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HomeMy WebLinkAboutCivil Plans V1DWT APPROVED OWN22 COBALT DRIVE UTILITY CROSSING LEGEND EXISTING PROPOSED — — SECTION LINE BOUNDARY LINE P/E PERMANENT EASEMENT S SANITARY SEWER LINE ss w WATER LINE w iRR GRAVITY IRRIGATION PIPE we — — — PiRR PRESSURE IRRIGATION LINE PM — — So STORM DRAIN LINE en — CENTERLINE — — PUBLIC RIGHT OF WAY LINE — — — — — — P/L LOT LINE 6" VERTICAL CURB AND GUTTER 6" VERTICAL CURB (NO GUTTER) ROLLED CURB & GUTTER 5' SIDEWALK MEOW — Os SEWER MANHOLE 0° STORM DRAIN MANHOLE 0 GRAVITY IRRIGATION MANHOLE DITCH FLOW LINE PRESSURE IRRIGATION SERVICE STREET LIGHT FIRE HYDRANT i EG EDGE OF GRAVEL — — — — EP EDGE OF PAVEMENT OHP OVERHEAD POWER ow x FENCE LINE -----■ ----- ■— STREET SIGN —r SINGLE WATER SERVICE DOUBLE WATER SERVICE WATER VALVE ►� Q CONCRETE SIDEWALK Q ASPHALT ROADWAY ABBREVIATIONS CB CATCH BASIN CL CENTER LINE EG EXISTING GROUND FG FINISH GRADE FL FLOWLINE GB GRADE BREAK GWE GROUND WATER ELEVATION ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE PIRR PRESSURIZED IRRIGATION PT POINT OF TANGENCY RC TOP BACK OF RIBBON CURB RDCO ROOF DRAIN CLEAN OUT SD STORM DRAIN SS SANITARY SEWER SW SIDEWALK SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE TBC TOP BACK OF CURB W WATER BASIS OF COORDINATES AND ELEVATIONS: Ada County GIs coordinate system, Modified ID West Transverse Mercator Projection Origin Latitude: 41' 40' 0.0000" N Origin Longitude:115. 45' 0.0000" W False Northing: 0.0 False Easting: 2625138.996 Scale Factor (Trimble): 1.00011328 Units: US Survey Feet Horizontal Datum: NAD83(CORS) Vertical Datum: NAVD88/GeoidO9 Horizontal & Vertical coordinates are based on IDTD CORS epoch 2010 (PID:AJ3346) N: 43 39 10.57435 N W: 116 17 00.21332 W Ht: 2589.152 FT IN: 724442.040 E: 2483948.712 El: 2644.90 FT 7111111\ J1111111&] 0 500 1,0 SCALE IN FEET 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 this project: none MERIDIAN, IDAHO — alv BENCHMARK) BACK OF SIDEWALK ELE V(N AVD88)=2568.94' PROJECT LOCATION ref rlcrvvnury RUM 0 Of Ld In PROJECT NUMBER: 10-20-143 ,aoopw__� -1 (rj,UEB J-U-6 ENGINEERS, INC. 2760 W. Excursion Lane, Suite 400, Meridian, ID 83642 p 208 376 7330 vv www.jub.com THE GATEWAY LANGDON MAPPING OTHER J-U-B COMPANIES ®I GROUP ='� INC. REUSE OF DOCUMENTS C � tE IDR IAN'3- APPROVED FOR lo.No 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, developmullt agreenl- -, IJ, JI— ypuvdls, all of which the .,liy retain, a lc F Iyf IL LU ei 11 11 . II IL.UI IJIJL ,i w r iot noted by City,Lan Jnml IIUL ue wiuuueu dJ oppiuvcu wile,, JFltlldllcally addrGJ III VVI ILllly Uy LIIc . uy. Ily Pi UP— IcvIJIU1I Lu Lnese plans mUSI UC JUUIIIIIICU IUI ICVICVV dllU --liplidIIL,C VVILII I.— IVICII-d" —Ly Standards and Specifications before said revision is ul IJLI a LG Name Codee Kmusch Date 01/11/2022 Permit Number LDiR-2021-0047 Sheet List Table Sheet Number Sheet Title C-001 COVER SHEET C-002 NOTES SHEET C-201 WATER AND SEWER PLAN AND PROFILE C-500 DETAILS CIVIL ENGINEER: DEVELOPER DARRAL S. MOORE, P.E. ELK VENTURES, LLC J—U—B ENGINEERS ERIK PILEGAARD 3611 S ZINTEL WAY 10981 OLANA DRIVE KENNEWICK, WA 99337 TRUCKEE, CA 96161 509-783-2144 916-425-5858 DMOOREOJUB.COM ERIKOELKVENTURES.NET SEWER & WATER: ROADWAYS: 1IEI II)Z IA\ - ��.• J-U-B ENGINEERS, INC. z J N co (f) 000 r W W V 0c+D �o Z IJxJ N 3 �� W m � C1 N LAND SURVERYOR: GREGORY G. CARTER, P.L.S IDAHO SURVEY GROUP, LLC 9955 E. EMERALD ST. BOISE, ID 83704 208-846-8570 pr)\A/[=R- CITY OF MERIDIAN ADA COUNTY HIGHWAY DISTRICT IDAHO POWER 33 E. BROADWAY AVENUE 3775 ADAMS STREET JESS POWELL MERIDIAN, ID. 83642 GARDEN CITY, ID. 83714 1221 W. IDAHO STREET 208-887-2211 208-387-6100 BOISE, ID. 83702 208-368-2323 PRESSURE IRRIGATION: IRRIGATION DISTRICT OUTER BANKS WATER ASSOCIATION NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST ST. SOUTH NAMPA, ID. 83651 208-466-0663 J-U-B grants to CLIENT a nonexclusive, non -transferable license to use the Drawings, Specifications and/or Contract Documents (Documents) as follows: CLIENT may make and retain copies of the Documents for reference, but J-U-B shall retain all 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. Distribution of Documents to meet regulatory or permitting requirements, or for similar purposes, in connection with the Project, including but not limited to distribution to contractors or subcontractors for the performance of their work, is not to be construed as publication adversely 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 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. 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. LOCATED IN THE NE Y4 OF THE NE Y4 OF SECTION 15, T.3N., R.1 W., B.M., ADA COUNTY, IDAHO 0/2021 `) o � w F 0 S w w O m ao O<oEL d a.=o m W Q m J o H W a O S � Za�F m a 0 'd 3 j a a,ZO}w zF3am6 Z Q3N�mz�w m W W 0 egm�Z0 0) LL }} 0 = F 00 F W ZO fwp�LLO,Zi,m a- W 0 0 M, r J W 2 2' J 03 J a1 ZW. 7 F W 2 W wt=0 W w m w Q of N Z �WJZ� mM:< ��_xZO 0mam CD C0 O IZ U W J � ZDz W W Y J p W J Q m 0 UFILE: 10-20-143C-001 JUB PROJ. #:10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM KnowvvhaYs below. of NE INCH W W 2 fn Cc W O U Call before you dig. AT FULL SIZE, IF NOT INCH. ALE ACQQU LAST UPDATED: 12/13/2021 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE SHEET NUMBER: YOU DIG, GRADE, OR EXCAVATE FOR THE ^ MARKING OF UNDERGROUND MEMBER ( ���+++-00 1 UTILITIES APPROVED )r :: 0 123/22 mz 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. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE DOCUMENT. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 14. 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. 15. 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. 16. 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. 17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. 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). 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 3 4. 5. 6. 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). 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). 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). 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. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL AREAS COVER SHALL BE 4 FEET. 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. 3. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTER, OR SIDEWALKS. 4. THE PRESSURE IRRIGATION SYSTEM IS OWNED BY BICENTENNIAL FARMS SUBDIVISION HOMEOWNER'S ASSOCIATION. 5. BACKUP IRRIGATION WATER PROVIDED BY CITY OF MERIDIAN. THE IRRIGABLE ACREAGE FOR THIS PHASE IS 4.61 AC. 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. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. B. STANDARD 6" VERTICAL CURB (NO GUTTER), ISPWC SD-701A. C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. H. STANDARD CATCH MANHOLE, ISPWC SD-611. 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. 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 ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 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. STORM DRAIN, ACHD 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. 4. ALL CATCH BASINS SHALL HAVE A ONE -FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I. 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12. 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. 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 Codee Krausch Date 01/11/2022 Permit Number LDIR-2021-0047 CJUB J-U-B ENGINEERS, INC. U Z J N Cn 0O M M C:)00 L U W i C) co O U 'j- p Cl? z x a) OO a LU C N 3 5 c 3 W _0 O C0 � N 0/2021 t) 0 F w a ,w F a 0 S W W U m 0 zH� ¢ rWoao }±zm~ o�w�m U) m } z - �<E 0 ocn�cqx - 7 � ? W �Fzo,� z<am< F. of tnz z 4 � O ¢ W o o<W 00 W oz=�0 w Z O WoH�z� rn2WoW m cc w0 U) W 0 H a o[ U U) 0 Z K m D O �WW°3 I e K W O W ¢ Q ~O Q W U) Y I ce z M to w'If m�=zo omam o z_ W Cn 0 �W U W D J � �z w W � J 0 w J Q m 0 U FILE : 10-20-143 C-002 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM H LU LU 2 0 0 LU O AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 11/17/2021 SHEET NUMBER: C-002 DWJtI -,r APPROVED U avzarzz rum:_ UO o¢ z .. w oO o O a g 7 a CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 173.78' 300.00' 89.40' 33'11'21" N76'57'47"E 171.36' C2 31.51' 300.00' 15.77' 6'01'04" N62'25'42"E 31.49' LINE TABLE LINE # DIRECTION LENGTH L1 S86'26'32"E 150.00' L2 N59'25'10"E 211.85' 2585- 2580- 2575- 2570- 2565- 2560- 2555- 2550 17+50 \�S I G1 / / 1-1/ / / / / / / ^� OO / G1 W13 //e 19� // \ / / / WATER NOTES w1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN STUB. CONTRACTOR TO DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF WATERLINE PRIOR TO CONSTRUCTION. w2 8" 22.5° BEND & THRUST BLOCK STA: 20+36.11, 17.11' L w3 8" C900 WATER CROSSING WITH A 12" STEEL 2 CASING PER COM STANDARD DWG SW1 & SW2. ° w4 39 LF 8" C900 WATER LINE W5 16 LF 8" C900 WATER LINE ws FIRE HYDRANT ASSEMBLY PER COM STANDARD DWG W8 STA: 20+43.40, 38.50' L w7 170 LF 8" C900 WATER LINE ws 8" 11.25` BEND & THRUST BLOCK STA: 22+41.02, 14.08' R ws 8" 22.5° BEND & THRUST BLOCK STA: 22+03.10, 6.27' R 10 8"x6" TEE & THRUST BLOCK STA: 20+41.67, 15.03' L w11 FIRE HYDRANT BOLLARD PER COM STANDARD DRAWING W10, TYP. 4 23 LF 6" C900 WATER LINE 2" BLOW -OFF ASSEMBLY PER COM SD-W13 STA: 20+20.74, 17.39' L 14 6" 22.5' BEND & THRUST BLOCK STA: 20+43.39, 19.75' L ©i 8" GATE VALVE STA: 20+48.91, 12.34' L SANITARY SEWER NOTES s1 CONNECT TO EXISTING SANITARY SEWER MAIN AND REMOVE EXISTING CLEANOUT. IE: 2564.05 s2 STANDARD MANHOLE PER ISPWC STANDARD DWG SD-501 s3 T-TYPE CLEANOUT PER COM STANDARD DWG S1. CAP FOR FUTURE EXTENSION X�% /x / Q O W - - GIRR - / S =-o g / \ \ - Z C! ERR - - - - i GIRR �- -� - GIRR\- - I GIRR COBALT p R - - - -GIRR `\ CO 1123+00 I / N / \\I23+68 W1 W8 10 - 7- -1 N:706000.88 --- ---� I-----IN--E:2444006.34 -I\ / II I ti S1 I I 1 1176.71' N00'33'16"E I I I / TO SECTION CORNER \ ----SS-- oss--- - - SS -- S I SS---- 4- I I =\ I \ I I 1 wl I I i IO I I I I G� I I I I R1 30 FT WIDE GRAVEL ACCESS ROAD ��e R2 40 LF JOINT TRENCH SLEEVES. 2-6" C900 IDAHO POWER SLEEVES AND 4-6" DRY UTILITY STEEL SLEEVES. TOP OF CASING ELEVATION TO MATCH 8" WATER MAIN CASING. COORDINATE LOCATION WITH IDAHO POWER PRIOR TO INSTALLATION GRADING c1 GRADING LIMITS LOW PT STA: 21 +97.02 LOW PT ELEV: 2579.29 PVI STA: 22+12.02 PVI ELEV: 2579.37 K:17.87 LVC: 30.00 NIN HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET ■ V. Fol FINISHED SUBTRACT GRADE AT 1.5' FOR ROADWAY SUBGRADE GRAVITY FUTURE 48" IRRIGATION EXISTING GRADE AT ROADWAY 0)r, + cii c� Nr N + LiN 0 Gi m N w 2.20% END STA: 22+39.76 MATCH TO EXISTING COVER/ COVER2' .START STA: 17+96.76 0.52% EXIST NG 8" W/L f4' / / EG: 2575.7 - - -F117---------- ------ ------------ _ 8" C900 WATER STA: 20+76.27 2.63' L STA: 21 +74.05 9.54' R MEGALUG 45' BEND 8" DI MEGALUG 45' BEND 8" DI INV: 2573.94 M INV: 2574.33 8" 22 LF 8" PVC 40% 180 LF 8" PVC 0 0.40% EXISTING 8" SS E I -IAN ,- - APPRII VED FORCONS U Co 1 Thcaa Ni-s diiui wit cud ­ r rel uvc Liuuvv u and/or construct i 6peciflca�iuiis id­ Orandards di u �N u gineer, uu r d .use facddles in compliance u Cv v- iui u ud u uv u r c csNu o witn aI u r uui pi -ice w does ot- lity to uubIgn nt applicable .. STA: 20+32.25, 4.74' R BEGIN CASING RIM: 257(.O j 20+93.00, 12.95 R INV OUT: 2564.96 8' NE TOP OF CASING STA: 20+90.00, 1.09' R MH 1 ELEV: 2568.50- STA: 20+54.44, 4.79' R TOP OF CASIj RIM: 2576.21 STA: 21+60.00, 8.88 87 8" INV IN: 2564.SW ( ) ELEV: 2568.50 INV OUT: 2564.77 8"(E) - - - - - - - - 1 END CASING 21+80.00, 30. 4' STA: 21+67.31 9.71' R MEGALUG 45' BEND W/ 4 LF RESTRAINT LENGTH EACH SIDE INV: 2567.65 8" EXISTING CLEANOUT STA: 22+44.32, 29.83' R RIM: 2580.93 INV IN: 2564.05 8"(W) INV OUT: 2564.05 8"(E) development agr which the City ret City staff shall - addressed in writ must be submitte Standards and S u, rents, specificati s the right to enforce. uG construed as approved riy by the City.. Any cur review and compliance -ifications before said ns, orders of appi uo lnconsistenc cs unless spG proposed revision w with the ivie revision is co, ist Is, all of not noted by ically these plans - idian City ucted. Name Co ee Krauschli,ii... Date- 0v PermitN STA: 20+82.22 0.94'-L MEGALUG 45' BEND W/ 4 LF 1/2022 mberLAIR-202,mberLplR 0a RESTRAINT LENGTH EACH SIDE INV: 2567.65 8" -2585 -2580 -2575 -2570 2565 2560 (JUB J-U-B ENGINEERS, INC. U Z J N 0O CM o 40 m E W i 0 W U p Cfl Cl) Z X (D W -E :3 w 3 CIO ��� c3 iZ i O Ib ) N 12T20/2021 N H N N Lu z N 0 2 w W U �¢ �NOaO d= U M~ O Q m O H W J W U H J On Z 0a�ma N orris*- � �yw a 3N�Qww0 Kr9Z �w z Q R'>i❑m W W. 0 ogNRZO 0 OZ=�� w z0 N�WOWm WOOJ fi 2 J � Cl)¢7w�0 W Z�jj2 z0 W W 0 H❑ A w K W J W m 3: Q U a W 0 V Y W =iZWN MW�aeL ?W=z0 O rnarn z LU cf) LL. � O O V J U W Z J � Q �z ::D LL1 W W Y � E J 0 0 LU Z Q J � Q w m � O Q 0 3: FILE: 10-20-143_C-201 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM -2555 CHECKED BY: DSM 2550 23+00 AT FULL SIZE, IF NOT ONE INCH. ALE ACCORDINGLY LAST UPDATED: 1/5/2022 SHEET NUMBER: 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 C-201 APPROVED 0 123 22 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 173.78' 300.00' 89.40' 33'11'21" N76'57'47"E 171.36' C2 31.51' 300.00' 15.77' 6'01'04" N62'25'42"E 31.49' LINE TABLE LINE # DIRECTION LENGTH L1 S86'26'32"E 150.00' L2 N59'25'10"E 211.85' G2 / Hid Hid d / lid - 2585- 2580- 2575- 2570- 2565- 2560- 2555- 2550 17+50 W6 F 2576.50Z- W12 W2 G1 W13 Q 0 I � J R2 GIRR Z ---� GRRW CO� --- GIRR 1-nR DR Wg i i �'F BALT DRY I - GIRR �_ - - - �I - co23+00 / � � W 1 1 <- �� cP �� _ , I - - / 23+68 W1 W8 V T- E N:706000.88 �/ W 1 4 W7 ��\� �A �� W4 �� `�' E:2444006.34 `v �� A i 1176.71' N00'33'16"E v si / TO SECTION CORNER --ss s - ll�s ss- s�ss- 10 Irt i W5 �� �� �� ����� �� / �>soL - � 'I NIS Z 576- ������� R1 � 2578s / / / WATER NOTES 10 8"x6" TEE & THRUST BLOCK / \ STA: 20+41.67, 15.03' L / yV1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF yy11 FIRE HYDRANT BOLLARD PER COM STANDARD / / ASSEMBLY AND CONNECT TO EXISTING 8" WATER DRAWING W10, TYP. 4 / MAIN STUB. CONTRACTOR TO DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF WATERLINE PRIOR TO 23 LF 6" C900 WATER LINE CONSTRUCTION. 2" BLOW -OFF ASSEMBLY PER COM SD-W13 w2 8" 22.5' BEND & THRUST BLOCK STA: 20+20.74, 17.39' L STA: 20+36.11, 17.11' L 14 6" 22.5` BEND & THRUST BLOCK w3 8" C900 WATER CROSSING WITH A 12" STEEL STA: 20+43.39, 19.75' L 2 050° CASING PER COM STANDARD DWG SW1& SW 15 8" GATE VALVE w4 39 LF 8" C900 WATER LINE STA: 20+48.91, 12.34' L w5 16 LF 8" C900 WATER LINE SANITARY SEWER NOTES W6 FIRE HYDRANT ASSEMBLY PER COM STANDARD DWG W8 S1 CONNECT TO EXISTING SANITARY SEWER MAIN STA: 20+43.40, 38.50' L AND REMOVE EXISTING CLEANOUT. w7 170 LF 8" C900 WATER LINE IE: 2564.05 S2 STANDARD MANHOLE PER ISPWC STANDARD DWG ws 8" 11.25` BEND & THRUST BLOCK SD-501 STA: 22+41.02, 14.08' R s3 T-TYPE CLEANOUT PER COM STANDARD DWG S1. w9 8" 22.5' BEND & THRUST BLOCK CAP FOR FUTURE EXTENSION STA: 22+03.10, 6.27' R S4 8" SS PVC SEWER CROSSING WITH A 12" STEEL CASING PER COM STANDARD DWG SW1 & SW2 050° ROADWAY R1 30 FT WIDE GRAVEL ACCESS ROAD R2 40 LF JOINT TRENCH SLEEVES. 2-6" C900 IDAHO POWER SLEEVES AND 4-6" DRY UTILITY STEEL SLEEVES. TOP OF CASING ELEVATION TO MATCH 8" WATER MAIN CASING. COORDINATE LOCATION WITH IDAHO POWER PRIOR TO I N STALLATI O N GRADING G1 GRADING LIMITS LOW PT STA: 21 +97.02 LOW PT ELEV: 2579.29 PVI STA: 22+12.02 PVI ELEV: 2579.37 K:17.87 LVC: 30.00 NI01 NIO m N m 1 CJUB J-U-B ENGINEERS, INC. Z J N Cl) 0O M M o 00 L u W i 0 co O p c'? Z U a)N 7 LLJJ 3 U) c 3 W > O m c N 0/2021 W U m W U Q Z H "f00¢0 olZmw 0,, U Z H J m �¢fma O X w 10Fz0}� ZQiam< Q�Naf aizw 4�:UED W a:a<W z0 0zc) WN�" �O zw w0C Q=- m HORZ 0 20 40 J=o�= ZxW1. �c:W::,°� w> �o �Ww.Z VERT 0 5 10 w~.- SCALE IN FEET = a wwae co ww�lw :? z Om¢m E IDIZ IAN;--- f� '' % z 2585 U) O U VJ LL ~ 2580 Z W W 2575 > Y 0 w F_ 2570 J Q m O U 07 I- N n + N N N N N END STA: 22+39.76 MATCH TO EXISTING EXISTING GRADE w I i 2.20% FINISHED GRADE AT ROADWAY FUTURE 48" AT ROADWAY ; m SUBTRACT 1.5' FOR SUBGRADE GRAVITY IRRIGATION m / 2' COVER 4' COVER 0.52% r EXIST NG 8" W/L START STA: 17+96.76 �' - - - - - - - EG: 2575.36 \ �\\�-�\ - - - - - - - - - - - - - - -- - - - - - - - - - - i - - - - - -- - - - - --- - - - - - - - - - - - \ o _ 8" C900 WATER STA: 0+76.27 2.63' L STA: 21 +74.05 9.54' R MEGALUG 45' BEND 8" DI MEGA G 45' BEND 8" DI INV: 2573.94 2� INV: 2574.33 8" 5 OF 8" PV ® 0.40% co 1 56 LF 8" PVC ® 0.40% STA: 20+43.84, 9.99' R RIM: 2576.04 BEGIN CASING END CASING INV OUT: 2564.91 8"(NE) 20+93.00, 12.95' R 1+ 0.00, 30.94' R TOP OF CASING E ISTING CLEANOUT MH 1 STA: 20+90.00, 1.09' R"RESTRAINT 21+67.31 9.71' R ALUG 45' BEND W/ 4 LF 2TA: 22+44.30, 29.83' R RIM: 2580.93 STA: 20+80.18, 7.95' R ELEV: 2568.50 LENGTH EACH SIDE INV IN: 2564.05 8"(W) RIM: 2578.52 TOP OF CASING INV: 2567.65 8" INV OUT: 2564.05 8"(E) INV IN: 2564.77 8'(SW) STA: 21+60.00, 8.88 R INV OUT: 2564.67 8"(E) ELEV: 2568.50 STA: 20+82.22 0.94' L MEGALUG 45' BEND W/ 4 LF RESTRAINT LENGTH EACH SIDE INV: 2567.65 8" 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 2565 2560 FILE: 10-20-143_C-201 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM -2555 CHECKED BY: DSM 2550 23+00 W J_ LL O Cc 11 p z a z a J 11 W w rA p z a Ir W H a ►2 AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED: 1/13/2022 SHEET NUMBER: C-201 �J 4rJ•U B APPROVED OS/23/22 FUTURE ROADWAY FUTURE 48 110 RCP .� •.vna,a n� SUBGRADE GRAVITY IRRIGATION 1 2 MIN. J-U-B ENGINEERS, INC. V RDWY z J N 15' 15' u' (� M 2" CRUSHED SURFACE 58" -U) 00 i TOP COURSE W co 0 0O W U 'j- p C'? 1L— (ID) INV. EL. 2572.03CD eo a 3 3 (OD) INV. EL. 2571.61 } (� � COMPACTED SUBGRADE 3' >Lu z > c 3:TOP OF CASING PIPE MIN. _-0 Ltl O ELEV: 2568.50 + m Cfl ----------------- GRAVEL ACCESS ROAD IPE CROSSING DETAILSCALE: OLEMPORARY (DESCALE N.TS: N.T.S. NAL FSg\o ENSF't'�iy 6 sT �o 0999�` OFS. 12 20/2021 m ❑ F ¢ zw W F ¢ ❑ S W W O m ¢ZH� �m0¢0 O ~ d = m O H W d ¢ 0] }Z� m �<CE 0 U)-- 7 ? W � FZOY� z�am� 4a �❑mw� OZ 0¢NjZO Fn OZ=FO>' p W Z O W H Z ; N2WoWm cc a W O 00 � F < pC J H U) 2 ❑ � '0 W Z K toO ❑W W S O ❑ w'w§❑ � wm Q W ~O m Y z:0' Z � fn m X w w K m r xz0tH z Om¢m Z 0 0 U 7 N z U z 0 O H vl U o W 0 w H W J J F 9 z ZD W LU m 0 W N Z Y m � J w Q W o J m 0 0 U w APPROVED FOR lE IT)T"ICONSTRUCTION Crelie=Pet"rhiap Z Yse pins and/or specifications have been reviewed for compliance w dian City Standards and Specifications. This review does not owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable w federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of FILE : 10-20-143_c-500 a which the City retains the right to enforce. Inconsistencies not noted by JUB PROJ. # : 10-20-143 City staff shall not be construed as approved unless specifically DRAWN BY: JGC Z W addressed in writing by the City. Any proposed revision to these plans DESIGN BY DSM m g must be submitted for review and compliance with the Meridian City CHECKED av: DSM o Standards and Specifications before said revision is constructed. E INCH ON�~�� a m Name Codee l<musch ¢ ? Date 0111112022 AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 11/17/2021 o 66 N Perm I SHEET NUMBER: o a1. C-500 o� _� o� a ❑