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Home My WebLink AboutCC - Approved Civil Drawings 1.18.22 By Meridian and ACHD V1BASIS OF COORDINATES AND ELEVATIONS: Ada County GIs coordinate system, Modified ID West Transverse Mercator Projection Origin Latitude N41'40' Origin Longitude W115*45' False Northing: 0 ft False Easting: 2625138.999 ft Scale Factor (Trimble) 1.0001132803 Units: US Survey Feet Horizontal Datum: NAD83(CORS) Vertical Datum: NAVD88/Geoid09 Horizontal & Vertical coordinates are based on IDTD CORS epoch 2002 (PID:AJ3346) N43'39' 10.57391 " W 116' 17'00.21354" Ht:2589.227' N:724441.996 E:2483948.698 EI:2644.859 OWNER/DEVELOPER: MRS LANDHOLDINGS, LLC 1716 N. STAGNO BELLO PLACE EAGLE, IDAHO 83616 JUSTIN WATERS 707-999-8006 EMAIL: JUSTINWATERSOJULIERIVERSDEVELOPMENT.COM CIVIL ENGINEER: JUB ENGINEERING, INC. 400 MEMORIAL DRIVE IDAHO FALLS, IDAHO 83402 GREG ANDERSON 208-932-4486 EMAIL: GANDERSONOJUB.COM ROADWAYS ADA COUNTY HIGHWAY DISTRICT 3775 ADAMS STREET GARDEN CITY, ID. 83714 PHONE: 208-387-6100 ers Ferry Sandpoint Post Falls]...�COeuf\ d'Alene • Kellogg St. Varies PRESSURE IRRIGATION: NAMPA & MERIDIAN IRRIGATION DISTRICT 5525 E. GREENHURST NAMPA, ID. 83686 PHONE: 208-466-0663 SEWER & WATER: CITY OF MERIDIAN 33 E. BROADWAY AVENUE MERIDIAN, ID. 83642 PHONE: 208-887-2211 Dr'1\A/CD• 1221 W. IDAHO STREET BOISE, ID. 83702 PHONE: 208-388-6399 urOTlno Lewiston 12 Nezperce Grangeville *Elk City 95 Salmon New Meadows Council McCall (/ 95 Cascade Challis Paye C ampa PROJECT, LOCATION 55 93 DubOis I An St. thony Id ell 15 Thornton Boise *Ketchum Arco •• Driggs • Hailey 20 Rigby Fairfield Idaho Falls 84 20 Moreland Blackfoot MountaI Home Gooding • Shoshone Pocatello I Jerome Rupert • Soda Springs American Twin Fa Burley 86 Falls Montpe r 84 Malad Paris• City •Preston AREA MAP SAWTOOTH LANDING OFFICE CONDOMINIUMS 1450 E. USTICK ROAD MERIDIAN, IDAHO SEC. 36 TAN R.3E 2022 �•~ •� s� ' r ,'• .' 1 ♦-�# _ 1`XAL e ! •mot• �� 1 • _ �• vcV`1 •• •r .� - ' 7, a ;� �• Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY ADA COUNTY HIGHWAY DISTRICT DATE The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: none VICINITY MAP 1 " = 500' C4fE ID1AN*_— APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, of contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted b City staff shall 9 Y Y not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date J-U-B PROJECT NO. 80-21-501 will CROSSFIELD SUBDIVISION t e J (�E IDIAN�_ APPROVED FOR\ IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth oaks Date 01/18/2022 \ Permit Number LDllz-2021-0037 / SHEETINDEX C�V E IDIZ IAN Public IDAHO Works Department Design a Construction Supplemental Specificat,ons ■ rpm ■ r :C �—LAY■F �7 J —'7 ❑� ■ ■■ ■,% SHEET NO. SHEET TITLE 31.0 COVER SHEET C1.0 CIVIL NOTES & LEGENDS C1.1 EROSION & SEDIMENT CONTROL PLAN C1.2 DEMOLITION PLAN C2.0 OVERALL CIVIL SITE PLAN C2.1 STREET LIGHT PLAN C2.2 DIMENSION CONTROL PLAN C2.3 DIMENSION CONTROL TABLE C3.0 GRADING PLAN C3.1 GRADING POINT TABLE C3.2 STORM DRAIN PLAN C3.3 ROADWAY PLAN & PROFILE C4.0 WATER PLAN C4.1 SEWER PLAN & PROFILE C4.2 PRESSURE IRRIGATION PLAN C4.3 IRRIGATION PLAN & PROFILE C4.4 IRRIGATION PLAN & PROFILE C4.5 IRRIGATION DETAILS C5.0 STORM DRAIN DETAILS C5.1 DETAILS Plans Are Accepted For Public Street Construction er pompq oM .7" the anpeo ement pi—. tM "p M r,v— ensvn ne D~ 1W the ;font c-1— 10 .1 Dw-t Papaw one seaneores. Ydatces a .oars most b sped-P, one p. -W, w .W by the II =q ,ltt 0— of 1. ewo—M p■e b, ft WIWI ones nd rssaw the Repstere• rnWn of t eee ,e Wmb ht of Z>Kee.E DATE 0111012022 ADA CWM tom. 551R1[1 REUSE OF DOCUMENTS • J-U-B grants to CLIENT a nonexclusive, non -transferable license to use the Drawings, Specifications and/or Contract Documents (Documents) as follows: Know vAmrs below. CLIENT may make and retain copies of the Documents for reference, but J-U-B shall retain all Call before you dig' common law, statutory and other reserved rights, including the copyright thereto, and the same shall not be reused on this Project or any other Project without J-U-B's prior written consent. CALL 2 BUSINESS DAYS IN Distribution of Documents to meet regulatory or permitting requirements, or for similar purposes, in ADVANCE BEFORE YOU DIG 9 Y p 9 q p p connection with the Project including but not limited to distribution to contractors or Project, g GRADE, OR EXCAVATE FOR THE subcontractors for the performance of their work, is not to be construed as publication adversely MARKING OF UNDERGROUND affecting the reserved rights of J-U-B. The Documents are not intended for use in creating dtm for grading or earthwork, survey staking layout (unless specifically identified as such in the MEMBER UTILITIES documents), or property boundary layouts. Any reuse without written consent by J-U-B, or without verification or adoption by J-U-B for the specific purpose intended by the reuse, will be at CLIENT's sole risk and without liability or legal exposure to J-U-B. The CLIENT shall release, defend, indemnify, and hold J-U-B harmless from any claims, damages, actions or causes of action, losses, and expenses, including reasonable attorneys' and expert fees, arising out of or resulting from such reuse. ISSUE — 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C HI T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME COVER SHEET SHEET NUMBER If the Documents are provided in electronic format, the electronic documents are subject to the provisions of J-U-B's "electronic document/data limited license" found at edocs.jub.com. J-U-B ENGINEERS, INC. G1.0 GENERAL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 13. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 14. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. 15. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 16. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. 17. A GEOTECHNICAL INVESTIGATION FOR THE SAWTOOTH LANDING OFFICE CONDOS HAS BEEN PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC DATES FEBRUARY 8, 2021. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE REPORT. 18. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF WORK. 19. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO (2) YEARS FROM THE DATE OF ACCEPTANCE. 20. ALL WORK PERFORMED IN THE PUBLIC RIGHT-OF-WAY REQUIRES THE CONTRACTOR TO OBTAIN A WORK PERMIT FROM ACHD 24 HOURS PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. 21.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES. NO SEPARATE PAYMENT SHALL BE MADE. 22. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 23. CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE HORIZONTAL AND VERTICAL LOCATIONS, TYPE, DEPTH, MATERIAL, AND SIZE AND PROVIDE THE AS-BUILTS TO THE ENGINEER FOR RECORD DRAWING PREPARATION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 24. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTOR'S EXPENSE. ROADWAY, CITY OF MERIDIAN 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR TO WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURIZED IRRIGATION, CITY OF MERIDIAN 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. SEWER, CITY OF MERIDIAN 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. 6. ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. DRAINAGE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES, THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ROADWAY, ACHD 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) A. STANDARD 6" VERTICAL CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-701. B. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. C. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. D. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" ALLOWED. 17. INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 1OPM AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5AM. THE CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW. DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED OUTAGE. CONTACT BRIAN FROBERG AT 208-941-9132 OR BRIAN THIES AT 208-484-3926 TO SCHEDULE WORK. PAVEMENT REPAIR FROM UTILITY WORK, ACHD 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. WATER, CITY OF MERIDIAN 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDEQ. 7. ALL WATER LINES SHALL HAVE A MINIMUM 4-FOOT BURY DEPTH. 8. ALL WATER LINE TRENCH BACKFILL SHALL MEET THE STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 9. CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. 10. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATION AND DRAWINGS. EXISTING UTILITIES 1. APPROXIMATE LOCATIONS OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. DEPTHS AND ELEVATIONS OF UTILITIES ARE UNKNOWN UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL FIELD VERIFY UTILITY DEPTHS, ELEVATIONS, ANY DISCREPANCIES AND/OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. LINE LEGEND LINE PROPOSED EXISTING DESCRIPTION LINE LINE OVERHEAD POWER OHP OHP UNDERGROUND POWER UP -- UP UNDERGROUND TELEPHONE UT UT FIBER OPTIC F/0 -- F/O -- CABLE TELEVISION CTV - - CTV - - STORM DRAIN (GENERAL) SD >- so -> SANITARY SEWER (GENERAL) SS ss SANITARY SEWER SERVICE SS SS ---- ss ---- - ----- WATER (GENERAL) W W IRRIGATION IRR - - IRR - - NATURAL GAS G G PROPERTY LINE P/L P/L PERMANENT EASEMENT P/E P/E FENCE X x MAJOR CONTOUR 2521 MINOR CONTOUR DITCH ROAD CENTERLINE - ROAD ASPHALT - - - - EP - - - - - ROAD GRAVEL - - - - EG - - - - - TOP BACK OF CURB LIP OF GUTTER SAWCUT RIGHT-OF-WAY R/W R/W UTILITIES 1. CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 2. CONSTRUCT STREET LIGHTS IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS. PROVIDE ALL WORK AND MATERIALS REQUIRED, AND CONNECT STREET LIGHTS TO POWER. COORDINATE WORK WITH IDAHO POWER. 3. ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATION PER THE PROJECT GEOTECHNICAL REPORT. 4. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANY TO PROVIDE STRUCTURAL BACKFILL FOR ALL UTILITY TRENCHES. INSPECTION AND TESTING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS TESTING INCLUDING BUT NOT LIMITED TO CONCRETE, FLUSHING, DISINFECTION, LEAK, PRESSURE, BACTERIOLOGICAL, AND COMPACTION. ALL TESTS SHALL MEET MINIMUM ENGINEER REQUIREMENTS. SEE THE CONTRACT DOCUMENTS AND DRAWINGS FOR FREQUENCY OF TESTING. RESULTS ARE TO BE DELIVERED TO SPECIAL INSPECTOR, OWNER AND ENGINEER. 2. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH ENGINEER AND SPECIAL INSPECTOR FOR INSPECTIONS OF WORK AT APPROPRIATE INTERVALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PAY FOR ADDITIONAL INSPECTIONS THAT ARE THE RESULT OF HIS WORKMANSHIP. 3. THE ENGINEER OF RECORD (DESIGN CIVIL ENGINEER) SHALL BE RESPONSIBLE FOR PROVIDING THE FOLLOWING: • CONSTRUCTION OBSERVATIONS (INSPECTIONS) AT SUFFICIENT INTERVALS TO INSURE THAT ALL CONSTRUCTION AS BEEN COMPLETED IN ACCORDANCE WITH THE PLANS, ISPWC AND THE CITY OF MERIDIAN STANDARDS. • CONSTRUCTION OBSERVATION DIARY • REPRODUCIBLE (MYLAR) RECORD DRAWINGS • ENGINEER'S STATEMENT (CITY OF MERIDIAN STANDARD FORMAT) 4. ALL CONTRACTORS PERFORMING ANY WORK DEPICTED ON THESE PLANS SHALL HAVE IN THEIR POSSESSION AND ON THE JOB SITE, AN APPROVED SET OF PLANS WHICH HAVE BEEN STAMPED AND SIGNED ON EACH SHEET BY THE CITY OF MERIDIAN ENGINEERING DEPARTMENT. 1 E TITIAN > APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth oaks Date 01/18/2022 Permit Number LDIR-2021-0037 SYMBOL LEGEND SYMBOL DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL SURVEY SURVEY CONTROL 0 BOLLARD MAIL BOX hnm SIGN T TREE (CONIFEROUS) V 5- TREE (DECIDUOUS) TEST HOLE TH MANHOLE (UTILITY) TELE. PEDESTAL O (D TV PEDESTAL T' EO GUY WIRE T FIRE HYDRANT Eo A WATER METER e 0 WATER VALVE N ELEC. METER d E ELEC. TRANS. E ❑E ELEC. JUNCTION BOX E❑ POWER POLE $ f STREET LIGHTIRR IRRIGATION VALVE X IRRIGATION VALVE BOX CD 10 SPRINKLER m A GAS METER ® 0 GAS VALVE X ►t CLEANOUT O O SS MANHOLE CATCH BASIN BARREL SECTION �J 0 CATCH BASIN DRY WELL (ovJ SD MANHOLE `), UTILITY VALVE HANDICAP SYMBOL Plans Are Accepted For Public Street Construction En0"lerW 0., etx UMr[I lMl !K DtnM ( I b lo'a a1SllKt -i pf ono ftontlorM vo.un *1 .t A,rq k tpwe a . peMnlr a t,td lO D� 4.. I MAC htClRQ qW d Ike E.9- .1 plbn pry Vrt hl- Aon nd rNew Ike Reptlne0 Engner of It,Ht refponvbLt,n 11� � xe,<aa4 DATE 01/10/2022 rM COUNTY 4GMNAY DISTRICT J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHDCOMMENTS 01/10/22 M COMEAUX A R C H IT E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME CIVIL NOTES & LEGENDS SHEET NUMBER Ci 00 a 0 EDINGTON COMMONS SUBDIVISION NO. 2 i Q) i ER TOE \ 40�\ i ° TO �\ / r°F I v0& Og � � Q I Df Of LLI w �\ oHW EC2 \roe C, TOE TOE \��- roe I 1TO 70\ - - - TOB O TH TOE OB TOE N \ I o EC8 I \ I \ Ln I ~ TH \ \ I O\\ N \� s \ T T TO \ TOE TOE - �I EC2 �� E. USTICK ROAD ��, -Iw-- --w- - - W- i - - SS �- - - - - SS - - - SS - - - SS - - - SS - - - SS - - SS - - - - - - - - SS -- SS �� - KEYED NOTES EC1 OVERLAND FLOW DIRECTION EC2 LIMITS OF CLEARING AND GRUBBING Ec3 STAGING AREA EC4 STABILIZED CONSTRUCTION ENTRANCE EC5 VEHICLE/EQUIPMENT WASHING AND MAINTENANCE AREA 0 30 60 LOCATED WITHIN STAGING AREA Ecs CONCRETE WASHOUT AREA LOCATED WITHIN STAGING AREA SCALE IN FEET Ec7 PORT -A -POTTY LOCATED WITHIN STAGING AREA ECs SILT FENCE, 1,105 LF TOTAL TETH EROW CROSSING SUBDIVISION W -�---- W / _2573 - - SS - - - -SS� � SS - - - SS - - - - SS - - - - SS -- - SS NOTES: 1. FOR GENERAL NOTES, SEE DRAWING C1.0 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE AND FEDERAL PERMITS REQUIRED FOR STORM WATER POLLUTION PREVENTION AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN FOR REVIEW BY THE ENGINEER. IF THE CONSTRUCTION WILL DISTURB MORE THAN ONE ACRE, THE CONTRACTOR SHALL OBTAIN A COPY OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S NPDES GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY (OTHERWISE KNOWN AS THE CONSTRUCTION GENERAL PERMIT OR GCP) AND SUBMIT A "NOTICE OF INTENT" (NOI) [EPA FORM 3510-9 (06/03)] FOR PERMIT COVERAGE UNDER THE GENERAL PERMIT. THE GCP DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS REGARDING STORM WATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO PROTECTION OF SURFACE WATERS, PREVENTION OF SOIL RUNOFF INTO DRAINS, DUST CONTROL, PREVENTION OF TRACKING SOILS TO ADJACENT STREETS, FUEL CONTAINMENT, SPILL CONTROL, ETC. 3. ALL BMP'S SHALL BE PER THE IDEQ STORM WATER BEST MANAGEMENT PRACTICES CATALOG, LATEST EDITION, VOLUME 2: EROSION AND SEDIMENT CONTROLS, AND AS APPLICABLE, VOLUME 4: PERMANENT STORM WATER CONTROLS. 4. THE CONTRACTOR OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH LOCAL STATE, AND FEDERAL REGULATIONS. 5. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT CONTROL PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE EROSION AND SEDIMENT CONTROL PLAN FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED. 6. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 7. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THE PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES. AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, ADJACENT OPEN WATER SURFACES OR VIOLATE APPLICABLE WATER STANDARDS. 8. CONCRETE WASHOUT MUST BE CONTAINED IN AN ABOVE GROUND CONTAINER PER IDEQ STORM WATER BMP#13. 9. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD. THESE EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 10. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 11. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 12. ALL EROSION CONTROL AND STORM WATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE PUBLIC RIGHT-OF-WAY. 13.AT NO TIME SHALL MORE THAN ONE-HALF (1/2) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATED WITHIN A PROTECTED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PROJECT COMPLETION. 14. CONTRACTOR SHALL NOT COMMENCE ANY CLEARING, GRUBBING, EARTHWORK, OR OTHER CONSTRUCTION ACTIVITIES THAT MAY CAUSE EROSION AND SEDIMENT TO LEAVE THE SITE UNTIL THE REQUIRED BMP'S ARE IN PLACE AND FUNCTIONING PROPERLY. 15.SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE TEMPORARILY STABILIZED BY SEEDING, MULCHING, STRAW COVER OR SOIL FIXATIVE. 16.EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH RAIN EVENT AND AT LEAST ONCE A WEEK. 17. CONTRACTOR CAN SUBSTITUTE FIBER WATTLE (BMP #35) WITH SILT FENCE (BMP #36) IF DESIRED. 18.PORTABLE RESTROOM SHALL BE SECURED TO ELIMINATE SPILLS. 19.ALL WASTEWATER THAT IS PRODUCED AS A RESULT OF WASHING AND CLEANING CONSTRUCTION MATERIALS (E.G., CONCRETE, PAINT, ADHESIVES, ETC) SHALL BE CAPTURED AND RETAINED IN THE DESIGNATED WASHOUT AREA. THE WASHOUT AREA MAY CONSIST OF A SHALLOW EXCAVATION THAT IS SUITABLE SIZED FOR THE ANTICIPATED WASTE WATER. RESIDUE THAT ACCUMULATES IN THE WASHOUT AREA SHALL BE REMOVED AND PROPERLY DISPOSED OF UPON COMPLETION OF THE PROJECT. DO NOT DUMP HAZARDOUS MATERIALS IN THE WASHOUT AREA. 20.WASTE AND REFUSE SHALL BE PLACED IN AN ONSITE RECEPTACLE OR REMOVED FROM THE PREMISES DAILY. 21.CONSTRUCTION TRAFFIC SHALL ENTER/EXIT THROUGH THE STABILIZED CONSTRUCTION ENTRANCE TO MINIMIZE OFF -SITE TRACKING. 22.DEWATERING IS NOT ANTICIPATED FOR CONSTRUCTION ACTIVITIES. IF, HOWEVER, DEWATERING IS REQUIRED AND/OR NECESSARY, THE CONTRACTOR SHALL CONTACT THE ENGINEER IN ORDER TO PREPARE A DEWATERING PLAN. 23.CONTRACTOR SHALL PROVIDE DUST CONTROL IN ACCORDANCE WITH IDEQ BMP#7. 24.PROPERTIES ADJACENT TO THE PROJECT SITE THAT ARE SUBJECT TO POTENTIAL EROSION CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION THROUGH THE USE OF SILT FENCE, WATTLES, OR OTHER BMP SELECTED BY THE CONTRACTOR. 25.REFER TO LANDSCAPE PLAN FOR REVEGETATION INFORMATION, INCLUDING SEED MIX. 26.THE CONTRACTOR SHALL IDENTIFY A CERTIFIED EROSION AND SEDIMENT CONTROL RESPONSIBLE PERSON WHO SHALL BE ON -SITE OR ON -CALL AT ALL TIMES DURING CONSTRUCTION. 27.REFER TO SHEET C3.2 FOR NEW STORM DRAIN INLET LOCATIONS. ALL NEW INLETS SHALL BE PROTECTED PER BMP #31. KrKmm*mYs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rim J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME EROSION & SEDIMENT CONTROLPLAN SHEET NUMBER C101 Ee 0 30 60 SCALE IN FEET I o � P/L / J EDINGTON COMMONS Lh SUBDIVIS�QN N0. 2 a_11 LL 3: I \ I I -ram_ - �o€- PROJECT BOUNDARY, TYP � I roe roe - -Te€ � of D5 roe - Eo'- - - - T - - - - - - J TOE TOE TO E TOE TOB--- u — X —.— — ------------Bg---- -----QB------5_°�-- -- QB TOE TOE TOE TOE -- ----- D1 i / D2 E D6 I/v�v )'0" D14 / o rOe r� r0 Q Oe V� r0F ��b \\ o D9 A D7�VA r D11 \ ��V v Z T �V D20�1� I OH� T0F �o\3 VAS r TOE D 10 A\fie TOE TOE i TOE TOE � o I D13 roB_ Toe --- i TOE TO TOB — CiB — _ — — — — —_f0�_ �_ TOE —TOE TSB --Tot — — — — — =�� — — — n N D10 \ TOE ree- - --TOE - - IC I � / O r LO \� D1 A D8 I D12 v�� s D13 TOE TOE \ — -- -- _TOE — TOE D15IC roE r0 2S� � TOE x- TOE-- - - w ---- / x� � � P PA p D19 0� _= _ P P v E. USTICK ROAD -w-- I w--- w ->-w-- / � ✓ �-- w---- w---- w-- w--- w-- _- ---,Ai - - - w -w ---w �. —SS S -- — SS S — — ——SS———SS————sS———— SS———SS——— sS——SS————SS———— ss - -- ss---(:s�--- I DEMOLITION KEYED NOTES D1 REMOVE AND DISPOSE OF EXISTING APPROACH (CONCRETE CURB AND GUTTER, ASPHALT) P/L D2 RETAIN AND PROTECT EXISTING FENCE D3 RETAIN AND PROTECT EXISTING IRRIGATION BOX D4 RETAIN AND PROTECT EXISTING CONCRETE IRRIGATION DITCH D5 RETAIN AND PROTECT EXISTING WATER LINE AND P/L STRUCTURE D6 RETAIN AND PROTECT EXISTING GAS MARKER D7 REMOVE AND DISPOSE OF EXISTING WATER MANHOLE pg REMOVE AND DISPOSE OF EXISTING TREES AND IX VEGETATION P/L D9 RETAIN AND PROTECT EXISTING POWER POLE, GUY ANCHOR, AND OVERHEAD POWER LINE, TYP D10 REMOVE AND DISPOSE OF EXISTING VERTICAL PIPE 1 D11 EXISTING IRRIGATION DITCH TO BE BACKFILLED I X II AND ABANDONED I P/L D12 RETAIN AND PROTECT EXISTING ELECTRIC BOX D13 REMOVE AND DISPOSE OF EXISTING FENCE X D2 D14 SAWCUT EXISTING PAVEMENT, SEE SHEETS C2.0 AND C2.1 D15 RETAIN AND PROTECT EXISTING FIRE HYDRANT AND TELEPHONE PEDESTAL P/L D16 SAWCUT AND REMOVE EXISTING CONCRETE DITCH �I �X DIVERSION TO THE WEST. POUR NEW CONCRETE DITCH TO MATCH EXISTING TO CONTINUE FLOW II TO THE NORTH. II D17 FUTURE WATER MAIN, RETAIN AND PROTECT I D18 FUTURE IRRIGATION IMPROVEMENTS, RETAIN AND P/L PROTECT D19 ABANDON EXISTING 8" SEWER, GROUT ENDS OF PIPE WITH CEMENTOUS GROUT PER CITY OF I P/L MERIDIAN STANDARDS D17 D20 RETAIN AND PROTECT EXISTING ACHD FIBER W OPTIC LINE/CONDUIT LOCATED ALONG N. LINDER ROAD. SEE ROADWAY, ACHD NOTE 17 ON SHEET P/L C 1.0. TETHEROW CROSSING SUBDIVISION TOE TOE T -_=- I � w � � - SS--- SS—-- SS--— SS---SS— 1 / I- IT)I.1N - APPROVED FOR 1 l� CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth Oaks Date 01/18/2022 Permit Number LDIR-2021-0037 P P/L NC)TF.q- 1. RETAIN AND PROTECT ALL EXISTING UTILITIES AND SITE SURFACE FEATURES UNLESS OTHERWISE INDICATED. 2. CONTRACTOR SHALL REPLACE ANY BROKEN OR DETERIORATED PORTIONS OF THE EXISTING CURB, GUTTER, AND SIDEWALK ABUTTING THE PROJECT SITE. 3. ALL DEMOLITION IS INCIDENTAL TO THE WORK. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AT CONTRACTOR'S EXPENSE, TO COMPLETE ALL WORK. WORK TO BE COMPLETED WITH THE PUBLIC RIGHT-OF-WAY WILL REQUIRE A PERMIT FROM ACHD. 5. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO EPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL SAWCUT OR PAVEMENT REPAIR. 6. ALL TRENCHING AND BACKFILL FOR REMOVAL OF TEST PITS, TREES AND ROOT BALLS, AND OTHER ITEMS TO BE DEMOLISHED, SHALL MEET STRUCTURAL FILL REQUIREMENTS PER THE PROJECT GEOTECHNICAL REPORT. CONTRACTOR SHALL COORDINATE COMPACTION TESTING AT A FREQUENCY TO BE ESTABLISHED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. MATERIALS USED TO FILL RESULTANT EXCAVATIONS SHALL BE 6" UNCRUSHED AGGREGATE BASE PER ISPWC, COMPACTED IN 12" MAX LIFTS TO 95% MAX DRY DENSITY PER ASTM D1557. KnowwhaYs MOW. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rim J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H IT E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME DEMOLITION PLAN SHEET NUMBER C1.2 r 0 30 60 SCALE IN FEET P/L W 30 J J EDINGTON COMMONS e a a i SUBDIVISION NO. 2 J J J J a (FUTURE) w a d a - a a a J 38 o 39 37 20 PAL PA P PA P/L P/L SD 19 _------ 22 W3 D -3d _W 3 18 19 9 28 NVA Nvn 28 10 � 16 iI III 11 13 IIII i 22 I III I 0-0.-- -- -- a®-_--®.--—.—Zo-- --._Dim.--_ -- ---- — —.._..— —..—.. to _ — —Cru — —��—.— l .— -. — -- --. —. — — .— — — — -: 1 I D o r ---®cr— -- -- crcr- -- o II� I 22 IIII 5 I 9 I I )-j-1 I VM SS SS IRR I R _ _ _ IRR IRR— _ D 29 _ _ _ — — —.-- IRR PAP/L P/L _ p� — 15 p� __ s (� 7 29 u 3 Pam- PAL P/L s 34 31 — — E. USTICK ROAD IRR 3 W v I ELI SITE PLAN KEYED NOTES O LIGHT POLE, TYP. SEE LIGHTING PLAN TRASH ENCLOSURE, SEE ARCHITECTURAL DRAWINGS MONUMENT SIGN, SEE ARCHITECTURAL DRAWINGS MAILBOXES, SEE ARCHITECTURAL DRAWINGS GROUND MOUNTED HVAC, TYP, SEE MECHANICAL DRAWINGS SEWER AND WATER IMPROVEMENTS, SEE SHEETS C4.0 & C4.1 GRAVITY IRRIGATION IMPROVEMENTS, SEE SHEETS C4.3 & C4.4 PRESSURE IRRIGATION IMPROVEMENTS, SEE SHEET C4.2 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 10 6" VERTICAL CURB, SEE SHEET C5.1 11 ADA ACCESSIBLE PEDESTRIAN RAMP, SEE SHEET C5.1 P/L 12 ADA ACCESSIBLE PARKING SYMBOL, TYP. 8 PLCS. SEE SHEET C5.1 13 ADA ACCESSIBLE PARKING SIGN, TYP. 4 PLCS. SEE SHEET C5.1 14 ADA ACCESSIBLE VAN PARKING SIGN, TYP. 4 PLCS. SEE SHEET C5.1 P/L 15 STOP SIGN AND NO LEFT TURN SIGN, SEE SHEET C5.1 16 CONCRETE WHEEL STOP, TYP. 8 PLCS. SEE SHEET C5.1 17 CONCRETE SIDEWALK PER ISPWC SD-709 18 4" WIDE WHITE CONTINUOUS LINE, TYP 19 4" WIDE WHITE CONTINUOUS LINE, 2' O.C. AT 45 DEGREE ANGLE P/L 20 ASPHALT PEDESTRIAN PATH, SEE SHEET C5.1 21 ASPHALT PAVEMENT SECTION, SEE SHEET C5.1 22 STORM DRAIN IMPROVEMENTS, SEE SHEET C3.2 23 FUTURE ROADWAY IMPROVEMENTS, BY OTHERS P/L 24 DELINEATORS PLACED 75 FEET EAST AND WEST OF DRIVEWAY APPROACH, SPACED AT 5 FEET O.C. DELINEATORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. DELINEATORS SHALL BE FLEXSTAKE HIGHWAY DELINEATOR HD 600 SERIES, APPROVED BY ACHD PRIOR TO PURCHASE AND INSTALLATION. 25 CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC P/L SD-708 26 TYPE A PEDESTRIAN RAMP PER ISPWC SD-712A, TYP. 2 PLCS. 27 SAWCUT, TACK COAT, AND MATCH EXISTING PAVEMENT PER ACHD SUPPLEMENT TO ISPWC SD-301, SD-303, AND SD-806 28 CURB TERMINUS PER ISPWC SD-707 P/L 29 EXTEND CONCRETE GUTTER BEHIND LANDSCAPE ISLAND 30 FUTURE UNDERGROUND UTILITY IMPROVEMENT, BY OTHERS 30 P/L 31 STREET LIGHT, TYP, SEE SHEET C2.1 32 HAMMERHEAD ACCESS EASEMENT W 33 "STOP, END OF PUBLIC ROAD" AND "TURNAROUND AHEAD" SIGNS P/L 34 7' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709 TETHEROW CROSSING 35 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO SUBDIVISION ISPWC SD-701 36 TYPE "G" "MID BLOCK" PEDESTRIAN RAMP SIMILAR TO ISPWC SD-712G, COORDINATE WITH ADJACENT PROPERTY OWNER, DEVELOPER, AND CONTRACTOR 37 TYPE "A" PEDESTRIAN RAMP SIMILAR TO ISPWC SD-712A, COORDINATE WITH ADJACENT PROPERTY OWNER, DEVELOPER, AND CONTRACTOR 3g 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. 30 39 ALL IMPROVEMENTS NORTH OF THE PROPERTY LINE WILL BE CONSTRUCTED WITH THE EDINGTON COMMONS SUBDIVISION NO. 2 IMPROVEMENTS. ------ IRR PIRR 34 g P�IIR F�— PA- PA P P/L D _ Plans Are Accepted For Public Street Construction • r�icq Co7441115 -'.--01/10/2022 KnanrwhaFs MOW. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHDCOMMENTS 01/10/22 M COMEAUX A R C H IT E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME OVERALL CIVIL SITE PLAN SHEET NUMBER CIO 0 30 60 SCALE IN FEET P/L I� o- I I pn PA P� I a SL1 #55118C 0 O I a � w Z z - a W EDINGTON COMMONS SUBDIVISION NO. 2 J J J J J o a (FUTURE) tr. P P/L P P/L PAL PA P/L PAL PAL IDA 00 w W o — Nvn — �7I41 — — — o❑ — �— — oLL oo oo VAN VAN i u I SS SS IRR IRR I h - - - - - - P/L PA_ P/� SL1 #55119C W N / v R _ IRR D C — — — — — — — IRR R —PA =_ _ IRR —� � ❑ PAL pjL T PA 5 P PAL P A 4 SL1 - E. USTICK ROAD #55120C SL1 - - #55121C SL2 - - - . . . . . . 00 ... . . . .. . . . . . . . . . . . . . . . . . . . . . . — P/L P/L P/L P/L P/L P/L P/L W P/L TETHEROW CROSSING SUBDIVISION RRR P6RF _ P/L STREET LIGHT KEYED NOTES SL1 35' DAVIT LIGHT POLE, TYPE I LED LUMINAIRE PER COM STREET LIGHTING DETAIL 6C, AND JUNCTION BOX PER CITY OF MERIDIAN SD-T4 SL2 LIGHT POLE, BY OTHERS SL3 EXISTING LIGHT POLE NOTES: 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10 FEET MINIMUM FROM TREES, 5 FEET MINIMUM FROM FIRE HYDRANTS, AND 2 FEET MINIMUM FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS -BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 7. LIGHTS SHALL TIE INTO EXISTING METER LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF N. LINDER ROAD AND E. USTICK ROAD. 1 1 ' APPROVED FOR E Ir)L�N CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth oaks Date 01/18/2022 Permit NumberuDiR-2o21-o0s7 • • Know whacs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J-U-B ENGINEERS, INC. �G t STERN 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME STREET LIGHT PLAN SHEET NUMBER C11 0 20 40 SCALE IN FEET Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECTADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME DIMENSION CONTROL PLAN SHEET NUMBER C21 POINT TABLE POINT # NORTHING EASTING 1 718,005.30 2,449,531.82 6 718,002.99 2,449,639.34 7 717,960.31 2,449,530.86 8 717,958.00 2,449,638.37 9 718,002.56 2,449,659.37 10 718,000.26 2,449,766.89 11 717,957.57 2,449,658.40 12 717,955.27 2,449,765.92 13 717,999.83 2,449,786.88 14 717,997.52 2,449,894.40 15 717,954.84 2,449,785.92 16 717,952.53 2,449,893.43 17 717,997.09 2,449,914.37 18 717,994.78 2,450,021.88 19 717,952.10 2,449,913.40 20 717,949.79 2,450,020.92 21 717,940.32 2,449,530.39 22 717,938.01 2,449,637.91 23 717,895.33 2,449,529.46 24 717,893.02 2,449,636.95 25 717,937.58 2,449,657.94 26 717,935.27 2,449,765.46 27 717,892.59 2,449,656.98 28 717,890.28 2,449,764.49 29 717,934.84 2,449,785.45 30 717,932.54 2,449,892.97 31 717,889.85 2,449,784.49 32 717,887.55 2,449,892.00 33 718,050.59 2,450,032.94 34 718,050.25 2,450,048.93 35 718,037.10 2,450,032.65 36 718,036.75 2,450,048.64 37 718,033.13 2,449,658.20 38 718,032.93 2,449,667.20 39 718,028.11 2,449,892.15 40 718,027.92 2,449,901.14 41 717,862.24 2,449,654.53 42 717,862.03 2,449,663.53 43 717,856.75 2,449,897.47 44 717,856.55 2,449,906.47 45 717,932.11 2,449,912.97 46 717,929.80 2,450,020.48 47 717,887.12 2,449,912.00 48 717,884.81 2,450,019.52 49 718,017.01 2,449,523.55 50 717,884.21 2,449,522.96 51 717,873.32 2,450,005.25 52 717,854.29 2,449,462.33 POINT TABLE POINT # NORTHING EASTING 53 718,004.29 2,449,462.99 54 718,085.26 2,449,580.35 55 718,083.74 2,449,609.34 56 718,057.13 2,449,635.27 57 718,058.88 2,449,553.85 58 718,059.37 2,449,530.56 59 718,049.32 2,449,999.20 60 718,036.01 2,450,031.55 61 718,030.77 2,450,046.83 62 718,030.76 2,450,048.33 63 718,032.04 2,450,050.66 64 718,036.85 2,450,047.89 65 717,829.89 2,450,045.76 66 717,812.31 2,450,027.22 67 717,814.71 2,449,920.74 68 717,776.58 2,449,891.91 69 717,777.31 2,449,858.02 70 717,816.56 2,449,839.17 71 717,824.45 2,449,489.76 72 717,843.58 2,449,490.19 73 717,854.53 2,449,479.10 74 717,884.08 2,449,528.99 75 717,896.52 2,449,523.01 76 718,004.52 2,449,523.49 77 718,016.84 2,449,531.82 78 718,014.52 2,449,639.80 79 718,014.32 2,449,648.79 80 718,012.01 2,449,756.77 81 718,011.82 2,449,765.77 82 718,009.51 2,449,873.74 83 718,009.31 2,449,882.74 84 718,006.79 2,449,999.71 85 717,873.50 2,449,996.87 86 717,875.94 2,449,888.90 87 717,876.14 2,449,879.90 88 717,878.58 2,449,771.93 89 717,878.79 2,449,762.93 90 717,818.38 2,449,758.19 91 717,818.58 2,449,749.19 92 717,820.41 2,449,668.21 93 717,820.82 2,449,650.22 94 717,881.63 2,449,636.96 95 717,881.43 2,449,645.96 96 717,822.65 2,449,569.24 97 717,822.85 2,449,560.24 98 717,924.79 2,449,462.63 99 717,933.78 2,449,462.67 100 717,933.72 2,449,477.17 101 717,931.72 2,449,479.16 102 717,926.71 2,449,479.14 POINT TABLE POINT # NORTHING EASTING 103 717,924.72 2,449,477.14 104 718,004.22 2,449,477.50 105 718,007.70 2,449,481.00 106 718,011.14 2,449,481.02 107 718,004.59 2,449,506.49 108 718,006.60 2,449,504.50 109 718,011.11 2,449,504.52 110 718,035.87 2,449,530.24 111 718,033.83 2,449,532.18 112 718,031.51 2,449,640.16 113 718,033.47 2,449,642.16 114 718,033.36 2,449,647.20 115 718,031.36 2,449,649.15 116 718,029.00 2,449,757.13 117 718,030.96 2,449,759.13 118 718,030.85 2,449,764.17 119 718,028.85 2,449,766.13 120 718,026.49 2,449,874.10 121 718,028.45 2,449,876.10 122 718,028.34 2,449,881.14 123 718,026.34 2,449,883.10 124 718,023.53 2,450,000.07 125 718,025.46 2,450,002.41 126 718,006.30 2,450,022.56 127 718,001.29 2,450,023.16 128 717,879.36 2,450,022.52 129 717,854.51 2,449,998.57 130 717,856.56 2,449,996.48 131 717,858.95 2,449,888.51 132 717,856.99 2,449,886.51 133 717,857.10 2,449,881.47 134 717,859.15 2,449,879.51 135 717,859.63 2,449,769.54 136 717,861.59 2,449,771.54 137 717,859.75 2,449,764.50 138 717,861.75 2,449,762.54 139 717,864.59 2,449,636.57 140 717,862.59 2,449,638.53 141 717,862.48 2,449,643.53 142 717,864.43 2,449,645.57 143 717,865.20 2,449,526.40 144 717,867.15 2,449,528.60 145 717,894.60 2,449,504.00 146 717,896.59 2,449,506.00 147 717,837.35 2,449,560.56 148 717,839.30 2,449,562.56 149 717,839.19 2,449,567.61 150 717,837.19 2,449,569.56 151 717, 835.31 2,449,650.54 152 717,837.27 2,449,652.54 POINT TABLE POINT # NORTHING EASTING 153 717,837.18 2,449,657.12 154 717,837.05 2,449,662.12 155 717,836.95 2,449,666.58 156 717,834.95 2,449,668.54 157 717,833.08 2,449,749.52 158 717,835.03 2,449,751.52 159 717,834.92 2,449,756.56 160 717,832.87 2,449,758.51 161 717,830.98 2,449,839.49 162 717,832.94 2,449,841.49 163 717,795.17 2,449,863.80 164 717,795.14 2,449,865.30 165 717,794.58 2,449,892.30 166 717,794.58 2,449,893.80 167 717,807.50 2,449,864.08 168 717,806.77 2,449,894.07 169 717,831.21 2,449,919.07 170 717,829.16 2,449,921.07 171 717,826.80 2,450,027.54 172 717,830.22 2,450,031.12 173 718,014.33 2,449,432.06 174 718,096.85 2,449,432.37 175 717,798.52 2,449,661.30 176 717,773.71 2,449,839.57 177 717,771.92 2,449,921.84 • • Know whaft below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J-U-B ENGINEERS, INC. �O \ ST ERE 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECTADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME DIMENSION CONTROL TABLE SHEET NUMBER C23 0 38 154 2572.0- - - 155 - 25725- _ = - - --2572.0- PA I I LI a 156 30 153 27 72 II 37 _ III a 29 1.80% C 0 28 o �Io r LO N 1� u7 / N o tr1') N a1-2570.5 31 32 I 2571.0 � 2571,0�2571 �00 o N 103 \rn �S 2572. FF: 2572.50 FF: 2572.50 - - - -- _2 71.5-=2572.0 - 25 pfL - — = - - - - 571 .5 �2 2572.0 157 158 2572.5 0 1 010% 011 o N 94 95 rn 2571.5 f 25,2 O 3 0 � �N Ir 96 48 0, 4 NVA 97 47 �J NVA 5 40 7 7 41 42 80 � � 45 ® 25 2.08 79 43 2 72. I 108 0 46139 I 138 0I I 116 117 0 I 122 FF: 2572.80 I I i FF: 2573.10 FF: 2573.40 04 iI N 143 I I 137 N I 135 133 131 111 i 128 120 I 125 126 n N ------- -'-- -- -- -- - 113 114 -- -- - - - -- -- -- -- -- - �1 0 N N ----'-2rJ7�.J� -.. 112 N� M - .-. - --..-..-. -. - .-..- 2.83% 115 - -- --.-- -- -- -- LOr L _.--._�572.0-. -..- - - -..-.. I o p I 110 I I I `V �i N 73:(i- - - - - 142 136 1I I 134 121 I 124 127 LO N `Ln I I I I 132 130 129 FF: 2572.80 I I I I FF: 2573.10 I 'o 1 FF: 2573.40 �)- I i 123 o v 2572.5 t-U 60 a CD 65 2.97 � r 24 62CD 61 �� 59 572 0 58 57 55 N ° 571.5 56 54 / off— G0 N / 0 2.20% iii VAN VAN O 64 2571 0 N! 93 92 co/ 9 8 M° 9 91 23 21 0 ,� i 2571.5 022 I / II o 88 87 257 5 17 � 0.40% 19 0.40% 18 0.40% 16 15 57 14 13 12 1 � •00.40% 0.40% 20 ® 160 2570.5 - 159 86 89 PA per P� 0-5 PA —PA— - - - — — — -2570.0- - -- -- - - - - - - - - _- - - — — — _ ----- _--_--_--- _ —\ Z — _ _ _ — -- — P/L P/� 151 pA- �a moo° NOTES: 1. REFER TO SHEET C3.1 FOR GRADING NOTES. 01 49 0 53 52 572.5 51 �? N 1.94% L 90 50 101 `V u� I v�° % 8 ko 81 �� 9 1.20% 5j2 11 0 7 �I 0.50% r`? 1 10 150 L P� 149 -- - - P/4 p� PAL �—� P�/L 35 0.57% 25 O 3 6 E. USTICR---ROAD • i Know whars below. Call before you dig. 0 20 40 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE SCALE IN FEET MARKING OF UNDERGROUND MEMBER UTILITIES Plans Are Accepted For Public Street Construction auq Cozjak 01/10/2022 J-U-B ENGINEERS, INC. ��lsreR� 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wil crest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME GRADING PLAN SHEET NUMBER C10 GRADING POINT TABLE POINT # NORTHING EASTING ELEVATION DESC 1 718,057.13 2,449,635.27 2570.77 LIP 3 718,049.32 2,449,999.20 2572.22 LIP 4 718,036.01 2,450,031.55 2572.37 LIP 5 718,030.77 2,450,046.83 2572.20 LIP 6 717,939.73 2,450,046.34 2571.84 LIP 7 717,829.89 2,450,045.76 2572.28 LIP 8 717,830.23 2,450,031.12 2572.45 LIP 9 717,826.81 2,450,027.54 2572.35 LIP 10 717,812.31 2,450,027.22 2572.13 LIP 11 717,814.71 2,449,920.74 2571.60 LIP 12 717,816.56 2,449,839.17 2571.48 LIP 13 717,818.38 2,449,758.19 2571.16 LIP 14 717,818.59 2,449,749.19 2571.12 LIP 15 717,820.42 2,449,668.21 2570.80 LIP 16 717,820.82 2,449,650.22 2570.81 LIP 17 717,822.65 2,449,569.24 2570.48 LIP 18 717,822.86 2,449,560.24 2570.45 LIP 19 717,823.97 2,449,510.75 2570.25 LIP 20 717,824.45 2,449,489.76 2570.33 LIP 21 717,843.58 2,449,490.19 2570.62 LIP 22 717,854.22 2,449,479.33 2570.77 LIP 23 717,854.29 2,449,462.33 2570.40 LIP 24 717,866.29 2,449,462.38 2570.35 LIP 25 717,924.79 2,449,462.64 2570.58 LIP 26 717,933.79 2,449,462.68 2570.62 LIP 27 718,004.29 2,449,462.99 2570.90 LIP 28 718,004.23 2,449,477.49 2571.16 LIP 29 718,007.71 2,449,481.00 2571.19 LIP 30 718,011.14 2,449,481.02 2571.17 LIP 31 718,059.37 2,449,530.56 2570.86 LIP 32 718,058.89 2,449,553.28 2570.78 LIP 33 718,085.26 2,449,580.35 2569.62 LIP 34 718,083.74 2,449,609.34 2569.62 LIP 35 717,773.71 2,449,839.57 2571.27 LIP ME 36 717,771.93 2,449,921.84 2571.74 LIP ME 37 718,014.33 2,449,432.06 2570.07 LIP ME 38 718,096.85 2,449,432.37 2570.54 LIP ME 39 718,016.84 2,449,531.82 2571.76 ASPH 40 718,013.79 2,449,673.63 2572.06 ASPH 41 718,011.54 2,449,778.57 2572.16 ASPH 42 718,011.07 2,449,800.51 2572.34 ASPH 43 718,008.32 2,449,928.63 2572.65 ASPH 44 718,006.80 2,449,999.71 2572.65 ASPH 45 718,018.96 2,450,015.38 2572.63 ASPH 46 718,000.70 2,450,023.17 2572.50 ASPH 47 718,023.54 2,450,000.07 2572.45 ASPH 48 718,025.47 2,450,002.41 2572.45 ASPH GRADING POINT TABLE POINT # NORTHING EASTING ELEVATION DESC 49 717,879.36 2,450,022.52 2572.50 ASPH 50 717,854.52 2,449,998.57 2572.52 ASPH 51 717,856.56 2,449,996.49 2572.47 ASPH 52 717,873.51 2,449,996.87 2572.67 ASPH 53 717,875.12 2,449,925.77 2572.67 ASPH 54 717,875.95 2,449,888.90 2572.37 ASPH 55 717,876.15 2,449,879.90 2572.37 ASPH 56 717,877.99 2,449,798.26 2572.37 ASPH 57 717,878.59 2,449,771.93 2572.15 ASPH 58 717,878.79 2,449,762.93 2572.08 ASPH 59 717,880.87 2,449,670.75 2572.08 ASPH 60 717,881.43 2,449,645.96 2571.86 ASPH 61 717,881.64 2,449,636.96 2571.78 ASPH 62 717,884.08 2,449,528.99 2571.78 ASPH 63 717,867.15 2,449,528.61 2571.36 ASPH 64 717,865.21 2,449,526.41 2571.30 ASPH 65 717,877.01 2,449,507.64 2571.42 ASPH 66 717,891.49 2,449,503.99 2571.37 ASPH 67 717,894.60 2,449,504.01 2571.39 ASPH 68 717,896.60 2,449,506.01 2571.44 ASPH 69 717,896.52 2,449,523.01 2571.78 ASPH 70 718,004.52 2,449,523.49 2571.76 ASPH 71 718,004.60 2,449,506.49 2571.53 ASPH 72 718,006.60 2,449,504.50 2571.51 ASPH 73 718,035.87 2,449,530.24 2571.35 ASPH 74 718,033.83 2,449,532.19 2571.39 ASPH 75 718,014.51 2,449,639.80 2571.77 ASPH 76 718,014.32 2,449,648.79 2571.85 ASPH 77 718,012.01 2,449,756.77 2572.06 ASPH 78 718,011.82 2,449,765.77 2572.06 ASPH 79 718,009.51 2,449,873.74 2572.35 ASPH 80 718,009.31 2,449,882.74 2572.35 ASPH 81 717,829.17 2,449,921.07 2571.89 ASPH 82 717,831.21 2,449,919.07 2571.95 ASPH 83 717,806.77 2,449,894.08 2571.78 ASPH 84 717,794.59 2,449,893.80 2571.72 ASPH 85 717,795.18 2,449,863.81 2571.34 ASPH 86 717,807.51 2,449,864.08 2571.33 ASPH 87 717,832.93 2,449,841.70 2571.60 ASPH 88 717,830.99 2,449,839.50 2571.61 ASPH 89 717,803.52 2,449,863.99 2571.31 ASPH 90 717,856.34 2,449,915.46 2572.33 ASPH 91 717,857.00 2,449,886.47 2572.13 ASPH 92 717,861.83 2,449,672.53 2571.76 ASPH 93 717,862.48 2,449,643.53 2571.52 ASPH 94 718,033.37 2,449,647.20 2571.51 ASPH 95 718,032.74 2,449,676.19 2571.73 ASPH GRADING POINT TABLE POINT # NORTHING EASTING ELEVATION DESC 96 718,028.35 2,449,881.15 2572.07 ASPH 97 718,027.73 2,449,910.14 2572.17 ASPH 98 717,862.06 2,449,663.53 2571.68 ASPH 99 717,837.07 2,449,662.13 2571.13 ASPH 101 717,858.84 2,450,011.61 2572.74 ASPH 103 718,034.48 2,449,595.21 2571.48 ASPH 104 717,948.14 2,449,538.59 2570.83 FL 105 717,952.14 2,449,538.68 2570.83 FL 106 717,950.18 2,449,630.20 2570.83 FL 107 717,946.18 2,449,630.11 2570.83 FL 108 717,993.28 2,449,649.12 2571.50 FL 109 717,902.30 2,449,647.15 2571.50 FL 110 717,945.41 2,449,666.14 2571.18 FL 111 717,949.40 2,449,666.23 2571.18 FL 112 717,943.10 2,449,773.64 2571.18 FL 113 717,947.10 2,449,773.72 2571.18 FL 114 717,947.01 2,449,777.72 2571.48 FL 115 717,943.01 2,449,777.64 2571.48 FL 116 717,992.09 2,449,774.70 2571.19 FL 117 717,992.00 2,449,778.70 2571.49 FL 118 717,898.11 2,449,772.66 2571.18 FL 119 717,898.02 2,449,776.66 2571.48 FL 120 717,944.70 2,449,885.26 2571.49 FL 121 717,940.71 2,449,885.17 2571.49 FL 122 717,987.81 2,449,904.18 2572.10 FL 123 717,896.83 2,449,902.21 2572.10 FL 124 717,939.93 2,449,921.14 2571.78 FL 125 717,943.93 2,449,921.23 2571.78 FL 126 717,941.97 2,450,012.75 2571.78 FL 127 717,937.97 2,450,012.66 2571.78 FL 128 717,945.39 2,450,016.32 2572.95 TOP 129 717,934.39 2,450,016.08 2572.95 TOP 130 717,936.51 2,449,917.56 2572.95 TOP 131 717,947.51 2,449,917.80 2572.95 TOP 132 717,937.13 2,449,888.58 2572.65 TOP 133 717,948.13 2,449,888.83 2572.65 TOP 134 717,939.44 2,449,781.05 2572.65 TOP 135 717,950.44 2,449,781.29 2572.65 TOP 136 717,939.67 2,449,770.07 2572.35 TOP 137 717,950.67 2,449,770.31 2572.35 TOP 138 717,995.43 2,449,782.26 2572.65 TOP 139 717,995.66 2,449,771.29 2572.35 TOP 140 717,894.45 2,449,780.09 2572.65 TOP 141 717,894.69 2,449,769.09 2572.35 TOP 142 717,941.98 2,449,662.56 2572.35 TOP 143 717,952.98 2,449,662.80 2572.35 TOP 144 717,942.60 2,449,633.52 2572.00 TOP GRADING POINT TABLE POINT # NORTHING EASTING ELEVATION DESC 145 717,953.60 2,449,633.77 2572.00 TOP 146 717,944.72 2,449,535.02 2572.00 TOP 147 717,955.72 2,449,535.26 2572.00 TOP 148 718,084.50 2,449,594.84 2569.91 ASPH 149 717,773.96 2,449,921.88 2572.12 TBC ME 150 717,775.71 2,449,839.61 2571.65 TBC ME 151 717,782.65 2,449,839.76 2571.89 BW ME 152 717,781.03 2,449,922.04 2572.29 BW ME 153 718,014.29 2,449,440.97 2570.73 BW ME 154 718,096.83 2,449,441.25 2571.04 BW ME 155 718,096.85 2,449,434.37 2570.91 TBC ME 156 718,014.32 2,449,434.06 2570.45 TBC ME 157 718,049.83 2,450,033.67 2572.65 CONC 158 718,049.52 2,450,048.17 2572.55 CONC 159 717,803.58 2,449,861.50 2570.81 FL 160 717,807.79 1 2,449,675.15 2569.93 FL NOTES: 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATION AND REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT AND THE CURRENT EDITION OF THE ISPWC, UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 3. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. 4. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT, THE CURRENT EDITION OF THE ISPWC, AND THE RECOMMENDATIONS OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. 5. THE SUBGRADE UNDER TRAFFIC AREAS SHALL BE STRIPPED, COMPACTED, INSPECTED, AND PROOF ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCK/TRAILER, OR EQUIVALENT, PRIOR TO PLACEMENT OF FILL MATERIAL. FILL MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. CONTRACTOR SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY FILL MATERIAL. 6. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 7. ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR. 8. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 9. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. 10. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1, THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0%. NO TOLERANCE IS ALLOWED ABOVE THE MAXIMUM SLOPE. NON -COMPLYING WORK SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 11.ALL PEDESTRIAN ROUTES AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0% MEASURED IN THE DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0%. NO TOLERANCE IS ALLOWED ABOVE THE MAXIMUM SLOPE. NON -COMPLYING WORK SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 12.I1' DISCREPANCIES OCCUR BETWEEN PLANS REGARDING SLOPES AND ELEVATIONS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. NO PONDING SHALL OCCUR AND SLOPES SHALL HAVE POSITIVE GRADING TOWARDS NEW STORM DRAIN FACILITIES. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Plans Are Accepted For Public Street Construction t�tfg �OTJQiC' 01/10/2022 STenF 1 2381, ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHDCOMMENTS 01/10/22 M COMEAUX A R C H IT E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME GRADING POINT TABLES SHEET NUMBER C11 J-U-B ENGINEERS, INC. a a a a _ I i � ui iu PA -PA PAL PAL SDCB-2D Q100=0.56 CFS DMH-2 W LLLU - SD SDCB-1A Q100=0.36 CF 0 W PAL IPA PAL SDCB-1B Q100=1.43 CFS 100=0.7 CFS RR RR l' / � IE�� S APP�OVED FOR l l CONSTRUCTION These plans and/or specifications have been reviewed wed for complianceP� P� P� PA with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name S.th011 oaks Date ovlai2o22 Permit Number LDIR-2021-0037 PA AI PAL PAL PA PAS PAS PAL S&G-1 9 .. SDMH-1 D U�J �fi�fi�fi� SD4 Ndn SD1 NdA 0 I I I I I I I I I I I SD2 aC�._- -- ----C�C�L._- --.J I L_.__•_ cn ---- ---- I.._.._.._.._..-.._.._. _.._..-.._.._.._.._: O O I i I i -0-� -- -- - -• O O __._ i i D2 �I I I I I I I I I I j I L_.J VAN Q7=' VAN SS SS SS a P�1 PAL PAS PAL II W II � --•--O O �- -- ----�Q.-- _..-. - _..-.._. SDMH-3 -- r W W Ud d d UY ti L U U U U'd U D1 . `�.. . `.�. `.�.�i-•. i�...~. . �i;.~ �i-..~ . `�. �i-..�i-,•. `ice `ice SD SDCB-2B � Q100=1.14 CFS---- -._--- _._--- --- --- --- _ __ -IRR __ _ �❑ R D2 Q1100=0 44 CFS IRR IRR -PA -PA PA T S PA PA P/L PA PA PA PAL PAL L----------------------� STORM DRAIN STRUCTURE TABLE NAME SIZE/TYPE RIM ELEV INV ELEV IN BAFFLE "B" ELEV BAFFLE "C" ELEV 12" INV ELEV OUT 18" INV ELEV OUT SDCB-1 A SD-601 2570.68 - - - 2567.50 - SDCB-1 B SD-601 2570.68 2567.30 - - 2567.30 - SDCB-2A SD-601 2571.51 - - - 2568.90 - SDCB-2B SD-601 2570.71 2567.50 - - 2567.50 - SDCB-2C SD-601 2570.15 2567.00 - - 2567.00 - SDCB-2D SD-601 2570.25 - - - 2567.15 - SDCB-3 SD-601 2571.74 - - - 2568.25 - SDMH-1 SD-611 2571.40 2567.10 - - 2567.00 - SDMH-2 SD-611 2570.57 2566.50 - - 2566.40 - SDMH-3 SD-611 2572.19 2567.90 - - 2567.80 - S&G-1 1000 GAL 2571.05 2567.20 2567.10 2566.60 2567.15 2566.35 S&G-2 1000 GAL 2570.35 2566.95 (2) 2566.85 2566.35 2566.60 2566.10 S&G-3 1000 GAL 2571.99 2568.20 2568.10 2567.60 2567.95 2567.35 NOTES STORM DRAIN NOTES 1. CATCH BASIN RIM ELEVATIONS ARE sDi BIOSWALE #1, SEE SHEET C5.0 5 LF 12" PVC © 1.0% MEASURED FROM GUTTER FLOWLINE. sD2 BIOSWALE #2, SEE SHEET C5.0 10 LF 12" PVC ® 1.0% 2. 6" DIA ADS INVERTS SHALL MATCH sD3 BIOSWALE #3, SEE SHEET C5.0 227 LF 12" PVC © 0.0% BOTTOM OF BIOSWALES WITH PIPE SD4 VERTICAL SAND FILTER #1. SEE SHEET C5.0 224 LF 18" PVC © 0.0% SCREENS INSTALLED AT EACH END sD5 VERTICAL SAND FILTER #2. SEE SHEET C5.0 Di 6 LF 12" PVC © 0.83% sDs VERTICAL SAND FILTER #3. SEE SHEET C5.0 D2 7 LF 12" PVC © 0.71 % sD7 85 LF 12" PVC © 0.24% SD2 57 LF 12" PVC © 0.0% sDs 37 LF 12" PVC © 0.27% D2 53 LF 18" PVC © 0.0% SD9 10 LF 12" PVC © 0.50% D2 36 LF 6" ADS, SEE NOTE 2 D� 140 LF 18" PVC © 0.0% D2 POTABLE/NON-POTABLE MAIN CROSSING, sDi 144 LF 12" PVC © 0.0% SEE WATER NOTES 2 AND 3 ON SHEET C1.0 D� 253 LF 12" PVC © 0.55% D2 BIOSWALE #4, SIMILAR TO DETAIL ON D� 159 LF 12" PVC © 0.31 % SHEET C5.0 D� 62 LF 12" PVC © 0.32% Know whars below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES IRR SDCB-3 O Q100= O 0.38 CFS S&G-3 0 20 40 SCALE IN FEET J-U-B ENGINEERS, INC. x l \c RF O/�/0�2, 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECTADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME STORM DRAIN PLAN SHEET NUMBER C3,1 a IRR IRR -- -- IRR I - -- - - - -- -- -.__ -_ CO IR STA: 0+82.1 1, 56.1 1 ' L I �'859, STA: 1 +13.1 1, 56.20' L TBVC: 2571.84 3: TBVC: 2572.22 IRR - GB GB R20' TYP STA: 1 +33.13, 36.19' L - -- -STA: 0+62.13, 36.11' L D4 Da TBVC: 2572.08 TBVC: 2571.67 2571.93 �' S d I STA: 1 +41.14, 36.20' L • PAL p� P� P� 2571.28 �p UN 2571.53 2572.22 TBVC: 2572.12 (ME) � _ PAL -� pal PAL p STA: 0+58.85, 36.1 1 ' L RD2 6.4% - - - - - - - - - - -PA TBVC: 2571.65 (ME) L 2571.85 ---- l ---------- 257 2.25 --- ---- --- 2572.14 --� 2571.61 RD1 D3 2 0' --2 - 0 ch i 0� i N n Oi o" 2580- 2575- 2570- 2565 0+50 E. USTICK ROAD — — 1 +00 - - - - - PLAN 1Z O O U N U N H 00 (0 1--- L o FINISH GRADE AT TOP EXISTING GRADE ��U) + c`n" Z0 o `14 BACK OF CURB AT CL OF ROAD 0 In W W -_--(n J W W m__—__— ----------- — — — — — — — — — — — FINISH GRADE AT LIP OF GUTTER 1+00 PROFILE 45'-0" Y2 STREET ROW 36'-0" 32'-0" SLOPE VARIES SAWCUT LINE 5" THK PLANT MIX PAVEMENT EXISTING ROADWAYJ (SP-3, 1/2" MIX GP 64-28) / 4 %"' MINUS CRUSHED J AGGREGATE BASE COURSE TYPICAL SECTION (N LINDER RD & E USTICK RD) 24" 7'-0" SIDEWALK 22 MAX I O O 11 u7 N N I-, L LO N N' i M/a m/a- - nn/a '-2571 - STA: 0+08.74, 35.97' L ° TBVC: 2570.91 (ME)� ° � o -2580 2580- -2575 2575- -2570 2570- 2565 1+50 ROW nlrlTrC%. "-6" VERTICAL CURB & GUTTER 25" PIT RUN GRAVEL BASE COURSE 1. CONSTRUCT ALL PAVEMENT MATCHES WITHIN THE RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION OR AS SHOWN, WHATEVER IS GREATER. 2565 0+00 D7 IDD _ 36.03' L STA: 0+91.26, 257 ► •0 TBVC: 2570.45 (ME) d l/d l/d l/d l/d l/d a ° ° 2570.5 _ _--_--- 2570.5-- —2570. ° --- �_--_ 0.57% -------� 0 Ln 1Ln \ N N. LINDER ROAD \ 1+00 PLAN Z O ~ U Z O EXISTING GRADE � o V) AT CL OF ROAD co � � O Z N N O ++ ISH GRADE AT - Ln Z - - P BACK OF CURB o N o-- a HJLJ w L Q W� ---(n W m-- —----------- H J Z --__ —_______ (nWW-- FINISH GRADE AT LIP OF GUTTER 0+50 PROFILE ROADWAY PLAN KEYED NOTES RD1 SAWCUT, TACK COAT, AND MATCH EXISTING PAVEMENT PER ACHD SUPPLEMENT TO ISPWC SD-301, SD-303, AND SD-806 RD2 TYPE A PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712, TYP. 2 PLCS. RD3 CONCRETE VALLEY GUTER PER ACHD SUPPLEMENT TO ISPWC SD-708 RD4 STOP SIGN AND NO LEFT TURN SIGN, SEE SHEET C5.1 RD5 DELINEATORS PLACED 75 FEET EAST AND WEST OF DRIVEWAY APPROACH, SPACED AT 5 FEET O.C. DELINEATORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. DELINEATORS SHALL BE FLEXSTAKE HIGHWAY DELINEATOR HD 600 SERIES, APPROVED BY ACHD PRIOR TO PURCHASE AND INSTALLATION. RD6 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 RD7 7' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709 RD8 24" STOP BAR PLACED 7' IN ADVANCE OF THE CENTERLINE OF THE PEDESTRIAN RAMP(S) • • e Know whaYs 1e10'1N. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES -2580 -2575 -2570 2565 1+00 Plans Are Accepted For Public Street Construction 5sfg :z:oxJGli ,. 01/10/2022 HORZ 0 10 20 VERT 0 2 4 SCALE IN FEET J-U-B ENGINEERS, INC. \STFR� KG 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME ROADWAY PLAN & PROFILE SHEET NUMBER C33 I CL CL a- W9 r � I 3 I - I _ W2 _ - - - PA - P/L - - - P/L - - - - P/L- PA PA VM W 36 LF 8" 00 T W5 15 W6 �5r W2 sD o s a !c W1 I — P/E ao W3 — O O I 1 10 P/E 102 LF 8'_ 3 D W W W 5W LF 8" I 3 a P/E — P/E ttj NVAA Ld zCtf w cM 25' MIN to 0w N -�- a TYP 4 PLCS W7 W4 I I 14 A W5 6' MIN is o I a — --O ° --. I & I r-- --° ° ---- — — —... —.._ J_UT]-- ---- — ° °-- —J W5 I L.--. O O —.. - I z I � I W5 W5 W8 TYP 4 PLCS I �J a A I VAN a 3 D 3 O _ l ❑ IRR IRR IRR I R P/L - - - - - PA P-/L + - - - - - - - - - - -P/L - - - - - L- - PA P/L — 1 APPROVED FOR F, II)[f� CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of 1 which the City retains the right to enforce. Inconsistencies not noted by — — WI — — — W — ——City,�taff shall not be construed as approved unless specifically addressed in writing bVthe -Gity. 7Vny pr4ose�Trevis-i�rrtovthese-plans- — W — — W — — — — W — — _ W — must be submitted for review and compliance with the Meridian City W W W — — — W — — r ards and Specifications be ore sai revision i — — — E. USTICK ROAD Name Seth Oaks Date 01/18i2022 Permit NumberLOiR-zazi-oo87 I WATER NOTES w1 8" 90` BEND W/ THRUST BLOCKING PER ISPWC SD-403 w2 8" 45° BEND WITH THRUSH BLOCKING PER ISPWC SD-403 w3 8" TEE WITH THRUST BLOCKING PER ISPWC SD-403 w4 FIRE HYDRANT PER CITY OF MERIDIAN SD—W8 w5 POTABLE/NON—POTABLE MAIN CROSSING, SEE WATER NOTES 2 AND 3 ON SHEET C1.0 ws REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 8" WATER MAIN w7 1 1/2" WATER METER AND SERVICE PER CITY OF MERIDIAN SD—W4 ws SEE MECHANICAL DRAWINGS FOR CONTINUATION, TYP ws TEMPORARY 2" BLOWOFF PER CITY OF MERIDIAN SD—W12 w10 8"x6" REDUCER W11 8" GATE VALVE w12 6" GATE VALVE w13 EXISTING 16" WATER MAIN w14 EXISTING 12" WATER MAIN w15 EXISTING 8" WATER MAIN W16 20 LF STEEL CASING PER CITY OF MERIDIAN SD—SW1 & SD—SW2 w17 2-8" GATE VALVES - PA - - - - P/L - - - - J J J a- \ a i P/L - - P/L - - P/L - - - PA - - - - - PA - - P/L - W P/L TETHEROW CROSSING SUBDIVISION P/E — W 150 LF 8" W IRR RRR --yam -P ❑ P�IYR R P/L_ - -T-- P/L- - - - - /L - - - - - P- - - - - - P L - - - - - - - - - / P L ------------ —J - - - - - - - I 15 --� W — — 1 W W--—W——W--—W--—W----W----W----W W E. USTICK ROAD I I I NOTE: 1. SEE SHEET C4.1 FOR SEWER PLAN AND PROFILE. r 0 20 40 SCALE IN FEET KnowwhaYs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rim J-U-B ENGINEERS, INC. I -G\STERF 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHDCOMMENTS 01/10/22 M COMEAUX A R C H IT E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME WATER PLAN SHEET NUMBER C4m0 I W W IRR J J J J J a_ a_ a_ \ \ 11 — PA- - - - - - L - - - - - P/L P/E NVA NI I— ■SSCO-5 s3 I s3 SSCO-8 I I I I ■ I S2 I I S2 I 00 I � I - -. - .-. - - -. -..- .-. -.-. - - - .� J - - - - - - -n _.... 00 _, r 6' MIN SSCO-4 s3 _LSI I ■ I S2 I i IT -7ss ISSCo-3 s3 VAN 6`•, 6' MIN SEWER NOTES s1 48" DIA SEWER MANHOLE PER ISPWC SD-501 WITH MANHOLE FRAME AND COVER PER ISPWC SD-507 AND CONCRETE COLLAR PER ISPWC SD-508 s2 4" SEWER SERVICE, SEE MECHANICAL DRAWINGS FOR CONTINUATION s3 "T" TYPE CLEANOUT PER CITY OF MERIDIAN SD-S1 s4 25 LF STEEL CASING PER CITY OF MERIDIAN SD-SW1 & SD-SW2 s5 EXISTING 8" SEWER MAIN ss POTABLE/NON-POTABLE MAIN CROSSING, SEE NOTES 2 AND 3 ON SHEET C1.0 K1r)TII=C- 0 20 40 SCALE IN FEET - - . - - o O _ - - - 1. ALL 6" DIAMETER SEWER PIPE SHALL BE INSTALLED AT A MINIMUM SLOPE OF �- - - - - 1 %. THE CONTRACTOR IS ALLOWED TO INSTALL THE SEWER PIPE AT STEEPER - - - - SLOPES TO AVOID OTHER UNDERGROUND UTILITIES OR REDUCE THE AMOUNT OF EARTHWORK. 2. ALL SEWER PIPE SHALL BE INSTALLED AT A MINIMUM BURY DEPTH OF 3 FEET. 3. GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034. ± I�I I 2580- 2575- ■ 97 SLSS6 SSCO-1 S3 99 LF 6" S1 SSMH-2 16 IIII I SSCO-2 SS SS LF 6" ■ ooe O SSCO-6 s3 — P/E 2570- O 0� W a ± W 10'4" P, 2565- S4 yN� SD N c I I I I IRR II S1 ^ SMH-1 II L PAL P/L — - - - - - - L----------------------- E. USTICK ROAD - I O MH SSWR-11 0 SS — — — — — SS — — — — SS ——— Ss - - - ss--- ss - - - -ss — — —� o SS--—SS�--—SS r'�1 F IT>I/�N - APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth Oaks Date 01/18/2022 \ Permit Number LDIR-2021-0037 IRR IRR - - - IRR - _ / - P/L —PA ----- — —'— — — P/L P/L P/L -- SS---- SS — —— S5 2560- 2555- 2550- 2545 10+00 EXISTING GROUND FINISH GRADE 61 LF 8„ �12" SD 12" GIRR pVC ©5A0% EXISTING 8" PVC p SSMH-2 STA: 1 1 +1 1.19 RIM: 2572.00 INV IN: 2561.03 6' INV IN: 2561.03 6 INV OUT: 2560.86 SSMH-1 STA: 10+50.00 RIM: 2571.66 INV IN: 2557.80 8"(N) INV OUT: 2557.70 8"(S) 10+50 11+00 • • Know whars below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES -2580 -2575 -2570 -2565 -2560 -2555 '(E) 8"(S)D 2545 11+50 J-U-B ENGINEERS, INC. "- \STE,F -0 col 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHDCOMMENTS 01/10/22 M COMEAUX A R C H IT E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME SEWER PLAN & PROFILE SHEET NUMBER C4m 1 0 10 20 SCALE IN FEET IRRIGATION NOTES pl1 EXISTING CONCRETE IRRIGATION DITCH PI2 IRRIGATION IMPROVEMENTS BY OTHERS P13 PRE -CAST CONCRETE DIVERSION BOX, SEE DETAIL 2, SHEET C4.5 PI4 PRE -CAST CONCRETE INTAKE SCREEN BOX, SEE DETAIL 3, SHEET C4.5 P15 PACKAGED PRESSURE IRRIGATION PUMP STATION, SEE NOTES THIS SHEET Pls GRAVITY IRRIGATION PIPE, SEE SHEET C4.4 P17 6" THICK 4,000 PSI CONCRETE SLAB Pls INTAKE SCREEN SUPPLY LINE PER PUMP STATION MFR'S RECOMMENDATIONS PI9 FILTER FLUSH LINE PER PUMP STATION MFR'S RECOMMENDATIONS P110 INSTALL POWER SERVICE FROM TRANSFORMER TO PUMP STATION PI11 PRIMARY POWER AND TRANSFORMER, COORDINATE WITH ELECTRICAL PLANS AND IDAHO POWER PI12 PRESSURE IRRIGATION PIPE CONNECTION POINT. PROVIDE FITTINGS AS NEEDED. P113 2" WATER SERVICE PI14 2" x 1 1 /2" TEE PI15 PRESSURE IRRIGATION MAIN, SEE LANDSCAPE PLANS PI16 2" VALVE P117 IRRIGATION DRAIN VALVE P118 BACKFLOW PREVENTER WITH GORILLA CAGE PER CITY OF MERIDIAN STANDARDS AND PLUMBING CODE PI19 2" METER PI2o 8" WATER MAIN, SEE SHEET C4.1 1 ' ' APPROVED FOR 1 II)I� CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Sem Oaks Date 01/18/2022 Permit NumberLDIR-2021-0037 P12 PIRR PIRR L P/L - GIRR GIRR /L NnTF.q- P/L - 1. IRRIGATION IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. ALL GRAVITY IRRIGATION BOXES SHALL BE PRE -CAST AND REINFORCED. ALL PIPES ENTERING OR LEAVING BOXES SHALL BE GROUTED INSIDE AND OUT USING QUADEX HYPERFORM AND XS-1800 CONSEAL PER SID SPECIFICATIONS. 3. GRAVITY IRRIGATION PIPING SHALL BE SDR 35 PVC. 4. PIPE SHALL BE PROVIDED WITH A MINIMUM COVER OF 24 INCHES. 5. VERIFY ELEVATIONS OF ALL THE TIE-IN POINTS TO EXISTING FEATURES AND IRRIGATION STRUCTURES (DITCHES, PIPES, ECT.) PRIOR TO DEMOLITION OF ANY EXISTING FEATURES AND PRIOR TO CONSTRUCTION. 6. IF CONSTRUCTION TAKES PLACE DURING IRRIGATION SEASON, CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AN IMPLEMENTING A PLAN TO DEWATER/BYPASS PUMP WATER WITHIN THE WORK CORRIDOR AS REQUIRED TO COMPLETE CONSTRUCTION WITHOUT AFFECTING DOWNSTREAM USERS. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS AS REQUIRED TO COMPLETE THE WORK. 7. THE PRESSURE IRRIGATION PUMP STATION AND PRIVATE PRESSURE IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY THE SAWTOOTH LANDING COMMUNITY ASSOCIATION (HOA). 8. FINDER TAPE SHALL BE INSTALLED ON ALL IRRIGATION PIPES. TAPE SHALL BE 2" WIDE, METALLIC RED IN COLOR, WITH THE WORDS "DANGER -UNSAFE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN 6" BELOW THE GROUND SURFACE AND 18" ABOVE THE TOP OF PIPE. 9. AIR/VACUUM TESTING IS REQUIRED FOR IRRIGATION PIPE AND STRUCTURE PER ISPWC SECTION 601. 10. CONTRACTOR TO PROVIDE ALL FITTING, TRANSITIONS AND APPURTENANT ITEMS AS REQUIRED FOR CROSS CONNECTION OF THE POTABLE AND IRRIGATION SYSTEM. 1 1. BACKFLOW PREVENTER MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY, AND MERIDIAN WATER DEPARTMENT. 12. CONTRACTOR SHALL PROVIDE COMPLETE POWER SERVICE TO THE PUMP STATION. 13. TOTAL IRRIGATABLE LANDSCAPE AREA IS APPROXIMATELY 41,500 SF. PUMP STATION NOTES: SCOPE OF WORK PACKAGED PUMP STATION SUPPLIER SHALL PROVIDE A VARIABLE SPEED SUBMERSIBLE TURBINE PUMP STATION COMPLETE WITH PUMP, PIPING, VALVES, SENSORS, VARIABLE FREQUENCY DRIVE (VFD), PROGRAMMABLE LOGIC CONTROLLER (PLC), UL 508A LISTED CONTROL PANEL, AND ALL APPURTENANCES NECESSARY FOR A COMPLETE AND FUNCTIONING PUMPING SYSTEM. THE STATION SHALL BE MOUNTED TO A PRESS BRAKE FORMED STEEL BASE AND ENCLOSED IN A POWDER -COATED MARINE GRADE ALUMINUM ENCLOSURE. THE PUMP STATION SHALL BE MANUFACTURED BY A UL QCZJ CERTIFIED PUMP STATION MANUFACTURER. TECHNICAL SERVICE AND SUPPORT. THE MANUFACTURER SHALL PROVIDE ACCESS 24/7 PHONE SUPPORT WITH A FACTORY CERTIFIED TECHNICIAN. THE TECHNICIAN SHALL HAVE ACCESS TO ALL RELEVANT DATA SPECIFIC TO THE PUMP STATION, INCLUDING SPECIFICATIONS, SUBMITTAL, SHOP DRAWINGS, PROGRAMMING, AND DETAILED PHOTOS OF THE SYSTEM FACTORY TESTING. THE PUMP STATION SHALL UNDERGO AND PASS ALL OF THE FOLLOWING SYSTEM PERFORMANCE TESTS: HYDROSTATIC TESTING THAT MEETS ANSI/HI SPECIFICATIONS AND STANDARDS, FLOW TESTING THAT MEETS ANSI/HI 14.6 SPECIFICATIONS AND STANDARDS; AND VIBRATION TESTING THAT MEETS ANSI/HI 9.6.4 VIBRATION MEASUREMENT AND ALLOWABLE VALUES SPECIFICATIONS AND STANDARDS. THE PUMPING SYSTEM SHALL BE FLOW TESTED AS A COMPLETE UNIT, WHICH SHALL INCLUDE FUNCTION TESTING OF PUMPS, MOTORS, INSTRUMENTATION, APPURTENANCES, AND CONTROL PANEL. THE RESULTS OF ALL TESTS SHALL BE AVAILABLE TO THE OWNER. PRODUCTS PIPING, VALVES, SKID BASE. & STATION ENCLOSURE. PIPING. THE STATION PIPING SHALL BE STANDARD WALL PIPE WITH GROOVED CONNECTIONS. FLANGED OR WELDED CONNECTIONS SHALL NOT BE ACCEPTABLE. THREADED CONNECTIONS BETWEEN THE MAIN PIPING SECTIONS OTHER THAN AT THE PUMP VOLUTE SHALL NOT BE ACCEPTABLE. VALVES. BUTTERFLY STYLE ISOLATION VALVES -WITH GROOVED CONNECTIONS -SHALL BE INCLUDED ON STATION SUCTION AND DISCHARGE PIPING, FLANGED OR THREADED CONNECTIONS SHALL NOT BE ACCEPTED. A NON -SLAM CHECK VALVE SHALL BE INCLUDED ON THE DISCHARGE OF EACH PUMP. AN AIR RELEASE VALVE SHALL BE INCLUDED, LOCATED IMMEDIATELY AFTER THE PUMP CHECK VALVE. SKID.THE PUMP SKID SHALL BE MADE OF 1/4" PRESS BROKE A36 STEEL. NO WELDED BASES OR OPEN RAIL SYSTEMS SHALL BE ACCEPTABLE. CORROSION PROTECTION. THE PUMP SKID AND APPURTENANCES SHALL BE CLEANED TO BARE STEEL AND COATED WITH A BAKED ON POWDER COATING, ALL PIPING INCLUDING ELBOWS SHALL BE COATED INSIDE AND OUT. THE PUMP STATION SHALL BE PRESSURE TESTED PRIOR TO COATING. NO WELDING SHALL BE PERFORMED AFTER THE PUMP STATION IS POWDER COATED. STATION ENCLOSURE. THE PUMP STATION ENCLOSURE SHALL BE CONSTRUCTED OF MARINE GRADE ALUMINUM MODULAR PANELS TO ALLOW ACCESS TO ALL PUMPS AND COMPONENTS BY SIMPLY REMOVING ANY PANEL. THE ENTIRE FRONT OF THE ENCLOSURE SHALL CONSIST OF HINGED DOORS. THE ENCLOSURE SHALL BE POWDER COATED. THE ROOF OF THE ENCLOSURE SHALL BE EASILY DISPLACED AND REPLACED BY ONE PERSON FOR THE PURPOSE OF SERVICING THE PUMP STATION. THE STATION ENCLOSURE SHALL INCLUDE A VENTILATION FAN (OR FANS) APPROPRIATELY SIZED TO ADEQUATELY COOL THE ENCLOSED EQUIPMENT. AUTOMATIC FILTER: THE PUMP STATION SHALL INCLUDE AN AUTOMATIC SCREEN FILTER. THE FILTER SHALL USE SUCTION SCANNING DEVICES TO AUTOMATICALLY REMOVE DEBRIS FROM THE FILTER ELEMENT. THE FILTER SHALL BE VAF200 OR APPROVED EQUAL. CONTROL LOGIC FOR FILTER FLUSH SHALL BE INCLUDED AS PART OF THE MAIN CONTROL PANEL PLC PROGRAMMING PUMP CONTROL SYSTEM NEMA RATING THE VFD, PLC, AND ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE MOUNTED IN A NEMA 3R ENCLOSURE RATED FOR INDOOR INSTALLATION. TO AVOID POTENTIAL WATER OR RODENT DAMAGE, VFD'S MOUNTED OUTSIDE THE MAIN CONTROL PANEL ARE NOT ACCEPTABLE. CONTROL PANEL MANUFACTURING & TESTING. THE PUMP CONTROL PANEL SHALL BE MANUFACTURED AND LISTED BY A UL508A PANEL SHOP. THE PANEL SHALL BE UL LABELED AS AN "ENCLOSED INDUSTRIAL CONTROL PANEL THE PUMP CONTROL PANEL SHALL BE COMPLETELY MANUFACTURED, TESTED AND PROGRAMMED PRIOR TO DELIVERY TO THE JOB SITE. DOCUMENTATION. A COLOR WIRING SCHEMATIC AND PUMP NAMEPLATE INFORMATION SHALL BE PERMANENTLY AFFIXED TO THE INSIDE OF THE CONTROL ENCLOSURE. ALL FIELD TERMINAL CONNECTIONS SHALL BE NUMBERED AND LABELED. COOLING SYSTEM. THE CONTROL PANEL COOLING SYSTEM SHALL BE APPROPRIATELY SIZED FOR THE AMBIENT CONDITIONS. THE COOLING SYSTEM SHALL NOT ALLOW DUST, INSECTS OR RODENTS INSIDE THE PUMP CONTROL PANEL TWO SETS OF SPARE FILTERS SHALL BE INCLUDED WITH THE PUMPING SYSTEM MAIN DISCONNECT. A SERVICE -ENTRANCE RATED, NON -FUSED DISCONNECT SHALL BE MOUNTED IN THE PUMP CONTROL PANEL AND SHALL ISOLATE ALL POWER TO THE CONTROL PANEL. THE DISCONNECT SHALL INCLUDE AN OPERATING HANDLE MOUNTED ON THE CONTROL PANEL ENCLOSURE DOOR THAT IS MECHANICALLY INTERLOCKED TO PREVENT ENTRY WHILE THE DISCONNECT IS IN THE ON POSITION. TO PREVENT DAMAGE FROM VANDALISM, A DISCONNECT EXTERNAL TO THE PUMP STATION ENCLOSURE SHALL NOT BE ACCEPTED. OVERCURRENT PROTECTION. THE VFD BRIDGE RECTIFIERS SHALL BE PROTECTED FROM OVER CURRENT BY AN APPROPRIATELY SIZED CIRCUIT BREAKER. FUSES ARE NOT ACCEPTABLE. LIGHTNING & SURGE PROTECTION. THE PUMP CONTROL PANEL SHALL BE EQUIPPED WITH TRANSIENT VOLTAGE AND SURGE ARRESTORS. CONVENIENCE OUTLET. THE PUMP CONTROL PANEL SHALL BE EQUIPPED WITH DUPLEX OUTLET. VARIABLE FREQUENCY DRIVE (VFD). THE VFD SHALL BE APPROPRIATELY SIZED TO MEET THE FLA (FULL LOAD AMPS) REQUIRED BY THE PUMP MOTOR, AS STATED ON THE MOTOR NAMEPLATE. THE VFD SHALL BE MANUFACTURED BY ABB INDUSTRIAL SYSTEMS, MITSUBISHI, OR APPROVED EQUAL. INITIAL START-UP AND CALIBRATION SHALL BE PERFORMED BY A FACTORY CERTIFIED TECHNICIAN, WHICH SHALL EXTEND THE WARRANTY ON THE CONTROL PANEL TO A TOTAL OF THREE (3) YEARS. PROGRAMMABLE LOGIC CONTROLLER (PLC). THE PLC SHALL BE FULLY PROGRAMMED PRIOR TO PUMP PANEL INSTALLATION. THE TECHNICIAN INSTALLING AND PROGRAMMING THE PLC IS TO BE FACTORY TRAINED AND CERTIFIED BY THE PLC MANUFACTURER. THE PLC PROGRAMMING SHALL BE NON-PROPRIETARY, AND THE COMPLETE STATION PROGRAMMING SHALL BE MADE AVAILABLE TO THE OWNER VIA A USB DRIVE INCLUDED WITH THE STATION CONTROL PANEL. PLC OPERATOR INTERFACE. THE PLC SHALL BE EQUIPPED WITH A 5.7" LCD COLOR TOUCHSCREEN. THE OPERATOR INTERFACE SHALL ALLOW THE USER TO MAKE ADJUSTMENTS TO THE PLC PROGRAM LOCALLY WITHOUT REQUIRING ANY ADDITIONAL EQUIPMENT SUCH AS A LAPTOP COMPUTER. A VFD CONTROL KEYPAD IS NOT AN ACCEPTABLE SUBSTITUTION FOR THE DIGITAL OPERATOR INTERFACE. THE PLC SHALL HAVE AN ETHERNET PORT TO ENABLE REMOTE ACCESS. PLC CONTROL FUNCTIONS: 1. USER SETTABLE LOCAL OR REMOTE CONTROL. 2. SYSTEM PRESSURE SETPOINT 3. PUMP SLEEP SETTINGS, WITH TWO THRESHOLD MODES: SLEEP BY FLOW OR SLEEP BY FREQUENCY 4. SYSTEM PROTECTION SETTINGS, INCLUDING FAULT AND WARNING PARAMETERS FOR LOW FLOW, HIGH FLOW, LOW PRESSURE, HIGH PRESSURE, RESTART TRIALS AND RESTART DELAY TIME. 5. LOAD FACTORY DEFAULT SETTINGS, USER SAVED DEFAULT SETTINGS 6. PRE-PROGRAMMED START-UP ROUTINES TO LIMIT AND/OR DELAY STARTING AND ACCELERATION OF THE PUMP TO ELIMINATE EXCESSIVE VELOCITY AND PRESSURE. IT SHALL ALSO INCLUDE INITIAL START-UP, MAINLINE FILL, POWER OUTAGE AND AUTOMATIC RE -STARTS PLC MONITORING FUNCTIONS 1. PUMP OPERATING STATUS, TOTAL PUMP RUN HOURS, MOTOR FREQUENCY. MOTOR AMPERAGE 2. SYSTEM PRESSURE, FLOW RATE 3. FAULT LOG WITH TIME STAMPS AND DIAGNOSTIC UTILITY. 4. TREND DATA, WITH GRAPHIC DISPLAY OF SYSTEM PRESSURE, FLOW, MOTOR FREQUENCY AND AMPERAGE. DATA SHALL BE EXPORTABLE TO MS EXCEL. 5. USB PORT TO UPLOAD, DOWNLOAD OF PROGRAM, AND DATA STORAGE. INSTRUMENTATION. PRESSURE GAUGES SHALL HAVE A 304 STAINLESS STEEL CASE, WITH BEZEL CONSTRUCTION. GAUGES SHALL HAVE A 2.5- DIAMETER AND BE LIQUID FILLED. PRESSURE TRANSMITTERS) SHALL BE CONSTRUCTED OF STAINLESS STEEL AND RATED FOR THE PUMP STATION DISCHARGE PRESSURE. FLOW METER. THE STATION SHALL INCLUDE A SOLID STATE INSERTION FLOW METER. CURRENT AND TOTALIZED FLOW SHALL BE READ AT THE PUMP CONTROL PANEL HMI. PADDLE TYPE INSERTION SENSORS SHALL NOT BE ACCEPTED. PUMP PROTECTION SHROUDS EACH PUMP AND MOTOR SHALL BE COMPLETELY ENCASED IN A SLOTTED PVC WELL CASING. BOTH ENDS OF THE SHALL BE THOROUGHLY SEALED TO ENSURE THAT NO WATER CAN ENTER AT EITHER AND WATER SHALL ONLY ENTER THE CASING THROUGH PRECISION LASER CUT SLOTS, WHICH WILL NOT ALLOW DEBRIS LARGER THAN CAN BE PASSED ENTIRELY THROUGH THE PUMP. ALL WATER ENTERING THE CASING SHALL PASS OVER, AND COOL THE MOTOR, PRIOR TO ENTERING THE PUMP. Know wws below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rim-1 J-U-B ENGINEERS, INC. STER� 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME PRESSURE IRRIGATION PLAN SHEET NUMBER C4m2 (N — We 1 HORZ 0 20 40 a VERT 0 2 4 SCALE IN FEET a 2580- 2575- 2570- 2565- 2560- 2555 0+00 0+00 EX MH GIRR I • — M/8 vd vd vd IR2 L— --------------------- I 1+00 IRR IRR IRR l/d vd _ vdyd — N. LINDER ROAD MATCHLINE - SEE SHEET C4.4 o 0 + a. I M a Z o O a. ^� • MOH GIRR / 3 IR1 Qr 2+00 / • MH GIRR-2 IR1 - vd / 4 D�� Ld O U z FINISH GRADE EXISTING GROUND __z N 39 LF 18" © 0.18% i 177 LF 18" @ 0.10% ------- i6 i RE T MH GIRR-2 MH GIRR-3 EX MH GIRR STA: 2+42.30 RIM: 2570.41 STA: 2+02.21 R RIM: 2570.19 STA: 0+25.07 RIM: 2572.11 INV IN: 2566.00 18"(S) INV IN: 2566.18 18"(SE) INV OUT: 2566.18 18"(N) INV IN: 2566.25 INV OUT: 2566.25 18"(E) 18"(NW) 0+50 1+00 1+50 2+00 2+50 3+00 -2580 -2575 -2570 -2565 -2560 2555 3+50 IRRIGATION NOTES IR1 PRE -CAST CONCRETE IRRIGATION BOX, SEE DETAIL 1, SHEET C4.5 IR2 CONNECT TO EXISTING CONCRETE IRRIGATION BOX nlnTFc- 1. IRRIGATION IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. ALL GRAVITY IRRIGATION BOXES SHALL BE PRE -CAST AND REINFORCED. ALL PIPES ENTERING OR LEAVING BOXES SHALL BE GROUTED INSIDE AND OUT USING QUADEX HYPERFORM AND XS-1800 CONSEAL PER SID SPECIFICATIONS. 3. GRAVITY IRRIGATION PIPING SHALL BE SDR 35 PVC. 4. PIPE SHALL BE PROVIDED WITH A MINIMUM COVER OF 24 INCHES. 5. VERIFY ELEVATIONS OF ALL THE TIE-IN POINTS TO EXISTING FEATURES AND IRRIGATION STRUCTURES (DITCHES, PIPES, ECT.) PRIOR TO DEMOLITION OF ANY EXISTING FEATURES AND PRIOR TO CONSTRUCTION. 6. IF CONSTRUCTION TAKES PLACE DURING IRRIGATION SEASON, CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AN IMPLEMENTING A PLAN TO DEWATER/BYPASS PUMP WATER WITHIN THE WORK CORRIDOR AS REQUIRED TO COMPLETE CONSTRUCTION WITHOUT AFFECTING DOWNSTREAM USERS. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS AS REQUIRED TO COMPLETE THE WORK. 7. THE PRESSURE IRRIGATION PUMP STATION AND PRIVATE PRESSURE IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY THE SAWTOOTH LANDING COMMUNITY ASSOCIATION (HOA). 8. FINDER TAPE SHALL BE INSTALLED ON ALL IRRIGATION PIPES. TAPE SHALL BE 2" WIDE, METALLIC RED IN COLOR, WITH THE WORDS "DANGER -UNSAFE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN 6" BELOW THE GROUND SURFACE AND 18" ABOVE THE TOP OF PIPE. 9. AIR/VACUUM TESTING IS REQUIRED FOR IRRIGATION PIPE AND STRUCTURE PER ISPWC SECTION 601. l F. IT)Ii�I\ — APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Sem Oaks Date 01/18/2022 \ Permit NumberLDiR-2021-0037 Know wws MOW. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C HI T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME IRRIGATION PLAN & PROFILE SHEET NUMBER C43 M SS SS UI w� -- LU C/) — — LU I 4+00 SS W LU IRR I R IRR 5+00 6+00 _SD Nsb — — — — IRR IRR - - - - - I,-,— H Z P� PAU MH GIRR 4 IR3 J PA —P 0 PA Q I PA P —W S A- PA PA 73 - - - - - - - - - - = — — — — I----------------------i 184Oi1911 2575- PAO-Wel 1846104 2555 3+50 E. USTICK ROAD I I I I I I I I W7W I� c? � 1 � III IR1 � 7+00 IR2 ' IRRI tR IRR00P 8+50 PIRRfIRRI P& HORZ 0 20 40 H GIRR-5 PA PA _PA p� - - - - P - - - - - - - - - P/L VERT 0 2 4 ❑ SCALE IN FEET I IR4 W O O Z 5 LF 18" © 2.00% FINISH GRADE EXISTING GROUND_ N ---- ------ ----- �� 209 LF 18" @ 0.30% — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 375 LF 18" @ 0.30% 18" MIN IR5 INV: 256 .75f 8" WAT MH GIRR-4 _MH GIRR-5 STA: 6+ 17.16 STA: 8+26.19 RIM: 2571.90 RIM: 2574.25 INV IN: 2567.38 18"(E) INV IN: 2569.66 18"(E) INV OUT: 2567.38 18"(W) 8" SS INV OUT: 2568.00 18"(W) KInTCC - i 4+00 i 4+50 i 5+00 i 5+50 1. IRRIGATION IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. ALL GRAVITY IRRIGATION BOXES SHALL BE PRE -CAST AND REINFORCED. ALL PIPES ENTERING OR LEAVING BOXES SHALL BE GROUTED INSIDE AND OUT USING QUADEX HYPERFORM AND XS-1800 CONSEAL PER SID SPECIFICATIONS. 3. GRAVITY IRRIGATION PIPING SHALL BE SDR 35 PVC. 4. PIPE SHALL BE PROVIDED WITH A MINIMUM COVER OF 24 INCHES. 5. VERIFY ELEVATIONS OF ALL THE TIE-IN POINTS TO EXISTING FEATURES AND IRRIGATION STRUCTURES (DITCHES, PIPES, ECT.) PRIOR TO DEMOLITION OF ANY EXISTING FEATURES AND PRIOR TO CONSTRUCTION. 6. IF CONSTRUCTION TAKES PLACE DURING IRRIGATION SEASON, CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AN IMPLEMENTING A PLAN TO DEWATER/BYPASS PUMP WATER WITHIN THE WORK CORRIDOR AS REQUIRED TO COMPLETE CONSTRUCTION WITHOUT AFFECTING DOWNSTREAM USERS. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS AS REQUIRED TO COMPLETE THE WORK. 7. THE PRESSURE IRRIGATION PUMP STATION AND PRIVATE PRESSURE IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY THE SAWTOOTH LANDING COMMUNITY ASSOCIATION (HOA). 8. FINDER TAPE SHALL BE INSTALLED ON ALL IRRIGATION PIPES. TAPE SHALL BE 2" WIDE, METALLIC RED IN COLOR, WITH THE WORDS "DANGER -UNSAFE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN 6" BELOW THE GROUND SURFACE AND 18" ABOVE THE TOP OF PIPE. 9. AIR/VACUUM TESTING IS REQUIRED FOR IRRIGATION PIPE AND STRUCTURE PER ISPWC SECTION 601. i 6+00 1 6+50 7+00 7+50 IRRIGATION NOTES IR1 EXISTING CONCRETE IRRIGATION DITCH IR2 IRRIGATION IMPROVEMENTS BY OTHERS IR3 PRE -CAST CONCRETE IRRIGATION BOX, SEE DETAIL 1, SHEET C4.5 IR4 PRESSURE IRRIGATION IMPROVEMENTS, SEE SHEET C4.2 IR5 POTABLE/NON-POTABLE MAIN CROSSING, SEE NOTES 2 AND 3 ON SHEET C1.0 l' APPROVED FOR ` t �" I I IN CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth Oaks Date 01/18/2022 \\ Permit Numbmber_DiR-zort-oos7 8+00 8+50 WAOTi191 -2575 -2570 W47 i►49'S:1i 2555 9+00 NOTE: 1. REFER TO SHEET C3.1 FOR GRADING NOTES. Know wws below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rim J-U-B ENGINEERS, INC. STER� 1238 ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME IRRIGATION PLAN & PROFILE SHEET NUMBER C4m4 PLACE SUFFICIENT REINFORCING STEEL TO ALLOW FOR SITE SPECIFIC LOADING CONDITIONS AND ACCOMMODATE PIPE PENETRATIONS 18" PVC INSTALL 4 LB RAISED EXPANDED METAL LID WITH 30"X30" LOCKABLE, STAINLESS STEEL HINGED ACCESS HATCH PLACED OVER MANHOLE STEPS. LID TO BE EDGED WITH 2" FLAT STOCK AND SECURED AT ALL CORNERS WITH Y2"X4" LAG BOLTS a • 4' PRESSURE TREATED CHECK BOARDS, CAULK ALL JOINTS BETWEEN CHECK BOARDS, AND BETWEEN CHECK BOARDS AND CONCRETE BOX, PROVIDE WATER -TIGHT SEAL c� INSTALL PLASTIC COATED a a MANHOLE STEPS, AMERICAN STEP COMPANY OR APPROVED EQUAL PLACE SUFFICIENT REINFORCING STEEL TO ALLOW FOR SITE SPECIFIC LOADING CONDITIONS AND • • ACCOMMODATE PIPE PENETRATIONS • d°• • °d 6' 18" PVC I 4 4 GROUT AND SEAL ALL PIPE PENETRATIONS WITH QUADEX HYPERFORM AND CS-1800 CONSEAL PER SID SPECIFICATIONS. SID TO PI AN \/IF\A/ INSPECT PRIOR TO BACKFILL LAG BOLTS METAL LID Z • °4 MANHOLE STEPS i]_ d 1 CV _ 18" PVC 18" PVC 6" TYP 24„ 18" PVC 18" PVC INSTALL 4 LB RAISED EXPANDED METAL LID WITH 30"X30" LOCKABLE, STAINLESS STEEL HINGED ACCESS HATCH PLACED OVER MANHOLE STEPS. LID TO BE EDGED WITH 2" FLAT STOCK AND SECURED AT ALL CORNERS WITH Y2" X 4" LAG BOLTS 4 d INSTALL PLASTIC COATED 2" WIDE X 2" MANHOLE STEPS, AMERICAN STEP DEEP NOTCH COMPANY OR APPROVED EQUAL FOR CHECK BOARDS, TYP LAG BOLTS 1(0 Z_ METAL LID MANHOLE STEPS I 6„ 12" TYP 12" RCP 18" PVC 18" PVC 4 6" TYP NATIVE SUBGRADE, COMPACTED -/ SECTION VIEW `6" THICK 3/4" MINUS CRUSHED va va va va va va va va va va v va va va va va AGGREGATE BASE COURSE (ISPWC 802, TYPE I), COMPACTED NATIVE SUBGRADE, COMPACTED SECTION VIEW 6" THICK 3/4" MINUS CRUSHED TYPICAL PRE -CAST IRRIGATION BOX AGGREGATE BASE COURSE (ISPWC 1 SCALE: NOT TO SCALE 802, TYPE I), COMPACTED PLACE SUFFICIENT REINFORCING STEEL TO ALLOW FOR SITE SPECIFIC LOADING CONDITIONS AND ACCOMMODATE PIPE PENETRATIONS 6' TYP 12" PVC 4 12" PVC TO • PUMP STATION INSTALL 4 LB RAISED EXPANDED METAL LID WITH 30"X30" LOCKABLE, STAINLESS STEEL HINGED ACCESS HATCH PLACED OVER MANHOLE STEPS. LID TO BE EDGED WITH 2" FLAT STOCK AND SECURED AT ALL CORNERS WITH Y2"X4" LAG BOLTS d ° ° • 4 • • ° e 5' ° 4 CLEMONS CW100 CLEARWATER SELF-CLEANING SUCTION SCREEN WITH 12 MESH SCREEN AND 3" FLANGE 12" PVC FROM WEIR BOX LAG BOLTS METAL LID Z 5' °4 (DPPRE-CAST DIVERSION IRRIGATION BOX SCALE: NOT TO SCALE 6" TYP \ 12" PVC FROM 1 1 WEIR BOX • \ 12" PVC TO d PUMP STATION 12" INV ELEV=2567.90' CLEMONS CW100 CLEARWATER SELF-CLEANING SUCTION 5Z SCREEN WITH 12 MESH SCREEN z 12"X3" AND 3" FLANGE REDUCER' • • 6" TYP ° N BOTTOM ELEV=2563.90' ° • ° • °4 •,. a 9. • NATIVE SUBGRADE, COMPACTED SECTION VIEW O_LRE-CAST INTAKE SCREEN BOX SCALE: NOT TO SCALE 12" PVC 1�12" INV ELEV=2565.03' 6" THICK 3/4" MINUS CRUSHED AGGREGATE BASE COURSE (ISPWC 802, TYPE 1), COMPACTED Know wws below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wil crest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME IRRIGATION DETAILS SHEET NUMBER C4m5 SAND AND GREASE TRAP TYP. SEE DETAIL 3 THIS SHEET. O O INLET PIPE PER PLAN A HIGH-FLOWSD BYPASS MANHOLE 50' MIN Q! OBSERVATION WELL PER ACHD SD-627 (TYP 2 PER SAND FILTER) LENGTH PER TABLE 18" PERFORATED PIPE WITH PERFORATIONS TOP HALF ONLY - - - - - - - - - - - - - - - - - - 5' SEE NOTE 4 TREATMENT BED (WQ VOLUME) I I I SAND FILTER I I 12" PERFORATED PIPE WITH FULL PERFORATIONS PERCOLATION BED (100-YR VOLUME) i7 NON -WOVEN FILTER FABRIC ALONG TOP OF DRAIN ROCK AND SAND FILTER. OVERLAP SEAMS A MINIMUM OF 12" TYP. INSTALL PVC LINER ACROSS BOTTOM AND ALONG OUTSIDE EDGES OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS FACTORY SEALED OR FIELD WELDED). 10% 37 M q INSTALL SOLID > ppF CAP AT END OF PERFORATED PIPE 5' PLAN VIEW ELECTRONIC MARKERS PLACED ON CORNER OF FACILITY, TYP. COORDINATE WITH ENGINEER AND CITY OF MERIDIAN INSPECTION DURING CONSTRUCTION PRIOR TO BACKFILLING. BACKFILL WITH 3" MINUS PITRUN GRAVEL (ISPWC 801) WOVEN GEOTEXTILE FABRIC BETWEEN PAVEMENT SUBGRADE CLEAN 2" DRAIN SAND FILTER AND DRAIN ROCK ROCK WIDTH SEE TABLE 1.5' WIDTH SEE TABLE 12" MIN. COVER 24" OF BIORETENTION SOIL MEDIA PER ACHD SPECIFICATIONS OVEREXCAVATE A MINIMUM OF 12" INTO NATIVE SOILS. BACKFILL WITH NATIVE FREE DRAINING MATERIAL TFABRIC REATMENT BED PERCOLATION BED NON-WOVEN40 NCE/SQ.I YD. MIN. WEIGHT m o 0 0 (WQ VOLUME) o 0 0 o JJ o 0 o JJ o o F �� M w _ (10�0� R VO�L� E) O�� ALONG SIDES OF DRAIN ROCK) Ld Ld ��Ld �OPOPOPO �PoPo �� poPoPoPo �o�o�0 0 ��^��^O�J^ ^�� DCLEAN RAIN ROCK 2 C' � C' C' C' C' 18" PERFORATED PVC OR ADS �/' �� 12"<PERFORATED PIP ESTIMATED HIGH PIPE (TOP HALF ON 0 0 GROUNDWATER ELEV=2564.5't SLOPE 1 % TOWARDS SAND \O��O��O��O��\\��0��/ INSTALL PVC LINER ACROSS BOTTOM AND ALONG OUTSIDE EDGES OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS FACTORY SEALED OR FIELD WELDED). BOTTOM OF ROCK EXCAVATE A MINIMUM OF 12" INTO ELEVATION PER NATIVE SOIL USE FILTER SAND OR 3/8" MINUS PER GRAVEL TO PROVIDE A SMOOTHLY SECTION A -A TABLE GRADED SURFACE AT BOTTOM OF BED TO PROTECT LINER FROM TEARS AND DAMAGE DURING INSTALLATION. VERTICAL SAND FILTER NOTES: 1. REFER TO ACHD BMP-21 FOR VERTICAL SAND FILTER DETAILS AND SPECIFICATIONS. 2. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT PROPOSED UNDERGROUND INFILTRATION SYSTEM LOCATIONS PRIOR TO START OF CONSTRUCTION. NOTIFY CITY OF MERIDIAN INSPECTOR 48 HOURS PROR TO TESTING. /k�J 4S° 3. MAXIMUM DESIGN INFILTRATION RATE OF 0.5 IN/HR PER THE GEOTECHNICAL EVALUATION DATED 8 FEBRUARY 2021 PREPARED BY ATLAS TECHNICAL CONSULTANTS, �S LLC. 4. TRANSITION 5 FEET IN BED NON -PERFORATED TO PERFORATED PIPE 5. GROUNDWATER ELEVATIONS AS NOTED IN KEYED NOTES PER GROUNDWATER t�3. MONITORING REPORTS. SEASONAL HIGH GROUNDWATER IS ANTICIPATED AT AN ELEVATION OF APPROXIMATELY 2564.5 BASED ON GROUND WATER MONITORING. 4S° A5 CONTACT DESIGN ENGINEER IF GROUNDWATER IS ENCOUNTERED DURING SEEPAGE BED EXCAVATION FOR BED RESIZING. 18" PIPE PERFORATION 12" PIPE PERFORATION 6. WOVEN FILTER FABRIC SHALL BE GEOTEX 401 OR OTHER MEETING STANDARDS IN DETAIL DETAIL ACHD SECTION 8202.23, BMP-20. HORIZONTAL SAND FILTER TABLE SEEPAGE BED N0. TREATMENT BED DIMENSIONS SAND FILTER DIMENSIONS PERCOLATION BED DIMENSIONS TOP OF ROCK ELEV. BOTTOM OF ROCK ELEV. BED DEPTH 12" PERF. PIPE INVERT 18" PERF. PIPE INVERT DESIGN INFILTRATION RATE SEEPAGE BED #1 4'x137' 1.5'x137' 13'x137' 2568.5 2564.5 4.0' 2567.00 2566.40 Y2"/HR SEEPAGE BED #2 4'x222' 1.5'x222' 15'x222' 2567.9 2564.5 3.4' 2566.40 2566.10 )s"/HR SEEPAGE BED #3 4'x5O' 1.5'x5O' 6'x5O' 2569.5 2564.5 5.0' 2567.80 2567.35 Y2"/HR VERTICAL SAND FILTER DETAIL (ACHD BMP #21 SCALE: NOT TO SCALE 11' TOP WIDTH ii :1 1R a 4' BOTTOM WIDTH 10% BOTTOM ELEV: SEE SHT C3.0 oQ SCARIFY SUBGRADE A z z o 7) MIN. OF 3" ALONG a SWALE SIDE SLOPES a� ax Uj rn - U) x Z_ J z 0 M (n L ESTIMATED HIGH rn '\7 GROUNDWATER 2564.5't BIORETENTION SWALE DETAIL (ACHD BMP #30 SCALE: NOT TO SCALE 12" INLET PIPE PER PLAN SAND AND GREASE TRAP (BOISE VAULT OR APPROVED EQUAL WITH BAFFLES) SIZE PER TABLE 12" INLET PIPE PER PLAN O 20" BAFFLE WI VBAFFLE BAFFLE „C" "B" ELEVATION ELEVATION PROFILE VIEW t . • .�� .fit . • ��,� RIM ELEVATION PER PLAN GRADE RINGS AS REQUIRED (18" MAX.) SET RIM FLUSH WITH FINISHED GRADE 18" OUTLET PIPE PER PLAN AND DETAIL 1 THIS SHEET 24" DIA TRAFFIC RATED FRAME AND STANDARD MANHOLE COVER PER ISPWC SD-617 18" OUTLET PIPE PER PLAN AND DETAIL 1 THIS SHEET SAND AND GREASE TRAP DETAIL (ACHD BMP #01' SCALE: NOT TO SCALE • • KrowwhaYs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (jw J-U-B ENGINEERS, INC. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME STORM DRAIN DETAILS SHEET NUMBER C500 LANDSCAPE 1 AREA 3 6„ 1 Ft ASPHALT VERTICAL CURB PAVEMENT CONCRETESIDEWALK7 5 7 RESERVED d PARKING x erwlEoera�rwaa pill COMPACTED 00 BACKFILL p p p p MATERIAL G d 12:1 MAX N 12:1 MAX V AT VAN STALLS ONLY a A d p p p p NOTES: UQ 1. EXPANSION JOINTS SHALL BE 1/2" TYPE MED EXPANSONSJOINT FILLER, 2-#3 (TYP)\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\�� D-1751 AND EXTEND THE FULL �N�/�� O O O O O O O O O O O O ii DEPTH OF SURFACE 0 0 0 0 0 0 0 0 \�%\� 2. EXPANTION JOINT 50' MAXIMUM SPACING \\/%\\\\\/\\\/�\/�\��\/� FLUSH /TRUNCATED 5, 2"x2" TELESPAR TUBING, 12 GA "" VERTICAL CURB \/� \�% 3. CONTSPACRACTION JOINT 10' MAXIMUM VERTICAL Al SCALE: N.T.S. PER SDMES CURB 1 " HOLES ASPHALT TAPER CURBS WITH PAVEMENT RAMP SLOPES o 1.0' ° DRIVE —RIVET ° (2) REQUIRED 4"-6" �1 0"�r ACCESSIBLE PEDESTRIAN RAMP ° SIDEWALK A2 ° SCALE: N.T.S. ° III,,,IIII illl II o II=1 1 °r 2 1 /2"x2 1/2" `..,.. ° —_- TUBING, 12 GA — .: o %. —� 5" 9" CONCRETE 5' —III—II ° II1= 11 —_--__ -� I �—I � I —I � I —III —III —I � 1= Ii II 72" 9.5" 10„ SIDEWALK VERTICAL CURB 1—I i NOTES: 1. SIGNAGE SHALL BE AS REQUIRED BY LOCAL AND STATE ORDINANCES. 2. POSTS SHALL BE COLD ROLLED STEEL WITH PERFORATIONS OF 0.4375 2 #3 REBAR LENGTHWISE INCH DIAMETER ON 1-INCH CENTERS ON ALL FOUR SIDES. 3. GALVANIZED COATING SHALL CONFORM TO ASTM SPECIFICATION A-525, x DES. 6-90. NOTE: 6" VERTICAL CURB, TAPER 1. WHEEL STOP SHALL BE ANCHORED WITH WITH RAMP SLOPE, TYP GROUTED #4 REBAR. 2 FEET IN LENGTH N B1 CONCRETE WHEEL STOP ^ &LSCALECESSIBLE PARKING SIGN SCALE: N.T.S. 00000000 : N.T.S. 5' 0000000o O O O O STOP FLUSH SLOPE 1.5%-2% SLOPE TRUNCATED DOMES PER ISPWC SD-712 " X 30"v I I_- :ZR1-1SIGN ASPHALT PAVEMENT TAPER CURBS WITH — I III —III -I I III —III —III —III I RAMP SLOPES I I I I I I III I I I I I I I I I I I ACCESSIBLE PEDESTRIAN RAMP I I I I I I I I I I I I I I I I I I I B2 SCALE: N.T.S. 3" PLANT MIX PAVEMENT, ISPWC 810 (1/2" SP-3 MIX DESIGN PG 58-28) '6 24" X 24" 4" THICK 3/4" MINUS CRUSHED AGGREGATE R3-2 SIGN BASE COURSE (ISPWC 802, TYPE 1), COMPACTED 7' ASPHALT PEDESTRIAN PATH 2"x2" TELESPAR TUBING, 12 GA C1 SCALE: N.T.S. > p p p p p p p IX (2)VREQUIRED 4"-6" o BLUE 48.75" BACKGROUND 3" PLANT MIX PAVEMENT, ISPWC 810 a ° SIDEWALK (1/2" SP-3 MIX DESIGN PG 58-28) 4" THICK 3/4" MINUS CRUSHED AGGREGATE — I ° I —� ao BASE COURSE (ISPWC 802, TYPE 1), COMPACTED —III—III— 1= 60" 12" THICK 3" MINUS UNCRUSHED AGGREGATE 2 1/2"x2 1/2" cl-1..,.. WHITE BASE COURSE (ISPWC 801, TABLE 1), COMPACTED TUBING, 12 GA SYMBOL STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL, COMPACTED I —III —III —III —III 1- -111,��111��1112,,IIllil 11�' I NOTES: NOTE: NOTES: 1. 60"x6O" BLUE BACKGROUND. BLUE SHALL BE IN 1. ALL PLANT MIX PAVEMENTS, BASE/SUBBASE MATERIALS, AND SUBGRADE PREPARATIONS SHALL BE IN ACCORDANCE WITH MUTCD/FEDERAL SPECIFICATIONS ACCORDANCE WITH THE ISPWC, ACHD SUPPLEMENTAL SPECIFICATIONS, AND THE PROJECT GEOTECHNICAL 1. SIGNAGE SHALL BE AS REQUIRED BY LOCAL AND STATE ORDINANCES. REPORT. 2. POSTS SHALL BE COLD ROLLED STEEL WITH PERFORATIONS OF 0.4375 2. 42"x48.75" SYMBOL OF ACCESSIBILITY SHALL BE INCH DIAMETER ON 1-INCH CENTERS ON ALL FOUR SIDES. (Jim 42" WHITE 3. GALVANIZED COATING SHALL CONFORM TO ASTM SPECIFICATION A-525, DES. 6-90. PAINTED ACCESSIBLE PARKING SYMBOL D1 ASPHALT PAVEMENT SECTION �'2 STOP SIGN & NO LEFT TURN SIGN B3 J-U-B ENGINEERS, INC. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ISSUE 0 CONSTRUCTION SET 10/13/21 1 ACHD COMMENTS 01/10/22 M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME DETAILS SHEET NUMBER C5m 1