,O' Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 1 C6,01 o \ / Horizontal Scale: 1" = 20' Q25=0.23 CFS I I- - --- Q1ao=0.32 CFS R/ - AREA 1 : C6.01 _ R/W - PleAl W _ RW MMML- tii, -�, - wi eiw rl 22-LF OF 12-IN PVC AT 0.25% 3.3 - _ / \ OD � STORM INLET 7.1 I 3 2 1 I IE: 2525.68 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 $p RIM: 2527.20± 7 I d ! Q25=0.25 CFS SUMP: 2523.64 '9 I Q1no=0.35 CFS IE OUT: 2524.64, 12-IN PVC (W) 24-LF OF 8-IN C900 AT 0.50% � I STORM MH 7.3 a El STORM INLET 4.1 � � � i 48-IN MH WITH FLAT LID PER ISPWC SD-611 SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715A U � o II I RIM: 2526.19± I h RIM:2527.20± o SUMP:2522.58 111 SUMP: 2524.80 �' rr IE IN: 2524.58, 12-IN PVC (E) B3 L29 B3 L28 IE OUT: 2525.80, 8-IN PVC (W) / oN � li _ IE OUT: 2524.58, 12-IN PVC (S) 5,0001 5,0001 > STORM MH 7.2 El �1 INFILTRATION BASIN 4 z 48-IN MH WITH FLAT LID PER ISPWC SD-611 / RIM: 2526.75, o SUMP: 2522.37 23 IE IN: 2524.37, 12-IN PVC (N) 6 a IE IN: 2524.37, 12-IN PVC (E) IE OUT: 2524.37, 12-IN PVC (S) 22-LF OF 12-IN PVC AT 3.73% ( I LL STORM INLET 7.2 o r ! INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 r o RIM:2527.73± II �1 INFILTRATION BASIN 5 o o o $ SUMP:2524.19 =0.25 CFS IE OUT: 2525.19, 12-IN PVC "PIRR 4"PIRR " Q2a- (� 4"PIRR 1 A� Q100=0.35CFS - - - - -� l IE:2524.18 \ � SD S I \ INFILTRATION BASIN 7 �1 �STORM INLET 5.1 _ _ _______ - i 1 w 8. 56-LF OF 12-IN PVC AT 0.27% / \ / SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715 15-LF OF 12-IN PVC AT 0.25% n BLOCK 3 RIM:2527.78± I I ) SUMP: 2525.71 STORM MH 7.1 5 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2526.71 ± SUMP: 2522.33 12 1 STORM INLET 6.2 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2528.70± SUMP: 2525.25 IE OUT: 2526.25, 12-IN PVC (W) F INFILTRATION BASIN 6\v 13-LF OF 12-IN PVC AT 0.75% ❑5 STORM MH 6.1 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM:2527.64± SUMP:2524.04 \ / IE IN: 2526.04, 12-IN PVC (E) SD IE OUT: 2526.04, 12-IN PVC (N) 28-LF OF 12-IN PVC AT 0.75% 7-1-F OF 12-IN PVC AT 0.86% 2] STORM INLET 8.1 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.81 SUMP: 2524.98 IE OUT: 2525.98, 12-IN PVC (E) �1 INFILTRATION BASIN 8 IE:2525.09 - - 74-LF OF 12-IN PVC AT 0.43% SD SD -SO I o � 76-LF OF 12-IN PVC AT I I 1 1 1 1 1 1 Drainage & Utility Plan - Area 2 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: 0 NLET PER ISPWC O IE I 3.2 I� 22-1 I _T 1� 8-IN ELBOW 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/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: 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 5 OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN N 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 SIX (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 ❑2 CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE INLET P R 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). 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 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' \\ OF 10M �A_ �#- r�WE LAND GROUP O y y y C lam y IIIIIIIIIIIIII� _cc O cc 0 a E co °° 00 Cz a co� a co Revisions 1. ��SZONAL EN �04 ��G\STERFp Cfd Fr 4 11568 04/07/2022 JTgTf OF \O 4 W.(iV' Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 2 r \ ' / Horizontal Scale: 1" = 20' � B1 L12 [C 41,648-SF a STORM INLET 9.3 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% la 4"SS 76-LF OF 12-IN PVC AT 0.26% �1 INFILTRATION BASIN 9 2 STORM INLET 8.3 - - - INLET PER ISPWC ACHD SUPPLEMENT)SD-601 IE: 2525.00 S� I ( RIM:2528.20± IE:2525.30 / SUMP: 2524.66 �-----------' ---- IE OUT: 2525.66, O 12-IN PVC E ------ \ 7-LF OF 12-IN PVC AT 0.86% so 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 IN: 2525.51, 12-IN PVC (S) _ a IE OUT: 2525.51, 12-IN PVC (N) q I I G►b5�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%- 1T 906 45° 8-IN ELBOW o 811SS 1 / bh 90 / 425=0.63 CFS 0100=0.88 CFS -- 45° 8-IN ELBOW - 3.2 2 I I N �� o la I I I Y I I J L U eels SS Y 5,470-SF I I I � �II O I I I 29-LF OF 12-IN PVC AT 0.25% I I I 4"PIRR 4"l2 STORM INLET 10.2 - EP EP EP INLET 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) EP EP 34-LF OF 12-IN PVC AT 1.14% EP EP tH EP SP I I By I � II B 4S ( $ LL LL U U \ \ IL \ 45° 8-IN (FL x FL) ELBOW \ 45° 8-IN (FL x FL) ELBOW INFILTRATION BASIN 10 I U Q25=0.63 CFS Q1n0=0.88 CFS , 105-LF 8-IN C900 8"W 8"W c 1 r 8"SS 8"SS - 2 � 2-IN PVC AT0.25% "�7 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 �1 4"PIRR 4"PIRR I AR A (C6.02) A` - 13 I SUMP: 2523L41 IE IN: 2525.41, 12-IN PVC (N) IE IN: 2525.41, 12-IN PVC (S) IE OUT: 2525.41, 12-IN PVC (W) 4"PIRR I I I i � 2 U 0 I 00 'W I I iI iI STORM INLET 8.4 o p INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 o RIM:2528.20± n SUMP: 2524.66 190 0� IE OUT: 2525.66, 12-IN PVC (W) 3 1 B3 L46 U U I 5,000-SF M a 22-LF OF 12-IN PVC AT 0.25% 0 = to 5 Q STORM MH 8.3 Y 25 48-IN MH WITH FLAT LID PER ISPWC SD-611 W ` RIM:2528.34± LU SUMP: 2523.60 VIE IN: 2525.60, 12-IN PVC (W) IE IN: 2525.60, 12-IN PVC (E) IE OUT: 2525.60, 12-IN PVC (N) V ONE (1) 8-IN x 6-IN (FL x MJ) TEE C'3 4' ONE (1) 6-IN GATE VALVE Q 1 INSTALL 8 LF 6-IN C900 WATER MAIN ED ONE (1) 6-IN FIRE HYDRANT 6 j �-\ \ Z rn '-- v 8-IN C900 r �J 8-"SS � ONE (1) 8-IN TEE (FL x FL x MJ) TWO (2) 8-IN GATE VALVES (FL x MJ) 84 L7 I 84 L6 5,000-SF 5,000-SF I STORM INLET 10.1 3 84 L11 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 6-IN C900 WATER MAIN ONE (1) 6-IN FIRE HYDRANTn6 8"W 2 *SS 8"SS 14-LF 8-IN C900 3 CV [ 4 Drainage & Utility Plan - Area 3 8"W 1"PIRR 8"W R i 4 PIRR - - B3 L48 5,000-st, _--___-__ 252-LF 8-IN C900 8"W S 8"SS 8 W ALTITUDE ST 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. BLOCK 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. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. METER SHALL HAVE TRAFFIC RATED LID. Water Keynotes: 3.2 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 R/W 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. 8"W 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN a STANDARD DRAWING W3. ' 2 a � 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN _ rn STANDARD DRAWING W4. S ,o�+ 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. - 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION)PER CITY OF _ - MERIDIAN STANDARD DRAWING W-13. R/W _ 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING We. 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING w SW3. 3.2 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 84 L5 84 L4 ' 5,000-SF 5,000-SF I I BLOCK 4 I 4"PIRR 4"PIRR ,4"PIRR B4 L13 5,000-st, �v = 8W 8"W gW E 2 - 2 ;°S - 8„S 8„SS 8"S - W AILERON ST 3 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 5,000-81' 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 N0. 1. 2. I 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 I ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3.2 rA 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 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 179-LF 8-IN C900 SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). W „W 8 a 8 W 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER 2 2 2 a 2 THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE _ - BEDS, DRAINAGE SWALES). 8"SS - m ° �� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER rn SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER T SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. = R/W RJ 3.2 3.2 0 20' 40' \\ �"-�' �A �����THE rc / LAND GROUP O y y y C Z � n V3 cc Ir O Ir cc0 t � M a °° a a co � M Revisions 1Q 1. ��SZONAL EN �04 ��G\57ERFp Cfd^ Fr c� a 11568 04/07/2022 1p JTgTf OF �OPx 9 W. T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 3 r Horizontal Scale: 1" = 20' =%,=063940,FS, 76-LF 8-IN 8-IN C900C900 / 0 8 8"SS - ' - W C RVVro I 1 I I I 4"PIRR 4"PIRR BLOCK 2 I® STORM INLET 16.1 ❑2 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2525.78± SUMP: 2522.26 IE OUT: 2523.26, 12-IN PVC (S) Z -8„ S- Q25=0.39 CFS Q,""=0.54 CFS I I ❑ O � 4"PIRR I I L- --�-- L PIRR ^plpR ' B2 L12 3,142-SF B2 L9 B2 L10 B2 L71 5,200-SF 5,01 5,01 25 CD T El STORM INLET 16.5 2 STORM INLET 16.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2526.08± RIM: 2525.58± SUMP: 2522.39 SUMP: 2521.89 IE OUT: 2523.39, 12-IN PVC (S) IE OUT: 2522.89, 12-IN PVC (S) 22-LF OF 12-IN C900 AT 0.22% q 3.2 O 12"GIRR 12"GIRR 12"GIF R � L 1 Ic ulnn � 1 u - - - 12"GIRR 12"GIRR - 8 y 4"P RR - - -4°PIRR - - - 4„PIRR - - I ---- I I I I I I I I "SS 2"W 63 L1 I 90 I 4,594-SF __A� 3 Q 0 3.1 Y 2 W I W cc U ' I V I � I I � I I � I I I Z I76.5 I 63L2 v I I I 5,e00-sF I 24-LF 8-IN C900 � 9 025-0.39 CFS Q =0.39 CFS n --------- Qm0=0.54CFS v '� too=0.54CFS �F8\NOg00 1 ------------------ 1 -- - --- -------- 2 8'W 8"W �O - 8"W 8" g W �� W YOKE ST ' 2 1 22.5°8-IN ELBOW 33L3 - 9 5,378-SF 8"SS g"$$ $11SS 8"SS - 8„SS SO SD 145-LF OF 12-IN C900 AT 0.26% SD SD SD 190. G D SD SD SD SD G� ONE (1) 8-IN x 6-IN (FL x MJ) TEE 2 7-LF OF 12-IN C900 AT 0.21 % 86-LF OF 12-IN C900 AT 0.27% �p G ONE (1) 6-IN GATE VALVE - -------------- - ------ -- ----- ---- -------- - ------ INSTALL 24 LF 6-IN C900 WATER MAIN ------------------------------------- Q25=0.39 CFS ONE (1) 6-IN FIRE HYDRANT 0 Q 0.54 CFS Q25 -0.39 CFS oo= inSTORMMH 16.2 Q180= 0.54 CFS 22-LF OF 12-IN PVC AT 1.55% 48-IN MH WITH 3.1 2 STORM INLET 16.4 RIM:2525 20± FLAT LID PER ISPWC SD-611 O STORM MH 16.4 El I INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 SUMP: 2520.84 48-IN MH WITH FLAT LID PER ISPWC SD-611- 12"GIRR STORM MH 16.3 5 RIM: 2528.21± IE IN: 2522.84, 12-IN PVC (W) RIM: 2526.07± 48-IN MH WITH FLAT LID PER ISPWC SD-611 SUMP: 2521.85 IE IN: 2522.84, 12-IN PVC (N) SUMP: 2521.05 12"GIRR RIM: 2524.82± IE OUT: 2522.85, 12-IN PVC (N) IE IN: 2522.84, 12-IN PVC (S) IE IN: 2523.05, 12-IN PVC (S) SUMP: 2521.21 IE OUT: 2522.84, 12-IN PVC (E) IE IN: 2523.05, 12-IN PVC (N) IE IN: 2523.21, 12-IN PVC (N) IE OUT: 2523.05, 12-IN PVC (W) IE IN: 2523.21, 12-IN PVC (S) - / 51-LFOFI2-IN PVC AT0.22%-------------- IE OUT: 2523.21, 12-IN PVC (E) / _ \ ` \ 7-LF OF 12-IN PVC AT 4.86% 1 _ _ 7-LFOFI2-IN PVC AT0.43% I ��----------- I STORM INLET 16.6El STORM INLET 16.2 F-2 I IE: 2522.70 - ? / / INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 B3 L5 / i RIM: 2526.08± i /SUMP:2522.39 RIM: 2525.93± 000-SF-sF / / i / IE OUT: 2523.39, 12-IN PVC (N) SUMP:2522.24 I � I \ IE OUT: 2523.24, 12-IN PVC (N) \ \ -22-LF OF 12-IN PVC AT 0.25% 8"W _ BLOCK 3 4"PIRR 4"PIRR B3 L18 B3 L19 5,000-SF 5,000-SF 'IV, � 7 Vv� �IM v ------------------------- -------------- - ------- - g 81W 8�W 81W 2 0 2 I 2 11.25° 8-IN ELBOW 2 8"SS c 8"SS 8-,SS --- "SS a W PILOT CT 3 ---------------- �_ 3.2 3.2 51F OF 12-IN PVC AT 1.20% w STORM INLET 102 INLET PER ISPWC SD-601 RIM: 2526.95± SUMP: 2523.41 1 BLOCK 3 IE OUT: 2524.41, 12-IN PVC (N) I -Area s:a. Drainage & Utility Plan 4 Horizontal Scale: 1" = 20' �1 INFILTRATION BASIN 16 450 8-IN ELBOW 4"PIRR 4"PIRR ` 4"PIRR 411PIRR - q"PIRR / 4"PIRR 1 \ \ \ 1 B3 L20 5,517-SF I I \ \ \ B3 L22 I \ \ \ B3 L21 4,850-SF 4,875-SF / 216,936-SF v STORM INLET 15.1 El INLET PER ISPWC SD-601 RIM: 2526.95± I SUMP: 2523.41 IE OUT: 2524.41, 12-IN PVC (S) I \ \ / 24-LF OF 12-IN PVC AT 0.25% 3.2 _----------_ \ \ \ \ / INFILTRATION BASIN 15 025=0.77CFS 1 ONE (1) 8-IN x 6-IN (FL x FL x MJ) TEE \ Q / a o0=1.07 CFS ONE (1) 6-IN GATE VALVE \ IE: 2523.51 v - --- INSTALL 37 LF 6-IN WATER MAIN 8 W90 -'---____- v -- ------ O ONE (1) 6-IN FIRE HYDRANT 1 ° } W 160-LF 8-IN C900 ONE (1) 8-IN (FL x FL) 45° ELBOW 4-LF 8-IN C900 8"$s 2 811W \ O� y 1� 8„S - 8" 2 006 SD - 8"SS - ONE (1) 8-IN (MJ x FL) 45° ELBOW SO-SD12g'LF OF 12SD �O ONE (1) 8 x 6 (FL x FL) TEE c - IN PVC AT 0.50% 8"SS ONE (1) 6-IN (FL x MJ) GATE VALVE (HYDRANT) a Qzs=0.77 CFS aoo=1.07 CFS 3 ' ONE (1) 8-IN GATE VALVE (MAIN) '- SD-Sl>� 1 SD � � o� 2 11 I I i STORM MH 15.2 5 I STORM MH 15.1 48-IN MH WITH FLAT LID PER ISPWC SD-611 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2527.05± 28-LF OF 12-IN C900 AT 0.25% RIM: 2526.79± SUMP:2522.35 � r0 �19' SUMP:2521.71 IE IN: 2524.35, 12-IN PVC (S) EISTORM INLET 15.3 82.1° to \ IE IN: 2523.71, 12-IN PVC (W) IE IN: 2524.35, 12-IN PVC (N) INLET PER ISPWC SD-601 - \ IE IN: 2523.71, 12-IN PVC (SE) _ IE OUT: 2524.35, 12-IN PVC (E) RIM: 2525.82±� goo IE OUT: 2523.71, 12-IN PVC (NE) SUMP: 2522.78 Q25-1.07 CFS \ a I 3 IE OUT: 2523.78, 12-IN PVC (NW) cc 12"GIRR GIRD 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 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. I 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. 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 We. ' 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: 0 20' 40' 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. N111111 OF 10M �A_ �#- r�WE THE LAND GROUP O y y y C Z � lam n y _cc O Cc 0 M a °° 00 _Cz �co a a CY)� co Revisions Al 1. SZONAL �04 EN G\STEREO Qf Fr c� a 11568 04/07/2022 J`�gTe OF 9W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 4 r , L I -LW - 4"PIRR - 8"W - _- U L 3.2 d w 3.2 5-LF OF 12-IN PVC AT 1.20 % ElSTORM INLET 15.2 INLET PER ISPWC SD-601 RIM: 2526.95± SUMP:2523.41 IE OUT: 2524.41, 12-IN PVC (N) ' 11L2SF ,0 7 B3 L26 5,044-SF I I _ 1 4'PIRR sam Drain $s Horizontal Scale: 4"PIRR e & Util 1"=2U' 4"PIRR Plan - Area 5 B3 L25 5,385-SF -�s SS - 2:JS'S -SD DF7__PVCATO. S ONE ONE (MJxFL) TE ELBOW s IN SD - SD 128 L- SS / 8 x 6 (FL x FL) TEE 025-0.77 CFS -SD 50% ONE (1) 6-IN (FL x MJ) GATE VALVE (HYDRANT) k0=1.07 CFS SO -S 1 ONE (1) 8-IN GATE VALVE (MAIN) -, -STORM MH 15.2 5 W PI LOT CT SO o �� 2 STOR M MH 15.1 48-IN MH WITH FLAT LID PER ISPWC SD-611 �48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 2527 05- \ 28-LF OF 12-IN C900 AT 0.25 % X RIM: 2526.79± SUMP: 2522.35 2 82.1° 19, SUMP: 2521.71 IE IN: 2524.35, 12-IN PVC (S) AREA 4 (C6.04) EISTORM INLET 15.3 \ ; IE IN: 2523.71, 12-IN PVC (W) E IN: 2524.35, 12-IN PVC (N) NLET PER ISPWC SD-601 IE IN: 2523.71, 12-IN PVC (SE) WIE OUT: 2524.35, 12-IN PVC (E) M: 2525.82±- o0It UU M 4"PIRR 4"PIRR 4"PIRR SUMP: 2522.78 p25=1.07 CFS \ IE OUT: 2523.78, 12-IN PVC (NW) p 0.77 CFS \ fo0= \ 145° 8-IN ELBOW I a I I I Cr I I v I I 83 L23 I 4,732-SF 66 I I I I I I I 20 I; WATER EASEMENT I ; i 66 40-LF OF 12-IN C900 AT 0.25% / STORM INLET 14.3 ' INLET PER ISPWC (ACHD SUPPL RIM: 2528.49± SUMP: 2524.80 IE OUT: 2525.80, 12-IN PVC (SW 7%FOl u -IN PI VC AT 0.25% v TiSD 7 ' I I I I E: 2525.50 I I I I I I Iv I I I U I I 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) _ a IE OUT: 2525.70, 12-IN PVC (E) INFILTRATION BASIN 14 1 1 1 Q7 a � c I I I I I i I 1 I I I I I I I l� a I^ o °J o o II rn � N I 1 I I I I I I I I 1 1f o� v h It I� I I I I I I 0 20' 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. 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/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 WIS. 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: �0 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 -J BLOW -OFF ASSEMBLY �- GATE VALVE FIRE HYDRANT - SINGLE WATER SERVICE -�� DOUBLE WATER SERVICE EXISTING WATER MAIN EXISTING BLOW -OFF ASSEMBLY EXISTING GATE VALVE EXISTING FIRE HYDRANT B"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. \ /F� %TH E WIWILAND =GROUP O y y y C Z J CO) cc O Cc O IN=Q a E co a5 ') 00 00 _c �Cz a z E5 LY aCY)cli Revisions U 1. ��SZONAL ErY mot; ��G\STE/iPp Cfd^ F> c� a 11568 04/07/2022 JTgTe OF \OP,�,o�, 4 W.(iV'" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Drainage & Utility Plan - Area 5 BLOCK 3 - ---------- --------------- ---------------- - g"W g"W 8„W 8„ 2 0 2 2 S g"cc 8"SS - - W ALTITUDE ST -R W I B4 5,oao- sF I I IBLOCK 4 I ' B4L15 5,000-SF I - 8„W 8' SS W Al L ERON ST 1 L21 B1 L22 171 SF ' 1,071-11 BLOCK 1 I --4- $� 1 B4 L16 5,000-SF 4"PIRR 8"W 8"SS - B3 L52 6,042-SF 3.2 3.2 = 22.5" 8-IN ELBOW �4(F87�C9p0 �� 2 45' 8-IN ELBOW STORM INLET 13.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2528.31± SUMP: 2524.95 IE OUT: 2525.95, 12-IN PVC (E) I � B4 L1 4,958-SF n I I I I I I I I 129-LF OF B4 L18 15,788-IF II I 4"PIRR II I I I 1 1 I I irl I I I �1 INFILTRATION BASIN 12 II I I I 1 I IE: 2526.5 B4 L17 5,000- ril STORM INLET 13.1, o INLET PER ISPWC (ACHD SUPPLEMENT) SD-601i RIM: 2529.13± SUMP: 2525.60 IE OUT: 2526.60, 12-IN PVC (NE) w LF OF 12-IN PVC AT 8"SS 3 1 025=0.63 CFS ---- 0100-0.88 CFS ElSTORM INLET 12.1 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM:2529.40± SUMP: 2525.79 IE OUT: 2526.79, 12-IN PVC (N) s;a Aimiiiii, Drainage &Utility Plan Area 6 B1 L24 5,070-SF �LL U U a� d I� 00 �m 1 �z2 ` 1 0 1\ 1 1 LLLL 1 1 � 1 U U i o 0C3 O `900 IC AT 0.25% p I C� C7 W I W LJJ W a al Z 6So� �6 12-IN PVC AT 8-LF 8-IN - 8"W . rr 8"SS as 13.1 I I cc a v B1 L25 ,247-SF v 3 ► a v I ► ► / I INFILTRATION BASIN 13 � I / I 22.5° 8-IN ELBOW IE:2525.80 / D / � I I Q 0-LF OF 12-IN PVC AT 0.25% a 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) of I I "LL i i Ic c / I C2 / to I J Z Up STORM MH 13.1 I o A ti la 48-IN MH WITH FLAT LID PER ISPWC SD 611 rn l� RIM: 2527.94± / " T \ SUMP: 2524.33 IE IN: 2526.33, 12-IN PVC (W) bk IE OUT: 2526.33, 12-IN PVC (N) 24-LF OF 12-IN PVC AT 0.82% / 4"P / STORM INLET 13.2 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) / INSTALL 18 LF 6-IN C900 WATER MAIN ONE (1) 6-IN FIRE HYDRANT 6 / ONE (1)8x8x8x6(FLxFL)CROSS ONE (1) 6-IN (FL x MJ) GATE VALVE (HYDRANT) / THREE (3) 8-IN GATE VALVES (MAINS) U I z J M i �i I I i i o 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: �0 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/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. 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: �0 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 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. '11111 0r r1i.� too';/ THE LAND MaRt O y CA y C n W _cc O cc 0 E � M a °° 00 _� �� z Cz a Ln a M� co Revisions 1Q 1. s,oNAL p 4�04 GISTERF0 11568 D4/07/2022 JTgTe OF \Go�, 4 W.(iV'" Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Construction Documents Drainage & Utility Plan - Area 6 $s \ / Horizontal Scale: 1" = 20' 0 20' 40' I 1i 1.2 9 9 4"PIRR 4"PIRR SD STORM MH 1.1 I I 6.05' TB: 24.22 / � IE: 2522.22 -7.96'' II I 3 INFILTRATION BASIN 1: 1fl 3 I VOLUME: 1,600 CU FT o 14.0:1 / I BOTTOM OF BSM: 2521 E] EST. HSGW: 2520.22 t' 4.01 I INFILTRATION WINDOW: 135 SF BE: 22.22 INFILTRATION RATE: 3 0 IWHR ISM LAYER) l I EST. BOTTOM OF ROCK: 2517.0 I I I I 5' LI I I 3948E I I'� �I I I! I MI I m I! I I I II I I I I I 4.0:1 I I BB: 22.22 I I I 1 I 3 I I 5.95' IE:2522.22 1 / 8.06' <n of TB:24.22 2526, Al,, Infiltration Basin 1 Scale: 1"=10' I I -- -- 3 3 cl V s RO R/W 4"PIRR INFILTRATION BASIN 4: EIEIVOLUME: 275 CU FT BOTTOM OF BSM: 2523.68 EST. HSGW: 2520.8 INFILTRATION WINDOW: 12 SF INFILTRATION RATE: 7.0 IWHR (GP LAYER) EST. BOTTOM OF ROCK: 2519.75 6.69 4' 4 Qh 5' 14.0:1 Cq 1 Cq ®IM IE *4R4 I / / l 4.04 75 03, I �N I / II � t 9 I 4'F I MH 7.3 SO SD - STORM INLET 4.1 I � I o I 1 \ I I R/W 5.59' No 9js 3 / TI 6.54' IE: 2523.26 -So I 1 N \ : �E:2523.20 ORM INLET 2.2 `' 40:1 ; BB:2320 I � I � I � 11 1 I I RIC' I I I 40.1 i� I 'I 4 -I I 6.86' - I I l I I I , I MII � I I I I I I I 1 TB: 24.70 I I I I I 7.18' BB:23.20 --- B3 L12 7,828-sF Infiltration Basin 2 Scale: 1"=10' 1 9 l S.03, I / I / -2528J EIMINFILTRATION BASIN 5: VFII I IMF. qnn 211 FT 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 1 I I / I R 192' - w ` 2' 3.38' I 40:1 n I I I ivx BB: 26.28 I I 14.01 12I III: 27.28 I t I 000,oe,e°o 0 I i i i i I I I I � I I x x I � 83F12 7,828-SF Sheet Notes: I I ` ''- ��% TH E � 4"PIRR 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. r/ / LAND I 9 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 �� 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. BB: 23.76 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE ffI 13 1 I 5.53' BY THE FOLLOWING ABBREVIATIONS: 2526 STORM INLET 3.2 I I I I BB - BOTTOM OF BASIN N I BM - BOTTOM OF BERM I I N I FF - FINISH FLOOR D SD S4 SO I INFILTRATION BASIN 3:El [fl FG - FINISHED GRADE II 4.0:1' VOLUME: 1,780 CU FT FIL I I I BOTTOM OF BSM: 2521.76 G- GRADE B I�: 2523.76 ' I I GB -GRADE BREAK 1 EST. HSGW: 2520.4 HP - HIGH POINT LIP - LIP OF CURB Id I I INFILTRATION WINDOW: 63 SF I N LP -LOW POINT 4.01 N I INFILTRATION RATE: 7.0 IN/HR (GP LAYER) MX - MATCH EXISTING ! EST. BOTTOM OF ROCK: 2519.0 TA - TOP OF ASPHALT INFILTRATION BASIN 2: I TBC -TOP BACK OF CURB VOLUME: 1,295 CU FT 1 2 I I v TB - TOP OF BASIN BOTTOM OF BSM: 2521.20 I I I TO - TOP OF CONCRETE TG - TOP OF GRAVEL EST. HSGW: 2519.7 3 I 1 TM - TOP OF BERM aZ I I TR - TOP OF BRIDGE INFILTRATION WINDOW: 108 SF / INFILTRATION RATE: 3.0 IN/HR ISM LAYER) i i i I TW -TOP OF WALL EST. BOTTOM OF ROCK: 2518.5 I .)1--g' B3 F 34 5.46' I 25 5,t 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 00-" 1 I I 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND I PROFILE SHEETS. I R7.5' 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND UTILITY PLANS. BB:23.76 I I I Sheet Legend: DRAINAGE WINDOW RIPRAP I 3 � L i BIORETENTION SOIL MEDIA IE:2524.29 6.3' i I i � i TB:25.78 �_ -�� 9 Keynotes: ----0 Q Q 5.79' r S rs o 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER 2> � 3 Infiltration Basin 3 Scale: 1"=10' I I 3 o I � m 4"PIRR 4"PIRR 4"PI IR o I M w I FL: 26.35 o 3 TB: 26.94 a 6.68, r �I C. �I I N I I I� Io� IN II qs, I1CF 9 618' !� 'O. I o ' �� INFILTRATION BASIN 6: / 2 VOLUME: 370 CU FT * 41� BOTTOM OF BSM: 2523.94 STORM MH 7.2 EST HSGW: 2521.6 A I 3 INFILTRATION WINDOW: 16 SIF INFILTRATION RATE: 7.0 IWHR (GP LAYER) I I 9y SD SD EST. BOTTOM OF ROCK: 2518.1 I I N 7.6g I I I 93, '3.97' )RM INLET 5.1 I STORM MH 7.1' �LL 4.0:1 I I r SD � SD SD 6B:25.94 � I I I J-' 3 IE: 2525.94 rn Qh JJ TB: 26.94 28 SO SO 5D SO � I � ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATEn DESIGN 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. 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 Cz CID 4"PIRR a n ITORM INLET 6.1 (A _cc O C cc o co C E co d coa °° � � Uco Cz a co tZ co I Revisions Al I STORM INI I IN N 1. ��SZONAL E4, mot; GISTERP6 Cfd^ F> a 11568 04/07/2022 �TgTE OF 0P�o 9ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Fermit5et Infiltration Basin Details sa- $s Infiltration Basin 4 Scale: 1"=10' Infiltration Basin 5 Scale: 1"=10' Infiltration Basin 6 Scale: 1"=10' I sa- $s � I v 2528 I Id,b as db TB: 26.69 a xx 2s I2526 \ �N\ \ 7.34 �` 4.0:1 \ 2525 IE:2 24.18 v I i' RR, � �1 1• T6:26.68 F 16 I �2628 MM MM STORM INLET 7.2 2528 0 ------------=M- M M M M o _STORM MH 7.2_ S STORM M� 7.1 SS SS 1 Infiltration Basin 7 Scale: 1"=10' MM INFILTRATION BASIN 7: ❑ ❑2 VOLUME: 1,560 CU FT BOTTOM OF BSM 2522.18 EST. HSGW: 2521.15 INFILTRATION WINDOW: 55 SF INFILTRATION RATE: 7.0 IN/HR (GP LAYER) EST. BOTTOM OF ROCK: 2520.3 cr T. - MM as a$ ::2525.97 MAd FJUld.,b as a$ FJl I&P - a$ a$ MM lfUld„b as as 133' 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 2529 SS SS SS SS SS SS SS SS SS SS SS SS SS SS S - a 2527 r.1 I I 10' - Cq � l I� TB:26.51 Ql - _ - 76.14' R� ---------------------- I / 2526 T l' L R7 BB:24.51 IE 2525.00 D N 2525 BB:24.51 l 3 \ 0 50 TB: IE:2525.30 / \ Y70, -� - - - -- - - - - - - - - - - - - - - - - - - - --INFI�/ O EIE VOLUME: 2,N 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 11RR 4"PIR'- INFILTRATION WINDOW: 200 SF INFILTRATION RATE: 3.0 IN/HR (SM LAYER) EST. BOTTOM OF ROCK: 2521.5 Infiltration Basin 9 M Fol INLET 9.3 SO STORM INLET 9.2 W 1 N M/H MM w MM o i i i i 15.25 - / TB: 27.51 FL: 25.72 \ / \ i I ld \ \\ FL: 25.84 FL: 25.65 056 \ \ I 11 QO \\ FL 25.53 171 El INFILTRATION BASIN 8: \ VOLUME: 2,900 CU FT uJ �, \ �4p5 BOTTOM OF BSM: 2522.50 X� EST. HSGW: 2521.4 \ ' 4.0:1 INFILTRATION WINDOW: 100 SF '\ INFILTRATION RATE 7.0 IN/HR (GP LAYER) EST. BOTTOM OF ROCK: 2519.5 A,\ 1 \\ ' IE:2525.09 \\ 3 \ N / BB: 21.50 I / \ I ' 10' / \\ 4°V 92 Infiltration Basin 8 Scale: 1"=10' EP EP t EP EP EP EP 8 TB:28.68 aO - 50.45 Qh �� STORM INLET 1 /------------------------� / RS' 2528 ,- 1 SD \ 2527 3 �D IE:2526.261\ 4.01 1 IN co X- INFILTRATION�� BASIN10: VOLUME: 2,225 CU FT \ \ \ \ \ Pg39 BOTTOM OF BSM: 2524.1 \ BB: \ \ \ EST HSGW: 2523.1 \ �' \ INFILTRATION WINDOW: 75 SIF INFILTRATION RATE: 7.0 IN/HR (GP LAYER) \ \ \ G/ EST BOTTOM OF ROCK: 2523.1 9q \ \ 19N9 \\\ \G7gq - \G7gq �s Lop G7gq \ G7g9 tA� Infiltration Basin 10 Sheet Notes: `� ��. j WE T HE M a 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET 01.00. LA N D 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCE2.00%. SLOPES WITHIN GROUP PEDESTRIAN RAMPS SHALL NOT EXCEED 1 12ESLOPE IN ANY DIRECTION. THERE MOM 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 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 I BIORETENTION SOIL MEDIA Z 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. 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. co w Cz v Z n o 0 � C SD �� E CC)U )I � a z � -a a co a N� c) �z tit SAN Revisions Al 9 ` TB: 28.68 4p7gq 1. s,oNAL p 4�04 GISTERF� 11568 04/07/2022 JTgTe OF "I 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Infiltration Basin Details C6,11 Scale: 1"=10' Scale: 1"=10' I sa- $s 9L I I v go °O TB:27.03 3'* IE:2525.78 \ 3 SD- cc: 401 I I I I BB: 25.78 I I Lr I I I I I I I I v I \ 34 LB s,000-SF I I �S2e 4.01 I 8.12' INFILTRATION BASIN 11: c VOLUME: 1,135 CU FT El El BOTTOM OF BSM: 2523.78 EST HSGW: 2521.9 4.5' INFILTRATION WINDOW: 100 SF INFILTRATION RATE: 3.0 IN/HR (SM LAYER) DIRR EST BOTTOM OF ROCK: 2523.5 B4 L9 5,329-S111 4' t I I v I I 4.0:1 J I I I i 4"PIRR I I I I I /I BB: 25.78 J 4.0:1, cc d 9I *4'4 TB: 27.03 I I � I Infiltration Basin 11 Scale: 1"=10' INFILTRATION BASIN 12: El M 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 VPIRR \ \ \ / \ TB:28.04 �q35 T. I BB: 2 54 I I � I I I I I I I� } I 4.0:1 I I 25 7 B4 - s 7aa sF 4.91' I r n Pl i� ��Io N I 7' a /0 I I 4.0.1 I N I I I I I BE: 26.54 4.0:1 I v 3 a IE: 2h6.54 T6:28.04 4.54' I r /JI I Infiltration Basin 12 Scale: 1"=10' 9 M INLET 13.3 INFILTRATION BASIN 13 VOLUME: 3,630 CU SD I STORM INLET / So 141 9 9 rr FT 0 5 C; nw TB:27.80 Cr a i ale- �v / / BB: 25.80 10, I / 1 / 1 1 / {i116.63' 1 // 1 I 1 / / IE:2525.80 SO % N / 3 4.0:1 / I 1 � N cj I 1 1 O I / 1 l I 1 1 I I I I 1 N / N II 10' 4.01 I 1 185 h IEI2525.80 / T N BE: 25.80 / I J / m i i N 1 I I I � / 1 I I � 1 I I / ; II I N o 1 I 1 / I I / / _ c') I 1 I l y TB:27.80 'Pp SO SO I � i I 4'PIRR X?IRR i ' ease I Infiltration Basin 13 Scale: 1"=10' Sheet Notes: `� ��_ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j %���I T H E cr 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS LAND Cr SLOPES OF ALL SIDEWALKS SHALL NOT S WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1 12ESLOPE IN ANY DER CTION. 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 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 TO - 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 BIORETENTION SOIL MEDIA Keynotes: ----El- 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 W Cz CID Z � n w _cc N � � n O Cc O V N E CO O M a_ Q 00 z � aM ccoa _ c� N Revisions Al N Q N N h N N � 1, SZONAL p 4�04 GIST ERF0 Cf, 11568 15`04/07/2022 �gTe OF "I J 0 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Infiltration Basin Details C6,12 I aald.b ---2539- �2542 2541 254p- -2 p � 2541 II � 2534 9 aald„b 2532- 2531- _ aald.,b 2528 � aald„b 1 _ 126.84' 2527 _ aald„b 2526 �`- _ aald„b BB:25.50 55' ����� -- \ -- ---------- \ . - - - - - - - - - - �y /•� � o � IE: 2525.50 - - - - - - - - ------------- _ -- - - - - - - - - - - 104.25' - - - - - - - - / S. - - - � r, [i] El INFILTRATION BASIN 14: 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' I 0 M/H c� PIW \ STORM INLET 14.3 _---------------- o B3 L4 216,936-SF 5768, Z'�/` TB:25 16, R5' IE: 2523.51 ! / 2526 2524 /10 BB.23.51 i / INFILTRATION BASIN 15: 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 i k/ G 3 Infiltration Basin 15 Scale: 1"=10' 2530 aald„b R/W i R/W R/W R/W R/W R/W - INFILTRATION BASIN 16: VOLUME: 4,700 CU FT BOTTOM OF BSM: 2520.70 N EST HSGW: 2519.7 INFILTRATION WINDOW: 80 SF INFILTRATION RATE: 7.0 IWHR (GP LAYER) N EST BOTTOM OF ROCK: 2519.70 -----2525 9.81'-16.95' _--------- 64.19' TB:24.45 IE:2522.70 ; \� /----------------- �/�_------------ / 51 7-, 2.5,252-5 TB: 24.45 \ \ \ \ 4` \ J( 2szs ---------_ _ \ 2------ 9.85' Infiltration Basin 16 Scale: 1"=10' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 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 TO - 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 Le DRAINAGE WINDOW RIPRAP BIORETENTION SOIL MEDIA Keynotes: ----0 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER DESIGN 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. g\ r -4 �A 0�j,�� Zdc WE LAND =GROUP y C Z � n y _cc O Cc 0 C E � M °° aIIIIIIIIIIm 00 _c a a UD co co � Revisions 1. ��SZONAL ErY 4�04 ��0\STERF� 11568 04/07/2022 JTgTe OF �O P�o 4 W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Infiltration Basin Details C6,13 GIRR STRUCTURE F112 NON -SEALED ISOLATION JOINT PER DETAIL 3/C2.50. —1'+ 2/ MIN. SLOPE 1/8"/FT. MAX. SLOPE 1/47FT LCOMPACTED SUBBASE PER SPECIFICATION SECTION 312000 NOTES: 1. INSTALL CONTRACTION JOINTS AT 10' O.C. 12-IN Mow Curb Scale: V = 1' 1-1/2 FINISH GRADE SOD AREAS, 1" FINISH GRADE SEED AREAS TOPSOIL AS SPECIFIED 4" DEPTH OF BASE COURSE PER SPECIFICATION SECTION 312000 MI F,. ECT-o'� C-LL 13 IF +F OV, „VC IT — 1 i .3 L '_ LI`III I 'TOIL �� V Y N' If/L MAIL'IAL IT J J::OPA'!�C D FIORFTF IT CN SOII :JRT .II CIF, `( All[ Y'iJW'kAld _' VJK ZF -,R= ,IA'JI11r i -, _=� -T'�I AT I `3I 'J )-I S '"j=-I lib I. J'C FL. I I'A I JG_IL 4I "; I7UI' -I f. KC A i91 U;IN I 2,. T I CK �CRTIC W\_ SRAVCL LAYER FOR SECTION WITH CURB ,'._7 )II cvA,L s o1ACL MUSI en_ N.T.S. WVCt :;vAl 1IIr I "w ' RIN - DER SIZIRG R=OS b11V FOT-( b1 !:=1I I�Tr 1-� K _- i Y \-NATI'iF MATFFIAI F ��=-=RTI I F„ � T. 7�`; C RS -1' ip 1G1: iF FCRFT IJ LL IINL H B " c -- =_ F L A, L �I� 1 f Slll IIPI ..' f%1 N �LA PIII,GS� F RF RI0FF-FVTIFII 8I `74" L=i hT C SRF:;,4T R-L-,) KC t :;i IRSF BIOR--e ,T CV TUCK SOIL V-D A SECTION WITHOUT CURB or-rsvnl G AVF rFF F< s�[' IOKAL STORAGE OILS` E__ N.T.S. E-vE sE '0OAL RI .R GA ,. RF 10 F_; :rI SHF=T 7 OF 3 �TRTIO R�A A�TANDARG DRAVJRJGECRE R M R 30 -- LI-S SHEET 1 CF 3 ACHD BMP 30 - Bioretention Swale Scale: NTS THE LAN D =GROUP O _ cn _ m y y C E.J lam ON y *00 O cc 0 a OM °° 00 _ �� Revisions 1. SS REAL N ♦ E o4w ���rs-ERFp Gl� 11568 04/ 17/2022 J'q E OF `P�o 44 Project Ne.. 120194 Date of Issuance: 04,07.2022 Project Milestone: Permit Set Construction Documents Utility Details i CD 4 I I I I I + 0 0 4"PIRR 4"PIRR 4"PIER `� � 4 PIRR 4"PIRR 1 GIRR-01 4-FT SO BOX PER ISPWC SD-619 No STA:0+00 RIM:2526.35± SUMP: 2521.42 IE IN: 2521.42, 12-IN PVC (S) �0C z c� 32 B2 B2 L5 B2 IE OUT: 2521.42, 12-IN PVC (E) B2 62 LA CV N T - 5,000SF - 5,000SF 5,000-SF - 5,000SF - I 5,000SF 5 000-SF � 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 f I I �- 12"GIRR - - 19116RR I GIRR-07 U �X 4-FT SO BOX PER ISPWC SD-619 RIM:2525.96± Y I SUMP: 2522.18 I IE IN: 2522.18, 12-IN PVC (W) I 62 L GIRR-06 O RR-03 2 L12 I 3,142-SF I4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PED-619 Izoo-s RIM: 2525.84± ST, 0.00. ISUMP:2522.18 7.53± IIE IN: 2524.35,12-IN PVC (N) 22.00 I I22.18,12-IN PVC (E) IE IN: 2522.0C (SE) IIE OUT: 2522.0C (W) I2+00-42„RR _ L 2%EIRP - 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 33 LB I B3 L7 I E13 L6 5,000-SF 5,00o-SF-SF 5,000-SF-SF 5,000-81' - 5,000-sF 4"PIRR 4"PIRR 4"PIRR 4"PIRR Gravity Irrigation Plan and Profile - Waste Ditch Horizontal Scale: 1" = 30' 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 w w I w ww SS SS - SD SD SD�i I ' II 1 I I 1 � I I I 1 6 I I--------------� 6 � I I 12"GIRR 12"GIRR 4"PIRR Y I I \ i I I I. 19 I y I B3 L7 I I I I 4,594-sF I! I I I I I I it C� I I I I I I 29 I I 3 i I I I I I I I j I I I B3 L2 I I I j I I 5,000-SF I I 3 1 I I I I I I I I I / B3 L3 I I I 5,378-SF I I / I I - - - - - - - - - - - - - ------------ ------ OGIRR-04 i - 4-FT SO BOX PER ISPWC SD-619 STA: 3+29.64, 0.00' �- - - - - RIM: 2527.46± B3L5 \ SUMP: 2522.15 / \ IE IN: 2522.15, 12-IN PVC (E) 5,00a-SF-SF I IE OUT: 2522.15, 12-IN PVC (NW) 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 12"GIRR 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: / I / I I EXISTING GIRR-03 O I I I 4-FT SO BOX PER ISPWC SD-619 STA: 5+29.63 12"GIRR 4+00 ' RIM:2529.40± 128-LF OF 12-IN PV 52-LF OF 12-IN PVC AT 0.25% SUMP: 2524.26 12"GIRR ( ) AT EIN:2524.27,24-IN PVC E 5+00 5 IE OUT: 2524.26, 12-IN PVC OGIRR-05 4-FT SO BOX PER ISPWC SD-619 / STA:4+57.46 // ' 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 I 4"PIRR 1 I I 0 30' 60' : Sta. -0+30 - 6+30 30' L SCALE: 1" EVERTICAL CALE: 1" _ ' EXISTING GRADE AT PIPE CENTERLINE 5 1 _ - 2 -LF OF 24-IN PVC AT 0.20% 128-LF OF 12-IN PVC AT 0.22% EXISTING GIRR-03 160-LF OF 12-IN PVC AT 0.22% 4-FT SO BOX PER ISPWC SD-619 105-LF OF 12-IN PVC AT 0.22% STA: 5+29.63 GIRR-04 O O RIM: 2529.40± SUMP: 2524.26 GIRR-02 O O GIRR-05 GIRR-01 O 4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 STA: +05.02 1 05.1 1 GIRR-03 4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 STA: 3+29.64 4-FT SO BOX PER ISPWC SD-619 STA: 4+57.46 IE IN: 2524.27, 24-IN PVC (E) IE OUT: 2524.26, 12-IN PVC (M STA: 0+00 RIM: ± STA: 2+64.90 RIM: 2527.46± RIM: 2526.90± L20-LF RIM: 2526.35± SUMP: 2521.65 RIM::25223± SUMP: 2522.00 SUMP: 2522.15 SUMP: 2522.43 OF 12-IN PVC AT 0.25% SUMP: 2521.42 IE IN: 2521.65, 12-IN PVC (E) IE IN: 2522.15, 12-IN PVC (E) IE IN: 2524.08, 12-IN PVC (E) IE IN: 2521.42, 12-IN PVC (S) IE OUT: 2521.42, 12-IN PVC (E) IE IN: 2522.00, IE OUT: 2522.00, 12-IN PVC (SE) 12-IN PVC (W) IE OUT: 2521.65, 12-IN PVC (N) IE OUT: 2522.15, 12-IN PVC (NW) IE OUT: 2522.43, 12-IN PVC (W) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION 52-LF OF 12-IN PVC AT 0.25% AT PIPE CENTERLINE AT PIPE CENTERLINE c'l VMU; cR cR CJ CM c? cR " CR NO O O M a0 O N N N 4S N i N N � LLS N N N N � 4S N N L6 N N � 4S N N CV N � 4S N N N N � 4S N N L N N � 4S N N c6 N N � 4S N N c6 N N � LLS N N c6 N N � 4S N N N N � 4S N N '6 N N � 4S N N ' r'6 N N � LLS N N r N N � LLS N N r'6 N N LLS LLS N N a0 N N � LLS N N 6 a0 N N � LLS N N a0 N LLS N a0 N LLS N a0 N LLS N (P N 4S N 2538 2535 2532 2529 2526 2523 2520 2517 2514 2511 -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 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 06.04 AND C7.11 FOR MORE INFORMATION. -� OFA� �S_ �#j-� rc / LAND GROUP m O y y y Cz Coll E I 9. lam- C4 0 cc 0 E � CM)� M a °° C a M c� Revisions Al 1. ��SZONAL ErY mot; ��G\ST0 Cfd^ a 11568 04/07/2022 JTgTe OF o 4 W.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Gravity Irrigation Plan and Profile: Waste Ditch I = M = Pressurized Irrigation - Overall Horizontal Scale: 1" = 70' IR 12"GIRR I I I i I 24"GIRR i it i I i I I AREA 1 AREA 2 i I I I I 0 70' 140' 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. F­� � -� O0Y*A0 too'; WE LAND GROUP O Ca y CO) CM3 y C J J i CL.� ry- O Cc E� �+ Q o 00 U ■� C z a c co _ c� Revisions 1. ��SZONAL ErY mot; ��G\ST0 Cfd^ F> 4 11568 04/07/2022 JTgTe OF "I 9�ESW.�T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Construction Documents Pressurized Irrigation - Overall C7,1 0 ----— kP14 82-LF 4-IN PIP2 INSTALL 4-IN GATE VALVEINSTALL 4-IN GATE VALVE99-LF 4-IN PI 82-LF 4-IN PI 90° AND 11.25° ELBOW90° AND 11.25° ELBOW 12"GIRR \ T371-LF 4-IN PI W/THRUST BLOCKW/THRUST BLOCKIN GA E VALVE 12"GIRR 12"GIRR INSTALL 4•126-LF4-IN PI 9-LF4-I PI90° ELBOW82-LF 4-IN PI P " Ih� 4"PIH-LF 4-INPIW/THRUST BLOCK r 4 16-LF 4-IN P-IN PIINSTALL 4-IN GATE VALVE 45° ELBOW P1 TYP. 3 —P1 3 4 �90°AND 11.25° ELBOW li I W/THRUST BLOCK 45°ELBOW 90° AND 11.25° ELBOWAND 11.25° ELBOW I 51 -IN PI W/THRUST BLOCK I W/THRUST BLOCK W/THRUST BLOCKHRUST BLOCK 20-LF 4-IINSTAL4-IN PI INSTALL 24" GATE VALVES I I TYP 3 (I W/THRUST BLOCK I - I 1 / I I I -------------- ----- ------------------ ------ _____ I W W W W W W W W W W W W W W W W W / sS - - sue— s� - TYP.SD �S SD S SO SO SO SO I I � I — �'— — 12"GIRR I I \ \ I I 11.250 ELBOW 3 I I 1 \ \ W/THRUST BLOCK / I \ _ 11.250 ELBOW o \ _ 3 4 \ _ - - W/THRUST BLOCK 25-LF 4TYP.-N P v 90° ELBOW 45° ELBOW 4 I / „ W/IHRUSTBLOCK " IRR 4"PIRR W/THRUST BLOCK d.-PIRR "' � 353-LF 4-IN PI �4"PIRR 4"PIRR � 100-LF 4-IN PI Y R Q 4 I 11.25° ELBOW 4 PIR D INSTALL 4" TEE I� z TYP. 3 W/THRUST BLOCK 174-LF4-INpi ¢4"PIRR pti� I c1 \\ INSTALL 34" GATE VALVES j 4 a J \ \ \ W/THRUST BLOCK am 450 ELBOW W/THRUST BLOCK \ \ \ I \ —A — — — INSTALL 4-IN GATE VALVE ------------- ---- W ------ ------ // IN z w w w w \ P1 LL as I J P2 S S __ P2 900ELBOW-------------- ------ ------------------------ so �r \ �P190-LF 4-IN PI 4"PIRR 112-INSTALL 4-IN GATE VALVE n ------ - --- g � S INSTALL 4"TEE W/THRUSTBLOCK S� I wv ri Mr INSTALL 24' GATE VALVES INSTALL 4" TEE W/THRUST BLOCK INSTALL 24' GATE VALVES i I W/THRUST BLOCK �/ \ u ar tr � 1 41-LF 4-141-LF 4-IN PI 197-LF 4-IN PI I r ' — — — 4"PIRR 4"PIRRro�J1 53 TYP. 900 ELBOW \ INSTALL 4" TEE -LF 4-IN PI °C W/THRUST BLOCK W/THRUST BLOCK _ — — — 4"PIRR -11.25°ELBOW / �z W/THRUSTBLOCK_ 98-LF4-IN PI l l I I v INSTALL 4" TEE 4" R / 4 W/THRUST BLOCK - INSTALL 4-IN GATE VALVE - P2 P1 4 / 12-LF 6-IN PI lobINSTALL 4" TEE I 242-LF 4-IN PI 56-LF 4-IN PI' — — — 11.25° ELBOW a 4"PIRR 4"PIRR 4"PIRR INSTALL 4" TEE q v INSTALL 3-4" GATE VALVES 4 W/THRUST BLOCK W/THRUST BLOCK - ,_ 45° ELBOW 4"PIRR 166-LF 4-IN PI "PIRR - W/THRUST BLOCK INSTALL 4" TEE INSTALL 24" GATE VALVES INSTALL 4-IN GATE VALVE 41-LF 4 P IN P 4'PIR 175-LF4- 3 1 W/THRUST BLOCK W/THRUST BLOCK INSTALL 4" TEE I 4 45° ELBOW WITH 45. ELBOW n P 3 4"PIRR W/THRUST BLOCK W/THRUST BLOCK cr cr I 5 90° ELBOW 2 / c C a W/THRUST BLOCK z INSTALL 4-IN GATE VALVE AREA P2 P1 S— SW W \ S_ _ � ,I rn I �c�o —------------------------------------- SD — INSTALL 4-IN GATE VALVE' SD _-- SO M / — — — — — 4 �IRR Jj i I� i — � 4 \� FT li 11.25° ELBOW W THRUST BLOCK INSTALL 4"TEI ^ a s;a Pressurized Irrigation - Area 1 $s 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 542.67 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: # 0 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 06.02 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. pg INSTALL PUMP STATION PER SHEETS C7.50 AND C7.51. Leaend: 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. aF INSTALL ZURN 375 1 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. -� OF��. �� �lj�� r� WE LAND =GROUP ■O .y y � y J C Va CL i Cc Q E � E+ Q o 00 U ■� CZ z a c co � � Revisions 1Q 1. ONAL p mot; ��G\STE/iPp Cfd^ F> c� a 11568 04/07/2022 J`�gTe OF "'4 ES W. Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation - Area 1 C7,11 I I I I I I I I I I I I I I I ss ss w w w w w \ — — — — F \ 11.25° ELBOW o W/THRUST BLOCK J � � A 11.25° ELBOW vr/ 11 ii I I II 1 i S III � II li � I � INSTALL 4-IN GATE VALVE I w w w o I I W/THRUST BLOCK \ ° ` _ vv/ i ni \/NA /5 v v 9-LF 4-IN PI \ INSTALL 4"TEE 4 \ W/THRUST BLOCK S! Q INSTALL 4" TEE \ \ INSTALL 4" GATE VALVES \ W/THRUST BLOCK \ Pressurized Irrigation - Area 2 Horizontal Scale: 1" = 40' \ 11.2 \ \ W/THRU \ \ \ \ \ \ \ \ T \ I TYP. 3 PI 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 a I a INSTALL 3-4" GATE VALVES ' W/THRUST BLOCK — ^ / 4 , / a I N PI 4"PIRR / l 90° ELBOW 0 / W/THRUST BLOCK I 1 1 �I W W �o I II I I sD I II I I I / SO i / v 4 / I II II I I I I � S I I a 41, I I 244-LF 4-I1 pi J 4 4 PIRR I I INSTALL 4" TEE INSTALL 34" GATE VALVES W/THRUST BLOCK I I I I I I / /ciz 1 I co I I i I I I I I I I I I III i iol I I I I �J 80-LF - 4 / 4' IRR 900 AND 11.250 ELBOW / ' INSTALL TWO (2) W/THRUST BLOCK 4-IN GATE VALVE INSTALL 4-IN GATE VALVE, vv r I iS I III INSTALL 4-IN GATE VALVE I i� II i 4 I i / 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 (DIED) 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: # 0 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 06.02 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. pg 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. aF INSTALL ZURN 375 1 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. \\ OF�i �S_ �lj�� r� WE LAND =GROUP ■O y CO) CID y C J � c C/ C** • � i QE Cc o co o 00 U � ■� Moco CID z CZ M Revisions ONAL p 4�04 0\STE&F 11568 cp 04/07/2022 JTgTE OF "I 9�ESW.vT Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation - Area 2 C7,12 NAMPA & MERIDIAN IRRIGATION DISTRICT DDMEBTIC WATER METER BOX COVER OBLITERATE WORDS 'WATER METER" AIR RELEASE VALVE 1 1/2. 200 PSI RATED FORD No. X43 CAST IRON WITH13 1/2"`LOCKING LIDS "OR EQUIVELENT we \ \\ \\ MIN 1 CU. 7T7. DRAIN ROOK TO BDTIOM OF VALVE FOR SUPPORT AIR RELEASE --NTS-- NAMRA &_ MERIDIAN IRRIGATION DISTRICT NAMPA & MERIDIAN IRRIGATION DISTRICT DOMESTIC WATER METER ' BOX COVER OBLITERATE WORDS "WATER METER" FORD No. X43 CAST IRON WITH 13 1/2" LOCKING LIDS 20" PVC 1 1/2•' CURB STOP 566 SW IN 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE 1 1/2' ��\/\\/�o oCSO„'�o eoq���� FOR SUPPORT BRASS PIPE I DRAIN VALVE --NTS-- I I i QI a' swR 2,- M _ EXIETO ,B• rewvT: GRa.ro - .. -. 02 J' . ,• , 6• @HOER BLOCT! (OR EOUIV Q3 ,• , ac• sroIRE eneJUEE O ,• 4rn ENE 101BIIVM Os e• ,.• CRASS mi s © e' x .• 200 P51 POLY Ie• ABO1E CApIYlw _ p . aaAsnmswP Q ROCK CIYS p9 r of row. 3 ® LOGROR MiPE T J' P,C RUG 2 ® MMI�A 51FII T POST S wT I IDNG SIDE SEANCE "MODIFIED" TYPE A RISER SHORT SIDE SERVICE '--NrS-- SINGLE FAMILY RESIDENT -------------- _-- _.___NAMPAMERIDIAN_IRRIGATION DISTRICT 2 3 6 7 8 4 5 9 10 NAMPA & W"RIDIAN IRRIGATION DISTRICT GRAVEL SURFACE PAVED SURFACE 6(B- MINUS GRAVEL ANUPPIACE IH AC UROANCERWItH EU I 2 MIN. DEPTII ArWA SEC. 34. AS REQUIRED BY CONTROLLING AGENCY. MIN. OF 2" IN "I IJAILNNL /5 GALLED TOR IN 951 Sf [ACCO OAN CO4111 O NFAT PAVEMENT GUT. APPLY I IO 95:f IN ACCORDANCE WINI CGS-1 FJAULSIFlEO ASPLIAIi ' ASTM D 69B. 70 JOINTS PPAVEMEFJfRT017 70. REPIACINO UNOISTURDED JS• I.IIN. WITHIN t j tj 6 6' MINUS cINVEL CoMrAcieb COUNTY 51REEt R.O.W. jj _1�7 95% IN ACCOROi WIIII I .ei '.� � j II ASTM b Bea PPE BEDDING As CAI AND COMP//SPECIFICATII A�CTED TO Ii IN ACCOflbNJCE WITII ASTM D 696. II -E 17 -I-117 1 n cuss zob, sM z1 - PVC PIPE MAX MAX i I I , TYPICAL 57REEF CROSSING f 'SCALE 1• 1" - O• fi (SEE No 1 TIIRU q I THROUGH LINE CONNECTION, TEE THROUGH LINE CONNECTION, CROSS USED AS TEE CHANGE IN LINE SIZE WITH REDUCER DIRECTION CHANGE, CROSS USED AS ELBOW DIRECTION CHANGE 90• ELBOW DIRECTION CHANGE, TEE. USED. AS ELBOW DIRECTION CHANGE THROUGH LINE CONNECTION, WE VERTICAL DIRECTION CHANGE, BEND ANCHOR, SEE NOTE BELOW VALVE ANCHOR, SEE NOTE BELOW E: IF THRUST, DUE TO HIGH PRESSURE, ARC UPECTU), ANCHOR VALVES AS SHOWN IN DETAIL #10, AT VERTICAL 13ENI78, ANCHOR TO RESIST OUTWARD 'THRUSTS. 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" FINISHFINISH GRADE 10" 0 CLASS 200 PVC BRICK PAVERS (1 OF 3) ISOLATION VALVE. LEEMCO GATE VALVE WITH GROSS TOP (LGT11 SS304X). SIZE TO MATCH IRRIGATION MAINLINE SIZE. NAWPA & MER-LQ1AR IRRIGATION DISTRICT o �- ewR „- PYC �„ EXIFTD ,e• ABG,E uEo,ww _ 0 3• . ,• . B• CY.OFR BLOCK T«E � Q 4 , .• SroIXE wrouu � ,' urn ENE .YIeEEIIu i Q .- POLY PIPE 200 PS —r © s ..' 2oa rs Par ,e' rsG.E rrn..RJw I TO .' BRA55 EOIP. CWPLFIGSForm © .- B14 NIB SLOP 0 ROCK CMPS ® r TTAI4te row. T e ® LOGTOR M1E Z 6 ® 3' P C PLO. S 9 ® IAi SRFL •Y POST i SIDE SEANCE "MODIFIED" TYPE A RISER LONG SIDE SERVICE --NTS-- SINGLE FAMILY RESIDENT I. ------ - ----------------._—_ ___NAIdeA MERIDIAN IRRIGATION DISTRICT GALV. UNION TEE WITH 1" PLUG FOR SPRINKLER BLOWOUT BY AIR COMPRESSOR. AIR GAP z 10.5" 4" THICK CONCRETE PAD, SIZE AS REQUIRED t TO PROVIDE 6" OFFSET ON OUTSIDE END AROUN\!✓-.i\ \\ i ��\��\: ENTIRE ENCLOSURE. PEA PEA GRAVEL DOMESTIC WATER LINE \\i \i\��\�\ GALV. ELBOW J L SOLVENT WELD BELL END PVC CONNECTION PIPE TO SCH. 80 NIPPLE, CUT i GALV. NIPPLE LENGTH AS REQUIREDDRAIN VALVE. VALVE SHALL BE OFFSET THREADS OFF GLUED END. . i \ \ MATCH MAINLINE SIZE (TYP.) �\\ i\� FROM SERVICE LINE WITH GALV. TEE AND NIPPLE. Y4" 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 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) i 3/4" CRUSHED ATE LENGTH AS REQUIRED SPIGOT x BELL STAINED, RESILIENT 3ATEVALVE IRON TEE THE LAN D =GROUP O .y CA y J C C y■� i CU Q � �+ CJ E o U ■ CU ca z CC; a In a C�)� CC ) Revisions 10 1. �SoNAL N. ♦ E o4w ���Is-ERFp G/�G �4/ IAI 11568 04/07/2022 sq E C[ `P�o "9'VEs Project NIT.. 120194 Date of Issuance: 04,07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Details C7,13 4" DISCHARGE V32101 I1((=IIIM 1" LAKE SCREEN SUPPLY LINE 0 1 NEC CLEARANCE SEE LOCAL CODES 67%" 2 3/4" DRAIN f Llr% \/If -\A/ 5/ WELL ACCESS COVER E 11 JOCKEY r%l 111Ar% 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 DATE: 6/10/2021 DESIGN SPECIFICATIONS DESIGN FLOW RATE: 192 GPM @ 90 PSI MINIMUM POWER: 480 VOLT / 3 PHASE MODEL # PRECISION PUMPING SYSTEMS (208) 323-5300 ITEM NO. DESCRIPTION QTY. 1 CONTROLPANEL 1 2 ENCLOSURE, MARINE GRADE ALUMINUM WI INSULATION 1 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 & SWITCH 1 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 16 VALVE, BALL 2 17 VALVE, BALL 1 18 VALVE, BUTTERFLY, GROOVE, LEVER 1 19 VALVE, BUTTERFLY, GROOVE, LEVER 2 20 VALVE, CHECK, GROOVED 1 21 VALVE, CHECK, SILENT 1 22 VALVE, LAKE SCREEN SUPPLY 1 D 23 VALVE, PRESSURE RELIEF 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 JOB: SIZE: B SCALE: NTS SHEET: 1 OF 2 REV - �% OF THE LAND =GROUP Z Q Cn i _ ca Cn y C Z J lam 1h y � O Cc 0 Illom CJ W� d CI)a °° _coo �CZ a a C�)� c� Revisions A 1. �so>rn1� N, ♦ E I4i 11568 �I 04/07/2022 sq / of `20 Project Nc.. 120194 Date of Issuance: 04,07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Pump Station C7,50 I 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. > a 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 and components b simply removing an panel. The entire front of the enclosure shall consist of hinged doors. The enclosure pumps P Y PY 9 YP 9 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 warrantied 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 TOP OF STRUCTURE: 2525.05 W% OF -4 � � Jel r� W LAND GROUP n n ESTIMATED FLOW LINE: 2521.15 12 7 n a a a z ESTIMATED FLOW Z 5 LINE: 2521.15 O 27 4 7 10 CA 9 8 7 12 IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII 12 IIIIIIIIIIIIIIIIII 0.5' MIN. y 12" CHAMFER SUMP: 2512.15 7. 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 YP P 9 P 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 .v.�.rrsraa � �s rnrs 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 -, 41 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. PumD 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 W CM C Cc 0 E � M a 00 M _� �cm a_ a co co2-, Revisions 1. SZo14AL E4, 04 -xSTEF- Cl�„ 11568 04/07/2022 JTgTf OF P�o �O 4 W. T Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Pump Station Secton C7,51 CNIIKAR Mr. rMIRnivisinN Landscape Plan Overview Horizontal Scale: 1" = 70' - 24"GIRR I AREA I AREA 2 0 70' 140' Project Calculations �� i 56 THE A. RESIDENTIAL SUBDIVISION TREE CALCULATIONS: LAND N. ACREEK AVE: LINEAR FOOTAGE 2 LF STREET TREES PROVIDED 32 : W. AILERONILERON ST: 502 LF 50 18 � � = GROUP 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. OVERALL LANDSCAPE 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 SQ 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, LE..... 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 Cn 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 -SITE / � DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) r/ 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. ■� n 12. IF IMPORTED TOPSOIL FROM OFF -SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS i Cc FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES 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 CHARACTERISTICS ry- 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 0 Izi- co 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. °' CC) 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICHcc C-) ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. 0� Cz ACHD Landscape Plan Notes: Z co Q QLo 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' 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 Al INSTALLED, SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 1' CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. OF �qyo \\\\ell, LA- 89 � 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Construction Documents Landscape Plan Overview L1.00 �' - Landscape Plan Area 1 Horizontal Scale: 1" = 40' BEGIN (1) PA CALLOUT NUMBERS COORDINATED Keynotes. TO NUMBERED NOTES BELOW. 1. ACHD CLEAR VISION TRIANGLE 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE 3. IRRIGATION POO, REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION )BEGIN 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 4/11.50 --�2 BEGIN BOULDER8. SANDSTONE 9. PLAY STRUCTURE. ID SCULPTURE WOODLAND FORT, MODEL AP018, REFER TO DETAIL 5/1-1.51 10. EMBANKMENT SLIDE. BEARS PLAYGROUNDS CUSTOM SLIDE _(1) PA 11. 10-12-FT FALLEN LOG, REFER TO DETAIL 4/11.51 12. FOOTBRIDGE, REFER TO DETAIL 5/11.50 13. BOULDER TREE WELL, REFER TO DETAIL 6/11.50 4. OPEN PLAY TIVE SIGN, BY OTHERS. SHOWN FOR REFERENCE ONLY (1) AX 15. BIORET NTION BASIN. REFER TO CORRESPONDING BASIN PLANTING ENLARGEMENT ON SHEETS 1-1.03-1-1.06 16. COMMUNITY POOL, BY OTHERS. SHOWN FOR REFERENCE ONLY 17. DRY CREEKBED, REFER TO DETAIL 1/11.51 -(1 ) MS 18. FUTURE HWY 16 LANDSCAPE BUFFER SHRUB PLANTING, REFER TO L1.07 FOR ADDITIONAL INFORMATION 19. COMMUNITY POOL SHRUB PLANTING, REFER TO DETAIL 6/1-1.51 FOR ADDITIONAL INFORMATION TYP Legend: I� RHIZOMATOUS TALL FESCUE SOD + + UPLAND MONTANE SOD MIX, (1) PF3 + + REFER TO MAGIC VALLEY TURF AT (208) 326-2220 FOR + + ADDITIONAL INFORMATION 1) CP LOW -MAINTENANCE FESCUE ACHD BIORETENTION SOIL MIX, SEED MIX - - REFER TO 2018 ACHD STANDARD SPECIAL PROVISION 20201 FOR (3) PB ADDITIONAL INFORMATION 1� TYP 2-6" RIVER COBBLE AT 12" DEPTH i ASPHALT PATHWAY, REFER TO PER DETAIL 1/1-1.51 j ij �ij!i DETAIL 7/1-1.50 FOR ADDITIONAL INFORMATION 4" MINUS GRAVEL SURFACING AT V BARK MULCH 6" DEPTH, COMPACT TO 95% i fii i ! PROCTOR TYP OF 4 0 40' 80' 0 6' OPEN STYLE METAL FENCE D - 8' HIGH NOISE ATTENUATION WALL, SEE DETAIL 4/11.50 ❑ 6' HIGH SOLID VINYL FENCE LOW -MAINTENANCE FESCUE SEED MIX SPECIES SEED MIX IN % FESTUCA RUBRA COMMUTATA I CHEWING'S FESCUE 15 FESTUCA 011 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 PICEAPUNGENS 'FAT ALBERT/FAT ALBERT COLORADO SPRUCE 8' HT. B&B 11 = = PF3 PINUS FLEXILIS'VANDERWOLF'S PYRAMID' / 8' HT. B&B 3 VANDERWOLF'S PYRAMID LIMBER PINE PP PINUS PONDEROSA/PONDEROSA PINE 8' HT. B&B 8 DECIDUOUS TREES CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY AX ACER TRUNCATUM X PLATANOIDES 'WARRENRED' TM / PACIFIC SUNSET MAPLE 2" CAL. B&B 35 BD BETULA NIGRA'BNMTP 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'SHADEMASTERV 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 QUERCUS RUBRA/ RED OAK 2" CAL. B&B 18 -� Oi­� �� 0Yj�� r�WE LAND =GROUP ■ .y CO) Q y J C J a CL. Cc CL i Cc O E �+ Q o00 U ■� CzLo z a co \J N co Revisions Al 1. OF LA__ 589 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Area 1 L1.01 16 15 PA PB it �5 I I I I� I F, GS (4) (5) PF . 1 ■ I 1�Sa��iRSllll\\\-\\�IIIIN�J'Y//11111`bV:j.®� k - •'II ■,7_ll o /Fill'�11� a }11; r 14 I ( 7' / A/; T b Keynotes: 1-10 TO NUMBERED NOTES BELOW. 4° CP (2 r r':: + 4 (1) QR_ - _'T 4„ RR MS 1 l lri // + + + + 1. ACHD 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE (1 \ PP / 1 O �' + + +' 3. IRRIGATION POO, REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION r1 L t / / -PA ( + 4. BENCH. TIMBERFORM COLOSSUS. PART 2219-16; 72" PER PLANS 5. MULTI -USE PATHWAY, REFER TO DETAIL 7/1.50 / / + +1 9 OS (1 oo ++ MS 6. MONUMENT SIGN, BY OTHERS. SHOWN FOR REFERENCE ONLY /A; (2) 7. 36-48" SANDSTONE BOULDER, REFER TODETAIL 4/L1.50 i 8. SANDSTONE BOULDER RETAINING WALL + 9. PLAY STRUCTURE. ID SCULPTURE WOODLAND FORT, MODEL AP018, REFER TO DETAIL 5/1-1.51 4"PIRR 4"P R + 10. EMBANKMENT SLIDE. BEARS PLAYGROUNDS CUSTOM SLIDE 4 PIR 11 i / 11. 10-12-FT FALLEN LOG, REFER TO DETAIL 4/11.51 14 / ^ r + 12. FOOTBRIDGE, REFER TO DETAIL 5/11.50 / / : y / + (2) PB 3. BOULDER TREE WELL, REFER TO DETAIL .50 14• OPEN PLAY INTERPRETIVE SIGN, BY OTHERS. SHOWN FOR REFERENCE ONLY MS (2 CS (1) TYP 0 F 4 7 / - + 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 /' / / + + 17. DRY CREEKBED, REFER TO DETAIL 1/11.51 G' P + tt 4 18. FUTURE HWY 16 LANDSCAPE BUFFER SHRUB PLANTING, REFER TO L1.07 FOR ADDITIONAL INFORMATION MS (1) ; /j 19. COMMUNITY POOL SHRUB PLANTING, REFER TO DETAIL 6/1-1.51 FOR ADDITIONAL INFORMATION (3) PB (2) AX OR (1 / �/ ' /1 + + + 8 BEGIN Legend: PB 2 ( ( ) PA + RHIZOMATOUS TALL FESCUE SOD UPLAND MONTANE SOD MIX, + + REFER TO MAGIC VALLEY TURF + + AT (208) 326-2220 FOR --------- ----------- - ``\ + + ADDITIONAL INFORMATION 15 I j I I 14 LOW -MAINTENANCE FESCUE ACHD BIORETENTION SOIL MIX, - O _ �F (1 I r d (3) B D SEED MIX - REFER TO 2018 ACHD STANDARD _ SPECIAL PROVISION 20201 FOR - - - - - - O [ I [ / + + + _ ADDITIONAL INFORMATION --- _ CP (2) + i ( \ ' " I I I I 2-6" RIVER COBBLE AT 12" DEPTH i !j !j ASPHALT PATHWAY, REFER TO PB (3) AX l2) �\ b i //li U ++ PER DETAIL./L1.51 /j�jj�i DETAIL 7/L1.50FOR ADDITIONAL ij I I 1 $ TyP ji !i /j INFORMATION (2) CS i i i i i '.:,MINUS GRAVEL SURFACING AT BARK MULCH PB (2) I 4 6" DEPTH, COMPACT TO 95% PROCTOR 4'PIRR 4"p I j I = + + + + jl + + I // I + + (3) PP 0 6' OPEN STYLE METAL FENCE - D WALLH EOEISE AIL ATTENUATION (3) GS a'/RR / I + /11.50 / is-:1 , A + I + + ❑ 6' HIGH SOLID VINYL FENCE + 13 ---------- - ----- ---- ---- ------ ----- ' ' TYP OF 13 + GS (4) (2 AX 13 + + + (3) OR 15 , i r-- - + MS (1) _i ti r + + + + + + + + +1 +++ +++ (5) BD 4"PIRR 4" RR 4"PIRR "PIRR I / + + 15 1 a i + + [.. + + r + (2) CAR L / EP�EP EP� w ---- (_ 1i (3) GS (2) AX (3) GS GS (3) I� + + 10 4"I�IRR + (1) CP ---- ------------- ' 15 ����` �� w w v - -� - - 1 - - rr., + (1) PA 18 TYP \w�CP \w F + /I W w (3 \\\ :� I - + +/ 8 BEGIN I W (1) OR \ W \ w W \ GS (2) AX (2) GS (3) MS (1) ` = + I (1) CS \\ PF8 (1) I + (3) MS \ (1) PA ��v C� (1) I (1) CS GS(3) I 6 + 6 - e \\ "PI 4" "PIRR + L1.50_ __ __ g JI +�-�-_-i --� \��, \� \�\, END 5 8 END 2 END I I \\` \� \ ,\\ LOW -MAINTENANCE FESCUE SEED MIX SPECIES SEED MIX IN % FESTUCA RUBRA COMMUTATA I CHEWING'S FESCUE 15 FESTUCA 011 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 PICEAPUNGENS 'FAT ALBERT/FAT ALBERT COLORADO SPRUCE 8' HT. B&B 11 = = PF3 PINUS FLEXILIS'VANDERWOLF'S PYRAMID' / 8' HT. B&B 3 VANDERWOLF'S PYRAMID LIMBER PINE PP PINUS PONDEROSA/PONDEROSA PINE 8' HT. B&B 8 DECIDUOUS TREES CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY AX ACER TRUNCATUM X PLATANOIDES 'WARRENRED' TM / PACIFIC SUNSET MAPLE 2" CAL. B&B 35 BD BETULA NIGRA'BNMTP 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 GLEDITSIATRIACANTHOSINERMIS'SHADEMASTERV SHADEMASTER HONEY LOCUST 2" CAL. B&B 53 L f MS MALLS 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 QUERCUS RUBRA/ RED OAK 2" CAL. B&B 18 -� /F�i �� �lj�� r� WE LAND GROUP CO) .y y � y J C CL. Cc CL i CcO c0 �+ Q o 00 U ■� CzLo z a co \J N co Revisions Al PZEjOF �qy0 LA-_ 89 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Area 2 ,�, Landscape Plan Area 2 Horizontal Scale: 1" = 40' 4J3 V/ 0 40' 80' L1.02 e B s=a E Infiltration Basin 1 Horizontal Scale: V. = 10. I � rr I I ! a I C i I 1 1 I I 1 f� I •� Infiltration Basin 4 Horizontal Scale: V. = 10. ° ,°' 20' ,�, Infiltration Basin 2 0 10' 20' Horizontal Scale: V. = 10, Infiltration Basin 5 Horizontal Scale: 1" = 10. 0 10, 20' 0 10, 20' Infiltration Basin 3 Horizontal Scale: V. = 10. Infiltration Basin 6 Horizontal Scale: V. = 10. 0 10, 20' T 1 0 10' 20' Sheet Notes: t: Ill M. TH E 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. A L1.02 FOR 2. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING, SHEETS L1.07 AND L1.51 FOR SHRUB PLANTING & W G R 0 U P AREA DETAILS 3. REFER TO LANDSCAPE NOTES ON SHEET 11.00. AND 1310TRETENTION 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 MEADOWSEDGE 15 CAREXNEBRASCENSIS I NEBRASKA SEDGE 15 AGROSTIS SCABRA I ROUGH BENTGRASS 20 DESCHAMPSIA CAESPITOSA I TUFTED BENTGRASS j 20 PLANT SCHEDULE SHRUBS CODE I BOTANICAL / COMMON NAME SIZE CONTAINER QTY �yF BB BOUTELOUAGRACILIS'BLONDEAMBITION'/ 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 A 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 PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK 0 PG PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 5 GAL. POT 32 MOCKORANGE ,wuy PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RHUS TRILOBATA AUTUMN AMBER /AUTUMN RA AMBER SUMAC 5 GAL. POT 131 RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SO 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 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 LOWCATMINT 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 C J ■� n CL Cc CL i Cc O + C� o 00 OWN U ■ ca z a Ln M C Revisions Al 1. LA-- 589 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Basin Enlargement L1.03 Infiltration Basin 7 Horizontal Scale: 1" = 10' — — — — — — — — — — — — — — 1 — I 1 \ Infiltration Basin 9 Horizontal Scale: V. = 10. / I — — — — — — — — \� I ° I 0 10, 20' 0 10, 20' — EP EP -----1\----------------f---- -- 117-1 —'\-- Infiltration Basin 8 Horizontal Scale: 1" = 10' EP EP EP EP EP EP EP EP — /111IN,0 \\�`\ak 1 \\11 \ 0 o \\ \\ \ \ \\ \\ a.\ \ \ \ \ a Infiltration Basin 10 Horizontal Scale: 1" = I a 0 10, 20' 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 L1.01 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 11.00. AND 1310TRETENTION 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 CAESPITOSA I TUFTED BENTGRASS 20 PLANT SCHEDULE SHRUBS CODE I BOTANICAL / COMMON NAME SIZE CONTAINER QTY •IyF BB BOUTELOUAGRACILIS'BLONDEAMBITION'/ 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 A 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 PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK PG PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 5 GAL. POT 32 i J MOCKORANGE ,wuy • PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RHUS TRILOBATA AUTUMN AMBER' /AUTUMN RA AMBER SUMAC 5 GAL. POT 131 RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SO 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 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 HUMMINGBIRDMINT 1 GAL. POT 64 PLANT AT 24" 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. -� Oi�i �� �lj. r� WE LAND GROUP ■ .y CO) Q y C J ■� n CL. Cc ■� Q Cc 0 E p 00 U � ■ CIO z CZ Cc Ln M Revisions 1. LA-- 589 . 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Basin Enlargement L1.04 ------------ 0 RW 1 4C-F t I I I I I I I I I I I I I I I I I I I I I I I i Cyi I Vill I I I I I I I I I Infiltration Basin 11 ° 20' Horizontal Scale: V. = 10. a s B sa- E Infiltration Basin 12 2 Horizontal Scale: V. = 10. ,�, Infiltration Basin 13 ,° z° Horizontal Scale: V. = 10. Sheet Notes: toi:M. TH E 1. ALL INFILTRATION BASINS SHALL BE CONSTRUCTED ACCORDING TO CIVIL PLANS. SOIL WITHIN EACH 11ILAND INFILTRATION BASIN SHALL BE PREPARED ACCORDING TO ADA COUNTY HIGH DISTRICT'S 2018 STANDARD SPECIAL PROVISION 201 SOIL MIX. A 1-1.02 FOR 2. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING, SHEETS L1.07 AND L1.51 FOR SHRUB PLANTING & W G R 0 U P AREA DETAILS 3. REFER TO LANDSCAPE NOTES ON SHEET 11.00. 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 CAESPITOSA I TUFTED BENTGRASS 20 PLANT SCHEDULE SHRUBS CODE I BOTANICAL / COMMON NAME SIZE CONTAINER QTY IyF BB BOUTELOUAGRACILIS'BLONDEAMBITION'/ 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 A 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 PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK 0 PG PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 5 GAL. POT 32 MOCKORANGE ,wuy PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RHUS TRILOBATA AUTUMN AMBER' /AUTUMN RA AMBER SUMAC 5 GAL. POT 131 RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SO 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 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 HUMMINGBIRDMINT 1 GAL. POT 64 PLANT AT 24" 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. ■O .y y � y J CCc i Cc O 00 U cc ■5 Cz Z a Ln co c Revisions Al 1. LA-- 589 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Basin Enlargement L1.05 a a B s=a E V/ Infiltration Basin 14 Horizontal Scale: V. = 10. a 71� \`1 C Infiltration Basin 15 Horizontal Scale: V. = 10. �j. --------------------— ... — o. ------------ --------- -------------------------------------------- -- ----------------------------------------------- D ,o' 20' Infiltration Basin 16 Horizontal Scale: 1" = 10, 0 10, 20' 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 11.00. 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 CAESPITOSA I TUFTED BENTGRASS 20 PLANT SCHEDULE SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY �yF BB BOUTELOUA GRACILIS ELONDE 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 A 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 PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK PG PHILADELPHUS LEWISIPGOOSE CREEK' / WILD 5 GAL. POT 32 i J MOCKORANGE ,wuy PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RHUS TRILOBATA AUTUMN AMBER' /AUTUMN RA AMBER SUMAC 5 GAL. POT 131 RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SO 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 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 HUMMINGB1IR MINT 1 GAL. POT 64 PLANT AT 24" 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. -� Oi�i �� �lj. r� WE LAND GROUP y CO) Q y C J J CL. Cc CL i Q Cc o E � p� 00 U � ■� CID z CZ a Ln M Revisions 1. \\\\SpZEjOF �qy i LA-1 589� 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Basin Enlargement ��L u �� ire -a�, a �r • 11� =a{! 1!It A 11.IM � s-0iii F + + + + F + F + + + +��� F + + + + + + ---(10) BB (7) RW —(3) PT ) JS 24"GIRR ---- Landscane Buffer Shrub Plantina Detail: Area 1 4 BO' Landscape Buffer Shrub Planting Detail: Area 2 Horizontal Scale: 1"=40' Horizontal Scale: 1" = 40' Sheet Notes: 1. REFER TO SHEETS 11.01 AND 11.02 FOR TREE PLANTING AND SITE AMENITIES. 2. REFER TO LANDSCAPE NOTES ON SHEET 11.00. 3. REFER TO INFILTRATION BASIN PLANTING ENLARGEMENTS ON SHEETS L1.03-L.1.06. Leaend: 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 ADDITIONAL INFORMATION 2-6" RIVER COBBLE AT 12" DEPTH / !j !j ASPHALT PATHWAY, REFER TO PER DETAIL 1/11.51 j /j /j// DETAIL 7/11.50 FOR ADDITIONAL INFORMATION 4" MINUS GRAVEL SURFACING AT BARK MULCH 6" DEPTH, COMPACT TO 95% PROCTOR 0 6' OPEN STYLE METAL FENCE [] 8' HIGH NOISE ATTENUATION WALL, SEE DETAIL 4/11.50 ❑ 6' HIGH SOLID VINYL FENCE PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY A BB BOUTELOUA GRACILIS'BLONDE AMBITION'/ 3 GAL. POT 52 i 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 A 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 PB2 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / 5 GAL. POT 9 DIABOLO NINEBARK 0 PG PHILADELPHUS LEWISII'GOOSE CREEK/ WILD 5 GAL. POT 32 MOCKORANGE yb 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 3 GAL. POT 89 BLUES LITTLE BLUESTEM SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY 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. -� Oi—� � 0Y*A0 too'; WE LAND =GROUP O ■ .y CO) CID y J C ■� n CL ■� i O 00 U ■� ca z Mill a M C� Revisions Al 1. LA— 116589 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Shrub Planting Detail L1.07 I i I BEGIN— — — — — — — - — 1 END — - — 1 BEGIN - � END BEGIN IILv I I _r tl 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 6/11.50 0 6' HIGH SOLID VINYL FENCE ®® ii y�THE i LAND GROUP O ■ .y O CA y J CCL. Cc J i i !Q O EC-0 OW CJ o 00 U ■� Cc CZ z CZ C)2t Revisions Q 1. SS PEE OF tOgyO ��i k4l ' T.9d589 �\ A'DSCA� P¢�\ /IIIII 04/07/2022 Project Nc.. 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 NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION' HOWEVER THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ROOT PROBE l7 SOIL LINE UTILIZE SOIL/ROOT PROBE AROUND TRUNK (APPROX. 34" AWAY FROM TRUNK) TO LOCATE i HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOPY A OF FOOTBALL, REMOVE ALL NAILS, TIES, AND PLASTICFROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY j REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE�j LEFT ON THE BOTTOM OF THE FOOTBALL. Deciduous Tree Planting Scale: NTS MULCH LAYER COMMERCIAL FERTILIZER TABLETS T REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS' IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. PREVAILING WIND DIRECTION TREE WRAP TRUNK PROTECTION, REMOVE AFTER INSTALLATION RUBBER CINCH TIE 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE 3" _ _ SPECIFICATIONS FOR ADDITIONAL INFORMATION. r \ ��I ��A� FINISH GRADE � /// j COMMERCIAL SLOW RELEASE FERTILIZER TABLETS SET FOOTBALL ON NATIVE UNDISTURBED SUBSOIL 2x ROOTBALL DIAMETER 3x FOOTBALL DIAMETER WATER RETENTION BASIN BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. Z � � a 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. Shrub Planting A -� Boulder Installation Scale: NTS BOULDER RETAINING WALL BY o DESIGN -BUILD CONTRACTOR z a 0 C y MULCH AT EDGE - BETWEEN PAVEMENT AND FACE OF BOULDER 0 w SIDEWALK PER CIVIL PLANS s 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 TO CIVIL SHEETS FOR LANDSCAPE PLANS. I f MORE INFORMATION INSTALL SHRUB PER DETAIL 3/1-1.50 5- TREE PLANTING MIX PER NOTES ON SHEET 11.00 47.8' NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. Q 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. a° o 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. d a 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.C� =,M ROOT PROBE �q SOIL LINE mow`„ UTILIZE SOIL/ROOT PROBE AROUND TRUNK _ (APPROX. 34" AWAY FROM TRUNK) TO LOCATE 3 HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. / \ REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP Y OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC \ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. Coniferous Tree Planting Scale, NTS )GATED, SIZE AND TYPE PER SUBGRADEAS E 2x FOOTBALL DIAMETER 3x ROOTBALL DIAMETER REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS' IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. PREVAILING WIND DIRECTION RUBBER CINCH TIE 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. IIH1111 FINISH GRADE COMMERCIAL SLOW RELEASE FERTILIZER TABLETS SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 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 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 S INSIDE FACE TO INSIDE FACE OF RAILING 11/16"0 (TYP) SYSTEM 11/16"0 (TYP) 1 1/2" 1 1/2" 1 1/2" 1 1/2" " s" 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 3-3.5' HT. BOULDERS FOR TREE WELL. REFER TO DETAIL 4/1-1.50 FOR BOULDER INSTALLATION DETAIL. 2.5' T 2.5' F2:1 SLOPE MAX PER CIVIL DRAWINGS FINISHED GRADE FUTURE ITD SERVICE ROAD AND HWY 16 TOP OF BERM PER CIVIL PLANS 3'-3.5',,,. FOR 5'1 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, NCH GRADE GRADING RULES AGENCY - RIS WESTERN RED CEDAR, S4S, SELECT STRUCTURAL GRADE GRADING RULES AGENCY - WWPA, WCLIB TREATED HEM-FIR/DOUGLAS FIR, S4S, NO.1 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 NAPHTHENATE (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. _..m.■rlrrrrrrrl------rlrulrlrlrrrr■rlrrrrrrrlrur�rr■rr�� aw.__ SICLASS "C" ASPHALT PAVINi3 'AGGREGATE BASE GEOTEXTILE FABRIC UNDISTURBED EARTH Figure 3-2. Asphalt Pathway Cross -Section Detail %'���THE LAND GROUP O y y � y J ■ _n ANN ip CC O co 00 U � ■5 Cz z Cz a Ln co CCco Revisions 1. \\\\�SPZEjOF �qy� �// LA__ 589 " fit / / III 1 \ \\\\ 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit5et Construction Documents Landscape Details sa- $s South Berm Cross -Section Scale: 1/4" = 1' City of Meridian Pathways Master Plan Asphalt Pathway Section Scale: NTS L1.50 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 naaitvari, wininrnnt Tn FOGE OF DRY CREEK, 4' TYP, SEE PLAN ILDERS PER ETAIL 4/1-1.50 :D FINISH GROUND DING PLAN AGE WINDOW Aure outline et 'SS wedge anchor (3) �d icing (by others) ade r reinforced concrete si (3) (by others) ing subgrade (by others) / \ Min 6' use zone — / �Io be verified by installer) � 5'-6^ � culpture net / 16"x36" Fiber reinforced concrete / pier, 4000 psi (3) (by others) \ T-10" 3-9" 3-0" 88. o 00 ----integral footing \ 16'--------_GFRC sculpture plan outline / ® 0 z a s IM Woodland Fort_AP018 ID Sculpture Woodland Fort Play Feature Timberform Colossus Bench Scale: NTS B j Community Pool Parking Lot Shrub Planting Detail Scale: NTS \ v / Scale: 1" — 20' 3 Bears Playgrounds Embankment Slide Scale: NTS EO Fallen Log Open Play Amenity Scale: NTS PLANT SCHEDULE SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY 'k BOUTELOUA GRACILIS'BLONDE AMBITION' / BB BLONDE AMBITION BLUE GRAMA 3 GAL. POT 52 CORNUS SANGUINEA'MIDWINTER FIRE' / CM MIDWINTER FIRE BLOODTWIG DOGWOOD 5 GAL. POT 111 CERCOCARPUS MONTANUS/ALDERLEAF CM2 MOUNTAIN MAHOGANY 5 GAL. POT 21 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 PHYSOCARPUS OPULIFOLIUS'MONLO' TM / O PB2 DIABOLO NINEBARK 5 GAL. POT 9 J`� PHILADELPHUS LEWISIPGOOSE CREEK' / WILD LJ PG MOCKORANGE 5 GAL. POT 32 "Wily PT PURSHIA TRIDENTATA / ANTELOPE BITTERBRUSH 5 GAL. POT 20 RHUS TRILOBATA 'AUTUMN AMBER' / AUTUMN RA AMBER SUMAC 5 GAL. POT 131 RW ROSA WOODSII / MOUNTAIN ROSE 5 GAL. POT 53 SD SALVIA DORRII / DESERT SAGE 3 GAL. POT 46 SCHIZACHYRIUM SCOPARIUM'THE BLUES' / THE SS BLUES LITTLE BLUESTEM 3 GAL. POT 89 SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY AB ACHD BASIN FORB MIX/ FORB MIX 10,417 SF ACHILLEA MILLEFOLIUM / COMMON YARROW AM PLANT AT 24" O.C. 1 GAL. POT 98 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. �-� OF AM � Oi r� / LAND GROUP ■ y � y J C C }+ yCL •— i cc ip E �+ C� Cn U Revisions Al 1. ���111111/7j/ OF c� U-1 589 ' 101111 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Details L1■51