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CC - Construction Drawings Aviator Springs Subdivision THE � W.- RAND -Investment Analytic Group , LLC G R O U P E E Construction Drawings Engineer's Standard Notes: City of Meridian - Standard Notes: ACHD Standard Notes: Vicinity Map: 1. TECHNICAL SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS. UPON SUBMITTAL OF A BID PRICE BY THE CONTRACTOR, IT CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL ACHD STANDARD CONDITIONS: IS RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE TECHNICAL SPECIFICATIONS AND THE CONTRACTOR AGREES TO ABIDE BY REV. MARCH 2O18 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. W. McMILLAN RD THE REQUIREMENTS AND CONDITIONS CONTAINED THEREIN. GENERAL CONSTRUCTION 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY. ® ®� M 2. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC MTrM A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ON THE JOB SITE DURING WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS OTHE ISPWC (AND ANY ADDENDUMS), 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF ALL WORKING HOURS. MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD), AND/OR THE REQUIREMENTS OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. THE IDAHO TRANSPORTATION DEPARTMENT (ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING 3. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK INDICATED IN THESE PLANS AND SPECIFICATIONS. ANY ITEM STANDARDS OR SPECIFICATIONS. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. INDICATED IN THESE PLANS, BUT NOT ITEMIZED IN THE BID DOCUMENTS,WILL BE INCLUDED UNDER A BID SCHEDULE ITEM TO WHICH IT MOST PERTAINS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303,AND SD-806. A TRAFFIC CONTROL PLAN WILL ALSO BE o READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR � PROJECT SITE 4. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE CONTRACT DOCUMENTS,AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE FEWEST POSSIBLE. ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. 4. ALL CONTRACTORS, SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE START OF WORK. TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR IT'S CONSULTANTS ASSUMES NO 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACHD LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED)ARE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR MAY COMPROMISED DURING ANY PHASE OF CONSTRUCTION. UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (1-800-342-1585) OR 811 FOR NOT OPEN OR CLOSE WATER VALVES. CD EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. ACHD ROADWAY NOTES: w 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND ACHD W. USTICK RD 6. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS LI z I LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1. SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. NOT TO SCALE CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON 01A MUTCD. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: IF (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE Sheet Index: 7. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. Z SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL THIS PROJECT MEET THIS REQUIREMENT AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUND DEPARTMENT,AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE REPLACE THE ENTIRE ROADWAY SURFACE. Number Sheet Title Number Sheet Title o DISBURSEMENT COVERING SAID WORK. RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH C1.00 Cover and Notes C5.06 Sewer Plan and Profile- N. Magical Creek Ave. (North) CONSTRUCTION PLANS. OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 8. WORK SUBJECT TO AGENCY OR PROJECT ENGINEER'S APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY C1.10 Existing Conditions C5.07 Sewer Plan and Profile-W. Becky Ct. y (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. C1.50 Overall SWPPP Site Plan C5.08 Sewer Plan and Profile-W Pilot Ct(West) APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. TO CONSTRUCTION. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. C1.51 Enlarged SWPPP Site Plan - North C5.09 Sewer Plan and Profile-W. Pilot Ct(East) 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES DURING THE 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS WITHIN ( ) C1.52 Enlarged SWPPP Site Plan-South C5.10 Sewer Plan and Profile-N Keklik Ave (North) Q CONSTRUCTION OF THIS PROJECT,AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE GOVERNING AGENCY,AT NO THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE SECTION NOTED ON THE ASPHALT EXTRA COST TO THE OWNER. APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS GREATER. C1.55 SWPPP Details C5.11 Sewer Plan and Profile-W.Yoke St(West) 10. ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS, DETAILS AND SPECIFICATIONS. SOME MATERIALS MAY REQUIRE SEVERAL WATER C1.56 Waters of the US C5.12 Sewer Plan and Profile-W.Yoke St. (East) 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 WEEK ORDER LEAD TIME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL ORDERING LEAD TIMES,AND PROVIDING 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. C2.00 Project Overview C6.00 Drainage &Utility Overview REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE ALLOWED. CONTACT SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO C2.10 Street Lighting and Signage Plan C6.01 Drainage & Utility Plan-Area 1 THE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE. 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION DIVISION. CONTACT CA 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. INSPECTION REQUESTS REQUIRE A C4.00 Roadway Overview C6.02 Drainage& Utility Plan-Area 2 11. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ND NON-POTABLE WATER MINIMUM OF 24-HOUR PRIOR NOTICE. C4.01 Roadway Plan and Profile- N ALameda Creek Ave (South) C6.03 Drainage&Utility Plan-Area 3 y EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY THE MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT MARKINGS SHALL C4.02 Roadway Plan and Profile-W Aileron St C6.04 Drainage&Utility Plan-Area 4 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION SMOOTHLY WITH EXISTING PAVEMENT C4.03 Roadway Plan and Profile- N Keklik Ave (South) C6.05 Drainage&Utility Plan-Area 5 12. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION MARKINGS. PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY CONSTRUCTION. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A C4.04 Roadway Plan and Profile-W Altitude St C6.06 Drainage & Utility Plan-Area 6 MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO CROSS WITH 5. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED C4.05 Roadway Plan and Profile-N Magical Creek Ave (South) C6.10 Infiltration Basin Details 13. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA TO WORKS CONSTRUCTION (ISPWC), LATEST EDITION,AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO THESE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE C4.06 Roadway Plan and Profile- N Magical Creek Ave (North) C6.11 Infiltration Basin Details ■1 STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY. RULES (IDAPA 58.01.16). COMPACTION TESTS. C4.07 Roadway Plan and Profile-W Becky Ct C6.12 Infiltration Basin Details 14. THE CONTRACTOR SHALL PERFORM ALL CLEARING AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER C4.08 Roadway Plan and Profile-W Pilot Ct(West) C6.13 Infiltration Basin Details INDICATED ON THESE PLANS AND SPECIFICATIONS TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). Certification of Compliance with Design Standards: C4.09 Roadway Plan and Profile-W Pilot Ct (East) C6.50 Utility Details ■� 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH 70 15. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED C4.10 Roadway Plan and Profile- N Keklik Ave (North) C7.00 Gravity Irrigation Plan and Profile-Waste Ditch cc THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS Cc o THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM C4.11 Roadway Plan and Profile-W Yoke St(West) C7.10 Pressurized Irrigation -Overall � 16. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE NOTED. INSPECTOR. ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT C-0 C4.12 Roadway Plan and Profile-W Yoke St(East) C7.11 Pressurized Irrigation -Area 1 CD c0 DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE p °O 17. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. SEWER C4.20 Mass Grading Plan C7.12 Pressurized Irrigation -Area 2 c-) 0 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL 18. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND INCLUDES THIS AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. Client / Developer: C4.50 Roadway Sections C7.13 Pressurized Irrigation Details z 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 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IAG CAPITAL, LLC C4.51 Intersection Details 1 C7.50 Pressurized Irrigation Pump Station a N INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE C4.52 Intersection Details 2 C7.51 Pressurized Irrigation Pump Station Section c) FROM THE OWNER'S REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED 800 W. MAIN ST, STE 1460 C4.60 Grading Details Overview L1.00 Landscape Plan Overview RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION BOISE ID. 83702 Revisions 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C4.61 Grading Details 1 L1.01 Landscape Plan Area 1 ---- 19. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, EQUIPMENT AND CONTACT: RYAN MINERT 1 MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN TRAFFIC, WITHIN THE PROJECT LIMITS 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A C4.62 Grading Details 2 L1.02 Landscape Plan Area 2 AND ON THE APPROACHES TO THE PROJECT. MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH C4.63 Grading Details 3 L1.03 Landscape Plan Basin Enlargement LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION Property Owners: C4.64 Grading Details 4 L1.04 Landscape Plan Basin Enlargement 20. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL BE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF RULES (IDAPA 58.01.16). AG EHC II (LEN) MULTI STATE 2, LLC C4.65 Grading Details 5 L1.05 Landscape Plan Basin Enlargement THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY,AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY 8585 E HARTFORD DR, SUITE 118 C5.00 Sewer Overview L1.06 Landscape Plan Basin Enlargement CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND 4. PLACE SEWER SERVICE LINES IN A SIX(6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). SCOTTSDALE, AZ 85255 C5.01 Sewer Plan and Profile- N.Alameda Creek(South) L1.07 Landscape Plan Shrub Planting Detail OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. ROADWAY CONTACT: STEVENS. BENSON C5.02 Sewer Plan and Profile-W. Aileron St. L1.10 Fencing Plan 21. IF ANY ARCHAEOLOGICAL, CULTURAL OR HISTORICAL RESOURCES, OR ARTIFACTS OR OTHER FEATURES ARE DISCOVERED DURING THE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION C5.03 Sewer Plan and Profile- N Keklik Ave (South) L1.50 Landscape Details COURSE OF CONSTRUCTION ANYWHERE ON THE PROJECT SITE,WORK SHALL BE SUSPENDED IN THAT LOCATION UNTIL A QUALIFIED PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Planning and Design: C5.04 Sewer Plan and Profile-W.Altitude St. L1.51 Landscape Details 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 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. THE LAND GROUP, INC. C5.05 Sewer Plan and Profile-N. Magical Creek Ave. (South) PRESERVATION SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF WORK. CIVIL ENGINEER: JAMES W. GUTE, PE (JGUTE@THELANDGROUPINC.COM PRESSURIZED IRRIGATION ) 22. CONTRACTOR SHALL HAVE A STAMPED AND APPROVED SET OF PLANS,A COMPLETE COPY OF THE IDAHO STANDARDS FOR PUBLIC 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING LANDSCAPE ARCHITECT: MATTHEW T ADAMS, PLA (MATT@THELANDGROUPINC.COM) WORKS CONSTRUCTION (I.S.P.W.C.), LATEST EDITION, ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN STANDARDS AT CONSTRUCTED. LAND SURVEYOR: JIM WASHBURN, PLS JIM@THELANDGROUPINC.COM) THE WORK SITE AT ALL TIMES. ( ONAL 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 462 E. SHORE DR., SUITE 100 �G\s �NGI 23. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD AS-BUILT INFORMATION DURING THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) EAGLE ID 83616 Dig Line, InC■COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL PROVIDE THE MARKED UP AS-BUILT AND THE CITY OF MERIDIAN WATER DEPARTMENT.PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL OF RECORD DRAWINGS. 68 04/07/2022 24. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START OF ALL WORK ttl'+ + Call Before You Dig' �TgTe OF INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE.THE GENERAL CONTRACTOR 81 1 DES W.G 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 Project No.: 120194 THE PROJECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. Plans Are Accepted For Public Street Date of Issuance: 04.07.2022 Construction Project Milestone: Permit Set By stamping and signing the improvement plans,the Registered Engineer ensures the Cover and Notes 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 3 a Engineer of these responsibilities. z�a BY: DATE: C1 ■0 O ADA COUNTY HIGHWAY DISTRICT f B2 L5 B3 L7 B3 L12 B4 L3 ® � B2L31 a - THE L4 I v B3 L6 B3 L13 - B4 L2 B2 L4 i i LAND Topographic Survey� B4 L1 B4 L5 B4 L6 B4 L7 B4 L8 ; iB2 L32 I °� B2 L3 B3 L5 B3 L14 CHUKAR RIDGE i i I ' GROUP Wi i I B2 L39 u I for 1 SUBDIVISION I B2 L33 B2 L2 B3 L4 B3 L15 I} - W -------e-----IN- ■ ■ ■ ■ Aviator Springs Subdivision 8 SS g SS � 60 B2 L34 I IBX I I - - I B3 L3 B3 L16 --- - --- I GRATE:2532.09' u I I IE(N)24"RCP:2524.57' I I Being the Northeast Quarter of the Southeast Quarter of Section 32, B2 L35 I IE(S)21"RCP:2572.24' I EAST QUARTER CORNER S B3 L2 B3 L17 3 Li i I i I IE(W)12"CMP:2528.26' I I SEC. 32 Township4 North Range 1 West Boise Meridian B3 L21 B3 L22 B3 L23 3 L24 IB3 L25 B3 L26 B3 L27 B L2 g2 L36 I I I CP&F#2021-116530 � 9 E - PIPE Ada County, Idaho B3 Li B3 L18 \ /� JJ� _ - - R' RR IE(S)16"RCP:2526.92' - - 2"GIRR _ - f = 1 - - ==�2 f { - - R PIPE 2021 _ _ - SSMH ✓ ` S89°19'39"E 1323.00' - - - - --y A 2 P RR X--� MB IE(N)16"RCP:2527.14' RIM:2523.31' CENTER EAST �A_ - I �I� w PIPE IE(N)8"PVC:2507.96' 1/16TH \\ PIPE I TBM#39 IE(S)16"RCP:2527.33' PIPE IE(E)8 PVC:2508.09 x \ IE(N)14"CMP:2521.19' _2S EL:2525.66' I IE N 1 IE(W)8"PVC:2509.09' \ ---- -- 24 - I IBX O 6"RCP:2527.58' O .I � � I w PIPE GRATE:2531.27 I IE E 12 CMP:2528.06 IE(W)16"RCP:2527.34' Vicinity Map: IE(W)12"CMP:2528.32' I o� PIPE 7 M SUMP:2527.36' C IE(E)16"RCP:2527.30' ti ®,® I TBM#36 tS ' S �S I EL.2530.58 / - ® ! PIPE w �� I I I - IE(E)12 CMP:2529.71 2526- - � - - �v / - - � I `` SITE - v 2526 IRR \ / M M } v I IBX �� I �I� � el:.. \ ® GRATE:2532.87 LL, �. \ \ IE(N)20 RCP:2528.82 IO .� IE(W)12"RCP:2529.89' 0e �� s c� ` \ �� •� \ \ IE S 20 RCP:2528.71 GIRR RR \\ I °; \ 52� \ / VACATED DITCH \ f � � I IBX I� GRATE:2530.15' oc A / � -2527- L IE(S)36 PVC:2521.63 c� \ I \ � i �® DIRT ROAD � � - - - IE(W)36"PVC.2521.63' \ i �� CA SUMP.2519.65 p - - w IIIIIIIIIIIIIIIIIIIIII� / � . fi �i m z; w PIPE RR o IE(S)12"CMP:2530.10' ■ I LO_ Legend: 3235 N MCDERMOTT RD ® IBX I N PIPE y GRATE:2533.28 IE(S)12"CMP:2528.63' ACCLIMA INC IE(N)20"RCP:2528.94' �� I FOUND ALUMINUM CAP MONUMENT - - BOUNDARY LINE M _ -- -- -- APN No: SO432417350 IE(S)20"RCP:2528.94' F z • FOUND 5/8"MONUMENT - - - SECTION LINE y EXISTING OWYHEE -39.99 ACRES -OH_ J o TEMPORARY BENCHMARK -- - -- -- -- -- - EASEMENT LINE T II Q _ S SANITARY SEWER MANHOLE EG EG EDGE OF GRAVEL HIGH SCHOOL w III,I I c DR. > > IV O EP EP w o ® PRESSURE IRRIGATION VALVE EDGE OF PAVEMENT Z UNPLATTED Cl) m IRR IRRIGATION BOX -X-X-X-X-X- FENCE LINE CL CL �" POWER POLE - SS - SS - SANITARY SEWER LINE �Il E5 I E- GUY WIRE GIRR GRAVITY IRRIGATION LINE � � � I � I PIPE �- STREET LIGHT TOP TOP OF DITCH � RR IBX JJ IE(N)12"CMP:2528.25' ❑e ELECTRIC BOX TOE BOTTOM OF DITCH PIPE I] TELEPHONE RISER OHP OVERHEAD POWER LINE GRATE:2530.41' / J I IE(N)12"CMP:2530.11' T T T UNDERGROUND TELEPHONE LINE IE(N)36"PVC:2522.26' , / / I ; Me MAIL BOX IE(S)36"PVC:2522.26' \ ILU I SIGN N -� CONCRETE AREA / � �� CURB AND GUTTER Q O I / `L x / ! I EXISTING BUILDING � C co i ` �2530 EXISTING GROUND CONTOUR p00 c.: �I I CZ _ / ` 'CC LCIO z53o Keynotes: Q N -2530- - - - QI I 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND \ w EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND Revisions 1Q IRR UTILITIES. ---- / IBX I 1. _ IE(N)ORRCP:2529.17' I 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 - IE(S)20 RCP:2529.17 I w TITLE SEARCH, ARE NOT NECESSARILY DEPICTED ON THIS SURVEY. -2531 _ _ \ I I 3. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANE COORDINATES SYSTEM (NAD 83).WEST ZONE,AS DETERMINED \ M I BY GLOBAL POSITIONING SYSTEMS METHODS.ANY DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET. PIPE N I04 IBX �, 2532 IE(SW)12"CMP:2531.65' 4. IT IS KNOWN THAT ADDITIONAL WORK HAS OCCURRED SINCE THIS SURVEY WAS TAKEN. CONTRACTOR MUST FIELD VERIFY FIELD CONDITIONS GRATE:2531.80' ' J ~ h �; IE(N)36"PVC:2522.26' % PIPE PRIOR TO COMMENCING WORK. IE(W)12"STEEL:2521.77' ��'s IE(NE)12"CMP:2530.72' W - PIPE ------ IQ� PUMP \' - IE(SW)6"CMP:2531.05 \ �I I LU TLU HOUSE �QO � - - - - - 2531 \\ Referenced Survey Table: PIPE �� EI(SW)6"RCP:2530.74' - - - - - - - - - - - - - / \ DIRT ROAD IE(NE)6"RCP.2531.67 \ / of I M R1. RECORD OF SURVEY No.8859, INSTRUMENT#1 1 01 01 244, RECORDS OF ADA COUNTY. PIPE \\ N IE(E)6"RCP:2531.99' CL �53� PIPE ��' N� IE(W)6"RCP:2531.99' � SOUTH 1/16TH COMMON ��s _ RO NO CAP � , _ �. qp � , �; N89°20'14"W 1324.23' � T SECTIONS 32&33 LE 68 I - � ILLEGIBLE s 04/07/20220 _ � I SOUTH EAST 1/16TH - �� OHP �.yr P� -SS - SS S �� I� � I� V4�ESW.G � UNPLATTED I IRR 1 I MB y SSMH \ \ - - _ IBX I I Project No.: 120194 - - _ GRATE:2533.68' D RIM:2531.69' �� -- -2532 I I Date of Issuance: 04.07.2022 o � IE(N)20"RCP:2529.53' IE(W)8"PVC:2518.57' IE(S)20"RCP:2529.51' I I I I Project Milestone: Permit Set IE(E)8"PVC STUB:2518.74' Existing Conditions ExistingConditionso 80' 160' 1010 _ Horizontal Scale: 1" = 80' i' = ESC SWPPP - General Notes II . i; � N / Contact Information �_� ��_•, VT � � �-- THE - - � - , i i 1. ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT OWNER: AG EHC II (LEN) MULTI STATE 2, LLC �� ao I ii PRACTICES. . LAN D Z I- 8585 E HARTFORD DRIVE, SUITE 118 / i ii oy SCOTTSDALE, AZ 85255 / ? I i ` x- -__- __- -__-___ � - „ 2. ALL STORM WATER WILL BE CONTAINED ON SITE. PRIMARY CONTACT: STEVEN S. BENSON / 8,1 x , GROUP _ NOT A PART „ PHONE: 602.418.0443 I i i INSTALL TYPE I INLET PROTECTION PRIOR \`� � `-" I I I ° � 3. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS-OR- __ 8'SS ---_------- o ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING DEVELOPER: IAG CAPITAL, LLC TO EARTH DISTURBING ACTIVITIES AND ------ -- __= REMOVE UPON FINAL STABILIZATION. 1 I i I i 4" 0.25 INCHES OR GREATER. 800 W. MAIN ST, STE 1460 u I INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: BOISE, ID 83702 ,� � C H U KA R RIDGE SUBDIVISIO N !' 1 II' ° A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR PRIMARY CONTACT: RYAN MINERT - - - - - - - - - i CONSTRUCTION ENTRANCE TO BE I i iI ii B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR PHONE: 208.639.3262 _ PROJECT SIGN:SEE � INSTALLED PRIOR TO EARTHWORK i I - ; I I i \ ° C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY �� SWPPP POSTING OPERATIONS AND REMOVED PRIOR TO ' � _' i I i i CONTRACTOR: TBD p o /� i i - N THROUGH SEPTEMBER) IN ARID AREAS AND SEMI-ARID AREAS. NOTES SHEET C1.50 �o FINAL PAVING BASE INSTALLATION. o �\ IIIIR (o GRRgg - - -_-_ _ nI `�• =N 1�::Rpp Y 2"PIRR - PRIMARY CONTACT:TBD oil k.' - :::•� �,. ��o r. '� - 77 3. DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR 3.0 rn V PHONE:TBD �• �. '. . :o. �� I I RESPONSIBLE F R ALL N N T RMWATER MANAGEMENT. o: S0 0 S O G 2 V '' S I 'z.r .2 ° CON RE C TE WA ` SHOUT 2 r;: N 1 S :l� 2 C h 9 S - 2 1 R R ter%. <s: 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS NEEDED BASIS AS N5 L 9 l '•N' 1 �I / .N' C, I !� ° I ONSITE SWPPP COORDINATOR: TBD s':':':': N \ DETERMINED BY THE SWPPP RESPONSIBLE PERSON. O C7 ••�/•.•. •.N,• -•�• . ...... . ... % l� ....... .. .... :: ! s •6' W ° I PRIMARY CONTACT:TBD a 2 .1 I s 0 0 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIAL IN WASTESTORAGE 0 S CO S O U G S S � PHONE:TBD - - ill I I 0 o - - - 4 2S2S \ / CONTAINMENT AREA.WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR G / I I PROVIDE COVER OR A SIMILARLY EFFECTIVE MEANS TO MINIMIZE THE N o w z : ................... N �6- Q = SS S S W. YOKE ST. SS \ 'i' I I / I DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN 1 �Nr,r.: ¢ N, s.NAB NOT IN USE AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A o M `� Y "N 6'/�`P, ;`L5�'6- - - - - 2S _ _ - _ �.. I I I FREQUENCY ACCORDING TO CONTAINER SIZE. PLAN PREPARER: THE LAND GROUP 2 / 462 E.SHORE DR., SUITE 100 J 6'.•.� aCC ..�''''' I I W O s s ti I EAGLE, ID 1 0 0 W 4 9 ° G 836 6 .3 I � I � - 6. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE o a Q w - ti O•. o ' r / I DAVID DUPERAULT PLA f c� T RM DRAIN SYSTEMS A POSSIBLE.ANCHOR T PREVENT VANDALISM.¢ z I S O S S S S OSS0 • z CD a III PHONE:208.939.4041 N O `.' • - (] J 0 ddu erault theland rou inc.com z ¢ � O I A 9 p H 0 F 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT � y T u R I I I I O E I T I J HALL BE VACUUMED DURING CUTTING AND SURFACING z I S CUU U G CU G SU C G w L I•- 1 o a I ENGINEER: THE LAND GROUP, . - �C AND CUTTINGS HALL NOT REMAIN N PERMANENT CONCRETE R G OU C � o G - SLURRY CU GS S Q Q CQ G 0 W� 4:4H T 0 F I I w 4 2 E. SHORE DR. SUITE 1 I�, � 6 S 0 SU 00 0 - I'' A Y o � ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN 11 z � ' �. . I I I M O 7 1 � EAGLE ID 83616 � w ¢ TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED I I IM TE PE I SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT J GU I I Z �•.- I I ro o I:•:�:' PHONE:208.939.4041 I I VI LATE R GROUNDWATER R SURFACE WATER QUALITY STANDARDS. 0 o N 0 G OU 0 SU C QU S S 1 } J I � '1 I I ute theland rou inc.com f.;.. I I 19 9 p i \ O 0 I I.4 1' 12. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN :'ems::: 4 1 - I I'3 ::% APPROVED LOCATION. EXCESS MATERIAL MAY BE TEMPORARILY STORED ON .0• •:.:.;.: ••�:-•• I III I ...... ... .... ... ........ . •••�-••• • � -� �Y• �• •• / 1 ESC/SWPPP Legend / Z �_T - R R - '.� 1� �I 11 ` I SITE (IF APPROVED BY THE OWNER) AT A PRE-APPROVED LOCATION. IF g '.'' �' `''' OR MORE THAN 14 DAYS STOCKPILE IS TO BE .� S :W. PILOT CT.- S �..::::. 14°�0 \ ,I •••.• .•• l I I I I I I MATERIAL IS STOCKPILED F S - / \ \ I STABILIZED PER BMP#44, APPROXIMATE LIMIT OF DISTURBANCE '-- -:•� 5`S f..... \ \ \ I I III r I ::�•:•'' �: \ \ I / I 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE 0 0 :.�::::.. ::.:' I 6 ::f '�' �. .y. PROPOSED GROUND CONTOUR ONE-FOOT INTERVAL ,� 2 \ I 6 1• \ 9 \ ISPWC. 8 i :r: :'�: : :: I /I•� I M cn k: 2 I Q i •�2 : \ I: ::': \ l l I I I 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR - � EXISTING GROUND CONTOUR ONE-FOOT INTERVAL�.. 2 - I ti THE N ITE RE P N IBLE PER N. ( ) OS SOS SO 9 I :f s I 8 O a-' I I Cm 1 I 0': I 1. o \ I I ,5 - 0 1 TOTAL DISTURBED RBED AREA FOR THIS OFF-SITE WORK I APPROXIMATELY 2 . 2 ° I I 5 0 S U 0 SO S 0 S 0 533 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII OWYHEE I I ACRES. ........................... ..........*0*.................................................. /.... . .....%.............. • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SF SF SILT FENCE PER STATE OF IDAHO CATALOG OF r \ I y W T RM WATER BE T MANA EMENT PRA TIE BMP 0 s 1 I o I 1� I I 16. UPON CONTRACT APPROVAL BY THE CONTRACTOR IT IS RECOGNIZED THAT I �:;��•� #65. SEE DETAIL ON SHEET C1.55. :: :::':':':':':':':':':': o I I HIGHSCHOOL � � � � II THECONTRACTOR HA REVIEWED THE PLAN DRAWINGS AND THE a \ I S GS ::�:•:.::': : I CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CONDITIONS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII V :21111 e00.:... �...:.. ::1.. \ N •.N• W 1 CONTAINED HEREIN. • co I I .�n•:::::::::::::. I FIBER ROLL PER STATE OF IDAHO CATALOG OF N a cv7.N W �•' N 1 '� T RM WATER BEST MANAGEMENT PRACTICES BMP N �'' I SO S G C CS _ s' OC o - t l / 0 C.� :? ' � ' \ #64. SEE DETAILS ON SHEET C1.55. 'N ' r N 1. ti. AREA 1 ::k::'::.:: \ go h I 1 J c� I cn f•' l ::�:: : v::: :vs ::iir::' :: :% :: ::: :: : v::: L - 2 8 :.. s +r SWPPP Posting Requirements:r \ S ost WASHOUT PER THE STATE F IDAHO f.;.. ° / CONCRETES 0 0 4 i 9 s 8 I I .7 0 ::l ° ARE 2 :a : . F � I I 9 W CATALOG OF STORM WATER BEST MANAGEMENT y 1. THECONTRACTOR ANDOWNER/DEVELOPER ARE RESPONSIBLE F R APPLYING 0 G I r: �� PRACTICESBMP 4 AND DETAIL N SHEET 1.: : !.. .. 1-0 # 9 O S C 55 :y \ / Q \ I \ I FOR OBTAINING THE EPA NOTICE OF INTENT N01 . I I ( ) � � -= - y SS W. BE KY T. \•� \ [q] PORTABLE RESTROOM PER THE STATE OF IDAHO C C ii I 2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION \\h I .............'...........O ... ............::x*-*.,.,.... S 1 � ` Z \ CATALOG OF STORM WATER BEST MANAGEMENT S �r GENERAL PERMIT AND COMPLETED INSPECTION FORMS , NOI,AND V_ l I ) :'�='•'•• • - I PRACTICES BMP#50. :; I: 11 I ACKNOWLEDGEMENT LETTER FROM EPA MUST BE RETAINED AT THE **********'****************'**** '***'*******'********'****** t r I CONSTRUCTION SITE OR OTHER LOCATION EASILY ACCESSIBLE DURING II NORMAL BUSINESS HOURS AND MADE AVAILABLE FOR REVIEW BY EPA A NOT A PART I I� , ,) IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ] MATERIALSTORAGE AND PARKIN AREA PER THE f�. SG S IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 o' I I I '.o :'t: I I 3 \ STATE OR OTHER LOCAL APPROVING AGENCY. N I ° TATE F IDAH ATAL F T RM WATER BE T 4 S 0 IDAHO CATALOG STORM S N •I .s o :':..:: I I MANAGEMENT PRACTICES BMP#37. ■, 1 I � . l ':a ::I ° 0 I I 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION �.: •. I 1am IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII cc t::=:•.. � I •:: ::': NEAR THECONSTRUCTION ENTRAN E. THE SIGN R OTHER NOTICE M T O s / C S G 0 0US -2 }. 9 �'S 2 \ I CONTAIN THE FOLLOWING INFORMATION: y rr .�N I PROVIDE STABILIZED ENTRANCE PER THE STATE F :: •:•:•:•:•:• ::� � d- / 0 S C S 0 k: N / I IDAHO CATALOG OF STORM WATER BEST T AT A MINIMUM,THE NOTICE M T INCLUDE THE NPDE PERMIT d I UUSS a I d _ \ J I MANAGEMENT PRACTICESBMP#4 .THI HALL BE•'�- G 0 S S70 cc I:.•:-' o� N TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR M I I MAINTAINED THROUGHOUTCONSTRUCTION UNTIL 0 OBTAINING ADDITIONAL PROJECT INFORMATION A WELL A THE U II N \ 0 G 0S S cocc I I / h:' I I 1�0ADDRESS OF THE SITE THE PERMIT HOLDER'S NAME AND THE PHONE ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE o cn N, N \ I , L - - I : of SWEEPING DAILY OR AS NEEDED TO REMOVE ANY 1 II NUMBER OF THE STORMWATER POLLUTION HOTLINE 395 8888 MUST __� I iN ( ) C7 - lf) / Q� �. \ TRA KIN F M D AND R DIRT NT EXI TIN C GO U 0 0 0 S G ::%3 "'�:'• J : N BE DISPLAYED THROUGHOUT CONSTRUCTION / o0 :/ N 0 :''' : d M \ / I I I • THE UNIFORM RESOURCE LOCATOR URL FOR THE SWPPP IF ASPHALT. SEE SHEET C1.55 FOR DETAILS. c..) M ''' �S W. ALTITUDE ST.- S :'' '/ N N I I II AVAILABLE), OR THE FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO r-lo°i°'''' \ :: 45 7/ - - - - // I I II OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AREA TO RECEIVE TEMPORARY STRAW MULCH z c� 2, o - - - - • N °° - - - )I I 1 I (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA +`+`+`+'+'+'+'+'+` STABILIZATION PER SOIL STABILIZATION NOTES, :20 � D \ + + + + + + + + + + M W :- s I IDAHO DEQ BMP 3 52 AND DETAILS ON SHEET C1.55. a� N N, O o REGION 10 STORMWATER PROGRAM MISHA VAKOC N z : M o I I I r CC M G I a M . n I VAKOC.MISHA EPA.GOV 206 553 6650 ' I @ N ( ) ( ) a rl• I AND THE FOLLOWING TATEMENT"IF Y OBSERVE INDICATORSF I I 11 S OUO SO •o� Z N �3 �5 �2 Revisions 1 c T RMWATER POLLUTANTS IN THE DI HARE R IN THE RE RECEIVING 1 _ I I S O SC G O C G J I: N \ I I WATERB DY CONTACT THE EPA THROUGH THE FOLLOWING WEB ITE: a N 0 CO C OUG S N :•. 0. .� k: I �C 1. : � I oil tabilization r I - S S HTTPS: WWW.EPA.GOV ENFORCEMENT REPORT ENVIRONMENTAL b' N �n' // / / i W :� F: N' I 1 �Jd -VIOLATIONS." :: :f 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE OFF-SITE ACCUMULATIONS OF r I I N THENOTICE M T BE LOCATED THAT IT I VISIBLE FROM THE �. US OC SO S S 0 SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE c I **'***** ...:-:-*.*- *t1V-*-*-*-*- - .....\ ....:.!-'.�.:.:.:.:.:.:.: . \ rri I :1 Z • N � \ I * PUBLIC ROAD THAT IS NEAREST TO THE ACTIVE PART OF THE :- :::::::::::::::::... ;::�:;':':':': / I N \ �. I::'• �, CONSTRUCTION SITE. OFF SITE IMPACTS. ^N \ o > �. 2. LITTER CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS THAT COULD •6 I EP S THENOTICE M T E A FONT LARGE ENOUGH T BE READILY VIEWED 1 \ I US USE 0 G OUG 0 S� 5 0 0.2 / BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A 2 / FROM PUBLIC RIGHT-OF-WAY. l EP ::I 25 I I 0 U C POLLUTANT SOURCE IN STORM WATER DISCHARGES. �' I \ : o \ I I W�. R1 1 EXCEPT A PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED A h - - - - - :o •� 53 � + 3 C S 0 0 , S 0 SU S US S i '�• ��•� rT1 (•,=:' � 2 -' I \I 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX a `''' � I � I, SECTION I.11 OF THE CONSTRUCTION GENERAL PERMIT. SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION I : �•��'� � �\ \ SS W.1AAILER�ON ST.N S W W- \ / I ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE 1 '` \'� :=':' - - - I 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING O 9/° *_�OAj� - .� - C : I MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF . 2531 - \ / 1 I THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. ...-' .y . R1 THE EPA FORMS FOR N.O.T. (NOTICE OF TERMINATION). '' •z �•:•:•: - \\ I / I 3.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR X FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE •` :�:':::::::::::: s 11 : 4 2: =h ::�. 5 3 O :::.. -� F CD 0 ' / INITIATED AS SOON AS PRACTICAL. ': S' a 49. s I ?' r : \ I 9 _ S `L.. r.: 3.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS 3r::::::...; .;::..:. �' ::�::'.:....:.. F :j I �� . :: \ TEMPORARILY CEASED, AND EARTH DISTURBINGA TIVITIE WILL BE '! I 0 C S ACTIVITIES o \ I I I o ;'o;: � I RESUMED WITHIN 14 DAY TEMPORARY STABILIZATION MEASURES D NOT / SU S, 0 S 0 SU S 0 0 � `t . \ s \ 2.9 'j' •'N _ / I I HAVE T BE INITIATED N THAT PORTION F THE SITE. UGP / `so'� M \ \ LO \ �� II-R 33�� IFVV °) o � I NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE - '�' \� ��\ N 25 �n N o c5o / g �'9� �� N 1 o - - - - -/ I IMPLEMENTED ON ALL DISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS - - - - - E: - � `- -� `R �� \S� `I 11 CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: 11 - �s UNPLATTED L, b J ( ) - � oo � � � � � I 1. MULCHING BMP 52 APPLY GRAVEL, STRAW, GRASS, COMPOST,WOOD CHIPS / � \ I -_ _ - - ` I OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F \ \ \ NOT A PART I OF THE ESC/(WPPP NARRATIVE FOR A COMPLETE DESCRIPTION,AND/OR: � � I 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: Project No.: 120194 1. � � 3. MATTING (BMP 54) -APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO Date of Issuance: 04.07.2022 DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP 3 NARRATIVE FOR A COMPLETE DESCRIPTION. Project Milestone: Permit Set :! Overall SWPPP Site Plan 0 80' 160' PERMANENT SOIL STABILIZATION BMPS: SEEDING (BMP 32), SODDING (BMP 32), AND PLANTING (BMP 32) -COORDINATE WITH Overall SWPPP Site Horizontal Scale: 1" - 80' THE APPROVED LANDSCAPE PLAN FOR LOCATIONS AND TIMING. Plan c 3> -11.,r- 1 . 50 3o ESC/SWPPP Legend .� �%= THE X, --- — --- ---- 811------ ---- ----- ---- ---- I� II `� �� 8"W X a APPROXIMATE LIMIT OF DISTURBANCE LAN D �I N 0 GROUP `n " � �+' n � ao i � n,w �' 8"SS 8 SS 3 --- ______ ��26g8 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) - ---------------- --- ----- - i — —2698 EXISTING GROUND CONTOUR (ONE FOOT INTERVAL) 1 ---- x I I I I I I I I I ¢ i I SF SF SILT FENCE PER STATE OF IDAHO CATALOG OF " \1� "SS i = i I STORM WATER BEST MANAGEMENT PRACTICES BMP JI II rcc c cc i #65. SEE DETAIL ON SHEET C1.55. - ------ - , - CHUKAR RIDGE SUBDIVISION " ,\ FW FIBER ROLL PER STATE OF IDAHO CATALOG OF \ STORM WATER BEST MANAGEMENT PRACTICES BMP Z_ — \ J I I — — #64. SEE DETAILS ON SHEET C1.55. Fw ,��, 12 G11� 12"GIRR °\° \ - Y 1 12"GIR CONCRETE WASHOUT PER THE STATE OF IDAHO _ — — - W❑ CATALOG OF STORM WATER BEST MANAGEMENT 'T ° PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. 2.1% TYPE I INLET PROTECTION INSTALLED 2; ti � I � a DURING INLET CONSTRUCTION/ — — \ I I I PORTABLE RESTROOM PER THE STATE OF IDAHO PLACEMENT.TO BE REMOVED AFTER I I \ CATALOG I I FINAL STABILIZATION. I I c's I I `V 2 ® PRACTICES O BMP# OWATER BEST MANAGEMENT o TYPE I INLET PROTECTIC INSTALLED N II 51.3/ — _ \ I I `��' DURING INLET COfva(RUCTION/ \ I \ I I MATERIALS STORAGE AND PARKING AREAS PER THE PLACEMENT.TO BE REMOVED AFTER \ II 1 \ I I I I� STATE OF IDAHO CATALOG OF STORM WATER BEST �, �•• �'bo ) / \ FINAL STABILIZATION. \ I 2.1% MANAGEMENT PRACTICES BMP#37. \ ( I I - s \ \ I I I I I PROVIDE STABILIZED ENTRANCE PER THE STATE OF �� 2S2S I I IDAHO CATALOG OF STORM WATER BEST - / I I MANAGEMENT PRACTICES BMP#40.THIS SHALL BE / I I MAINTAINED THROUGHOUT CONSTRUCTION UNTIL W. YOKE T. I I I ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE S S I II SWEEPING DAILY OR AS NEEDED TO REMOVE ANY II TRACKING OF MUD AND/OR DIRT ONTO EXISTING \ / N N �� E6 , I N ASPHALT. SEE SHEET C1.55 FOR DETAILS. AREA TO BE STABILIZED WITH ASPHALT v V \ h� TYPE I INLET PROTECTION INSTALLED \ �- — — — — — — \\ 49 3% 0 �\ 1 DURING INLET CONSTRUCTION Q I I PLACEMENT.TO BE REMOVED AFTER AREA TO BE STABILIZED WITH CONCRETE O Y OR OTHER HARDSCAPE J I I FINAL STABILIZATION. rJV FW FW FW FW \ \ \ \\ (!8% �_ - - W \ \ 3 `L STOCKPILE AREA a Z STOCKPILES TO BE STABILIZED PER IDEQ BMP#44 AS SOON _ \ - - - - - - - 74 7t�\ AT THE STOCKPILE HAS BEEN INACTIVE FOR 14 DAYS. 4"PIRR \ I x \ / IR STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. �S2PIIi \ YY \ 6 \ / / � 4"PIRR I I FW FW W FW FW FW \ \ \ \I I \ \ CA TYPE I INLET PROTECTION INSTALLED 1 \\ I I I I DURING INLET CONSTRUCTION/ I \ \ \ CA PLACEMENT.TO BE REMOVED AFTER - \ l FINAL STABILIZATION. —\\\ � / \ \� W. PILOT CT. ` / i \ Ca cc S a S TYPE I INLET PROTECTION INSTALLED \ \ / / \ mime DURING INLET CONSTRUCTION/ I / / \ 70 - - � PLACEMENT.TO BE REMOVED AFTER / a cc 4" R 4"P R — — — FINAL STABILIZATION. \ \ O = CD CD I / - - - - - - - - - - - - - - - - - - — — „\ I cc E co IMON CD ono \ \ Lo \ TYPE I INLET PROTECTION INSTALLED / , , I \ CY) \ � W � DURING INLET CONSTRUCTION/ � .� � � / \� i � �I \ PLACEMENT.TO BE REMOVED AFTER I FINAL STABILIZATION. I `W / I 3 II I a �sr, Revisions 1� 1. 1 \ C.� I I \ J 4"PI R I I I 50.2% \ \ I I C� D � 41IPIRR MATCH LINE-ARE 1I MATCH LINE-AR 2 \ C / / o• I 4"PIREL TYPE I INLET PROTECTION INSTALLED / / � // \ U') N \ DURING INLET CONSTRUCTION/ "PIRR / / N `V ` — J PLACEMENT.TO BE REMOVED AFTER / c I `V \ I Nti NN FINAL STABILIZATION. / PIR \ n Ln LO sNV NCV , 4"PIRR cc / c /ry _ _ 2.5% AREA 2 \ I — — — — 2528- ARE 2 / — Project No.: 120194 U_ \ TYPE I INLET PROTErTinnl inlcTni i Gn \ I I I I I I d � I Date of Issuance: 04.07.2022 WW - I 1� D PIJD(.PRAP TE Tn RNSRFAA(N/BEpn CKY CT�� - C T.nr I IAu rr_nnnTrnTin.l IAInTAI I rn \ I I I I Project Milestone: Permit Set a Enlarged Site Plan - North 0 40' 80' Enlarged SWPPP Site Plan North 3 a Horizontal Scale: 1" = 40' � = 1 . 51 ��o . _ , ESC/SWPPP Legend �� I "PIRR s 4"P R s,. 4"PIRR sft, / / \ r% /�� THE 0 � \ \ / TYPE I INLET PROTECTION INSTALLED / / \ I �� N N APPROXIMATE LIMIT OF DISTURBANCE LAN D Ln Ln _ \ DURING INLET CONSTRUCTION/ "PIRR / / \ . `V `V L I PLACEMENT.TO BE REMOVED AFTER � \ I N \ I g Ny NN FINAL STABILIZATION. / "Pip /l / / l \ ��2698 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) GROUP � \ S�NV NN � \\ ° h 0 4°PIRR 9 Cn boo c / �S2 N // /� — 2tigg EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) o \ I � d /ti a h N I \ AREA 1 AR A 1 / SF SF SILT FENCE PER STATE OF IDAHO CATALOG OF JIMPL. STORM WATER BEST MANAGEMENT PRACTICES BMP 0 2.5% \ I — — -- — 2528" / / / �s�8 #65. SEE DETAIL ON SHEET C1.55. cc 48.7% FW FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP I #64. SEE DETAILS ON SHEET C1.55. TYPE I INLET PROTECTION INSTALLED \I I I I I o DURING INLET CONSTRUCT1nAi i \ I I I I I CONCRETE WASHOUT PER THE STATE OF IDAHO \ PLACEMENT.TO BE REMOW. BECKY CT. TYPE I INLET PROTECTION INSTALLED \ I I CATALOG OF STORM WATER BEST MANAGEMENT FINAL STABILIZATION. S DURING INLET CONSTRUCTION/ \I I I I I I PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. PLACEMENT.TO BE REMOVED AFTER I I I I I FINAL STABILIZATION. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#50. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST N 3.0% MANAGEMENT PRACTICES BMP#37. LLJ N W / � a � i I II I 48. o/ I I � - - - FW FW FW W FW FW PROVIDE STABILIZED ENTRANCE PER THE STATE OF 1 / J I I \ IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#40.THIS SHALL BE STOCKPILE AREA MAINTAINED THROUGHOUT CONSTRUCTION UNTIL 4 PI R STOCKPILES TO BE STABILIZED PER IDE('bD'#44 AS SOON r,I I `9\ ASPHALT BASE MATERIAL IS INSTALLED. PROVIDE Cm s i Q AT THE STOCKPILE HAS BEEN INACTI�t FOR 14 DAYS. JJ SWEEPING DAILY OR AS NEEDED TO REMOVE ANY STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. I �N N \ TRACKING OF MUD AND/OR DIRT ONTO EXISTING v I I Tcv N \ ASPHALT. SEE SHEET C1.55 FOR DETAILS. Z 4'PIRR I I �I FW FW FW W FW FW I � A AREA TO BE STABILIZED WITH ASPHALT cc I C TYPE I INLET PROTECTION INSTALLED I\ -= . DURING INLET CONSTRUCTION AREA TO BE STABILIZED WITH CONCRETE I ,� II OR OTHER HARDSCAPE - - - - - - - - - - -- y - � � 1 ,a PLACEMENT.TO BE REMOVED AFTER I I N / FINAL STABILIZATION. o, � N M � ' ,W. ALTITUDE ST. O L / / N Lij 57 4 � . ° I ° CA I / I N N / L \ TYPE I INLET PROTECTION INSTALLED \ I CZ,I� o DURING INLET CONSTRUCTION/ \ �� N CA / \ PLACEMENT.TO BE REMOVED AFTER s° TYPE I INLET PROTECTION INSTALLED FINAL STABILIZATION. / DURING INLET CONSTRUCTION/ PLACEMENT.TO BE REMOVED AFTER LJJ FINAL STABILIZATION. / \ ►� FW FW Ff FW FW FW I I <v S _ J STOCKPILE AREA a — — — _ W I I 4" I R 4 IRR STOCKPILES TO BE STABILIZED PER IDEQ BMP#44 AS SOON R 4 cc " IRR I I I — heAT THE STOCKPILE HAS BEEN INACTIVE FOR 14 DAYS. / a STABILIZATION SHALL BE COMPLETED WITHIN 7 DAYS. I \ ■ / Z U � s Z v . I oco FW W F FW FW F I I c^ ° _ /_ _ _ ' _ _ _4"PI I�— _ — — s ccTYPE I INLET PROTECTION INSTALLED N CJ °J co EP EP EP DURING INLET CONSTRUCTION/ ° v II I a I� 0_ PLACEMENT.TO BE REMOVED AFTER TYPE I INLET PROTECTION INSTALLED FINAL STABILIZATION. DURING INLET CONSTRUCTION/ 12528 5020 z E — EP- -� EP PLACEMENT.TO BE REMOVED AFTER 12529 cLo FINAL STABILIZATION. rT1 I CV CD MATCH LIN AEA 2 - \\ s s s I o r Revisions 1Q MATCH LINE- EA 3 If/ GIRH \ �\ \ \<\ -\ ° s ---- \\ \\\ \ \ \ S _-W. AILERON ST. -2531CL - - - I \ X 9j N \o FW—FW—FW FW W7—FW FW FW� FW 2,60l0- FW FW FWFW FW CIV — — — — / / 2 Enlarged SWPPP Site Plan - South 40' 80' Horizontal Scale: 1" = 40' Project No.: 120194 Date of Issuance: 04.07.2022 g Project Milestone: Permit Set Enlarged SWPPP Site Plan - South � = 1 . 52 ��o T H E 50'MINIMUM EXISTING STORM SEWER GRATE LAND S.r PAVEMENT CONSTRUCTION SPECIFICATIONS pppp DANDY SACKTM �■r GROUP 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED pppppOppp�Opp SPECIFICATIONS CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE pOpppppppp LIFT STRAPS LAYER. pppppp NOTE:THE DANDY SACKTM WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN z LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET EXCEPT ON A REINFORCED CORNERS MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: 2. FILTER CLOTH MOUNTABLE BERMJ ( REGULAR FLOW DANDY SACKTM (BLACK) `ID (OPTIONAL) SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD REQUIRED APPLY). MECHANICAL PROPERTIES TEST METHOD UNITS MARV 3. THICKNESS-NOT LESS THAN 6 INCHES. OVERFLOW PORTS EXISTING GRADE PROFILE 4. WIDTH-15 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ® ® GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.78 400 X 1.40 315 0 T 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO MANAGEABLE 2-FT DANDY SACK TM GRAB TENSILE ELONGATION ASTM D 4632 % 15 X 15 50'MINIMUM PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENT AREA PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.67 150 FAMILY RESIDENCE LOT. � � MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 5506 800 TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.67 150 X 0.73 165 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION UV RESISTANCE ASTM D 4355 % 90 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS DUMPING STRAPS APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 720202b V0Oko'�`b'�`b `b IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE FLOW RATE ASTM D 4491 1/MIN/M GAL/MIN/FT 2 2852 70 ROME _ �- PERMITTED. PERMITTIVITY ASTM D 4491 SEC-1 0.90 Mkn- ti0 0 0 0 D D 0 EXISTING 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONSTORM INLETz WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO� � � �� `�10��(��(�� PAVEMENTHI-FLOW DANDY SACKT'" (SAFETY ORANGE) C �0(�`�(�`� C (�`�(�`�(�`�(�`� PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING , T �'��,�'��,�'� ��'��,�'��,�'��,�'�� WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR NOTES: MECHANICAL PROPERTIES TEST METHOD UNITS MARV '�� )�� )�� )0� �Dt �t �t �t � 1. INSPECT AT FREQUENCY DESCRIBED IN SWPPP '��'�) � j'.�j'.�j'.�j'.0j CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DOCUMENTS. REPAIR OR REPLACE AS NEEDED. RIGHT-OF-WAY WAY MUST BE REMOVED IMMEDIATELY. 2. REMOVE SEDIMENT ACCUMULATIONS WHEN GRAB TENSILE STRENGTH ASTM D 4632 KN LBS 1.62 365 X 0.89 200 FILTER CAPACITY IS REDUCES BY 50%. GRAB TENSILE ELONGATION ASTM D 4632 % 24 X 10 00 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR PUNCTURE STRENGTH ASTM D 4833 KN LBS 0.40 90 `�j TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS MULLEN BURST STRENGTH ASTM D 3786 KPA PSI 3097 450 0 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE TRAPEZOID TEAR STRENGTH ASTM D 4533 KN LBS 0.51 115 X 0.33 75 PLAN VIEW AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. UV RESISTANCE ASTM D 4355 % 90 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED APPARENT OPENING SIZE ASTM D 4751 MM US STD SIEVE 0.425 40 AFTER EACH RAIN. FLOW RATE ASTM D 4491 1/MIN/M2 GAL/MIN/FT 2 5907 145 PERMITTIVITY ASTM D 4491 SEC-1 2.1 17, 0 °®�►a®�° *Note:All Dandy SacksTM can be ordered with our optional oil absorbent pillows ■ooeocro 0 Stabilized Construction Entrance (BMP 5A) Drop Inlet Protection Type I (BMP 31 ) 1 Scale: NTS Scale: NTS TOP OF BANK TOP OF BANK \W W W v. W v��\ „ J• J. .y W �. W ,� �.>�.� SEE WOOD STAKE WOOD STAKE W W r• �.W r• W \ W�y W /W/V/W W J. DETAIL THIS SHEET W i /y W W i W ✓� W W ` W W W W V• W ✓ W W /W\W�� \W W W W W W W W W ^ W`W W W W W D� FIBER WATTLE W W W W W� W W V•� W W W W V• W W W W W /V�� W W W W W/ W W W W �V•\W W W W W V• W W W•�� O W W y/ W W W W\ W�/r./J� W W y\ r• W r. W WD�W/ W W W W W FIBER WATTLES W W/W W i W W /V` W W W W W •Y \\ V• W % V• W W W W/\ •Y W W W W V\\ W W W W W W •L/ \W\W W W W W i y�\ W W W W W W W W W V` W W W W W j /� SEE WOOD STAKE W W W W /W W W W � W W W W W W W� W r• W W W W W V•� W W W W W W W W W V• DETAIL THIS SHEET *N1 W W i W W W WN W i W W W W V• W W� V• W i •Y W W W W V• A� W W V• W W W W W /V• W •Y G W W\ V• W W W W W�/� \ ('1 IC W � t op, � W /fY/'}W' W W W W W W W W �W W W J• W W W/ V• W W W W /W W /�W W W W W W W W W W WSW W W W W W W W W/* W W W/ W W W W W W W W W W W /'/ W W W W ��• W W W W W W W W W W W W W ��'"""/W W J WOOD STAKE �� \/\ /\ SLOPE SURFACE W W /W V• W W W � W W W W/ V• W W W W W W W W V• W W W W W Jr W �Y W W W W W /y i W \\ / W W � W i W W J/ W V• W W V• W W W W W W Y W W /W W V• W W /•Y V• � W W W W W W/ V• W J \ \ W W W W r• W W r• W W r• W /W a W W W W W BOTTOM OF W W /r• W W r• W G W W W W W W W V• W/ W •Y W ' \\ / \\ / BOTTOM OF CHANNEL W W ./ CHANNEL W W /W W W W W •Y/ W W W W W W W W W W W W W W W W W W W W W W W l/• W W W W W W W Wl\W`�(/i W W V• W W/ V• W W V•/ W W W W W W W W W w W WSW(//+' W W W W W W W J, W W W W W V• W W M1 / \ \\/ W W r• W W W W/W/Vr V`y W W W W W W W W/W W W W W W W y� W W W W y W W W W W W W� W W W W �W W W W W W W i�i 'W \ W W W W W W y W/�W W W W W/W y W W W W W W W W W /W W/ W W W W TRENCH �W "W �•j W W W W�W W W /W W W W VJ W W W W W W/ W W W ` W W �V W W W Ve W W W W W /W W W W W W J• W W / �\ �J`� W W W W W W �W W y' W W W W/ W W W W W W/W W W VW/W W W W W \W\W W /W W W l• W W W W W W/ mil• W W W W W W �\W,/ W W W W /V• W W W W W /W W W � W W W W W W W W W/ W W W W W W \\ i i W W W W y W�' ✓-'\W\W W i W W /W y V• W W W W y •Y W W W/{ y W W W \\\W V• y W W W V• W W W y V•/ W W W W W W W W W y W W W V• W W / \'� W /1 W W�C/ W W S•\W W/,G/W W W W W W W W W CID \ N\\W W W\WOW W W W i W W W W W W /W W W W W V•� W W W W W W W W �• W W �It� W W/W//Vl• W W W W W /W W W W W W W W \W \W W W W W W/ W W W W`/W W/•✓ W W `� W `W W W W W W W W V• W\W W �• W W W W V• W W \ �4•�W W W W W y W W W W W �M W W W W y/ W W W W J \\ W W W y W CONTINUE ON OPPOSITE \� W W W W W W V• W / W W V SIDE OF CHANNEL C V• W W W/l� W Vy W �W W V• W �W W \ W CCA M ` W i W W V• \ V• W W W W + ll,lllllllllllllll■ Fiber Roll Install (BMP 35 Fiber Roll BMP 35 Fiber Roll Stake Section BMP 35Q cc 0111- 4 1 3 Scale: NTS Scale: NTS Scale: NTS " cy) CJ 0 00 5MAX(TYP. FASTNER-MINIMUM NO. 10 GAGE WIRE CZ ) z c� n�f (4 PER POST REQ'D) POST SIGN NEAR BASIN ' Lo _ FILTER FABRIC a N z r a _ c � CONCRETE ��\�%\��\\ \ Revisions 1 WASHOUT \/\\ cc / 1. T G //% 2 = \\�\�\ LU ELEVATION \\ %' �/ \ � \\� \�/ EXISTING GROUND FILTER FABRIC z DIRECTION OF FLOW _ VARIES EXISTING GROUND 10 MIL(MIN.) M `0 PLASTIC LINER w SEASONAL HIGH p < WATER EL. COMPACTED NATIVE MATERIAL NOTES: 6"MIN. 1. THE SWPPP COORDINATOR IS RESPONSIBLE FOR PROPER BASIN SIZING. 2. IN NO INSTANCE SHALL WATER BE ALLOWED TO DISCHARGE OFFSITE WITHOUT APPROVAL FROM THE FABRIC ANCHOR DETAIL RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NOTES:TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. F�� 3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE HIGH GROUND WATER LEVEL. FINAL GRADING AND SITE STABILIZATION. 4. REFER TO IDEA BMP N0.46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS. 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN. NOTES 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. 3.0 SQ. IN. 3 Silt Fence Install 1 (BMP 36) Concrete Washout (BMP 13) Temporary Sediment Basin (BMP 46) Project No.: 120194 6 Scale: NTS 7 Scale: NTS 8 Scale: NTS Date of Issuance: 04.07.2022 g Project Milestone: Permit Set SWPPP Details Ca 1 . 55 T H E LAND - GROUP Idaho DEQ Final 305B Integrated Report ndola Dr Elm Ln WV Ledgervrood L6 > o zLL- Fivemile Creek-3rd order t LLlrie31) R;3 WMclV%lbn Rd W i41kMikan Rd VV OdlcN) r Rd W LatFbres Dr W Los Flores St FIVE MILE CREEK-PERENNIAL STREAM PHYLLIS CANAL 303D LISTED-NOT SUPPORTING (NOT ASSESSED) W[]ufnta 7�r \ ,4 Dr 'N-Adlonle 51 CATEGORY 4A&5 a FLOW 12 st01oe _ TMDL APPROVED W Torana SI TMDL 64560 LOWER BOISE RIVER FOR BACTERIA 'Abo AND SEDIMENTATION/SILTATION -Fill W Lesfna S1 / POINT OF \ z / DISCHARGE 001 - FLOW ACHD STORMWATER SWALE AT W. McFADDEN DRAIN ACHIEVEMENT ST. \ (NOT ASSESSEDI) I PROJECT LOCATION � I I f t EIGHT MILE LATERAL I (NOI ASSESSED) SKY PILOT DRAIN 1 p,P��vS f� FLOW (NOT ASSESSED) �- W Jordan Ln W / AD+4 ','Akxc+srurae sl Mick lid \ Uslock lid r C `S CANYON . F:ol - ; fl- i lllllllllllllllllll� asraN z :20- \ Y ti W1:6 _i L lko ,� 3g Elementary z z 5ehocI - T 4rJ + .a R TEN MILE CREEK-PERENNIAL STREAM SAFFORD SUBLATERAL -� "'^ - _ CA303D LISTED NOT SUPPORTING (NOT ASSESSED) _Seaso = - h t�r CATEGORY 4A&5 ark x TMDL APPROVED ,2537 J r► _ ,' r art+J rFU ;it _ -' y TMDL 64560 LOWER BOISE RIVER FOR BACTERIA _ S+rffiffd 5ublaterj -�� t 73r"o�c, a = AND SEDIMENTATION/SILTATION ` CJ �jr 4 .� Lakeveree °�+31tinPZT Gnll C tryb C /4 Si "Vh,t r� E]r FLOW 5rong 51? f ui S'ti @awso^. ,4 n Iexrxxrrje Cieak Tenmie Creek 3drd - - - - - - - - - z erlube BkGk � t' f • ree 2 ry z 5 O 0 z c T dt rr, L : n-rr. Ln Cherry Ln 5fV Cherry =, " M - � 0 00 ICrnrre aI dY l;- ter c.) p IN Thi r n +-,,eek :StCz Cz Ln Lo April ZLegend 2022 1:18,056 ey) � IDEQ Strm Monitoring (BURP) NotAssessed(Cat3) Tribal Waters (Cat 3t) 0 0.2 0.4 0.8 mi Revisions 1 Not Monitored Not Supporting Cat4a,4b,4c,5 T pp g( ) 0 0.35 0.7 1.4 km 1. River Tribal Waters (Cat 3t) Stream Not Supporting (Cats) Sources: Esri, HERE,Garmin, Interma p,increment P Corp., GEBCO, USGS, FAO,NPS, NRCAN,GeoBase, IGN, Kadaster NL, 4th Field HUCS (Idaho) Ordnance Survey, Esri Japan, METI, Esri China(Hong Kong),(c) (Mercury Impaired Cat4a,5) OpenStreetMap contributors,and the GIS User Community ©IDEQ 2022 Mercury Impaired Lakes 2020 305(b) Streams Not Supporting(Cat 5) Fully Supporting(Cat 1,2) 2020 305(b) Lakes NotAssessed(Cat 3) Fully Supporting(Cat1,2) Not Supporting(Cat 4a,4b,4c,5) Map Courtesy of IDEQ's 305B Integrated Report Copyright©2022 DEQ GIs Waters of the US Map HORIZONTAL SCALE: AS NOTED 3 Project No.: 120194 Date of Issuance: 04.07.2022 g Project Milestone: Permit Set Waters of the US Ca 1 . 56 i o i I I ; I I T H E V I I 1 8"W � CHUKAR RIDGE SUBDIVISION I � I I II LAN D W . o - GROUP I I I I I I I 1 - S89°1938"E 50.00' 12 GIR - - - - - - X _�,, V_ - � 12"GIRR 12"GIRR - - IRO ® y .F - - - - - - MB B1 Li 5t-M 5,B1 Ll I J � � p 63 L1 w W BLOCK 2 - II 4 594 SF I T I � 2 1 62 L2 B2 L3 B2 L4 B2 L5 B2 L6 B2 L7 B2 LS B2 L9 B2 L10 B2 L11 3B 42'$ 3,-114 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 200-SF 5,000-SF 5,000-SF B1 L2LJ I J I B3 L2 I I 5,492-SF _ - Q I 5,000-SF I w i o li o W - - -177- - - - - - - - - - - - - - - - I IN V 131 L3xx 2 o N 5487-SF ��- ss -W. YOKE ST■� - - - �/ 378-133 L Sp Sp 5,378 SF I I ca M Y� - - - - - - - - I - - - - - B1 L4 i � 1 _ _ / � A o 5,481-SF I °C Z I � �l I I B3 L11 B3 L10 B3 L9 B3 L8 B3 L7 B3 L6 B3 L5 �� p� `' � III 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF \� / CD o I B1 L5 o �n I I a 5,476-SF ` v / \�� / I w A O - 163E-2 B L O C K 3 / 7 1 O \ 7 L /'^ IRR o M \ 5471 SF N O 1 I I B3 L13 B3 L14 B3 L15 B3 L16 B3 L17 B3 L18 B3 L19 B3 L20 �\ \\ I c� w o a 1 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,517-SF B3L21 B3L22 FUTURE �TD ' / I I 4,850-SF B L R \ 61 L7 4,875 SF \ -)1 -S / i I GHT_OF_WAy I i O 5,494-SF _ o � _ - - - - - - - - - - _ \\ \� / / I w \ W x W xX W W -nl -- W \V l r l GIRR IRR B1 LB - Ss W. PILOT CT. w w / r I 6,555 SF \ � 1 cC \ WLL_ _ _ / - \ - - - - - - - - - - _ _ _ S� �Dom° I ' o- I w CD C, B3 L30 63 L29 B3 L28 B3 L27 B3 L26 B3 L25 \ / / \ 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,044-SF 5,385-SF _ _ \ B1 L9 I B3 L24 / a I � Z / J I W 5,527-SF a 37,754-SF � I B3 L23 ❑❑ \ I I Q _.. _ 4,732-SF ' r5 I O - \ J W / ® ® OWYHEEL _� I BLOCK 3 _ �� x CD ---- --- 1 � 855- x J - � � 7 HIGH SCHOOL �� 1 QV - - - I RR Z o w �c aC 1 / NOT APART m 1 f 1 G B3 L31 B3 L32 B3 L33 B3 L34 B3 L35 B3 L37 / r 1 c 5,000-SF 5,000-SF 5,000-SF 5,001-SF 5,666-SF B3 L36 4,630-SF / E cc:CD O 61 L11 Z 4,868-SF / , OH - J 43,526-SF p0 x - - - - - - - - - - _ W. BECKYDR. CA W. BECKY CT. _ w� w \ I II I cc v - - SD CD I I I 1 V I CD J �� - - - - - - _ 1111I i wu w I I � �/ I 11 �� I I I ■'� B3 L44 B3 L43 B3 L42 B3 L41 \ I I 1 - RR 5,000-SF 5,000-SF 5,000-SF 5,745-SF B3 L40 - - / I cc S 5,000-SF I II I I CL y i 8 F I C7 L 63 L39 cc w cC B3 L38 I G I B1 L12 I BLOCK 3 ---� 5,447-SF 4,769-SF I I • 70 70 I 41,648 SF I I x+ I yi.I O Cc 0 \ CJ E 00 I I � ; �, N B3 L46 B3 L47 B3 L48 B3 L49 B3 L50 , 1 cc w 0 pp -- - - - - - 5,000-SF 5,000-SF 5,000-SF 4,955-SF 5 640-SF 63 L51 o C- - - - 1 5,152-SF I I M B3 L52 0 0 - - - - - - - - t 6,042-SF CUL z a o I a LOLU :Dim .- B1 L13 / W I LL xx / o Cl) 6,751-SF - Cl) SS- W. ALTITUDE ST.,CD r o z / SS / / Revisions 1� B1 L14 - - - - - 5,534SF n - - - - - - - - � \\ // V I RR CL w 1. �\ 1 M W� 1 1 I 1 1 B4 L8 B4 L7 B4 L6 64 L5 B4 L4 B4 L3 B4 L2 64 L1 I I 1 B1 L15 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 4,958-SF IIIII I I I ' cm AM 5,475-SF Bcc yg�$ w Y 131 FI 5 8� I I I BLOCK 4 � ° 1 I 1 Z IIIII . 11 I I I B1 L16 U 1 5,470 SF C7 � _ _ Z B4 L10 B4 L11 B4 L12 B4 L13 B4 L14 B4 L15EF_ B4 L16 64 L17 1 I I cc: P 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF v I I / _ LU _ 1 �x x d �\ W W W 1AI �n� �ni - - - - _T x I I AILERON ST.-=SSW SSW W 1 \ - - - NMI- - - - - - - - - - - - - C I I cc w gSNoN L CD 131 LW '9A ' 6 8 1 I 36,903-SF` \ B1 L18 B1 L19 B1 L20 B1 L21 B1 L22 B1 L23 B1 L24 B1 L I I 04/07/6 8 22 5,722-SF 5,072-SF 5,072-SF 5,071-SF 5,071-SF 5,070-SF 5,070-SF 2 I TgTe BLOCK 1 JSW.G 1 \ _ UGP UGP \ \ -- -- $ - 2 - - - - - - - - - - - � \ \\ w OHP Project No.: 120194 \ \ \ Date of Issuance: 04.07.2022 - \ \ \\ \ \ I Project Milestone: Permit Set a \ \ UNPLATTED RR MB T1 I Project Overview LU I � I Project Overview 0 70' 140' a�= Horizontal Scale: 1" = 70' C2mOO Mao I I I I I Sheet Notes: gh" �,►. i%•• T H E I I I 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER,STORM DRAIN, wn W I CHANNEL CROSSINGS,&SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION LAND i I i I I I I I I I I I I I I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. . 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE G R 0 UP 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 _ _ l _ _ _ J _ _ _ EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. aF o - W 3. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. L BLOCK 2 + i �i I I W CUSTOM FINISHES (I.E.POWDER COATED SIGNPOSTS,VINYL ON THE BACKS OF C, REGULATORY SIGNS,ETC.)MUST BE REVIEWED AND APPROVED BY ACHD. a Q I COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL.ACHD : W I? APPROVAL IS NOT GUARANTEED.CUSTOM MODIFICATION OF STREET SIGNS AND STOP SIGN cc IHARDWARE INSTALLED BY ACHD IS PROHIBITED. STREET H TO ALAMEDA CREEK 7+00 STA: 6+45.15, OFF: 18.50'L I.' I w 4. FOR SUBDIVISION SIGN INSTALLATION;OUTSIDE INSTALLERS MUST BE BONDED WITH 6+00 - 7+0 R/�I L ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. i p 0-- ------ 8+00 -------9+00 -------10+00 -- --11+00----- ti" �� ;I I + - �- - I- -W YOKE ST- -------- ----__ _ ---------------- ----- R ---- - - - Lighting Legend: LU 7777 - a I TYPE II CITY OF MERIDIAN STREET LIGHT.25'SQUARE STEEL POLE WITH BRONZE LIGHT 52023 I I P LIGHT 52024 LIGHT 52025 I POLYESTER COATING PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. W 1 n STREET H TO ALAMEDA CREEK STREET H TO ALAMEDA CREEK I18.50'R - -_- STREET H TO ALAMEDA CREEK LUMINARE SHALL BE LED FIXTURE CONFORMING WITH CITY OF MERIDIAN APPROVED = CD o STA: 6+66.61, OFF: 18.50'R - - a FIXTURE LIST.STA: 9+13.50, OFF: 18.50 R 7� STA: 11+84.52, OFF: 18.50'R I w 00 IIII Q� I � / I � STREET SIGN. SEE KEYNOTE FOR TYPE. CL/ ► I Street Light Numbers: BLOCK 3 II I I LU LOCATION NUMBER TYPE LOCATION NUMBER TYPE 52023 STA.6+66.61 TYPE II 52032 STA.7+89.80 TYPE II \ I c I I 3 \\�\ w 52024 STA.9+13.50 TYPE II 52033 STA.10+31.80 TYPE II CD I 52025 STA.11+84.52 TYPE II 52034 STA.7+64.60 TYPE II LIGHT 52027 NO PARKING SIGN I 52026 STA.9+83.78 TYPE II 52035 STA.6+16.49 TYPE II I KEKLIK&PILOT KEKLIK&PILOT i) I \ l / 52027 STA.12+70.39 TYPE II 52036 STA.8+32.07 TYPE II l LIGHT 52026 KEKLIK&PILOT STA: 12+70.39, OFF: 18.50 L STA: 14+43.42, OFF: 18.50'L I I w 52028 STA.15+39.38 TYPE II 52037 STA.11+09.16 TYPE II / ; / I 52029 STA.6+25.82 TYPE II 52038 STA.6+98.70 TYPE II STA:9+83.78, OFF: 18.50 L I / / I 52030 STA.7+94.47 TYPE II 52039 STA.9+13.58 TYPE II _ _ _ R/W / I w 52031 STA.9+72.30 TYPE II T - 9 / / \ 10+00�' �_ -11+00 = - -12+00 - - 13+00 - - 1 / I 4+00 / CL Signage Keynotes: �- W PILOT CT ---- 1 15+00 _ / / j W --- �I� / LIGHT52028 KEKLIK&PILOT I 1 2 n LIGHT 52029 ONO PARKING SIGN STA: 15+71.21, OFF: 10.63'R + KEKLIK&PILOT / MAGICAL CREEK ' I I UUU � � I RESERVED U STA: 6+25.i 2, OFF: 25.82'L w STA: 14+43.42, OFF: 18.49'R RIW / PARKING i o STOP SIGN O / I + MAGICAL CREEK I / Sop I / ~ 12"x 18" O STA: 6+45.12, OFF: 18.50'L CO ac�AS�a�e U I I I G 12"x 6" I W 30"x 30"STOP SIGN PER MUTCD R1-1 CA BLOCK 3 - i 0 3 4 / LL I 100 NO W + LIGHT 52030 / / I Z PAW PAW p a MAGICAL CREEK / / w Y W STA:7+94.47� OFF: 18.50'L I ui a LIGHT 52032 I / _ L, STOP SIGN BECKY NO PARKING SIGN a / / �J - BECKY STA: 7+89.80 OFF: 18.50'L 12°x 18" 12"x 18" cs BECKY FA "NO PARKING FIRE LANE"TYPE A "NO PARKING FIRE LANE"TYPE C y C..) STA: 6+45.12, OFF: 18.50'L / I PER INTERNATIONAL FIRE CODE 103.6 PER INTERNATIONAL FIRE CODE 103.6 IQ STA: 9+00.74, OFF: 18.50 L I ,� Im + I I/ �j ' W W. BECKY DR. CAM 7+00 - 8+00 I W BECKY CT 1 s+oo I I I City of Meridian Standard Notes: 6+00 ---------- I � - AA1------- -----_-____ � �- � _ I I� I I I � STREET LIGHTING I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT - LIGHT 52033 I w a VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND LIGHT 52031 O NO PARKING SIGN ` '" I BECKY I "' THE NATIONAL ELECTRIC CODE. CDMAGICAL CREEK BECKY STA: 10+31.80, OFF: 5.76'L 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK.USE n _ _ 1 + STA: 9+72.30, OFF: 18.50'L STA:9+03.61 OFF: 18.49'R -' _ c I THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ � a TO OPEN A PERMIT AND REQUEST INSPECTIONS. w CA w I I I w 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING,BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. BLOCK 3 I 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MIN.FROM FIRE HYDRANTS 2 ADA PARKING SIGN - I AND 2'MIN.FROM WATER METERS. O Qro ® o LU 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS Co E M 1 + I BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT,OR STOP SIGN r LIGHT 52034 O 0 °O MAGICAL CREEK T ALTITUDE I I SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING cc U I FINAL INSPECTION. CZ - STA: 11+28.72, OFF: 18.50'R STA: 7+19.32, OFF: 25.82'L I I I I I 1 � 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR Z � LIGHT 52035 T / / I w w QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. Lo I KEKLIK&AILERON - 10+00 / / I a M cc cN STA: 6+16.49, OFF: 18.59'R j � 6+00 _____ �� W ALTITUDE STI - �� // Revisions 10 CL LIGHT 52039 I W `� 1. IIII o §� ALAMEDA CREEK(SOUTH) I STA:9+13.58, OFF: 28.37'R I � IIII � r CL W - I W L III w IIII I I I � I NO PARKING SIGN 0C I I I I BLOCK 4 L Z KEKLIK&AILERON - z O a STA: 7+86.33, OFF: 18.50'R - o I LU w CD LIGHT 52036 o C, / -- - EP - - - + KEKLIK&AILERON + 70 I I O° LIGHT 52037 m STA: 8+32.07, OFF: 18.50'L = I EP KEKLIK&AILERON _ a 3 NO PARKING SIGN STA: 11+09.16, OFF: 18.50'L m I w O I LL KEKLIK&AILERON TR/W - - -T - - -I - �- VIA II I W _ _ _ _ _ /_ T STA: 8+35.57, OFF: 18.50'R 9+00= -- ----- 10+00 - - - 11+00 - - - 12+00 - - - 13+00 I - -+-W AILERON ST---+--- - I - - I LIGHT 52038 I - -- -- - - - - -- I ALAMEDA CREEK(SOUTH) I AllfR/W - moo, + STA: 6+98.70, OFF: 28.90'R I W w �%oNAL G 1 I B STOP SIGN! IGN KEKLIK&AILERON °C'I STA: 13+20.09, OFF: 18.50'R I / i 68 / I W s 04/07/2022�0 W ��TE O I rl1ES W.G� BLOCK 1CD i + - - - - - - - - - - - - I_ - - - -- - - - CID W a Project No.: 120194 w Date of Issuance: 04.07.2022 Project Milestone: Permit Set I Street Lighting and 3a Street Lighting and Signage Plan 0 70' 140' Signage Plan 2ml 0 _ Horizontal Scale: 1" = 70' ' ` /IA =; i%•: T H E -. I LAND I I I I I I I G R O U P _ _ME MM ME Ell I I I I I I I - - - - - - - - r - - - i I - ME ME NET MM MM BLOCK 2 �; 1 I i �- w a I I C4.11 W I w ME MM 1 JI I w I 1 I I II II I I Z U v l I t 1 I I I w — — W.YOKE ST.- LAJ L / 1 ! Y z 111 I w � f w I. BLOCK3 l � w 1 III � , , I C4.08 II , 1 C4.09 w I IIII 1 � R,OEM MM ME NINE NJ LU ' -III / w , �1 W. PILOT CT. � 1 / � w C4.10 - - _ Rom ME ME'= M ME ME1/ I w w 11 1 r w Z .,1 l /' O � I 1 n 1 / / ► y I / bLU 1 ( BLOCK 3 , I Zw w LU / I 1 I Z z Q/ 1 w r 1 C4.06 1 C4.07 w y I CA W. BECKY DR. w EP 1 W. BECKY CT. ---- ' CJ I ------ III I J w CL J ME _ w 1 1 C4.05 --- w CA W , w y■■r 1 - - � ._ I BLOCK 3 O C � r II® I I , w w i M 1 �— 1 C4.04 f 00 I I O O o II C� z 1 1 CL r / ' w w �a MCD I Q - � ---------- ' - — — -W.ALTITUDE ST. — , ' � Mi/ Revisions 1 1 w 1. IIII m � I 1 1 II l a IIII 1 IIII I I I I l Ui w CL w J I W � � I ' ' BLOCK 4 I � 1 , 1 MEMM �� , z I 1 III IZI w w C4.02 � � a I I EP I I a , . 1 I � P fi E 1 a 1 m I w a 1 V T� I I w -W.AILERON ST.- - -------------------------------------- --- I 1 1 w ZON A L w I 1 1 G\S __ 68 s 04/07/20220 Lw w 1 1 TF OF 0F �� BLOCK 1 I �� S — — _ C4.01 _ - - - - - - - - -a - Project No.: 120194� — - - -- - - - - w w z l l l Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Overview RoadwayOverview0 70' 140'Horizontal Scale: 1" = 70' C4mOO Mao SA.12k5y �., urF• 16.SpR s Sheet Notes: ri i THE TBC: 2529.90 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � STA: 12+68.69, OFF: 16.50'R \ I LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . Ln I 002 � I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN � � GROUP STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS B4 L17 B4 L1 ARE PERMITTED WITHOUT PRIOR APPROVAL. H 4 SS � ARE 2529.1 y s,000-sF _ 4,s58-SF STA: 9+88.54, OFF: 16.50'R N B1 L24 I _ TBC 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I �O APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, SS , 2° Sj 2S CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE 5,070-SF STA: 13+18.69, OFF: 16.50'R LM o STA: 13+09.16, OFF: 16.50 L 25 q 7� �89 �� PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF TBC 2529.62 J o TBC: 2529.68 / x� 8 �� Q �+� i 3Sj \/ EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE STA: 13+21.70, OFF: 16.50'R I r STA: 13+21.70, OFF: 16.50'L _ �i��c /\ FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS TBC: 2529.60 END 6.2 TBC: 2529.58 q r6S ; A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. V I m J - M J M J �y �� R % THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 00 °N°o 6.2 BEGIN Mo - - mo �� Lqo O F- M�n I I ,;Lin 4 PIRR _ - _ _4 PIRR = 00�n oo �n t�` O o DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO M cfl z N cfl N cfl N cfl -2528- N `2 9� Lo r W u'r u'r - / u'r in F DIGGING. N� w N I 6.3 - - I U_ N L.L. 2527 6 L.L. �F v� m w CIOU� - - c:3� _ C_ W_ 2 / 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR 0 o M� i _END I �o � S - - � - �o m o � �. � + _ BEGIN � FUTURE RIGHT-OF-WAY SHALL BE RE EXCAVATED TO NATIVE SOIL AND BACKFILLED 4"P r X- 6? SEE INTERSECTION a; B4 L18 J co U B1 L25 00 - ooeo N 6.1 °'°° DETAIL 1/C5.52 FOR - 5,780-SF a, i ' \ WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS a Q 2,247-sF 5.2 ti MORE INFORMATION s �v'\ cq- - - - - - - - - - - - - - - - -- - a1 �'' a - - - - --- -- - -- - -Q- - - - - - - - - - -Q- - ' �'0 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, 2 Cn 4 1 c U) U) � / CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 4.1 - z k MATCH PLANS. - - -- 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 6.1 BEGIN 6w �°'o o OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE Cn S I I 252 END 6.1 6.2 BEGIN a CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. ,S� o'p 9 3 6+00 m I - 7+00 - _ - - I v 8+00 - - I I - 6.3 9+00 I - ss �� SS SS _ SS - SS _ Pedestrian Surface Construction Notes. m STA: 7+24.89.89 (A�CREEK) I N ALAMEDA CREEK AVE STA: 8+91.89 (ALAMEDA CREEK) /r� 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS 6.1 BEGIN Cl) STA: 13+65.20 (AILERON) I X 4.2 STA: 11+14.21 (ALTITUDE) END 6.1 / SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN -W W W W W W W W 1�V X W I W W W W W W W - W 6.2 BEGIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE ------ -- ----------- ------- --------- ------------ -------------- -- - -- ---- ---- ----------- ------------------------------ ---- _ NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2 °°°° 5.2 5.2 lj � \ 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE R/W R/W R R/W R R/W GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE _ PEDESTRIAN RAMP(2%MAX). Cc cc a) cn4 - -- cc _ rt Un u' u' u? Lq 253 co o co c_o I z m i- \ ay Keynotes: �O _ _ 1 Roadway otes: LU � 5�� 1 ��___ Li - - - - - - 2 - � - - - - - '\ \ 0 8 0 '� LL\ o o H / Un co o - \ 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE C - _ - \ \ INFORMATION. Q 2540 �M �� oa'o - - �M \ DASD - C4.50 W ° - - - - - \ \ - _ - - - - - r o ` of w N o ai N ai - 2526 = N M + u' + + � + 4 PARR - - - _ L' + \ 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. Nco Nco�N� N� N� - � _ 2527 Q - - _ c� \ v Q ` !i 544 ¢ \� Q ¢ _ BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE m U m _ _ a \ RED/WHITE DIAGONAL DECALS.NO PAINT. 2529 - - _ _ - _ __ 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE 253p 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 9 THE FUTURE". 2535 Cn 4. PEDESTRIAN RAMPS AND DRIVEWAYS ' 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD-712A. 2540 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. w� 2�43 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. -------------------------------------------------------------------------------------- -------------------------------------------------------- 9 ------ ------------------ ------- 2543 5. STORM INLETS --------------------------------------------------------------------- ___ 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD 715A. ` N _ 2540 m - _______ 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. 2535 AND GUTTER 6.61 CURBINSTALL 6 IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) CA 0 20' 40' SD-701. Roadway Plan and Profile - N ALameda Creek Ave (South) 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) SD-702. CA i Horizontal Scale: 1" - 20, 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. 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 2540 2540 8 GRADBOULING DETAILS FOR ELEVER LANDSCAPE INING ATIONS ALL BY DESIGN BUILD CONTRACTOR. SEE ALAMEDA CREEK (SOuim: Sta. 5+60 - 9+40 � .+ HORIZONTAL SCALE: 1" 20' 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE VERTICAL SCALE' 1" _ `�' INFORMATION. CA M 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 2538 2538 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O CcO � E co cn C 0 00 2536 2536 CZ Q � z � o L o co + N a _ m � Q M (j N 2534 CD w M 2534 Revisions 1� + CR � 1. M co `� � " EXISTING GROUND AT CENTERLINE � 2532 C w U) N + 2532 00 - -- - --------- ---- ---- C.3 W N CD LU 2530 -o.5o°r° -- 2530 STA: 7+24.89 (ALAMEDA CREEK) -0.70% STA: 13+65.20 (AILERON) STA: 8+91.89 (ALAMEDA CREEK) STA: 11+14.21 (ALTITUDE) 2528 2528 VPC: 8+91.89 PROPOSED GRADE AT CENTERLINE EL: 2528.59 �G\S 2526 2526 � .� PROPOSED 12-IN STORM OUTLET CROSSING 68 PROPOSED 12-IN STORM OUTLET CROSSING s 04/07/20220 -1TF 0 F \OPT DES W.G 2524 2524 3 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set 2522 2522 Roadway Plan & Profile a O N O �n O O O O t` coM Lf' co co N _ _o M N N. Alameda Creek Ave. N O' N O' 00 f� (D �n co N O 6' M (.4 N O O O O' T Qj Qj O 6) O 6) O 6) O 6) O 6) O cO O GO O pp O O O a M M co M M M M M M M M M coM M CO co M co co Ln ,1' ,n M ,� M ,� M ,n co Ln N N ,� N ,� N ,� N ,� N N ,� N ,� N ,� N ,� N ,� N N N �f' N L N N N �f' N N N 11' N 11' N 11' N 11' N 11' N LS' N � N 11' N N N (South) N N N N N N N N N N N N N N N 3 T 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 � = C4m01 Mao I �I sheet Notes: �i= THE 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND i I I i STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP ARE PERMITTED WITHOUT PRIOR APPROVAL. I B4 Li P�. B4 L11 B4 L12 `3� B4 L13 B4 L14 B4 L15 B4 L16 B4 L17 O 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 25 I m 1 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 2529 'S,000-sF ` 5,000-sF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-sF I I CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE I 5 2 I PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF C4 01 - EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE STA: 8+28.33, OFF: 16.5O'L FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS TBC: 2529.49 � � � �' � � Ir � III A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. M J v J O')J M J 00 J I STA: 7+68.39, OFF: 16.50'L I THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR j �o opo � � Mo � � OR a) �o f � No s�� mo C� M LO rn� f. o LO o u-) o cn s? o LO �. of� of I TBC: 2529.38 I DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO N CD N CO O co CO Z O M CD M CO p M CO 6� N CD N �r �r ' CO cD ,.n r W �n c9 Ln r in r cn c9 U-)r �.,c9 U-)r Lo co / DIGGING. N N f N f N N S>f N f N CV^ I� Li LL. N Li cN LL. Li N U_ N ii U U_ CD,v_ v- \ U v_ W v- C U U W v- C U W v- C U,i �-�'- mo mo ice"' mo - i�"' mo mo v"' mo v"' mo m "- STA: 7+6 �- 0 00 ¢ o 0 0 0 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR m - �Q5 W m �o �cc m �� m �� -�- 5.2 4'POb r c9 o r c9 17 m o FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED L r o f. 2531 - ----- _ ---- f. f. T c7i 1 \\\ O 0 - - - - . MTR -\ � - - - - - - - -�- - - - - - - - - - MTR - - - - - -¢- -+ - -� - - - - -� MTR - - - - - - -- - - - -±- - - - - - - - - - - . MTR - - - - - - - - - - _+- -�/ \ m I WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS M O O c� s, s, O s, O / -M- - -0- - - - CP \ O ¢ p f N C�1 M 4 2 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, 7T-7 "� Q I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO m m t1' "' `1' "' `r' I "' I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT R R/IN LJJ \ N � 1 � � � i I MATCH PLANS. \ \\-- �� w,a --- ------------ ------------------- - -� ------------------ ------------- ----------- ------------------------- ------------- ----------- ---------- ---------- ------------------------- ------------- - -- N Q 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION I \ \ \ T 6.1 BEGI i I I OF THE ISPWC DIVISION 300 AND SD 301 BEDDING AND BACKFILL SHALL BE X \ � W � W 2530 W W W W W 1� W W W W W o W W W W W W W W W SEE INTERSECTION ' W W W I II x W CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. END 6.1 6.2 B GIN o 0 253p DETAIL 1/C5.52 FOR END 6.2 STA: 7+24.89 (ALAMEDA CREEK) � I ' 9+00 Cr m 10+00 N 11+0CD 0 N W AILERON ST 12+00 END 6.3 _ _ _ MORE INFORMATION I STA: 13+65.20 (KEKLIK&AILERON) C.� o� STA: 7+2 Pedestrian Surface Construction Notes: SAN SS d S� SS 6 3 SS S coSS S� \ o SS SS SS - I SS SAN SS SS SS � SS SS - SS SS + 6 3 as JJ �A1 Q j I g - M 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS 0 0-0 __ --- - 6.1 END SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN BEGIN 6.1 6.2 END N j c�i W �_ _ - _�-- BEGIN 6.2 ' I C i I I � PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE 5.2 G NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. - - - 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE • II Y) Y) Y U) U) m Q`L1 o Q GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE R R R R R W R R R o I STA: 7 rt + Z PEDESTRIAN RAMP(2%MAX). I � \ C.6 - - - •- -- - �-- - - �- aiw - - - - - T - � � t___1 m - - --- --- - - •� aiw --- - --- - -- - -m1- - - - - - -- - - .�- •r I c'■ Li � � Roadway Keynotes: U_ U o w o T o0 0 0 0 0 \ o E;F o 1 " _ _ o \ 1 /I/ ;' 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE \ I M 0) d Co W � °0 0 Z Cp^ m r m d m W M o m cc C o C o I I STA: 6+8 INFORMATION. I ...` m r :- 00 ¢ c.4 ao M O M CSJ M W cfl Cl) R)j '� W m cn o O m O m C)j- N N rn �� oM cnCl- + oM + C4.50 N + �, co o + N + N + N + STA: 6+81.39, OFF: 16.50'L ,n + N o = cn o v r N cn r N cn N N M cn CO 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. c`�i o+o - N O �, N r m T N r N r N / I TBC: 2529.82 \ ti ti ti BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE �i¢ / pia EQ C pia ~¢ mti pia m� pia C-'Q va CO m m m COm m 113�- m m RED/WHITE DIAGONAL DECALS.NO PAINT. A /� co �Cn z U) �W �Cn co I M N \ �m N 9 � 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE � THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL C4 1 - DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN 2531 - - - - _ I THE FUTURE". B1 L18 B1 L19 B1 L20 B1 L21 B1 L22 B1 L23 B1 L24 B1 L25 I °C 5,722-SF 5,072-SF 5,072-SF 5,071-SF 5,071-SF 5,070-SF 5,070-SF ,247-SF 4. PEDESTRIAN RAMPS AND DRIVEWAYS S3 / I I 4.1. INSTALL PEDESTRIAN RAMP TYPE 'A"PER ISPWC (ACHD SUPPLEMENT)SD-712A. 2 � _ �, cY' CCn 4.2. INSTALL PEDESTRIAN RAMP TYPE 'G"PER ISPWC(ACHD SUPPLEMENT)SD-712G. LO �S3y c" 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 2�33\ m LET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT) D 601 U, 5 1 INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD 715A r 2S I "' 5.2. INSTALL IN C A T S m 33_� I - 2532 �' � i 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT)SD-709. < 33, I - � i� 6. CURB AND GUTTER -�� 0 20' 40' 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) CA Roadway Plan and Profile W Aileron St 6.2 INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) CA Horizontal Scale: 1" = 20' 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. CJ 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. 2538 KEKLIK (SOUTH) & AILERON: Sta. 8+80 - 13+80 2538 n 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE HORIZONTAL SCALE: 1" = 20' INFORMATION. CA cc VERTICAL SCALE: 1" = 2' 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 2536 2536 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O cc O E C0 L_ 00 + p To aIME � o 2534 Q co 2534 N O O � z �_ Lo � C3 W N U*) a co + + a N EXISTING GROUND AT CENTERLINE r r � cr 2532 --- Cn J 2532 RevisionsCD LU 1� LU 1 0.50% -0.56% 2530 0.00% 2530 STA: 7+24.89 (ALAMEDA CREEK) PROPOSED GRADE AT CENTERLINE STA: 13+65.20 (KEKLIK&AILERON) 2528 C.0 2528 N + N tl0 J H W W 2526 2526 PROPOSED 12-IN STORM OUTLET CROSSING ON A L �4rG �F GAS 2524 2524 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION 04/07/682 AT CENTERLINE AT CENTERLINE T�gTE OF DES W.G 3 2522 2522 M N r 0 r f� M O O C7� 6� 6� 6� O 6') 0 0') ti 0� co 0) O 0) 6) r 0� N O O O 0 O M O ~ O ~ O eo rn O N M T in cfl r; w rn o co cn co N o rn r� cfl Cq cfl Project No.: 120194 N Qj N Qj N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O a-) 0 0 0 Cq CO N CO N Cl) Cl) M Cl) M Cl) M Cl) M Cl) M Cl) M Cl) CO M CO M CO M Cl) co co co co co co co co M co co co M co co M N co N M N M N M N M 'n Ln 'n Ln �n X X � LO LO LO LO LO LO X) Ut � Ut � it, � it, � cn � it, � cn � cn X) � X X) � � � � � 'n Date of Issuance: 04.07.2022 N N N N N Cam, N N N N N N N Cam, N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: Permit Set 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 12+80 13+00 13+20 13+40 13+60 13+80 Roadway Plan & Profile W Aileron St a C4mO2 -� oc '�� Mill cc / 4 I I 1 ,o- - - - -��`�' - - - � 4.1 4.3 o I --2533- STA. 5p� , - sheet Notes. i% T H E _� `r - �b�`•'0"�� 16�62'S� OF 16 pFF j6' �' // STA:9+53.69, OFF: 16.50'R / `� F- O N CL - \� I 1 F ys 5 k5(3 I I TBC: 2530.11 1. COMPLY WITH ALL NOTES ON SHEET C1.00. r 4 � o G�'�'`x \ I I C4.04 I TBC 2S2 �R SIN.!253p1 I / o `� STA: 7 6+50, OFF: 16.50E / 8.g6 jgC C4 / LAND J-- N + 5�P TBC: 2528.59 I ST 6 I �' / I 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . o o T A �50 `L`b I H LL / c STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN T m T I � 6c, y STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP ■� I l W B ��Z$ B4 L �4 Lio I Z ARE PERMITTED WITHOUT PRIOR APPROVAL. cn M SS.. so � / I ss,ti 5,000-SF / 5, 00-SF STA: 6+12.50, OFF: 16.50 R / I I 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN TBC: 2528.41 / I I / / / / APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 1 Q m STA: 6+00, OFF: 16.50'L ��'� I Q m I / / / / / CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE N LP/TBC: 2528.34 is /`L N I 3 ��,"� �� / / / / PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF �, r'� N I ti R / EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE N / I 6.2 (BEGIN I / // / / / FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS END 6.2 / / I / / / / / A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. == I I STA: 9+09.16, OFF: 16.50L / STA: 6+00' (ALTITUDE) 6,3 0 0 6.3 / / / THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR �J - o J / TBC: 2529.89 U / dal co �Jald b aElld�ti 6; �1> ld HIJI �t �- / DIG LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO STA: 6+00, (KEKLIK&AILERON) 1 N z 2527 N - I / / / / DIGGING. i I BEGIN 6.1 I `"'",� - - - - 2526 ��",;_ / o / /o ® LP/TBC: 2528.35 STA: 8+96.66, OFF: 16.50'L STA: 8+96.66, OFF: 16.50'R / `v m o m o N i / ,s / / ic� 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR 5.1 STA: 6+00, OFF: 16.50'R 6+00 M- - - m w- - - - - - M TBC: 2529.83 r TBC: 2529.83 / / / / �� / FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED 6.1 BEGIN \ M o / M / / 6.1 END / /cy 5.2 ao - _ oo / / / / / \ / ,� <* WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS -- --- - - ---- \ m CD - STA: 8+28.33, OFF: 16.50'L h 5.2 , 6.3 � - ¢ ti TBC: 2529.49 i / i / / / / / �` `V ti -a -- - - - - - --- - --- - - - - -¢-- - --- - - - - - - - - - - - - � / �/ / / / h //c+`y 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, O /1 6.2 END cci - / - - � / / / / / CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO _ � CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 5� 1 `\ !1 !1 1 // i - - rD, / / / / �// .,M MATCH PLANS. 5.2 5.2 s"'y / ---------------------- -- ----- - ------------------------------ 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION ------ ------- -- - -' •s Rho, t SQP� a Qti - - - �3 F �6•- � �, � / / / OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE 26ka66N pF \ ` �66 M M M M / M M M o �" M M M / i / / /j/ j///// CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SAP \ s 7+00 ��F N N KEKLIK AVE 8+00 / / / / / / / I � \ � _ � _ � _ _ _ _ _ � / / / // / // /, / / Pedestrian Surface Construction Notes. ° \ � y S SS SS SS ��S'S�M SS SS SS SS 6 3 SS S / / / / � / // 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS \ \ o / / / / /// / // SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN \ N BEGIN 6.2 4 4 5.2 / / / cs / / // / / / / PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE \/ \ 2529 6.1 END // �/ / /�'p / / / / / NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. --- ------ ----- --------- ------ NN m \ m \ m • II / / �///// / / / /// 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE N m ` c_n 5 2 __ cn / / / / // GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE a h aiw / \ c ��C' m PEDESTRIAN RAMP(2%MAX). co CD co CD - - - - - - �T-�-- / , / , �, /, Roadway Keynotes: �0 " " 1 " / // �// / /��/ /% // 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE w w w IO O O O Q O w MM �� o0 0 M / / / // / / //// / /// ��h� INFORMATION. o �� I �M / / / / / / / �+ �+ C4.50 �+ \ + I 11 C\J+ / �ti`'V q' / /,/ /®' // // / / / 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. \ \ I BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE m� I m� / // �h// / / O�j i / / RED/WHITE DIAGONAL DECALS.NO PAINT. cr) cr) cr) cr) w w cr) oC B1 L13 I w w I i // / //��'/ / / �/ a \ s,751-SF I oc I I / / /�M"' �/ / / / //*e, // / 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE 252g 9L / / //�,/�/�� / / /// / / // THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN O B1 L14 �� I �� 2532 w 36,903-SF THE FUTURE". ss34-SF B1 L15 B1 Lis M / / // / / �// / / / 4. PEDESTRIAN RAMPS AND DRIVEWAYS / ; � j / / / / / // 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD-712A. 5,475-SF *- 5,470-SF L� // // / / / / co / I I / // //// / / /// / / /// 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. �b 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. 5. STORM INLETS m \ / / /�// / / / // / / 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD-715A. m cc I I / / 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT)SD-601. 9 // / /�/ / // 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT)SD-709. � a i "' ,/i / // / / // ,'/ ////i/ ,/ - - - _ // 6. CURB AND GUTTER 0 20' 40' 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn Roadway Plan and Profile - N Keklik Ave (South) 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) Horizontal Scale: 1" = 20' SD-702. CA 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. In 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE am 2536 2536 INFORMATION. CA M KEKLIK (SOUTH) & AILERON: Sta. 5+80 - 9+40 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. HORIZONTAL SCALE: 1" = 20' 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER VERTICAL SCALE: 1" = 2' MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O Cc 0 2534 2534 E M �, 00 a � � CZEXISTING GROUND AT CENTERLINE z 2532 -------------------- _�_ 2532 Q co a _ � � U) N -- m _ CD LU ---- - Revisions 1 2530 ---- 2530 STA: 6+00, (ALTITUDE) 0.50% STA: 6+00' (KEKLIK&AILERON) PC: 8+28.33 EL: 2529.55 0 co 2528 PT: 6+68.33 PROPOSED GRADE AT CENTERLINE N CM 2528 PC: 6+00 EL: 2528.75 N co EL: 2528.41 w a 2526 2526 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING 2524 2524 JIAL EN EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE , 68 04/07/2022 2522 2522 ��TE OF\0P O T M U? ZE; O ti M W 0? O O N r M N u? M CO OR 0> c.4 N M o0 N O T O 0? r ` ES W.riv O O 06 O 00 O 00 O 00 O 00 O 06 T 61 61 61 61 61 61 61 N 61 N 61 N 61 N O O co co N CO N CO N CO N CO N CO N M N M N M N M N M N M N M N CO N CO N CO N co co M co U') U') U-) U') U-) � U-1 LO LO LO LO LO LO LO U') C\J U') C\J � C\J U') C\J U') C\J U') C\J LO LO LO LO LO LO U') LO U') V!l 3 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Project No.: 120194 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 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile a N Keklik Ave (South) � = CC03 Mao v I - `'�` "' I I 4"PIRR Sheet Notes: �,►�•, T 2.0% m 4"PIRR H E o o.aoo o ° 1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND -TBC: 2528.50 �2"W 4�05 W TOA: 2528.50 - STA: 10+79.79, OFF: 16.50'R o - : 10+79.79, OFF: 16.50'L 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO \ a Y STA- . STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN • LU STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP I5.2 I Lu 5.2 I ARE PERMITTED WITHOUT PRIOR APPROVAL. LP/TBC: 2528.42 milt LP/TBC: 2528.42 STA: 10+95, OFF: 16.50'R S" ci, STA: 10+95, OFF: 16.50'L 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I I Q \ B3 L46 B3 L47 B3 L48 B3 L49 B3 L50 6) l 51 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, - I c� I 5,000-SF �5ti s,aao-sF 5,000-SF a,955-SF 5,64o-SF N B3 L51 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE °C s,1s2-SF PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 0 STA: 11+30.33, OFF: 16.50'R < I STA: 11+30.33, OFF: 16.50'L EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE TBC: 2528.59 I I c`ni, I Z I TOA: 2528.59 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. LC, O,J I I I ti J M r J N J co J LO J THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR oM ��~ oor �� N � rnCD CD do � J �� r� ^ � DI LINE 208.342.1585 FOR EXACT LOCATIONS A MINIM M F 48 H RS PRIOR T u, ao 00 6) rn rn rn G 0 CU O OU 0 0 0 0 Z.0°,0 2.D°,0 I N O N � N �cf, Z N(.4 ( ) LO r �n r too s N w � N L Lo N DIGGING. N NWINNONMINIM MINIMI NioN� cV �- N N NT LJ_N T N NT NT w V O H H m o m -- mo I �o mo mo co Q 4 cii B3 L52 - o~ ~o N - aS w aS �r, cr v 6,042-SF ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR `r4 0 � 10 I � J I N M o,- o N M ti rn' N cr, ni FUTURE RIGHT-OF-WAY SHALL BE RE EXCAVATED TO NATIVE SOIL AND BACKFILLED w* / R27' osoe \ cMv, ^ I C1; Cl) C2S w M M 00 N WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS / eo: + o Q + 30� -• CO + + rn p J 4.1 4 \ \ 1 `� Q ~ Q �`L�h�� 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, \ cA \ MTR M MTR MTR ). i r N cn cn cn ! \\ �'\cO CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO s - O� CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT R � cn R/ cn v, cn cn MATCH PLANS. ------ I ______ _______ __ ___________ ________________ ________ _____7T _______________ _ ____ _____-_------------ -- 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION _� _ MTR O ti _ 1 W W W W W W W W W VII _ �Q OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE END 6.2 6.1 .BEGIN W W ' W W W_ X� W W W W W W o o CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. STA: 6+00, (ALTITUDE) BEGIN 6.1 6.3 6.2 END Cn N N w 6.3 6+00 STA: 6+00, (KEKLIK&AILERON) 7+00 8+00 W ALTITUDE ST 9+00 10+pp \ Pedestrian Surface Construction Notes: - - - - - - � - - �-_ I- - \ sA" c` 55 SS ~SS SS SA" SS SS SS SS SS SS S SS SS co-�iS SS S"" [1j \` 5� \\ �`sP19 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS BEGIN 6.1 6.3 SEE INTERSECTION o M / 253p 4.3 STA: 6+93.50' (ALTITUDE) 2528 DETAIL 4/C4.51 FORT N N \� \ SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN STA: 6+00, OFF: 16.50'L 6.2 END I -- STA: 11+73.83, (MAGICAL CREEK) MORE INFORMATION T 2528 PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE / TBC: 2528.34 T T ` NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. -------------- ---- -------------------------- - -------------------------------------------------- -- -- ---------- ------------ SS /, 5.2 oeva - - -__ °'° U) U) U) U) N 263� \ 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE Cf) " / \ \ i GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE R W R W R W R W N R R W R R W R/W ` PEDESTRIAN RAMP(2%MAX). R2� i o � o aC oC aC \` SAN \\ i o 0 0 o 0 0 0 o o' v U, CC h h CC h c�, `� R43S, - - - - - - - - -�- - -T d�W -- - - - - - - - - - - - - - - - - - - - -T alW - - - - - - - - - - - - - - - - - - - - - -� alW- - - - - - - - - - - - - - - - - - - - - - - - -� a�W - - - - - - = o� i Roadway Keynotes: �O o co co o co co co o co co co T \ �. LL i o� T \ _ o 0 0 ,l o o `2530 N ,� o o c�• � \ 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE TBC: 2528.69 �• coo 'n T o c'- M o coo 0 o COo '� � o 0 0 � c cn 1, r U? o cr, rn o co 1, N cr, \ INFORMATION. `STA: 6+68.33, OFF: 16.50'L C o N 06 co 6)c�i `sue' ,� of N c�i of cv "'c.i of N r ao cb N k h cr, h o Nrn NT cy;C-, Nco rnr Nco N ti cir Nco rnM o, N N + �, + N � + N C4.50 N - N N co co N co + N^ + N o L, + + N rn cc, + ti ti 5 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. co COQS N M N O h x \ 0 6• BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE CD¢ cc r9 F, ti m m F- m F- m F- a m F- m F- 1 r cr, � N � co = W co a, ��Q g \ �6g5 1 RED/WHITE DIAGONAL DECALS.NO PAINT. I a � �i 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE STA: 11+00, (ALTITUDE) 1 + THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL STA:9+06.09 (ALAMEDA CREEK DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN O m I THE FUTURE". $' B4 L7 B4 L6 B4 L5 B4 L4 B4 L3 B4 L2 B4 L1 6.2 BEGIN ACHD EASEMENT 5,000-SF 5,000-sF 5,000-SF 5,000-SF 5,000-SF ---- _ 5,000-SF a,958-SF I BEGIN 6.2 t I1 4. PEDESTRIAN RAMPS AND DRIVEWAYS C4 _- 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. 7 -- ----- I _ LP/TBC: 2528.53 1 � 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD-712G. 5 2 6.1 END 4.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC(ACHD SUPPLEMENT)SD 712H. N ti 1 5.2 1 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. __ N I I I N - I I --- I END 6.1 - I- I 5. STORM INLETS 2530 ' 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD 715A. 7_1I Ba Ls � Ba us 1 m 1 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT)SD-601. 2 - F co N 6,3 s s N � �� 5,7Bo-9F C4.01 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT)SD-709. Lf) N m I N v I I i I 1 I 6. CURB AND GUTTER 0 20' 40' 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Roadway Plan and Profile - W Altitude St 6.2 INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) CA Horizontal Scale: 1" = 20' 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. CJ 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 am INFORMATION. 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER O MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O E cy) M a 2 z a CZ � � a M � � � 2534 ALTITUDE: Sta. 5+80 - 11 +20 2534 Revisions HORIZONTAL SCALE: 1" = 20' c VERTICAL SCALE: 1" = 2' C N Cn CD w N 2532 + 2532 00 r � PROPOSED GRADE AT CENTERLINE Q US cV GB STA: 6+00 � w _ EL: 2528.41 2530 --------------- ----- ---- ---- ----- ---- ---- ----- - ------------- -- ----- - -- - ---- ----- - �- ---- - -- - ---- ----- 2530 0.50% -0.50% 2528 2528 STA: 6+93.50' (ALTITUDE) PT: 11+14.21 STA: 6+00' (ALTITUDE) STA: 11+73.83' MAGICAL CREEK v STA: 6+00, (KEKLIK&AILERON) ( ) EXISTING GROUND AT CENTERLINE N 00 EL: 2528.59 M 00 N + Lf, O N 6 caZON A L w a �g �G�S G 5 5 - PROPOSED 12-IN STORM OUTLET CROSSING 04/07/68 PROPOSED 12-IN STORM OUTLET CROSSING sp, �0 JgTFOF o 2524 2524 � sW•G EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION AT CENTERLINE AT CENTERLINE Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set 2522 2522 Roadway Plan & Profile M r O O W CR ti ti O r O O c0 ti ti W W co M O W O M co CR co O co O O co co O co r co r co N co M V LC, c0 ti OO O O N M V LC, c0 I` O In M N O O c0 I` co CD oC6 m06 M06 M06 M � o � CD CD o � CD W Altitude St co co N CO N N N N N N N N NLr) N NLr) N NLr) N NLr) N NLr) N N N N N N N N N N N N N N N N N N N N N N N N co N co N co N CO N Cl) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N cV N N N N N N N N N N N CV 0 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 a C4mO4 5,000-SF I 5,OOC 5,000-SF I �� I Sheet Notes: .." �,►.•, I I I T H E �'s STq:7 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � WE C4 07 I �� TBC.2S2g329 OFF 16 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND - 28 50 c STA: 6+89.80, OFF: 16.50'L I MI.l L- C 04 S STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN G R OUP TBC: 2529.50 I _ p STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS 2 0% STA.i6+89 8 p �, _ ARE PERMITTED WITHOUT PRIOR APPROVAL. � I TOFF 16 I B 5pR c 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN •25 I , 29 � •5p , APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, � MMM;mM E 4M � � � � � � � � � � � � � � � � �/ � � � � V 1 FL I CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE \ NJ 1 I I- M„ PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF Im 52g B3 L31 II I I B3 L44 I 63 Las 2 I i Cn I EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE oc SEE INTERSECTION SS ti Cn FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS 7 5,000-SF ' I 5,000-SF 5,000-SF A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. �, BEGIN 6.2 SS.. DETAIL 4/C4.51 FOR `sue I N THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR �S9 I 8 SEE INTERSECTION MORE INFORMATION I cv \ I ti J J o f N J I I DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO � .1 6.2 ENDS �o 00 moo DETAIL 3/C4.51 FOR ��, ��, 0��, 00 L, I DIGGING. ' I I MORE INFORMATION C\J� �� ,N co � � STA:7+37 OF- IINNi Np= 6.2 ENDINNNi 6.3 N .. Cv .. CV .. N T TBC;2529 16.50L STA:6+43.50, OFF: 16.5' L OFF:16.50'R 03 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR STA:6+43.50, 6.3 sT TBC:2529 22 r l • O o 0 0 0 0 o m o 6.1 I TBC:2529.26 s 9. BEGIN O �, q. I FUTURE RIGHT-OF-WAY SHALL BE RE EXCAVATED TO NATIVE SOIL AND BACKFILLED Oq,%6) STA: 6+39.80, OFF: 16.76'L STA: 6+39.80, OFF: 16.76'R Vc�L�O aalcN cl� aald b J 6c jx �IItSTA:7+33.29, OFF: 16.76'L 6.1 BEGIN WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS TBC: 2529 07 ooa VEND 6.1 TBC: 2529.091d,� + -� + + + �5, � TBC: 2528.97 p '�'� ' o c' "" S u' / 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, �� S �' \ l J B3 L45 0 0 0 9 1 1 - - - - - - - -'�� - - - � r - � - - `�0- - -- - - - - -r- -- - -- -r- --- - -- r- -- -Q- - - - -�� i O' 30 -SF - - - CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 4 r Cn M � / S P MATCH PLANS. Mi � � �� 4.1 � 4.1 , 5� ! I a.e ee 5.2 / 5.2 ?j 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION --------------------- I ^ ------ - ----- --------- ------------- -------------- ------ ------------------- � OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE l _ _ N N 4.1 \ CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. M - M �r , M M- M - M M M- M - Mo M M M-I M \ I y 5.1 X' �� N N STA: 6+93.50' (ALTITUDE) Q Pedestrian Surface Construction Notes: STA: 9+26.83 (MAGICAL CREEK) to I 9+00 STA: 6+00, (BECKY) 10+00 N MAGICAL CREEK AVE �11+00 STA: 11+73.83 (MAGICAL CREEK) G - - - - -/ - 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS SS SS I S _Ss- - SS - - SS S '� - SS _ SS _ SS - S S SS- ss SS SS 2529 \ co / 1 SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN 0 5 1 2529 0 - - 0 OS OS OS C\Jo ^ J PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE 6.4 I I Qi 1 NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ------------ -- -- --- - - -- ------- - ------ ------ -- ----- -�- �jQ --- - - ---- --------------- - - /Sc 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN THE N N reereerereer- -��- ----- -74,_---------- - .o.a.o.o. � .S -�� 5 2 "' �12 NGRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE Wd R\RS`d R1 �, M H, �, - 4.1 PEDESTRIAN RAMP(2%MAX). 4 5 oc ac oc oc - ... � - h e. o o cc o o -- rn cc '� M..l : n - n - - -�- - - -`c'- - - - `c' - - - - - - -- - -�- - - - - - -- �- -- - - ��'� 4.2 � � I Roadway Keynotes: _ CT CT LCJ CT CT , bivi O 0o cti s "�I 000• r � � a ii 4.1 I" r O`? O CO 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE LL. e. LL, .. ♦ o I o c�`L 00 e,e u, e o o / o 0 1 _ T I �, ,�x _ INFORMATION. �M oo M i O N M v M ti ao j C 00 ��O STA: 6+50, OFF: 16.50'L rn N o M M o . ti 4 rn N rn �P' I 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. co M M •� O •N 1 ti M 5 TBC: 2528.59 2526 �� NM NO NCO N� N� C4.50 N + + N +�n + �n + �n - - -�n + �n + - - - - - - �n o o v o I BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE 2527 `�CID / - \ + ti� U¢ m RED/WHITE DIAGONAL DECALS.NO PAINT. N r Cn 2 = M z �' 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1 132B.BARRICADES SHALL HAVE \, LU /� •� 7 ■ THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL i W \ DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN cL0 o w ` 7c4 j THE FUTURE". M 0- A U I cn \ \ \\ I 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SO 712A. / \ 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD-712G. J � c'S I I 4.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC(ACHD SUPPLEMENT)SD-712H. HHI It 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. LP/TBC: 2528.35 5. STORM INLETS � LO 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD-715A.� \N STA: 6+00, OFF: 16.50'R -- 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC ACHD SUPPLEMENT SD-601. N -- --- - 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT)SD-709. Li 1 ✓ , - 6. CURB AND GUTTER 0 20' 40' 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Roadway Plan and Profile - N Magical Creek Ave (South) 6.2 INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) SD-702. CA Horizontal Scale: 1" = 20' 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC(ACHD SUPPLEMENT)SD-708. ca CJ 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 2536 2536 MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. MAGICAL CREEK: Sta. 8+60 - 12+00 Cc o (.0 Eco HORIZONTAL SCALE: 1" = 20' ~ � o o VERTICAL SCALE: 1" = 2' Q C-:) o CZ 2534 2534 :30 z L a co NCC 0M0 M G CID co + M ti a0 rn M + r rn Revisions 1� 2532 - N a � o + 2532 m J C/) N 00 a N 1 C.'3 W M J ¢ N F LIM CD LU N " Cn N co J 00STA: 9+26.83, (MAGICAL CREEK) PROPOSED GRADE AT CENTERLINE `D "' cD w STA: 6+00, (BECKY) 2530 2530 0.65% -0.50% ---- ---- �____�---- -0.50% ___ --- 0.50% 2528 ---- ____ ___ 2528 STA: 11+73.83, (MAGICAL CREEK) 2526 EXISTING GROUND AT CENTERLINE 2526 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING ��ZpNAL �F GAS =_ 2524 2524 68 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION s 04/07/2022x0 AT CENTERLINE AT CENTERLINE �TF OF \�P DES W.G 3 2522 2522 Project No.: 120194 LC) O CD N I� r O O O CO r CO N O coCO O CD CO Cb CO O O N CD Cb O 00 o N N o rn M ti o T cfl r� oo Date of Issuance: 04.07.2022 r` 6 r- ti ti 3 00 00 00 00 C 00 N 00 CN 00 N 00 N i M 06 M M ai 06 M o N N N N N N N N N N N N NN N N N N N N N co LO � � � LO L0 LO � LO � � LO � LO � LO � LO LO n LO LO LO � � � LO LO Project Milestone: Permit Set N N N N CV N CV N CV N N N CV N OV N OV N CV CV N N CV N CV N N N CV CV Roadway Plan & Profile 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 N Magical Creek Ave (South) a C4mO5 SS B3 L29 B3 L32 `'`"'v 5,000-SF 5,000-SF Sheet Notes: �� I I 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � T H E 2 ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND a A I 9L STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN . • 3, OFF: 16.50 L STA: 11+84.03, OFF: 16.50 R. - 2528GROUP , , STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS 31 M„I_ HP/TBC: \ STA: 6+89.80, OFF: 16.50'L ARE PERMITTED WITHOUT PRIOR APPROVAL. WE J I SrA; rr�80 TBC: 2529.50 /� ' 33 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 33 I ii � y6 , l OFF 16 Tg�. .5ph APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 5pmzL_� �` 1 252g29 cs 2527 d�ti , CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE C4.08 I �� rl� PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE IFULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS B3,L3o 6 B3 L31 A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. v5,000=sF 5,000-SF , THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR � 2S�S � `& DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO BEGIN 6.2 �5�� \ �o - N o `v o ��'"9 �V DIGGING. OFF.16.50R �� _ w �o �o r I 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR 11+34.03 528•p6 N •• � N T N T , STA: 6+43.50, OFF: I FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED _ LL � 16.50'L 3, OFF: 16.50'L 6.3 STA I TB; D'` m o - � m o m o �T TBC:2529.22 i WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS STA: 11+30.33, OFF: 16.76'R ��O \ o , o 00 M Dy. �x STA: 6+39.80, OFF: 16 76'L jHl R•Q U�Id N U + OS CD Hald"� OS OS TBC: 2529.07 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, i TBC: 2527.98 V '� M r + co �'s & END 6.1 ' O� + ¢ + �9 �, �S / °> CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO 1 - - - -�h - - - - - - -- - - - - _¢- - -- - -- - _ - - - - C/3 - - - -- - - -- - -'Sc CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT � O F- �6' MATCH PLANS. ' X 3, OFF: 16.50'L tit `a "' "' SO o OAP M 8 MM 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION;r;;;aoaa ' 4.1 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE aoo.a. -- ------------ --- ---------------------- ____-- __-- --____-- `°"`°° _ __-- --------____-- -----------____-- ------ CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 4.1 M N M M M� 5.2 'A M 5.2 � M 4.1 M 1 M- - M M o M M �d M o 5.1 Pedestrian Surface Construction Notes. 6+00 Cn F 7+00 MAGICAL REEK AVE 8+00 9+00 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS 3, OFF: 16.50 L - - i -L-� - - - - - G - i - - - - - SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN ISE - SS SS SS cM S SS SS S SS SS ASS - SS SS SS SS 2,529S`. PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE STA: 6+00' (MAGICAL CREEK) OS OS OS OS , NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ISTA: 10+90.53 (KEKLIK/PILOT) 5.1 N1 11 5.1 N N 2528 6.4 4.1 5'1 oN 5 1 \� 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE SS ti N ______ ___ ____ _ _ / '�� _ - -----------_____ _______ ------ GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE --------------------- ---------- -- -- -- °e° 33, OFF• ' cn , ---T-- N PEDESTRIAN RAMP(2%MAX). R SJ/�656�C 4.1 � 5.3 M/d -WH- -� _ _ M/LI rq l -M/H - M/�1 M Roadway Keynotes: �O 4.1 92� x�� ( - - - - o l6 ----- O C� N - - - - - - o o C6 - - - _ _ _ - T w- - - ( - 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE ? - - r o°oo 4,c 2527_ r LO T INFORMATION - - 6 �` T - - �'�� / o O o e;o U_ U_ 3, OFF: 16.50 L STA: 10+47.03, OFF: 16.50'R 6�, �� °° 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. ,e,. ,e,. SEE INTERSECT / - - - N _ \ - - - - - rn M `"M BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE ION I TBC: 2527.61 2526 j ) - - - - - - - - - Nam- -c6 o6 - -2526- - �� m 2527 w w CO N ti N c\jN o+o / N o+o RED/WHITE DIAGONAL DECALS.NO PAINT. DETAIL 2/C4.51 FOR v° I 1 -2527 STA: 10+37.03, OFF: 16.50 R / LO + � °C - - - N m¢- -m a - - m¢- / m¢ 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE MORE INFORMATION TBC: 2527.57 T cii ¢ F-c_ 8�" F-ci / F-c i > m C4,50252 , / THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL �, � I a , 4, w o o F-U) DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN 6 iTI � z - THE FUTURE". C .10 I / a Q � I / b w 4. PEDESTRIAN RAMPS AND DRIVEWAYS C4 6•2 END ¢ i 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD 712A. 3, OFF: 16.501L I N r, ' 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD 712G. 6.3 d b z 4.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC(ACHD SUPPLEMENT)SD 712H. ' ¢ i :Mp 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. 6.1 BEGIN 3 5. STORM INLETS OFF• 16• 5.2 5.2 I a ' 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD-715A. ��C C S STA:9+95.33, OFF: 16.50'R �2�� / 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT)SD-601. TBC: 2527.34 `Z ' 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT)SD-709. ■ ■ , 6.61 CURB AND GUTTER INSTALL 6 IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn Roadway Plan and Profile - N Magical Creek Ave (North) 20' 40' SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) CA Horizontal Scale: 1" = 20' 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. ca CJ 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 am 2536 MAGICAL CREEK: Sta. 5+80 - 8+80 2536 INFORMATION. CA cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. HORIZONTAL SCALE: 1" = 20' 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER VERTICAL SCALE: 1" = 2' MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. O cco 1- 2534 2534 M 00 a C-:)CZ z 2 2532 0 2532 Q co o cf 0 N N + 00 Revisions 1 co J (,p � CD 2530 w LO N PROPOSED GRADE AT CENTERLINE 2530 1 00 J C3 w STA: 6+00' (MAGICAL CREEK) STA: 10+90.53 (KEKLIK/PILOT) 0.65% 2528 -1.00% 2528 2526 2526 EXISTING GROUND AT CENTERLINE 2524 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING 2524 %o SAL �G 68 04/07/2022 2522 1 2522 �qTE OF EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION NisW. ti> AT CENTERLINE AT CENTERLINE 3 Project No.: 120194 2520 2520 Date of Issuance: 04.07.2022 3 N MC\J O CO CtiT COIti� LCnO ti C\J CC4O ON ti W M Nc N O M N Nn cNo �N' Project Milestone: Permit Se t LC) O co LC) co W CD COC\J ti N N C\J r` 06 r` 06 ti 06 r` r- Cn C\J N N N N N N LN LN CC IN N I IC\J I I I CCC\J LN N L LN LO N LO Roadway Plan & ProfileN NN N N C\J N C\J NN N C\J LO C\J C\J C\J N N a N Magical Creek Ave 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 (North) � = C4mO6 Mao Sheet Notes: - THE � / � � �► / S28 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � ' I _ _ _ _ _ � BLAND m IN Igo / 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . m I o ti L3 B3 L32 B3 L33 ON mm� �`s�9 B3 L34 63 L35 // / STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN ti STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP 5,000-SF 5,000-SF 5,000-SF 5,001-SF 5,666-SF SEE INTERSECTION DETAIL B3 L37 / / ARE PERMITTED WITHOUT PRIOR APPROVAL. 3/C4.52 FOR MORE 4,63 T 1 "' INFORMATION B3 L36 01 / 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN LO / O s SF Q CODE, ---- q 86 - N� a,J APPROXIMATE WAY ONLY THE CONTRACTOR SHALL COMPLY WITH IDAH E 5.1 5.1 cb"� --- -- - - - I J m o cd M // / I� CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE -- -- -- X C)J N -- -- r\ "' PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF J O J CO J r-J _ N J ., ,� �CO ND Lr)O CO p LrJO Mp OJ NO W N V- so I p �Q' I N� �? rn`O aJ U• 6J L"• - 6J"' of v w // / EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE C L\J co N CON O N O C V O z N O N O t\ - N co N �" �' �' �' LU �' L(J m w LfJ I '� m o FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS N T N T _ N T N T *- �1• CO co V LL N + N - -- D I $° Cn u= v� u= U U_ � u= v N N N ti o _ rn / A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. mom mo _ mo mo - mo - / _ co _ co _ M ¢ rm o v �N�m THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR � '� 4.1 0 0 o c� o o m N'- O I m o / A-521 ao m CR = N M o CR �- o N"? o M + DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO e rn a' M ai + ai = ai cfl v �n�r �f o N \ M d I M r_ M c� 00 co m o N^ o�, + m / DIGGING. CO O CO Q ti r- MLO M m O •M Q ~ \ / I h + + �+ + Q \+ + ,� j� - X � •• - ..- - - - - - - - - - - - + I 2 - - - - - - - - - °° - - - - - - - - - - °° - - - - - - - -Q_ + I / + t- 1 \ / 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR \ m cn cn - - `O / Q m FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED cn - 4 1 W \4.1 - - - �1- o - ! \� i WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS `v 0," cn cn cn cn rn - \ r� Q et • �`nV U3 Cf) �� 1 `n� 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, �� / V - ------------------------------------------------------------ -- -- -------------- - - ------------------- 52 `., _ � ,_ CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO W `" ---- \ f' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT W X'k W BEGIN 6.1 6.2 END- W �ni W W W - W �ni W W - ---- \ j ' o 0 2$ w w ---__ \ \ I MATCH PLANS. I `r C..� 6+00 c� N 7+00 W BECKY CT N 29 W�� _ 5•2 I 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 6.4 J - 6.3 - - - - + cc: _ -8+00 - Q W-_-_____ --_-- '��50 I OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE saN S 'SS = S SS SS SS S S SS S 1 1 m r VV- w I I I CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. C.Q I STA: 9+26.83' (MAGICAL CREEK) p I � o o Cl)M S � 9+�� _ w / � I T So SS ' SS �° , I Pedestrian Surface Construction Notes: STA:6+00' (BECKY) 6.2 BEGIN N _ N _ -----T- _- Q U) I� END 6.1 T D SS ` C ---- ------------------ ------ ----- --- ------------� -----------_ ----__--___ SD 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS Ilk \\ G / CIO (M„ UD D SD SS 10+00 I - I I I SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN 4.1 = R W R W R - W W = 5 2 - SS e I ,ram° I PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE I41 m m � m _Q R STA.9+80.49 SD I NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. � R2j' r- LO - - - - - -`� - - - - - - - 9C - - - -� M h� EL:2529.30 so - I _ I cn �� m - - � aiw o � - - - � - - - - - - - � aiw - - - - - - - - -��o `�� Q /�D- � � � I I 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE N T „ TL:L _ -�- - _ - / SD I GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE ` o o c� o `L' 0 1 0 ,L - `r' -o / i a f I SD PEDESTRIAN RAMP(2%MAX). 1 rnocfl� I h� CJ) O r`00 o _ M M� M� O cd' aiw \ / N I N O CV M Lp O N N N co C\Jo0 Lp O C4.50 - - - - -O CD 00 CA - -. T/ I \\ \ / �� / I Roadway Keynotes: �O SD S rnM rnd NW rn NW N O ry' m \ / cn Lo + Z6 + Nco � + � + z N� L0 + �� ,T- o" 1-W5.2 m¢ mmcm ¢ m °+° M \ cw 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE CO N� W N 5.2cS' ILX- INFORMATION. ti m� N / �H CA 1-� 2 Cq HCqCO Cq m� Nq ` `\ / i� X SEE INTERSECTION DETAIL m N / 0 47 R/W ��' �"� �' I / I 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. �O q' 3/C4.51 FOR MORE ~v' m ro I BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE \ I 33'1,C-TC I ��j6s�90 INFORMATION M\ _- /� i RED/WHITE DIAGONAL DECALS.NO PAINT. °C I °C I sal B3 L44 B3 L43 B3 L42 B3 L41 LO Cl) o \ R / o/ I 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE II I - � _ o i s,oao-sF 5,000-sF 5,000-sF B3 L40 I Q)¢ C6 M \ R /ram, I I THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL O 5,745-SF . .. 00 o � )H� N�° �N I DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN 5,000-SF 'I', + oM / Cv + - I rn aiw 6i ' N d- I I THE FUTURE". m� - - - --� C C4 05 B�L45 ~m o C I 4. PEDESTRIAN RAMPS AND DRIVEWAYS D SD - I 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD-712A. Q s-sF CCT 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD 712G. LO + I. °C TOA: 2528.77 2�29 6 ti 4.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC(ACHD SUPPLEMENT)SD-712H. J WSTA: 10+24.81, OFF: 16.50'L I Wi 63 L39 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD 706C. O U Q I Q 5,447-SF m�- I 5. STORM INLETS 1 / B3 9-SL38 I j 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD-715A. -� 4 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. W }i P T(14• nrnn c n � 4"PIRR 4°PIRR 4 PIRF� , """� I � 6 6.1. 1 CURBINSTALL 6 IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) COD Roadway Plan and Profile - W Becky Ct ° 20 AND GUTTER 40 SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) CA Horizontal Scale: 1" = 20' 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. ca CJ 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. In 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE am INFORMATION. 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER OCc2536 2536 MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. 0 BECKY: Sta. 5+80 - 10+20 CJ HORIZONTAL SCALE: 1" = 20' co 00 VERTICAL SCALE: 1" = 2' CZ - 2534 2534 M N a N � + C\J a _ co ;2t CD CD CD Lq + M co 6' CO M LO O 00 M + co Cn N CO + O Revisions 2532 co N CD w CD LO 253200 W 1. m J PROPOSED GRADE AT CENTERLINE CD `U 2530 o.00�� 0.50% 5 -0.50% 0.63% 2528 ---- ----- --- ------I-- -------- --- - - -- - ---------- ---------- - --------------------------- 2528 STA:9+26.83' (MAGICAL CREEK) PC: 8+32.87 PT: 8+38.45 STA: 6+00' (BECKY) EL: 2529.17 EL: 2529.14 EXISTING GROUND AT CENTERLINE 2526 2526 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION ,ZONAL AT CENTERLINE AT CENTERLINE G\S 68 2524 T T T T 2524 s 04/07/02220 xx O O M O M O M N N N N co co co co co co co Cl) M co M M M M LCJ N CO � ti 00 O O r -9 �pP M M M T `� Ln CD f� CO LCJ `T co N r O O 00 O O r M TF OF co r- O co O co O co dj co 6j co 6j co 0i 00 CT 00 CT 00 CT co O 06 co c0 c0 00 c0 C6 c0 06 00 CT 00 CT 00 Cn M Ci N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N � ESW.G LO LO O LO O LO O LCJ O LO O LO O LO O LO LO LO LO LO LO LO LO LO LO LO LO L!7 LO L!7 LO L!7 LO L!7 LO LCJ LO L!7 LO L!7 O C\J C J CV CV N CV N CV N CV N GV N GV N CV N GV N CV N CV N CV N CV N CV N N N N N N N N N N N N N N N N N 3 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 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile a W Becky Ct a C4mO7 i Cn Sheet Notes: ..� �,►.•, SD m 1. COMPLY WITH ALL NOTES ON SHEET C1.00. rI / T H E 31 L6 I I - 5,471-SF C4 0 I v 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND ■ 11 ` STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN MI STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP \I 2.0% I 2.0% I i I ARE PERMITTED WITHOUT PRIOR APPROVAL. N I � I I I W I I I 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN Zy2 B3 L13 B3 L14 B3 L15 B3 L16 B3 L17 N c I I I I = ' APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, TBC: 2526.83 I Q + I I I 5,000-SF 2S�E 5,000-SF 5,000-SF 5,000-SF 5,000-SF CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE STA: 9+00, OFF: 16.50 R rn I PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF J EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS i I N N LC) L() cn A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. I 8 I W N N N � I ❑C � ACHD EASEMENT M I rr J Co J co J J LO J THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR C L()J N J ado �o r� � Mo 00 0o N� �) o ro o N I ^ N LO N m ,� r-", '�", M m coo N m 00 DIG LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO CD CO N CO NCO NCO CO Z N CO N N Z h N CJ DIGGING. � co �r �r �co Ln r LO r cli �cd w CJ �cD N N r B1 L7 I I I C�! � N N L1/� N N N (V� � N U_ ..Li- LL. L L � N - w u- U LL CD LL_ LL CD LL LL U iy' U U �j CL' � .U U U V LL' - U ''U- 5,494-SF m m o m o m coo m o coo m � o Q m o v p 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR / I ti o F- _ ti o F- _ - - - - _ ti o � - ,,, - 2528-�- m _ _ _ _ _ M _ _ _ _ _ _ _ _ __ _ _ _ _ M O m �� \ LO C� 11"' LO _ °j _ WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED _ _ - _ - __ -_ - - - - O 02 r N a) +r + +v + + r + r + Q O MTR 0......._ r _ _ _ _ _ _ _ MTR \ � 1 � � � •�-_ _ _r- _ _ _ _ _ _ _�. _ _ _ _�_ - - - - - r - - - - r _ - - _r- - -r_ _ - - -- - - - _ -� MTR,. 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO SAN ` 1 \___ "' M M M M M M u' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT M N MATCH PLANS. _ - aaaoo va,ee G•252��50 OFF.�6�\ ------ 4.1 - - -- -------------------------------- ------------------ -------------v - ------_-_-_ _- ------------- ---------- 6 OF THE ISPWC ALL PIPE A DIVISION 300 ON DAND SDH30G.BEDDING SHALL OAND BACKNFORM OFILLESHALL BE LATEST EDITION 4 . \ �P k � \ STA: 6+00' (MAGICAL CREEK) BEGIN 6.1 6.2 END W W W W W t� w W o W W W W CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Q` \s X' STA: 10+90.53 (KEKLIK/PILOT) o 10+00 6.3 11+00 W PILOT CT 12+00 cli F- , e� _ _ _ _ _ A _ Pedestrian Surface Construction Notes: \ s �' ss a Js ss ss ss s - ss s / gt Lg \ BEGIN 6.2 sAN d �S S� s� I 6.3 CY) 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS / 6,555-SF V 6.3 SEE INTERSECTION o "' 2528 SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN 6.1 END DETAIL 2/C4.51 FOR END 6.1 6.2 BEGIN oN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE MORE INFORMATION cv \ RAl NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. --- \ m W / 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE m / \ U' 5.2 R W 4.1 I W R W 1 R W - GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE �� m � � m m PEDESTRIAN RAMP(2%MAX). o o � i 'o Lq / o - -- - - Lr) - 1 o - - - - - - - Lr) - - - - - - - - - o - - - - - - �. Ln � _ _o cfl-co _ -co aiw c4- -co- 4"PIRR 4"PIRR - �cfl X- aiw - r r I W 4.1 1 r r r Roadway Keynotes: / N 4 U_ o o \ ete Q a s � z s \1 / o o :,E o o 0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE / N � v oM \\ Mo r Mo I Y co - o N C11.) � o m M --- ---------- INFORMATION. o, M M Ln ti m ti rn o o d oo Qo c„ v 2528 C) / V• Lf7 \ co W I M M Lu CO*N LC) 00 M m�Q N rn \ N + N + SD W N + N -F C) c� N + C4.50 N + 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. COLO + L!7 o Cn o Cn r Ln = N Lj r LC)N / N O \ N r N r j --- I N r N N r Q a ti m r c BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE / m \ m m II i c�0� 5.1 C..7 5.2 sl I Q m r m o _ M , /� RED/WHITE DIAGONAL DECALS. NO PAINT. F-cn \ F-M F-M � �6' I r-u' �' Cn l ti� A co �0��. o Q ��?'S Cb 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE `L� \ N '�� THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL X I ��S�� 21 �- DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN � ��Q o� �Q I O% � ,2 THE FUTURE". N CC cC I 63 L3Q 63 L29, 63 L28 o G I -_ 5,000-SF 5,000-SF 5,000-SF 4. PEDESTRIAN RAMPS AND DRIVEWAYS m 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. 0 I 0 , 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. / I i V I / 5. STORM INLETS 4 06 / / 5.1. INSTALL SHALLOW INLET PER ISPWC(ACHD SUPPLEMENT)SD-715A. I� .2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC AHD SUPPLEMENT) D- 1. 5 S C C S S C ( C SU )S 60 61 L9 * 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC(ACHD SUPPLEMENT)SD-709. I M / 37,754-SF [C M I I 6. CURB AND GUTTER -�v 0 20' 40' 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) C4 Roadway Plan a n d Profile W Pilot Ct (West) 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Horizontal Scale: 1" = 20' 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. CJ 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. OWN 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER O MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. CcO � 2534 2534 1- co KEKLIK (NORTH) & PILOT: Sta. 8+80 - 12+60 °' O° 00 HORIZONTAL SCALE: 1" = 20' CZ VERTICAL SCALE: 1" = 2' ' z co a Lo co 2532 co 2532 Q � M + O r M + a � Revisions 1 O U) N Cp m J N C3 w 1. 2530 m � 2530 CD Lu 2528 0.50% -0.5-% 2528 0.54% AGICAL REEK) ----------- - ____�_________- - _ ----_--_-STA: 6+00' (MKEKLIK PILOT) PROPOSED GRADE AT CENTERLINE ------ -- ---- STA: 10+90.53 (KEKLIK/PILOT) PT:9+95.33 2526 EL: 2527.41 ---- ----- - 2526 o � N + EXISTING GROUND AT CENTERLINE N O J U 2524 w PROPOSED 12-IN STORM OUTLET CROSSING 2524 ��IG\ 68 04/07/2022 2522 2522 s��TF OF \oP�O EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION ` EsW.G � AT CENTERLINE AT CENTERLINE 3 Project No.: 120194 2520 2520 Date of Issuance: 04.07.2022 co a) o N co M v LO LO LO LO LO Ln Ln Ln M M M rn Project Milestone: Permit Set V Lq f� co d7 d7 CR f� Lf) V M M V LO CO O ` r` r- co ti M O r N M � Lf) C.O � M O O r N Cl) N r O O N O N co O N ~ N ~C\J N � N Cq N Cq N ~ N ~ N ~C\J N ~C\J N ~C\J N Cq N Cq N Cq " Cq N M N M N M GV ~ Roadway Plan & Profile LO L0 LO LO LO LO LO L0 LO L0 11 L LO LO LO LO LO LO LO LO LO LO L0 LO L0 11 LO 1) L LO LO U LN Q N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W Pilot Ct 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 (West) a CC08 25 6 411PIRR , \\ \ Sheet Notes: gh" T H E \ 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND \ \ \\ STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN • STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP 6 \ \ \ \ \ ARE PERMITTED WITHOUT PRIOR APPROVAL. I \ \ �LO \ 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN B3 L18 B3 L19 B3 L20 N N LO APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 5,000-Sr ' 5,000-SF 5,000-SF 5,517-SF 63 L22 N C113 `�' \\ CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE \ PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF B3 L21 4,850-SF / / \ J I EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE 4,875-SF �C\ � ~ - - _ \ / FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS 15 - - / B3 L4C15 A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. o J 0 0 o J o M-� o o _ _ _ 216,936 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR rn ,�u7 �,o r-�n ^ ,N co / / / DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO ' N`o w �� N cTo To -� I N co N I / / / DIGGING. cv 2S2 j U `'. c; W `'. c�C v N T J rn� o --- - + 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR m0 �CD oo Q mo �� m0 chi" �� coin �� T ---2528------- ' r _ _ w �, �- - cfl �„ � i \ co o �' CO. rn � c�,� LO I �6' M i Q � \ I / / � FUTURE RIGHT-OF-WAY SHALL BE RE EXCAVATED TO NATIVE SOIL AND BACKFILLED S> 'n = �' "' m O N r• N U_ /°p � \ / / WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS L � � + Q M + + mO mO // T - - - - - - - - - MTR- - - -- - - - - - -r- - - - - - - - - - -f MTR -r - _� ~ o I --- / Q \\ \ / / 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, - + + / ,---------_- \\ \ \ / / CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO r r W I \ \ \�� / / CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT -- -= 1 -- ------- -------------- ---- d 5.2 �- - - -T MATCH PLANS. -- Cl) - cn `� \ \ / / / ---- --------- / \ ___-----_ - - \ J / / 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION v_� c_n c_n cn a ••. _ OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE W W W W - W W W - W --__ - I / ` \ / / / CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. LO 13+00 o w Pedestrian Surface Construction Notes: �_ _ _ W PILOT CT � - - - �-M- - I - 14+Op � S w-- - � � / V SS SS SS SS MSS - �S SS SAN cV 2, W / L S � _ w w Cp I / / 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS 2528 S W� � / / SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN ' co SS w PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE T N SS \ SS 15+00 �Q I / NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. N SD �__- SS SS 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE --__ -SD - / / GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE _ _ _ SS QZ CD W R W R 5.2 ------__ \ S KEKLIK&PILOT SAN 5 I / PEDESTRIAN RAMP(2%MAX). o o - STA: 15+20.31, OFF: 0.00'- i I -_�- - - - �C - - - - - alW- - - - - -- - - -_�- - - - - - - - - _ �� - SD Sp / I Roadway Keynotes: �O LL �' EE STA: 13+72.96, OFF: 16.50'R lw%" - _ _ Q 1 / I / o _ _ CD TBC: 2527.36 - _ ham_ i / / 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE 0 Mo o 0 o STA: 13+78.55, OFF: 16.50'R iz - `_ \ \ s0 / INFORMATION. O°M c`' C4.50 r;°9 TBC: 2527.34 Z o � \ ' / O N N n M - � o \ " \ i \ ' 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1 132A. c"T Q; "'T STA: 13+83.54, OFF: 16.5 YR °j ,y M T I \ , �( BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE m� co TBC: 2527.31 = ��%,� \ 5•2 ' /�\ RED/WHITE DIAGONAL DECALS.NO PAINT. � � Q �m�'Q �, �r�0 o •• .. 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1 132B.BARRICADES SHALL HAVE 2 `I' COI \ M co THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL O LO n / DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN B3 THE FUTURE". � B3 L26 B3 L25 I C \ C) \ I 1 / 0L28 63 L27 0-SF 5,000-SF co 4. PEDESTRIAN RAMPS AND DRIVEWAYS 5,044-SF 5,385-SF M � / / SEE INTERSECTION �+ \ Cl) �'o C.0 / \ 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD 712A. DETAIL 2/C4.52 FOR cv;2: aiw 06 i + 6 I / 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD-712G. MORE INFORMATION ' -- - - - cv T�5`L I 4.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC(ACHD SUPPLEMENT)SD-712H. 1-2 c o �Q �� / 2527 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. mti / 7 B3 L24 ir? 9 5,527-SF o �l 5. STORM INLETS a 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD-715A. �S N Lo I l 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. J B3 L23 6. CURB AND GUTTER ■ ■ 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) COD Roadway Plan and Profile - W Pilot Ct (East) 20 40 SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) Horizontal Scale: 1" = 20' SD-702. CA 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. In 9. INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE am INFORMATION. C4 W 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER 2534 2534 MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. KEKLIK (NORTH) & PILOT: Sta. 12+20 - 15+80 Cc 0 HORIZONTAL SCALE: 1" = 20' C co M 00 VERTICALSCALE: 1" = 2' Qi oCZ 0 2532 2532 c+� N � N oN C" co C\J 2530 � � Q � 2530 Revisions 1� T U) N � LO CD 1. PROPOSED GRADE AT CENTERLINE m c7 w 2528 --o.5oi° 2528 0.57% 2526 2526 PC: 13+72.96 PT: 13+78.55 EXISTING GROUND AT CENTERLINE EL: 2527.43 EL: 2527.40 2524 2524 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING %pG A L E1V G 2522 2522 68 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION 04/07/2022�0 AT CENTERLINE AT CENTERLINE qTE OF 0P s DES W. 2520 2520 _ Project No.: 120194 LnLO I- o cD o cD o cD o cD o r- o r- 0 00 o 00 0 o a' O o o T o 0 0 0 0 0 0 00 O O DO O 11') M N O N Ln _ o o o o o � o o o o o ,- ,- ,- 6 o M M o Date of Issuance: 04.07.2022 DO DO f� ti ti ti ti ti ti ti ti ti ti ti ti a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CV 3 C\J C\J LS") C\J LOLOC\J L(i L(i LS") cli LS") LS") LS") LS") LS") LS") LS") LS") LS") LS") LS") LS") LS") LS") LS") LP) LS") L!•) LO L!•) C\J LP) Lf7 Lf) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: Permit Set a 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 Roadway Plan & Profile W Pilot Ct (East) � = C4mO9 Mao I <016 r2 v,r r6 5p� I I �J17>> Ur h' rs 50'� 4.1 MIr k , 1- ST Sheet Notes: �,►.� 1 CO A. 9 i / 2 T H E r o 1 LJJ I I cr 3 5 QFF. y 1 4.1 11. COMPLY WITH ALL NOTES ON SHEET C1.00. 1 TgC 2 6.5°�R �� 1 LAND 8 1 52g r2 1 -/ �/ 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO ACHD EASEMENT � ��I STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC CITY OF MERIDIAN STA. 10+47.03 OFF. Ill STA. 10+47.03 STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP 1 1 TBC: 2527.62 1 \' ARE PERMITTED WITHOUT PRIOR APPROVAL. 32 L2 1 I 1 33 L11 33 L13 SEE INTERSECTION 1 5,000-SF 1 5,000-$F 5,000-SF DETAIL 2/C4.51 FOR STA: 10+37.03, 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN C4.11 c��, MORE INFORMATION C4.08 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, IN FMCHAPTER 22 TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE - �- M IN -j �ii ` PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE 1 BEGIN CO ;i, p 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. . 6.2 BEGIN I 6.2 END 1 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR STA: 6+63.50, OFF: 16.50'L � � STA: 6+63.50, OFF: 16.50'R / STA: 10+15.33, OFF: 16.50'L i TBC: 2525.62 I I TBC: 2525.62 TBC 2527.45 ' I X DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO 1 6.3 1 1 El8I&V DUI�„� ' 6.3 d��b , DIGGING. No /, - - - - - - - �\ 1 6.1 IND 5.1 1 // - - � � // � / -- Tq-9 9� 1 6.1 BEGIN 1 �'"' 5.1 - - 2 I 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR N L I 1 END 6.1 1 w\ / _ _ _ BC• 527343' OFF• r65 5.2 0 5.2 / FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED ,� �_ _ _ - - - I 1 - - - _ _ _ _ - 0� + 1 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS g2ris- - - -STA: 6+43.50, OFF: 16.50'L • `STA: 6+43.50, OFF: 16.50'R- - - - _ cwi) B3L12 I - - STA: 9+95.33, - - - Cn o ( 2523� -- 3,91,�6)�q _ TBC: 2525.41 I '� TBC: 2525.42 ��00� 2524 - �Lo ¢, seasF / - - - - - -2524- - S 1 �? G h - - _ _ _ \ / 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, + _2524- - - - - �'s xdp - - - _� eee. I G�'�� `2525 - - - / \ 2525 i i CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO _ / e �� `� - c� i ¢ / - - - 2526 - END 6.1 � CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT ,.; 2525-- - --- - -- - - j - - - - - - - `off= - --- 2526=- - - -- - -- - - -- - - -- SS. MATCH PLANS. cm 6.3 \ Cn OAP / �' I 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION - - D H 4.1 D U ,p OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE 5 2 �� 5.2 5.2 2S?> �� l: STq CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 7 ' --------------------------------------- - - I �� _- -- - ------ --- --------- ------------------ ------------------------------- �Tr�s / BEGIN 6.2 9�>895 OFF / Pedestrian Surface Construction Notes: M M - M I -M Pedestrian M �;, nn ,nn AA M MGM - -A1 M M M M M / Tg 6.1 BEGIN o �" STA: 7+23.50'(KEKLIK) ( o �6p i C 2� KEKLIK AVE / 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS 6+00 N I %+00 STA: 6+00' (YOKE) I 8+00 V N 9+00 �252� c�5 / SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE SS SS SS SS SS SS SS SS SS M 3S SS - SS SS SS o SS SS SS NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. N o SEE INTERSECTION 25 0 6.2 END c\i DETAIL 1/C4.51 FOR / 2g 4 1 c�i 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE r MORE INFORMATION I r ' r / GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE 7 ---- ----- ---------------------------------- -------------------------------- -- -- ------_-_ -------- --- ---- -- -------- ----------- - ------------------------- PEDESTRIAN RAMP(2%MAX). 5.2 5.2 Roadway Keynotes: �O o `� 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE cc or-- - - - - - - -c�- °� -- - - - - °C- - - -OC• - - - - - - - -OC- - - - °C - - - - - - - - - - -OC- - - - - - - - 0 0 0 o m o o Lo ,o o INFORMATION. co co co co � c_o c_o _ r r r r m LU 2527- 2 T 0. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1 132A. m 0 N� � � o LL. � � � BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE o -o r o N o 00 r o 0 0_ - - --- N o o ao Q o s rn RED/WHITE DIAGONAL DECALS.NO PAINT. To o coo Lo LoLo ri �o ti o o L� o c� NO NLO NLO NO NN NLO NCO NO C4.50 N� o N� Z � + Ln + Ln + Ln + Ln + Ln + Ln + Ln + Ln + _ Ln + v � m �"m �"m �"ti N �"ti �"ti �"O° �"M c� N M `f' m 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE Q ¢ ¢ ¢ ¢ ¢ M¢ E THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL O mU) m� mU m� mU) m� m� m� m� m� ~"' ~"' ~m ~m ~m ~m ~m ~m ~"' ~"' a DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN SE �� 6,555-SF THE FUTURE". CnV � 4. PEDESTRIAN RAMPS AND DRIVEWAYS 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD-712A. 2527- 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD-712G. 52� c' 4.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC(ACHD SUPPLEMENT)SD-712H. g1 u 2 g1 L2 g1 r3 g1 ra r'6, g1 r5 g1 L6 61 L7 - , 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. 5,507-SF 5,4 SF 5,487-SF 5,481-SF 5,476-SF 5,471-SF 5,494-SF ma's 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT)SD-715A. LS 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT)SD-601. ,ICL 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT)SD-709. AND GUTTER - ■ ■ 6.61 CURBINSTALL 6 IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) W Roadway Plan and Profile - N Keklik Ave (North) 20 40 SD-701. 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) Horizontal Scale: 1" = 20' 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. CJ 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 am 2534 2534 INFORMATION. KEKLIK (NORTH) & PILOT: Sta. 5+80 - 10+40 HORIZONTAL SCALE: 1 - 2O� CA cc 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. = VERTICAL SCALE: 1 - 2� 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. 2532 2532 cc o � " cn M a 2530 co 2530 CZ + T a N � CD I � a _ � � O CO (D C j N O Ln coON Q LNC) CD W � Cn N Revisions 1 V)) N o '-'-' 1. 2528 � w PROPOSED GRADE AT CENTERLINE 2528 0.54% 2526 7 0.57% - --- ---_�------- PT: 9+95.33 2526 0,59% ---- ---- EL: 2527.41 - - o _- ---- ---- STA: 7+23.50, (KEKLIK) N + --- STA: 6+00, (YOKE) N EXISTING GROUND AT CENTERLINE Li 2524 ----- w 0- 2524 PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING 2522 2522 PROPOSED 12-IN STORM OUTLET CROSSING oNAL G\S 68 2520 2520 7 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION TE OF \pP�� AT CENTERLINE AT CENTERLINEEsw•G 3 2518 2518 Project No.: 120194 Date of Issuance: 04.07.2022 3 O N O N CO ti LO O r- O O N O coL!-) T CO M L!") O CO f� N f� O LS") d7 O O T O N O Cl) O Cl) LO L!") T o N M LO co r- M o N co T X) co r- M O c� M co Project Milestone: Permit Set v v v v v LO Ln LO LO Ln LO LO CO co Co co co Co Co co Co Co co t N L!7 N LO N C q N C\J N N N � N C\J N O N O N O N O N O N O N O N O N O N ti N ~ N f� N f� N f� N ti N LO LC\JO LO " LO LO N LO LO LO LO N U') LO N LO N U') LO N LO Ln N LO N LO LO N LO N LO N LO N LO U') LO N Ln N Lf') N LO LO N LO Ln N LO LO N LO LO N LO N Ln N LO N CV N N LO N N N N N CV N CV N N N CV N CV N N N N N CV N N N N N CV N N N CV N CV N N N N N CV N N N N N N N Roadway Plan & Profile 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 N Keklik Ave (North) a Cl4ml 0 cl: \ -- -- Sheet Notes: ..� �,►.•, �� / CV / .► N M i �s � � . T H E ,n N r� / N N ,1•, ' S � 1. COMPLY WITH ALL NOTES ON SHEET C1.00. �� i N \■ 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN ° ° IT 2.0/0 2.0/° �� STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS � � G ROUP -0 I I ARE PERMITTED WITHOUT PRIOR APPROVAL. 10 cn � 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN B2 L2 B2 L3 B2 L4 B2 L5 B2 L6 B2 L7 B,62 L1 s APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE 0 s - F - F - F - F - F - F 5 S 5 000 S 5 000 S 5 000 S 5 000 S 5 000 S 5 000 S � O CHAPTER 22 TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE h 5 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF C4.10 V EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE I O FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MI HT BEOCCASIONED A S I - O. A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. J N J N J � � rn_ ' THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR SEE INTERSECTION �Q. o o QR o d o b N o b R' 5 I I I Lri L �Lq O co� co U `"o co U O o o DIG LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO _ DETAIL 1/C4.51 FOR �,r N U,r LOT N ,,, U,r N N ' DIGGING. CV C2 C\J Cp Cp CCU C\J Cp C\J Cp C�CCU Z CV C�CCU MORE INFORMATION I N LL.T I N o ii N '� CV CV L N +� � N N N ^ U L_ U L_ U U L� CU Li �j Cl' w ---U Li- �. \,, o / o - --m o`` o 17_m o ao Q-- o ---- 4 NATIVE SOIL AND BACKFILLED M U mO w mO m.O. � I� Ln- - � - -- �" o ati L ABANDONED BUILDINGS TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR T o' FUTURE RIGHT-OF-WAY SHALL BE RE EXCAVATED TO N \ M M M _ + 2527 = M `� "' WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS � co M co ti M C3 co M M + + + < + ` \ co co MTR ^ -r- ¢- MTR - -� -- - - - -- MTR 0)- - - - - - - - MTR - 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, - - - - - - - - -- - --- - - - ` � � ti ti ti ti CHANNEL CROSSINGS AND SEWER ELEVATIONS OR INVERTS PRIOR TO cn cn cn cn cn \ CoCIO AND NOTIFY ENGINEER WHEN ELEVATIONS R INVERT D NOT v, CONSTRUCTION0 G 0 0 S 0 0 ----- - VV - KIV h/VV 7, ---- cn cn cn cn cn cn C/) - MATCH PLANS. Q� • -- - - - - - - - ■ - - - - ____ 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION LU 4.1 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE = N y_\~ W W W W _ W__ W W W W W W W W W W W- W W W W W W W W CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. Q "' END 6.1 6.2 BEGIN o I N N '[ 6+00 7+00 8+00 9+00 - _ _ _ _ _ _ _ 9_� W YOKE ST_ _ +00 Pedestrian Surface Construction Notes: I,R Jim -I 6.3 I- I F- - - J 7SA� SS - END 6.1 SS SS SS SS SS S SS SS SS S cM� SS S �S snN SS SS SS SS S S 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS I I`�7 7+23.50' (KEKLIK) I 6.2 BEGIN o 6 SU SD SD D - SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN W STA: 6+00' (YOKE) - `V 252 y `, E D 6.2 PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE - _ _ NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ZN ----------------------_----- ----- -------------------- --------------- ---- - -----------------------=---- ------------- -- ------- --------------- --------------------- \ 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE 5.2 1 Cl) `" 1 5.2 cnCIE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE - _ - - - 41 R W - R - R R R - R - R - R - PEDESTRIAN RAMP(2%MAX). � � � 0 o O o O o O o 4.1 Lo Lo aiw - - - - - - - - - - - Ln- - - - - - - - - - -� aiw - - - - - - - - - - -� - - - - - - - - - - - aiw - - - - - - - - - - -� aiw Roadway Keynotes: # co co cfl o cfl 1. - - - - - - - - � -r - � r r Ln � r Co n / U_ L:L �' ii o �' z ii NAll 7r o o - _ o o m 11 2527 0 o 0 0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE 0 0 _____ N O" o r/ O" LL o d O" ^�" -- i1 N cn I N cn ,�k 1 N cr, co o Ln k _ cn M� o Lr� INFORMATION. v o �� o N �� o Q N coM hM N N� C4.50 N� N � w N- Nco Ln + Ln + N^ Ln + v + N CO -5 + N N ' 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. c�c� c�c� ti N~ m ti N°O ti ti BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE 5.2 I 5.2 - s c�Q c�Q ,� c�Q C¢ m,� a c�Q m ti m ti T I N N )2? N = N N ti ' RED/WHITE DIAGONAL DECALS.NO PAINT. 9 x J 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN O j' I I6,56'p9 I THE FUTURE". C4.10 I O� I B3 L10 B3 L9 B3 L8 B3 L7 B3 L6 2526 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5 'qF 4. PEDESTRIAN RAMPS AND DRIVEWAYS co Lo 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD-712A. N N I N I N N LO 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD-712G. N I _ 4.3. INSTALL PEDESTRIAN RAMP TYPE H PER ISPWC(ACHD SUPPLEMENT)SD 712H. � I 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. � I I 5. STORM INLETS 5.1. INSTALL SHALLOW INLET PER ISPWC ACHD SUPPLEMENT SD-715A. 5.2. INSTALL INLET CATCH BASIN TYPE 1 PER ISPWC (ACHD SUPPLEMENT)SD-601. cn ___ -- --- -. I 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC ACHD SUPPLEMENT SD-709. 2526 ( ) S2j 6. CURB AND GUTTER ■ 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC ACHD SUPPLEMENT CA Roadway Plan and Profile - W Yoke St (West) 20' 40' SD-701. ( ) 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) Horizontal Scale: 1" = 20' SD-702. CA 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC(ACHD SUPPLEMENT)SD-708. ca CJ 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 am 2532 2532 INFORMATION. CA M YOKE & AL MEDA CREEK (NORTH): Sta. 5+80 - 10+00 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. HORIZONTAL SCALE: 1 = 20' 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER VERTICAL SCALE: 1 - 2� ti MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. + CDCc o 2530 0 2530 � M O Cn N 0 N m a U cflrn CD CDLn Q N M CZ Cn N + co z l� Lo Cm3w ¢ N co � 2528 m J c 2528 �' o w PROPOSED GRADE AT CENTERLINE STA: 7+23.50, (KEKLIK) Revisions 1� STA: 6+00, (YOKE) 1.00% -0.50% 1. 5 -1.00r° 2526 2524 2524 EXISTING GROUND AT CENTERLINE PROPOSED 12-IN STORM OUTLET CROSSING 2522 2522 2520 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION 2520 ��S�GS ENS AT CENTERLINE AT CENTERLINE 68 s 04/07/2022 � xo 2518 2518 J ATE OF `�P N N N U_7 LO LO LO U_7 U_7 co co co co 00 00 00 00 co co co co N N N N N N N N M M M M M M M N O C7) ti LL-) CD M O N � CD t` CD LO � co N O C3� co t` CD UD U.) LO LO LO LO LO 11") 11") Lf� U.) U.) U.) LO Lo Lo Lo 6 LC) LC) U') U') LC) CV N CI N � N � N N N CD N CD N CO N C.6 N C.6 N C.6 N O N O N O N O N O N O N N N N � LO LO CV LO N LO N LC) N LC) N U') N U') Lo Li") N LO N LO N LO N LO N LO N 11-) N 11-) N 11-) N 11-) N 11-) N N N 1O N a N NLO N Lf') N N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N N N N N N N N N N N N N N N N N N N N N Project No.: 120194 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 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile a W Yoke St (West) a C4ml 1 Sheet Notes: \ GIRR GIRR r I `s �, �' THE 1. COMPLY WITH ALL NOTES ON SHEET C1.00. \ GIRR 12 GIRR 12 GIRR T� 12 GIRR 12 GIRR I aala 12 GIRR awls 12 GIRR . L AND )33 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . i I � I I � I STA: 13+20.82, � _ r TBC 2527.57 OFF: 16.45'L - - (ISPWC), _ - � _ ___ AN _ - _ _ - - - STANDARDS FOR PUBLIC WORKS CONSTRUCTIONCITY OF MERIDIAN G R 0 U P I ( \ I 4 PIRR \ 4 PIRR PIRR / 4"P R �I STA; 13+24.73, OFF: 16.45R RR STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS \ ARE PERMITTED WITHOUT PRIOR APPROVAL. - - - - - - - \ TBC:2527.53 \ � � ' 6.3 END 6.2 I BF i I i 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN \ \ `V 6.1 END \ APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, \ N CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE I oo I "SS PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 2 W -M i B3 EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE I 4,594 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS STA: 12+85 57 W i A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. \ O' N TBC:2527 OFF.- 16,50'L THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR N N `��, 23 I \ i DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO N B2 L12 Q DIGGING. 3,142 SF I cq I W STq.2 / -- GO �g 4. ABANDONED BUILDINGS,TEST PITS,OR WATERWAYS LOCATED WITHIN CURRENT OR \ B2 L9 B2 L10 B2 L11 U L SS�pF FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED �� I � F• Tg r6S WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 5, F 5,200-SF 000-SF 5�000-SF V 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, - - 0 CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO coo "SS I cw CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. __J , �n o 00 o co> r o �`S26 3�OS Q 3 2527 B3 t2- o CJ�? cri � r-,o \ co�? 80 O,cF J 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION h N- N m N O 5,000-SF co N T N T �'9 \ N T r6S Q I OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE U � \ �'.u= \ �� 0� � z CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. mo' ~,n a \ ~� ' STA'.12+37. 16.50'R m 0 U m 0 M c o 0 05 oFF: Pedestrian Surface Construction Notes: 0 --u, ---------- �, \ TBC:2526.80 Cp O r MTR O / I - + + ` + + / - - - MT rn_ - - -� - -- - - - R - - - - - - 2° � -�_ - - - - - - - - --1�' R-- - - -r- ePP i STq.r 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.CROSS \ '' R2� r SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN co r 0 C�l � cn cn r / 36 9 pFF PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ARE I �, 9 Tg r6S NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 71, �r W 5.2 Cn7 "' 5.2 4.4 3s / 2S268 R ;asa,pouu X' i 0 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN,THE e vae°a.e.e. GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE W W \ W W W W 4.3 W W W W W W END 6.2 6.1 BEGIN ��x0 6p� ' / j I PEDESTRIAN RAMP(2%MAX). V _ B3 L3 10+00 _W YOKE S_T o 11+00 N 6.3 j / 5,378-SF Roadway Keynotes: S SS S� Ss - 6 3 SS S SS SS SS S SAN 6.3 ' / 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE 0 � � � 1 4.4 / � INFORMATION. SD SD o - SD SD s° so SD SD C- SD SD SD 8G END 6.2 6.1 BEGIN 4.1 �`� END 6.1 \ 6.2 BEGIN �/ 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. ---------- -- ---- ------- ----------------------- -------------------------- - s� / I BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE U)� 5.2 0 5.2 1 \ / jX RED/WHITE DIAGONAL DECALS.NO PAINT. In c9� � \ O � � 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B.BARRICADES SHALL HAVE o o- o i p�'GIRR THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL O aiw _ _ _ _ _ _ _ __ _ _ _�, _ _ __ _ _ _ _ _ _ _�_ _ _ __ _ _ ___ _ __ _ __ _ _ _ _ _ _ _�_ _ _ _ �� ,� DECALS.NO PAINT.INCLUDE SIGN THAT STATES,"THIS ROADWAY TO BE EXTENDED IN `o �" r r 12 GIRR THE FUTURE". � w w \ s�� 0 0 0 0 0 \ \ sT 4. PEDESTRIAN RAMPS AND DRIVEWAYS rno" o °N° o o � "' � J' \ ti U' \ \ 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC (ACHD SUPPLEMENT)SD-712A. co N r(0 cV co an T N COo co`� \ \ 4.2. INSTALL PEDESTRIAN RAMP TYPE"G"PER ISPWC(ACHD SUPPLEMENT)SD 712G. N n N o v _o \\ N+ \ \ 4.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC(ACHD SUPPLEMENT)SD 712H. m a \ \ 4.4. NSTALL CONCRETE DRIVEWAY PER ISPWC SD-706C. "D ' �v~i d � / / - - - - - - --- - - - -cow - - _ \ \ \\ 5. STORM INLETS ,r, \ 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. �ti3 5.3. INSTALL 5-IN CONCRETE APRON PER ISPWC (ACHD SUPPLEMENT)SD-709. 6. CURB AND GUTTER 6.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPPLEMENT) Cn Roadway Plan and Profile - W Yoke St (East) 20' 40' SD-701. 1 6.2. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC(ACHD SUPPLEMENT) Horizontal Scale: 1" = 20' SD-702. CA 6.3. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH TRANSITION. 6.4. INSTALL VALLEY GUTTER PER ISPWC(ACHD SUPPLEMENT)SD-708. ca CJ 7. MATCH EXISTING ROADWAY AND SIDEWALK GRADES. 8. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. SEE GRADING DETAILS FOR ELEVATIONS. 2532 2532 9• INSTALL SOUND ATTENUATION BERM AND WALL. SEE LANDSCAPE SHEETS FOR MORE YOKE & ALAMEDA CREEK (NORTH): Sta. 9+80 - 13+60 INFORMATION. CA M HORIZONTAL SCALE: 1 - 2O� N 10. MONUMENT SIGN BY OTHERS. SHOWN FOR REFERENCE ONLY. N VERTICAL SCALE: 1 = 21 `T2 11. INSTALL HYDRANT WRENCH OPERATED MAXIFORCE COLLAPSIBLE BOLLARD PER N MANUFACTURER RECOMMENDATIONS OR APPROVED EQUAL. 2530 Cn m J 2530 cc o `� C3 w E Co co a � co U � cci co + U') 7CZ o 2528 N N 2528 Q M cow ------ a _ PROPOSED GRADE AT CENTERLINE ---- 0.89% ____ --- - Revisions -2526 2526- 1 00 r` 00 N + C? M � r ti N 2524 - `0 + J N r a- 2524 J U EXISTING GROUND AT CENTERLINE w a 2522 2522 PROPOSED 12-IN IRRIGATION DRAIN CROSSING PROPOSED 12-IN STORM OUTLET CROSSING PROPOSED 12-IN STORM OUTLET CROSSING 2520 2520 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION �IprIAL EN AT CENTERLINE AT CENTERLINE 68 2518 2518 04/07/20220 00 00 0 rn 00 00 00 00 rn 00 r` rn � N coo rn o v N CC, o rn r` � cococo �9T P� T f� . to co co 00 O . r T coti O O T N � C.fl E OF�Q NN N Ln v cn cnC\JO cnC\JO oco co O co O co N C\J C\J C\J C\J C\J N N N N N N N N N N N NLO r` N N~ ti NLtio� 1") lf l ) l ) l ) Ln l ) 1) l ) � 1) � Ln � N N N N C\J N C\J N C\J N C\J N C\J N C\J N N N C\J N N C\J N C\J N C\J N C\J C\J N C\J N N N W.� 3 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 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Plan & Profile a W Yoke St (East) � = C4ml 2 Mao Legend: � �/�,� , T H E _ F-%= BF - 0.5 CALCULATED DEPTH OF CUT FROM EXISTING GROUND ELEVATION LAND 0.01 0.22 0.66 0.10 0.66 0.87 0.77 0.58 0.68 0.57 0.99 2.31 0.46 0.00 [71 0.13 0.15 0.45 6.47 CALCULATED DEPTH OF FILL ABOVE EXISTING GROUND ELEVATION . - GROUP I ■ CUT AREAS GREATER THAN 1.5 FT 0.12 0.32 0.52 1.05 0.86 1.26 1.45 1.13 0.94 0.79 1.02 1.26 0.40 OFl-61 0.48 0.19 0.33 0.76 3.39 1 /W R/W R/W F I ❑ CUT AREAS BETWEEN 0.5 AND 1.5 FT I - ----------------------------------- R/W -------------- 1 0.24 0.33 0.44 0.32 0.76 1.28 44 1.48 1.15 0.88 0.74 0.66 0.55 0.81 0.38 0.13 0.02 1.05 1.67 0.13 ; CUT AREAS LESS THAN 0.5 FT /W R/W R/W ---- - - - -R/W � � I ❑ FILL AREAS LESS THAN 0.5 FT I I 0.17 0.34 0.40 0.83� 0.37 0.85 0.96 0.66 0.39 0.27 0.19 0.23 0.23 0.14 0.64 0.64 1.09 2.02 - _ El AREAS BETWEEN 0.5 AND 1.5 FT I - 1 I I El FILL AREAS GREATER THAN 1.5 FT 1 0.11 0.26 0.30 1.69 J 0.66 0.99 0.96 0.91 0.66 0.54 0.36 0.25 \1.50 1.08 0.11 0.27 0.49 / 4.15 1 0.13 0.09 0.21 1.62 0.92 1.27 1.27 1.30 0.93 0.82 0.64 0.26 0.10 0.07 0.19 0.04 0.60 12.03 / I 1 0.07 0.15 0'i.06 1.94 1.15 1.63 1.69 1.67 1.28 1.12 0.92 0.53 0.08 0.11 0.22 2.51 /l/ 0.51 11.45 tt I VW II 0.14 0.52 0.22 0.47 1.05 1.59 1.60 1.60 1.38 1.24 0.91 0.48 0.06 0.10 0.02 1.09 ------------- R/W --- 0.23 0.50 0.24 0.37 0.48 0.90 1 1.14 1.17 1.06 0.77 0.37 0.04 0.02 0.57 0.85 ' 0.70 1 1.38 3.99 ; ' 1 � 1 1 1 0.39 0.34 0.16 0.36 0.64 0.96 109 1.28 1.15 0.82 0.38 0.06 0.64 1.26 1.43 I 0.15 5.18 1 1 1 � 11 0.42 0.33 0.12 0.50 0.97 1.05 3.11 1.08 0.78 0.70 0.31 0.37 0.47 0.73 1.� / 0.45 8.99 ' 1 0.82 0.41 0.13) 10491 0.92 1.14 1.28 1.43 1.11 0.85 0.44 0.34 0.65 0.15 0.44 / 0.91 12.85 Z 0.74 0.58 0.33 0.21 1.84 1.22 1.33 1.45 1.25 0.99 0.63 0.18 0.25 0.65 / 0.05 0.15 12.21 C4 0.80 0.88 0.44 0.29 r.48 1.30 1.48 1.62 1.48 1.22 0.94 0.63 0.07 -- 0.46 / 0.23 0.65 8.18 I Q 1 0.82 1.19 0.74 0.07 11.09 I 1.04 1.28 1.42 R 1.23 0.91 0.55 ---- 0.28 0.44 0.44 I' 0.63 0.05 4.14 II + y I 1.10 1.62 1.53 1.58 1.86 0.51 0.82 0.94 02 0..843 0.11 0.18 0.22 --_R 0.69 0.79 4.15 1 CA IIf I v- � Z I 1 , 1 1.50 2.25 2.26 1.42 0.58 0.13 0.63 0.74 0.71 0.24 0.03 0.39 0.76 1.05 0.94 I I 1 n 2.15 3.06 3.27 2.48 1.53 0.69 0.06 0.19 0.15 0.02 0.26 0.57 0.91 1.20 11.03 13.00 1 1.53 2.11 1.41 1.58 1.03 0.79 0.20 1 U770.03 0.00 0.25 0.54 1.01 1.34 0.89 10.68 70 CL --------------- ,� i� % E M ------------------- 0.64 1.78 1.99 1.3R /W 0.99 0.50 0.19 0.05 0.11 /W 0.42 0.81 1.26 1.45 0.58 6.44 I p 00 U 0.56 1. 1.60 0.91 0.40 0.19 0.38 � 0.75 1.23 1.90 2.30 3.02 1.15 M '� 1 CD cN I I 1� 0.99 1.90_ 2.16 °C III 2.59 1.73 Revisions 0.86 0.15 0.11 0.30 0.74 1.20 1.78 2.50 8.95 1 / I P _� 1 2.80 2.1' .25 2.13 1.59 0.98 0.39 0.04 0.16 0.49 0.85 1.21 1.67 2.75 13.06 I EP I I 2.02 1.33 0.60 0.18 ____0.09 0.20 0.48 __R 0.77 - 1.08 - 1.52 0.49 7.79 / I MAA 2.14 0.67 2.37 2.65 aF 0.7C 0.31 0.04 0.32 0.59 R 0.90 1.22 1.54 2.45 1.81 I �I I 0.47 1.39 1.91 0.19 1.84 0.2� 0.13 0.19 0.33 0.52 0.60 0.88 1.05 8.32 I / I I I I5 NoN L �'4r Mass Grading Plan 0 70' 140' 68 04/07/2022 0 Horizontal Scale: 1" = 70' �qTe OF\OP� J DES W.G PROPERTY CENTERLINE PROPERTY LINE RIGHT-OF-WAY ROADWAY RIGHT-OF-WAY LINE 5' 15, 15, 5' Project No.: 120194 10%GRADING 1.5%GRADING 23.51 23.51 1.5%GRADING -10%GRADING 8' 8' Date of Issuance: 04.07.2022 51 LANDSCAPE 16.5' 16.5' LANDSCAPE 51 Project Milestone: Permit Set SIDEWALK CENTERLINE TO BACK OF CURB CENTERLINE TO BACK OF CURB SIDEWALK co BUFFER BUFFER Co a VARIES Construction Documents VARIES r Mass Grading Plan 3a Typical Lot Grading Section ��= 1 Scale: NTS C410 Mao = THE LAND - GROUP J U rr AND EASEMENT AND EASEMENT WIDTH VARIES* 47, R.O.W. WIDTH VARIES* 1 23.5' 23.5' 1 1 2' BACK OF WALKWAY 5' 7' 16.5' 16.5' 7' 5' 2' BACK OF WALKWAY 1.75%±0 25% 2% 2% 1.75%25% - - -I —I —I —iI — I —i 11 1-1 —_I _ __ _ _ _ _ _ =1 I I=1 III=III=III=1 — — — — - -I —III II—III—III—III III—III—III—III—III—III— — — — —III=III=III=III=III- =III— - 1=1 "= 5-IN THICK CONRETE —"'_ 2.5-IN ASPHALT CONCRETE "'—"'—I 1=1 1=1 1=1 1=III-1 1= 5-IN THICK CONRETE SIDEWALK PER ISPWC (ACHD SUPPLEMENT) SD-709 4-IN OF 3/4" MINUS CRUSHED SIDEWALK PER ISPWC (ACHD AGGREGATE BASE, TYPE 1 SUPPLEMENT) SD-709 CURB AND GUTTER PER PLANS 12-IN OF 6" MINUS UNCRUSHED CURB AND GUTTER PER PLANS AGGREGATE BASE COMPACTED SUBGRADE * SEE PLANS FOR VARYING SIDEWALK WIDTHS AND LOCATIONS WITHIN Local Road with Detached Sidewalk - Typical Section LANDSCAPE BUFFER 1 Scale: NTS OC U ry- — AND EASEMENT AND EASEMENT y WIDTH VARIES* 47' R.O.W. WIDTH VARIES* 1 23.5' #4 J# 23.5' 70, 2' BACK OF WALKWAY 5' 7' 16.5' 16.5' 7 #4 3' 2' BACK OF WALKWAY 0 m 1.75%±0.25% 2% 2% 1.75 0±0.25% III III—III IIII - v IIII III I I I i i i I- I I III III—III �� - - � - III III III III I I III , III-I 11- —' -� I I1 I I IIII I I I III I I III I I I III �I I I I I�I III I I I III I I I� I � —IIIIIIIIIIII—III , III=' CA II, III III II III III III lilll IIIIIII III III III III III III— CA 5-IN THICK CONRETE 2.5-IN ASPHALT CONCRETE 5-IN THICK CONRETE CJ SIDEWALK PER ISPWC (ACHD 4-IN OF 3/4" MINUS CRUSHED Z SUPPLEMENT SD-709 SIDEWALK PER ISPWC (ACHD � .I AGGREGATE BASE, TYPE 1 SUPPLEMENT) SD-709 J 12-IN OF 6" MINUS UNCRUSHED ■� CURB AND GUTTER PER PLANS AGGREGATE BASE CURB AND GUTTER PER PLANS y cc mime COMPACTED SUBGRADE cc Cc 0 * SEE PLANS FOR VARYING SIDEWALK % C-0 WIDTHS AND LOCATIONS WITHIN CJ CDco Local Road with Attached Sidewalk - Typical Section LANDSCAPE BUFFER a 2 Scale: NTS � � z a Lo � M i M Revisions ZN 1. J U 10' #4 0# 10' 2% 2% -III—III—III—III III III III III _ h I hI hI III—III; xoNAL Il�iiilll� l �llli�lll;III—III III � I 1 II III—III�illliiillliiilll �5��G\S68 12-IN OF 6" MINUS UNCRUSHED 2.5-IN ASPHALT CONCRETE s04/07/2202220 AGGREGATE BASE ATE OF \QP 4-IN OF 3/4" MINUS CRUSHED w.G�� COMPACTED SUBGRADE AGGREGATE BASE, TYPE 1 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Roadway Sections Emergency Access Road - Typical Section �3a 3 ��a Scale: NTS C4m50 2.0% 2.0% o Sheet Notes: �,�_= 8' `\ // 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 rj ��►� T H E - I ACHD EASEMENT L W I 1 \/ 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS LAND = LIP: 25.38 i 25.80\'' SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN � i GROUP 8' - Q ii \ z PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ACHD EASEMENT 25.73 \ 25.72 - - 2528 "' ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. \ J \ YOKE&ALAMEDA CREEK(NORTH) ' OD w 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE W °I° STA:6+36.15, OFF: 24.64'L = BY THE FOLLOWING ABBREVIATIONS: �• _ _ _ _ _ _ _ _ _ KEKLIK (NORTH) &PILOT Q BB-BOTTOM OF BASIN 2525 �� 25.64 25.62 - - STA: 10+54.42, OFF: 23.05'L - FG-FINISHED GRADE FL-FLOWLINE Lq GB-GRADE BREAK 25.57 r r HP- HIGH POINT o ` 27.74 27.7 LIP-LIP OF CURB o r+ 0.5% 6 /W R/W R/W R/VV --- 25.54 R�' LP-LOW POINT HP/LIP: 25.44 r� 0 0.5% MX-MATCH EXISTING r TA-TOP OF ASPHALT TBC-TOP BACK OF CURB ------ ----------------------------0.5% - TB-TOP OF BASIN THR: 25.31 ----- ---- ---------------------------------------------------- THR: 27.43 ° THR: 27.44 ~ THR-THROAT OF RAMP °C � THR: 25.26 1.6% ------ -� LP/LIP: 25.19 0 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. I I o N CN -.1 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND cli OP c„ I T N N PROFILE SHEETS. I I 2528 6+00 W YOKE ST 0.5% p 5% TA: 27.91 0 11+00 ° 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE UTILITY PLAN - - -1 - 0 0.5/0 0 5% SHEETS. - - ► - - - + - �- - _ - - ci TA: 25.92 STA: 7+23.50 (KEKLIK) 1.1% TA: 25.49 1.0% N KEKLIK AVE STA: 10+90.53 (KEKLIK/PILOT) W PILOT CT STA: 6+00 (YOKE) STA: 6+00 (MAGICAL CREEK) I i o o I 8 o o o r o r N N I � LP/LIP: 25.20 _- LIP: 27.40 � a LIP: 27.83 25.37 2.0% 0.5/0 �0.8/o rn _---- ---- ° -- THR: 27.47 THR: 27.44 � _--- -- I o - 0.8% THR: 25.34 27.74 O° \ ° 0.5% HP/LIP: 27.49 W ��\° 28.18 o /// 0.5/o R/W- p Q R/W- I 25.55 �? �77 � Y \ o 25.60 27.75 W I ' `x' 26.14 I 25.62 25.62 - - 27.81 _ W ,' Q��, ---- THR: 26.05 \ 25.67 -- - - KEKLIK NORTH &PI OT 2 6% THR: 27.31 THR: 27.32 i o 27.71 28 25 - Z THR: 25.84 0 4.8/0 � \ /�- - �- (NORTH) 27,48 V 6.0% `MAGICAL CREEK O 0 0 oa i 2.0% 1.8% N 0 26.15 YOKE&ALAMEDA CREEK(NORTH) A. 1 + 0 0 1.7% 1.6% o o STA: 6+36.12, OFF: 24.65'L �_ ( STA: 0 54 42, OFF: 24 65'R 000° J 000° ° � / STA: 6+36.15, OFF: 24.64'R -_ `� o 0000 � � � � � o � 0000 Q oo°a r °000 6 0 / ,� \ MAGICAL CREEK KEKLIK (NORTH) &PILOT ° ° CA 1.5/° THR: 26.07 ( / STA: 6+36.12, OFF: 24.2754 THR: 27.29 STA: 7+59.65, OFF: 22.6TR � I I THR: 25.91 i KEKLIK NORTH &PILOT J - 51R � 27.50 � THR: 27.32 27.67 1 LI 26.17 STA:7+59.65, OFF: 24.64'L 1 27.47 LP/LIP: 27.18 27.54 - - 27.61 26.17 i I ----2528 ------------- P: 25.88 \ N I 8 26.29 ACHD EASEMENT LP/LIP: 27.19 TA: 27.48 o 26.22 \ \ 1 Z 8' � 8 \ N - - ACHD EASEMENT Q 2.0% 0 2.0% o in0. I I I \ u, I I o 2.0% 2.0% 0 1.5% ACHD EASEMENT ` i i N I I 1.5% ~- I N Keklik Ave & W Yoke St 2 N Magical Creek Ave & W Pilot Ct Scale: 1"=10' Scale: 1"=10' y CA USD I I 1.0% I =.0% 2.0% N 1.5% g I h�� 1.5% = o 1.5% 8 I <n - - `L $' Q o 2.0% ACHD EASEMENT 8.67' o� `� ACHD EASEMENT - -i ACHD EASEMENT - ° o ACHD EASEMENT ICJ 28.79 28.71 2.0/o W 28 72 28.79 WIDTH VARIES PER PLANS -- TA: 29.04 LIP: 28.75 - W TA: 28.66 - 29.10 29.17 -- I I I W i LIP: � I - _ C-1) LIP: 28.37 I -------------------- �� 1 THR: 28.79 29.13 28.74 i I n \ 29.07 Q I THR: 28.84 1 I MAGICAL CREEK J _ THR: 28.44 J I THR: 28.48 ° 28.80 \ MAGICAL CREEK 1 - - o0O0 - - MAGICAL CREEK °° \ STA: 8+90.72, OFF: 23.00'R 2 �IeW 1.9% o o o STA: 11+37.72, OFF: 24.65'j o 0 1 9% Q 1.7% 0 4.9/o o MAGICAL CREEK °°000 STA: 8+90.72, OFF: 24.65'L °°°° o �, \ 0000 ; ao V N STA: 11+37.72, OFF: 24.65'L CA w \ CD o o W r o o / o / � r o \ 29.11 �4.4% ° 0 29.11 BECKY ALTITUDE / 4.8% Q �� ..� THR: 28.81 4.6/0 - STA: 6+57.38, OFF: 24.65'L 28.72 THR: 28.41 THR: 28.46 28.82 \ _ THR: 28.82 STA: 6+36.12, OFF: 24.65 L- , - 29.23 - pC BECKY J I �� Cc oro STA: 5+73, OFF: 20 98'L V o ` �r'� 29.46 28.79 28.74 28.72 9.6%' Z 8 E co 29.37 29.39 29.39 ' ` 29.15 "' C � FL: 29.18 CD s 10 09, a o 29.26 - 29.19 0.5% I 28.72 ° i � o �' HP/LIP: 28.46 �� r, � � I � o / I o s \\ 1.5% ,' Z o �'� c� \ °gogogago tiLo N I 0.5°/- THR: 28.41 o N CD N - ' -- - THR: 28.44 - \ O� THR: 28.98 THR: 29.06 - ----0.8% '----- -- _____ cy) � \ I a°0000°o \ ------------------ - o 0.1% LIP: 28.37 THR: 29.05 ~ LIP: 28.81 THR: 29.15 -i �, i � LIP: 29.04 Revisions s LIP: 29.15 \\ 1.5% r'�p N o g 0 1. r o \ I N N I N TA: 29.33 TA: 28.66 0.5/o TA: 28.88 7+00 0.5% TA: 29.10 ° c HP/TC: 29.04 -0-0 .2% - - - - \ 0.5% W ALTITUDE ST STA: MAGICAL CREEK 5+00 0.5/0 1.5% \ � HP/TA: 29.33 STA: 9+26.83 (MAGICAL CREEK) '' W B EC KY CT ( ) \ I STA: 6+00 (BECKY) STA: 6+00 (ALTITUDE) 2529 o 0 0 0 0 r O N N O LIP: 29.17 - 1 \I L-.1 N nj CV -------------- THR: 29.18 - THR: 29.07 \ 14" _� LIP: 29.04 - 0.5% THR28.40 _ THR: 28.42 0.5% o�0�8�0800�° 0.1% --- -------------- --- -- \ ----------------- -- ----- ------ ------------------------- ------------------------ 1.8%� o �CY5 LIP/TC: 28.95 I ----- - - � THR: 29.00 THR: 29.07 29.28 29.19 FL: 29.12 o � C 2530 2 g 52 29.26 �gti o�\° °0 29.39 R/W 0.5% R/W R/W \ R/W R/W A 29.33 \ BECK Y i' 0.5% R o RAM �ZON L LNG NCD STA: 5+72.92, OFF: 18.571R N I FL: 29.14 ' 29.37 29.39 29.46 28.74 28.76 ? N I I � r r i 68 �BECKY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 04/07/2022 THR: 28.87 THR: 28.87 0 � - - - �o 29.19 4.7/0 \ STA: 6+36.12, OFF: 24.65 R -1 p ALTITUDE z E OF 0 °o ° o 1.8% o 29.17 w s4 I a o° a� 8-1 \ I STA: 6+57.38, OFF: 24.50R \ w MAGICAL CREEK o °''°° 2.0% o °°� o MAGICAL CREEK --_ ao a -------------- STA:9+62.95, OFF: 23.00'R 29.17 4.7% THR: 28.85 I 2919 STA:9+62.95, OFF: 24.65'L ------ �. o I \ 29.15 TA: 29.1128.90 1 29.16 29.24 Project No.: 120194 ------ Date of Issuance: 04.07.2022 81 LIP: 28.82 Project Milestone: Permit Set i ACHD EASEMENT 2.0% o o - 8' 2. Lq O/� ACHD EASEMENT o N 1 5% Intersection Details 1 - N Magical Creek Ave & W Becky Ct N Magical Creek Ave & W Altitude St Scale: 1"=10' 4 Scale: 1"=10' CC51 Mao _ \ \ Sheet Notes: �� ,�_„ \ \ • - � 2�0'° I T H E ACHD EASEMENT _ I \ \ \ \ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0,00 1�I �'�� 29.58 29.51 LIP: 29.16 TA: 29.45 29.53 B3 Lzz N I I \ \ L AND 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00% CROSS . o I B3 L21 4,850-SF / I \ \ \ SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN 29.61 29.54 N - GROUP J THR: 29.19 , 29.34 as75-SF - _ _ - _ � / \ I PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ALAMEDA CREEK(SOUTH) - THR: 29.23 � ALAMEDA CREEK(SOUTH) - \ \\ \ B3 L4 ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. STA: 7+60.99, OFF:24.66'L o ° o 1.5% o I STA: 7+61, OFF: 26.50'R ' -2526_ / 216,936AI / U O am- LO I / \ // / / 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE 0 0 KEKLIK(SOUTH) &AILERON, 29.52 1.9% 2.0% 1.5% o I I / / / BY THE BFOLLOWING 0 ABBREVIATIONS: -STA: 13+29.09, OFF: 24.65'L 4 9% I - - - \ \ / / / FG-FINISHED GRADE THR: 29.20 I THR: 29.21 0 \ \ / / / FL-FLOWLINE N 29.36 � � � � - \ \ / / / GB-GRADE BREAK 29.71 29.80 29.80 ' 2527 / \ / / / 29.73 29.73 ' 29.62 \ \ HP- HIGH POINT 0.5%W - - __--------__ LIP-LIP OF CURB d i - - - - - 0 \ \ \ / / / LP-LOW POINT S� MX-MATCH EXISTING THR: 29.31 - TA-TOP OF ASPHALT \ / / / TBC-TOP BACK OF CURB ----- THR: 29.29 I TB-TOP OF BASIN LP/LIP: 29.33 ° o I o -----___�\ __�5�I0 ` \\ \ THR-THROAT OF RAMP 0.1/o I cc I N LIP: 26.79 oo V\ \ / / 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. I a a o N I - 0.5�� _'A,- -- \ / 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND C\Jo YV PILO I PROFILE SHEETS. N O li r 0.6% 15+ ACHD EASEMENT / / 0.6% TA: 29.67 ° 1% TA: 29.90 I cv �N \ \ 00 I 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE UTILITY PLAN --- -+-- - � � _ SHEETS. -- I - I ---____ LIP: 26.79 � � � W AILERON ST STA: 13+65.20 (AILERON) J I -2531- - - _ _ I - -I- - - - - - � � --_-_ � HP/TA: 27.52 `�' I / STA:7+24.89 (ALAMEDA CREEK) 08� oo\� M \\\ ��olo SD c\i N - - - LP/LIP: 29.33 i I \ � � 0.8% � i I LIP: 26.45 THR: 29.36 CDI 2527 THR: 29.39 I w \ LP/LIP:25.82 X 8-1 29.73 N \ 0.5% ---- �:11° V o W o 1 I \ �� 29.73 29.71 6°.\\ r+ _ 25 a I _ \ \ -SF W I N II 9.83 W 29.80 2 KEKLIK (SOUTH) &AILERON \ C..� I I II O STA: 13+29.09, OFF: 24.65'R \ Q I I � B3 L24 - � Q I I N 5,527-SF I I \ LIP: 29.60 Q 30.04 29.96 Q TA: 29.89 I B3 L23 I I 4,732-SF - 5' / I Z a 8' 1S r- -� ACHD EASEMENT I v'o 2.0% 2.0% /I ACHD EASEMENT \ I WIDTH VARIES PER PLANS N Alameda Creek Ave & W Aileron St 2 W Pilot Ct Cul-de-Sac Scale: 1"=10' Scale: 1"=10' CA / C / Cz S3 L35 / 666-SF B3 L37 / / / r / mmj B3 L36 4,630-SF / 4,868-SF / / � / � if1 CA w - / 70 cc O cc ro 2529 / � � \ �� // T/l/)•y��M� � ',, ��,�\ o E 'L0 - - - � / 0'>Y \\ l I I l I a C-)CID Lo o z LIP: / \ I \ I I I a N '� -- ----- ___ - OR C\; LIP: 28.52 Revisions 1� j LP/LIP: 27.87 \ � I � � I _ ' s' I 1. �/ gEC �529 3�°�° �� I ACi p EASEMENi i I I \ s° o KY CrC0.6% N I I I I I ---__ LIP: 28.52 10+00 I I I I I I I I ------__\ HP/TA: 29.30 I I I I I I I I I I I I / II 2529 \ �� LIP: 28.58 ° I I I \ zO\ VAL ENc 33 L40 6 8 5,000-SF 0"04/07/20220 -2529/ I I I\ / J.yTE OF Q ACES W.G ' I 5133 4 473SF I I Project No.: 120194 B3 L38 I I Date of Issuance: 04.07.2022 Project Milestone: Permit Set 4,769-SF I I oa I I Intersection Details 2 0 3a W Becky Ct Cul-de-Sac ��= 3 Scale: 1"=10' C4m52 Mao i I Si- T H E tri W LAND I I - GROUP - - AREA 4 - - - - - - I - - - - - - 11— - - - - DETAIL I 1 - - - - - - - - - - - - - - /C4.63 I I 1 BLOCK 2 wa Q W III QY j I I 1 j Q W I Z v I a I I w II CL w ' hi,I ---------------- ---------------- I W YOKE ST I I i I I a a 1 I 1 vQ CL W w l I I zl I / I UJ _ BLOCK 3 II I I � ■ � I I 1 I w IIII 1 \� 1 w / I a w AREA 1 — W PILOT CT — _ 1 DETAIL 1/C4.61 - _ - ------ - l� 1 I w I AREA 5 1 W DETAIL 1/C4.64 Z 1 1 III 1 , 1 , w ,� I O ■ � / ► 1 y 1 ; u �_ BLOCK 3 1 ow - / / I 1 1 � I � z � W 1 1 w 1 1 WUJ I 1 , C.7 1 w m T v ■ / ■CZ w W BECKY DR W y 1 -- \ _ ----- W BECKY CT — --------- -- I I I EP I \ ICJ I 1 , III 1 Iw J ) � mt:ommmmmlm w cA M - - — — � — — a 1 I w BLOCK 3 AREA 6 � 70 1 I DETAIL 1/C4.65 1 I Cc _C T a w E c0 1 1 I 1 w �, co C o 1 AREA 2 1 DETAIL 1/C4.62 1 wLo w ' z .� a M -------------------- a W ALTITUDE ST_ _ ��, 1 a Revisions 1 w w I I I I I A Ell III AREA 7 1 IIII 1 1 1 I DETAIL 2/C4.65 1 W w IIII� I I I IIII II a I I W IIII BLOCK 4 1 IIII I 1 I Z � u al � C I II I I I w w U M a ' 1 AREA T �I I DETAIL 2 4. 2 1a w w W AILERON ST_ AREA 1 ---------------- ------- DETAIL 3/C4.65 1 1 w w �ZoNAL G\S 1 1 I j 68 a s 04/07/2022 0 1 1 1 I "' a- yT OPT F OF 1 i I 1 �ES BLOCK 1 W 3 � IIIIIII, IIIIIII, IIIIIII, IIIIIII, IIIIIII, IIIIIII, IIIIIII, IIIIIII, IIIIIII, IIIIIII, a Project No.: 120194 w Date of Issuance: 04.07.2022 Project Milestone: Permit Set Grading Details -- 0 70' 140' Overview 3a Grading Details Overview a C60Horizontal Scale: 1" = 70' -- - - - --------------------------------------------- ----------- Sheet Notes: .� ,,►_� 2528 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 �� 2528 LAND \ I I B1 L8 - - - - - - - - - - - - - - 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00/°. CROSS . iRR 6,555-SF SAN S"" - - - - - SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN GROUP L� �I PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. I \ THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. I ------ _____________________________ 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED ------ OTHERWISE BY THE FOLLOWING ABBREVIATIONS: R BB-BOTTOM OF BASIN ' 7= 1 27.81 R R R R W BM-BOTTOM OF BERM I � `� MX/FG: 26.47 ± FG: 26.06 FF-FINISH FLOOR MX/FG: 27.09 ± FIG-FINISHED GRADE I \ osevoe FIL_ FLOWILINE 27.54 ooe - GB-GRADE BREAK 27.53 27.46 HP-HIGH POINT LIP-LIP OF CURB (0 I M LP-LOW POINT N I N R55' - MX-MATCH EXISTING 27.44 i TA-TOP OF ASPHALT ', 2527_ _ - - - TBC-TOP BACK OF CURB INFILTRATION BASIN 4 TB-TOP OF BASIN SEE DETAIL 4/C6.20 _ i �' TC-TOP OF CONCRETE \ M TG-TOP OF GRAVEL B3 Lag B3 L,9 B3 Les THR-THROAT OF RAMP 63 L27 s 000-sF 5,000-SF 5,000-SF 00-SF TM -TOP OF BERM V ( / TR-TOP OF BRIDGE / TW-TOP OF WALL 27.57 27.50 - / / 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. R 155' / - \ � � / 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND I 61 Ls / PROFILE SHEETS. I 37,754-SF 5 I 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION I INFILTRATION BASIN 5 (1 °C BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. � I II SEE DETAIL 5/C6.20 I - I 27.85 27.77 Keynotes: I ^ S° / - FG:28.21 FG:28.59 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. I N c� / - - - - - \ ___-- N o U ILO N \ I `14 28.31 28.24 \ SD I I C'cc N I - --------------- I� FG: 27.87 X. --- o \ I INFILTRATION BASIN 7 I J SEE DETAIL 1/C6.21 TA: 28.62 28.66 28.59 I I 39.24 MX/TC: 28.07 ± TA/TR: 28.02 / TA: 28.62 3.4%_ TA/TC: 2849 TA/TR: 27.85 TA: 28.692891 2528 - o �o -_- ' 28.91 MX/TC: 28.10 ± 30.98' \ ' 186.54 \ 1.0% �. 000e 000e 7.43' r TA: 28.69 Q TA/T 28.53 TA/FF. 28.62 6 _ � I TA/TR: 28.61 � FG: 27.87 + MX/FG: 28.20 _ I FG: 27.14 _ - 28.54 28.48 FG: 28.63 FG: 29.04 CA 2528- - FG: 28.58 m I R100CA I R.28.25 C TC TR R. 28.25 li i I Cz CID m 2528 Z I V CD �4A / I co TC/TR: 28.25 TC/TR: 28.25 CA w CP II - INFILTRATION BASIN 6 � B3 L31 B3 L3270 SEE DETAIL 6/C6.20 28.25 I B3 L33 B3 L34 28.25 oc 5,000-SF 5,000-SF 5,000-SF I 5,001-SF Cm � � PaoE Cc \ cfl � R2 IM _ Q C� 00 I \ I , , , - -2528- - - - - � � - SID 5' Cz �s z � �� a M B1 L11 2529-- a cN CD CD 43,526-SF \ r eee�e I oeee � 29.15 Revisions I CM � � � 1. 29.71 --- ------------------ m / cs I N I N 2529 CD - / SAN 79 / / 25 m --- -- CD \/ R RW R R / -2529 m CD L ECG \ \ G\S = I � � SD i MX/FG: 28.08 ± FG: 27.62 FG: 28.56 68 LIMIT OF WORK 04/07/2022 s o 27.92 27.87 2528s��E 0 0 W.G� INFILTRATION BASIN 8 27.70 SEE DETAIL 2/C6.21 II I '9 IRR I \ I B3 L44 B3 L43 Project No.: 120194 / B3 L42 R / / B3 L41 _ 5,000-SF 5,000-SF Date of Issuance: 04.07.2022 5,000-SF 5,745-SF TB: 27.50 N N N Project Milestone: Permit Set / LID O)a � L N N N N 2525 TB: 27.50 / S° B3 L45 Grading Details 1 II I RR_SF 0 3a Grading Area 1 ��= 1 Scale: 1"=20' CC61 Mao - - - - - - Sheet Notes: .� ,,►_., SD ��%- THE I O 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0,00 MX/FG: 28.08 ± FG: 27.62 FG: 28.56 ° LAND LIMIT OF WORK i 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS 27.92 a, I SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN �27.87 2 GROUP 528 _ �, I PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. INFILTRATION BASIN 8 - ' 27.70 SEE DETAIL 2/C6.21 \I 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB-BOTTOM OF BASIN co N BM-BOTTOM OF BERM / TB: 27.50 �n " Cn rn A i� N N FF-FINISH FLOOR cli / FG-FINISHED GRADE N / 2525 ��m I FL-FLOWLINE TB: 27.50 cs \ s° GB-GRADE BREAK HP-HIGH POINT 28.30 LIP-LIP OF CURB\ LP-LOW POINT \ / o MX-MATCH EXISTING \ 9 TA-TOP OF ASPHALT 28.8 \ / \ 28 12 28.70 - - � - ----- -- ' 6' -- TBC-TOP BACK OF CURB 27 99 j LIP: 28.65 TB-TOP OF BASIN BY OTHERS LIP: 28.28 TC-TOP OF CONCRETE I -2529- � J � TG-TOP OF GRAVEL B1 L12 LIP: 28.14 28.08 27.73 i TBC: 28.68 TBC: 28.77 THR-THROAT OF RAMP 41,648-SF 28.08 27.88 TBC/TC: 28.19 TM -TOP OF BERM ' LIP: 27.73 LIP: 28.54 TR-TOP OF BRIDGE CD 27.88 TBC: 28.15 --'-- TW-TOP OF WALL 27.91 i� TBC: 28.29 LIP: 27.63 i 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. ------ _ 27.71 TBC: 2838 LIP: 27.76 � . \\ ' m ' CD 27.79 TBC: 28.05 LIP: 27.27 LIP: 27.49 1LIP LIP: 28.09 I 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND : 27.84 I PROFILE SHEETS. TBC: 28.64 I it 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. CD 26?9 I I TBC: 28.37 I I 27.48 I TBC/TC: 27.40 � Keynotes: �O LIP: 27.83 j 8.35 2 / cc - - - - - - - - - - 26.51 i LP/LIP: 26.98 i 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. I 6o r% - ° LIP. 28. 00 I m � - - - - - - 1.5/°I o I I `� m \ - - - - - - - - - - - - - - - I TBC/TC: 27.79 LIP: 27.61 TBC: 28.78 I c�' TB: 26.51 2525 / 5 LIP: 27.40 LIP: 28.00 LIP: 28.22 2- - - - - - - - - -,,, 27.86 I ------- LIP: 27.78 FG: 27.22 2527 \ TBC: 28.03 \ LIP: 28.07 ' TBC: 28.54 \ FG:28.35 28 52 TBC: 28.20 i LIP: 27.85 i TBC: 28.54 MX/FG: \ \ 28.51 TBC: 28,27 `------------- TBC: 28.44 O INFILTRATION BASIN 9 O, SEE DETAIL 3/C6.21 � �' 253� / B1 L13 / Grading Area 2 1 Scale: 1"=20' MX/FG: 32.20 ± FG: 29.57 A TA/TC: 29.55 10\ B4 L11 CA O EP EP EP EP P 2529 + 5,000-sF \ 5,000-sF MX/TA: 31.79 - TA: 29.73 TA: 29.25 °C CID 5 Lr) N i - r MX/TA: 33.05 ± TA: 30.03 \ TA: 29.55 E EP EP EP EP P ■1 TA/TC: 29.65 2530 CA w \ MX/FG:31.78 ± \\ - -\ rn ■ 70 \\O\\\\ \ \ \ N I N \ C SAN \\ }r MX/TC:32.50 ± .v v v v v \ \ �� h v +-, 0 I ERR \ \ \ - O _ � F- - - -X . 00 Cz ---------- ----- a \ v MX/TC: 32.50 ± v vvvv v v V vv \ v v v vv v v v vv vv v v V vv ? 3p z �_ 25 L c I \ \ \ \ \\ O\\ INFILTRATION BASIN 10 \ \ \ \ RevisionsMX/FG: 31.26 1� \ \\ \ SEE DETAIL 4/C6.21 '- \ 28.68 ------------------------------- \ -------- 1. \\ \ \ \ \\ \ \ \ \ \ \ 5AIV RZW RM- I I \O \ \\ \\\ \\ \\ \\ \ \ \ \ I ?5 33\ \I \ \ \ I I I I � vvv vv v \ B1L17 \ 36,903-SF \ \ \ \ \ \ \\\O\ ? \ I O MX/FG:30.95 ± \\ \ O\\ \ \ \ \?S� \\ \L?11 S33_ \ I \\ \ \ \\ 33\ \3\ �\or \ \ \ \ \ \ I I B1 L18 \ \ �`s?\?v^3\\ 5,722-SF \ \ \ \ ?s00 ?S33v ?S33y v v v vy v+ v MX/TC:34.25 \ \ MX/TC: 34.25 _ \3 68 \ v v v?S3 O v v� v y v v v 04/07/2022 \ \ \ \ MX/TC:34.25 ± \ MX/TC:34.25 ± \ ��TF OF xo v v v v v vv v 1 v y MX/TC: 34.25 ±� v MX/FG: 33.23 ± v v v v vESW.� ��S I MX/TC: 34.25 ± v v MX/FG: 33.12 ± v v v v v v v v MX/TC: 33.73 MX/TC: 33.75 _ ? \ \ \ \ \ \ \ + Project No.: 120194 m \ + S v � _ 33 ?S \\ MX/FG: 31.98 ± MX/TC: 33.56 ± � 3? ?S3r,2S3� MX/FG: 32.04 MX/TC:33.47 Date of Issuance: 04.07.2022± � � \ 33.40 ± O \ s O O MX/FG: 33.03 ± \ MX/TC: MX/TC: Project Milestone: Permit Set � \ o Q I MX/TC: 33.56 ± v MX/TC: 33.77 o l \v O� Grading Details 2 0 3a Grading Area 3 Scale: 1"=20' CC62 Mao II �' Sheet Notes: -. T H E 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 wlicWE / 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS_ _ _ � LAND SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN GROUP PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. GIRR GIRR \\ THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. GIRR \ + 2529 MX/BM: 30.78 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED \ MX/TA: 24.79 ± I�t� N/' X/TA: 24.81 ± \ _ tla° MX/TA: 29.07 ± GIRR OTHERWISE BY THE FOLLOWING ABBREVIATIONS: - - - - - - - - _ BOTTOM 0 S - - - _ TW:42.60 BB-B TT M OF IN - - - - SAN - - - - - - MX/BM: 28.71 ± BM - BOTTOM OF BERM \ FF- FINISH FLOOR -2528- - FG- FINISHED GRADE M:34.60 TM:34.60 FL-FLOWLINE GB-GRADE BREAK l HP- HIGH POINT LIP- LIP OF CURB I \ i 63 Li I I / LP-LOW POINT 4,594-SF I �� I MX-MATCH EXISTING M I / TA-TOP OF ASPHALT 00 i I TBC -TOP BACK OF CURB TB-TOP OF BASIN 42S 3 F II I \ 2 2- I I/ TC-TOP OF CONCRETE 51 I \\ , I I I TG-TOP OF GRAVEL B2�� B2 L8 B2 L9 I 1 \ B2 L11 \�, i I I THR-THROAT OF RAMP B2 L10 5,000-SF 5,000-sF I TA: 25.20 TA:25.12 SF I SOoo-sF `s I 000-sF i' ��, I 11 TM -TOP OF BERM R2Iq TA: 25.22 I \ i \ - - I I II TR -TOP OF BRIDGE II TW-TOP OF WALL TA: 25.33 � 1 \ � i I I I TA: 25.30 I II 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 19 TA: 25.41\ 1 \ 1 I I I 11 R2u \ i I I I 43 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND TA: 25.51 5, 1 \ 000-SF I TM: 34.43 TM:34.43 PROFILE SHEETS. 2526 TA: 25.43 1 i i i 0 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION I I i BM:28.02 BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. r MX/BM: 28.28 ± I TA/TC: 25.62 TA/TC: 25.60 ,' I I I Keynotes: ~0 25.45 25.42 \ I ' I I I 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. I r --------------------- --- 2S THR: 25.20 0 5% THR: 25.17 o � 2526 63 L3 I 11 5,378-SF I I CSAN v I 1 8 i I O / J � SD O \ , I so \ THR: 25.20 0.5� so THR: 25.18 ------------ o N� \ 1 I R "' CID R W D A II TA:25.77 I 25.52 25.38 \ I TA: TW: 42.27 TM: 34.26 TM: 34.26 TA/TC: 25.62 TA/TC: 25.59 \ FG:25.87 H30 / TA: 25.54 TA: 25.75 2526 �ti \ ` TA:25.89 BM:28.03 Q� TA: \ \ / R3p� TA: 25.46 "' TA:25.49 \ rs GIRW I MX/BM:28.26 ± / ro, 48.77' TA:25.41 / - - TA/TR:25.14 \ / y / TA:25.41 / - - - - - - - - - - - TB: 24.45 \ / GIRR \ , y / -- TA/TR:24.95 TB: 24.45 \ `l' /- B3 L6 B3 LS TA/TR: 24.95 5,000-SF 5,000-SF I I / TA/TR: 24.92 TA: 25.33 i INFILTRATION BASIN 16 / `O \ �ti0v TA: 25.34 SEE DETAIL 3/C6.23 0 \ \ TA: 25.26 - - / ■1 26\ ?s TA: 25.26 TA: 25.57 r / f TA: 25.71 TA: 27.23 / Ca cc 2S TA: 25.49 24.86' �04' \ / TA: 27.38 R65, l l CL °c TA: 25.63 \ \ / O cc o cD \ I sIIIIIIIIIIIIIImFG: 26.30 - - - - - �� \ I �' I 00 ' a \ o TA: 26.89 \ U � \ BM: 27.40 TW: 47.72 - ,__ � INFILTRATION BASIN 15 � ' SEE DETAIL 2/C6.23 \ \ TM:39.72 TM:39.72 \ z 5 TA: 26.00 \ Ln .� \ a M TA: 26.08 \ \ cN TA:26.80 / \ MX/BM: 27.86 ± / FG: 25.88 \ \ TA: \ 26.56 TA: 26.08 ° 10' I A \ Revisions TA: 26.00 Q R65 \ 1. TB: 25.26 \ 1y TA:26.08 TA: 26.14 / \\ / \ \ \ \ \\ TA: 26.00 TA:26.08 �`; TA: 26.29 B3 L18 L19 B3 L20 26.00 5,000-SF 5,000-SF 5,517-SF \ I I ' 26.08 \ B3 L22 also-sF �� I TG: 25.26 6875�SF - - _ TA:26.00/ R2' // TA: 26.22 4 \\ 2 16 936 F N TW:48.09 \ 2528 \ \ N `�% // / TM:40.09 TM:39.97 \ BM: 26.82 \ \ L R41 p, / N \` MX/BM: 27.41 \ \ / L0 ------------------- - '/ \\� \ \ / / / / 04/07/2022 0 j,° / N M N M ' \ J�1L'SVI'.G ---------- \ / I N N ' \ N co - SAN \\\� / / N / co \ • Project No.: 120194 «v Date of Issuance: 04.07.2022 _ Nco N CV3 �? \ Project Milestone: Permit Set / N N O ----------------------- -- ---------------- GG - 2527 / _ y M CID- -- -- _ 252J` o R/WR w ------- - SAN i '0 \\ Grading Details 3 0 3a Grading Area 4 ��= 1 4m63 Scale: 1"=20' ��o \2528 '% N Sheet Notes: •• I.► ' THE N co N 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 SAN _ \\ N N L AN D _ TB: 25.26 \ N 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS . co 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. O------------------------------------------ / N N ____________ S° 2527 / / � � r�' i THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. -------------------- _ --__ �� 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED "' OTHERWISE BY THE FOLLOWING ABBREVIATIONS: \ i TA:25.89 I TA: 26.03 BB-BOTTOM OF BASIN - - - - - S° ' BM - BOTTOM OF BERM o� I TM:40.46 TW:48.46 FF- FINISH FLOOR - TA/TIC:26.35 TA: 26.02 ^ FG- FINISHED GRADE T I TM:40.46 FL-FLOWLINE / -TA:26.02 r? I BM: 26.55 �\ GB-GRADE BREAK \ TA/TC: 26.33 I I + HP- HIGH POINT MX/BM: 26.86 _ \\ LIP- LIP OF CURB TA:26.21 LP-LOW POINT MX-MATCH EXISTING TA:26.21 I TA-TOP OF ASPHALT i \ TBC -TOP BACK OF CURB B3L28 / / / B3L27 ------ \ TB-TOP OF BASIN B3L26 00-SF / 5,000-SF B3 L25 \ TC-TOP OF CONCRETE 5,044-SF 5,385-SF I r \ TG-TOP OF GRAVEL THR-THROAT OF RAMP TM -TOP OF BERM TR -TOP OF BRIDGE \ ' 2527 ' TW-TOP OF WALL B3 L24 5,527-SF / �? I 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. CO '1 I I I 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND B3L23 I I PROFILE SHEETS. 4,732-SF I I 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION / I BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. I I 1 I 1 I \ FG: 27.73 Keynotes: - - TA: 27.87 I I � TA: 28.02 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. R110, ---2528------------ - - - - - - - TA: 28.01 5 TM:40.73 FG: 27.87 -------- _ - - � � - - TA: 28.17 CD - ------_ FG: 26.62 55 ---------- - TA: 28.39 \ TA: 28.62 / R2 TA: 28.60 MX/BM: 27.29 ± _ 4 TA: 28.02 3g 2 TA: 28.09 -- / 6 TA:28.36 ------------- / T y 9� TA: 28.69 ----- - ------------- -- / � TA: 28.35 ' -- --- --- -- -- 2528 -- --------- - - / TA:28.53 y / TA: 28.55 1 � TA: 28.53 TA: 29.14 / \ TW:36.5 Q FG: 27.87 172.jg1 O� � p ' ------- ---------------------------------------------------------------------------- TA: 29.14 � FG: 27.27 TA: 29.29 FG: 28.58 FG: 28.49 � TA: 29.14 / / TW:36.00 TA: 29.14 / R361 FG: 28.05 / / TW:35.17 y TA: 29.13 TA: 28.69 � FG:27.67 TW:34.47 COD TA:29.07 TA: 29.00 - TA: 28.52 ■'� R9.93 TG: 28.43 / TA: 28.94 e, Ca cc B3 L33 B TG:2842 L .3 34 / B3 L35 / TA:29.06 � � 5,000-SF 5,001-SF / 5,666-SF B3 L37 / TA:29.07 TG: 28.52 mime / 4,630-SF TA: 28.87 / TA: 29.02 TG:28.51 6 � R � \ � � 5 r B cc 3 L36 / TG:28.33 NO ? - - 4,868-SF II 2528- - - - - TG:28.58 \ Cc o � I I TG:28.41 ' �S2 L- �IIIIIIIIIIIIm r,9 I 10, I TG: 28.32 8` p 00 / TG: 28.08 ) 0 z TG:27.90 � � Ln I 1 I .6% I TB: 27.50 \ \ cN R306.5' I I ' \ Revisionshlvv 1 ------------------------------------ ---------- \----- TA:28.52 I I TA:28.67 I I r�s I "' I I 252g - co I I I -------------------------------------- --------------- I I� TA/TC: 28.37 TA:28.44 I I I - R R --'---___ ------ - � I I R?, I I I IN I \ ----- SAN TA/TC:28.39 R2' I I I I N N I - TA:28.46 ?S?9 So TA:28.46 I I I I TW:49.98 TM:41.98 TM:41.98 BM: 29.07 0, No SAL LNG MX/BM:28.90 ± 68 04/07/2022 0 T4?.E of col" B3 L42 B3 L41 / W. ---------- 5,000-SF 5,745-SF I I I IZZ B3 L40 FG: 28.42 I I INFILTRATION BASIN 14 \ Project No.: 120194 5,o00-SF I SEE DETAIL 1/C6.23 \ Date of Issuance: 04.07.2022 252g I I \ Project Milestone: Permit Set TB: 27.50 s Grading Details 4 _9528 - 1 0 3a Grading Area 5 ��= 1 Scale: 1"=20' C4m64 ��o I SEE DETAIL 1/G6.23 I I 2529 2529, 1, MX/BM: 30.02 ± Sheet Notes. \\ /i,�•, \ TB: 27.50 s�,9\ _____ / / / TB: 27.80 TA: 28.70 , o �� -- THE \ \ ` TA/TC: 28.90 / \ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET CO,00 � � LAN D B3 L39 252$ \ ` , ti� ' INFILTRATION BASIN 16 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS . 5,447-SF o ` SAN ` g ti� ) SEE DETAIL 3/C6.22 op SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN GROUP B3 L38 (''3 ` 0 / N N / `\ � TA:28.55 �/`L`�� PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. 4,769-SF 2529 w THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. M N ' / TA/TC:28.64 �' ) I V N \ i I I 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED 2529 OTHERWISE BY THE FOLLOWING ABBREVIATIONS: BB-BOTTOM OF BASIN N 00 I I BM - BOTTOM OF BERM CO "' FF- FINISH FLOOR ty N / \ I I I I BM: 30.20 FG- FINISHED GRADE FL-FLOWLINE N I I / / TW: 51.23 GB-GRADE BREAK N � I / / HP- HIGH POINT -- I I I / / MX/BM:30.32 ± LIP- LIP OF CURB N N sF n I N LP-LOW POINT N MX-MATCH EXISTING I / / TA-TOP OF ASPHALT `v C N O I I II N l TBC -TOP BACK OF CURB M I I TB-TOP OF BASIN N I I I M TC-TOP OF CONCRETE I N TG-TOP OF GRAVEL B3 L51 TW: 50.60 BM: 29.64 4 L1 I I THR-THROAT OF RAMP 5,152-SF 15, 60- F I I ; , TM -TOP OF BERM TM:42.60 TM:42.41 I I I N TR -TOP OF BRIDGE MX/BM:29.59 ± I I I TW-TOP OF WALL I I M 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. ZZI U I O TA: 28.40 TA: 28.55 I I cv 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND 63L52 I I O / PROFILE SHEETS. 6,042-SF I N / 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, INCLUDING INFILTRATION BASIN ELEVATIONS AND DIMENSIONS, SEE THE UTILITY PLAN SHEETS. I I I I N N N I II I 1 , Keynotes: �O 1. BOULDER LANDSCAPE RETAINING WALL BY DESIGN BUILD CONTRACTOR. ZZ 70, I N BM:29.97 TW:50.93 '_ I N ,Q TM:42.94 TM:42.80 iF\ Co / 90 2529 MX/BM: 30.02 ± i I \ N \ / TA: 28.70 - - - - TB: 27.80 \ I M I I I ,2529 / TA/TC: 28.90 I 2530 N M C4 INFILTRATION BASIN 16 SAN �\ 0�a ti j SEE DETAIL 3/C6.22 op I BM: 30.73 - `L TW: 2855 i ti" 51.89 TA: . ti ) I TM:43.89 TM:43.89 TA/TC:28.64 I ZZ MX/BM:30.92 Grading Area 6 Grading Area 7 1 2 CAScale: 1"=20' Scale: 1"=20' N / CA I I S T6: 27.80 d' 2529 N I I 2530 I c+j I N BM:30.73 i TW:51.89 ;e> I,:: i N TM:43.89 TM:43.89 ■'� 530 eso 92 g1 Ca cc MX/BM:30. ± 25 r I N � � � ■� r 70 i „••. I N i / � � O Cc Co � i � M C\J CJ a c0 � o I I N I O N N Lo - - - i oSAN M (2) M I d. ------------------------------- cv M Revisions 1 I 1. I / � I I \ I I M \ I 2530 I BM-31.23 N TW: 52.30 I I TB:44.30 TB:44.30 TW:32.73 MX/BM:31.39 ± I i , 253p i �'so 0 131 L24 B1 L25 5,070-SF 2,247-SF I I I I I 1 / I I I S�ONAL �N I I TW:38.87 TW: 52.55 TM:44.55 / 68 04/07/2022 I i TM:44.55 s� �o J9TF P I I MX/BM:31.62 ± OF\O`��ESW.GU'- I I I I TW:34.26 -- ± Project No.: 120194 MX/BM:31.66 sAN107 1 Date of Issuance: 04.07.2022 Project Milestone: Permit Set a Grading Details 5 0 3a Grading Area 8 ��= 3 4m65 Scale: 1"=20' ��o � � I �1 � i I I ; � ' T HE I I ' LAN D GROUP MIN M M11 Llr :5.10 � � - 1 BLOCK 2 C5.12 I I - - I- - - -- w 1 w 11111111011 MIN ME M o I. l I 1 I III Q I I I I 1 1 � xl • � � I ► , w - _ � 1 ► , w 1 -�— W YOKE STD ME ME M11 ME ME 1ME 11110111 IM1 1111011 m mi a � LU z � �1 C5.11 r I 1 � � � BLOCK 3 I II I Ir m � = I II 1 � �\ � � � � � � � � � � ,� � � ' I JJ I l 1 C5.09 -- - C5.06 — W PILOT CT --- ` SS \\ / -- w C5.08 1 ' 1 Z 1 , I , 1111011 ME M11 111011 ME MEM11I Q � � 1 Il I y W 1 1 BLOCK 3-- LU 1 ME IIII, 11111 IIII, 1111, IIII, IIII, IIII, IIII, M11 / / L r W LU M1005.0 y ' CD / 1 i W BECKY CT ----------' \� I II I I i EP � i - - - --___-- _—�� IIIII I I� I 1 � --,, IIII I I w � I I1�/ I I w I � ■� — I I I LU Cacc w w �■■+ I cc BLOCK 3 _ � � I O w CL � � _ I I I w o °° U 0 � C5.04 I I I I I � - I C5.03 ' z 1 1 / ' w aLo — — ---- -------- I w CM W ALTITUDE ST r / M ------------------------------ s 1 PAN / � I Revisions 1 M ME ME � � Iw I � / I 1 � m i � w M CL W IIII Z I I� I I , w 1 i 'a ' IIII 1 IIII � IIIII IIII BLOCK 4 III m I I I 1 Y UU w 1�■ I / EP i a , c U t m --- 1 w ---------------- CL ------------------ I W AILERON ST 1 / 1 1 , w I w � NO SAL ME MIN M10 C5.02 1/ 68 a 04/07/2022 w W JT9TF OF�OP�o BLOCK fm EM � C5■01 LU Project No.: 120194 CL w Date of Issuance: 04.07.2022 %M mmmp 3 Project Milestone: Permit Set I Sewer Overview Sewer Overview 0 70' 140' Rjj C5mOO Horizontal Scale: 1" = 70' ��o 2540 _2535 Sheet Notes: ..� �,►.•• THE 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST L A N D EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), • �2531 2532 2533 2534 2535 2536 2537 2536 253g 254Q 254y 2542 2543 2544 ` CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - GROUP 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, 2530 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE LO PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF — — ——— — — _ `" _ _ ——— EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE 2530_ FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS a M/ai 1VVJU M/a I AAM A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. a THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR _11001------ -- -- DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. M M x+'x 11`I M _ M_ M M M M M M � 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, SSMH-22 O ��O ti CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT pcP — 10+00_ — — 10+70.62 MATCH PLANS. SS SS SS SS � 122-LF OF 8-IN PVC AT 0.45% 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OSSMH-23 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE _81 CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. o _ \ C-) Sewer Keynotes: # z 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON U_ SHEET C1.00. 0LL. 61 L25� 2,247-SF �lElld �, d ti bElld ti 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE C\, NO.3 ON SHEET C1.00. i OS OS o 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 0 rn 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. LO �' STA: 8+79.36 INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. no � �_J•_A" Bi L24 iE: 2524.79 (r 5,070-SF 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE : 8+69.83, °C / WATER TIGHT SEAL. 44.00'L SS C5 0 524.84 0 M C/3 2 N M"I. _ O Sewer Plan and Profile - N. Alameda Creek (South) 20' 40' C4 Horizontal Scale: 1" = 20, C2 2536 2536 SEWER - KEKLIK AILERON & ALAMEDA (SOUTH): Sta. 8+60 - 11 +00 HORIZONTAL SCALE: 1" = 20' CA SCALE: 1" = 2' 2534 2534 W ca Z � EXISTING GROUND AT CENTERLINE OF PIPE 2532 2532 ----- -- ------- -- --------------- ———— ——- CA cc 2530 2530 10 cc ro E � PROPOSED GRADE AT CENTERLINE OF PIPE 0 co � � 2528 2528 Q CZ Lo aC\J CD a ML_ 2526 2526 Revisions PROPOSED 12-IN STORM DRAIN 1. PROPOSED 4-IN PRESSURIZED 2524 IRRIGATION MAIN 2524 2522 2522 2520 O 2520 122-LF OF 8-IN PVC AT 0.45% 243-LF OF 8-IN PVC AT 0.45% ZONAL �, 2518 SSMH-22 O 48-IN MH PER ISPWC S OrsD-501 2518 �� - 48-IN MH PER ISPWC SD-501 STA: 10+70.62, 0.00, 68 STA: 9+48.23, 0.00' RIM: 2531.21± RIM: 2529.68± s 04/07/20220 IE IN: 2519.90, 8-IN PVC (S) �q P� IE IN: 2519.25, 8-IN PVC (S) IE OUT: 2519.80, 8-IN PVC (N) s4 TE of 0 2516 IE OUT: 2519.15, 8-IN PVC (W) 2516 3 = EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project No.: 120194 AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Date of Issuance: 04.07.2022 Project Milestone: Permit Set 2514 2514 o oco CD cc ti N r N o M co M c o Sewer Plan & Profile M � Lr) N Alameda Creek Ave � N N N Lo N N Lo N coLo Lr) co Cl) CO N � � � � � � � � N N N N N N N N N (South) 0 3 a 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 --- 5 . II I I I �I 111 z52g `� I Sheet Notes: -4THE B4 L10\\ B4 L11 B4 L12 B4 L13 B4 L14 B4 L15 B4 L16 B4 L17 N 1. COMPLY WITH ALL NOTES ON SHEET C1.00. �, • 5,000-SF 5,000-SF 5,000-SF 25� 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5,000-SF , III LAND 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST . OO 3 O O O O O III EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), . GROUP L CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. o c'' `'sv�j N d Ln°"' C:)c1q M 00 M o M N M M S�J; NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. M J_ W J_ M J_ W J_ W J_ co J_ � T W J_ co J_ N M O N M O N O N LO O O N O N O O N O N O O LO o �c0 o LO o �`D o X) o an Co o p LO o an Co 0 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN N + N + N + N + N + N + N + N +c n cn cn cfl r` Lij ti 00Lij eo I APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, Li � � � � � � � � J ¢ U a `_ ¢ a: a U a ELa EL a ELa � , I CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE CIOo \ cn o cn o cn o cn o cn o C/) o C/) o I PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF X 411? EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS v A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. I avae a I THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR MTR \ MrR 2 LIT MTR `n I 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, 25 U)\ N N I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO vaeeveaee U) Z ---- ---------- ------------------- ------- CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT W W W -W \ W W W -W W W W —W W W W L. -W W W W W W - W MATCH PLANS. 253p 2 2 2 2 2 2 2 2530 2 29 I 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 5+0 6+00 7+00 8+00 9 - °C — SS S$ SS $S S --'---- SS SS s SS SS SS SS SAN SS SS SS SS SS SS SS SS SS _ SS SS CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. -LF OF 8-IN PVC AT 0.450 239-LF OF 8-IN PVC AT 0.45% \ \ 243-LF OF 8-IN PVC AT 0.45% -2531 \ \ \ 253 \ \ \ SSMH 21 4 _ _ _ _ - Spa SSMH 22 Sewer Keynotes: # c 4 c.i \ T \ T C� ----- o--- -------------- --------- ---------------- --------- ___-_----_ ____-=__ --___ =— _ -_____ ------ -- _ _ __--_---== -------------- ----------- --------- r c' 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2ON N e3 � N N N N N SHEET C1.00. R R - R/W R - R R - R R R W:�;;� R 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE O` N .3 N SHEET 1.00. 0 0 S C alw aiw aiw � I �253 aiw - I 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 3 ----- 2531 -- - - - -- - - 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. \ m � � I 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH \ OR M M M M M M c 1 \ N� - rn M - M - M M - �M - r�M - rn M - MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. 53 I o 0 0 0 0 o O 2 \ co f` O �N O W ti O (4 N O co f� O O N O ti ti O I � O Sri + ui + ui + ui + ui + Sri + v + INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. "' Cl) `� CO `� `' C"i�` `' �` `' C"io `' 25 0 an¢ c�' I ~ o\ems N Q L.L N Q L.L N Q L.L N Q L.: N Q L.L N Q CL 3 N Q " ,i;� " ,i; " 6j� U- ,i; " ,i;� U- w c T O 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE o —lc/) o —cn o —cn o —cn o — o `—cn o , i \ WATER TIGHT SEAL. C� v - - - - - - o B1 L18 B1 L19 B1 L20 B1 L21 B1 L22 B1 L23 B1 L24 B1 L25 J °C v��5L? v M N 5,722-SF 5,072-SF 5,072-SF 5,071-SF -SF -SF -SF -SF cv 33 Cl) N 2533. cv N , r \2532 O Sewer Plan and Profile - W. Aileron St. ° 20' 40' C4 Horizontal Scale: 1" = 20, O 2536 SEWER - KEKLIK AILERON & ALAMEDA (SOUTH): Sta. 4+80 - 9+60 2536 HORIZONTAL SCALE: 1" = 20' 0 y VERTICAL SCALE: 1" = 2' , y 2534 7 , 2534 Z EXISTING GROUND AT CENTERLINE OF PIPE 2532 — —___ ___ 2532 `--- -- --- ---------------- - -- -------------------------- --- y cc 2530 2530 O ro 0 PROPOSED GRADE AT CENTERLINE OF PIPE , E co C ° 00 I , Q C-:) o 2528 I I� 2528 C z a c � ` I Q o c 2526 PROPOSED 1 IN WATER SERVICE CROSSING - 2526 Revisions 1� c I PROPOSED 1-IN WATER SERVICE CROSSING PROPOSED 1-IN WATER SERVICE CROSSING , qCD 1. en e� I 2524 PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE CROSSING 2524 1 � 2522 I 2522 1 � L 2520 I 2520 I 243-LF OF 8-IN PVC AT 0.45% ��ZON AL �N \S 2518 239-LF OF 8-IN PVC AT 0.45% 2518 x O SSMH-22 68 48-IN MH PER ISPWC SD-501 04/07/2022 O I SSMH-21 STA: 9+48.23, 0.00' V4 /T 7 OF \o RIM: 2529.68± WP�o I DES .G 48-IN MH PER ISPWC SD-501 2516 STA: 7+05.11, 0.00' IE IN: 2519.25, 8-IN PVC (S) 2516 RIM: 2530.75± I IE OUT: 2519.15, 8-IN PVC (W) Project No.: 120194 EXISTING GROUND ELEVATION IE IN: 2518.06, 8-IN PVC (E) PROPOSED GROUND ELEVATION Date of Issuance: 04.07.2022 AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE IE OUT: 2517.96, 8-IN PVC (W) I Project Milestone: Permit Set 2514 2514 Sewer Plan & Profile co co co M co co co co co co co 00 ti O M N _ O 00 ti O M ti N W Aileron St M N O O0 tD O 6� 6� 6� 6� 6� 6� 6� 6� 6� 6� O_ O_ O O O O 00 O) O N co (D ti W f� GD V M N O OO f� tD GD GD _ f� N N N T T T � O O O O O O O O O O 6� 6� O O O O O O O O O O O O O O 0) 0) O) 6� 0� 6� Cl) M Cl) M M M M M Cl) co co co co cocoCl) co M M M co M L0 N L0 N � M M M � M LO M M co L co L co L co L co L Cl) � Cl) Cl) Cl) L0 COM U co L N L N � N � N � N N N N N L0 N L0 N L0 N U') N L0 N U-1 N C\J N N C\J N N N C J N N lf) N N N N N NLr) N N N N N N N N N N N N N N N N N N N N N N N N N N N N ma 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 C5mO2 STA: 5+19.83, o SS.. B4L6 ��i �� x4u0 OFF:44.00'L Ss"t li Sheet Notes: A �/ 5,000-sF FL �,� ��' S;Ooo-sF IE: 2525.05 I H f C5. �15 C5.02 1. COMPLY WITH ALL NOTES ON SHEET C1.00. ■ �/- - , = = 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST . LAND � o / Q EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), OUP o CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. cl / + N o NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. -- / Ln / / � / 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN i� X �Jbld.ti aald ti a�lld 11Dld b as d 0- y; APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, N z / CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE / c PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF LL co C — — — — - — — - — — — O M N N EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE I LL_ 2526 64 L9 / � � LL I N o q FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS , LL. 1 2527 6,326-sF �h`ti // I co N // A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. c:r 2528 // o i THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR / <k / DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. O l SSMH i 20 4 5 4 SSMH 16 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, // CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO Q CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT �� MATCH PLANS. M M M MGM - -M �M M M M M d 2+00 Ss \' / Z52g /5 42-LF OF 8-IN PVC AT 0.45% 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION r 2 0 3+00 4+00 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE 3So 0__ i �' Cn — — cn M i moo; / / CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. co S SS SS SS SS - SS SS SS SS SS SS k / L C N N \ 201-LF OF 8-IN PVC AT 0.45% NC, N N MH-19 / �"' / Sewer Keynotes: # SSMH-17 4 \ 4 SS - I //�'b / /� 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON gg cn cn \ U) SHEET C1.00. a -`_" _ "' \ ,\ aiw R,„Q\Q.P� / // / / / / / 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE \ ,�/ /�// �R, / / NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 0 2529 - \ w w 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. N N _�% N _ / /�// /// / / // // 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH o v CO LO N ��// / MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. C'i + 6) co + C6 4 + rn I / / / / INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. LO N CO LO N M LN Cl) M W LLU J / / // //// / /cd l0�/ // / N Q U- N Q L.L N Q L:L: / / / / // / // / / ��`�' / 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE N B1 L13 LL1 U) O LL U) O w U) O i / d ca 6,751 SF — — — d / / /�/ / �h��/ / cj 3 3 3 / / // / WATER TIGHT SEAL. O O O nLO 1 a N \ B1 L14 N / 5,534-SF B1 L15 B1 L16 N 5,475-SF 5,470-SF Z,-��._Sewer Plan and Profile - N Keklik Ave (South) 20' 40' _ C4 Horizontal Scale: 1" = 20' 2534 2534 SEWER - KEKLIK AILERON & ALAMEDA (SOUTH): Sta. 1 +80 - 5+20 Q HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 21 EXISTING GROUND AT CENTERLINE OF PIPE ____ _____ ___— 2532 --___—_-- _____-- ---- 2532 y CA ----- ---- — tip 2530 2530 Q Z MMJ 2528 PROPOSED GRADE AT CENTERLINE OF PIPE 2528 CA cc ro 2526 PROPOSED 12-IN STORM DRAIN 2526 cc � � 1=0CJ N M a00 CZLIZ 2524 2524 ' z a Lo � a M PROPOSED 12-IN SEWER OUTLET PROPOSED 1-IN WATER SERVICE PROPOSED 4-IN PRESSURIZED cy IRRIGATION MAIN Revisions 2522 2522 1. SSMH-17 O 48-IN MH PER ISPWC SD-501 2520 STA: 2+23.12, 0.00, 2520 RIM: 2528.47± IE IN: 2515.59, 8-IN PVC (S) IE OUT: 2515.49, 8-IN PVC (NE) 2518 T1 -------- 2518 23-LF OF 8-IN PVC AT 0.45% 239-LF OF 8-IN PVC AT 0.45% 42-LF OF 8-IN PVC AT 0.45% 201-LF OF 8-IN PVC AT 0.45% 2516 2516 4 SSMH-20 O �)ZONAL SSMH-19 O 48-IN MH PER ISPWC SD-501 G\s 48-IN MH PER ISPWC SD-501 STA:4+66.11, 0.00' STA: 4+24, 0.00, RIM: 2529.71± -- RIM: 2529.52± IE IN: 2516.88, 8-IN PVC (E) 68 2514 s 04/07/2022x0 48-IN MH PER ISPWC SD-501 2514 SSMH-16 4 IE IN: 2516.59, 8-IN PVC (SE) IE OUT: 2516.78, 8-IN PVC (NW) STA: 2+00, 0.00, IE OUT: 2516.49, 8-IN PVC (N) J ATE OF \pP RIM: 2528.40± ES W.G IE IN: 2515.38, 8-IN PVC (SW) 2512 IE OUT: 2515.28, 8-IN PVC (E) 2512 Project No.: 120194 Date of Issuance: 04.07.2022 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project Milestone: Permit Set AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Sewer Plan & Profile o 2510 2510 N KeklikAve O rl_ LC) co co co coo co co co Cl) 00 co co M co (South) M Lf7 Co 00 O N Cl) Lf7 Co r` O N co N O Go 1` 00 T O O r N co LC) Go f` c0 M O OM M OM M OM M OM M OM M M M M O M O M O M O M O M o) co o) co o) co o) M o) co O N N GV N N N N N N N N cV cV cV cV N co LC) LO LO U!J U!J LC) LO LO LO L!7 L!7 L!7 LO U!J LC) Lf) Ln N N N N N N N N N N N N N N N N N N N N N N N N - 05mO3 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 �s N Sheet Notes: ..� �,►.•, TH E C 5 B3 L46 B3 L49 1. COMPLY WITH ALL NOTES ON SHEET C1.00. WEA C111B3 L50 � 0 LAND N . - - - s � � � � � i ` � ` MF - �__:7_� i 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST p 5,152-SF EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), 2526 � 1 i N � � II � CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. � � GROUP N c2 r , r M O NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 2525— ■I I TL�� = NO N O NO N O CV NCO NM M NM NM O � 0� + + N + + + N'Cb 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I 2525 Li Li Li Li6i 6i ;; N APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, U U U U U_ co C)• CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE 2526 / L 1 N W o W o W o W o N o �Q B3 L52 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF CID 2527 �p 2529 o 6,042-SF 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. � I � i see --..-2528--- °°°° �::: \ as 4' THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR r MTR MTRI MTR DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO N DIGGING. R "' R W R/W R R/W R/W -A S° ��/ �`� C/' C/' C/' C/' C/' 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, Ed MTR CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO ' ------- ---------- -- ------------------_ ------------- -------. --———— -----_ MTR ---- CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT x-' W W W W W- ��, W W 1 W W W W - W W W W W W W W W W W W �, MATCH PLANS. -�" W w 2 ' SSMH-16 O �Su'p 2 2 O SSMH-14 �'S� 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 2+0 0 3+00 go. 2 4+00 2 _5+00 2 6+00 19 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE 121-LF OF 8-IN PVC AT 0.45/0 — — — — CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SJ,N SS SS SS SS SS SAN SS SS SS SS SS SS SS T SS SS SS SS SS SS SS SAN w o � 294-LF OF 8-IN PVC AT 1.98% \ 2 �' 1 2 2529 S - - 2529 0 - Sewer Keynotes: # 253p \ 4 SSMH-15 T 157.5� 68``\ w \\ T _ ----- ------- -- _ - -------- ------ --- - - OF SS SAN G i (.%) ,N 2g j CA C%) cn ---- ,--\\ 8.7Np�CgT 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON �� SHEET C1.00. R/W - R - R - /W R/W - R - R R R - R98/ S 6X 3 \ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE Sly+ 7 N0.3 ON SHEET C1.00. X, aiw \ aiw aiw aiw / \\ 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. \ 2530� p 2 I \ ___ ____ SSMH-13 4 S ---- 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. Ln Ln Ln Ln Ln Ln r — �� _ _ _ _ 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH c`ni� T o T o co 1- o T ti o �ti o d o d o ^o o' Q \ MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. N co o a�oo 0 oco o Mr o �o o cor o �o o p M ctj CY) v + v + v + v + v + N Y_ M INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. N OC N N M GV Cl) N M COO N� � N� C' N Ln C' CV Ln C' � � h \ LO L0 � � � N CID N 9L N .. • N .. N .. N .. N .. N .. .. N .. .. N v LL; LL; LL; LL; LL; LL; LLi F- � \ 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE —�U:) o —cn o —cn o —cn o —cn o —cn o —cn o 0 `" 3 3 3 3 3 3 3 3 1 WATER TIGHT SEAL. M LO N O O O \. O O O O O \` B4 L6 34! C5.01 5,000-SF % �� 4.958-SF N J9 � � S � I N N He O Sewer Plan and Prof - W. Altitude St. 0 20' 40' _ C4 Horizontal Scale: 1" = 20' i C2 cc 2532 SEWER - ALTITUDE: Sta. 1 +80 - 7+00 2532 HORIZONTAL SCALE: 1" = 20' CA VERTICAL SCALE: 1" — 2' PROPOSED GRADE AT CENTERLINE OF PIPE CA 2530 ------------------- ----- ----- ---- — ------------------------ ---- ----- ----- ---- --- 2530 Z � — J 2528 EXISTING GROUND AT CENTERLINE OF PIPE 2528 ■1 PROPOSED 12-IN STORM DRAIN � PROPOSED 1-IN WATER SERVICE y cc OWN 2526 PROPOSED 4-IN PRESSUIRZED IRRIGATION MAIN 2526ro pC Cc o E � C M 00 00 2524 , CZ PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE 2524 z 'C__t PROPOSED 8-IN WATER MAIN M aa N _ cy) � 2522 co 2522 Revisions 1� CDPROPOSED 1-IN WATER SERVICE Ui $WPVC Al ° , 68-LF OF 1. OSSMH-13 2520 48-IN MH PER ISPWC SD-501 2520 STA: 6+82.31, 0.00' RIM: 2528.84± OSSMH-14 IE OUT: 2522.00, 8-IN PVC (NW) 48-IN MH PER ISPWC SD-501 j STA: 6+14.38, 0.00' 2518 2g4-LF OF 8-IN PVC RIM: 2529.19± 2518 IE IN: 2520.66, 8-IN PVC (SE) IE OUT: 2520.56, 8-IN PVC (W) 2516 2516 IO 121-LF OF 8-IN P ° VC AT 0.45/° O oN A L �N G\S 2514 I SSMH-16 0 2514 ' 48-IN MH PER ISPWC SD-501 68 ISTA: 2+00, 0.00, SSMH-15 O 04/07/20220 RIM: 2528.40± 48-IN MH PER ISPWC SD-501 IE IN: 2515.38, 8-IN PVC (SW) STA: 3+20.65, 0.00' 114 sw.G�� IRIM: 2528.82±2512 IE OUT: 2515.28, 8-IN PVC (E) IE IN: 2514.74, 8-IN PVC (W) 2512 IE IN: 2514.74, 8-IN PVC (E) Project No.: 120194 IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Date of Issuance: 04.07.2022 3 I AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Project Milestone: Permit Set 2510 2510 Sewer Plan & Profile co O N co O O W W f` f` O O O f` f` f` W W co W co W co W co W co O r O N O N O co W Altitude St V V T V Lf') CO ti W CP O r N M V Lf') CO ti CO U_" V Cl) N O 00 00 O W O W O W O W O cp O c0 O cp O c0 O CSj O dj Cn dj Cn O C) O C) dj O CSj O O O "i O Cn O O O Cn C) Cn C) Ci C) � O C O � M M M M N N N CV CV N N N N N N N CV CV CV CV CV CV CV M M N N N N N N N N N N N N N N N N N N N N N CV CV N CV � � � U') Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 � Lr) � � � L L L � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ma 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 C5mO4 N N Sheet Notes: ..� �,►.•, ca I N Cn 00 Cn T H E 6' C' 1. COMPLY WITH ALL NOTES ON SHEET C1.00. c5.07 c5.o — SS.. LAND Lv 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST . ra�J�d, voOOO Hald b z�nia . ��Jld ti ��Jld ti EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), . GROUP v, CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. ■ �- 45 LL NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. r rr p Coloo / \ \` NVU/ 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN N / APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, ......... ......... ......... ao 1 � I II CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE -------- — -- ——————————————————————————————————————————————————————————————— ----------------- -- � PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF U:) \ / EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE M M l�l M �1 M M M M M M M M M M M M M X1 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS 2 1 \ pe. A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. O n \ N — _ _ 2 _ / _ _ 1 00 7+73.83 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 5+00 9 6+00 7+00_ o DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO -SSS S SS SS SS SS SS SS SS SS SS S / S SS SS SS SS 327-LF OF 8-IN PVC AT 0.45% N 247-LF OF 8-IN PVC AT 0.45% DIGGING. / 2529 y OS OS y OS ua u5 OS / y °06' SSMH-15 4 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, O. SSMH-10 �SS CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO N voaepaepeoae � �_ / r —c;n - °:°:•:°:° _______________ Q ---- ---- ____ N N o / MATCH AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT Cn r NA/a / N �� - 2 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION . ;e: o ;;;: °` � ��, - KFILL SHALL BE � a;a: i � �� i � ••• � � a � � OF THE ISPWC DIVISION 300 AND SD 301.BEDDING AND BAC m' •a:o o :o:• es e aiw / / aiw ` j M�l CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. o Sewer Keynotes: # / ti /� \ / 2526 / 1 1 I N J N 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON 2527 / C2 v o \ I // r / 2528 // N + rn o SHEET C1.00. / N�� \ cyh`L� `" SS„ 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE CITY OF MERIDIAN SEWER NOTE i LL V / NO.3 ON SHEET C1.00. LLi Cn O / \ U_ 1 / 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 2529 I \ / •� 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH o MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. I I \ \\ C') I I / CL co 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE I / I ® WATER TIGHT SEAL. ' LL N I / O J 1 STA: 6+82.20LL , T/ \ 2526 s OFF: 108.10 R 2527 / 2527 / `p IE: 2522.21 - - � A � � 4 SSMH-16� Q Sewer Plan and Profile - N. Magical Creek Ave. (South) 20' 40' _ Horizontal Scale: 1" = 20' 2532 2532 SEWER - MAGICAL CREEK: Sta. 4+80 - 8+00 0 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 2530 PROPOSED GRADE AT CENTERLINE OF PIPE 2530 y CA __ _---- - -- ----- to 2528 ———— ____ — —— — —— 2528 Z PROPOSED 12-IN STORM DRAIN EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 4-IN FIRE SERVICE ■1 2526 2526 PROPOSED 12-IN STORM MAIN 2524 2524 cc o � PROPOSED 2-IN PROPOSED 2-IN WATER SERVICE PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN E c0 WATER SERVICE CJ M a 2522 2522 z a cCZ 00 PROPOSED 8-IN WATER MAIN a cc Revisions 2520 2520 1. 2518 2518 2516 2516 O 247-LF OF 8-IN PVC AT 0.45% 2514 0 2514 327-LF OF 8-IN PVC AT 0.45% OSSMH-15 G\s 48-IN MH PER ISPWC SD-501 SSMH-10 O STA:RIM:+20.528 8 2512 04/07/2022 .00' 68 2512 48-IN MH PER ISPWC SD-501 s o STA: 5+26.83, 0.00'L IE IN: 2514.74, 8-IN PVC (W) OF �pP� RIM: 2529.26± IE IN: 2514.74, 8-IN PVC (E) s4 � DES W.G IE IN: 2513.53, 8-IN PVC (E) IE OUT: 2514.64, 8-IN PVC (N) IE IN: 2513.53, 8-IN PVC (S) 2510 IE OUT: 2513.43, 8-IN PVC (N) 2510 Project No.: 120194 Date of Issuance: 04.07.2022 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project Milestone: Permit Set AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Sewer Plan & Profile N Magical Creek Ave 2508 2508 (South) CT GV LC) O O O O O O O O I— I— 00 O CO 00 O O N C+•) U') CO 00 O N CO M r N N T r O (T 00 f` co LC) T LC) co 00 = f� ti 00 CO 00 00C\J 00C\J 00C\J 00C\J 00C\J O O O O N co OV O 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 CXJ 3>. LO N Ln GV Ln GV Ln GV U-) GV Ln GV Ln LO LO LO LO LO LO LO LO LO U-) GV Ln GV Ln GV U-) GV a OV LO N N Cq N N N N N N N N N Cq N N N N N N N N N N N N N N N N N N C5mO5 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 ED �J Cn � I ■ �s� — THE _. ,� C5 0 2 1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND\ \- `, SSb 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST ��, ■ 5 000- s o00-5� MMN' MMMMME EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), • \ 7 O \ CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - GROUP \ NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. STA: 7+49.89, \ I , O3 OFF: 44.00'L SS \ — O cs`��9 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN IE: 2523.12 \ �� 2525 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, cn \ , `n CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE \ 2526 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 2 — \ i 2527 EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE N-) 8dId,,V dull, �lH I&V Id,,b r FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS cli \ OS OS OS OS - A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. \ 2528 cn THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR cn co DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. I I ti 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, e:a:e:::e:a: h ---------------------------------------- ------ ----- ------- - - ------------------------------------------- `� 1 CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT \ X M M M M M M M M \ N M M M M M M M M M 1�1 M MATCH PLANS. \ I \ 2 � 1 \ \ `900 �p 9po 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION cc\ 2+00 — — — 3+00_ — — — 4+00 — — — 5+00 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE \ I SS SS SS SS SS SS SS S �SS SS ASS SS SS SS SS , S SS SS— CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 4 SSMH-07 OS OS OS OS 327-LF OF 8-IN PVC AT 0.45% cn STA: 6+87.09, �O �X�' �� ,__ O OFF: 44.00'L N N � N 2S28 O SSMH-10 3 OFF: 44.00'L SS��b ,� Sewer Keynotes: # -- :a000 N �� 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE N0.2 ON — —� — — — — — — — -r- SHEET C1.00. M/!i M/!i M/!i M/!i M/!i , 2 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE — — — — — N0.3 ON SHEET C1.00. En 7 — — — _ _2527 C \ — \ 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. a a O — U \ / — — — — — \ 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. STA: 6+49.89, z 2526 ) V — — — — — — —2526 OOFF: 44.00'L CC — — — — — — — — a�O / 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH IE: 2522.62 SS b o 2527 / 2522-528 / MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. M �'� INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. 6 WATER CHANNEL MANHOLE L FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE r _ _ ■ ■ �_ ■ ■ ■ ■ ■ ■ ■ ■ ■ ,■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ on � ■ im ■ ■ ■ ■ ■ ■ ■ ------ / 2S2c ------- 2526 x � 2525 Q C7Sewer Plan and Profile - N. Magical Creek Ave. (North) ° 20' 40' — C4 Horizontal Scale: 1" = 20' 2532 2532 — SEWER - MAGICAL CREEK: Sta. 1 +80 - 5+60 0 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' ' 2530 ' 2530 y PROPOSED GRADE AT CENTERLINE OF PIPE CA 2528 —_ 2528 Z MIJ EXISTING GROUND AT CENTERLINE OF PIPE ■1 2526 117F2526 CA cc PROPOSED 12-IN STORM DRAIN ' 2524 2524ro o I- PROPOSED 12-IN STORM DRAIN PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN O 0 ■ LIZ CZ00 2522 2522 z ■ Lo PROPOSED 12-IN STORM OUTLET co � a — c � Revisions L� 2520 2520 1. PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN ■ ■ 2518 , 2518 ■ 2516 , 2516 ■ ■ 2514 0 2514 327-LF OF 8-IN PVC AT 0.45% ��ZONAL �N G\S 4 2512 O SSMH-10 O 2512 04 07 00 48-IN MH PER ISPWC SD-501 s� / / �o STA: 5+26.83, 0.00'L pF \pP� RIM: 2529.26-t D ESW.G SSMH-07 4 , IE IN: 2513.53, 8-IN PVC (E) O 48 IN MH PER ISPWC SD-501 IE IN: 2513.53, 8-IN PVC (S) Project No.: 120194 IE OUT: 2513.43, 8-IN PVC (N) 2510 2510 STA: 6+97.59, 0.00' RIM: 2527.87± r Date of Issuance: 04.07.2022 IE IN: 2511.96, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project Milestone: Permit Set IE IN: 2511.96, 8-IN PVC (S) AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Sewer Plan & Profile IE OUT: 2511.86, 8-IN PVC (W) N Magical Creek Ave 2508 1 2508 (North) ti O Lr) X) OO V ti O Mo M M Co M N U') O O M Lq Go r` W O O GV Cl) M Lr) Go 00 O O _ CR CO LO co W O O N co V LO t` W O N N = co Go Co Go Go Go Go r- ti ti ti ti T co O f f� ti ti ti ti f� W O O W O O W O O O O O N GV N GV GV GV GV GV N N NLr) N GV N GV GV GV GV N 3 a LC) N LO N N Ln N Ln N Ln N Ln N LO N LO N LC) N LC) N LC) N N LC) N Ln N Ln N Ln N LO N LO LCq o NLr) N N Ln N Ln N Ln N N NLr) GV Ln N Ln N N Ln N Ln N N Ln N Ln N Ln N Ln N Lf') 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 C5mO6 5,000-SF 5,000-SF 5,000-SF 5,001-SF 5,666-SF B3 L37 �s2 4,630-SF � Sheet Notes: ..� �,►.•, N cn O O O O - B3 L36 �� THE C5. G o d o �o N o O 4,868-SF N 1. COMPLY WITH ALL NOTES ON SHEET C1.00. Ivy I Ell C o o N o o N o o -- -- -- - - 2528 -- - N o rn STA: 5+71.02, . LAND �'� o �,`� o o �,T o �' 3 OFF: 76.59'L . - 3 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST SD p `V . `i M `•V M N N N o o EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), • GROUP w .. w .. w .. di u,o o IE: 2523.51 —¢ I L —¢ I L —¢ I L N 7 + o CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. can IL L IL � co D n O n O n O n O SD C C C C w .. �* N M � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. LO - LO W - 529 2 F ` 2 � CD � 1 _ 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN W APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, / X o MT R/ CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE Cn / MTR MTR \ v, i PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF �� ,=-_ ------,, I EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE \ ` LMrq 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. r/ `129 / - - - - SCIO 2 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR \ oasasa,oa;e U) --- -- ----- ------- ------------- -------------------------- ------------ ----- --- ------------___ 3 I. DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO ------- ---' cn --- \ 2 —W W / W W - W W W- - W W W W W W _ / I DIGGING. SMH-10 190. X / 2 2 2 2 W - W - --- --- ------/ / ` I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, 4 S 1 / \ W , CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO +00 _ 3+00 4+00 2 v� I I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT \ SIN S SS SS SS SS- S SS SS S SS SS S SAN W - — W I MATCH PLANS. \ / 238-LF OF 8-IN PVC AT 2.13/° 52g - SS - - _ S -- 5+00 2 W W W � i / 2 SS � I 5� is \ I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION N / r r SSMH-11 O sD ��SS 2 I r'� OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE roro cn D -_�154-LF OF 8-/ SS= — N CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. -------------- � / -- ---- --------------- --- ---------------- - ----- ------ -----------____-- au-- PVC ° _ AT2.13/ SS R/W `-" R/ `_i' cn _ - - SD SS �Q SS , /, - R/W - - - � SD SAD , Sewer Keynotes. SD N c0i) / aiw aiw 'SSMH-12'[a4 � I 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON N SD SHEET C1.00. D 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE S28 // I NO.3 ON SHEET C1.00. I j coCCCCCC LO_M N 3. INSTALL 4 IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER MERIDIAN SD SW3. co co -ZI:cov + v + v + C v + d / N N M N M M N CO M N� CO ` ' I 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD 601. 0_ N� L N� L N� L N� L M p 00 p wO O wO O wO O wO O CND 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH O (D O w / I MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. ",252j\ ' "' o I INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. IB3 L44 B3 L43 B3 L42 B3 L41 O / 5,000-sF 5,000-sF 5,000-sF 5,745-SF STA: 5+41.84, 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE 1 O I \ B3 L40 O OFF: 60.42 R R I WATER TIGHT SEAL. Cn 5,000-sF IE: 2523.77 E �Iiiiii — aiw --- --- I Eli C5. 5 � 63 I L45 2529 / ,os6-SF� STA: 6+09.95, D I IE: 2523 54R O _ I Z Sewer Plan and Profile - W. Becky Ct. 0 20' 410 _ C4 Horizontal Scale: 1" = 20, 2532 2532 SEWER - BIECKY: Sta. 1 +80 - 6+60 HORIZONTAL SCALE: 1" := 20' VERTICAL SCALE: 1" — 2' PROPOSED GRADE AT CENTERLINE OF PIPE 2530 2530 y ---- ---- -- ---- --------- ---- ---- ---------- -- - C� 2528 ———— 2528 MMJ 7 PROPOSED 12-IN STORM DRAIN PROPOSED 8-IN WATER MAIN EXISTING GROUND AT CENTERLINE OF PIPE ■1 2526 2526 PROPOSED 1-IN WATER SERVICE Oro o I- 2524 2524 � C M PROPOSED 1-IN WATER SERVICE 0 Q PROPOSED 1-IN WATER SERVICE CZLO - z � 2522 2522 co PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN PROPOSED 1-IN WATER SERVICE a cy) � OF$-W pVC A12130I6 154 4 SSMH Revisions O 1�LF -12 1. 2520 48-IN MH PER ISPWC SD-501 2520 STA: 5+92.33, 0.00, RIM: 2529.04+ IE OUT: 2522.00, 8-IN PVC (W) 2518 2518 SSMH-11 O 48-IN MH PER ISPWC SD-501 238-`F OF$-IN PVC A1213°I° RIM: 2529.11 0.00' 2516 IE IN: 2518.71, 8-IN PVC (E) 2516 IE OUT: 2518.61, 8-IN PVC (W) 2514 2514 %oNAL �N G\S 68 4 s 04/07/2022 0 251 L r' SSMH-10 2512 ��TF OF \�P� 48-IN MH PER ISPWC SD-501 STA: 5+26.83, 0.00'L 114 W.G� RIM: 2529.26± IE IN: 2513.53, 8-IN PVC (E) IE IN: 2513.53, 8-IN PVC (S) Project No.: 120194 2510 IE OUT: 2513.43, 8-IN PVC (N) 2510 Date of Issuance: 04.07.2022 Project Milestone: Permit Set EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Sewer Plan & Profile AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE W Becky Ct 2508 2508 Co M 00 r Cf� CC) LC) LC) O O O O 67 6) 6) 6) 6) 00 6) N r O 3 a O O O N CV N coco cococoM LO Co Co a0 O CV CV N co CC) CO Ln coN r O O coti coO r N 00 M coco co co � C5mO7 N O 00 07 N O N O N O N O N O N 07 N O N O N O N O N O N M N M N M N M N M N O N O N M N CO U-) N U-) N LO N Cf) N LO N LO N LO UJN 11") N Ln N 11") N 11") N 11") N 11") N C\J N C\J N C\J N C\J N C\J N C\J N C\J N C\J N O N LO N LO N C\J N lf) N N N C\J N C\J N LO N lf) N lf) N lf) N CQ N CQ N C\J N C\J N C\J N C\J N C\J N cli N C\J N CQ N CQ N N N N N N N N N N N N N N N N N N N N N N IN NN Ln LCIQ n CVN • Sheet Notes: T H E C/)CC:, 510 B3 L14 B3 L15 B3 L17 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � 0 5,000-sF 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST LAND - =Jl IN m � - - - � � ` Is M JIM - • EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC • 73 3 / 3 3 3 CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. �� G R OUP I N O O O O O I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. s CC c °°� 00 Mom' o8 I J \N J 6 r _J M J J 80 N 1 N N Nr— L`J2 NM O NM o co N o N �_ n o Ln CO o Ln o Ln rn o 0 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I N N + N + N + N + N + V CO Lii CO r- Lii r- 00 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, I � � w .. — w .. — w .. LL U_ L:L L:L L:0 61 v IE: 2521.99 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE O I W o c~i) o`, W o � o � o PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 3,494-SF STA: 5+25.02, 2 -2528 ---- I EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE OFF: 37.00'R — ' I \ / -- _ �' - -- ___ FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS I A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. OSSMH-05' �Lrcj 2527 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 2501 \ / MTR MTR DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO .J 1• v cso I DIGGING. sAN, FIN C/) Cn C/:) C/) W 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, `9cS'cS' " CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO \ ` p� --------------------- ------------- ---- CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT \ W W W W — W W W W - -W - W yV —W W W MATCH PLANS. bC 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION \ p y3so O4 SSMH-07 1 2 2 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE 6+00 0 7+00 8+00 �' 5 So �„ — J -� — CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. B1 L8 'SAN SS SS SS S SS SS snN S SS S SS SSI S SS S S SS 6,555-SF 113-LF OF 8-IN PVC AT 0.45% 288-LF OF 8-IN PVC AT 2.02% SSMH-06 O4 190. o§ 252a � T � Sewer Keynotes: \ -- ------ ----=--=---- - _ ,--- --- - - - ----- ---- ------ --- ----------------------- 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON cli ~ZT W SHEET C1.00. ao: xx�•�� R C � - - _ \�P�'`• \ \ /W R/W R 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO.3 ON SHEET C1.00. 4"PIRR - 411PI 4"PIRR \\ X aiw 4"PI � IRR , 3. INSTALL 4 IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER MERIDIAN SD SW3. N _ _ ee> •ese \ i --------2528--- 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. C \ I I so SD � � 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH zl- o \ ,N I M� o co, o r MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. + 06 \ N `� M + � Cl) + � INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. Cl: LL_o \\ /I N� � /Lr) / N� � , 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE w� o wC/) o \ / , WATER TIGHT SEAL. 0 v U _ElI 11111 1W mil Ell M Al E�_ E M 0 zs p t6 , 5,000-SF Sewer Plan and Profile - W Pilot Ct (West) 20' 40' _ C4 Horizontal Scale: 1" = 20' 2530 2530 SEWER - KEKLIK & PILOT: Sta. 5+00 - 8+80 HORIZONTAL SCALE: 1" = 20' PROPOSED GRADE AT CENTERLINE OF PIPE VERTICAL SCALE: 1" = 2' 2528 2528 y CA 2526 2526 Z PROPOSED 12-IN STORM DRAIN EXISTING GROUND AT CENTERLINE OF PIPE ■1 2524 I 2524 y cc PROPOSED 1-IN WATER SERVICE 2522 PROPOSED 4-IN PRESSURIZED PROPOSED 4-IN FIRE SERVICE 2522 O Cc o I- IRRIGATION MAIN PROPOSED 8-IN WATER MAIN I " cy)00 M PROPOSED 1-IN WATER SERVICE PROPOSED 2-IN WATER SERVICE a C-:) � 2520 2520 Lo aco a co Revisions 2518 0 2518 1. I 2516 2516 8-IN PVC AT 2.02°/° 2514 28g_�F OF 2514 I I 2512 113 LF OF 8-IN PVC AT 0.45% O I 2512 19-LF OF 8-IN PVC AT 0.45% I �caZONAL �N 2 I G\S SSMH-07 O __ O 48-IN MH PER ISPWC SD-501 68 2510 SSMH-06 O 4 _ MH PER ISPWC SD STA: 6+97.59, 0.00' I 2510 s 04/07/2022�0 SSMH 05 48 IN 501 RIM: 2527.87± F 0 \pF 48-IN MH PER ISPWC SD-501 STA: 5+84.40, 0.00' IE IN: 2511.96, 8-IN PVC (E) STA: 5+45.49, 0.00' RIM: 2527.17± ESW.G RIM: 2526.96± IE IN: 2511.96, 8-IN PVC (S) IE IN: 2511.35, 8-IN PVC (E) IE OUT: 2511.86, 8-IN PVC (W) Project No.: 120194 IE IN: 2511.07, 8-IN PVC (SE) IE OUT: 2511.25, 8-IN PVC (NW) I 2508 2508 IE OUT: 2510.97, 8-IN PVC (N) Date of Issuance: 04.07.2022 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION I Project Milestone: Permit Set AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Sewer Plan & Profile o 2506 2506 W Pilot Ct _ � 0 � C � � OR � � � � � � � �- co � � � � LO r- 00 � � 1 � (West) a0 m M � LC) G,fl I� a0 0) O N N O M 00 (D (D co tD (,4 co co co co CO co co co CO a0 CO a0 co a0 (.O � co a0 co W co � co � N N N N N N N N N N N N N N N CV CV N N N N GV N N N N N N N N N N N N N N GV CV N N LCJ Cq LCJ LCJ Cq LCJ LCJ Lf7 LCJ Lf) LCJ L17 L17 LfJ LCJ U) Lf-J Lf-J Lf') Lf-J Lf-) LO � LL N N N N N N N N N N N N N N N N N N N NC5mO8 N N N N N N N N N N N N N N N N N N N 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 B3 L17 . B3 L18 B3 L19 B3 L20 5,000-SF 5,000-SF 5,000-SF 5,517-SF I I I \ 2s 4g850�SF �� , sheet Notes: �; �i= THE z� O O3 O 3 B3 L21 — — �N N/ 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � 0 � , 4,875-SF — — 252 , LAND 0 oa'o � Cj ooc0 � L?0000 6 — / 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST C o C\J o � o Cl? O STA: 11+03.17, — — — — — EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), • w CO+ , N CO w M N+ CO r=w O OFF: 72.71'L cs / CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - GROUP `—" O EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. rn CO"' co IE:2521.69- c�6, c~i30 , NO Q �i cn O - - - -- / 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 2528 _" "' APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE o \ \ PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF MTR' MTR \ 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. — R/W R R/W MTR \ \ THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR cn cn v7 \ \ DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO -------- --------- ------------- ------------- --------- �r \ \ DIGGING. co \ 'A/ W W W W W W W W `-" ,,-' \\ \ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, v O ---- 5 \ CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO SSMH-08 W CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT _ _9+00 W_ _ _ MATCH PLANS. S SS SS SS I SS SS SS SS SS SAN 10+00 2 W W ?S2j 288-LF OF 8-IN PVC AT 2.02% — W 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 252a , 172° SS S — W gyp/ __ \ OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE SS 7 W -�� CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 154-LF —SS — 11+ 2 50 -- ------------------ ------ -------- ------------ S° SD— OF 8-IN PVC �SS OO - - - - - ----- __ ��SD - -------- AT 2.02% J SS �, p --- —SD — SS Sewer Keynotes: A'i = R = R = S R = _ - ----- S SAN TT m __ 00� ; 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON - aiw � _ �\ — - SD SHEET C1.00.SSMH-09 O 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE 2528 - \` \ NO.3 ON SHEET C1.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 00 � 00 � ORco-Z3- � � m + o ' N+ N+ i N+ o \\ ' 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD 601. N c p M N 0 0 �M N Cn M / N p� 0') C p N CC \ � � � / 0�i N N ti� 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH 11'N o ' w N o w N o "'� o r M2S?jC\Jam MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. w o INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. \� O --- 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE B3 L2�J B3 L28 �lo�� B3 L27 B3 L26 B3 L25 STA: 10+86.27, WATER TIGHT SEAL. 5,000-SF \ ' 5,000-SF 5,000-SF 5,044-SF 5,385-SF O OFF: 58.77'R R IE: 2521.62 1 ' STA: 11+54.93, B3 L24 OFF: 68.08'R 3 Z J 5,527-SF IE: 2521.28 � O Sewer Plan and Prof ile - Wo Pilot Ct (East) 0 20' 40' _ C4 Horizontal Scale: 1" = 20, 2532 2532 SEWER - KEKLIK & PILOT: Sta. 8+20 - 11 +60 C2 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 2530 1 2530 y PROPOSED GRADE AT CENTERLINE OF PIPE CA I 2528 2528 Z 2526 2526 y EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 12-IN STORM DRAIN O OWN � o 0 2524 PROPOSED 1-IN WATER SERVICE 2524 E 0 v 00 M a_ PROPOSED 1-IN WATER SERVICE C-:) � 2522 2522 M ' PROPOSED 1-IN WATER SERVICE c\J a' C � a cy) � 0 LO Revisions 1 2520 2520 ' 154-LF OF 8-1N PVC Al2. 4 1. O SSMH-09 ' 48-IN MH PER ISPWC SD-501 STA: 11+39.21, 0.01'R RIM: 2527.18± 2518 ' IE OUT: 2521.00, 8-IN PVC (W) 2518 SSMH-08 O OF 2516 $-�N PVC AT 2' 48-IN MH PER ISPWC SD-501 2gg"LF STA:9+85.32, 0.00, 2516 RIM: 2527.37± IE IN: 2517.88, 8-IN PVC (E) ' IE OUT: 2517.78, 8-IN PVC (W) 2514 ' 2514 �)ZON A L G\S 68 2512 2512 s 04/07/02220 9TE OF \pP "IESW.G � 3 I 2510 ' 2510 Project No.: 120194 Date of Issuance: 04.07.2022 ' EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project Milestone: Permit Set AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Sewer Plan & Profile o 2508 2508 W Pilot Ct LO co 00 o co co (East) co co co co co M o 0 0 0 M CD O m co I� CO U_" � co N r O O r N V r U_� CD T CD CD CO CO CO CD CD co co co ti ti ti ti (0 CD CO 00 a0 ti ti ti ti ti ti ti ti ti ti ti ti ti ti C.fl N N N N N N N N N N N N N N N N N N� N � N LO N Lf) N Lf) N Lf) N LO N LO N LO � N LO � N LO � N LO � N LO L N LO N LO N LO LO N LO LO N LO N 5mO9 N N N N N N N N N N N N N N N N N CV N N N N N 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 5,000-SF 5,000=SF 5,000-SF 2522.62 cry O i7L � - M Sheet Notes: •• / OTHE C/) ; , alb 1. COMPLY WITH ALL NOTES ON SHEET C1.00. �� /►� _ AM `" kil� � 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST L AND C5 1 / EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), • I N / CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - G R 0 U P cn 2525 aHid"t dH d NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. C/) 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 0 m 101 m _ w w w w w w ` m / 5m M Mil m m Mir. m m m m m 0 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE — — — — B2 L1 — — — — — _J S C„ — — — ) I B3 L12 I/ C J PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ---2523 3s14-SF 2523 I `" 1 — 2524 / 828-SF 2524 o EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE 2524- - — — — — / \ — - — / / + FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS — — _2524— see o000 2525 — — — _ / \\ _ 2525 Cn — — — N A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 2525 2525 \° 2526 // 2526 SS THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR SSMH-06 DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO Cn `� / o DIGGING. / 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, ' _, o\o CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO ---------------------------------- ------------------------ ------------------ -------------------- ------ -- 55 p� / ��. CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT M M� M M - M M M M Mk-ID m _ M M M M M Z M — ll�l M M M M M M / ��P �� MATCH PLANS. cn a / 2526 252� �� 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 2 0p 90° 2 a _ 2 _ o , 2 / �� \ OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE 2 10' 3+00 z 4+00 U� 5+00 �Q; \ CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. -- \ SS SS SS�SS SS S SS SS S SS i SS SS SS SS SS SS SSo SS R / s 126-LF OF 8-IN PVC AT 0.45% 219-LF OF 8-IN PVC AT 0.45% w / s� SSMH-01 EXISTING 5 _ Sewer Keynotes: # (EXISTING)O r , SSMH 05 / Y ' SSMH-02 4 - -- --- --------- - -- - ------- ------- ---- ----------- - ------------------ _- 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON SHEET C1.00. 7771 i /� c)'j X6y 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE aiw; �56� .9j NO.3 ON SHEET C1.00. 3 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. ------- 2527 - - - 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH \ o o c o 00 o 'n LO o N� o © M LO o MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. C'O N � CO ti C7 Cl) O r Il- C7 N C7 ti C7 N J o + o + ti o + + ti + ti + ti + ti INSTALL KOR N SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. LOC\J M �N M U� M U M M U� M U� M � M N Q N Q L.L. N Q � N Q L.L. N Q L.L_ N Q L.L. N Q L.L. B1 L8 U_ U � � � � U_ 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE CC w c%o CD w Cn O w cn O w Cn O w 1) C) w Cn O w 1) C) 6,555-SF ION" I � O �/ O �'��s O O O O , O WATER TIGHT SEAL. LO N , B1 Li /2 B1 L2 B1 L3 B1 L4 B1 L5 N B1 L6 B1 L7 5,507-SF 5,4 SF 5,487-SF 5,481-SF 5,476-SF 5,471-SF 5,494-SF - Sewer Plan and Profile - N Keklik Ave (North) 20' 410 _ C4 Horizontal Scale: 1" = 20, 2530 2530 SEWER - KEKLIK & PILOT: Sta. 1 +80 - 6+20 HORIZONTAL SCALE: 1" 20' , VERTICAL 5CALE. 1" _ 2528 2528 y PROPOSED GRADE AT CENTERLINE OF PIPE , CA 2526 _____-- --- ' 2526 Z PROPOSED 1-IN ' _—— EXISTING GROUND AT CENTERLINE OF PIPE WATER SERVICE ■1 2524 2524 CA cc PROPOSED 12-IN STORM DRAIN PROPOSED 12-IN STORM DRAIN I �� 2522 2522 Cc o I- PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN , E c a_ CJ 00 PROPOSED 1-IN WATER SERVICE C) � z � 2520 Lo PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE 2520 a MC\i 0 a cy) � Revisions 2518 , 2518 1 2516 2516 2514 2514 113-LF OF 8-IN PVC AT 0.45% 2512 , 2512 39-LF OF 8-IN PVC AT 0.45% prIAL EN ----------------- 219-LF OF 8-IN PVC AT 0.45% 68 2510 _ PVC AT 0.45% O SSMH-06 4 2510 04/07/0222 126 LF OF 8 IN O SSMH-05 O 48-IN MH PER ISPWC SD-501 ��-1 OF\�P�o 48-IN MH PER ISPWC SD-501 STA: 5+84.40, 0.00' s� STA: 5+45.49, 0.00' RIM: 2527.17-t ` sW.p SSMH-02 4 RIM: 2526.96± IE IN: 2511.35, 8-IN PVC (E) 5 48-IN MH PER ISPWC SD-501 IE IN: 2511.07, 8-IN PVC (SE) IE OUT: 2511.25, 8-IN PVC (NW) Project No.: 120194 2508 SSMH -01 (EXISTING) O STA: 3+26.01, 0.00' IE OUT: 2510.97, 8 IN PVC N 2508 ( ) Date of Issuance: 04.07.2022 48-IN MH PER ISPWC SD-501 RIM: 2525.84± STA: 2+00.01, 0.00'R ' Project Milestone: Permit Set IE IN: 2509.99, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Sewer Plan & Profile 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) N Keklik Ave 2506 IE OUT: 2509.22, 8-IN PVC (N) 2506 _ _ (North) co � C0 00 m N LC) co I- r 00 00 m O 00 00 Cn N C0 ti m O N M U? C0 00 Cam N � CO ti C3� C3) r CT OR I� N co L!7 CO 00 m O r N co � Lf) CD 00 CS) m r Cn � LC) Lp LO LO U.) U.) U.) CD (p (p CD (D (D co co co co LC) Lf) LC) LC) LI) Ln Lf) (D CO (D (D C.4 CD (D CD CD CD r� 0 3 a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N y`a Lf) Lf) Lf) Lf) Lf) Ln Lf) LO LP) Lf) Lf) Lf) L, L, L, Ln L, Ln L, L, L, Lf) Lf) l.f) l.f) Lf) l.f) LO LO Lf) Lf) LO LO C\J Lf) C\J Lf) Lf) Lf) LC) LC) o,DLL N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Mao 1+80 2+00 2+20 2+ +20 C5ml 0 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 I2 Sheet Notes: ..� .10 B2 L2 62 L3 B2 L5 B2 L6 1. COMPLY WITH ALL NOTES ON SHEET C1.00. 0 THEC 5,000_SF LAND - a ■ L - - = ■ 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST . EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), > I I co O O O O , O CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. � - GROUP z L(j M J M J OO J Cl) J m J NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. Ni- N O co O �co O CD O - ` co O r CO O 00 Lf) O O O O O O .O O r r r r o `" �N v M v M v CO).� � ■ v 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN N I I N .. N .. N .. N .. N .. 'l •Q U_ •Q L_ ••Q U_ •¢ U_ •¢ L� APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, J I W� LL �Q � W� LL W� LL W� LL W� LL -cn o cn o -cn o -cn o -cn o CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE N r PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF \ /L Ji --- — -2526- � I EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS 2S A RESULT F FAILURE T EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. SU 0 U 0 C OC S U S THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR \ � MTR � MTR ■ N DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO c -A _t J n ` DIGGING. cn R R/ R/1 .o.o.a.a. _ ) cco Cn Cn N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, cs d CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO r'rn -------------- ------------ -------------- -------------------------- ------------ ------------- --------------- -- _-- CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT I .— W W W W W W W- W W W W W— ., W W W--JtW W MATCH PLANS. 9 1 2 2 2 2 , 2 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 2+00 AM Oo 3+00 4+00 00 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE SSCONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SN SS SS SSA SS SS SIS S SS ISS SS SS SS SS SS SS SS IS4 SAN 2526 304-LF OF 8-IN PVC AT 1.77% ^'4 SSMH-02 �,O _ SD 4 SSMH-03 S �� Sewer Keynotes: # � T\ O ------ ----------_ ------ - ---------------- -- - I -- 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON ----- - cn 2 cn cn cn cn cn SHEET C1.00. p 1 W / ' R/Wc_n v_� R/W c_n R/Wc_nR/W `-n R/W R/1 7FT FT7l 2. POTABLE NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE cn NO.3 ON SHEET C1.00. � 7eiw eiw cn `, — 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER MERIDIAN SD SW3. � :ae �� 252� evee .o;o v ILn � 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601. LLC\JO SD \ N N 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH \ _ _ \ \ r` o r` o 0 0 co o o , o 0 2S2 MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. N co O M O 'T O I�M CD � O N M O 6 \ \ o c+ 6j N M 6; N + 0i N�+ 6 + (:Ti; N� ; INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. CIJO M O co O M O co \ N Q LL N Q L:L N Q LL N Q L:L N Q LL \ U_ U � 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE w cn o `L w cn o w cn o w cn o WATER TIGHT SEAL. 1 3 3 3 3 , 3 i�l E" N M � ■ ■ — _ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ B3 L11 B3 L10 B3 L8 B3 L7 6.10 5,000-SF 5,000-SF 5,000-SF , 5,000-SF N O LCJ 770"' N cli N N cn Sewer Plan and Profile - W. Yoke St (West) ° 20' 410 C4 Horizontal Scale: 1" = 20, 2530 2530 � SEWER - YOKE: Sta. 1 +80 - 5+20 Q HORIZONTAL SCALE: 1" = 20' r VERTICAL SCALE: 1" = 2' , 2528 2528 y ■ PROPOSED GRADE AT CENTERLINE OF PIPE , y 2526 2526 Z ■ 2524 EXISTING GROUND AT CENTERLINE OF PIPE 2524 V3 cc 2522 2522 Cro 0 I M 00 PROPOSED 1-IN WATER SERVICE PROPOSED 1-IN WATER SERVICE z � 2520 L 2520 ' Lo PROPOSED 8-IN WATER MAIN a M ' Revisions 2518 2518 1. 257-LF OF 8-IN PVC AT 1. 2516 2516 ■ 2514 SSMH-03 2514 48-IN MH PER ISPWC SD-501 OF 8-�N PVC A11.77% STA: 5+03.67, 0.00' 304 LF RIM: 2526.13± IE IN: 2515.46, 8 PVC (E) 2512 IE OUT: 2515.36, 8-IN PVC (W) 2512 AL G\S 2510 - 2510 68 04/07/2022 V/4 E 0 `� SSMH-02 O 48-IN MH PER ISPWC SD-501 p 2508 STA: 3+26.01, 0.00' 250° Project No.: 120194 RIM: 2525.84± Date of Issuance: 04.07.2022 IE IN: 2509.99, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION ' Project Milestone: Permit Set IE IN: 2509.99, 8-IN PVC (S) AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Sewer Plan & Profile IE OUT: 2509.89, 8-IN PVC (N) W Yoke St 2506 2506 Cl) (West) N O N r— N O N O N r` N O N N co N O N � co co co O co � co M � N � M O O O O O O L!7 O L!7 O L!7 O L!7 O GO O GO O co O GO O GO O GO O GO O GO O GO O GO O GO N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 O Lf7 C5ml 1 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 �, °SRN I L UIr51.5 14 UIrSrS I C Un n 1-MrArl sale le UIrM "'_'' 1 CUIrirS I I I I I � r I I I \— I — ° INN / -2528— — Sheet Notes: "D1Q° 1 4"P 4"PIRR 4"PIRR ( 4"PIRR 4"PIRR 'PIR X "P RR 4"PIRR . COMPLY WITH ALL NOTES ON SHEET C1.00. 0 THE �� — — — — — — — — \ _ � \J �� SSMH-24 (EXISTING)O 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST LAND \ 2524 .R \ MTR i EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), • i CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - GROUP 4 SS STA:3+15.93 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL. 2"VV ' \ r — OFF'47.48'R B3 L1 2 1 i IE:2522.63 O 4,594-SF 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN C APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 0 i CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE \ �6, 'o PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ' I N I- EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE N N B2 L12 a FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS /I N 3,142-SF a po I 3 i A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR B2 L6 B2 L7 62 LB i 62 L9 62 uo �s�� BZ ut I _ II DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO ' 5,000-SF 5,000-SF 5,000-SF I — — 5,200-SF 5,000-SF 5000-SF U_ \ _CZ) DIGGING. o� \ 2 _ I cc: 00 I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, O Q, i I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO W J M J 00 J r \ I M J 00 J I l u STA: r 0 M CM o Cp(M o \ Ln U-) o rn U-) o I SS 2+70.35, CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT ' rno Oho orno \ oa' o ono OFF: - c�1 + N + N + \ N + N + 47.48R B3 MATCH PLANS. U')CO Ln r- 3 IE: 3 N .. N .. N .. \ N .. N 2522.04 O L:L Q L:L \ Q L:L: Q L:L:L 5,000-SF� L.LLi� L." L Li " L." v Lii� L_ LLi \ -cn O -cn O -cn O v -cn O -cn o I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION I , ---- \ cry i OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE ---- 526 SSMH-25 `/) CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. I - I !\ I I zs s \ MTR \ SAN I Sewer Keynotes: # ' MTR GIRR 12"GIRR 12"CIRR 12"GIF R \ r I 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON R/ /WFT7 K�IV K/VV K/VV—- J i I SHEET C1.00. `/) `-') \ `-/) `" N \ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE - - 000aosoo -- 2 ----------- -------- ----- NO.3 ON SHEET C1.00. W -� W W W W W W W W W W W W W W W W W // I 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3. 2 2 2 2 2 I 63 L3 ' cl C„ ,' I 5,378-SF 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD 601. 5+00 - 6+00 - 7+00 V S SAN SS SS SS SS S SS SS SS�—SS SS SS 60 SS S SAN cn \ �' I 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH S SD SD D SD au SD so So SD SD SD SD SD � STA:2 MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE. 257-LF OF 8-IN PVC AT 1.77% � \ ' SD ��1 � o +OOJ4, INSTALL KOR N SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS. SSMH-03 � r � SSMH 04�/ OFF:33.91'R 3 - _- 2521.60 O 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE --- ------------------ ------- --------------- --------- -------------- -- °° WATER TIGHT SEAL. C�_ � o R/W �n G\PP 12"GIRR ----------- \� \ 12"GIRR\ 2526 -- 2525 \ ' NO c0 Sps 6)� p tiO O — — �\ N + Mcr) \ cliIn CT;cr) CIJO In 6) / / C4 \ \ ' LO N Q L:L N F- L:L N w� O w U) O w IUD O - - — — — — — — — — I \ \ �� M — \ 3 3 3 �, NLo — — B3 L7 B3 L6 B3 L5 NI v A A s nnn-sF s nnn-sF s nnn-sF j A � Sewer Plan and Prof i le W. Yoke St. (East) 0 20' 40' Horizontal Scale: 1" = 20' y (A 2530 2530 2530 Cz Q SEWER - YOKE: Sta. 4+80 - 7+80 SEWER - ALAMEDA (NORTH): Sta. 2+00 - 3+40 Z � HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL SCALE' 1" = 2' 2528 2528 2528 PROPOSED GRADE AT CENTERLINE OF PIPE CA W PROPOSED GRADE AT CENTERLINE OF PIPE 2526 _ _ 2526 2526 o I- ————————— 00 ————— — —_ _ —— EXISTING GROUND AT CENTERLINE OF PIPE " � 71 a EXISTING GROUND AT CENTERLINE OF PIPE Cz zCIO 2524 2524 2524 ' Lo PROPOSED 12-IN STORM DRAIN PROPOSED 12-IN STORM DRAIN a c PROPOSED 2-IN WATER SERVICE Revisions 2522 2522 2522 1 PROPOSED 1-IN WATER SERVICE 88-LF OF 8-IN PVC AT 0.58% Q PROPOSED 1-IN WATER SERVICE 2520 2520 2520 SSMH-25 O 48-IN MH PER ISPWC SD-501 OSSMH 04 STA: 2+43.48, 0.00' O SSMH-24 (EXISTING) 177% 48 IN MH PER ISPWC SD-501 RIM: 2526.72± 48-IN MH PER ISPWC SD-501 2518 257-�F�F g-W PVC AT STA:7+60.85, -0 1 2518 IE OUT: 2520.66, 8-IN PVC (N) STA: 3+31.84, 0.00' 2518 RIM: 2526.10± RIM: 2527.52+ IE OUT: 2520.00, 8-IN PVC (W) IE IN: 2520.15, 8-IN PVC (S) IE OUT: 2520.22, 8-IN PVC (N) 2516 2516 2516 oN A L �F GAS 68 2514 SSMH-03 2514 2514 04/07/0222 48-IN MH PER ISPWC SD-501 s� �o STA: 5+03.67, 0.00' J ATE OF \pP RIM: 2526.13± W.G IE IN: 2515.46, 8-IN PVC (E) 2512 2512 Project No.: 120194 2512 IE OUT: 2515.36, 8-IN PVC (W) Date of Issuance: 04.07.2022 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION EXISTING GROUND ELEVATION Project Milestone: Permit Set PROPOSED GROUND ELEVATION AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE : � AT CENTERLINE OF PIPE Sewer Plan & Profile o 2510 2510 2510 W Yoke St LO Ln LO LO LO LO LO LO X) X) 0) N O 00 N 00 (East) M N N O O O O DO O N L!") f� L6 Lf. Lf') D. O co N O O co f` O LC) � co co LC) ti O V Lf') (D DD O N � LC) LC) r LC) LC) LC) LC) LC) LC) � LC) LO LC) r CO CO CO (D f� ti ti N O N O N O N U') N N N N N N N N N N N O N CID N O N O N O N ~ N N ~ N N N N N N N N N N N N N N N N N N N N N N 3>: LO LC) LO LC) LO LC) LO LO LO LC) '� LC) LO LC) LO LC) LO LC) LO LO LO LO LO LO LO LO LO LO Ln LC) C, LC) LC) LO LC) Lf') LC) LC) LSD LC) LC) a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 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 i I i T HE L AND I I I I I I I - GROUP I I I I I I I I - - - - - - AREA1 1 C6.01 BLOCK 2 I I I I w I AREA 4 W 1 aW.;' I C6.04 1 � I z � LU 1 _ _ 'W YOKE ST _SD_ -- ------------- — _ I SD 1 / I I CL I I • - ' I 1 I w - ----------------------------------- RAN — / 1 - - - - - — — — - - - - - - - - i - - — - - a J II 1 YI I ) I w l 1 LU 1 I III BLOCK 3 I 1 w I � I I I I � ► � , I W w 1 w I ` WPILOT CT W W I � I I I AREA 2 U/ --- M M M W 1 � - - I C6.02 � - I / Z I I I /1 CL w Q bl I I I I I I I 1 I 1 I o C4 1 ; BLOCK 3 -- '/ i 1 I �w LU he LU 1II; � w I 1 m QD c� 1 T II I �jj / / w CA CS / % I � 1 a W BECKY DR w y W BECKY CT - w� I 1 Z CID SD AREA 5 1 -� I l � 1 _ �■ I C6.05 w w !Q I C � ❑ I I I � I o n I I w w CJ E cD M 0 1 � = IIIII II I I Q — 1 - - - - - - - - — - - — — w � � 1 w L_ _ W ------------- — --- -- / , AREA 6 1 Q � � -- ---- � W ALTITUDE ST— \ \ / / C6.06 Revisions 1 1 I Hi I ICL 1 1. LU I � I II W C, 1 II r I 1 I Ili BLOCK 4 i I m 1 1 I I Z U I 11 1 I 1 1 IIIIIII I; I 1 w w EP + M I I 1 : I I ; 1 1 I 1 I I EP T_ I � 1 I 1 1 - - - - — 1 o LU - W - ---w--- W 1 AREA 3 \\\ \1 \ W — W W — W AILERON ST C6.03 , \ _ — RM ----------------- - 1 w w gSZONAL EN - - - - - - - G\s r 1 68 W s 04/07/2022 0 I 1 1 W qT oP F OF BLOCK 1CL 1 a � NJ — — — — — — — — ,�, w Project No.: 120194 z Date of Issuance: 04.07.2022 Project Milestone: Permit Set V Drainage & Utility -- 0 70' 140' Overview �a Drainage & Utility Overview �a 6mOO Horizontal Scale: 1" = 70' 29-LF OF 12-IN PVC AT 0.25% co I STORM INLET 1.21fl I I I I I 2 I INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 I I I I I Sheet Notes. �, /i STORM INLET 1.1 I RIM: 2525.01± I THE I I I 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � � INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 SUMP: 2521.32 I I I I I LAND RIM: 2525.08± IE IN: 2522.32, 12-IN PVC W I 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO SUMP: 2521.39 I 8 IE OUT: 2522.32, 12-IN PVC (E) I I I I I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN • IE OUT: 2522.39, 12-IN PVC (E) I I 18 LF OF 12-IN PVC AT 0.25% I I I STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP SAN I I ARE PERMITTED WITHOUT PRIOR APPROVAL. 4"PIRR - - 4"PIRR - - - - SID - - - - - - - - - - - - SD - - - 4"PIRR - - - - - 4"PIRR - - 4"PIRR 4"PIRR - I - - - 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 9 4"PIRR PIF�iR IRR - 4"PIRR APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, U_ °� 1 O°��,g"�� s IE: 2522.27 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. 21-LF OF 12-IN PVC AT 0.25% �' r- 4"PIRR r�w THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES o o �I II INFILTRATION BASIN 1 ❑1 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY II to o o / RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A B1 L1 c5 oCIO RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. a 5,507-SF Y) I I -n � II THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR �' DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO o I DIGGING. o Cr U II II BLOCK 2 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, z 3 2 � I I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT J MATCH PLANS. 1 W °O I 32 L1 I I B2 L2 I B2 L3 B2 L4 B2 L5 3,914-S� 5,000-SF 62 L6 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 2 I 5,000-SF 5,000-SF I I 5,000-sF 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. 00 cr ONE (1) 8-IN x 6-IN (FL x MJ)TEE � 31-LF OF 12-IN PVC AT 1.49% ONE (1)6-IN GATE VALVE 15 I I 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. INSTALL 10.5 LF 6-IN C900 WATER MAIN I I STORM INLET 1.3 a 7. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. 61 6 ONE (1) 6-IN FIRE HYDRANT 2 METER SHALL HAVE TRAFFIC RATED LID. 5,a92-�" I I INLET PER ISPWC (ACHD SUPPLEMENT) SD 601 STORM INLET 16.1 _ RIM: 2525.22± IE: 2522.22 SUMP: 2521.68 INLET PER ISPWC (ACHD SUF Water Keynotes: �O RIM: 2525.78± IE OUT: 2522.68, 12-IN PVC (N) � SUMP: 2522.26 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER o \� I 3 2 3 2 3 2 IE OUT: 2523.26, 12-IN PVU (, NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. rn z MrR MR MrR 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN MrF WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. Cn "' ae,:��. Q -0.26 CFS co R/W L 3. WATER METERS. ONE (1) 8-IN (FL x FL x MJ)TEE "' aoaree. 25- � cn � cn Q =0.39 CFS 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN TWO (2)8-IN (FL x MJ) GATE VALVES ' -- - Q1oo=0.37 CFS - ------ _ -- C Q1oo=0.54 CFS 1 `_" 2 STANDARD DRAWING W2. - - -- -__-_ 22 LF OF 1 IN PVC 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN ------------- $"W 8"W g W g W 8 W 576-LF 8-IN C900 - STANDARD DRAWING W3. 8"W 8 W 8"W 8""' 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 2 STANDARD DRAWING W4. B1 L3 2 r 2 2 2 90. T 2 5,B1 L3 I sAN - - - 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER 8 SS 8"SS - " 8"SS 8"S$ $„S - CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE 8 SS - 8"SS - 8 SS sAN INFORMATION. W YOKE ST I 025=0.23 CFS o 1 Q100=0.32 CFS �' j SD SD SD 5. INSTALL 2-IN BLOWOFF ASSEMBLY(FUTURE WATER MAIN EXTENSION)PER CITY OF - T r = _ - ---- -------------------------- _________ lZ 25 _ MERIDIAN STANDARD DRAWING W-13. 3.2 saepere - - 100= 6 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8 ------------- --------- � Q 0.54 CFS- - ---- ---------- - - - O BLOCK 1 ' W �„ R R R /W R = R cn 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING - 7= - - R� SW3. 2 29-LF OF 12-IN PVC AT 0.25% - )IE: 2523.20 aiw aiw 8. REMOVE AND DISPOSE EXISTING BLOW-OF ASSEMBLY. CONNECT TO EXISTING CA 1 IE: 2523.20 3 2 aiw aiw 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD(SHOWN Ifl STORM INLET 2.1 \ ao �9QI - STORM INLET 2.3� 3'2 APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 p INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 3 2 STORM MH 16.3 a :Mp RIM: 2525.90± 48-IN MH WITH FLAT LID PER I SUMP: 2522.35 - �„ ° Q \ \ RIM: 2525.22± RIM: 2524.82± Storm Drainage Keynotes. �0 \ SUMP: 2522.26 SUMP: 2521.21 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS(C6.10-C6.13)FOR MORE IE OUT: 2523.35, 12-IN PVC (E) ; N 0� 90° �I u \ \ IE OUT: 2523.26, 12-IN PVC (S) INFORMATION. Cl) C, o N \ IE IN: 2523.21, 12-IN PVC (N) CL �2 0 N W \ IE IN: 2523.21, 12-IN PVC S cc STORM INLET 2.2 1 II Ilo \ 23-LF OF 12 IN PVC AT 0.25% O 2. TYPE I INLET CATCH BASIN PER ISPWC(ACHD SUPPLEMENT)SD-601. INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 - T N 1 IE OUT: 2523.21, 12-IN PVC (E) RIM: 2525.90± C5 c�I 26-LF OF 12-IN PVC AT 0.31% 1 3. SHALLOW INLET DETACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715. I SUMP: 2522.28 II W I I 7-LF OF 12-IN PVC AT 0.43% y oc 1 4. SHALLOW INLET ATTACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715A. IE IN: 2523.28, 12 IN PVC (W) - N Q I I B3 u1 63 L10 63 L9 63 LB STORM INLET 16.2 Ifl IE OUT: 2523.28, 12-IN PVC (E) j bo Y I I 5,000-SF 5,o00-SF 5,000-SF B3 v INLET PER ISPWC (ACHD SUPP 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC(ACHD SUPPLEMENT)SD 611. 5,000-SF Ca -_� I I 5,000-sF SU P52522.24 Legend: W 25.93± I I I IE OUT: 2523.24 12-IN PVC N Y I I Z I I I O 4"W 4"FIRE SERVICE CID o j I I B1 L5 � I I 8"W - 8"WATER MAIN z BLOW-OFF ASSEMBLY 5,476-SF 0o I � / INFILTRATION BASIN 2 �1 n GATE VALVE � cNn cNv I �� _ �/ � FIRE HYDRANT 00 y w I Ew 3.2 Pi Pi SINGLE WATER SERVICE j B3 L12 Pi DOUBLE WATER SERVICE I � 1 W I 00 7 828-SF I - 4"PIRR 4"PIRR 4"PIRR -BLOCK 3 - 29-LF OF 12-IN PVC AT 0.25% � o 1=0M 2 � Q 4PIR Eco " EXISTING WATER MAIN 4"PIRR - 4"PIRR o� II II `J EXISTING BLOW OFF ASSEMBLY 00 a a STORM INLET 3.1 i� / INFILTRATION BASIN 3 ❑1 a ) p INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 ° -f r IE:2523.76 EXISTING GATE VALVE - RIM: 2526.44± - 1 03 n I EXISTING FIRE HYDRANT Z I CZ SUMP: 2522.90 D SD I I � ._ IE OUT: 2523.90, 12-IN PVC (E) U �p �0 I I 8"SS- SEWER MAIN a N CD N _ a � � co M I o I I -PIRR PRESSURE IRRIGATION(SIZE NOTED) o II I I o 60 I STORM INLET 3.2 C I I City of Meridian Standard Notes: Revisions INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 I RIM: 2526.44± - 28-LF OF 12-IN PVC AT 0.25% 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN 1' SUMP: 2522.83 I I I B3 L13 B3 L14 63 L15 THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS IE IN: 2523.83, 12 IN PVC (W) B3 L16 B3 L17 B3 L18 WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL a 15 I I 5,000-SF 5,000-SF 5,000-SF IE OUT: 2523.83, 12-IN PVC (E) 5,000-SF 5,000-SF 5,000-SF CONSTRUCTION NOTE NO. 1. 29-LF OF 12-IN PVC AT 0.50% U) 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE co I STORM INLET 3.4� WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A \ \ INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 2 � \\ \\ RIM: 2527.12± NO NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN 31 L7 SUMP: 2523.44 ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 5,494-SF ( I IE IN: 2524.44, 12-IN PVC (S) WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER IE OUT: 2524.44, 12-IN PVC N I i IE:2524.29 / O RULES (IDAPA 58.01.16). � ONE (1) 8-IN TEE (FL x FL x MJ) 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER 3.2 TWO (2) 8-IN GATE VALVES (FL x MJ) 3•2 3.2 SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE 3.2 p - - - - MTR - - - - - - MTR MTR IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO sAN `/) - CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE �j ° QP5=0.23 CFS R/W- - - - CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 2C ` '� � cn N �/W- R/ IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND 9� Q100=0.32 CFS - ----------- ------------ ------ ------------ -------- N �n OO cn SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). - - - - - - _ _ __ ______ -�* ZONAL E 119-LF 8-IN C900 - - ------------- 4 PLACE WATER SERVICE LINES N A T H DIAMETER PIPE SLEEVE WHEREVER I TWO 2 INC R GAS 9 g��W ��W W 8"W 8" 8"W 275 LF 8-IN C900 8" 8"W THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE O° BEDS,DRAINAGE SWALES). 68 45°8-IN ELBOW 1 � 2 2 2 2 2 I .. cc W PILOT CT M Cl) B1 Lg V - - - - - - - - - - � T 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER S,04/07/20220 g - SAN - 8"SS - - ONE 1 8-IN x 6-IN TEE MJ x FL - 6,555-SF ° ONE (1) 8-IN x 4-IN TEE (MJ x FL) O ( ) 8"SS - - 8"SS - - -I SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.IF WATER �TF OF 0 a STORM INLET 3.3 29-LF OF 12-IN PVC AT 0.50% 2 1 - 8 ISS Ir s ONE (1)4-IN GATE VALVE (FL x MJ) ONE (1) 6-IN GATE VALVE as SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE � S W GAS INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 �,� 1 INSTALL 33 LF 6-IN C900 WATER MAIN PUBLIC WORKS INSPECTOR. RIM: 2527.12± - - ONE (1) 6-IN FIRE HYDRANT -- - - -- - - - - ----------- --------------- IE OUT: 2524.58, 12-IN PVC (N) cn Q25=0.23 CFS ,-- - - - - - - ----------- --.. -- -- -- - ------ Project No.: 120194 Q100=0.32 CFS R� cNn N N Date of Issuance: 04.07.2022 _ cry R R = R `" Project Milestone: Permit Set IRR - aiw -- PI o 7AREA 2 (C6.02) 22-LF OF 12-IN PVC AT 0.25% aiw Drainage & Utility Plan 3.3 _ STORM INLET 7.1 I � I 3 2 , 3.2 Area 1 Drains e & Utilit Plan - Area 1 20 40 g Y Horizontal Scale: 1" = 20' C6m01 J UIVIF.LJLJ.JV Cl) _ _ IE OUT: 2524.58, 12-IN PVC (N) q25 0?32CFS CFS Sheet Not _�-- ioo= RI AREA 1: C6.01 �� R/W - R � - `� � es: .� R � W- -: THE � --i- � aiw 1. COMPLY WITH ALL NOTES ON SHEET C1.00. Ivy LANDOe 22-LF OF 12 IN PVC AT 0.25% alw 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . 3.3 _ GROUP 2 3•2 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN � �� °O � �� STORM INLET 7.1 3.2 STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS o IE: 2525.68 SD 1 00 INLET RIM: ISPWC (ACHD SUPPLEMENT) SD-601 ARE PERMITTED WITHOUT PRIOR APPROVAL. SD - a 7 Q25=0.25 CFS SUMP: 2523.64 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 9° 1 �1�' Q =0.35 CFS IE OUT: 2524.64, 12-IN PVC W APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE ioo ( ) , 24-LF OF 8-IN C900 AT 0.50% N Cr I CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. U_ U_ Cn 2E STORM MH 7.3 E] THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES ❑4 /STORM INLET 4.1 v r2 RIM: 2526.19±48-IN MH WITH FLAT LID PER ISPWC SD-611 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY o r o RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A I I SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD 715A / II to RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. / o SUMP: 2522.58 RIM: 2527.20± &I o THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR IE IN: 2524.58, 12-IN PVC (E) B3 L29 B3 L28 SUMP: 2524.80 / N o 00 DIG LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO o IE OUT: 2524.58, 12-IN PVC S 5,000-SF I cn � - ( ) 5,000-SF IE OUT: 2525.80, 8-IN PVC (W) / � I I DIGGING. 1 / > I I STORM MH 7.2 E] 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, � INFILTRATION BASIN 4 z 48-IN MH WITH FLAT LID PER ISPWC SD-611 CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO a RIM: 2526.75± CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT 1 ^1 0 - SUMP: 2522.37 MATCH PLANS. IE IN: 2524.37, 12-IN PVC (N) Bi L9 I IE IN: 2524.37, 12-IN PVC (E) 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION I IE OUT: 2524.37, 12-IN PVC (S) OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE 37,754-SF CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. I U) 22-LF OF 12-IN PVC AT 3.73% I n UD °C 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. ao STORM INLET 7.2 � C-' Uv - INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 7. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER.� o r RIM: 2527.73± METER SHALL HAVE TRAFFIC RATED LID. I I u o SUMP: 2524.19 S° I S Q =0.25 CFS - "PIRR - 4"PI Water Keynotes: �O a 1 IE OUT: 2525.19, 12 IN PVC W RR 4 PI INFILTRATION BASIN 5 25 ( ) RR �p Qi00=0.35 CFS I - - - 1 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER 1 IE: 2524.18 NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. l So S Sf3 - 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN 56-LF OF 12_-IN PVC AT 0.27% INFILTRATION BASIN 7 a WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. STORM INLET5.1 _ N - 3. WATER METERS. SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-7 F . ° � ao 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN RIM: 2527.78± 15 LF OF PVC AT 0.25/0 - BLOCK 3 STANDARD DRAWING W2. SUMP: 2525.71 j - STORM MH 7.1 a 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN BLOCK 1 48-IN MH WITH FLAT LID PER ISPWC SD-611 STANDARD DRAWING W3. _� RIM: 2526.71± 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN i i STANDARD DRAWING W4. a I I `, SUMP: 2522.33 IE IN: 2524.33, 12-IN PVC (N) 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER - IE OUT: 2524.33, 12-IN PVC (E) CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE INFORMATION. El STORM INLET 6.1 SHALLOW INLET PER ISPWC (ACHD SUPPLEMENT) SD-715 v, W J -- 5. INSTALL 2-IN BLOWOFF ASSEMBLY(FUTURE WATER MAIN EXTENSION)PER CITY OF cry � MERIDIAN STANDARD DRAWING W-13. RIM: 2528.19± `' 60 4"PIRR 4"PIRR 4"PIRR 4"PIRR Q 4,855-SF SUMP: 2526.08 4"P RR 4" I LU°° -LU 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. Q "U = j V 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING - CJ I SW3. cn J 4"PIRR 4"PIRR - - - 4"PIRR 4"PIR � 4"PIRR g. REMOVE AND DISPOSE EXISTING BLOW-OF ASSEMBLY. CONNECT TO EXISTING CA o r 51 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD(SHOWN 0 o C3 I T I APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. II Q I o z Storm Drainage Keynotes:cc �0 STORM INLET 6.2 N 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS(C6.10-C6.13)FOR MORE INLET PER ISPWC (ACHD SUPPLEMENT) SD 601 OD STORM INLET 7.3 a INFORMATION. RIM: 2528.70± / - o o a rn I F- ;;,. INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 2. TYPE I INLET CATCH BASIN PER ISPWC(ACHD SUPPLEMENT)SD-601. SUMP: 2525.25 / J c- a / IE OUT: 2526.25, 12 IN PVC (W) I z L) RIM: 2528.73± > / oI CL SUMP: 2525.35 3. SHALLOW INLET DETACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD 715. / U_ IE OUT: 2526.35, 12-IN PVC (E) CA � I C� 4. SHALLOW INLET ATTACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715A. �1 INFILTRATION BASIN 6 � N io 20-LF OF 12-IN PVC AT 0.40% 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC(ACHD SUPPLEMENT)SD 611. Ca I 13-LF OF 12-IN PVC AT 0.75% � � - � ' i I c6 STORM MH 7.4 Ifl B L 2 Le/'�end. �5 � v° 48-IN MH WITH FLAT LID PER ISPWC SD-611 3 3 B3 L33 g STORM MH 6.1 1' '� �' �' oc a3 sCJ U v C/) o `" RIM: 2529.12± 5,000-SF 5,000-SF 5,001-SF 48-IN MH WITH FLAT LID PER ISPWC SD-611 r - u II 4"W 4"FIRE SERVICE '- o O° 00 0 o SUMP: 2524.27 9L RIM: 2527.64± I SUMP: 2524.04 II w II o 13 IE IN: 2526.27, 12-IN PVC (W) 8"W - 8"WATER MAIN N 5- c, E `T IE OUT: 2526.27, 12-IN PVC (N) IE IN: 2526.04, 12-IN PVC O �' BLOW-OFF ASSEMBLY IE OUT: 2526.04, 12-IN PVC (N) S° �7190. ONE 1 8-IN x 6-INI FL x MJ TEE( ) ( ) -� GATE VALVE28-LF OF 12-IN PVC AT 0.75% f QC9� SD LET PER ISPWC FIRE HYDRANT S° ONE (1) 6-IN GATE VALVE CA w3.3 ° INSTALL 8 LF 6 IN C900 WATER MAIN (IBi Lii 5L' *pp ONE (1) 6-IN FIRE HYDRANTO SINGLE WATER SERVICE 43,526-SF 7 W 52-LF 4-IN C900 ONE (1) 8-IN x 4-IN TEE (MJ x FL) 3 2 IE( DOUBLE WATER SERVICE ONE (1) 4-IN GATE VALVE (FL x MJ) 3.2 22-1 MTR MTR F__ - 8"W - EXISTING WATER MAIN cc 0 E co j - EXISTING BLOW-OFF ASSEMBLY CJ N 00 0 U § - N 11 °8-IN ELBOW EXISTING GATE VALVE CZ--------- -- 33 LF 8 IN C900 ---- ------------- ---- -- - - - - ------------ ------------ ---- -- -- V -- - EXISTING FIRE HYDRANT Z •CIO _ 8„ 193-LF 8-IN C900 - - 8 8 W $"W g' a 8"SS- SEWER MAIN a N a Q _ ONE (1) 8-IN (FL x FL X MJ)TEE 2 r 2 2 a -PIRR PRESSURE IRRIGATION(SIZE NOTED) TWO (2) 8-IN (FL x MJ) GATE VALVES I - - aN - g"SS _ $° s 81Iss - - s"ss s"ss - - s"ss � City of Meridian Standard Notes: Revisions 1� 1 W BECKY CT C °C 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN 1 a 0.o°,°, - T THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS ° as - __ ------ --- WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL \ U) CONSTRUCTION NOTE NO. 1. 7-LF OF 12-IN PVC AT 0.86% "SS g = R `_� ELO o o R/ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE STORM INLET 8.1 m o N o M WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 Cl) o � n T - aiw luw MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN o II c °" 3 2 NO NON n POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES RIM: 2528.81± o SUMP: 2524.98 c O 22-LF OF 12-IN PVC AT 0.25% 3.2 I j OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN IE OUT: 2525.98, 12 IN PVC (E) ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING SD SD STORM INLET 8.2 a 48-IN MH WITH FLAT LID INLET PER ISPWC ACHD SUPPLEMENT SD-601 WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER ° ( ) RULES (IDAPA 58.01.16). f pp 1 RIM: 2528.81± INFILTRATION BASIN 8 - SUMP: 2524.98 I 1 ElIE IN: 252 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER IE OUT: 2525.98, 12-IN PVC (W) IE IN: 252 SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE a o I IE OUT: 252 IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO STORM MH 8.20 BLOCK 3 ' CROSSING SHALLCROSS WITH S EHCONSTRUCTEDAN EIGHTEEN IIN)ACCO DANCE WITH SECTION INCHES OF VERTICAL A541007 THE OFTHE � 48-IN MH WITHITH FLAT LID PER ISPWC SD-611 > o RIM: 2528.95± 2 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND INLET PER ISPWC (ACHD SU z v SUMP: 2523.92 B3 L43 B3 L42 SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). N z -p - 5,000-SF �ZoN L o U) 00 IE IN: 2525.92, 12-IN PVC (W) 5,o00-SF 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER ��' CGS IE IN: 2525.92, 12-IN PVC E - J O IE OUT: 252 THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE IE: 2525.09 _ 74-LF OF 12-IN PVC A ~ IE OUT: 2525.92, 12-IN PVC S \ I � N I ( ) I BEDS,DRAINAGE SWALES). T 0.43% 04107121218 SO SD SD SD So B3 L45 STORM MH 8.1 ❑ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER so 9L� oss-sF 48-IN MH WITH FLAT LID PER ISPWC SD-611 SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.IF WATER ��TF OF 0 - - SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE s� RIM: 2528.72±SUMP: 2523.41 PUBLIC WORKS INSPECTOR. DES W.G� \ o \ /i °" U IE IN: 2525.41, 12-IN PVC (N) 000 IE IN: 2525.41, 12-IN PVC (S) Project No.: 120194 3 ------ - - --- --- 13 IE OUT: 2525.41, 12-IN PVC (W) Date of Issuance: 04.07.2022 - Project Milestone: Permit Set 76-LF OF 12-IN PVC AT 0.26% AREA 3 (C6.03) I 4 PIRR -- I Drainage & Utility Plan = - Area 2 Drainage & Utility Plan - Area 2 20' 40' Horizontal Scale: 1" = 20' C6mO2 \ \ I I111VI. GJLV.I L- \ - o SUMP: 2523.41 Sheet Notes: \, ��,�•►� IE IN: 2525.41, 12-IN PVC (N) AR A 2 (C6.02) IE IN: 2525.41, 12-IN PVC (S) �� T H E 13 IE OUT: 2525.41, 12-IN PVC (W) 1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND - I 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . a STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN 76-LF OF 12-IN PVC AT 0.26% `n 4 PIRR 4 PIRR 4"PIRR 4 PIR STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS GROUP B1 L12 ARE PERMITTED WITHOUT PRIOR APPROVAL. Y BLOCK 3 AM at,sas-SF j i ao i 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 4 o CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. STORM INLET 9.3 "' 2 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES SHALLOW INLET PER ISPWC ACHD SUPPLEMENT SD-715A 7 3 3 X v, ( ) v' BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RIM: 2526.98± _�- °O p 2 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A SUMP: 2524.94 - i2-W o II STORM INLET 8.4 RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. IE OUT: 2525.94, 8-IN PVC (SW) o 0 o INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 4"SS - N o °' RIM: 2528.20± DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO 26 LF OF 8-IN PVC AT 3.65% n " SUMP: 2524.66 DIGGING. 90° 0,0 IE OUT: 2525.66, 12-IN PVC (W) 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, � S _ CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO 1 B3 L46 CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT I - B3 L47 � 63 Las MATCH PLANS. �1 INFILTRATION BASIN 9 ❑ C ; - 5,000-SF 5,000-SF Z c_ 5,000-SF STORM INLET 8.3 CM Lr)o °„ W 22-LF OF 12-IN PVC AT 0.25% IE: 2525.00 S� INLET PER ISPWC (ACHD SUPPLEMENT) SD 601 0 0 `-" 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION RIM: 2528.20± h to Q STORM MH 8.3 OF THE ISPWC DIVISION 300 AND SD 301.BEDDING AND BACKFILL SHALL BE - - - - - - - IE: 2525.30 SUMP: 2524.66 C5 Y `*� 48-IN MH WITH FLAT LID PER ISPWC SD-611 CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. - - - IE OUT: 2525.66, 12-IN PVC (E) W RIM: 2528.34± W SUMP: 2523.60 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. / o 7-LF OF 12-IN PVC AT 00 C. IN: 2525.60, 12-IN PVC (W) 7. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. IE IN: 2525.60, 12-IN PVC (E) METER SHALL HAVE TRAFFIC RATED LID. QIE OUT:N x 6-I 0, IL x PVC E Water Keynotes: �0 - - 4"PIRR - 4"PIRR - - - - 4"PIRh 44-LF OF 12-IN PVC AT 0.45% R - - i e� , V � ONE (1) 8-IN x 6-IN (FL x MJ)TEE ' 2 - - - - • � � 3.2 STORM INLET 9.2 CZ 4' ONE (1) 6-IN GATE VALVE 3.2 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 Cn Q 1 INSTALL 8 LF 6-IN C900 WATER MAIN MTR - MTR NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. RIM: 2528.27± O° ONE (1) 6-IN FIRE HYDRANT 6 Q -0.63 CFS \\ - - ]A 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN SUMP: 2524.51 ° 9p° 25 R/W - WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. IE IN: 2525.51, 12-IN PVC (S) Q100=0.88 CFS /o• 1 Z � N R/W- :::ela:oa R o� �` - - - - - 0 - - -105-LF 8-IN C900 - - - - - - - - - - - - - - - - - a IE OUT: 2525.51, 12-IN PVC (N) g ° - _ _ _ _ _ � _ 3. WATER METERS. B1 L13 811W 8"W 33-LF 8-IN C900 - - - - -- -_ -- __ 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 6,751-SF 8„W 252 LF 8-IN C900 STANDARD DRAWING W2. 45°8 IN ELBOW 1 W 8 W 8 W 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN a STANDARD DRAWING W3. M 7 2 Z Gip o _ T 2 a 2 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN - - �* 8"$S 8"$S - - - - - - - - - - as STANDARD DRAWING W4. \\ 8"CSC+ SAN - _ $11(�(+ - �� U 1 2 JJ S _ p11S $1SS - p $„SS 3.2 / U 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER R 90° ONE (1) 8-IN TEE (FL x FL x MJ) W ALTITUDE D E ST CD CD CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE j Q25=0.63 CFS r TWO (2) 8-IN GATE VALVES (FL x MJ) _ INFORMATION. j -0.88CFS -------------- _ _ _ T = ------- --- _- -------- ------- _ --- 5. INSTALL 2-IN BLOWOFF ASSEMBLY(FUTURE WATER MAIN EXTENSION)PER CITY OF Cn N N - MERIDIAN STANDARD DRAWING W-13. 2 45 8-IN ELB RAA1OW = R/W = R� `_n `Cn _" N_ v i 29-LF OF 12-IN PVC AT 0.25% rs/v� RMI_ 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. O STORM INLET 11.1 i - - - - I �`�' aiw - - - 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING _' 3.2 alw - � INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 SS ° IE: 2525.78 aiw SW3. RIM: 2528.46± 90° °'� 1,9 O° \ STORM INLET 9.1 3'2 3.2 y " � 8. REMOVE AND DISPOSE EXISTING BLOW-OF ASSEMBLY. CONNECT TO EXISTING SUMP: 2524.92 { INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD(SHOWN D S IE OUT: 2525.92, 12 IN PVC (E) I Q � I RIM: 2528.12± APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. -I it 1 p - :2111 SUMP: 2524.58 BLOCK1 29-LF OF 12-IN PVC AT 0.25% o jl I� IE OUT: 2525.58, 12-IN PVC (N) Storm Drainage Keynotes:r\a �0 OC � o II c� T N o - 28-LF OF 12-IN PVC AT 0.25% 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS(C6.10-C6.13)FOR MORE cn T T INFORMATION. C„ cn - STORM INLET 11.2 a INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 2. TYPE I INLET CATCH BASIN PER ISPWC(ACHD SUPPLEMENT)SD 601. RIM: 2528.46± 3. SHALLOW INLET DETACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715. SUMP: 2524.85 B4 L7 64 L6 B4 L5 B4 L4 CA IN: 2525.85, 12-IN PVC (W) 5,000-SF 5,000-SF 5,000-SF 5,000-SF 4. SHALLOW INLET ATTACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715A. ��' IE OUT: 2525.85, 12-IN PVC (E) o_ 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC(ACHD SUPPLEMENT)SD 611. 0 0�o U Ca B1 L15 „SS z Legend: coo 5,475-SF o I U_ I J a 4"W 4"FIRE SERVICE 4 L9 I INFILTRATION BASIN 11 a J 6, 28-5 a_ 3 2 2 BLOW-OFF ASSEMBLY $"W - 8"WATER MAIN _ 1„W GATE VALVE I - = BLOCK 4_i � FIRE HYDRANT CC) - 4"PIRR - - - 4°PIRR 4' IR 4"PIRR �) Q 4 PIRR - 4"PIRR 11 SINGLE WATER SERVICE 70 I I 4 PIRR - 4"PI R -� DOUBLE WATER SERVICE J - $"W - EXISTING WATER MAIN cc C0C 1- B1 L16 I � I I � I H C CCU M 5,470-SF 1 0 o� SS EXISTING BLOW-OFF ASSEMBLY � v Z EXISTING GATE VALVE � CZEXISTING FIRE HYDRANT Z w $11$S- SEWER MAIN a N 00 I a CD 29 LF OF 12-IN PVC AT 0.25% -PIRR y PRESSURE IRRIGATION(SIZE NOTED) c 4"PIRR - - 4112 Revisions City of Meridian Standard Notes: I �STORM INLET 10.2 I i - STORM IN 10.1 � B4 L11 B4 L12L13EP EP EP INLET PER ISPWC ACHD SUPPLEMENT SD-601'; INLET PER ISPWC ACHD SUPPLEMENT SD-601 5,000-SF B4 0-S B4 L14 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM (THE STANDARDS IN �- ( ) ( ) 5,000-SF 5,000-SF 5,000-SF oc I I THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS RIM: 2529.35± °C RIM: 2529.41± WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL SUMP: 2525.65 cc SUMP: 2525.72 CONSTRUCTION NOTE NO. 1. IE IN: 2526.65, 12-IN PVC (E) 13 IE OUT: 2526.72, 12-IN PVC (W) IE OUT: 2526.65, 12-IN PVC (W) 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE 34-LF OF 12-IN PVC AT 1.14% 0 1 ONE (1) 8-IN x 6-IN (FL)TEE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A EP EP EP EP tF EP ONE (1) 6-IN GATE VALVE MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN OAS ONE (1) 8-IN GATE VALVE NO NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES _ p p Q INSTALL 8 LF 6-IN C900 WATER MAIN OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN it ONE (1) 6-IN FIRE HYDRANT 6 jl ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING o WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER � ~ 3 2 RULES (IDAPA 58.01.16). r° MTR 3.2 3.2 0 0 - - MTR MTR 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER IE: 2526.26 Oj �- -- - - SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE R/W Ll IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO \ 2C9 cNn � N C R/W CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE Cn 450 8-IN (FL x FL) ELBOW 1`1 00 -- ------------�------- -- __ - - - `_" CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE ------------------------------- - v d/ _ _ --- IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND ----------------------- 811W $1 W $ W 84�9 LF 8-IN C900 W 8 8 W SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). ��IGNAL �N 9R 811W 8"W 1 11 20 VY 2 2 2 2 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER ��GS -- __ 45°8-IN (FL x FL) ELBOW _ _ Z r 2 a 2 THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE , C/R SAN u $SS - 8"SS 11S C" BEDS,DRAINAGE SWALES). 68 � � _ - - -- $ s s - - - _ -14 LF 8-IN C900 811 S sAN 811 SS I Fn 0 b� - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER s 04/07/20220 � W AI LE RO N ST j SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.IF WATER ��T F� 3: SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE T4 SW G�S� INFILTRATION BASIN 10 ---------------- ---- T PUBLIC WORKS INSPECTOR. R R N R R/W R R/W -- NA A I R/W!C R- - Project No.: 120194 / Date of Issuance: 04.07.2022 aiw aIw din Project Milestone: Permit Set �p�RR 3.2 4 3.2 3.2 U , Drainage & Utility Plan Drainage & Utilit Plan - Area 30 20' 401Area3 Y6mO3 Horizontal Scale: 1" = 20' IL ulnn aaie 12"GIRR 12"GIRR - - - - - 1� I� � GIRR � 4"PIRR 4"PIRf - - - - - - - - - - � - - - � - - - L SAN - - - Sheet Notes: \ / i 4"PIRR - 4"PIRR i - T H E 4"PIRR - - - - - - - - � �2� BLOCK 2 GIRR ❑ (Ib) "PIR X X 4"P RR - _ _ _ _ _ _ _4"PIRR _ 4 PIRR 1. COMPLY WITH ALL NOTES ON SHEET C1.00. T 1 BF 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO LAND I I I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN � � GROUP L i STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS 4 - "SS I ARE PERMITTED WITHOUT PRIOR APPROVAL. T I 2"W I B3 L1 CIO 4,594-SF cc 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN JJJb a APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, co v I CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. cC I 3.1 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES B2 L12 i , 2 I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY 3,142-SF W RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A C) I RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. B2 L7 I I�yI1. 32 L8 32 L9 32 L10 32_11 `i �' THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 5,000-sF 5,000-sF 5,200-SF 5,000-sF V z DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO s,000-sF J DIGGING. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, N � I T � STORM INLET 16.5 �I �°j � � ;I "SS ccI I I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO cc CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT STORM INLET 16.1 1 21 STORM INLET 16.3 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 ;I J 16.5 O° 1 B3 Lz a: I MATCH PLANS. INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2526.08± Q = ; 5,000-SF 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION RIM: 2525.78± RIM: 2525.58± SUMP: 2522.39 Z SUMP: 2522.26 IE OUT: 2523.39, 12-IN PVC S I � OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE SUMP: 2521.89 ( ) CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. I IE OUT: 2523.26, 12-IN PVC S ( ) 00 AT 0.22% j 3.2 ( ) IE OUT: 2522.89, 12-IN PVC S 22-LF OF 12-IN C9 3 2 i 3.2 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. MTR I MTR- - - MTR 3.1 GIRR 12"GIRR 12"GIRR - " 00 SAN j 12 GI R I 7. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. 24-LF 8-IN C900 p METER SHALL HAVE TRAFFIC RATED LID. )25 = .354CFS CFS Rom- R - - - 1 U) ° � Q =0.39 CFS / °„ Q25=0.39 CFS 45°8-IN ELBOW I # 100 - - - - - 22-LF OF 12-IN PVC AT 0.25/° v 25 _ `" Q1oo=0 5 $\N�g00 cc Water Keynotes. aesaeseoaasa 76 LF 8-IN C900 - - - - 1 --- - -- - - Q100-0 54 _ __ __ _ - - 1g LF 2 - 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER CFS � 8" 8"W d- NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. 8"W 8„W Q 190. �O �811W OII OIIW �p \ ° I O° 0 2 2 ° 1 U U 1 y 22.5 8-IN ELBOW 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN T W YOKE T 2 , l B3 L3 WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. 0 $ I 5,378-SF - 8 - I I - S - - - a I yS 8"SS - � 8 SS `� 8 SS - - - 8"SS - 8"$S -- saN � / 3. WATER METERS. W // 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN C so SD' SD SD-SD-SD-SD- SD-SD STANDARD DRAWING W2. Q 0.39 CFS = 145-LF OF 12-IN C900 AT 0.26% 9 sG SD SD SD SD SD s ONE (1) 8-IN x 6-IN (FL x MJ)TEE 25 - 2 T 7 LF OF 12-IN C900 AT 0.21% O° 86-LF OF 12-IN C900 AT 0.27% ONE (1) 6 IN GATE VALVE 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN _ Q =0.54 CFS - _ _ STANDARD DRAWING W3. ---- - - -� INSTALL 24 LF 6-IN C900 WATER MAIN 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN U) Q 0.39 CFS Ft ONE (1) 6-IN FIRE HYDRANT O I STANDARD DRAWING W4. R/W 9o° /W-- _ - R/ �" R z5= o Q25=0.39 CFS T - R Q1oo=0.54 CFS R/ STORM MH 16.2 R/ Q 0.54 CFS 22 LF OF 12-IN PVC AT 1.55% a I 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER - - - 100= CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE El STORM 48-IN MH WITH FLAT LID PER ISPWC SD-611 SAP - aiw aTw 31 M INLET 16.4 - - - STORM MH 16.4 ""'- 5 INFORMATION. INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 RIM: 2525.20± STORM MH 16.3 a RIM: T) SD-1+ SUMP: 2520.84 48-IN MH WITH FLAT LID PER ISPWC SD-611 - 12"GIRR 5. INSTALL 2-IN BLOWOFF ASSEMBLY(FUTURE WATER MAIN EXTENSION)PER CITY OF 3.2 - IE IN: 2522.84, 12-IN PVC (W) RIM: 2526.07± MERIDIAN STANDARD DRAWING W-13. 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 GIRR I RIM: 2524.82± IE OUT: 2522.85, 12-IN PVC (N) IE IN: 2522.84, 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. 12-IN PVC (S) IE IN: 2523.05, 12-IN PVC (S) ❑ SUMP: 2521.21 IE IN: 2523.05, 12-IN PVC N 12"GIRR I O IE IN: 2523.21, 12-IN PVC (N) IE OUT: 2522.84, 12-IN PVC (E) ( ) 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING - IE OUT: 2523.05, 12-IN PVC (W) Sw3. IE IN: 2523.21, 12-IN PVC (S) 51-LF OF 12-IN PVC AT 0.22% -- - - - - - - IE OUT: 2523.21, 12-IN PVC (E) - 7-LF OF 12-IN PVC AT 4.86% 8. REMOVE AND DISPOSE EXISTING BLOW-OF ASSEMBLY. CONNECT TO EXISTING 1 _ cc 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD(SHOWN 7-LF OF 12-IN PVC AT 0.43% _- - - - - - - -- STORM INLET 16.6 a APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. I STORM INLET 16.2IE IE: 2522.70 - � / INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 :2111 Storm Drainage Keynotes: �0 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 B3 L5 / �� \ i RIM: 2526.08± I Q RIM: 2525.93± 000-SF / / i SUMP: 2522.39 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS(C6.10-C6.13)FOR MORE SUMP: 2522.24 / / IE OUT: 2523.39, 12-IN PVC (N) INFORMATION. IE OUT: 2523.24, 12-IN PVC (N) \ \ � � � ❑ 2. TYPE I INLET CATCH BASIN PER ISPWC(ACHD SUPPLEMENT)SD-601. ❑ 3. SHALLOW INLET DETACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715. y \ I 4. SHALLOW INLET ATTACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715A. ❑1 INFILTRATION BASIN 16 \ _ �' \` 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC(ACHD SUPPLEMENT)SD-611. Ca \ Legend: � CJ R❑ R 4"W 4"FIRE SERVICE Z BLOCK 3 P' I 8"W - 8"WATER MAIN - 4"PIRR- 4"PIRR - 4"PIRR 4 PIRR X� I BLOW-OFF ASSEMBLY - - - ---------_ 4"PIRR n GATE VALVE 4"PI R _ FIRE HYDRANT � CA w Q��Q / �-------- 4 PIRR SINGLE WATER SERVICE ❑ \ I � DOUBLE WATER SERVICE 4"PIRR 1 \ \ O \ \ \ a - 8"W - EXISTING WATER MAIN cc 0 \ EXISTING BLOW-OFF ASSEMBLY C � \\ \ \ EXISTING GATE VALVE CZEXISTING FIRE HYDRANT Z L10 B3 L18 B3 L19 63 L20 \ Ln 5,517-SF \ 8"SS- SEWER MAIN � M CD5,000-SF 5,000-SF - N B3 L22 -PIRR PRESSURE IRRIGATION(SIZE NOTED) Cy B3 L21 4,850-SF \ Revisions 4,875-SF l iB3 L4 CC City of Meridian Standard Notes: ❑ / //16936-SF I 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN 1 / / I THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL STORM INLET 15.1 INLET PER ISPWC SD-601 / / CONSTRUCTION NOTE N0. 1. RIM: 2526.95± \ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE 3.2 3 2 SUMP: 2523.41 \ / / WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MTR MTR IE OUT: 2524.41, 12-IN PVC (S) I 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 24-LF OF 12 IN PVC AT 0.25% 3.2 _--- OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN R/W FIN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING _ N Q2s=0.7 MrR INFILTRATION BASIN 15 1 WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER 7 CFS R ONE (1) 8-IN x 6-IN (FL x FL x MJ)TEE \ RULES (IDAPA 58.01.16). ------ -- - Q1oo=1.07 ONE 1 6-IN GATE VALVE 900 - -- -- ------------------ -------------- --------_ CFS �' O \� � � IE: 2523.51' 8" 8"W 8„W � INSTALL 37 LF 6-IN WATER MAIN ❑ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER r ----__ E, O ONE (1) 6-IN FIRE HYDRANT � SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE 2 2 co 2 8"W�90 - ---_-_---_-_ pP��J I IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO ea �' 11.25°8-IN ELBOW 2 j° _ _ 1 w 160-LF g_IN 4-LF 8-IN C900 � C>�'O � � I CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE 8"SS - r 8"SS - 8"SS - - - 8"SS - - sAN _ 1 C900 ONE (1) 8-IN (FL x FL)45°ELBOW \� CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE W a) 2 co8"w �p��J IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND W PILOT CT 8 SS T SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). Q _ 81 �,`, �Z0 A L EN T ° 8 S 2 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER �� CGS -------- - -------- p`O THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE --------- --------_-__ SD LSD 128-LF 811SS \p ONE (1) 8 x 6(MJ(FIL x FL)TEE ELBOW N N � � I BEDS,DRAINAGE SWALES). � R SD=pPVC Al 0.50% 8 SS ONE (1) 6 IN (FL x MJ) GATE VALVE (HYDRANT) I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER02820 �-- Q2s=0.77 CFS -- _ R/w= Q100- - CFS SD- ONE (1) 8-IN GATE VALVE (MAIN) SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.IF WATER ��TF OF ��P� �, S3 1 5 I uw aiw l SD &� 2 SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE �4�7 O o 3.2 5 $° i STORM MH 15.1 � PUBLIC WORKS INSPECTOR. 3.2 STORM MH 15.2 5-LF OF 12-IN PVC AT 1.200%/ 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± I Project No.: 120194 STORM INLET 15.2 SUMP: 2522.35 5/3 `PO �L9 SUMP: 2521.71 I Date of Issuance: 04.07.2022 INLET PER ISPWC SD 601 IE IN: 2524.35, 12-IN PVC (S) d STORM INLET 15.3 82.1° to \ IE IN: 2523.71, 12-IN PVC (W) Project Milestone: Permit Set RIM: 2526.95± IE IN: 2524.35, 12-IN PVC (N) INLET PER ISPWC SD-601 'I \ IE IN: 2523.71, 12-IN PVC (SE) SUMP: 2523.41 IE OUT: 2524.35, 12-IN PVC (E) RIM: 2525.82±� o00 'IE OUT: 2523.71, 12-IN PVC (NE) cc SUMP: 2522.78 Q25=1.07 CFS o a Drainage & Utility Plan o IE OUT: 2524.41, 12-IN PVC (N) I IE OUT: 2523.78, 12-IN PVC (NW) Q � v BLOCK 3 100=0.77 CFS \ - Area 4 Drainage & Utility Plan - Area 4 20' 40' Horizontal Scale: 1" = 20' C6mO4 - SheetNotes: - - - - - - - -- T H E - - - SS- - ELBOW SD- SS ONE (1) 8 IN (MJ x FL)45°E � CIO -SD OF 12-IN PVC '� ( ) ( ) 1. COMPLY WITH ALL NOTES ON SHEET C1.00. c„ --�__ _ SD 128-LF SS p ONE 1 8 x 6 FL x FL TEE R/W W R Q _ SD AT 0.50% S ONE (1) 6-IN (FL x MJ) GATE VALVE (HYDRANT) LAND - Qzs-0.77 CFS SD snN R/W-- 100=1,07 CFS 1 5 ONE (1) 8-IN GATE VALVE (MAIN) 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO - -S 2 • 4_(B - STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIANr -- a�w _ W p 3,2 1 5 'LOT CT SO o STORM MH 15.1 a STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS STORM MH 15.2 1 ARE PERMITTED WITHOUT PRIOR APPROVAL. 5-LF OF 12-IN PVC AT 1.20% 48-IN MH WITH FLAT LID PER ISPWC SD-611 48-IN MH WITH FLAT LID PER ISPWC SD-611 ❑ I RIM: 2527.05± 28-LF OF 12-IN C900 AT 0.25% RIM: 2526.79± 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN STORM INLET 15.2 SUMP: 2522.35 AREA 4 (C6.04) 2 s� 82 1° 119 SUMP: 2521.71 ' APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, INLET PER ISPWC SD 601 IF IN: 2524.35, 12-IN PVC (S) STORM INLET 15.3 �p \ IF IN: 2523.71, 12-IN PVC (W) CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. RIM: 2526.95± IF IN: 2524.35, 12-IN PVC (N) INLET PER ISPWC SD-601 �„ \ IF IN: 2523.71, 12-IN PVC (SE) wr THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES - SUMP: 2523.41 - IF OUT: 2524.35, 12-IN PVC (E) + RIM: 2525.82±-i t5O 'IE OUT: 2523.71, 12-IN PVC (NE) BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY IF OUT: 2524.41, 12-IN PVC (N) SUMP: 252 1.07 CFS . , 2.78 q \ a I RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A CC IF OUT: 252378 12-IN PVC (NW) q 25= 0.77 CFS \ \ \ v RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 100= \ THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR \ \ DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO B3L27 R '--------- \ \ I DIGGING. 5,000-SF B3 L26 B3 L25 °v \ 5,044-SF 5,385-SF \ 45°8-IN ELBOW 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT I o MATCH PLANS. rn B3 L24 3.2 I z I 1 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION 5,527-SF I J I ' OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE I I a CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 00 I 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. B3 L23 I I 7. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. 4,732-SF I I I METER SHALL HAVE TRAFFIC RATED LID. 1 � I Water Keynotes: �O 4"PIRR - 4"PIRR I 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER I 4"PIRR MATE NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. - � I R 20 EASEMENT 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN 4" RR WATER NOTE NO.3 ON THIS SHEET FOR MORE INFORMATION. I I a , PI 3. WATER METERS. 4"PIRR 111.25°8 IN ELBOW i ' 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN / 1 STANDARD DRAWING W2. 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN / / STANDARD DRAWING W3. -� 4"PIRR / 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 4��PIRR STANDARD DRAWING W4. / 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER X� CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE // / 1 X �® ' INFORMATION. BLOCK 3 / / ® 5. INSTALL 2-IN BLOWOFF ASSEMBLY(FUTURE WATER MAIN EXTENSION)PER CITY OF MERIDIAN STANDARD DRAWING W-13. / cc/ 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. O 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING SW3. - - er ' 8. REMOVE AND DISPOSE EXISTING BLOW-OF ASSEMBLY. CONNECT TO EXISTING CA 4"PIRR -J 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD(SHOWN APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES.4"PIRR C / „PIRR / // - Storm Drainage Keynotes: �0 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS(C6.10-C6.13)FOR MORE 0 4 PIRR / / '� INFORMATION. 41,PIRR 00 o� / 00 T 2. TYPE I INLET CATCH BASIN PER ISPWC(ACHD SUPPLEMENT)SD-601. / cc ® 11 / cv CC 3. SHALLOW INLET DETACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715. : rn rj / v CA 4. SHALLOW INLET ATTACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715A. 00 // '/ 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC(ACHD SUPPLEMENT)SD-611. y / // ►J Legend: coo COD B3 L34 / 63 L35 / 5,001-SF 5,666-SF B3 L37 / / 4"W 4"FIRE SERVICE Z / // $"W - 8"WATER MAIN 4,630-SF B3 L36 / ' BLOW-OFF ASSEMBLY 4,868-SF / / / In / GATE VALVE 2 STORM INLET 14.2 ONE (1) 8-IN x 6-IN (FL x MJ)TEE CO _ ONE (1) 6-IN GATE VALVE FIRE HYDRANT CA w INLET PER ISPWC (ACHD SUPPLEMENT) SD 601 / I RIM: 2528.69± INSTALL 8 LF 6-IN C900 WATER MAIN / SUMP: 28.69 5 ONE (1) 6-IN FIRE HYDRANT 6 SINGLE WATER SERVICE = ro IF OUT: 2526.15, 12-IN PVC (S) DOUBLE WATER SERVICE 3.1 // / � /- - $"W - EXISTING WATER MAIN O O � 3.2 I I 22-LF OF 12-IN PVC AT 0.25% / " `� �\ 40-LF OF 12-IN C900 AT " cy) 0.25/o CJ i M EXISTING BLOW-OFF ASSEMBLY w 00 a 3.2 --- STORM INLET 14.3 3 � I � � ❑ ' EXISTING GATE VALVE R/W �1_ MTR //INLET PER ISPWC (ACHD SUPPLEMENT) SO I ICC 11.25°8-IN ELBOW R/W zs-0. ONE (1) 8-IN 45°(MJ x FL) ELBOW / RIM: 2528.49± I C EXISTING FIRE HYDRANT Z -� a M � _ ___ q - 56 CFS � ONE (1) 8-IN (FL x MJ) GATE VALVE SUMP: 2524.80 I g�'SS- SEWER MAIN N --- - 8„W 8„ --- - `r g10o=0.79 CFS �� IF OUT: 2525.80, 12-IN PVC (SW) I I a c\ 9 ONE (1) 8-IN 11.25°(FL x FL) ELBOW I I 2 8 d_ ___ ONE (1) 8-IN 22.5°(FL x FL) ELBOW I I I -PIRR PRESSURE IRRIGATION(SIZE NOTED) "' � Revisions 1� 2 103-LF 8-IN C900 I 025=0.56 CFS I I ;:-/In City of Meridian Standard Notes: a SS S saN 1 `5 � g100=0.79 CFS LU SS 8 I I 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN a� S 2 \ I I THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS W BECKy SS- 8"l4/ r�S O - I I WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL T C T s° SS � I I - -- -- - -__-_-__ p- S i I I � CONSTRUCTION NOTE N0. 1. ---- 9p° SD- �S 2 I 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE qzs 0.56 CFS INFILTRATION BASIN 14 1 W - 127_ SS O � � WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A �SD � T g1oo=0.79 CFS R 7-LF OF 12-IN PVC AT 0.71% LF OF 12'IN C900 AT p 1% SD SAN 0 i - I MINIMUM OFTEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN SD I I NO NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES 3.2 so 5 SL7 O AT 0.2 o I OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN SD F 12-IN PVC I I ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING STORM MH 14.2 SU � I I WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER 48-IN MH WITH FLAT LID PER ISPWC SD-611 aiw SD I RULES (IDAPA 58.01.16). RIM: 2527.71± SUMP: 2524.10 I 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER IF IN: 2526.10, 12-IN PVC (N) 3.2 V- IE: 2525.50 I I SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE � IF IN: 2526.10, 12-IN PVC (S) \` j I I cc IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO IF OUT: 2526.10, 12-IN PVC (E) A I I CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE V CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE STORM INLET 14.1 N �� II 'I IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND INLET PER ISPWC ACHD SUPPLEMENT SD-601 I SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). AL ( ) RIM: 2528.69± ------------- /` I 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER � �G S ENG SUMP: 2525.15 i I THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE IF OUT: 2526.15, 12-IN PVC (N) 63 L400-SF RIW- STORM MH 14.1 � I I BEDS,DRAINAGE SWALES). 68 5,00 -s �_ 48-IN MH WITH FLAT LID PER ISPWC SD-611 aiw I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 04/07/2022 RIM: 2528.81± SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.IF WATER s�-1 OF \' PD) 3 2 SUMP: 2523.70 ' SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE IF IN: 2525.70, 12-IN PVC (W) / � PUBLIC WORKS INSPECTOR. Esw'G IF IN: 2525.70, 12-IN PVC (NE) IF OUT: 2525.70, 12-IN PVC (E) `r B3 L39 I Project No.: 120194 5,447-SF Date of Issuance: 04.07.2022 B3 L38 Project Milestone: Permit Set 4,769-SF y - 4'PIR Drainage & Utility Plan a _ �4"Plpp - Area 5 Drainage & Utility Plan - Area 5 2°' 4°' 6mO5Horizontal Scale: 1" = 20' IB3L52 Sheet Notes: ..i ,►... BLOCK 3 6,042-SF -� '�� THE 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � W_ 3.2 L AND 3.2 ' . MTR 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO MTR STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN GROUP R/W _ R/W :FT-T STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS N U) c ARE PERMITTED WITHOUT PRIOR APPROVAL. cn 3.2 9- 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN J ----------- __ 22.5°8-IN ELBOW �' MTR APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, 8"W 8"W 8 W $" � \��,, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES 2 2 2 ' BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY _ _ _ _ _ �. )4�F RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A c� S - 8"SS $"SS snN 8/�y c� RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. W ALTITUDE ST C9pp THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR UJ DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO r 8� DIGGING. 2 45°8-IN ELBOW _ -_ - -----�-------------------------�_-_- - - - --------------- BASS � � - - - _ 4 CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, ` a CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO - R/W R R `"7� R �l2 �' CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT /W MATCH PLANS. aiw - \`�� sAN �0 \ INFILTRATION BASIN 13 ❑1 aiw / / 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 3.2 CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. STORM INLET 13.3 , I INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 a,C? / I I 6. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS PER ISPWC SD-403. RIM: 2528.31 1 7. LABEL/TAG EACH WATER METER SETTING WITH LOT AND BLOCK SERVED BY METER. SUMP: 2524.95 0 I I METER SHALL HAVE TRAFFIC RATED LID. IE OUT: 2525.95, 12-IN PVC (E) Water Keynotes: �O 1. POTABLE/NON-POTABLE WATER MAIN CROSSING. SEE CITY OF MERIDIAN WATER � 22.5°8-IN ELBOW / / NOTE NO.2 ON THIS SHEET FOR MORE INFORMATION. B4 L3 B4 L2 B4 L1 - o o L --- 2. POTABLE/NON-POTABLE WATER SERVICE CROSSING. SEE CITY OF MERIDIAN 5,000-SF 5,000-SF II IE:2525.80 4,958-SF 'i I II � 1 �II / WATER NOTE N0.3 ON THIS SHEET FOR MORE INFORMATION. D SD I I l 3. WATER METERS. 3.1. INSTALL 1-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 900 STANDARD DRAWING W2. Q I I 3.2. INSTALL 3/4-IN DOUBLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 29-LF OF 1I2-IN PVC AT 0.25% o °o I 30-LF OF 12-IN PVC AT 0.25% STANDARD DRAWING W3. 3.3. INSTALL 2-IN SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN 1 STANDARD DRAWING W4. 64 L18 -n I c�'n °C I i' STORM INLET 13.4 r 4. SECONDARY IRRIGATION SOURCE. INSTALL 2-IN WATER SERVICE CONNECTION PER 5,780- F I I I I INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 / CITY OF MERIDIAN STANDARD DRAWING W4. SEE DETAIL 1/C7.13 FOR MORE I RIM: 2528.31± / INFORMATION. - J SUMP: 2524.88 I IE IN: 2525.88, 12-IN PVC (W) 5. INSTALL 2-IN BLOWOFF ASSEMBLY(FUTURE WATER MAIN EXTENSION)PER CITY OF 4"PIR A"PI 4"PIRR IE OUT: 2525.88, 12-IN PVC E R 4"PIRR - - I MERIDIAN STANDARD DRAWING W-13. - i i I O I 6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8. 6 BLOCK 4Id CD rn 7. INSTALL STANDARD SERVICE MARKER PER CITY OF MERIDIAN STANDARD DRAWING z SW3.LLJ - = °O Ia / 8. REMOVE AND DISPOSE EXISTING BLOW-OF ASSEMBLY. CONNECT TO EXISTING CA cc' o a J o I 8-INCH WATER MAIN PER ISPWC AND MERIDIAN PUBLIC WORKS STANDARD(SHOWN I L, N APPROX.). INFORM ENGINEER OF ANY DISCREPANCIES. INFILTRATION BASIN 12 u U i Storm Drainage Keynotes: �0 I. a I / 1. INSTALL INFILTRATION BASIN. SEE INFILTRATION BASIN DETAILS(C6.10-C6.13)FOR MORE Zp I / INFORMATION. a -cq cc o I 2. TYPE I INLET CATCH BASIN PER ISPWC(ACHD SUPPLEMENT)SD-601. j W r�-p J I 3. SHALLOW INLET DETACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715. IE: 2526.54 I 5 B4 L15 B4 L16 B4 L17 I °p � jl o � STORM MH 13.1 5,000-SF o I 4. SHALLOW INLET ATTACHED WALK PER ISPWC(ACHD SUPPLEMENT)SD-715A. 5,o00-SF 5,000- J o o a 48-IN MH WITH FLAT LID PER ISPWC SD-611 rn � RIM: 2527.94± / 5. INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC(ACHD SUPPLEMENT)SD-611. 2 STORM INLET 13.1r o U) � Q c, -nCa r � ,1 T r SUMP: 2524.33 INLET PER ISPWC (ACHD SUPPLEMENT) SD-601- c� L) Z 1 � / Legend L o - - IE IN: 2526.33, 12 IN PVC (W) ■ RIM: 2529.13± � o SD IE OUT: 2526.33, 12-IN PVC (N) SUMP: 2525.60 o Ilo o IE OUT: 2526.60, 12-IN PVC (NE) 7``6S° p a 4"W 4"FIRE SERVICE 6S° 24-LF OF 12-IN PVC AT 0.82% a ICIO $"W - 8"WATER MAIN 32-LF OF 12-IN PVC AT 0.22/o / BLOW-OFF ASSEMBLY ° •t r in Pn - �' 4" / n jRB GATE VALVE 3. 3 2 00 STORM INLET 13.2 MTR MTR 99-LF OF 12-IN PVC AT 0.25%-1+0 " 1 < INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 FIRE HYDRANT CA w "' r RIM: 2529.04± SUMP: 2525.53 „ SINGLE WATER SERVICE _1 VV _ L-LR70 /W ,�' i IE IN: 2526.53, 12-IN PVC (SW) U„ DOUBLE WATER SERVICE cc IE OUT: 2526.53, 12-IN PVC (E) / Q = r �* �t �, 8-LF 8-IN C900 / - $"W - EXISTING WATER MAIN E � -------- -- -- 1=0 3 g W 8„W INSTALL 18 LF 6-IN C900 WATER MAIN EXISTING BLOW-OFF ASSEMBLY 6 w 00 8 W ONE (1) 6-IN FIRE HYDRANT O a_ �''� � 2 2 1 � i � EXISTING GATE VALVE � - EXISTING FIRE HYDRANT Z � M _ S CC "SS 8"SS - - p V 8"SS - - On[+C+ � U"SJ SAN I / co W AILERON ST O JJ $"SS- SEWER MAIN a NCD W 025=0.63 CFS & / cy) ;2_> Q 0.88 CFS 6° -PIRR PRESSURE IRRIGATION(SIZE NOTED) a - T --- - T 100= ONE (1) 8 x 8 x 8 x 6 (FL x FL) CROSS ----------- _ _ :o::::e:: I ONE (1) 6-IN (FL x MJ) GATE VALVE (HYDRANT) Q � 13.1 Revisions 1 THREE (3) 8-IN GATE VALVES (MAINS) City of Meridian Standard Notes: - R - R °O 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN 1' / THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS aiw 3 1 aiw ` o WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL / CONSTRUCTION NOTE NO. 1. 3.2 o' STORM INLET 12.1 � 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE INLET PER ISPWC (ACHD SUPPLEMENT) SD-601 z WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A RIM: 2529.40± U_ ® MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN SUMP: 2525.79 I NO NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES M / OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN IE OUT: 2526.79, 12-IN PVC (N) r ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING cc ® / WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER CL oo v I I RULES (IDAPA 58.01.16). V o 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER Bt L22 SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE B1 L23 B1 L24 31 L25 IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO 5,071-SF 5,070-SF 5,070-SF ,247-SF / ( )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). ANAL 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER � �G\S ENG THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGEcc N BEDS,DRAINAGE SWALES). 68 BLOCK 1 / 04/07/2022 O° s® 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 0 / SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.IF WATER �,TF OF oP� °C ® SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE 14 SW I I ® PUBLIC WORKS INSPECTOR. I I �� I I 4 PIRR 4"PIRR - -I 4_'PIRR - - - - - - - - - - - - - - - - - - - Project No.Issuance: 120194 2022 Date of Issuance: 04.07.2022 - - - - - - - Project Milestone: Permit Set 5 Construction Documents a Drainage & Utility Plan Drainage & Utility Plan - Area 6 2°' 4°' Area 6 6mO6Horizontal Scale: 1" = 20' SD B3 L12 SD - - - 4"PIRR 4"PIRR 7,828-SF Sheet Notes: ��,, R/W R - THE SD SD STORM MH 1.1 - r - - - - R - 4"PIRR - 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. r� F-'PA4 s � I STORM INLET 1.2 '- ' ' � � � I ' �.I� 2.97 LAND `V �� 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 � `JO - 5'59 PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ' G R OUP PII R 6.05' TB: 24.22 1 �r `? ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. � I / / BB: 23.76 N o 3 / I 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE 7 oo° 000 - / IE: 2522.22 "'� / TB: 24.70 -- 3 5.53' BY THE FOLLOWING ABBREVIATIONS: 2526 -- STORM INLET 3.2 I 1 " BB-BOTTOM OF BASIN 7.96 f- 6.54 ��o IE: 2523.20 I I I � I BM-BOTTOM OF BERM D N I FF-FINISH FLOOR 3 I S SD I I SD S SD I INFILTRATION BASIN 3: a FIG-FINISHED GRADE INFILTRATION BASIN 1: 1 4.0:1 N I VOLUME: 1,780 CU FT FL-FLOWLINE 3 2 \ IE: 2523.20 I C, I � I BOTTOM OF BSM: 2521.76 GB GRADE BREAK `v IE: 2523.76 VOLUME: 1,600 CU FT I I EST. HSGW: 2520.4 I I BOTTOM OF BSM: 2521.� o i I HP-HIGH POINT � 4.0:1 STORM INLET 2.2 \ I EST. HSGW: 2520.22 ,.� 4.0-1 BB: 23.20 � � I LIP- LIP OF CURB N I INFILTRATION WINDOW: 63 SF LP-LOW POINT 4.0:1 I INFILTRATION WINDOW: 135 SF \ ( I I IN INFILTRATION RATE: 7.0 IN/HR (GP LAYER) I I 4.0:1 I MX-MATCH EXISTING BB: 22.22 INFILTRATION RATE: 3.0 IN/HR (SM LAYER) I I I I EST. BOTTOM OF ROCK: 2519.0 EST. BOTTOM OF ROCK: 2517.0 _ I I ( I I TA-TOP OF ASPHALT INFILTRATION BASIN 2: I�? a TBC-TOP BACK OF CURB \ I a a I I �, I Cn `* TB-TOP OF BASIN VOLUME: 1,295 CU FT �' I I I I I TIC-TOP OF CONCRETE I 1 BOTTOM OF BSM: 2521.20 TG-TOP OF GRAVEL ' EST. HSGW: 2519.7 R10 I TM -TOP OF BERM 5 I I I I � I 1 I I I I � °C co I I I TR-TOP OF BRIDGE 62iL1 I ,1, I o I INFILTRATION WINDOW: 108 SF - - 3,914-SF I I � 62 L2 I I I INFILTRATION RATE: 3.0 IN/HR (SM LAYER) 6; I I I TW-TOP OF WALL s,000-sF I I I N EST. BOTTOM OF ROCK: 2518.5 I I I I 252� sg 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 4.0:1 I co 33-11 5.46' 3 4.0:1 I I 14 - ( 6 86 5,000-SF I I I I 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND _ �- I I I I I PROFILE SHEETS. M � I I - Cn R7.5' 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND I 1 1 UTILITY PLANS. - I I 4.0:1 , I - � l 4.0:1 M I I I �5ti z I I 4.0 I B6: 22.22 I I I I I I Sheet Legend: I I I iB: 23.76 � 3 I N I I I N I I I rn DRAINAGE WINDOW o o RIPRAP IE: 2522.22 I - - I 1 I ( 3 -- � 5.95' fa 1 I I I I I I 1 BIORETENTION SOIL MEDIA / TB: 24.70 I I i IE: 2524.29 6.3' I s 7.18 / TB: 25.78 _ -`--� �� Keynotes: # � �S BB: 23.20 / 5.79' s \ v, ai TB: 24.22 26 / � 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER loe `s�'� �� C/:) ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER DESIGN C4 ,p MANUAL, APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. � � \`� � 2. INFILTRATION WINDOW PER BMP 30 (DETAIL 2/C6.50). EXTEND 1-FT INTO FREE - - R/W - - - i \ DRAINING SOIL. � R/W B3 L12 R/W 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) cc PER ISPWC (ACHD SUPPLEMENT) SD-628. 7,828-SF Infiltration Basin 1 Infiltration Basin 2 Infiltration Basin 3 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE INFORMATION. Scale: 1"=10' 2 Scale: 1"=10' Scale: 1"=10' CIO CA y� J 5 p3 '` N v I I 4,0.r/ - - - - - cn I N 4"PIRR 4"PIRR 4"PI R 4"PIRR / ;`' -- ---- ---- ------------------- cn "' I M STORM INLET 61 CA cc � \ w R/W `� - I F � �� I ■ N v TB: 26.69 � o 70 L: 26.35 W I ,,� TB: 27.28 o n TB: 26.94 �;.) 0 4 ro1U) cc E � 16.68' CJ " M H 4"PIRR - 411 4" 41F 00 I' c) o TB: 26.69 i o v' N U) � z 4' 4 h I , N TI I - Q M ❑❑1 2 INFILTRATION BASIN 4: 5 cc - MH7.3 IN I 1 I IN BOTTOM OF BSM 2523.68 14.0:1 STORM R192 N J EST. HSGW: 2520.8 SD SD SD- 26.19 I Revisions 2 o FL: I - INFILTRATION WINDOW: 12 SF I _ 3.38, ( ) STORM INLET 4.1 j INFILTRATION RATE: 7.0 IN/HR GP LAYER I 3 `" n EST. BOTTOM OF ROCK: 2519.75 I I I 4.0:1 cod IE: 2525.68 �� I Ir o INFILTRATION BASIN 6: _�- I 2.03' � I* 4 I 2528 I I I VOLUME:370 CU FT // 4' NR45 I 1 2 / / I I I BOTTOM OF BSM: 2523.94 - I I � N I I � I I � I BB: 25.68 / INFILTRATION BASIN 5. I I EST. HSGW: 2521.6 co / ❑1 ❑2 STORM MH 7.2 N / / VOLUME: 200 CU FT BB: 26.281 /y 4.0:1 BB: 25.94 BOTTOM OF BSM: 2524.28 - I I I INFILTRATION WINDOW: 16 SF I I / d v"'i EST. HSGW: 2520.75 I I I I INFILTRATION RATE: 7.0 IN/HR (GP LAYER) �/� � "' I 2 ,� I SD SD SD EST. BOTTOM OF ROCK: 2518.1 I I N l J q 0. 503'x INFILTRATION WINDOW. 10 SF TB. 27.28 ( I I I ( ,� ( 3 N /Q / INFILTRATION RATE: 7.0 IN/HR (GP LAYER) / EST. BOTTOM OF ROCK: 2520.0 "' //-f ) STORM INLET 5.1 3.9TCn STORM MH 7.1 N �3 R 4LL 4.0:1 I I r / * 4 ' SD 5D SD N v' \ ti "' BB-5.94 i i ��pG\S cli � I � TB: 26.69 c --- °°°°°°°°°°°° � I. N 68 04/07/2022 TB: 27.28 � I `n s o I �' 3 / - j I JgTE0 \�P� / IE: 2525.94 - ------ � ESW.G 1 I I N I � T626.94 U) o U) Project No.: 120194 If N 28 - Date of Issuance: 04.07.2022 SD SD D SD I Project Milestone: Permit Set N I � ;'I STORM INI R192' 42 o I I / I Infiltration Basin W Details Infiltration Basin 4 Infiltration Basin 5 Infiltration Basin 6 1 Scale: 1"=10' Scale: 1"=10' Scale: 1"=10' C6ml 0 i Sheet Notes: �� ,�_„ - M a „�/a M/U _ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. !V ��' T H E w 2529 o i 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS LAND SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN • - - GROUP �� PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE p ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE FOLLOWING ABBREVIATIONS: o 115.25' - ,moo i BB-BOTTOM OF BASIN -- - � I BM-BOTTOM OF BERM �I�I�I b H�d��b �lald�� ,�----- �� TB: 27.51 TB: 26.69 ,q)S I FF- FINISH FLOOR - I FG-FINISHED GRADE \ - FL: 25.72 \ I \ I FL-FLOWLINE HP HIGH POINT AK � INFILTRATION BASIN 7: Fl]F2] 1 FL: 25.84 VOLUME: 1,560 CU FT \ i LIP-LIP OF CURB BOTTOM OF BSM: 2522.18 B3 L31 \ I i LP-LOW POINT I s,oao-sF MX-MATCH EXISTING 2526 \ EST. HSGW: 2521.15 , \ 4 i TA-TOP OF ASPHALT 7.34' 4.0:1 \\ 2525 \ INFILTRATION WINDOW: 55 SF sss' �\ o 9 99 I i TBC TOP BACK OF CURB I � 11' �\ / 1 INFILTRATION RATE: 7.0 IN/HR (GP LAYER) �I` � /l TB TOP OF BASIN EST. BOTTOM OF ROCK: 2520.3 /X �, TC_TOP OF CONCRETE FL: 25.53 \1 TG TOP OF GRAVEL r BB: 24.18 Icri �� TM-TOP OF BERM I El INFILTRATION BASIN J 8: I 5 TR-TOP OF BRIDGE N I --- �/ VOLUME: 2,900 CU FT o \ p,A� �� TW-TOP OF WALL / BOTTOM OF BSM: 2522.50 I � 24.18 / FG: 27.45 9L EST. HSGW: 2521.4 4.0:1 \ \ 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 4< M ------ �/ <�I _ INFILTRATION WINDOW: 100 SF ' �� 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND-- F�L: 25.67 N INFILTRATION RATE 7.0 IN/HR (GP LAYER) \ - EST. BOTTOM OF ROCK: 2519.5 ��:� \ �\ PROFILE SHEETS. 4.6T u� FG.28.55 \ 1' * y 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND 0 4 9 - - 3 - HEII&V �J>lld�ti UHId b - \ UTILITY PLANS. FG: 27.34 �`' \ TB: 26.68 - OS as OS (IS OS (IS OS OS R3 IE: 2525.09 \\ CID co cV ' 3 \ - 2528 - '` N - 8.1' IE: 2525.97 o N M BB: 24.50 \\ Sheet Legend FG:28.50 FG: 28.55 "' ' \ \ DRAINAGE WINDOW RIPRAP FL:26.00 = M/H M/H M/H M H M/H M/H WEI WEI M/H N7, N 1 BIORETENTION SOIL MEDIA STORM INLET 7.2 2S o� s 28 0 000000000000 ` o00000000000 T 000000000000 1 -------------- --------------- 000000 -------------- ----------- -- -- ------------------------------------------------------------------------------------------- STORM o o INLET 7.3 \\\ \ 0 Keynotes: M M M M M M M M M M M M M M M M M M M M M M M M 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER D" ESIGN O- y MANUAL,APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. TB: 27.50 \ � 2. INFILTRATION WINDOW PER BMP 30 (DETAIL 2/C6.50). EXTEND 1-FT INTO FREE - - - - ,_2529 o - - - - - - - - - - ��__-__�� DRAINING SOIL. h STORM MH 7.2 "' STORM MH 7.1 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S - �� '� 4.6' 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) z PER ISPWC (ACHD SUPPLEMENT) SD-628. Infiltration Basin 7 Infiltration Basin 8 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE 2 INFORMATION. CA Scale. 1 =10 Scale. 1 =10 - CA CCz -- �' CJ Z N ' I 2527 CA w EP EP EP - EP - - EP - P - � T TB28.68 O° - o O Cc o cfl 50.45' 4; STORM INLET 10.2 E C.0 C I I -------- ----------------_ I sD-� CY) C\i00 10' 0 RS -2528 - - - - - - - - \ SO ) Cz- - SD I z cz 2527 3D ' M a q I N I \\ ---------- - `�' cN .0. r I STORM INLET 9.3 \ 76.14' 1. I --------------------------------------- I S \ \\ h IE: 2526.261 SAN Revisions 1� �101 - - - - - -2526 - - - - - - - - \\ \\ rS 4.0:1 1 N 1. 810, / BB: 24.51 o IE: 2525.00 D N 2525 v 3 1 2 INFILTRATION BASIN 10: \\ \\ \ \ $3 `----------- LL07111 a - D '' VOLUME: 2,225 CU FT 50 \ - TB:26.51 BOTTOM OF BSM: 2524.18 \ 0 IE: 2525.30 i EST HSGW: 2523.1 \\ \ � I INFILTRATION WINDOW: 75 S` F \ --------- a ----------------------------- I \ \ _----_ INFILTRATION RATE: 7.OIN/HR (GP LAYER) INFILTRATION BASIN 9: 85.981 QjR EST BOTTOM OF ROCK: 2523.1 \\ \ VOLUME: 2,500 CU FT - BOTTOM OF BSM: 2522.51 2527 \\ \ - 4"PIRR 4"PIRR 4"PIRR - 4"PIRR INFILTRATION WINDOW: 200 SF --------- ----------- \ \ TB: 28.68 INFILTRATION RATE:3.0 IN/HR (SM LAYER) EST. BOTTOM OF ROCK: 2521.5 dp \ 1 ��ZON L LNG ti�ti GiRR 68 RIW SO s 04/07/20220 of \�P� W.G � �s STORM INLET 9.2 Qj yp Project No.: 120194 B1 L13 -- R9 /RR\ Date of Issuance: 04.07.2022 6,751-SF p - M Project Milestone: Permit Set Infiltration Basin - Details Infiltration Basin 9 Infiltration Basin 10 Scale: 1"=10' Scale: 1"=10' --- C6ml 1 5� Sheet Notes: ---- ----- --- ------------- cc: \ 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. r� T H E L AND SAN ` ` 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN N R R� ` da�� PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ' GROUP ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE Qa BY THE FOLLOWING ABBREVIATIONS: N BB-BOTTOM OF BASIN - % \ TB: 28.0 TB: 27.03 4 oo BM-BOTTOM OF BERM A � �� FF-FINISH FLOOR 6 3 �L FG-FINISHED GRADE \ 3 I' Ft�35` FL-FLOWLINE IE: 2525.78 cc GB-GRADE AK CIO ' I �' TB: 27.80 �X °- HP-HIGH POINT S SD SD _-� SD �o I T' LIP- LIP OF CURB \ LP-LOW POINT STORM INLET 11.2 i I I Cl- B4 L1 I / MX-MATCH EXISTING 4,958-SF 41 1 ` �`L / I TA TOP OF ASPHALT BB: 2 54 ti / STORM INLET 13.3 / TBC-TOP BACK OF CURB 4.0:1 I I I I I �I / tl TC-TOP OF BASIN CRETE �i1 I I I N I �� INFILTRATION BASIN 13: j 9j N I I VOLUME:3,630 CU FT `� oc, / TG-TOP OF GRAVEL � BB: 25.78 I I SD / i BOTTOM OF BSM: 2523.80 TM -TOP OF BERM I EST HSGW: 2522.75 TR-TOP OF BRIDGE "' ! 3: I I I I ' I �� INFILTRATION BASIN 12: I I I � I BB: 25.80 � VOLUME: 1,270 CU FT I / 1 TW-TOP OF WALL INFILTRATION WINDOW: 300 SF / BOTTOM OF BSM: 2524.54 I / _ EST HSGW: 2523.2 INFILTRATION RATE: 3.0 IN/HR (SM LAYER) 5tij T 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. 4.0:1 I / ti/ 1 ' 1 EST BOTTOM OF ROCK: 2522.8rr � I I INFILTRATION WINDOW: 100 SF I I I I 95, E 10 ' 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND INFILTRATION RATE: 3.0 IN/HR (SM LAYER) I I I I G 1 /// , 1 PROFILE SHEETS. EST BOTTOM OF ROCK: 2523.5 i 2.5' i 1 1 1 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND ` I I I I I B4 L8 I � � 1 � 1 UTILITY PLANS. Cn 5,000-SF I Cf) B4 L18 I� �� I 5,780-SF I I 1 I I � I 4.0:1 I Sheet Legend: I I I \ 8.12 M , DRAINAGE WINDOW � RIPRAP cn I I I INFILTRATION BASIN 11: 1 2 I I \ oU o VOLUME: 1,135 CU FT �� v BOTTOM OF BSM: 2523.78 4 91 4 5 EST HSGW: 2521.9 I I fj , , BIORETENTION SOIL MEDIA L I N INFILTRATION WINDOW: 100 SF I N I I � rn INFILTRATION RATE: 3.0 IN/HR (SM LAYER) o� I / / EST BOTTOM OF ROCK: 2523.5 IRR - - 4 PIRR Cl) I Bq L9 I STORM INLET 13.4 / Keynotes: # O Is,szB-s I I i i T � i i I IE: 2525.80 CO1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER 4 I -SD-SD SD SD -�O I 1 ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER DESIGN y _ I ` MANUAL, APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. � a l4.01 = II I I I I 4.0:r3 I 2. INFILTRATION WINDOW PER BMP 30 (DETAIL 2 C6.50). EXTEND 1-FT INTO FREE cn I I I I I i i 1 N DRAINING SOIL. 4.0:1 Q 111W 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) PER ISPWC (ACHD SUPPLEMENT) SD-628. cn I I I I I' LO I I I I I 1 1 Cn I I C\J I I I a r, 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE - - 4"PIRR I I I i INFORMATION. CA CA I I I I BB: 26.54 I I i i I I 1 ' I 1 3 I I I I I 1 1 NNCJ �66: 25.7s 4.0:1 1 co 4.0.1 M N�JI I � I - 10 _�I 1 IE. 2h6.54 I h N rr N n LB2 sIE: 2525.80BB: 25.80 43 B4 L17 TB: 28.04 4.54 I N ' 70 I 5,000-SF Cz N M co T C N ' � � �, M ' 00 I I I I , cc, / a ) Q I I d I I ' ° N C z LIZ Lo 1 I / Z M •2 Infiltration Basin 11 Infiltration Basin 12 I 1 N Q M p I co 1 i Scale: 1"=10' Scale: 1"=10' ( / M Revisions 1� Ln 1 1. N o 1 I II= w I 1 N N 1 N I I 1 I 1 I o / TB: 27.80 Z, STORM INLET 13.2 ZONAL EN D SD SD 68 SQ � i �- � s 04/07/20220 i �qTE OF \�P� DES W.G Project No.: 120194 I Date of Issuance: 04.07.2022 Project Milestone: Permit Set 4'PIRR X?IRR Infiltration Basin Details Infiltration Basin 13 o3a 3 �a Scale: 1"=10, C6ml 2 25412540 2 Sheet Notes: - T H E 2542- �� 254= 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. w- �� 2541-- �� 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS L AND - 254p -__ ---- --- UP � � SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN --- PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE 253g 2538 ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 2537 -- 3. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE 2536 -- BY THE FOLLOWING ABBREVIATIONS: BB-BOTTOM OF BASIN 2535 BM-BOTTOM OF BERM FF-FINISH FLOOR aid„ti 2534 FG-FINISHED GRADE aald,b 2533 FL-FLOWLINE s GB-GRADE BREAK - ---------- 2532-_ aald„ti HP-HIGH POINT - ________ 2531 LIP- LIP OF CURB LP-LOW POINT _ 2528 2530 MX-MATCH EXISTING o _ TA-TOP OF ASPHALT - -------- --__ Hard„ti 126 84, TBC-TOP BACK OF CURB TB-TOP OF BASIN 2527 - _ aald„� 'o \ --- TC-TOP OF CONCRETE \ \ 2526 __ aa�d� TG-TOP OF GRAVEL _ - o _ - TM -TOP OF BERM TR-TOP OF BRIDGE _ TW-TOP OF WALL 55 �-, \ aaid, 4. ADD 2,500-FT TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. - \ -------- ---------- (BB25.50 \ 5. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN AND \ - - ------ ------------ 1 / PROFILE SHEETS. o TB: 27.51 IE: 2525.50 0 6. FOR ADDITIONAL INFORMATION ON STORM SYSTEM, SEE THE DRAINAGE AND - - - - - - ---- UTILITY PLANS. -------------- INFILTRATION BASIN 14: o - - - - - - - - - - - - - - - - - - Sheet Legend: El E VOLUME: 3,300 CU FT - - - - - - - - - - - - - - - - - - - DRAINAGE BOTTOM OF BSM: 2523.50 EST. HSGW: 2522.50 o�00 INFILTRATION WINDOW: 275 SF o INFILTRATION RATE: 3.0 IN/HR (SM LAYER) ------ U' BIORETENTION SOIL MEDIA EST. BOTTOM OF ROCK: 2522.50 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o Z Keynotes: F±1Q 1. INSTALL INFILTRATION BASIN WITH 24-IN OF BIORETENTION SOIL MEDIA PER - ACHD BMP 30. SEE MOST RECENT VERSION OF ACHD STORMWATER DESIGN y M/EI o MANUAL, APPENDIX F FOR BIORETENTION SOIL MEDIA SPECIFICATIONS. 2. INFILTRATION WINDOW PER BMP 30 (DETAIL 2/C6.50). EXTEND 1-FT INTO FREE STORM INLET 14.3 DRAINING SOIL. --M � -------- 3. INSTALL INLET PROTECTION APRON AND FLOW SPREADER (RIPRAP OPTION) M PER ISPWC (ACHD SUPPLEMENT) SD-628. Infiltration Basin 1 /1 4. INSTALL OPEN DELIVERY CHANNEL. SEE LANDSCAPE SHEETS FOR MORE Q '�F INFORMATION. / Scale: 1"=10' CA - CA R/W R/W R/W R/W R/W R/W RAN CJ U) Q Q INFILTRATION BASIN 16: _ n 2526 VOLUME:4,700 CU FT _ B3 L4 _ BOTTOM OF BSM: 2520.70 0 216,936-SF o EST HSGW: 2519.7 CA w - T - INFILTRATION WINDOW: 80 SF / INFILTRATION RATE: 7.0 IN/HR (GP LAYER) N / \ EST BOTTOM OF ROCK: 2519.70 O Qro 2525 E= C.0 � o 5�68 o. - 9.81' o Q 0 °o _-'� 6.95 - o \ c:) /� Q� ---------- 64.19 TB: 24.45 ____ - - - - - - - - Lo cam, °' --__ - - - - 0 16' ` \ �� TB: 25.26 tt (/ \ �- -- � --------- c� � q I \\� I M .9r / \ I I \\ o' - / Revisions 3 / c BB: 23.51 0 \ R5 I I *- 10' �/ �'• \\ BB: 22.70 // // IE:2523.51 y I i / \\ // // i WI / / Ile 02 i 2q ` / / // ,�// Off, I I ' R5 \ `�� \\��-�/ /// ��" / /� ��D / I 2526 ti / Ile // // �� 2524 // / // / TB: 24.45 \ \\ \ h I / / / // js /r ,\ IN. �BB: �� \S�S \� / / \ \ \„ o �� / \ \R10, / / No / 10, -01 / INFILTRATION BASIN 15: Q Q cr TB: 25.26 \ `- \ VOLUME: 4,375 CU FT \` / BOTTOM OF BSM: 2521.51 2S2S -`-_ ,/ 2 8 EST HSGW: 2520.50 -------------- s04/07/20220 29.85' �qTE OF \�P� INFILTRATION WINDOW: 160 SF � �' DES W.G INFILTRATION RATE: 7.0 IN/HR (GP LAYER) EST BOTTOM OF ROCK: 2520.00 ,' 1s Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Infiltration Basin Details Infiltration Basin 15 , \ Infiltration Basin 16 / Scale: 1"=10' Scale: 1"=10' C6ml .'L� - �_ , T H E LAND GIRR STRUCTURE .5 MI 1 GROUP 1 ' O 5' MIN MIN NON-SEALED ISOLATION 44 BOTTOMWIDTH ELL JOINT PER DETAIL 3/C2.50. a BELOW 2' MIN CONC CURB 1-1/2"FINISH GRADE SOD 5% SIDEWALK <2% SLOPE � ' ` � I' 2% MIN. SLOPE 1/8„/FT. MAX. SLOPE 1/4"/FT. AREAS, 1 FINISH GRADE SVOpE • SEED AREAS IV/ PX . . III=III=III— = BIORETENTION SOIL F NATIVE MATERIAL TOPSOIL AS SPECIFIED_ _ =III—I I I�III MEDIA, COMPACTED � 4"DEPTH OF BASE COURSE PER TO 95% DENSITY z ��` UNCOMPACTED BIORETENTION SOIL SPECIFICATION SECTION 312000 BEHIND CURB z o SUBGRADE MEDIA, SCARIFY SUBGRADE 3" MIN BEFORE BIORETENTION SOIL Q o INSTALLATION —I I—I I—I I—I I—I I—I I—III—I I PLANTINGS n G_ III—III—III—III—III—III III=III- SEE NOTES v, CHOKER LAYER ASTM #8 COMPACTED SUBBASE PER OPEN—GRADED FRACTURED SPECIFICATION SECTION 24" AGGREGATE BEDDING COURSE 312000 BIORETENTION 2" THICK SOIL MEDIA OPTIONAL GRAVEL LAYER FOR SECTION WITH CURB ADDITIONAL STORAGE MUST BE N.T.S. ABOVE SEASONAL HIGH GW NOTES: 1. INSTALL CONTRACTION JOINTS AT 10'O.C. 2' MIN 5' MIN 1' WIDTH PER SIZING REQS MIN BOTTOM CELL 1 12-IN Mow Curb WIDTH 2' MIN Scale: 1" = 1' EDGE OF 1"-2>' ,, �, PAVEMENT OR 1"-2" 8" THICK 5% 15% —SIDEWALK S2% SLOPE RIBBON CURB }, �4 tijgX �APX S�OpE BIORETENTION SOIL NATIVE MATERIAL MEDIA, COMPACTED TO 95% DENSITY z UNCOMPACTED BIORETENTION SOIL BEHIND CURB z o 3 SUBGRADE MEDIA, SCARIFY SUBGRADE 3" MIN 5 Q 0 BEFORE BIORETENTION SOIL a 0 INSTALLATION PLANTINGS a_ Li SEE NOTES cU) CHOKER LAYER ASTM #8 MAX HSGW OPEN—GRADED FRACTURED O 24" ELEVATION AGGREGATE BEDDING COURSE BIORETENTION 2" THICK SOIL MEDIA SECTION WITHOUT CURB OPTIONAL GRAVEL LAYER FOR ADDITIONAL STORAGE MUST BE � N.T.S. ABOVE SEASONAL HIGH GW NOTES: 1. SEE NOTES ON SHEET 2 OF 3 2017 BIORETENTION SWALE STANDARD DRAWING O ACHD S ORDELAR DESIGN NE BMP 30 SHEET 1 OF 3 AND BMP 30 - Bioretention Swale CA 2 Scale: NTS CA CJ ro O 0 " � C M a00 _ Cz z a � � a M � CD� Revisions 1. ON A L ��rG �F GAS - 68 04/07/2022 T�gTE OF DES W.G Project No.: 120194 3 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents a Utility Details � = C6m5O Mao Sheet Notes: . -4 I I r I I I I 1. COMPLY WITH ALL NOTES ON SHEET C1.00. T H E � I i 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO . LAND CrII I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),CITY OF MERIDIAN `" i t STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS . GR OUP I I 6 j t � I ARE PERMITTED WITHOUT PRIOR APPROVAL. 4 I I I t - - - - - - \ t 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o , I I I 6 i--- - - - - 6 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, + URI I 12"GIRR - I I I t I CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE 12" IRR 12"GIRR t - 12"GIRR 12 GIRR PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 1 EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE 4"PIRR 4"PIRR 4"PI�R 4 PIRR 4"PIRR FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS 4"PIRR 4"PIRR 4"PIRR A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. GIFR 1 GIRR-01 O GIRR-07 3 BF THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR 4-FT SQ BOX PER ISPWC SD-619 4-FT SQ BOX PER ISPWC SD-619 I I I I9 DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO CNJ N RIM: 2525.96± I I DIGGING. STA: 0+007�__ o I --- B3 L1 RIM: 2526.35± SUMP: 2522.18 I , 1 I Q 4,594-SF I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN, SUMP: 2521.42 >� IE IN: 2522.18, 12-IN PVC (W) I I � 1 - I I I I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO IE IN: 2521.42, 12-IN PVC (S) z I B2 L12 I ___ I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT B2 L3 B2 L4 B2 L5 B2 L6 B2 L7 IE OUT: 2521.42, 12 IN BV$(E) �' B2 L GIRR-06 \ \ GIRR-03 3,142-SF I _ MATCH PLANS. 5,000-SF CIO 5,000-SF 5,000-SF s,000-SF s,000-SF I 5,000-sF o T 5,2oo-s \GIRR-02 4-FT SQ BOX PER ISPWC SD-619 4-FT SQ BOX PER ISPWC SD-619 I - i I I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION J RIM: 2525.84± STA: 2+64.90, 0.00' I i I OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE LO 4-FT SQ BOX PER ISPWC SD-619 o SUMP: 2522.18 RIM: 2527.53± I i i - I I I CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. STA: 1+05.02 IE IN: 2524.35, 12-IN PVC (N) SUMP: 2522.00 RIM: 2526.71± IE OUT: 2522.18, 12-IN PVC (E) IE IN: 2522.00, 12-IN PVC (SE) I cn i i g3 L2 I i I 6. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO THE IE OUT: 2522.00, 12-IN PVC W 5,000-SF CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. SUMP: 2521.65 O I 1 I I I IE IN: 2521.65, 12-IN PVC (E) o I i I IE OUT: 2521.65, 12-IN PVC (N) + 2+00 MiR M1R - I - _ RR111 RQ I " GPP /� SAN I v I I -f- 1160-LF OF 12-IN PVC AT 0.22°/ % / I I I -- R/k- / GravityIrrigation Keynotes: # w w w w -------- -- ------ ----------------- ------------ w- w- w w w w ------------- - W W W W W w w w W W W i / / I 1. INSTALL 4-FT STANDARD IRRIGATION BOX PER ISPWC SD-619. LINE LANDSCAPED _ _ _ c,� B3 L3 j I PERIMETER WITH A 1-FT MOW CURB PER DETAIL 1/C6.50. SS SS SS SS SS SS SS IAN SS SS SS SS SS SS SS SS SS �� 5,378-SF I I `� � 2. PRESURIZED IRRIGATION STRUCTURE WITH CLEMMONS. SEE SHEET C7.51 FOR so SD SD SD SD SD Ro so SD SD SD so �'� / I MORE INFORMATION. --------------------------------- - ------ _ I EXISTING GIRR-03 O --------- - � I I I 3. PUMP STATION WET WELL. SEE SHEET C7.50 FOR MORE INFORMATION. I I 4-FT SQ BOX PER ISPWC SD-619 P77 RAV �/w / I STA: 5+29.63 4. CORE EXISTING IRRIGATION STRUCTURE. INSTALL NEW PIPE WITH WATER TIGHT �w - - - - - - - - - - - - - - - �w - - - - --- - --- - -- - _ _ � 12"GIRR 4+00 RIM: 2529.40±- -- - - -- d'w 2 - - - - - - - ---rr - � � , CONNECTION. 52-LF OF 12-IN PVC AT 0.25% SUMP: 2524.26 128-LF OF 12 IN PVC ° 12°GIRR � 7 IE IN: 2524.27, 24-IN PVC (E) 5. CONNECT TO EXISTING PIPE WITH BELL END OF NEW PIPE. INFORM ENGINEER OF AT 0.22% 5+00 5 IE OUT:\ 2524.26, 12-IN PVC (W)GIRR-04 ANY DISCREPANCIES. 4-FT SQ BOX PER ISPWC SD-619 \ GIRR-05 / 6. EXISTING GRAVITY IRRIGATION STRUCTURE. PRESERVE AND PROTECT. STA: 3+29.64, 0.00' 4-FT SQ BOX PER ISPWC SD-619 / ❑ Z I _ RIM: .64, 0 0± STA:4+ -619 I 24°GIRR 6+00 7. PIRR SECONDARY CONNECTION TO DOMESTIC WATER SUPPLY. SEE C6.04 AND C7.11 B3 L10 7.46 B3 L9 B3 L8 B3 L7 B3 L6 B3 L5 \ SUMP: 2522.15 RIM: 2526.90± 20-LF OF 12-IN PVC AT 0.25% FOR MORE INFORMATION. O 5,000-SF 5,000-SF 5,000-SF s,oao-sF / IE IN: 2522.15, 12-IN PVC (E) SUMP: 2522.43 24"GIRR s,oao sF 5,000-sF I \ IE OUT: 2522.15, 12-IN PVC (NW) \ IE IN: 2524.08, 12 IN PVC (E) CA \ \ IE OUT: 2522.43, 12-IN PVC (W) I I W I 1" IRR 4"PIRR 4"PIRR 4"PIRR 4"PIRIR 4"PIRR I I CA Gravity Irrigation Plan and Profile - Waste Ditch 30' 60' CAHorizontal Scale: 1" = 30' CJ 2538 2538 GIRR DRAIN: Sta. -0+30 - 6+30 HORIZONTAL SCALE: 1" = 30' n VERTICAL SCALE: 1" = 3' y 2535 2535 Cc 0 \ E cn C ° 0M0 2532 2532 Q o CZ z L a M a 2529 ____ ---- 2529 co EXISTING GRADE AT PIPE CENTERLINE ___ -- - Revisions _ �� 5 2526 2526 �28-1_F OF 24-IN PVC AT 0.200 i 2523 EXISTING GIRR-03 128-LF OF 12-IN PVC AT 0.22% 4-FT SQ BOX PER ISPWC SD-619 2523 O 105-LF OF 12-IN PVC AT 0.22% 160-LF OF 12-IN PVC AT 0.22% STA: 5+29.63 1 RIM: 2529.40± GIRR-02\ GIRR-04 O \ GIRR-05 SUMP: 2524.26 GIRR-01 \ O GIRR-03 4-FT SQ BOX PER ISPWC SD-619 4-FT SQ BOX PER ISPWC SD-619 IE IN: 2524.27, 24-IN PVC (E) 2520 4-FT SQ BOX PER ISPWC SD 619 4-FT SQ BOX PER ISPWC SD-619 STA: 1+05.02 4-FT SQ BOX PER ISPWC SD-619 STA: 3+29.64 STA: 4+57.46 IE OUT: 2524.26, 12-IN PVC (W) 2520 STA: 0+00 RIM: 2526.71± STA: 2+64.90 RIM: 2527.46± RIM: 2526.90± RIM: 2526.35± SUMP: 2521.65 RIM: 2527.53± SUMP: 2522.15 SUMP: 2522.43 20-LF OF 12-IN PVC AT 0.25% SUMP: 2521.42 SUMP: 2522.00 IE IN: 2522.15, 12-IN PVC (E) IE IN: 2521.65, 12-IN PVC (E) IE IN: 2524.08, 12-IN PVC (E) IE IN: 2521.42, 12-IN PVC (S) IE OUT: 2521.65, 12-IN PVC (N) IE IN: 2522.00, 12-IN PVC (SE) IE OUT: 2522.15, 12-IN PVC (NW) IE OUT: 2522.43, 12-IN PVC (W) oNAL EN 2517 IE OUT: 2521.42, 12-IN PVC (E) IE OUT: 2522.00, 12-IN PVC (W) 2517 ��G\S 52-LF OF 12-IN PVC AT 0.25% -- 68 04/07/2022 V4_11 E OF 2514 2514 sw'G 3 Project No.: 120194 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Date of Issuance: 04.07.2022 AT PIPE CENTERLINE AT PIPE CENTERLINE 2511 2511 Project Milestone: Permit Set co � � � T ' � � � M � ' o � � M � co � M � cR NM LM oR M � � cR o Gravity Irrigation cc N N co L6 LO N N N N N N N N N co N N N ONO ONO co c\j ONO N N N N N N N N N N N N N N N N N �, Plan and Profile: N N cq N � N � N � N � N N � N 11) � N 11) � N cq N Lo � N Lo � N Lo � N Lo � N � N � N N N N N si N N N N N N N N N N N N N N N N Waste Ditch -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 ��a C7mOO co I ' T H E Sheet Notes. ww'A WE ■ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LAN D I LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL G ROUP \ EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY _ " — 1 "GIRR 12"GIRR 12"GIRR RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO R — — - — — — — — _ — _ EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TMP 2. SEE SHEET C7.13 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. I ■ lYP I I Pressure Irrigation Notes. N I U i I I 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS " I I 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 np — I CROSSINGS PRIOR TO BACKFILLING. 0- R41 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE 1 \\\ 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) 24"GIRR INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN I � I ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING ( U � ryp \ �� \ / \ WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER N '-' / / I RULES (IDAPA 58.01.16). I I I 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER I � ) np (1� 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, I I THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF � I THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ` ----- \V / / 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) IV 4"PIR ' I INCHES ABOVE THE TOP OF THE PIPE. �\ 1 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE \ I WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. cc I I I 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE I I I / WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND I I BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC TYR I I / I 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(DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. O 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS TYR / / / / •®� ' AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN C IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION SYSTEMS. ■� AREA 1 ,-- / I I/ AREA 1 AREA 2 - _ I I I I I AREA 2 i -------------------------------- ,, y IV I i ii ii l y � I I I I u 7YP. I I ' C. I I - TYR CITYR CL = CD Q E � co I -- -- I ) 0 / cc - _ a ' L M a I // \ Revisions 1YP. IIII IIII I I I I IIII nP IIII I I I \ I I � � IIII III I I I I U TYR III Iff I ICI I I II I // I I EP EP I I I5,mNAL �N G\S Gl I / I 68 wp. s 04/07/2022 0 � I I �qTE OF V�P� Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation - Pressurized Irrigation = Overall 0 70' 140' Overall �IT C7ml 0 Horizontal Scale: 1" = 70' 5 r I I I I } i Sheet Notes: REA = THE 82-LF 4-IN PI LAND P2 INSTALL 4-IN GATE VALVE - - - - I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE INSTALL 4-IN GATE VALVE 99 LF 4 IN INSTALL _ _ Ff-82-LF 4 IN PI 90°AND 11.25°ELBOW a t 2" 90°AND 11.25°ELBOW - - LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL GROUP _ _ _ _ INSTALL 4-IN GATE VALVE - 12"GIRR 12 GIRR 4"PIRR - - - - 4"PIRR 4"PIRR 371-LF 4-IN PI 4„-p R 4 Plh� W/THRUST BLOCK 6 - W/THRUST BLOCK .126-LF 4-IN PI 9-LF 4 � EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY 90 ELBOW n 15-LF 4-IN PI - - 82-LF 4-IN PI I' 4"F'IKK -I PI -- RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO ° 4"PIRR - �� W/THRUST BLOCK 4 1 16-LF 4-IN PI i P2 INSTALL 4-IN GATE VALVE EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. I 6-LF 4-IN PI —� ° P1 li TYP. 3 I P1 45 ELBOW I � ° 90°AND 11.25°ELBOW 90°AND 11.25°ELBOW 4 5 I v"', 51 -IN PI 90° W/THRUST BLOCK I 2. SEE SHEET C7.13 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. W/THRUST BLOCK � - I 45 ELBOW 4 Ion I W/THRUST BLOCK W/THRUST BLOCK T W/THRUST BLOCK I Pressure Irrigation Notes: - 0 I 20-LF 4-IN PI 4 I I I INSTALL 4 x6 x I _ I I � I " 4"TEE 25-LF 4-IN PI i I I 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS "' I I INSTALL 2-4"GATE VALVES I i i I TYP.. 3 I I AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF I W/THRUST BLOCK j - i TWO-AND ONE-HALF(2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH I I LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL z I I I CROSSINGS PRIOR TO BACKFILLING. - - - - - _ - - - - IPIR "' - i' i - I I 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE ___ / N I I WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A -- i - ----------- - ------------- ----- / I I MINIMUM OF TEN 10 FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN I W W W W W W W W --� -----W W W W W W W W ------ ----------- _ _ / I I AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) �� I � �S - - _SS - - INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN 1 Ste— SS- I I �„ �S S �� 3 TYP SD SD SD SD SD SD ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING -- ----- ------- I I I WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER ---- ------------ ------- ----- - _ ------ - --- - ------ ----- i RAN R AA RULES (IDAPA 58.01.16). - - - - - 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER 1 12 GIRR SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. I I WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER N / �- - - - - - - _ / 0 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 I I I I ° SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 11.25 ELBOW a I I \ \ \ \ W/THRUST BLOCK 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER-UNSAFE J I TYP. 3 \ 11.25°ELBOW ` ; I WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE o I 4 - - �„ W/THRUST BLOCK 25-LF 4-IN PI THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) 90°ELBOW 45°ELBOW 4 I INCHES ABOVE THE TOP OF THE PIPE. v, BLOCK 4" IRR 4"PIRR - - - „ - - - W/THRUST BLOCK n'1pIRR U W/THRUST 353-LF 4-IN PI �4 PIRR 4 Pli 100-LF 4-IN PI 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE 4 7 4"PIRR �Q _ WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. - 11.25°ELBOW � 174_ INSTALL 4 TEE I z TYP. 3 W/THRUST BLOCK LF 4-IN PI 4"PIRR \\ INSTALL 3-4"GATE VALVES I D ( \ I 4 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE (�� I " \ \ \ W/THRUST BLOCK I WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND <„ I I J �� \ / I BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC °C 00 45°ELBOW I `* W/THRUST BLOCK RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. /cc 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION I / BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. I N I / / �°' THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. - - - - - - - - - - - - - - - - - - - - - - — 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS ■ - - INSTALL 4-IN GATE VALVE - - - _ - AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS ----- \ s W z W W W W W W W V11 - \` \� 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN ■� \\ W - ------ / / IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION IRR ,� P2 S- S- S S� � - W w \ J SYSTEMS. ■� SS w / z ---- ° I d r 90 ELBOW ------ ----- ------------ SD 190-LF 4-IN PI — 112-LF 4-IN PI INSTALL 4-IN GATE VALVE ---_ S / r 4"PIRR 4"PIRR - - rn Keynotes: # W/THRUST BLOCK - - - - - - - - „,„- - - - - - - - - �'� / N t INSTALL 4"TEE - - - - - I ' INSTALL 4"TEE Pi � � INSTALL 2-4"GATE VALVES (^ ( - ; I / P1 POTABLE WATER MAIN CROSSING-SEE NOTE NO. 3 ON THIS SHEET.CD y W/THRUST BLOCK INSTALL 2-4"GATE VALVES ❑ \ W/THRUST BLOCK / C9O0 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE CJ \ I O DIAMETER OF THE PRESSURE IRRIGATION MAIN. U/// ar \\ ------ ' I / J / zee \ \ I INSTALL PRESSURE IRRIGATION RISER 3/4-INCH SERVICE FOR ALL BUILDING LOTS. SEE SHEET C6.02 FOR DETAILS 1 1 I II / ■� i� � I I � I I I I I INSTALL PRESSURE IRRIGATION RISER 2-INCH SERVICE FOR COMMON LOT. I I 1� o 1 3 4 _J I / -tea, I P4 SEE SHEET C6.02 FOR DETAILS LOCATION OF SECONDARY WATER SOURCE METER. CONNECT AND y 00 41-LF 4-I 41-LF 4-IN PI 197-LF 4-IN PI _ I I P5 � U I _ 4"PIRR - 4"PIRR TYP. 3 I 3 II / CONTINUE MAINLINE TO BACKFLOW DEVICE. INSTALL ZURN 375 1 1-1/2" pC 153 900 ELBOW INSTALL 4"TEE -LF4-INPI II / REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. CONTINUE A O SECONDARY SOURCE TO IRRIGATION MAINLINE. T � � I W/THRUST BLOCK I W/THRUST BLOCK _ _ 4 PIRR I /I O E a -_ 4 11.25°ELBOW I w co (� \ / /z W/THRUST BLOCK -_--- 98-LF4-IN PI. / / I P6 INSTALL PUMP STATION PER SHEETS C7.50 AND C7.51. � p I I I 4 - - INSTALL 4"TEE / 4 VRR cc W/THRUST BLOCK ■ CZ INSTALL 4-IN GATE VALVE - P2 P1 __ 4 // / /�� 0 Z CD - - 12-LF 6-IN PI --� -- - 1 � � � � c� - �_ INSTALL 4"TEE �e end. 4"PIRR 242-LF 4-IN PIco 4"PIRR - INSTALL 4"TEE ° 4 PIRR 56-LF 4-IN PI I 11.25 ELBOW z c�I 4 W/THRUST BLOCK INSTALL 3-4"GATE VALVES �l g 4 W/THRUST BLOCK � j J 166-LF 4-IN PI - W/THRUST BLOCK INSTALL 4" 45°ELBOW 4"PIRR _ "PIRR __ _ INSTALL 2 4 GATE VALVES TEE INSTALL 4-IN GATE VALVE ^ / - 'l � 4 � INSTALL PRESSURE IRRIGATION RISER. REFER TO KEYNOTES 3 AND 4. SEE SHEET Revisions 1 41-LF 4 P 4"PIR 175_ / W/THRUST BLOCK LF 4-IN PI S� /l I C7.13 FOR DETAILS 1 W/THRUST BLOCK INSTALL 4 TEE 4 / / 45°ELBOW to WITH 45°ELBOW TYP. 3 4"PIRR / / / �� W/THRUST BLOCK ® INSTALL 4-INCH GATE VALVE. SEE DETAIL 2/C7.13. �( W/THRUST BLOCK / / 1 5 90°ELBOW / / W/THRUST BLOCK I eF INSTALL ZURN 375 1 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. 4 1 U)CD LL_ Cl) cc E INSTALL 4-IN GATE VALVE cc --- ------------ �� -� ----W--- ----- ----- -- - AREA 2 P2 P1 SS- SS- W ---- w \ I 1 I AREA J W � I ------------ __ INSTALL 4-IN GATE VALVE -___D SD SD 0� I M I ��pNAL LNG -- _ I I � �\s CD — - - - - - — - - - - - - - - - - - - - - sD / I II I 4 68 04/07/2022Cn 0 OF IN R 3 — I 4 Project No.: 120194 (❑ sDF� 1 Date of Issuance: 04.07.2022 — " I I Project Milestone: Permit Set \ \ 11.25°ELBOW I I � W/THRUST BLOCK INSTALL 4"TEE b h Construction Documents o Pressurized Irrigation - Area 1 Pressurized Irrigation - Area 1 40 80 7ml 1 _ Horizontal Scale: 1" = 40' -" I III INS � 1 ¢ - - - - I I A I LF 4-141-LF 4-IN PI - - - 197-LF 4-IN PI I Cr TYP. 3 //�•� crl - 4"PIRR 4"PIRR �� THE � I -° 41- - , 153-LF 4-IN 11 Sheet Notes: c� 90 ELBOW _ INSTALL 4"TEE PI 4 PIRR I I / W/THRUST BLOCK W/THRUST BLOCK � _ - 4 I � 11.25°ELBOW � / --- \ / LAND z W/THRUST BLOCK 98-LF4_IN P l l / 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LI - - - _ INSTALL 4"TEE I4'VRR / LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL —� GROUP U 4 - - W/THRUST BLOCK / / EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY I � V � INSTALL 4-IN GATE VALVE - - P2 P1 U' j 2 LF 6 IN PI _ 4 / U // / �� RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. `� 242-LF 4-IN PI 56-LF 4-IN PIV 11.25°ELBOW z INSTALL 4"TEE ® � 4"PIRR 4"PIRR 4"PIRR - INSTALL 4"TEE - 4 4 INSTALL 3-4"GATE VALVES \� _ 4 W/THRUST BLOCK W/THRUST BLOCK LL W/THRUST BLOCK 2. SEE SHEET C7.13 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. 45°ELBOW 4"PIRR 166-LF 4-IN PI PIRR '� INSTALL TEE _ r. icc / I INSTALL 2'4"GATE VALVES INSTALL 4-IN GATE VALVE 41-LF 4 P ` Pressure Irrigation Notes: 4"PIR 175-LF 4_IN P W/THRUST BL K I 9- W/THRUST g BLOCK BLOCK INSTALL 4"TEE 4 / �r CD I WITH 45°ELBOW TYP. 3 4 PIRR / / 0 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS 45°ELBOW W/THRUST BLOCK / / / / �� AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF INSTALL / W/THRUST BLOCK ,U / � r S 90°ELBOW / 0 TWO-AND ONE-HALF(2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH 1 LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL ai W/THRUST BLOCK III cc / I CROSSINGS PRIOR TO BACKFILLING. o / U / I I � 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE LL_ II N / / / / 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 INSTALL 4-IN GATE VALVE — / --_ ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING i - - � � -'- _'�� \� �A'1 / WATER SYSTEMS IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER ( I Rol - �' "' �� R I RULES (IDAPA 58.01.16). -------- ------ ----- ----- ---- 1 cc z P1 S- - S� IN \ I I I ? I 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER P2 W \ I SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. W W I I I I J WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER INSTALL 4-IN GATE VALVE __ SD- Sp `'� I i I I N I MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, ` i _ _ cc I Cn THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF I oc j - - - - - - - - - - - - - - - - - - SD SD % I I I I I I I / THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND - - _ I - SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16). ,r / 4 F / I I I I 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) / I i I I I I INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER-UNSAFE cc o / I I U I WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE 'RR a "' '� / I I I I THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) �� / - _ i I I I I / INCHES ABOVE THE TOP OF THE PIPE. 4 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE V WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. L UP 11.25°ELBOW z \ INSTALL 4 TI THRUST BLOCK I 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE W/ c� EE Ia WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND I U- r 4 PIR 4"PIRR TYP. 3 W/THRUST BIL r CK I 190-LF 4-IN PI - - 4"PI I I / BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC z RR I I RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. °C o TYP. 3 4'P 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION 244-LF 4-I 4"S rn N PI 4'PIRR I I BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. E THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL - 4 I QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. I I I i I I � ' INSTALL 4"TEE I ' O - - - - - - - - - - I 4 INSTALL 3-4"GATE VALVES I 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS ■ C W/THRUST BLOCK / AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS 450 ELBOW 5-LF 4-IN PI 4 cn cc - W/THRUST BLOCK -' - -- P2 I 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN ■� cc 3-LF 4-IN PI C-D - - - 4"PIRR - -4"PIRR / 118-LF 4-IN PI ( I I IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION _ - I�� _ _ _ _ _ _ _ _ - - - _ M SYSTEMS. ■� 177-LF 4-IN PI _ _ _ _ _ _ INSTALL 4 GATE VALVES I cc I- - INSTALL 4"TEE 45°ELBOW�- _ Pi _ - - - - - - - - � INSTALL 2-4"GATE VALVES � n. \ \ � / /� / W/THRUST BLOCK 90°ELBOW \ / /a W/THRUST BLOCK / � - _ -; z W INSTALL 4-IN GATE VALVE -------------- -------- ----- ---- // P2 W/THRUST BLOCK W IN THRUST BLOCK W W W W - W----- W ---- ------ 4 / Keynotes: �' P1 / µ S SS SS S SS S S SS S \ // // P1 POTABLE WATER MAIN CROSSING SEE NOTE NO. 3 ON THIS SHEET. y r ------------- ------ ----- -------------------- CJ oc ,, � / C9O0 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE P2 DIAMETER OF THE PRESSURE IRRIGATION MAIN. v oc 4 INSTALL 4-IN GATE VALVE INSTALL PRESSURE IRRIGATION RISER 3/4-INCH SERVICE FOR ALL L � / O BUILDING LOTS. SEE SHEET C6.02 FOR DETAILS n INSTALL PRESSURE IRRIGATION RISER 2-INCH SERVICE FOR COMMON LOT. � J \ I I �J P4 SEE SHEET C6.02 FOR DETAILS 1 1 I o "' `nC) Cr I "' P5 LOCATION OF SECONDARY WATER SOURCE METER. CONNECT AND y ■� Cc z_ I CONTINUE MAINLINE TO BACKFLOW DEVICE. INSTALL ZURN 375 1 1-1/2 pC I I I / / REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C7.13. CONTINUEANN 3 TYP. a TYP. 3 I II / SECONDARY SOURCE TO IRRIGATION MAINLINE. O E co I I P6 INSTALL PUMP STATION PER SHEETS C7.50 AND C7.51. � °O I INSTALL 4"TEE 406-LF 4-IN PI I I I I I O � � � W/THRUST BLOCK 4 PI R -- 4 PIRR - - - PI - -4"PIRR 4" IRR I � � I I I I I I ■� � IIU z 1 TYP. 3 90°ELBOW I / CLo Y) x x x 90°ELBOW W/THRUST BLOCK �' I , Legend: c c'' W/THRUST BLOCK I i � �� i � i o f 5 LF 4-IN PI � `+ NMI a nJ I I Revisions 1 - - - - - OC) =' INSTALL PRESSURE IRRIGATION RISER. REFER TO KEYNOTES 3 AND 4. SEE SHEET A �L EP - - EP z UI C7.13 FOR DETAILS 1 ( 900 ELBOW z 4 4 W/THRUST BLOCK / ® INSTALL 4-INCH GATE VALVE. SEE DETAIL 2/C7.13. EP EP EP - J i � -J o I i 4 / �p - -- -- --- 90°ELBOW � 80-LF 4 PI - - / W/THRUST BLOCK 4"PIRR eF INSTALL ZURN 375 1 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE U ° 1 µ �. - - - - - - -TTLITTT. - - " - - - - - - - - - - - - - - - - - - 1-5-LF44iV 90°AND11.25°ELBOW PER DETAILI/C7.13. I 11.25 ELBOW INSTALL 4-IN GATE VALVE W/THRUST BLOCK W/THRUST BLOCK ? a ------------- ----- INSTALL TWO (2) , P2 W W W W W W W W W -- W- ----- - W 4-IN GAVE VALVE INSTALL 4-IN GATE VALVE/ E= `0 INSTALL 4-IN GATE VALVE Pi S S - z'S - - -- - 45'ELBOW ---- ------- ------ ----- =7� � 11.25°ELBOW � ------ ----- ---- W/THRUST BLOCK 18 L''4-N P, W/THRUST BLOCK - - - - "' INSTALL 4-IN GATE VALVE 5 9-LF 4-IN PI 38-LF 4-IN PI �J INSTALL 4"TEE 4 N ��Zo SAL �� --- I � W/THRUST BLOCK V6,�F � I � I F' _- I 5-LF 4-IN PI rr 4 - 68 INSTALL 4"TEE / 04/07/2022 INSTALL 4"GATE VALVES / s/. P�° W/THRUST BLOCK \ 6� TYP. 3 �l rE of �� A1ES W.G J p I I I 4"PIRR y- - - 313 LF 4 IN PI 4 IRR 4 PIRR -_ 11.250 ELBOW — Project No.: 120194 + \ W/THRUST BLOCK 90°ELBOW Date of Issuance: 04.07.2022 �, \ W/THRUST BLOCK Op "lop Project Milestone: Permit Set SS SS i �' SS \ � � Construction Documents Pressurized Irrigation - Area 2 Pressurized Irrigation - Area 2 40 80 7ml 2 _ Horizontal Scale: 1" = 40' T H E LAND NAMOA & MERIDIAN IRRIGATION DISTRACT NAMPn ��C M1:-RIDIAN ' II�RIGA�-IUN DISTRICT NWPA & MER24AR [IRRIGATION DISTRICT - GROUP NAMPA MERIDIAN IRRIGATION DISTRICT I lO 3-SDR 21-PVC MSER ERTENO 18-ABOVE GROUND Q2 3- x 4-x 6-CINDER BLOCK(OR EOWY) i I , DOMESTIC WATER METER I _ Q 4-9%'SADDLE MMMUM DOMESTIC WATER METER BOX COVER OBLITERATE ff BOX COVER OBIJTERATE AIR RELEASE VALVE WORDS "WATER METER" I 4'uAeN LINE MINIMUM WORDS '�4ATER METER' 1 1/2' 20D PSI RATED FORD No. X43 CAST IRON I 0 ;✓i POLY PIPE 200 P51 FORD No. 1{43 CAST IfS?N R EQUIVELENT I WITH 13 1/2" LOCKING LIDS 20 PVC I © 6'x ii'200 PSI POLr Ta'A6wE GROUND WITH 13 1/2" LOCKING LIDS GRAVE! SURFACE PAVED SURFACE r ' Y-BRAS cow.COUPUNGs �/ `\ f//�`/�J / I AC PAVEMENT F CLASS O. FURHISHEh O 3i aRAss CuiB SroP t I //` //�/ //�// 2/MIN OEPTII MINUS �VEL A140 PLACE IN ACCORDANCE WIM 9� RGgc Crops APWA SEC. 34. AS REOUtRED 6Y 3 20' PVC J�/°� \/// \��\� 1 1/2" CURS"STOP NAIWE MAIERIAL AS CALLED FOR OON1ROL No AGENCY. MIN, of 2` ® 3-FDMLE ADD. 4 T e BALL VALVE SUCH 114 TiiE SI'EC1rwArIONS COMPACIEO NEAT PAVEMENT CM. APtsLY ® UGCATGR MIRE 2 6 AS FORD 811-666SW TO 95X IN ACCORDANCE WI1,1 CGS-1 EMULSIFIED ASPFV+LT 5 yy/1 ASTM O 696. TO JOINTS P VOE 70. ® 3'PVC PLUG REPLACING to VEIAENT ® w,RKER srEn-r Posr a /� 18Nc SCE SERVICE U14DISTURBED / v MIN 1 CU. YD. DRAIN ROCK 36- 14114. WITHIN , - \ f `� - I: _�. �lr -� // / MIN 1 CU, YD, DRAIN ROCK 1 1/2 \/'\/ o \'\ TO FORDS OF VALVE 5 9R" M11JUS OnIiVEL L°xE M11 LD "MODIFIED" TO BDTTDM OF VALVE j ,:�� r xa o COUNTY STREET R.O.W. > IA t �/ /�G6 ao �3' /� t : ... As 5b 698 ccDRwWGE Wt1f! FOR SUPPORT BRASS PIPE \��o' aov oo�v vv '�/;` �— b p r TYPE A RISER I \�� \/ ,•ti,,�1 3 . PIPE NET E E FICATI(i F01t I 11i TED T ICAr 1I§ IN OOIIPACTED TU 65 LONG SIDE SERVICE ASTM 698.c� W1Tfl --Nrs-- / � / I _ ,•r�,' SINGLE FAMILY RESIDENT 7 n T TT- Cuss 200. SO# 11 J'IfuN�A MERIDIAN IRRIGATION DISTRICT 1 t PVC PIPE 1 --... - __.--._—._.-. -------- -- ----- _--- --- i 6- D 6" D RAI N VALVE ""� MAX AIR RELEASE --NTS-- --NTS-- I , !I TYPIQ& t1 EEI CROSSING SCALE 1" 1' - O" (SEE NOIES 1 THRU 4) I - i . REDUCED PRESSURE BACKFLOW PREVENTER PER PLAN. GALV. UNION N I N O IAM-PA & MERID IA.N IRRIGATION DISTRICT STRONG BOX ENCLOSURE. FOR 1"AND SMALLER R.P.V. TEE WITH 1"PLUG FOR \ \\ FINISH GRADE ■� SPRINKLER BLOWOUT BY y --' -- - __ ` USE SBBC-30AL, LARGER THAN 1" R.P.V. USE SBBC-45AL. \� AIR COMPRESSOR. PROVIDE LOCKING KIT AIR GAP \ 10 ROUND VALVE BOX 1 3:SDR 21•PVC RISER EMEND !a•ABOVE GROUND \\\/ 2 J 4 5 10"ROUND VALVE BOX 6 �, 10.5" p 3•x+•x C mv�x eLoac(OR EDUAt) � T � 4"THICK CONCRETE (� 4- xis sAo�Mnewe� I \�\ p��Q�p �Q�p�� FILTER FABRIC BARRIER p +-MOM LINE MMUM ti FINISH GRADE PAD, SIZE AS REQUIRED 0 O a•x34•eRASs w e i\ ; :: ' TO PROVIDE 6"OFFSET O © 6-x%7 200 PS POLY W MOE GROUND °•° 10"0 CLASS 200 PVC \\ ON OUTSIDE END � BRICK PAVERS (1 OF 3) y �: sroP BRICK PAVERS (1 OF 3) \\�\�\ \ \i AROUND ENTIRE % �\\ �\ ap RGac Ctws ENCLOSURE. �\��\\ O9 3-�AM — ISOLATION VALVE. LEEMCO GATE \ \,\\ \\ \i 8"DEPTH \,�\�� ,\N \ 6"DEPTH 3/4"CRUSHED y ® Loc„m VIM4 3 7 VALVE WITH GROSS TOP \�\ \�ii\ PEA GRAVEL \\��\�� / \ AGGREGATE p 3•PVC PLUG 6 (LGT11 SS304X). SIZE TO MATCH „ ® „ST -r POST 5 a IRRIGATION MAINLINE SIZE. \ �\ \\ \ /�\\\\ El 6 ADS, LENGTH AS REQUIRED MARKERD, 7 9 1 0 LEEMCO SPIGOT x BELL ■ uDNc SIDE sERvtcE DOMESTIC WATER LINE \\, \j\\,\\\�\�\, GALV. ELBOW SOLVENT WELD BELL END PVC \�\\� \\ � CONNECTION PIPE TO SCH. 80 NIPPLE, CUT \��\\\--\ WEDGE EGA E VALVE RESILIENT GALV. NIPPLE LENGTH AS REQUIRED. \ �� DRAIN VALVE.VALVE SHALL BE OFFSET THREADS OFF GLUED END. "MODIFIED" \��\\ \ CA I'I II�O'UGI I LINE CONNECTION, TEE MATCH MAINLINE SIZE (TYP.) �\� FROM SERVICE LINE WITH GALV.TEE AND �\/\ DUCTILE IRON TEE ■� TYPE A RISER I HROUGH LI14E CONNECTION, CRCISS USED AS TEE NIPPLE./ BUCKNER VBM BRASS ANGLE SHORT SIDE SERVICE CHANGE IN LINE SIZE WITI•I REDUCER VALVE WITH VERTICAL 2" NIPPLE. � A � o ro NTS-- DIRECTION CHANGE, CROSS USED AS ELUOW \\ i\ 2 CUBIC FEET OF PEA GRAVEL 1 O —T - -Y SINGLE FAMILY RESIDENT DIRECTION ION CHANGE 90- CLC30W � /\��\� a 00 _�___-.__�N9MpA MERIDIAN IRRIGATION DISTRICT DIREC I'ION CHANGE, TEE USED. AS ELDOW PVC MAINLINE � DIRECTION CHANGE NOTES: THROUGH LINE CONNECTION, WE 1. ALL FITTINGS &PIPING SHALL BE TAPE-WRAPPED SCH. 40 GALVANIZED STEEL FROM THE NOTE: ■� VERTICAL DIRECTION CHANGE, BEND ANCHOR, SLL NOTE Or-LOW POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 1. REFER TO JOINT RESTRAINT CHART FOR MORE ' Lo 2. PROVIDE 3"CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE VALVE ANCHOR, SEE NOTE BELOW I INFORMATION, DETAIL N ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES. c ) E: 11= THRUST, DUE TO I-IIGIA PRESSURE, ARC •EXpLGtM. .ANCNda ' VALVES AS SHOWN IN DETAIL #1'0, At VERTICAL bMbS, ANCHOR REDUCED PRESSURE BACKFLOW ASSEMBLY MAINLINE ISOLATION VALVE Revisions p____ f0 FZESISI" OUTWARD TI-IRUSIS. 1 SCALE: NTS 2 SCALE: NTS 1. ON A L ��rG �F GAS 68 04/07/2022 T�gTE OF DES W.G Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Details a C7A 3 DESIGN SPECIFICATIONS ti ,,._., 67%„ DESIGN FLOW RATE: 192 GPM @ 90 PSI =� ��-- T H W-47 -04 NM MINIMUM POWER: 480 VOLT / 3 PHASE . A LAND 3/4" DRAIN 5 WELL ACCESS COVER 7 � �MODEL # PRECISION PUMPING SYSTEMS 208 323-5300 ' GROUP ENCLOSURE REMOVED 3 ITEM DESCRIPTION QTY. 4" DISCHARGE 0 FOR CLARITY 8 NO. 0 ° 0 1 CONTROL PANEL 1 ° ° o ° 2 ENCLOSURE, MARINE GRADE ALUMINUM W/ 1 ° 0 INSULATION 1 " LAKE SCREEN ° , ° ° 3 FILTER, AMIAD, MINI SIGMA, GROOVED 1 SUPPLY LINE - 6 ° ° ° ° ° ° ° 14 - . 4 4 FLOW METER, BADGER 1 8 5 LEVEL SENSOR/FLOAT SWITCH CAP 1 21 6 MOTOR 1 LO ° 19 7 PRESSURE DIFFERENTIAL GAUGE & 1 9 SWITCH ° 15 20 18 e ® e011 2 8 PRESSURE GAUGE o ° 1 10 9 PRESSURE TRANSDUCER 1 19 13 10 PUMP PLATE T4 + SJ2 1 NEC CLEARANCE ° b 11 PUMP, SUBMERSIBLE 1 SEE LOCAL CODES PLAN VIEW 12 12 PUMP, TURBINE, DI HEAD 1 23 13 SKID, BENT 1 14 TANK, PRESSURE 1 �� 15 VALVE AIR RELIEF Z 11 0 , FV-4 1 DUTY _ 16 VALVE, BALL 2 0 PUMP = 17 VALVE, BALL 1 y 18 VALVE, BUTTERFLY, GROOVE, LEVER 1 ::0 JOCKEY 1 " BLOWOUT . . - PUMP 19 VALVE, BUTTERFLY, GROOVE, LEVER 2 0 20 VALVE, CHECK, GROOVED 1 m 48" WELL 21 VALVE, CHECK, SILENT 1 ® • ° ° \ � BY OTHERS CAGROOVED • o ° co = 22 VALVE, LAKE SCREEN SUPPLY 1 ° ° 23 VALVE PRESSURE RELIEF 1 CA ° 2 ENCLOSURE REMOVED C3 FOR CLARITY Z DROP PIPE y w mime FRONT VIEW CL cc C L � CJ °, co a_ ) M L a01i CD a M M 32" 32" Revisions IN CLEARANCE M N. CLEARANCE FOR DOORS 0 FOR DOORS REV. DESCRIPTION DATE APVD 0 D 0 REVISIONS MATERIAL TITLE: SERIES: VEGA 1 -TURBINE (REAR VIEW) Piping: GALVANIZED W/FILTER, LEFT DISCHARGE Skid. GALVANIZED o 0-275 GPM UNLESS OTHERWISE SPECIFIED: PROJECT: Aviator Springs Subdivision DIMENSIONS ARE IN INCHES Q� TOLERANCES: LEVEL: 90/o Final NON -POTABLE FRACTIONAL: ±l/8" ONE PLACE DECIMAL: ±.10 END VIEW DO O PLAOT CE CALE DRA DECIMAL: ±. 5 PART NO: 1 T4-SJ2- 1 MSIG4-FM-04 ��ZoNAL LNG G\S l NOT FOR FABRICATION DRAWN: JWR DATE: 6/10/2021 JOB: SIZE: B SCALE: NTS SHEET: I OF 2 REV - 68 04/07/2022 sT o qe OF \ P DES W.G Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Pressurized Irrigation Pump Station a C711111111150 Pump Station Keynotes: ��= T H E 1. SKID, 6"THICK CONCRETE SLAB WITH 6"DEPTH OF BASE 0 COURSE PER SPECIFICATION SECTION 31 20 00. . L AND 8 2. 1-112" POLYETHELN FILTER FLUSH LINE ROUTE TO INTAKEVAULT. A . WET WELL - SOUTH FACING 3. 3"POWDER COATED STEEL PIPE WITH FLANGE _ GROUP CONNECTION. CONNECT TO 3"PVC PRESSURE IRRIGATION MAINLINE AS SHOWN ON PLANS. CONCRETE 4. PUMP PROTECTION SLEEVE, .188"SLOTS, 8"PVC WELL PAD SEAL, 8" 160# PVC. WET WELL COVER 5. STRUCTURE BY SITE WORK CONTRACTOR. PUMP SKID 6. 6" DEPTH BASE COURSE PER SPECIFICATION SECTION 31 20 00. EXTEND 12"BEYOND ALL EDGES. 48" WET WELL �,\ 7. PIPE BY SITE WORK CONTRACTOR. POWER CONDUIT 8. ROMAC ROMAGRIP PVC TO FLANGE CONNECTION OR rAl IN - 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. ° o SUPPLY LINE 3 PROVIDE LINK-SEAL OR APPROVED EQUAL. o e 12. 12"C900 PVC PIPE. ENSURE WATER TIGHT SEAL AT ALL TOP OF STRUCTURE: VAULT PENETRATIONS. 2525.05 ri 1 ° d d TOP OF STRUCTURE: ° -42525.05 2 ° d d 11 11 ° d d 9 ° d d ESTIMATED FLOW LINE: 2521.15 INCOMING SUPPLY FROM A A N. MCDERMOTT RD. d d `V .4 ° ESTIMATED FLOW Z d d 5 T � LINE: 2521.15 27 O 4 7 � 10 d d C4 0 10d a t7 12 12 ° d 0.5' MIN. d ° d° d CA d RECOMMENDED WELL LAYOUT IE OUT: 2515.15 --/'_ 12"CHAMFER y (CONCRETE PAD, CONDUIT, AND POWER 12"CHAMFER ° 12"CHAMFER ° d TO PUMP STATION BY OTHERS) ° ° SUMP: 2512.15 SUMP: 2513.15' d ° CID d 4'MIN. n Pump Station Section �� 70 1 Scale: NTS O Cc oro E C.0 C M a 00 00 shall be UL labeled as an "Enclosed Industrial Control Panel". The um control panel shall be completely manufactured, tested and SCOPE OF WORK pump p p Y 1. The LCD color touchscreen must be capable of alternating between English and Spanish during operation by an end-user accessible Packaged Pump Station supplier shall provide a variables speed vertical turbine um station complete with umpiping, valves, programmed prior to delivery to the job site. button located within an operator screen. The system diagnostic utility must be capable of being displayed in both English and PP P P pump p pump, Lo ._ sensors, variable frequency drive (VFD), programmable logic controller(PLC), UL 508A listed control panel, and all appurtenances Documentation. A color wiring schematic and pump nameplate information shall be permanently affixed to the inside of the control Spanish. N necessary for a complete and functioning pumping system. The station shall be mounted to press brake formed steel base and enclosure. All field terminal connections shall be numbered and labeled. 2. Pump operating status, total pump run hours, motor frequency, motor amperage cr enclosed in a powder-coated marine grade aluminum enclosure. The pump station shall be manufactured by a UL QCZJ certified pump CoolingSystem. The control panel cooling system shall be appropriately sized for the ambient conditions. The coolingsystem shall not 3. System pressure, flow rate station manufacturer. y p g y y allow dust, insects or rodents inside the pump control panel. Two sets of spare filters shall be included with the pumping system. 4.Fault Log with time stamps and diagnostic utility. Revisions Technical Service and Support. The manufacturer shall provide access 24/7 phone support with a factory certified technician. The Main Disconnect. A service-entrance rated, non-fused disconnect shall be mounted in the um control panel and shall isolate all 5. Trend Data, with graphic display of system pressure, flow, motor frequency and amperage. Data shall be exportable to MS Excel. technician shall have access to all relevant data specific to the pump station, including specifications, submittal, shop drawings, pump p g p p y y p q y p 1 power to the control panel. The disconnect shall include an operating handle mounted on the control panel enclosure door that is 6. USB port to upload, download of program, and data storage. programming, and detailed photos of the system. mechanically interlocked to prevent entry while the disconnect is in the ON position. To prevent damage from vandalism, a disconnect p p p g g Factory Testing. The pump station shall undergo and pass all of the following system performance tests: Hydrostatic testing that meets external to the pump station enclosure shall not be accepted. ANSI/HI specifications and standards; Flow testing that meets ANSI/HI 14.6 specifications and standards; and Vibration testing that Web-Based Remote Monitoring and Control Overcurrent Protection. The VFD bridge rectifiers shall be protected from over current by an appropriately sized circuit breaker. Fuses meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values specifications and standards. The pumping system shall be flow are not acceptable. The pump station control panel shall include a web-based remote control and monitoring system that can be accessed from any device tested as a complete unit, which shall include function testing of pumps, motors, instrumentation, appurtenances, and control panel. with a web browser, such as a PC, tablet, or smart phone. No 3rd party application or software must be required for accessing this The results of all tests shall be available to the owner. Lightning & Surge Protection. The Pump Control Panel shall be equipped with transient voltage and surge arrestors. information. The web page shall include full graphical representation of the pump station and its features and shall be capable of PRODUCTS Convenience Outlet. The Pump Control Panel shall be equipped with a duplex outlet. remotely changing all operating parameters of the pump station. The pump station shall automatically send email or text alerts Variable Frequency Drive VFD The VFD shall be appropriately sized to meet the FLA full load amps) required b the um motor, regarding warnings and faults and specify the station and specific fault/alarm. Piping, Valves, Skid Base, & Station Enclosure. q y (VFD). ( p ) q y pump The um station manufacturer shall supply all required communication hardware except computer and computer accessories, as stated on the motor nameplate. The VFD shall be manufactured by ABB Industrial Systems, Mitsubishi, or approved equal. Initial pump pp y q p p p Piping. The station piping shall be standard wall pipe with grooved connections. Flanged or welded connections shall not be start-up and calibration shall be performed by a factory certified technician, which shall extend the warranty on the control panel to a including all necessary direct burial cable and antennas. acceptable. Threaded connections between the main piping sections other than at the pump volute shall not be acceptable. total of three (3)years. Instrumentation. Valves. Butterfly style isolation valves--with grooved connections--shall be included on station suction and discharge piping. Flanged or Programmable Logic Controller(PLC). The PLC shall be fully programmed prior to pump panel installation. The technician installing Pressure Gauges shall have a 304 stainless steel case, with bezel construction. Gauges shall have a 2.5" diameter and be liquid filled. threaded connections shall not be accepted. A non-slam check valve shall be included on the discharge of each pump. An air release and programming the PLC is to be factory trained and certified by the PLC manufacturer. The PLC programming shall be valve shall be included, located immediately after the pump check valve. non-proprietary, and the complete station programming shall be made available to the owner via a USB drive included with the station Pressure Transmitter(s) shall be constructed of stainless steel and rated for the pump station discharge pressure. Skid. The pump skid shall be made of 3/8" press broke A36 steel. No welded bases or open rail systems shall be acceptable. control panel. Flow Meter. The station shall include a magnetic flow meter. The flow meter shall have flange connections. The flow meter shall be PLC Operator Interface. The PLC shall beequipped with a 5.7" LCD color touchscreen. The operator interface shall allow the user to capable of pulse and analog output. Current and totalized flow shall be read at the pump control panel HMI. Inserion flow meters and Station Enclosure. The pump station enclosure shall be constructed of marine grade aluminum modular panels to allow access to all pp sensors shall not be accepted. pumps and components by simply removing any panel. The entire front of the enclosure shall consist of hinged doors. The enclosure make adjustments to the PLC program locally without requiring any additional equipment such as a laptop computer. A VFD control ��ZoNAL EN shall be powder coated. The roof of the enclosure shall be easily displaced and replaced by one person for the purpose of servicing the keypad is not an acceptable substitution for the digital operator interface. The PLC shall have an Ethernet port to enable remote High Pressure Switch shall be located on the station discharge manifold. It shall signal a system fault if the discharge pressure reaches G\S pump station. The station enclosure shall include a ventilation fan (or fans)appropriately sized to adequately cool the enclosed access. a user-adjustable setting, with the adjustment mechanism located on the switch. The high pressure switch shall be IFM or approved equipment. To ensure that the control system warnings and parameters can be safely understood by a wide range of operators, the interface shall equal. 68 Corrosion Protection. The um skid and appurtenances shall be cleaned to bare steel and hot di galvanized. All piping including have user-selectable English or Spanish Interface Diaphragm Style Pressure Relief Valve shall protect the piping network by bypassing or relieving excess pressure and shall maintain 04/07/2022 pump Pp p 9 p�P� 9 � 9 elbows shall be galvanized inside and out. The pump station shall be pressure tested prior to galvanizing. No welding shall be PLC Control Functions: close pressure limits without causing surges. If upstream pressure decreases below the spring setting, the valve shall close. The valve s/ATE OF \oP�o performed after the pump station is galvanized. The skid an piping shall be warrantied for a period of 25 years. shall be a Cla-Val Co. Model No. 50-01/650-01 Pressure Relief and Pressure Sustaining Valve as manufactured by Cla-Val or 1114 G � 1. User settable Local or Remote control. approved equal. Filter relief piping shall be plumbed to the system wet well. Mini Sigma: The pump station shall include an automatic screen filter. The filter shall use suction scanning devices to automatically W.2. System Pressure Set point remove debris from the filter element. The filter shall be a Mini Sigma or an approved equal. Control logic for filter flush shall be y p Pump Protection Shrouds included as part of the main control panel PLC programming. 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or Sleep by Frequency Each pump and motor shall be completely encased in a slotted PVC well casing. Both ends of the shall be thoroughly sealed to ensure Project No.: 120194 4. System Protection Settings, including fault and warning parameters for low flow, high flow, low pressure, high pressure, restart trials that no water can enter at either end. Water shall only enter the casing through recision laser cut slots, which will not allow debris Date of Issuance: 04.07.2022 - Pump Control System y g g p and restart delay time. larger than can be passed entirely through the pump. All water entering the casing shall pass over, and cool the motor, prior to entering Project Milestone: Permit Set NEMA Rating. The VFD, PLC, and associated electrical equipment shall be mounted in a NEMA 12/NEMA 4 enclosure rated for 5. Load Factory Default Settings, User Saved Default Settings. the pump. indoor/outdoor installation depending on site location. To avoid potential water or rodent damage, VFD's mounted outside the main Construction Documents control panel are not acceptable. 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. Pressurized Irrigation Control Panel Manufacturing &Testing. The pump control panel shall be manufactured and listed by a UL508A Panel Shop. The panel Pump Station Secton PLC Monitoring Functions a C7m5l j Project Calculations �� 'i= T HE CHUKAR RIDGE SUBDIVISION I A. RESIDENTIAL SUBDIVISION TREE CALCULATIONS: WE LINEAR FOOTAGE STREET TREES PROVIDED LAN D N.ALAMEDA CREEK AVE: 472 LF 32 . W.AILERON ST: 502 LF 18 GROUP ® W.ALTITUDE ST: 486 LF 14 N. KEKLIK AVE: 589 LF 30 ` — — — — _ _ _ _ N MAGICAL CREEK AVE 500 LF 27 z ° BF o + _ W BECKY CT: 380 LF 16 ++` + + W PILOT CT: 560 LF 22 + + W YOKE ST: 560 LF 23 + I + TOTAL STREET TREES 182 l + B. LANDSCAPE BUFFER CALCULATIONS: i — — — — — — O ' C LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED FUTURE HWY 16: 1336 LF 38 50 i — — o — o — -- — — — / ' SHRUBS REQUIRED SHRUBS PROVIDED _ I Off- - - - - - O + 191 191 — — — — — — — + + + I C. OPEN SPACE CALCULATIONS: + + + + + + + + + + + , SQUARE FOOTAGE TREES REQUIRED TREES PROVIDED + + +: + + + + + + + + + + + + + + OPEN SPACE AREA: 312,760 SF 39 85 +++ +++++++ '�� 24°GIRR D. PATHWAY CALCULATIONS (EXCL. SIDEWALKS WITHIN ROW): j; + + + + + + + + + j LINEAR FOOTAGE TREES REQUIRED TREES PROVIDED + + + + + + + + + + + +. + ++ 10' MULTI-USE PATHWAY 1370 LF 14 22 + + I ++++++++++++++ +++ + , + + + + + I 5' COMMUNITYMICROPATHS 1107LF - 16 + + + + + ++ + ++++++ ++I E. OVERALL LANDSCAPE + + + + t + TOTAL RESIDENTIAL SUBDIVISION TREES PROVIDED: 280 I I;' + TOTAL CLASS II/CLASS III TREE SPECIES PROVIDED: 7 J + TOTAL TREE SPECIES PROVIDED: 12 + + ++ %/ C +++ +++I 11� 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 PITS (8 PITS REQUIRED @ MINIMUM 1 POINT PER 5 ACRES OF GROSS DEVELOPED AREA) 0- 0 + % + +++ + H. MITIGATION FOR REMOVAL OF EXISTING TREES: 0 CALIPER INCHES (THERE ARE NO EXISTING TREES ON SITE) + o o O — +++ �/ + +++ Landscape Notes: — — — — — — 00 + jj' + + + I 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR O I • PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. + a1 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. ++ • 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-02. CONTRACTOR SHALL STAKE ALL TREES DEEMED + NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. + CONTRACTOR'S OPTION. / + 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND + + SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. I w 'I +++ + 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (1" MINUS) BARK CHIPS. O i O ++ +++I 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 C.) '�� / CO) / +++ WITH SITE GRADING PLAN. 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A CZ +o! RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL ■� ail 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 ■� W / / �; VOLUME. W 1 +++ 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER ■� + MANUFACTURER'S RECOMMENDATIONS. — _ I ++ +++ 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF AREA 1 %I a + + AREA 1 TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" i - - _ + + 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 AREA 2 i _ % +++ AREA 2 PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A —_ — o - Ai - o — — O % I + ++i LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED IP- OO I a. + + 1 SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL O I — I' + 1 DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) \ + PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS J ++ + APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES j ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. ■ ■1 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, + CL Cc + + + 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 cc cc TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES cc I C ++ +++ WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. O 0 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE � I + - I + � OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. °D 00 + + 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH -) 0 + + a cc — ' — — — — - — — — — \ + + + ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. ■ i + + z `� O _ _ _ !; + +++ ACHD Landsca a Plan Notes: Q M DIAAA + 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, / J ++ STRUCTURES, OR FACILITIES. - + + 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE Revisions 1� • + INSTALLED, SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE `++ ++ CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 1' I / + + + + + l i I I I ++ X X I + + + + + - - - - -EP - - I l I ++ 1-} - + — — — — - - - - — - - — + ++ . -- - - -- -- - - - - - - + - _ ° + Ik — — — — — — — — — + + ��11111�77 IOF LA 589 4�^' LANDSCAY�' x I I I I IOq/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents a Landscape Plan 3a 0 70' 140' Overview Landscape Plan Overview Horizontal Scale: 1" = 70' L 1 .0 0 Vo CALLOUT NUMBERS COORDINATED Keynotes. TO NUMBERED NOTES BELOW. 1 i� T H E 1. NOISE CLEAR VISION TRIANGLE ' LAN D 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE 3. IRRIGATION POC, REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION _� G R 0 U P (3) BD 5 BEGIN 4. BENCH.TIMBERFORM COLOSSUS. PART 2219-16; 72"PER PLANS 5. MULTI-USE PATHWAY REFER TO DETAIL 7/1.50 "PI " IR "PIRR I _ _ _ 6. MONUMENT SIGN, BY OTHERS.SHOWN FOR REFERENCE ONLY - - - - - - - - - - - - 07, 15 F t - - - - - - - - - - - - 7. 36-48"SANDSTONE BOULDER, REFER TO DETAIL 4/L1.50 + + PA (1 B 2 BEGIN 8. SANDSTONE BOULDER RETAINING WALL 6 3 + 2 B D + I - 9. PLAY STRUCTURE. ID SCULPTURE WOODLAND FORT, MODEL AP018, REFER TO DETAIL 5/L1.51 / ) i / 10. EMBANKMENT SLIDE. BEARS PLAYGROUNDS CUSTOM SLIDE + + I i / r (1 ) PA 11. 10-12-FT FALLEN LOG, REFER TO DETAIL 4/L1.51 PF (2) i / 12. FOOTBRIDGE, REFER TO DETAIL 5/L1.50 i + + 13. BOULDER TREE WELL, REFER TO DETAIL 6/L1.50 14. OPEN PLAY INTERPRETIVE SIGN, BY OTHERS.SHOWN FOR REFERENCE ONLY I i I o MS (1 ) i - ;' � (3 AX � ;- 1 AX _ %, + AX (4) i \ ) ( ) 15. BIORETENTION BASIN. REFER TO CORRESPONDING BASIN PLANTING ENLARGEMENT ON SHEETS L1.03 L.1.06 1 (4) AX (3) PB CP (2) + + PF3 (1 ) _ _ 16. COMMUNITY POOL, BY OTHERS. SHOWN FOR REFERENCE ONLY + i ; 17. DRY CREEKBED, REFER TO DETAIL 1/L1.51 (1 ) MS 18. FUTURE HWY 16 LANDSCAPE BUFFER SHRUB PLANTING, REFER TO L1.07 FOR ADDITIONAL INFORMATION --- - - Q /i� ° I 19. COMMUNITY POOL SHRUB PLANTING, REFER TO DETAIL 6/L1.51 FOR ADDITIONAL INFORMATION I//#r . ----- ------ ----- ----- --------- / Legend: --- --- ---- -- --------- 1 TYP RHIZOMATOUS TALL FESCUE SOD + UPLAND MONTANE SOD MIX, _____ _____ _______ 1 PF3 + REFER TO MAGIC VALLEY TURF r--- , ------ ----- - O / ( ) AT(208) 326-2220 FOR AX (3) - - - - -- - ADDITIONAL INFORMATION ---- ---- --------- P A + + + MS 1 - + / 15 + + / + 12 4) C P + ( )r + / LOW-MAINTENANCE FESCUE ACHD BIORETENTION SOIL MIX I I AX 3 + + + ' + + fi t + + + + / / + SEED MIX - REFER TO 2018 ACHD STANDARD I I O PB (4) + + + + + + + PF (1 ) + ' + �__ - / <j SPECIAL PROVISION 20201 FOR 2 + + + _ + r r r (3) PB = ADDITIONAL INFORMATION a I + + r /r + + + // (5) GS BD (3)-()+ + + 16 + 4 ( - CS (2) + + + + + + + '' + \1 ) + + + j/ 18 TyP J U 2-6" RIVER COBBLE AT 12" DEPTH ///j//j ASPHALT PATHWAY, REFER TO + + + + QR (1 ) + �' / PER DETAIL 1/L1.51 / // / // DETAIL 7/L1.50 FOR ADDITIONAL + + + + + + + + + + / + + j/ //j// INFORMATION (1 BD , + + +QR (1 )+ + + + + + 4' + ) PIRR 4"PIRR 4"PIRR 4"PIRR "PIRR + + + / 3 BARK MULCH 11 + 4 MINUS GRAVEL SURFACING AT 15 4"PIRR + + r _ + // 6" DEPTH, COMPACT TO 95% I� i + , // PROCTOR I� GS 3 I 3 TYP OF 3 gp (3) +a - / - o� i ( ) + / 4 6'OPEN STYLE METAL FENCE [] 8' HIGH NOISE ATTENUATION I I (1 ) PB (3) GS (3) PB GS (3) + + 15 + / 15 + WALL, SEE DETAIL 4/L1.50 6'HIGH SOLID VINYL FENCE r + O o� ----- - - ------ \ + + 2 ------------- ------- --- --------- - � . --__-- + + + + + LOW-MAINTENANCE FESCUE SEED MIX Cj P (2) \� \ + +�// + - SPECIES SEED MIX IN% ■ o -------- ----- ---- u) -- - - _-- _ ° O 1 + /j/ /+ FESTUCA RUBRA COMMUTATA I CHEWING'S FESCUE 15 0 ♦ -- - cc ♦ - -QR12) + // �° + FESTUCA OVINA I SHEEP FESCUE 25 J IRR 4"PIRR _ R .- - - - - / 15 I .e oI _ l _ _ 4 _ + - FESTUCA RUBRA I CREEPING RED FESCUE 25 ♦ e // ' 1 3 1 PP FESTUCA TRACHYPHYLLA I HARD FESCUE 35 AX 3 4 b GS (2) PB 2 + V O BD (3) I 4 CP O _ 7 TYP OF 8 y J + � C 18 TYP PLANT SCHEDULE ■� I GS (3) + CONIFERS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY QR (1 ) 5 I , w� ,�, + o f C ' + 8 END L W PA PICEA ABIES/NORWAY SPRUCE 8' HT. B&B 11 � �■■r 00P0 4" R 4"PIRR CP (2) ��// + CL cc: I // + + + PICEA PUNGENS'FAT ALBERT'/FAT ALBERT p PF 8' HT. B&B 11 o 4 _ (1 ) QR- - - _ _ 4" RR S 1 // + COLORADO SPRUCE O E � 9- 15 - I 7 - (1 ) PP _ 10 L + + �■■+ �.■� o / Il- co / PINUS FLEXILIS 'VANDERWOLF'S PYRAMID / cc U 0 (5) CP 1 2 / / /� �/ PA (1 ) c / 4 PI + + �� 9 PF3 VANDERWOLF'SPYRAMIDLIMBERPINE 8' HT. B&B 3 ■� CS (1 ) � . + + (2) MS Q M PP PINUS PONDEROSA/PONDEROSA PINE 8• HT. B&B 8 a N QR (1 ) M R PIRR / a 4"PIRR 4"p R �° W / DECIDUOUS TREES CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY Q 4 / / Revisions 1 n 11 BD (6) , 4"PIR 14 / / i AX ACER TRUNCATUM X PLATANOIDES 'WARRENRED' TM 2"CAL. B&B 35 1. ^„^ - 2 P B /PACIFIC SUNSET MAPLE MS 2 CS (1 ) TYP OF 4 7 / �; + ( ) 12 I ( ) / / + cc BD BETULA NIGRA'BNMTF'TM/DURA HEAT RIVER BIRCH 2"CAL. B&B 39 6cc n ' ]11___(3) CP MS 1 �/ // //' �� + 4 TYP OF 4 / / ' e- CP CELTIS OCCIDENTALIS 'PRAIRIE PRIDE'/PRAIRIE 2"CAL. B&B 31 QR 1 / // / // � + + PRIDE HACKBERRY o a (3) PB (2) AX ( / , % ® 8 BEGIN 15 J_/P' - - CS CATALPA SPECIOSA/NORTHERN CATALPA 2"CAL. B&B 15 - - - - - - -- - - - - -- 17 + + J QR (1 ) �- I --- ° --- ° I + + + - ' GS GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER'/ 2"CAL. B&B 53 CC - -- ------ - ----- ----- - SHADEMASTER HONEY LOCUST -__ ARE21 cc: - - 1 - - - _ � i 15 r P F 1 I / I + MS MALUS X'SPRING SNOW'/SPRING SNOW CRABAPPLE 2"CAL. B&B 23 CP (1 ) ` r--- ; - --- O --- --- --------- -------- _ _ ( /// I " BD ''`� M// \\ �P�EWF li),, AA QAAP I__S (4) g p 3 G S (1 I - - - - - - - - -- - - - - - O _ // I PB PLATANUS X ACERIFOLIA'BLOODGOOD'/BLOODGOOD 2"CAL B&B 33 ( ) \ ) I t LONDON PLANE TREE =r � ♦ Q �� I 00C) ` ♦ I / -r + OR QUERCUS RUBRA/RED OAK 2"CAL. B&B 18 LA-1 589 PB 3 AX 2 \ I l`: + , I- I ------ / I - - + + 18 TYP ''��I I I ► �o\\o 0 (1 ) PF CS (2) _ I + -� �F/ 7/2 22 v Project No.: 120194 2 C S Date of Issuance: 04.07.2022 ( ) Project Milestone: Permit Set IL 16 15 - - I i PB (2) I Construction Documents a Landscape Plan Area 1 Landscape Plan Area 1 40 80L 1 .01 Horizontal Scale: 1" = 40' Mao (2) BD 14 �// / V 0 CALLOUT NUMBERS COORDINATED 0 I "'MR "' CP (2) �// / T Keynotes. # TO NUMBERED NOTES BELOW. -4 TH E ♦ I a / _r + + fi 1. ACHD CLEAR VISION TRIANGLE ♦ 0 4 (1 ) QR_ 4" RR n A C' 1 �// + 2. NOISE ATTENUATION WALL, SEE LEGEND FOR WALL TYPE 15 - - 1 PP _ IVIJ ( 10 LAN D O I 7 ( ) / / + +1 3. IRRIGATION POC, REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION . O 5 C P I I 2 PA 1 4 PI + 4. BENCH.TIMBERFORM COLOSSUS. PART 2219-16; 72 PER PLANS GROUP ( ) - 1 I i - ( ) / + +1 9 5. MULTI-USE PATHWAY, REFER TO DETAIL 7/1.50 ( / 0 6. MONUMENT SIGN, BY OTHERS.SHOWN FOR REFERENCE ONLY / / \ / �� \1 ) �� • (2) MS 7. 36-48"SANDSTONE BOULDER, REFER TO DETAIL 4/L1.50 Q' = 8. SANDSTONE BOULDER RETAINING WALL R PIRR _ QR (1 )/ / 9. PLAY STRUCTURE. ID SCULPTURE WOODLAND FORT, MODEL AP018, REFER TO DETAIL 5/L1.51 4"PIRR � 10. EMBANKMENT SLIDE. BEARS PLAYGROUNDS CUSTOM SLIDE _ - - I n " 4"P R 11. 10-12-FT FALLEN LOG, REFER TO DETAIL 4/L1.51 B D 6 I ` 4.PIR - 11 / 14 / / + 12. FOOTBRIDGE, REFER TO DETAIL 5/L1.50 ( ) r� Pp 13. BOULDER TREE WELL, REFER TO DETAIL 6/L1.50 - a N FOR REFERENCE ONLY M S (2 CS (1 ) TYP OF 4 7 - // ' ( ) D 15. BIO ETENTION BASIN14. OPEN PLAY . REFER TO CORRESPONDTIVE SIGN, BY OTHERS. ING BASIN PLANTING ENLARGEMENT ON SHEETS L1.03-L.1.06 x 12 / / + 16. COMMUNITY POOL, BY OTHERS. SHOWN FOR REFERENCE ONLY 6 n - / /// / + + 17. DRY CREEKBED, REFER TO DETAIL 1/L1.51 LU + I I �, (3) � P / / / + 1 18. FUTURE HWY 16 LANDSCAPE BUFFER SHRUB PLANTING, REFER TO L1.07 FOR ADDITIONAL INFORMATION T W I I I M S (1 ) 4 19. COMMUNITY POOL SHRUB PLANTING, REFER TO DETAIL 6/L1.51 FOR ADDITIONAL INFORMATION = 0 a 3 PB (2) AX QR (1 / / , ;' / �k + 8 BEGIN • I O // , � � Legend. 15 PB (2) _ _-- /,/ _ (1 ) PA _ _ __ - - - + fi RHIZOMATOUS TALL FESCUE SOD + UPLAND MONTANE SOD MIX, _ - -- + + REFER TO MAGIC VALLEY TURF O AREA 1 QR (1 ) �♦ I �- `� o o - - 17 + ' + + AT(208) 326-2220 FOR -- - -------- -- --------- -- ------ ADDITIONAL INFORMATION 15 // I 14 + LOW-MAINTENANCE FESCUE CP (1 ) _ �� ACHD BIORETENTION SOIL MIX, r--- - -------- --- --------- -- - O - - PF (1 /j/ I SEED MIX - REFER TO 2018 ACHD STANDARD MS 4 o ----- /// I SPECIAL PROVISION 20201 FOR ( ) B D (3) G S (1 ) I - - - - -- - - - - - - - - - I // I < = ADDITIONAL INFORMATION 0 - -- CP (2) • n ' I I I, I PB 3 AX 2 \� I // I - + v 2-6" RIVER COBBLE AT 12" DEPTH //j/ ASPHALT PATHWAY, REFER TO 4 I ( ) ( ) PER DETAIL 1/L1.51 / / / DETAIL 7/L1.50 FOR ADDITIONAL // I + 1 8 �P � // ////j INFORMATION ------ I / I + / // // / (1 ) PF CS (2) - 8 + ° L - � i (2) CS 4'i MINUS GRAVEL SURFACING AT BARK MULCH 15 - -- _ I P B (2) DEPTH, COMPACT TO 95/" PROCTOR 19 TYP I I 4'PIRR I I = r + (1 ) PA I �/ I + + 4i I + + o i i 4 pIR + + + (3) PP 8' HIGH NOISE ATTENUATION 6'OPEN STYLE METAL FENCE [] (3) G S I WALL, SEE DETAIL 4/L1.50 _ I 4„PIRR I // I + + (3) QR I I ; I / + 4 + + + 6'HIGH SOLID VINYL FENCE I -�-. -----� _ 5 PB o I I MS (1 ) ,I / I + + + + � 0 O ■� 9 % (2) AX (5) GS ° I y II o . ♦ CS (2) + + (1 ) PA LOW-MAINTENANCE FESCUE SEED MIX ■� « I 1 - - - - -- - - PA (2) SPECIES SEED MIX IN% ■ �- + + // 1 \ / / + ' FESTUCA RUBRA COMMUTATA I CHEWING'S FESCUE 15 0 // +1 FESTUCA OVINA I SHEEP FESCUE 25 J + 13 FESTUCA RUBRA I CREEPING RED FESCUE 25 •j 0 + + FESTUCA TRACHYPHYLLA I HARD FESCUE 35 i /= --- - -- - i'/ TYP OF 13 V� iC CM \ \ 13 + 3 QR ■_ ■� I AX (2) GS (4) AX (2) _ I O PLANT SCHEDULE • i I � \\ 15 - r 4 CONIFERS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY i E�i_ + + CL MS (1 6PA PICEA ABIES/NORWAY SPRUCE 8' HT. B&B 11 + + SCA + + + / � I I I I + PICEA PUNGENS'FAT ALBERT'/FAT ALBERT cc p co PF 8 HT. B&B 11 O � � GS (4) I I I 15 I: I I + �- / COLORADO SPRUCE CD U 0 00 4"PIRR 4"PIRR 4"P RR 4"PIRR "PIRR I I I I I - + + (5) B D PINUS FLEXILIS VANDERWOLF S PYRAMID/ o + + PF3 VANDERWOLF'S PYRAMID LIMBER PINE 8 HT. B&B 3 ■� I � 15 1 I I + z (5) PF I BD I: I I I + cn I (5) I j I I PP PINUS PONDEROSA/PONDEROSA PINE 8' HT. B&B 8 N -X X X I I I a + + M • + + I I I1 ) M S oC I I I I I �- DECIDUOUS TREES CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY Cl-� I i I I + Revisions 1� (1 ) PF I i i + + + + + (2) QR 0AX ACER TRUNCATUM X PLATANOIDES WARRENRED' TM 2"CAL. B&B 35 1. /PACIFIC SUNSET MAPLE ---- (3) GS (2) AX (3) GS GS (3) I ;I + LEP- EP-EP-4- I 1 C P BD BETULA NIGRA'BNMTF'TM/DURA HEAT RIVER BIRCH 2"CAL. B&B 39 \ Lf" IN, P CELTIS OCCIDENTALIS 'PRAIRIE PRIDE /PRAIRIE \ \ ---------- --------- -- ---------- ---- ----- ------ ---- ---- --------- ♦ ---J I RIDE HACKBERRY CAL. &B 1 C P 2" B 3 -- --------- -- ---------- --- 15 \\\ �� o - - - - 1 _ _ I = + (1 ) PA CS CATALPA SPECIOSA/NORTHERN CATALPA 2"CAL. B&B 15 18 TYP - ------- ------ ------ ----- ---- --------- --- --- ---- -- --- -- \ \ IVI S (3)\ + 1 P P GS GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER'/ 2"CAL. B&B 53 - - - - I ( ) SHADEMASTER HONEY LOCUST \\ \ \\ ° 0 F - - - - - - - - - - - Q \ �C P (3) I t 8 BEGIN MS MALUS X'SPRING SNOW'/SPRING SNOW CRABAPPLE 2"CAL. B&B 23 (1 ) QR \\ GS (2) AX (2) GS (3) MS (1 ) - ,�`��P�E°F'°qA/1 \\ \ \\\ PF3 1 I + (3) MSo PB PLATANUS X ACERIFOLIA'BLOODGOOD'/BLOODGOOD 2"CAL. B&B 33 (1 ) CS \\ \ \\ ( ) i LONDON PLANE TREE = I \ ° I - I (1 ) PA \\\ \ \ C (1 ) I I (1 ) CS OR QUERCUS RUBRA/RED OAK 2"CAL. B&B 18 /�� LA 1 58944 ^ 6 // SCAY� J - - - 4"PIRR 4" I "PIRR I - i + OzF/07/2022 L1 .50 _ _ _ _ \ \ \ _ _ _ _ Project No.: 120194 I + \\ \\ \ \\� 2 END Date of Issuance: 04.07.2022 8 END �-_ _ END 5 Project Milestone: Permit Set oa )A Construction Documents Landscape Plan Area 2 Landscape Plan Area 2 40 80L1m02 Horizontal Scale: 1" = 40' Mao Sheet Notes: �� Fes 2 ` SD � _ � �_. T H 1. ALL INFILTRATION BASINS SHALL BE CONSTRUCTED ACCORDING TO CIVIL PLANS. SOIL WITHIN EACH • /� �� I / INFILTRATION BASIN SHALL BE PREPARED ACCORDING TO ADA COUNTY HIGH DISTRICT'S 2018 STANDARD w LAND SPECIAL PROVISION 20201, BIORETENTION SOIL MIX. 2. REFER TO SHEETS 1-1.01 AND 1-1.02 FOR TREE PLANTING, SHEETS L1.07 AND L1.51 FOR SHRUB PLANTING G R 0 U P AREA DETAILS 1 I 1 J ` o / I I � ■ ' 3. REFER TO LANDSCAPE NOTES ON SHEET L1.00. AND 1310TRETENTION SEED MIX SPECIES SEED MIX IN% • P (� / I I I , 1 I I ✓ I BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 I ` I Q /I � i • ` / I I d i I I � • i DISTICHLIS SPICATA I INLAND SALTGRASS 10 a • I I I `Y/ I I I HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 m CAREX PRAEGRACILIS I MEADOW SEDGE 15 • i I I I I I I I I CAREX NEBRASCENSIS I NEBRASKA SEDGE 15 • I / 1 i • i l I I I • I AGROSTIS SCABRA I ROUGH BENTGRASS 20 lb I I I I I/ I I I DESCHAMPSIA CAESPITOSA I TUFTED BENTGRASS 20 � I Q 1 I I I I I °� I I • 1\ I I • 1 I I I I � I I I I I � � • I i a I I 1 I 1 ° - 1 PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY 1 1 • I BB BOUTELOUA GRACILIS'BLONDE AMBITION'/ 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA C rr I ! I • I I ( I CORNUS SANGUINEA'MIDWINTER FIRE'/ CM MIDWINTER FIRE BLOODTWIG DOGWOOD 5 GAL. POT 111 ' 1 CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY FI FORSYTHIA X INTERMEDIA/BORDER FORSYTHIA 5 GAL. POT 41 o � o / I \� � I \, FP2 FALLUGIA PARADOXA/APACHE PLUME 3 GAL. POT 33 \\ JS JUNIPERUS SABINA/SAVIN JUNIPER 5 GAL. POT 28 \ — — PHYSOCARPUS OPULIFOLIUS'MONLO'TM/ a 'PjZ c„ O PB2 DIABOLO NINEBARK 5 GAL. POT 9 PG PHILADELPHUS LEWISII 'GOOSE CREEK'/WILD 5 GAL. POT 32 O MOCKORANGE ■ ' � � � 0 10' 20' � � � � 0 10' 20' � � � 0 10' 20' ��= PT PURSHIA TRIDENTATA/ANTELOPE BITTERBRUSH 5 GAL. POT 20 ■� Infiltration Basin 1 Infiltration Basin 2 Infiltration Basin 3 Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10' RHUS TRILOBATA AUTUMN AMBER' /AUTUMN ■� RA 5 GAL. POT 131 AMBER SUMAC M0 RW ROSA WOODSII/MOUNTAIN ROSE 5 GAL. POT 53 CA` SD SALVIA DORRII/DESERT SAGE 3 GAL. POT 46 CJ -. � t I 00000000 I I I 0000 oo ------ -—————————————— __ I I I/ I �� -- � I 1 � SCHIZACHYRIUM SCOPARIUM THE BLUES,/THE / I SS BLUES LITTLE BLUESTEM 3 GAL. POT 89 SHRUB AREAS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY ■� = • � I v/w � \\ I I / � I � I I AB ACHD BASIN FORB MIX/FORB MIX ___ 10,417 SF �' I� y ■I� ACHILLEA MILLEFOLIUM/COMMON YARROW AM 1 GAL. POT 98 \ / j I I PLANT AT 24"O.C. m cc ro o I �AGASTACHE NEOMEXICANA/NEW MEXICO E v O AN HUMMINGBIRD MINT 1 GAL. POT 64 a 00 _ I o o PLANT AT 24"O.C. � t / I FESTUCA IDAHOENSIS'SISKIYOU BLUE'/SISKIYOU cc FS BLUE FESCUE 1 GAL. POT 526 ■ CZ Z v PLANT AT 181,O.C. L o NEPETA X FAASSENII 'WALKER'S LOW'/WALKER'S N °) ro) ....._ I �— / I P a I NW LOW CATMINT 1 GAL. POT 41 co PLANT AT 361,O.C. v Revisions / I I I a I i I I I • PENSTEMON STRICTUS/ROCKY MOUNTAIN • 1� PS PENSTEMON 1 GAL. POT 62 1 PLANT AT 36"O.C. I\ I 1 I C� I I a I I I 1 / I I I ,� 5 I • I ic � I ► - I I I I I � Illll \\\P�E OF v i I I I J I Ir I • I I I d T ��, w T,�� I I 1\, I �I a I _ '" ti = LA-1 589 I 1 • � I I �\ I 1 . I I �`� 4�: Y�4•�� 1 / i I �, I I a • I .i I NDsCA I I I I I I l l 04/07/2022 I J I J Project No.: 120194 Date of Issuance: 04.07.2022 I \ I I I Q Project Milestone: Permit Set o , 4I I / II - c-� Construction Documents Landscape Plan Basin Enlargement a Infiltration Basin 4 10 20 Infiltration Basin 5 10 20 Infiltration Basin 6 1°' 2°' �LL 1 0 3 Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10' ■ ��o \ I I I Io000 —— — — — — rt - - - - - - - - - Sheet Notes: ..� ,,►.►- I � � _ THE1. ALL INFILTRATION BASINS SHALL BE CONSTRUCTED ACCORDING TO CIVIL PLANS. SOIL WITHIN EACH �� , D Q I i INFILTRATION BASIN SHALL BE PREPARED ACCORDING TO ADA COUNTY HIGH DISTRICT'S 2018 STANDARD LAND 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 GROUP AREA DETAILS • \�\ 3. REFER TO LANDSCAPE NOTES ON SHEET 1-1.00. __ 1 AND BIOTRETENTION SEED MIX — _ — — — — — — — — \ SPECIES SEED MIX IN% Q I BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 \ I • I w �� / • V \ I I DISTICHLIS SPICATA I INLAND SALTGRASS 10 °C HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 m I \ • • , o \� \ \� CAREX PRAEGRACILIS MEADOW SEDGE 15 /110 ' • \ �� CAREX NEBRASCENSIS NEBRASKA SEDGE 15 I • o I ' \ \� AGROSTIS SCABRA I ROUGH BENTGRASS 20 DESCHAMPSIA CAESPITOSA I TUFTED BENTGRASS 20 I � PLANT SCHEDULE E3 E3 E3 B B B B B B B B0 \\ SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY 0000 BOUTELOUA GRACILIS'BLONDE AMBITION'/ BB 3 GAL. POT 52 • it/ \ BLONDE AMBITION BLUE GRAMA CORNUS SANGUINEA'MIDWINTER FIRE'/ I /I 1\\\ r♦ CM 5GAL. POT 11191 � MIDWINTER FIRE BLOODTWIG DOGWOOD M/Ij M/a CERCOCARPUS MONTANUS/ALDERLEAF 10 CM2 MOUNTAIN MAHOGANY 5GAL. POT 21 M/a /Fl • � FI FORSYTHIA X INTERMEDIA/BORDER FORSYTHIA 5 GAL. POT 41 ----- -------- ----- ----- ----- ----- --- ----- -- --- -- — -------- --- — O \� • // FP2 FALLUGIA PARADOXA/APACHE PLUME 3 GAL. POT 33 \ / JS JUNIPERUS SABINA/SAVIN JUNIPER 5 GAL. POT 28 p O P62 D ABOLOARPUS RK OPULIFOLIUS'MONLO'TM/ 5 GAL. POT 9 PG PHILADELPHUS LEWISII 'GOOSE CREEK'/WILD 5 GAL. POT 32 O MOCKORANGE ■ y Infiltration Basin 7 0 10' 20' Infiltration Basin 8 0 10, 20' =�.= PT PURSHIATRIDENTATA/ANTELOPE BITTERBRUSH 5GAL. POT 20MIN ■� Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10' RHUS TRILOBATA AUTUMN AMBER' /AUTUMN ■� \ RA 5GAL. POT 131 AMBER SUMAC RW ROSA WOODSII/MOUNTAIN ROSE 5 GAL. POT 53 CA` SD SALVIA DORRII/DESERT SAGE 3 GAL. POT 46 �x\�—�r \[r��—tF'—�� t�' ,EP DER � I N E� I COD I SCHIZACHYRIUM SCOPARIUM'THE BLUES'/THE SS BLUES LITTLE BLUESTEM 3 GAL. POT 89 n SHRUB AREAS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY ■� AB ACHD BASIN FORB MIX/FORB MIX ___ 10,417CL I SF ACHILLEA MILLEFOLIUM/COMMON YARROW CA AM PLANT AT 24"O.C. 1 GAL. POT 98 o EP EP EP EP EP EP EP EP EP EP i a a AGASTACHE NEOMEXICANA/NEW MEXICO O E M \ i AN HUMMINGBIRD MINT 1 GAL. POT 64 a 00 a PLANT AT 24"O.C. p FESTUCA IDAHOENSIS'SISKIYOU BLUE'/SISKIYOU I —— FS BLUE FESCUE 1 GAL. POT 526 ■ z PLANT AT 18"O.C. Lo � NEPETA X FAASSENII 'WALKER'S LOW'/WALKER'S a N — _ co NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36"O.C. \ \\\I I// • PENSTEMON STRICTUS/ROCKY MOUNTAIN Revisions 1� ° r—— —— — — t PS PENSTEMON 1 GAL. POT 62 1' /111\\\\�\ I 1 PLANT AT 36"O.C. ------------- / \ \ °rb • - - -' - - — — — \\\ a -- ------ - o ------- —————— --------------------- OF Ipgy��j�i \ \ IN, LA 1 589 \ IN,\ \ 04/07/2022 RIW — IN, \ Project No.: 120194 / \ \ IN, Date of Issuance: 04.07.2022 / \ \ Project Milestone: Permit Set Construction Documents Landscape Plan Basin Enlargement 3a Infiltration Basin 9 10 20 Infiltration Basin 10 10' 20' L1-- Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10' ■04 Mao ' Sheet Notes: •.� �.►. / T HE R/(/y 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 20201, BIORETENTION SOIL MIX. . 2. REFER TO SHEETS L1.O1 AND L1.O2 FOR TREE PLANTING, SHEETS L1.O7 AND L1.51 FOR SHRUB PLANTING GROUP \ AREA DETAILS 3. REFER TO LANDSCAPE NOTES ON SHEET 1_1.00. AND 1310TRETENTION SEED MIX — — — — — — — — — \ / / f SPECIES SEED MIX IN% BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 DISTICHLIS SPICATA I INLAND SALTGRASS 10 u 1 CD CD HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 J CAREX PRAEGRACILIS I MEADOW SEDGE 15 � I I I I I � � � \ � / / // /� • CAREX NEBRASCENSIS I NEBRASKA SEDGE 15 J \ // / I AGROSTIS SCABRA I ROUGH BENTGRASS 20 \ DESCHAMPSIA CAESPITOSA I TUFTED BENTGRASS 20 I / 1 / I I I • � I �� _ ,O // 1 • I i I I �� 1 PLANT SCHEDULE SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY BOUTELOUA GRACILIS'BLONDE AMBITION'/I \ 1 I BB 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA 1 CM CORNUS SANGUINEA'MIDWINTER FIRE'/ 5 GAL. POT 111 MIDWINTER FIRE BLOODTWIG DOGWOOD 1 1 CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 ° MOUNTAIN MAHOGANY I I I 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 1 I i I 1 0 PHYSOCARPUS OPULIFOLIUS'MONLO'TM/ PB2 DIABOLO NINEBARK 5 GAL. POT 9 j l I I I P PHILADELPHUS LEWISII 'GOOSE CREEK'/WILD 5 GAL. POT 32 PG O MOCKORANGE ■� I I I I I 1 -•'�„ PT PURSHIA TRIDENTATA/ANTELOPE BITTERBRUSH 5 GAL. POT 20 ■ I I • I I I I I I I 1 ■; RA RHUS TRILOBATA 'AUTUMN AMBER' /AUTUMN 5 GAL. POT 131 AMBER SUMAC RW ROSA WOODSII/MOUNTAIN ROSE 5 GAL. POT 53 CA 1 d SD SALVIA DORRII/DESERT SAGE 3 GAL. POT 46 CJ I I I I I I I 1 Q SS SCHIZACHYRIUM SCOPARIUM'THE BLUES'/THE 3 GAL. POT 89 1 BLUES LITTLE BLUESTEM I I I I I I SHRUB AREAS CODE BOTANICAL/COMMON NAME SIZE CONTAINER 1QTY ■ = ° \ AB ACHD BASIN FORB MIX/FORB MIX ___ SF,417 CL Z7 CA D / ACHILLEA MILLEFOLIUM/COMMON YARROW AM 1 GAL POT 98 I I PLANT AT 24 .O.C. ANN . � AGASTACHE NEOMEXICANA/NEW MEXICO O E C.0 \\ I • } I a AN HUMMINGBIRD MINT 1 GAL. POT 64 mime0 00 PLANT AT 24 O.C. c- p • l I I FESTUCA IDAHOENSIS'SISKIYOU BLUE'/SISKIYOU ■- _ FS BLUE FESCUE 1 GAL. POT 526 z c� PLANT AT 18"O.C. Lo /11 j I M W NEPETA X FAASSENII WALKERSI LOW /WALKERS a N • cy NW LOW CATMINT 1 GAL. POT 41 PLANT AT 36"O.C. In 1� PENSTEMON STRICTUS/ROCKY MOUNTAIN Revisions ---_--- PS PENSTEMON 1 GAL. POT 62 1 • d PLANT AT 36"O.C. Infiltration Basin 11 10' 20' _ Infiltration Basin 12 10, 20' I . / Horizontal Scale: 1" = 10' \ / Horizontal Scale: 1" = 10' I 1 I I 1 I I 1 I 1 I I I I `\\ PEE of�r7gy IF S = t ti, = • c� LA-1 5814 �NDSCAY,& 1 1 1 04/07/2022 Project No.: 120194 • Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Plan Basin 0 10' 20' Enlargement Infiltration Basin 13 � = L1m05 Horizontal Scale: 1" = 10' Mao VV a Sheet Notes: �i= T H E f \ 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 O \ SPECIAL PROVISION 20201, BIORETENTION SOIL MIX. \ 2. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING, SHEETS L1.07 AND L1.51 FOR SHRUB PLANTING • G R O U P AREA DETAILS - 3. REFER TO LANDSCAPE NOTES ON SHEET L1.00. / 0 --- / \ AND BIOTRETENTION SEED MIX O ` • • - SPECIES SEED MIX IN% \\ _ I o • ^� • �� Q BOLBOSCHOENUS MARITIMUS I ALKALI BULRUSH 10 \ \ • • DISTICHLIS SPICATA I INLAND SALTGRASS 10 cc < • HORDEUM BRACHYANTHERUM I MEADOW BARLEY 10 \ • �� • • CAREX PRAEGRACILIS I MEADOW SEDGE 15 \\ • • O \\ CAREX NEBRASCENSIS I NEBRASKA SEDGE 15 AGROSTIS SCABRA I ROUGH BENTGRASS 20 ` \ o — O ' DESCHAMPSIA CAESPITOSA I TUFTED BENTGRASS T20 C - --------- -- •_ • O CO \ O_ ___ _ O __ _ _ ___ _ _ _ PLANT SCHEDULE _\ — — — — — — — — —— — — — —— — _ SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY \ \ \ - _ _ \ \ \ \ \ \ \ �• BB BLONDE M ITION IS'BLONDE AMBITION'/ 3 GAL. POT 52 BLONDE AMBITION BLUE GRAMA CM CORNUS SANGUINEA'MIDWINTER FIRE'/ 5 GAL. POT 111 ° — — _ _— _ — \ \ MIDWINTER FIRE BLOODTWIG DOGWOOD _ — — ——— — — ——— — - CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 MOUNTAIN MAHOGANY FI FORSYTHIA X INTERMEDIA/BORDER FORSYTHIA 5 GAL. POT 41 Infiltration Basin 14 0 10, 20' FP2 FALLUGIA PARADOXA/APACHE PLUME 3 GAL. POT 33 Horizontal Scale: 1" = 10' JS JUNIPERUS SABINA/SAVIN JUNIPER 5 GAL. POT 28 Pg2 PHYSOCARPUS OPULIFOLIUS'MONLO'TM/ 5 GAL. POT 9 V O DIABOLO NINEBARK PG PHILADELPHUS LEWISII 'GOOSE CREEK'/WILD 5 GAL. POT 32 O MOCKORANGE ■� \\I I/ a = - • = PT PURSHIA TRIDENTATA/ANTELOPE BITTERBRUSH 5 GAL. POT 20 ■ —————— ---------- ------ — — — 'nnn` - ---- ---- --- ————--- — / \ RHUS TRILOBATA 'AUTUMN AMBER' /AUTUMN RA AMBER SUMAC 5 GAL. POT 131 ■ /W R/ R/W W R RIW o \ =\ / R/W j RW ROSA WOODSII/MOUNTAIN ROSE 5 GAL. POT 53 SD SALVIA DORRII/DESERT SAGE 3 GAL. POT 46 y � \ O SS BLUES LITTLEUBLUE 0 E�RIUM 'THE BLUES'/THE 3 GAL. POT 89\\ \ _ _ o _ \ SHRUB AREAS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY ■ ■1 Z7 /I110,� 10,417 � — AB ACHD BASIN FORB MIX/FORB MIX --- CL Cc SF mime 1 \� ACHILLEA MILLEFOLIUM/COMMON YARROW cc I \ AM 1 GAL POT 98cc PLANT AT 24"O.C. . = cc O \ / _ AGASTACHE NEOMEXICANA/NEW MEXICO O E � \ — — ———— AN HUMMINGBIRD MINT 1 GAL. POT 64 CD a \ // o . \ i — — ——— —— PLANT AT 24"O.C. 00 p \ - o � � • \ FESTUCA IDAHOENSIS SISKIYOU BLUE'/SISKIYOU ■— � • \ • / / / / ——— — o • ` FS BLUE FESCUE 1 GAL. POT 526 z ,� / �5 / o —— ———— • PLANT AT 18"O.C. LO I o • —— ——— —— i NEPETA X FAASSENII 'WALKER'S LOW'/WALKER'S a M • / / /\ J J , J J , J J , J , NW LOW CATMINT 1 GAL. POT 41 Ile / of o J PLANT AT 36 O.C. Revisions o 0 o PENSTEMON STRICTUS/ROCKY MOUNTAIN • \ / / PS PENSTEMON 1 GAL. POT 62 1 PLANT AT 36"O.C. 00 \\ \ ° \\ \ \ // / A • • j / �� PEE OF lOqT. O Nam' -ti , Ioq/07/2022 Project No.: 120194 a \v \ Date of Issuance: 04.07.2022 Project Milestone: Permit Set oa / / 1 Construction Documents Landscape Plan Basin Enlargement 3a Infiltration Basin 15 10 20 Infiltration Basin 16 ,°' 20' -- Horizontal Scale: 1" = 10' Horizontal Scale: 1" = 10' L1 ■06 Mao ' PG 1 � ' -. � - �;/ ; + i. + + _ Sheet Notes: t" F _ / + + + 1. REFER TO SHEETS L1.01 AND L1.02 FOR TREE PLANTING AND SITE AMENITIES. 1r/ . T H E + + 2. REFER TO LANDSCAPE NOTES ON SHEET L1.00. LAN D + ' 3. REFER TO INFILTRATION BASIN PLANTING ENLARGEMENTS ON SHEETS L1.03-L.1.06. GROUP _ FI (3) — - - - - - Legend: - - - - - - o Q_Y + r + + + \ / ° / / /// + 1 PU' RHIZOMATOUS TALL FESCUE SOD + UPLAND MONTANE SOD MIX, + + + I / // / REFER TO MAGIC VALLEY TURF + + 1 JS 2 1 / i _ — (6) BB + AT (208) 326-2220 FOR ° v / / / / + ADDITIONAL INFORMATION + i ; I L / / / / / LOW-MAINTENANCE FESCUE __ ACHD BIORETENTION SOIL MIX, + (3) CM2 SEED MIX REFER TO 2018 ACHD STANDARD + + + i I I ADDITIONAL NFORMATION SPECIAL PROVISION 20201 FOR RW (8) � � • // (10) RW - - - - - - - - - / B 4 °� /FP2 (4) / / + + + + + 2-6" RIVER COBBLE AT 12"DEPTH ///j//j/ ASPHALT PATHWAY, REFER TO S D (5) PER DETAIL 1/L1.51 //// // / DETAIL 7/L1.50 FOR ADDITIONAL / , — / // / + INFORMATION -, ' I / i - ° °,, I / (10) BB - - __ I / 1 + - 4' J + i // I + + 4" MINUS GRAVEL SURFACING AT BARK MULCH — — — + + + + — _ + 6" DEPTH, COMPACT TO 95% + / + + + + + + + + + I // I (7) RW PROCTOR + + — — + + + + + + + + +rr / + - - -- --___ /// I + + + + 77 + + f+ i f r ' + //,/r 0 24"GIRR — - -- - - - - ° ► 1 ,/ I 2 FIB 1 PG 8' HIGH NOISE ATTENUATION � + + , r + + + + �/i + + — — \ �� I // I . � � ( ) 6'OPEN STYLE METAL FENCE [] + + + 4 + + + + + + + WALL, SEE DETAIL 4/L1.50 + + + + + + + + + + + // + + + �� ,,o/ /// I + (7) RW 6' HIGH SOLID VINYL FENCE + + + + + + + + + + + �/ + I // I � + 1 + + + + + + + + + + + + + + + + I � + + �(6) RA 1 ; + + F + + + + + RW 1 // 1 PLANT SCHEDULE + rt SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY / RW 6 .� + +' + // / + + + + + + 4, BOUTELOUA GRACILIS'BLONDE AMBITION'/ +• = BB 3 GAL. POT 52 + / I / I + + 1 BLONDE AMBITION BLUE GRAMA + + /// � + + + + + + � + + + + 1 // 1 + + CM CORNUS SANGUINEA'MIDWINTER FIRE'/ 5 GAL. POT 111 + / // / + + + // I + G) MIDWINTER FIRE BLOODTWIG DOGWOOD / + + + + + 1 / I (1 ) — — _ +/ // +¢ + + I /j I + + + T ' CM2 CERCOCARPUS MONTANUS/ALDERLEAF 5 GAL. POT 21 + + + A 1 /j I + + MOUNTAIN MAHOGANY O ----- + /// + + + + o 01 // 1 + + + + +' ■ /// /+ + + + 1 + + ° FI FORSYTHIA X INTERMEDIA/BORDER FORSYTHIA 5 GAL. POT 41 ■� + + + + + + + 1 + + + + + + + /// /+ + + +� — —— — — — — — — ° FP2 FALLUGIA PARADOXA/APACHE PLUME 3 GAL. POT 33 ■ — + // / (1 ) FI ---- ,, ///// + +1 JS JUNIPERUS SABINA/SAVIN JUNIPER 5 GAL. POT 28 0 + 'L - — \� / - + + +O + �`� \ /�/ + PHYSOCARPUS OPULIFOLIUS'MONLO'TM/ y + + + O PB2 5 GAL. POT 9 �\ � + �� / / DIABOLO NINEBARK • ---- ------ ----- --- + PHILADELPHUS LEWISII'GOOSE CREEK'/WILD \ + ' \ \\ + PG MOCKORANGE 5 GAL. POT 32 C - - J S (3) / / / ��ro PT PURSHIA TRIDENTATA/ANTELOPE BITTERBRUSH 5 GAL. POT 20 1 11 / I - _ - � I BB (4),/ + + o \ + + RA RHUS TRILOBATA AUTUMN AMBER /AUTUMN CL 5 GAL. POT 131 �■■r PG 1 n + + AMBER SUMAC + + + �. cc /I / + Imo_ + RW ROSA WOODSII/MOUNTAIN ROSE 5 GAL. POT 53 cc o + i I � + 0 E co i + + °' 00 + (8) is I + SO SALVIA DORRII/DESERT SAGE 3 GAL. POT 46 � p 01 4- L / /// + I 4 + ■ � z �_ i- SCHIZACHYRIUM SCOPARIUM 'THE BLUES'/THE SS 3 GAL. POT 89 � BLUES LITTLE BLUESTEM a c>7 '� � a=� + 1PG .111 � I _ 4 + + a _ � � ( ) I SHRUB AREAS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY 6 BB � � I I I �-- + + 10,417 Revisions 1� 1 RW (9) 1 � 1 ) CM2 AB ACHD BASIN FORB MIX/FORB MIX -- SF ° I i I + 1. ACHILLEA MILLEFOLIUM/COMMON YARROW •� B B (3) + + +� AM PLANT AT 24"O.C. 1 GAL. POT 98 (3) CM2 ' 'PB2 1 + ( ) AGASTACHE NEOMEXICANA/NEW MEXICO ° RW (8) / / (10) RW - — — — — — — — — — — — — — — , + + + ° 4 a a ° °a a AN HUMMINGBIRD O LINT 1 GAL. POT 64 /FP2 •(4) / / + + ;RA (7) - + (2) FI FESTUCA IDAHOENSIS'SISKIYOU BLUE'/SISKIYOU -------- -- --------- -- ---------- ---- ---� FS BLUE FESCUE 1 GAL. POT 526 J S (4) + PLANT AT 18"O.C. + — — — NEPETA X FAASSENII 'WALKER'S LOW'/WALKER'S / + � + J J J J J J NW LOW CATMINT 1 GAL. POT 41 (10) BB ---------- --- --------- -- --------- - --- B B 5 ' ' PLANT AT 36"O.C. I � I + + a o o PENSTEMON STRICTUS/ROCKY MOUNTAIN (4) JS ,PG (3) PS PENSTEMON 1 GAL. POT 62 PLANT AT 36"O.C. I AREA J, + I I (7) RW � ,,RA (12) (1 ) FI \ ' ► ' " / 0 1 I 10 2 FIB 1 PG 19�� I i O SD (6) - I w •� // I - PB2 1 LA-1 589 � � IL III Oq/0712022 Project No.: 120194 / I Date of Issuance: 04.07.2022 JS (2) / -e Project Milestone: Permit Set Construction Documents L RV� (6 _ Landscape Plan Shrub Planting Detail ° 40' 80' Landscape Buffer Shrub Planting Detail: Area 2 40 80 Landscape Buffer Shrub Planting Detail: Area 1 -- Horizontal Scale: 1"=40' Horizontal Scale: 1" = 40' L 1 m 0 7 Mao i I � CALLOUT NUMBERS COORDINATED _ Keynotes. # TO NUMBERED NOTES BELOW. �� T H E CHUKAR RIDGE SUBDIVISION I 1. EXISTING FENCING FROM CHUKAR RIDGE SUBDIVISION TO REMAIN141A 2. EXISTING FENCING FROM OWYHEE HIGH SCHOOL TO REMAIN . LAN D 1 BEGIN 1 END • 2 1 BEGIN 1 END Legend.:I —� GROUP — BEGIN 6'OPEN STYLE METAL FENCE [] & HIGH NOISE ATTENUATION WALL, SEE DETAIL 6/L1.50 6' HIGH SOLID VINYL FENCE id II I II II Ij \ II / I / 1111 I IIII X� I \vl,r V 1� ICI / I _ - - - 2 END c3 y � I 2 BEGIN - I I � — // // � I ■� — �LU / I y W u / / ■� I II �III I y I _ CJ CL I IIII j � � ' II y ANN I III II 0 Cco �E I M I I ) o ---- ZZZZZ:�JZ7=77T cc a coCD n / Revisions 1� I I ---- I I IIII i IIII / IIII I � ) IIII / IIII IIII IIIII IIII � �II II � 1 U II II I / i U / EP I I I `� I � I \\\11111/�7 U I \\\\�P�E OF Ipgy��j� x \� 5 O 2 LA-1 589 END 0 x 04/07/2022 3 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents a Fencing Plan FencingPlan0 140' LlmlO Horizontal Scale: 1" = 70' NOTES: NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO 1 1 THE RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN WAIIIIIIIn WE STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; LAN D YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE . 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. - GROUP NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. INSTALLATION OF PLANT MATERIAL. a� o 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR - PREVAILING WIND DIRECTION STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO GALVANIZED NAILS TO PREVENT SLIPPAGE. PREVENT SLIPPAGE. a 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE 00 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. C� �o 2"x 2"x 8'CEDAR STAKE- DO NOT PENETRATE ROOTBALL. o, 2"x 2"x 8'CEDAR STAKE-DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. � L q SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM TRUNK I TRUNK UTILIZE SOIL/ROOT PROBE AROUND TRUNK \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK T' \\ BACKFILL WITH SOIL PLANTING MIX. SEE (APPROX. 34"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. �\� \ \\ \ FINISH GRADE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. \ \ \ \ \\ FINISH GRADE REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP /\\/\\ \ \\ \ \\ \ \ /\/ 1 \ \/ \ \ \ _" REMOVE BURLAP, TWINE,AND WIRE BASKET FROM TOP OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ \ COMMERCIAL SLOW RELEASE FERTILIZER TABLETS /OF ROOTBALL, REMOVE ALL NAILS,TIES, AND PLASTIC \ \ COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ \\ \ \ \ \ \ \\/\/ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \/ \/A � V/VA VA v v v /VA / v s>,>� >>3>,>> ' v v // // WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \/\\ \ s�>; \ \\ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE \\/ \/\/\/\/\/\ \ \/\/ \ REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. VL/ V/V/�V/�V/�V/�V/�V/�V/� /V/\ // LEFT ON THE BOTTOM OF THE ROOTBALL. VAS%\ VAS/AAA%\�%\�/�/�/�/AAA /j�/j�/j�/j�/j�/j�/j�/j�/j�/j�// SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL AVA VAjjAAjj�jAAjjA�jjA�jjA�jjAAjjAAjjAA/AAj j SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2x ROOTBALL DIAMETER 2x ROOTBALL DIAMETER Deciduous Tree Planting 3x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER 1 Scale: NITS 2 Scale: NITS OUT-TO-OUT DECK PLANKS GENERAL NOTES: **CLEAR WIDTH 5/8"0 X V-4" TIMBER BOLT & STRUCTURE NUT W/(2)-MALLEABLE IRON SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN WASHERS. FIELD DRILL 11/16"0 ACCORDANCE WITH THE STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND 6 6 HOLES IN CURB , DECK PLANKS & BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-03) AND STANDARD SPECIFICATIONS FOR CONTINUOUS PLATE TO MATCH CONSTRUCTION OF TRAILS AND TRAIL BRIDGES ON FEDERAL PROJECTS, 2" X 8" MINIMUM CURB BLOCK. TREAT HOLES PER RUNNING PLANK i i GENERAL NOTES. TIMBER & LUMBER: SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF 2" X 12" SHOWN THE GRADING RULES AGENCY FOR THE SPECIES, TYPE, AND GRADE SPECIFIED BELOW. 6" X 6" CURB DECK PLANKS, CURBS, SILLS, & BACKING PLANKS _ _ - COASTAL REGION DOUGLAS FIR-LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES _ 3" X 6" X 2'-0" CURB BLOCKS AGENCY - WWPA, WCLIB SPACED AT 5'-0" ON CENTER RUNNING PLANKS - - - COASTAL REGION DOUGLAS FIR-LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES -- 3" X 8" MINIMUM DECK PLANKS AGENCY - WWPA, WCLIB 2" X 6" CONTINUOUS PLATE RAILS & POSTS (SEE PROJECT CRITERIA) UNTREATED 7" 7" - REDWOOD, S4S, NO.1 GRADE GRADING RULES AGENCY - RIS *SPACE O - WESTERN RED CEDAR, S4S, SELECT STRUCTURAL GRADE GRADING RULES AGENCY - WWPA, WCUB 2'-0" MAXIMUM TREATED O SHRUB INCREMENTS - HEM-FIR/DOUGLAS FIR, S4S, NO.1 GRADE GRADING RULES AGENCY - WWPA, WCLIB STRINGER STRINGER TREATMENT: SEE PROJECT CRITERIA FOR MEMBERS IDENTIFIED TO BE TREATED AND FOR ■� BRIDGE WITH CURBS ONLY TREATMENT TYPE. PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE CURRENT BOULDER, LOCATED, SIZE AND TYPE PER DECK SECTION W/STRINGERS ©2'-0" O.C. AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) SPECIFICATIONS USING THE TREATMENT PLANS. THREE MATERIALS LISTED BELOW. TREATMENT WILL COMPLY WITH THE REQUIREMENTS OF THE R ■� a **MINIMUM NUMBER OF STRINGERS CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT INSIDE FACE TO INSIDE FACE OF RAILING PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". COMPACTED SUBGRADE AS 11/16"0 (TYP) SYSTEM 11/16"0 (TYP) ■� REQUIRED F I 1 1/2" 1 1/2" STRINGERS, DECKING, RUNNING PLANKS, & RAILING SYSTEM, IF TREATED - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE FINISH GRADE 1 1/2 1 1/2 GROUND-EXPOSED (UC3B) 6" 6" - PENTACHLOROPHENOL IN LIGHT OIL (TYPE C SOLVENT) WATER RETENTION - COPPER NAPHTHENATE (CuN) IN LIGHT OIL (TYPE C SOLVENT) MULCH LAYER BASIN / / \ 10 1/2" 10 1/2"o 10 1/2" 10 1/2"o SILLS, BACKING PLANKS, CRIBS, & TIMBER WALLS, IF TREATED - AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 4B GROUND 1 1/2" 1 1/2" 1 1/2" 1 1/2" CONTACT-HEAVY DUTY (UC4B) - PENTACHLOROPHENOL IN HEAVY OIL (TYPE A SOLVENT) COD 2'-0" 2'-0" - COPPER NAPHTHENATE (CuN) IN HEAVY OIL (TYPE A SOLVENT) FIELD TREATMENT: COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD PLAN-CURB BLOCK PLAN-CURB BLOCK AT SPLICE 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 CM \ \\ \\ \ \ \ \ \ \ \ 5/8"0 TIMBER SOLUTION. WHERE APPROVED FIELD DRILLING OF BOLT OR NAIL HOLES IS REQUIRED, THE 1/2 HOLES SHALL BE FILLED WITH PRESERVATIVE PRIOR TO INSERTING THE FASTENERS. BOLTS (TYP) CURB CURB CURB ■ ■1 CURB DEPTH HARDWARE AND STRUCTURAL STEEL: SEE PROJECT DESIGN CRITERIA FOR STEEL HARDWARE - /// FINISH. GALVANIZED OR UNFINISHED HARDWARE SHALL MEET THE REQUIREMENTS OF COMMERCIAL \\%\\%\\%\\% /\\%\\%\\%\\%\\%\\%\\%\\%\\%\\% BACKFILL WITH SOIL PLANTING AASHTO M270, GRADE 36, WITH NUTS AND BOLTS CONFORMING TO ASTM A307, GRADE A. \//\//\//\/ //\//\//\//\//\//\//\//\//\//\// m WEATHERING STEEL AND HARDWARE SHALL MEET THE REQUIREMENTS OF AASHTO M270, CL Cc FERTILIZER TABLETS \\//\\/// ///\/\ //\\ MIX. SEE SPECIFICATIONS FOR _ GRADE 50W, WITH BOLTS AND NUTS CONFORMING TO ASTM A325, TYPE 3. USE MALLEABLE ADDITIONAL INFORMATION. IRON WASHERS AGAINST WOOD UNLESS OTHERWISE NOTED. ■- z = cc CA WHEN STRUCTURAL STEEL IS TO BE WELDED, THE WELDING PROCEDURE SHALL BE IN cc 0- ACCORDANCE WITH AWS D1.1 AND SHALL BE SUITABLE FOR THE GRADE OF STEEL AND LU NOTES: DECK PLANKS INTENDED USE OR SERVICE. O 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. FABRICATION: SUBMIT SHOP DRAWINGS FOR ALL BRIDGE COMPONENTS (EXCEPT TIMBER � 2" X 6" CONTINUOUS PLATE RUNNING PLANKS). SHOW ALL DIMENSIONS AND FABRICATION DETAILS FOR ALL CUT L_ � 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CD c� ELEVATION-TYPICAL CONNECTION ELEVATION-CONNECTION AT SPLICE OR BORED TIMBER. FIELD DRILLING OF HOLES SHALL NOT BE ALLOWED UNLESS 0 00 4.WHEN PLAC3. CLEAN ALL BNG OULDEOULDERS ORS IRT AND BURY /40OSE T0 1/3DOB BIS.OULDER BELOW FINISH GRADE. OTHERWISE NOTED ON THE PLANS. 0 cc 2i 5. DO NOT SCAR OR DAMAGE BOULDERS. SOLID SAWN CURB CONNECTION DETAILS ■� z a Lo � M � Shrub Planting 4 Boulder Installation 5 USFS Standard Bridge Detail 962-10-03a Q M 2E 3 Scale: NITS Scale: NITS Scale: NTS Revisions 1. TOP OF WALL, REFER TO CIVIL SHEETS LANDSCAPE SOD MIX, PER INSTALL TREE PER FOR MORE INFORMATION LANDSCAPE PLANS DETAILS 1 & 2/L1.50 8' O° TOP OF BERM, REFER Cl) LANDSCAPE PLANTING BED, PER TO CIVIL SHEETS FOR w BOULDER RETAINING WALL BY LANDSCAPE PLANS. MORE INFORMATION TOP OF BERM o DESIGN-BUILD CONTRACTOR CD PER CIVIL PLANS N 2' 2' o / 3-3.5' HT. BOULDERS FOR TREE CLEAR WIDTH VARIES CLEAR � WELL. REFER TO DETAIL 4/1-1.50 FOR ► ! r r oINSTALL SHRUB PER 1=1 I=I I=I I=I I BOULDER INSTALLATION DETAIL. 1" DETAIL 3/1-1.50 o =III=I I I I-I I-I I-I I-I I I I I=I I -_ 3'-3.5' HT. BOULDERS w 2/o CROSS SLOPE -III=III III-I -I -I -I III-III=III= Lu I- fill I I-I I ill II-III-III-III=1 I III=1 I I=1 I I=11 = FOR 5'x5'TREE WELL I MULCH AT EDGE =III=I I I=I I I=I I I I I II I IIIII I IIIII I IIIII I IIIII I 111=III=III=III=III= 5' \ __ BETWEEN PAVEMENT III-I I I-I I F= I1=I I M I - - III-III-III-I I I-I I I-I I - ______ __ __________________ AND FACE OF BOULDER =III=III=III=III=III=1 III=III=III=III=III=II�- 2.5 2.5 \% \/<%\/ x � \ \� �E OF�o -I 11=1 11=1 11=1 11=1 I I-I 11- I-1 I I-I 11=1 11=1 I I-III-I I BOULDER TREE WELL: PLAN VIEW /i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\�i `�i �i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i`\/i\\/i\\/i\\/i� �� 2` W T �ti� =III=III=III=III=III 1'' 5' -111 III-III-III-III-III-- 2:1 SLOPE MAX PER CIVIL \\ /\\ /\\` `/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ SIDEWALK PER CIVIL PLANS =III=III=III=III=III��I I- '1=III=III=III=III=III=11 / '�//0//�//�//�//�//� /%\//%\ /i �`!/%/%//\�/%/%/%/%/%/% \�/%/%/{ =lII=III=III=III-III=1 I -I I I-III=III=III=III=1 I/ - :; \\, DRAWINGS /i�//i\//i\ \ i\ ��jt�i\tii Cc _ru =I I M I M I M I M I I, 1�' "c "ASPHALT PA III-III-III-III-III-III FINISHED GRADE 3 LASS "C PAVING LA-1 589 = , III=III=III-III-III-I I I-'' \ \/ // I=III i 4 6"AGGREGATE BASE /�/�L`QNDSCAY�'��\\ � - III-III-III-III-I 11-1�I- III- /\\i/\\�\i/\\i/\\i/\\ III-1 I I-� III-III-III-III-I I1-'' I-III-III- GEOTExTILE FABRIC o�F/o7/2022 TREE PLANTING MIX PER NOTES I I-III-III-III I I 1 I-III-1 I_I-I 11= 1 I=III=III-III-I' ON SHEET L1.00 j-�I I_s I=1 I I-III III I 1 I "'-1�iiIIII ' �� Project No.: 120194 I-III-III-III- _I I I- a 1I M I I-III-I FUTURE ITD SERVICE UNDISTURBED EARTH Date of Issuance: 04.07.2022 I-III-III-III;I Project Milestone: Permit Set -III-III=III- ROAD AND HWY 16 III=III=III-III;11'- Figure 3-2. Asphalt Pathway Cross-Section Detail -III-III III- a II-111= - 47.8' Construction Documents Landscape Details - South Berm Cross-Section City of Meridian Pathways Master Plan Asphalt Pathway Section 6 7 Scale: 1/4" = 1' Scale: NTS L1m50 THE LAND DRAINAGE WINDOW TO EDGE OF DRY CREEK, • 2"-6"WASHED RIVER COBBLE AT 12" DIMENSION RANGES 2-4'TYP,SEE PLAN � '`�' Wit.., a�',h. . ' - - GROUP DEPTH. PLACE ROCKS IN ORGANIC lir FASHION TO CREATE A SMALL CREEK LIKE BASALT BOULDERS PER APPEARANCE ,* b PLAN AND DETAIL 4/L1.50 J�saa, y _"mil - •{ r4' r. ' +"••rA Ji r .4 2" ROUND COBBLE AT 4"DEPTH \i�\i�\i\\i�\i�\i�\i�\i�\i�\i�\i�\i\\i�\i�\i�\i�\i�\i�\i�\i\\i\\i�\i�\ice\i�\i�\i�\i< - 1 \\%/\%/\%/\%/\%/\%/\%/\%/\%/\\%/\%/\%/\%/\%/\%/\%/\%/�\%/\\%/�\%/�\%/�\%/�\%/�\%/� PROPOSED FINISH GROUND - PER GRADING PLAN VO MINIMUM 2/o SLOPE TO DRAINAGE WINDOW - w IY Dry Creek 2 Timberform Colossus Bench Bears Playgrounds Embankment Slide 4 Fallen Log Open Play Amenity 1 Scale: NTS Scale: NTS Scale: NTS Scale: NTS I PLANT SCHEDULE i SHRUBS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY I so I o - - FRC sculpture outline / _ I i I i I t, BOUTELOUA GRACILIS'BLONDE AMBITION'/ i i I BB BLONDE AMBITION BLUE GRAMA 3 GAL. POT 52 Sculpture net L — — — — CORNUS SANGUINEA'MIDWINTER FIRE'/ �O 1/2"O x 8 1/2" SS wedge anchor(3) '°°° I I CM 5 GAL. POT 111 7 1/2" embed O�O - _-� i I MIDWINTER FIRE BLOODTWIG DOGWOOD 0 �_—� _ ■� afety surfacing (by others) ,�' i I I CERCOCARPUS MONTANUS/ALDERLEAF (7) B B , I i I I CM2 5 GAL. POT 21 inished grade i i MOUNTAIN MAHOGANY ■ (1 ) RW 16"x36"fiber reinforced concrete I i i FI FORSYTHIA X INTERMEDIA/BORDER FORSYTHIA 5 GAL. POT 41 ■ pier, 4000 psi (3) (by others) I ntegral footing i ----- - ompacted subgrade (by others) I 3 BB I i I FP2 FALLUGIA PARADOXA/APACHE PLUME 3 GAL. POT 33 \I I CA RA JS JUNIPERUS SABINA/SAVIN JUNIPER 5 GAL. POT 28 37'-10" r I I I y PHYSOCARPUS OPULIFOLIUS'MONLO'TM/ / Min 6' use zone I I i P62 DIABOLO NINEBARK 5 GAL. POT 9 CD So/ I\ (to be verified by installer) i PHILADELPHUS LEWISII'GOOSE CREEK'/WILD n / i i I � PG MOCKORANGE 5 GAL. POT 32 ■� � i (2) Sp o I I CL + 5'-6" Sculpture net '— — — '�� PT PURSHIA TRIDENTATA ANTELOPE BITTERBRUSH 5 GAL. POT 20 (3) FI / 4 16"x36" Fiber reinforced concrete -———— ——————— — I i CA---- -- pier, 4000 psi (3) (by others) ♦ � I RHUS TRILOBATA AUTUMN AMBER /AUTUMN • e" ih AMBER SUMAC\ — ---- (10) BB ♦ ♦ RA 5GAL. POT 131 � � / 1 - I ♦♦ 0 oro 3' 10" 3'-g 3-4- ———— ———————— —————— .. I�—j— ---- --------- ♦♦ M mime co N .. .d Sr O i i O I ♦ RW ROSA WOODSII/MOUNTAIN ROSE 5 GAL. POT 53 d • I c r / ■�� \ SO SALVIA DORRII/DESERT SAGE 3 GAL. POT 46 ' Lo a .= C\J CD R/W co - ------------- - ---- integral footing / , ♦ ) '(1 ) C M ��` SCHIZACHYRIUM SCOPARIUM 'THE BLUES'/THE I _ 3 PGa o , SS BLUES LITTLE BLUESTEM 3 GAL. POT 89 P2 (1 I %ME ME ___ I I Revisions 1� \ l 16' GFRC sculpture/ / SS (3) SHRUB AREAS CODE BOTANICAL/COMMON NAME SIZE CONTAINER QTY 1. plan outline / RA (10) — — — — — /// AB ACHD BASIN FORB MIX/FORB MIX --- SF,417 - AM ACHILLEA MILLEFOLIUM/COMMON YARROW 1 GAL. POT 98 PLANT AT 24"O.C. AGASTACHE NEOMEXICANA/NEW MEXICO -- --------- --------- - ------ --------- -------------------- ----- ------ -a ° a 4 AN HUMMINGBIRD MINT 1 GAL. POT 64 4 :..a PLANT AT 24"O.C. ' R LFESTUCA IDAHOENSIS'SISKIYOU BLUE'/SISKIYOU LU® 0 2 4 8 FS BLUE FESCUE 1 GAL. POT 526 .� - - - — — — — — — — — PLANT ATI8"O.C. Woodland Fort_AP018 NEPETA X FAASSENII'WALKER'S LOW'/WALKER'S NW LOW CATMINT 1 GAL. POT 41 J J J J J PLANT AT 36"O.C. PENSTEMON STRICTUS/ROCKY MOUNTAIN PS PENSTEMON 1 GAL. POT 62 ID Sculpture Woodland Fort Play Feature Community Pool Parking Lot Shrub Planting Detail ° PLANT AT36"O.C. \y�P�EIOF DgyO 4 5 Scale: NTS Scale: 1" = 20' — N W .� r = U-1 589 ' � NDSCAY\ \1�1\ 04/07/2022 Project No.: 120194 Date of Issuance: 04.07.2022 Project Milestone: Permit Set Construction Documents Landscape Details � = L 1 i■ 51 ��o