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HomeMy WebLinkAboutCC - CDsCcU ;n w o c a U CL Z) m a -0 W a J -6 LL EZ W W am N r � N O M N EDGEHILL SUBDIVISION NO. MERIDIAN, IDAHO LEGEND SHEETINDEX SHEET NUMBER SHEET TITLE ABBREVIATIONS CB CATCH BASIN CL CENTER LINE C-001 EXISTING GROUND COVER SHEET EXISTING FL PROPOSED GB C-002 GWE NOTES SHEET IRR IRRIGATION ISPWC IDAHO STANDARDS FOR PUBLIC WORKS C-101 CONSTRUCTION PRESSURE IRRIGATION PLAN POINT OF CURVE BOUNDARY LINE POINT OF COMPOUND CURVE C/ O co co cr O C-102 PRESSURE IRRIGATION PUMP STATION DETAILS --- SECTION LINE --- LLI — s — — — — — SANITARY SEWER LINE s ce) M C\1 C-103 Z GRAVITY IRRIGATION LINE A — — — — — w — WATER LINE w 3 C-104 Q GRAVITY IRRIGATION LINE A PRESSURE IRRIGATION LINE PIRR V C-105 GRAVITY IRRIGATION LINE B STORM DRAIN LINE SD CO C-106 GRAVITY IRRIGATION LINE B CENTERLINE U7LL C-107 GRAVITY IRRIGATION LINE B m PUBLIC RIGHT OF WAY LINE O O LO m C-108 STRIPING AND SIGNAGE PLAN LOT LINE C-109 STREET LIGHT PLAN 6" VERTICAL CURB AND GUTTER C-201 GRADING PLAN 6" VERTICAL CURB (NO GUTTER) PROJECT C-301 S. LARGE HILL WAY ROLLED CURB & GUTTER 5' SIDEWALK SITE C-302 W. CONTENDER STREET SEWER MANHOLE _ C-303 W. BRINK COURT Oo STORM DRAIN MANHOLE C-304 W. BRINK STREET GRAVITY IRRIGATION MANHOLE C-305 W. SLOPE TOP AVENUE DITCH FLOW LINE ( �, C-306 S. VERGE AVENUE PRESSURE IRRIGATION SERVICE STREET LIGHT C-307 W. VICTORY ROAD Y C-401 SEWER LINE A FIRE HYDRANT — — — — — EG — EDGE OF GRAVEL C-402 SEWER LINE A OHP OVERHEAD POWER C-403 SEWER LINE A AND E 0 500 1 000 s ---- X FENCE LINE C-404 SEWER LINE B —�STREET SIGN C-405 SEWER LINE B SINGLE WATER SERVICE SCALE IN FEET I C-406 SEWER LINE C DOUBLE WATER SERVICE C-407 SEWER LINE C AND D WATER VALVE DQ CONCRETE SIDEWALK C-408 SEWER LINE D C-501 PEDESTRIAN RAMPS AND STREET SECTIONS ASPHALT ROADWAY I I C-502 PEDESTRIAN RAMPS I C-503 DRAINAGE DETAILS ABBREVIATIONS CB CATCH BASIN CL CENTER LINE EG EXISTING GROUND FG FINISH GRADE FL FLOWLINE GB GRADE BREAK GWE GROUND WATER ELEVATION IRR IRRIGATION ISPWC IDAHO STANDARDS FOR PUBLIC WORKS TVC CONSTRUCTION PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE PIRR PRESSURIZED IRRIGATION PT POINT OF TANGENCY SD STORM DRAIN SS SANITARY SEWER SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE STA STATION TRC TOP ROLL CURB TVC TOP VERTICAL CURB VOL VOLUME W WATER WSE WATER SURFACE ELEVATION ..\Resource\MeridianAiff 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 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 Date 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. ADA COUNTY HIGHWAY DISTRICT DATE �jQ�E IDIAN Publi< Works Depanmem DWpn 6Congrv<uon 9uppMm.nW 9peifiaMbm (J UB " J -U -B ENGINEERS, INC. U Z > Q o C/ O co co cr O 6 E LU O D LLI C r, ce) M C\1 0 Z v a� oo co "' 3 r Q CD O N V Z CO C X LU U7LL U m O O LO m U) U) W owz� H X 0 w Q -- w W -mw ROW W - °woo Z U) 0ZZ z�'w z�Oc'OUW �wv'oz O � w- �(7 z z -' oW 0z O W 0 Q m 0cnn �w� w NaoMW�' oc w Hw00 WW > zz =w6zz ��zQ� ZW 0O Q m N LL F.z'F_O 20 a. UQOz 0ZWWW W_Ji- WW00- �=a T O z z0 O_ = W 0 LU DEVELOPER: POWER: ROADWAYS > -_ U-11 TRILOGY DEVELOPMENT IDAHO POWER ADA COUNTY HIGHWAY DISTRICT 0 Z U7 P ROJ ECT N O. 10-18-111 SHAWN BROWNLEE VIC STEELMAN 3775 ADAMS STREET m QW 9839 W. CABLE CAR STREET 1221 W. IDAHO STREET GARDEN CITY, ID. 83714 _ STE. 101 BOISE, ID. 83702 PHONE (208) 387-6100 > BOISE, ID. 83709 PHONE: (208) 388-2323 C/)0 O PHONE: 208-895-8858 U SEWER & WATER: PRESSURE IRRIGATION: IRRIGATION DISTRICT: J w_ UJ CITY OF MERIDIAN EDGEHILL HOMEOWNERS ASSOCIATION TOM RITTHALER w 33 E. BROADWAY AVENUE TRILOGY DEVELOPMENT BOISE PROJECT ' R MERIDIAN, ID. 83642 SHAWN BROWNLEE 2465 W. OVERLAND ROAD v PHONE : (208) 887-2211 9839 W. CABLE CAR STREET BOISE, ID 83705CJ Q ■■ STE. 101 BOISE, ID. 83709 w UB REUSE OF DOCUMENTS PHONE: 208-895-8858 7--� J -U -B grants to CLIENT a nonexclusive, non -transferable license to use the Drawings, Specifications and/or Contract J -U- B ENGINEERS, INC. 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 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 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 adverse) affecting the reserved rights of J -U -B. The FILE: 10-18-111_C-001 p 208 376 7330 w www.jub.com p p Y 9 9 JUBPROJ.#:10-18-111 Documents are not intended for use in creating dtm for grading or earthwork, survey staking layout (unless specifically DRAWN BY: EE identified as such in the documents), or property boundary layouts. DESIGN BY: GRB Is THE GATEWAY CHECKED BY: MEP OTHER J - U - 6 COMPANIES LANGDON MAPPING Any reuse without written consent by J -U -B, or without verification or adoption by J -U -B for the specific purpose intended by I a ONE INCH GROUP '�'� INC. the reuse, will be at CLIENT's sole risk and without liability or legal exposure to J -U -B. The CLIENT shall release, defend, AT FULL SIZE, IF NOT ONE indemnify, and hold J -U -B harmless from an claims, damages, actions or causes of action, losses, and expenses, including INCH scALEAGI y y g p g LAST UPDATED: 1/111/2019/2019 reasonable attorneys' and expert fees, arising out of or resulting from such reuse. SHEET NUMBER: If the Documents are provided in electronic format, the electronic documents are subject to the provisions of C-001 J -U -B's "electronic document/data limited license" found at edocs.jub.com. 0 0 N O 0 U 6 w w 0 Q U J J_ w 0 W 6 M D U) t U U) w U) o Ir a U Q - °, m D T d m U) -o w 2 J o LL W co 2 o Q m N 00 r o � N O q0 N O GENERAL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CURRENT EDITIONS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE SUPPLEMENTAL SPECIFICATIONS OF THE ADA COUNTY HIGHWAY DISTRICT (ACRD). NO EXCEPTIONS TO ACHD POLICY, STANDARDS, OR THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE 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 CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO START OF WORK. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. WATER STORM DRAIN, ACHD 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME CONSTRUCTION NOTE NO. 1. THE PAVEMENT AND CONCRETE IS REMOVED. 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). 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH ENVIRONMENTAL QUALITY (IDEQ). PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS GENERAL CONSTRUCTION NOTE NO. 1. AFFECTED BY CONSTRUCTION. 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). 8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC ROADWAY, CITY OF MERIDIAN WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. APPROVED CONSTRUCTION PLANS. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE 9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN ZONE. WRITING PRIOR TO CONSTRUCTION. ROADWAY, ACHD 10. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE ACHD DOCUMENT. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 1 1 . THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 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. 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. 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY BE SCHEDULED A MINIMUM OF 24 -HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 13. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND 14. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS OF LIDS. ITEM #6 AT THE REQUEST OF THE AGENCY AND/OR THE OWNER'S ENGINEER. 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET 15. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO BE 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY OWNER. LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT 16. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, THE WORK IN AN ACCEPTABLE MANNER. GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT Z LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE SEWER OF ANY FIRE HYDRANT. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 0-) O C/) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 10.OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. W O TO 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM W N M c N-6 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 1 1. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE THE CURRENT EDITION OF ISPWC. M 00- NCR CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING N a;C� WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR 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 WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 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), ACHD SUPPLEMENT TO 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 -712E. 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 CITY OF MERIDIAN 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 "TOLLERANCES" ALLOWED. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. PRESSURE IRRIGATION 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. Knowwhas bebw. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 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. -M ADA COUNTY HIGHWAY DISTRICT DATE C-/(fERIDIANt- 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, 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 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 Date CJUB J -U -B ENGINEERS, INC. co w owz� w= -a W acnes �-Ww 10w =W1 � Uo>m1 W O p u Z cnH = c (N9zz0�w z_ U) O D U W z w � z 3 - z �oU_Q�z 0 W oQ°=Cm > O cn M w � W< U_ w w w 0O WWzz} �=w�zz �2zQ� 0Cw0Q z �- m N cn=)� Zz'�o Uj< �Qo0z � U } � Q UQroz W mwo_� L�o- _� =a�� T O z z0 0= SQQ M z CO Q � Q C _ J L1J W 0 W FILE : 10-18-111_C-002 JUB PROJ. # : 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP LU LU2 U) LU 0 Z AT FULL SIZE, IF NOT ONE LAST UPDATED: 12/11/2018 SHEET NUMBER: G002 z 0 Cc U Cn w 0 Z a� Q 0-) O C/) -0 O co co W O TO co, °'O W N M c N-6 Z v a) CO o0 `? :3= G M 00- NCR N a;C� z co U) - Q).. W = U) li C0 O O N m co w owz� w= -a W acnes �-Ww 10w =W1 � Uo>m1 W O p u Z cnH = c (N9zz0�w z_ U) O D U W z w � z 3 - z �oU_Q�z 0 W oQ°=Cm > O cn M w � W< U_ w w w 0O WWzz} �=w�zz �2zQ� 0Cw0Q z �- m N cn=)� Zz'�o Uj< �Qo0z � U } � Q UQroz W mwo_� L�o- _� =a�� T O z z0 0= SQQ M z CO Q � Q C _ J L1J W 0 W FILE : 10-18-111_C-002 JUB PROJ. # : 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP LU LU2 U) LU 0 Z AT FULL SIZE, IF NOT ONE LAST UPDATED: 12/11/2018 SHEET NUMBER: G002 z 0 Cc U Cn w 0 MATCHLINE SEE THIS SHEET BELOW PRESSURE IRRIGATION NOTES CJUB � P1 TYPE A RISER IRRIGATION SERVICE PER NMID J -U -B ENGINEERS, INC. P2 11.25° ELBOW WITH THRUST BLOCKING P3 22.5° ELBOW WITH THRUST BLOCKING z P4 45° ELBOW WITH THRUST BLOCKING Q coCO P5 90° ELBOW WITH THRUST BLOCKING 10� 00 T 07 r E W O �o P6 6"X4" TEE WITH THRUST BLOCKING W O M 0 P� 6" GATE VALVE z UO 00 00 O }' N Ps 4" GATE VALVE (D (D 0 z m U) — P9 10" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER W C6 PRESSURE IRRIGATION NOTE 1 ON SHEET C-002. m U P10 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER O O O PRESSURE IRRIGATION NOTE 1 ON SHEET C-002. N m P11 PRESSURE IRRIGATION DRAIN VALVE PER NMID. CONNECT DRAIN LINE INTO MANHOLE P12 AIR RELEASE VALVE PER NMID P13 6"X8" REDUCER P14 6"X6" TEE WITH THRUST BLOCKING P15 8"X8" TEE WITH THRUST BLOCKING P16 8" GATE VALVE P17 REMOVE EXISTING PRESSURE IRRIGATION LINE Pts 6" BLIND FLANGE P19 4" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION NOTE 1 ON SHEET C-002. P2o 8" BLIND FLANGE NAMPA MERIDIAN IRRIGATION DISTRICT NOTES: (NMID) 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS–OF–WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO–AND ONE–HALF (2 1h) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH NO. 12 DIRECT BURIAL LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2. ALL PIPE SHALL BE PVC CLASS 200 SDR 21 OR BETTER. 3. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED–FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSS IN ACCORDANCE WITH SECTION 3.1 (C) OF THE STANDARD SPECIFICATIONS. 4. 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). 5. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR WITH THE WORDS DANGER–UNSAFE WATER OR NON–POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TO OF THE PIPE. 6. FINDER WIRE. NO. 12 DIRECT BURIAL SINGLE STAND COPPER WIRE (TYPE THHN OF THWN) SHALL BE LAID ADJACENT TO ALL PRESSURE IRRIGATION MAINS AND SERVICE LINES. THE WIRE SHALL BE PLACED ALONG THE NORTH AND EAST OF THE MAIN AND SERVICE LINES. THE FINDER WIRE SHALL ALSO BE EXTENDED UP THE VALVE BOXES. ALL WIRE JOINTS SHALL BE CONNECTED WITH A KING "ONE STEP" 30 V TWIST ON WATER TIGHT WIRE NUT ENCLOSURE OR PRIOR APPROVED EQUAL. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NMID STANDARDS AND SPECIFICATIONS. 8. NMID WILL OWN AND MAINTAIN THIS SYSTEM. CONTRACTOR SHALL CALL TED CLINTON 466-0663, AT THE NMID SHOP 24 HOURS PRIOR TO ANY CONSTRUCTION OF THE PRESSURE IRRIGATION SYSTEM. C;tfER,IDIANt- APPROVED FOR IDAHQ 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 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 Know whaf's below. Call before you dig. Date CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES o � z F Q z J m = Uj Uj �(no<O >- W 0 w I— a=zCOw 0 H W J u 0 0 � J � Q m 0 °00�w �Fz0�w m¢ �w a<3: oJ�=z0 oZ=; °i IIJ0 " I—'0 wz_mJ fn Uj (n L: � 0 Z�(nI=;F W > ~ ��W�z wm Q W �(nY =Dfz=)D cnI)f Jw� m W J W H 2 z O O rn Q cn T O z z a z0 0- Q = z cl) 0 � — Q 0 z ZD C/) 0 W J E �w u w W W vir FILE : 10-18-111 C-101 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE of z LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-101 ❑ N O U 02 6 W U) s� 0 w w a ---) cf) 0 c m C5 97 Q U T D_ aw (1) J o W CL w Cn am 0 N mdmr.--k 2 N O ( ) N SECTION A -A 7.00' CJUB J -U -B ENGINEERS, INC. PRESSURE IRRIGATION PUMP STATION SCALE: NTS 0, IRRIGATION SCREEN BOX SCALE: NTS 511 KEY NOTES WET WELL: 72" PRECAST STANDARD MANHOLE TYPE B PER ISPWC SD -613A 0 (2) VARIABLE FREQUENCY VERTICAL TURBINE PUMPS OR APPROVED EQUAL 03 INSTALL 6" CONCRETE PAD FOR CONSTRUCTION OF PUMP HOUSE Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND Z 0 LL O W U) D W W ❑ F - z F -:Z Q z J m =2U)Q � co OQO >- W U W H a = Z m W OHWJrt, ()❑H-� Z � � �QCYmd 0 C6 3: X �(D0� W D)z0�J Q<0m 0--w �(YCnZJ ❑cower JLLJ 10 co z0 LU 0 > OHDO� �LL OWco °F� o� �F0� <�❑F-o z � t) Q ❑W 1 W % ~ ❑ ICY W�>Z J W CD Q Uj Q Wb � Y =ofZ❑(n C,) Cr J W of 00 LUCr LU H = Z O O cn Q cn "I— b O z z0 0= cn o >- mz ZD C/)o rr W 2 ALU V 0 W FILE : 10-18-111_C-102 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP C/) _J Q LU r) O U) _o I— _V Ir Ir LLi 'U) vJ W m n AT FULL SIZE, IF NOT ONE ~I 0- E 1 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: r-0 MEMBER UTILITIES o C-1 02 cz D_ 0 U z_ cD I- > Q o PREFABRICATED PUMP STATION W/ AUTOMATIC FILTER C/ 0 O_ PERFORMANCE: C7 Q � E 2 PUMPS — EACH PROVIDING 400 GPM, ® 185' TDH LU r O 1 JOCKEY PUMP — 25 GPM � O � � DISCHARGE PIPE: 8" LLJLU -6 Z _- N 00 CO PUMP STATION NOTES !—!� O +-' CD 1. CONTRACTOR TO SUPPLY 480V/3 POWER TO THE PUMP V N =3m 2. CONTRACTOR TO PROVIDE AND INSTALL CONDUITS (ELECTRICAL z m Cn — AND TELEPHONE) TO THE PUMP STATION SUCH THAT THE PUMP uJ 0 HOUSE CAN BE CONSTRUCTED ON THE CONCRETE PAD Cn U 3. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY PIPES TO m O ENSURE THE PROPER FUNCTION OF THE SELF—CLEANING FILTER O LO 4. PUMP CONTRACTOR SHALL PROVIDE THE OWNER AN OPERATION N m AND MAINTENANCE MANUAL FOR THE PUMPS, CONTROL PANEL, AND ALL PUMP STATION APPURTANCES. THE OPERATION AND MAINTENANCE MANUAL SHALL INCLUDE SERIAL NUMBERS OF ALL 2703.75 PUMP STATION COMPONENTS. FROM 5. PUMP CONTRACTOR SHALL START UP, SHUT DOWN, AND POND WARRANTY PUMP STATION THROUGH THE FIRST FULL SEASON OF OPERATION. START UP AND SHUT DOWN PROCEDURES SHALL ALSO BE INCLUDED IN THE OPERATIONS AND MAINTENANCE S�p14AL MANUAL. PRESSURE IRRIGATION PUMP STATION SCALE: NTS 0, IRRIGATION SCREEN BOX SCALE: NTS 511 KEY NOTES WET WELL: 72" PRECAST STANDARD MANHOLE TYPE B PER ISPWC SD -613A 0 (2) VARIABLE FREQUENCY VERTICAL TURBINE PUMPS OR APPROVED EQUAL 03 INSTALL 6" CONCRETE PAD FOR CONSTRUCTION OF PUMP HOUSE Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND Z 0 LL O W U) D W W ❑ F - z F -:Z Q z J m =2U)Q � co OQO >- W U W H a = Z m W OHWJrt, ()❑H-� Z � � �QCYmd 0 C6 3: X �(D0� W D)z0�J Q<0m 0--w �(YCnZJ ❑cower JLLJ 10 co z0 LU 0 > OHDO� �LL OWco °F� o� �F0� <�❑F-o z � t) Q ❑W 1 W % ~ ❑ ICY W�>Z J W CD Q Uj Q Wb � Y =ofZ❑(n C,) Cr J W of 00 LUCr LU H = Z O O cn Q cn "I— b O z z0 0= cn o >- mz ZD C/)o rr W 2 ALU V 0 W FILE : 10-18-111_C-102 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP C/) _J Q LU r) O U) _o I— _V Ir Ir LLi 'U) vJ W m n AT FULL SIZE, IF NOT ONE ~I 0- E 1 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: r-0 MEMBER UTILITIES o C-1 02 cz D_ 0 0 U 6 LU LU w _ 0 J J_ _ LU O 0 w 6 co U)U U) UJ m� CO O c = 0 U 0- (D J 65 m T LL m -o w J : w co am N " 0 0 o� oo +� Lo U I W W = Z N J_ W Q N 2710 4:r -TV, 2675 GRAVITY IRRIGATION LINE A 1 HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 15+00 NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 14+50 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 2710 0406 `x-.1:I� On to N 2675 10+00 9+75 C-107 r INDEX MAP GIRR LINE B C-106 (rJ-U-B 7--7-00"IF J -U-6 ENGINEERS, INC. U o (D d - Z U Q 0-) O C/ O z Z Oz V IT JP O l T � W N co �_ 296.0 LF Z 0 a> 00 z O Q Z c� 5D Z m Cn — CD ~ � LU C/) 12" ADS m C o ww > N m G Q Uj N-12 HP ® 2.867, �R V ®NCHOGRADE F PIPE L1J V 50.8 LF 12" C-900 PVC ® 0.10 EXISTING GROUND ® CL OF PIPE 97.5 LF 12" qDS N_ 12 HP ®2. 627, 19 116.9 LF 12" ADS N_ 12 HP ® 1.67% 8" WATER GIMH 3 GIMH 4 GIMH 5 EXIST. GIMH 1 STA: 10+00.00, 0.00' L STA: 12+77.22, 0.00' STA: 11 +75.70, 0.00' STA: 11 +20.93, 0.00' RIM: 2697.50 RIM: 2694.44 RIM: 2694.31 RIM: 2692.95 12" IN: 2694.19 (S) 12" IN: 2691.53 (S) 12" IN: 2691.47 (S) 12" IN: 2689.45 (S) 12" OUT: 2694.19 (N) 12" OUT: 2691.53 (N) 12" OUT: 2691.47 (N) 15" OUT: 2689.45 (E) SUMP: 2692.19 SUMP: 2689.53 SUMP: 2689.47 00 N Ih 0 SUMP: 2687.45 a)M O r- n O 00 N f+') O d' 00 00 00 00 U')00 N P7 0; 00 (6 4 4 4 1-i N O O O I� O O OOn to (D O (0 M (0 O O (0 (0 0) O (0 co 0) O (0 co N N N N N N N N N N N N N N 15+00 NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 14+50 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 2710 0406 `x-.1:I� On to N 2675 10+00 9+75 C-107 r INDEX MAP GIRR LINE B C-106 (rJ-U-B 7--7-00"IF J -U-6 ENGINEERS, INC. Ln 0 GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 G2 CONNECT TO EXISTING MANHOLE. CONTRACTOR TO VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. 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. DATE ADA COUNTY HIGHWAY DISTRICT Know VV:1�S below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 0 co co I\ E �L) � � o,= N O D_ U) C7 Z_ 0 0 ' O U, L' o i-wZ Jm _ (nU j EU)0<o >_ 0 -LU O w U 0z H J C Z , U m 0 0 C/i x �C100, w � Z O } � Q i0cnZ0 �omw� wU) J, ZO 2 H U " w O W m 00�35:�¢ _j zLU 0 C uCn � �0ww�� ��W �o wm� Q W ~O co Y =LZD(n co Q� _j = Z O 7 O cn Q cn U o (D d - Z U Q 0-) O C/ O z Z Oz V IT JP O l T � W N co �_ J Z 0 a> 00 z O Q Z c� 5D Z m Cn — CD ~ � LU C/) U m C o ww > N m G Q Uj Ln 0 GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 G2 CONNECT TO EXISTING MANHOLE. CONTRACTOR TO VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. 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. DATE ADA COUNTY HIGHWAY DISTRICT Know VV:1�S below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 0 co co I\ E �L) � � o,= N O D_ U) C7 Z_ 0 0 ' O U, L' o i-wZ Jm _ (nU j EU)0<o >_ 0 -LU O w U 0z H J C Z , U m 0 0 C/i x �C100, w � Z O } � Q i0cnZ0 �omw� wU) J, ZO 2 H U " w O W m 00�35:�¢ _j zLU 0 C uCn � �0ww�� ��W �o wm� Q W ~O co Y =LZD(n co Q� _j = Z O 7 O cn Q cn FILE: 10-18-111C-103 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-1 03 01 z W J T 0Q O z Z Oz a_ LIJ OQ J ¢Z � O �_ J M z O Q Z c� (1) 0 ~ � Jrr J ww > = G Q Uj �R V L1J V FILE: 10-18-111C-103 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-1 03 01 z U) s� U LU Cf) O C M Q)m = U Q m � z T d m o w (1) J o LL CL w :2 0 a m N � r o 0') N_ O O N 7 (rJ-U-B J -U -B ENGINEERS, INC. / Q LLI Q rn i co W N CY) � -6 C`3 a) =3 C) oyi i 5, 8 Block 4 // a' �j ////%• 7 6 I o W Cf) Um o 0 LO m o INDEX MAP CD J M � + 0 GIRR LINE B �S\QNAL C-107 ° I / _ - - - - IRR IRR -IRR-- -- ITR ------ IRR-- RRIRR-- IRR --- IR -- I R - - -- IR -- IRR--� R-� -- IRR-- IRR- -- IRR�pp-- R --- IR' C-106 d,12 d„9 ��Id„9 fft�fft�15 11 04 G2II / oy/ / GIMH 1 G1 I / i' i' W = / i GIMH 2 G1 Z pyo w F T E. PR���, GRAVITY IRRIGATION NOTES o w I G1 48"0 GIRR MANHOLE PER ISPWC SD -611 w z 0' I LU CONNECT TO EXISTING IRRIGATION PIPE. CONTRACTOR TO = a z u I I VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION E cnoQo � dW U m H Q = Z W Z _ (n m md Ovi��x 0 �-0z w �Q zQ��m ' HORZ 0 30 60 a o�w� Z GRAVITY IRRIGATION LINE A U-� m 0 o<cA�zO Oz=��>t w z0 W U - 2 Q 0- VERT 0 5 10 w0 �_FJ SCALE IN FEET �—_(n Qoo��o w z ) =' 0 � OW � O2 H 0� Q� LLI J Z W m Q Q W O O Y =OfzD U)J Uj H 2z O 2720 2720 O U) Q U) bz 2715 2715 W J 2710 2710 �— LL O OC Q z W 2705 2705 Z O z Z OQ az p QO � Q 2700 2700 Plans Are Accepted For Public m Z z � Street Construction Q O By stamping and signing the improvement plans, the Registered (n 0 F Engineer ensures the District that the plans conform to all District — Q policies and standards. Variances or waivers must be specifically —I and previously approved by the District in writing. Acceptance of the w > 2695 2695 improvement plans by the District does not relieve the Registered = Q Engineer of these responsibilities. U j Cc 0 BY DATE Q ADA COUNTY HIGHWAY DISTRICT uJ < 2690 2690 O N N 2685 2685 • 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 • O FILE : 10-18-111_C-104 NOTES TO CONTRACTOR JUB PROJ. #: 10-18-111 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL KnowVVws DRAWN BY: EE ELEVATION. Calla before you dig. J• DESIGN BY: GRB 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE CHECKED BY: MEP TO INSIDE FACE OF STRUCTURES. ONE INCH CALL 2 BUSINESS DAYS IN 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. AT FULL SIZE, IF NOT ONE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG, INCH SCALE ACCORDINGLY COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY GRADE, OR EXCAVATE FOR THE LAST UPDATED: 1/11/2019 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, SHEET NUMBER: INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. MARKING OF UNDERGROUND 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS MEMBER UTILITIES C-1 04 PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. EXISTING GROUND ®� OF PIPE FINISH GRADE � ®�. OF PIPE O 296.2 LF 12” ADS N-12 HP ® 1.479; 296.0 LF 12.. ADS N-12 HP ®2.86q GIMH 1 STA: 18+77.22, 0.00' RIM: 2709.71 12” IN: 2707.19 (SW) 12" OUT: 2707.19 (N) SUMP: 2705.19 GIMH 2 STA: 15+77.22, 0.00' RIM: 2706.39 12" IN: 2702.77 (S) 12" OUT: 2702.77 (N) SUMP: 2700.77 co � � � of O o� O Oi O o� O 00 O 0� O 00 O O O O O � O � O d- O N N N N N N N N N N N N N N 0 LO U 6 LU LU LU 0 J J_ w p w 6 co � U cn w m� CO O c � 0 U Q — (D J 65 m T CL -0 w J : w co am 2720 2715 2710 2705 2700 2695 2690 15 MATCHLINE — 15+50.00 SEE SHEET C-106 GRAVITY IRRIGATION LINE B 1 r HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 2720 2715 2710 2705 2700 2695 2690 75 GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 G2 12" POND OVERFLOW G3 GRAVITY IRRIGATION BOX. SEE SHEET C-101 G4 DRAINAGE PONDA C-105 G5 CONTRACTOR TO IFY FLUSH LINE LOCATION AND SIZE WITH PUMP CONTRACTOR X N "TOP": 2708.8 HWL: 2706.3 SHELF: 2703.8�`i� BOTTOM: ELEV. 2698.8 D SLOPE ABOVE AOTYPICAL POND SECTION SCALE: NTS 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. DATE ADA COUNTY HIGHWAY DISTRICT Know VV:1�S below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B J -U-6 ENGINEERS, INC. W Z a) d' U_ O Q o Oz W W � 70, EXISTING GROUND FINISH GRADE W >- 0 _jQ E z 0 T--- ® CL OF PIPE ® (� OF PIPE _ 0 � CIO (1) 00 CDN � V Q 5 0 ------- z (n C/) w ------ -------- i CD N m — — — — — — — — — 329.2 LF 12" CLASS III RCP ® 0.75% 569.4 LF 12 CLASS III RCP ® 1.00% GIMH 6 STA: 10+00.00, 0.00' RIM: 2709.81 12" OUT: 2707.45 (S) 11 SUMP: 2705.45 GIMH 7 STA: 13+32.86, 0.00' RIM: 2709.01 12" IN: 2704.95 (N) 12" OUT: 2704.95 (W) SUMP: 2702.95 Il- N 00 (0 O O Ln O �' 00 Qo O O r O 00 O 0� O 00 O a) 00 O O 0) O M (D O O N N N N N N N N N N N N F50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+ NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 2720 2715 2710 2705 2700 2695 2690 75 GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 G2 12" POND OVERFLOW G3 GRAVITY IRRIGATION BOX. SEE SHEET C-101 G4 DRAINAGE PONDA C-105 G5 CONTRACTOR TO IFY FLUSH LINE LOCATION AND SIZE WITH PUMP CONTRACTOR X N "TOP": 2708.8 HWL: 2706.3 SHELF: 2703.8�`i� BOTTOM: ELEV. 2698.8 D SLOPE ABOVE AOTYPICAL POND SECTION SCALE: NTS 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. DATE ADA COUNTY HIGHWAY DISTRICT Know VV:1�S below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B J -U-6 ENGINEERS, INC. U) C7 Z_ Q' 0 LL 0 w U) w p � i-wz Jm _ (n U E0< U)o �wUw� a=zmw O�w�� O p H J p Z U � Q m d Ovi3:�X ISc1� w � Z O } 1 Q eg U Z QW w � O Z O 2 H U O p :5 U_ O W m 00th¢ 3: J�po Zuwi�� �pww0� LU>W�o wm� QLOU ~O � LY =Z�cn coQ Jw� 00 H I z O O co Q cn W Z a) d' U_ O Q o Oz W W � 70, J ¢Z � co W >- 0 _jQ E z 0 T--- O Z 0 � CIO (1) 00 CDN � V Q 5 0 4) z (n C/) w < IrV i CD N m U) C7 Z_ Q' 0 LL 0 w U) w p � i-wz Jm _ (n U E0< U)o �wUw� a=zmw O�w�� O p H J p Z U � Q m d Ovi3:�X ISc1� w � Z O } 1 Q eg U Z QW w � O Z O 2 H U O p :5 U_ O W m 00th¢ 3: J�po Zuwi�� �pww0� LU>W�o wm� QLOU ~O � LY =Z�cn coQ Jw� 00 H I z O O co Q cn FILE: 10-18-111C-105 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-1 05 OI z W J T U_ O Ir m z Z Oz W W OQ J ¢Z �p QO >- _jQ M z Z c3 J ww = G Q UJ �R V w < IrV FILE: 10-18-111C-105 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-1 05 OI z 0 U 6 LU LU LU _ 0 J J_ _ LU w t2 6 b w CO am 0 2710 P&LO". oasis 41.1`561 O O N 2685 21 O� G1 GIMH 9 ; x -- -- -x— - -2<1-+0 --x= _ _ x - -- -x- � _ =x ----2Q+00- -x- = x---- =x= 7 O GIMH 8 G1 I , - -; --x - ---- —x GRAVITY IRRIGATION LINE B — — — I /tVV— — — — — — _ 14-k — VV — — - �— _-- x---- x--- x - - -- x - ---- x - - -- x--- x—= -- x----- x----- x----- x HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 WAFA&7 (rJ-U-B 7--7-00"IF J -U-6 ENGINEERS, INC. W J Z aD d' O Q o z � 2705 , EXISTING GROUND z o Q —� E W O p CO r\ o ® OF PIPE Qo ------ ---------------- Z v a> 00 52.2 LF 12" CLASS III RCP ® 1.00% VQ) Street Construction ---_-_-- _ ---- Z m C ---------------- plans Variances be -------- ------ - - L w M W 569.4 LF 12" CLASS III RCP ® 1.00% > 467.6 LF 12" CLASS III RCP ® 0.10% Q Engineer of these responsibilities. N m 0 V BY DATE Q 2690 ADA COUNTY HIGHWAY DISTRICT w GIMH 9 1 GIMH 8 CcV STA: 19+62.44, 0.00' STA: 19+06.29, 0.00' RIM: 2702.31 RIM: 2702.86 12" IN: 2698.66 (E) 12" IN: 2699.22 (E) 12" OUT: 2698.66 (W) 12" OUT: 2699.22 (W) SUMP: 2696.66 SUMP: 2697.22 r) 00 � Q0 N 00 N 't DO N N N N r7 U� L6 U� c0 O O O O O O O O O O O O N N N N N N N N N N N N +-50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 154 NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 WAFA&7 (rJ-U-B 7--7-00"IF J -U-6 ENGINEERS, INC. U) (9 Z_ a LL 0 U, U) LU o i-wz Jm _ 2i � U j O¢O a=zmw O w U 0z I,-- J � Z U ¢ m 0 Oc��jX o w z O } �(Y(nZ� 0 m w w U ¢U O Z O 2 H U 2i w O W m 0 '0) C) i J�oO Z�LUL), Is'� ��ww0,� ��W3: �o wm Q W ~O U) Y = L z D CO _j CY LLJ = Z O 7 O cn ¢ Cn 2710 W J Z aD d' O Q o z � 2705 , � co z o Q —� E W O p CO r\ o Qo Z v a> 00 00 :3 VQ) Street Construction 5 Q N 4) Z m C plans Variances be LU U) 2695 L w M W and previously approved by the District in writing. Acceptance of the — > CD O Q Engineer of these responsibilities. N m 0 V BY DATE Q 2690 ADA COUNTY HIGHWAY DISTRICT w < U) (9 Z_ a LL 0 U, U) LU o i-wz Jm _ 2i � U j O¢O a=zmw O w U 0z I,-- J � Z U ¢ m 0 Oc��jX o w z O } �(Y(nZ� 0 m w w U ¢U O Z O 2 H U 2i w O W m 0 '0) C) i J�oO Z�LUL), Is'� ��ww0,� ��W3: �o wm Q W ~O U) Y = L z D CO _j CY LLJ = Z O 7 O cn ¢ Cn 2710 W J T O IZ m z �w 2705 27-0 z O = Q —� map Qo J I— 2700 Plans Are Accepted For Public m Z CL z Street Construction Ir By stamping and signing the improvement plans, the Registered Engineer ensures the District that the conform to all District =DQ cn0 _O Cc Q plans Variances be 2695 policies and standards. or waivers must specifically w F.— and previously approved by the District in writing. Acceptance of the — > improvement plans by the District does not relieve the Registered = G Q Engineer of these responsibilities. w 0 V BY DATE Q 2690 ADA COUNTY HIGHWAY DISTRICT w < CcV 2685 50 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 FILE: 10-18-111C-106 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE 01 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-1 06 r MI U) U LU Cf) O C M 0W = U Q J m T 0_ -0 w (1) J o W CL W am rn % N � r o 0') N_ O O N 7 `��lz 0403a I►A01911 Q -V>"7§ ` *112 oz -T-1+0 2680 27 GIMH 13 G1 27+00 GIMH 12 G1 I'1 'I- "�/X-lc VO /'tR ----x-----x------x---- x-----x-----x--- — — — — — — � (GIMH 10 -_--------- --- - -24+00=-- - - - - 23+00-- - — -x-----22+00---x- GRAVITY - - -22+00- - - x - - -- -x- x--- - x----x-----x-----x--- - k-----x-----x---- GRAVITY IRRIGATION LINE B HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 G2 CONNECT TO EXISTING PIPE. CONTRACTOR TO VERIFIY SIZE AND LOCATION PRIOR TO CONSTRUCTION. G3 MAINTAIN 1' MINIMUM COVER OVER PIPE 2710 WAF1111 WZ11Z1] 2695 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 2690 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 DATE 2685 ADA COUNTY HIGHWAY DISTRICT 2680 50 Know wws below. Call Dore you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CJ -U -B J -U -B ENGINEERS, INC. U Z — > QO o 70.1 LF 12" CLASS III RCP ® 0.10%-\ .10% FINISH GRADE rr O � r. LULLJ O _ [*1-pC) (00 G3 ®� OF PIPE EXISTING GROUND 5 a) 00 }, 00 o .� , V = CV z m C/) ® rL OF PIPE LU - `- h/ \ m V7 — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N m 172.6 LF 12" CLASS III RCP ® 0.10% 467.6 LF 12" CLASS III RCP ® 0.10% / u /EXIST 12" ®1.77%� GIMH 12 GIMH 11 GIMH 10 STA: 26+83.27, 0.00' STA: 26+09.80, 0.00' STA: 24+34.02, 0.00' RIM: 2700.50 RIM: 2700.21 RIM: 2700.41 12" IN: 2697.94 (S) 12" IN: 2698.01 (SE) 12" IN: 2698.18 (E) 12" OUT: 2697.93 (W) 12" OUT: 2698.01 (N) 12" OUT: 2698.18 (NW) SUMP: 2695.93 SUMP: 2696.01 SUMP: 2696.18 41.2 LF 12" CLASS III RCP ® 0.10% GIMH 13 STA: 27+28.13, 0.00' RIM: 2700.63 12" IN: 2697.89 (E) 12" OUT: 2697.89 (W) SUMP: 2695.89 00 (0 00 N LO n N N N N L M 0) M T) O rn O 0) O 0) O 0) O M O 0) O 6 O O O O O O O M O 0) O M O M O 0) O 0) O O O O O O O r- N O r� O N N N r�' O N N r-, O N N r, � N N r� (.D N N r, r- N N r- N r- N r- N r N r N 1-75 27+50 27+00 26+50 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21-+ NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. GRAVITY IRRIGATION NOTES G1 48"0 GIRR MANHOLE PER ISPWC SD -611 G2 CONNECT TO EXISTING PIPE. CONTRACTOR TO VERIFIY SIZE AND LOCATION PRIOR TO CONSTRUCTION. G3 MAINTAIN 1' MINIMUM COVER OVER PIPE 2710 WAF1111 WZ11Z1] 2695 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 2690 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 DATE 2685 ADA COUNTY HIGHWAY DISTRICT 2680 50 Know wws below. Call Dore you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CJ -U -B J -U -B ENGINEERS, INC. U Z — > QO o rr O � r. LULLJ O _ [*1-pC) (00 Z 5 a) 00 }, 00 o .� , V = CV z m C/) C: LU - O m V7 (D O N m co p � <Wz-J = 2i U) ��oQo } W U w H 2 Z 00 W O H W J � U p H �Q�md 0S > �- C7 � w zO�Q Z~QRED omw� 11 <L 0 Oz=(F>-- W 0-::) U2i 'LL OW m 2iO=F-Q LU O H 'In J QC7 WFO Zof�=� < pW � �_ H p � W Z7 Z J LL), 10 Q QWOCl) =ofZpCn U)J W � m = Q } J =0-1 F -=z0 OU)QU) "I— b O z z0 O= Q mz �a C Cw = G LU V 0 LU LU J_ LL 0Y ILm 0 LU Q z z QO J � 0- Q z (D O oC Q 0 Q 0 FILE: 10-18-111 C-107 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-1 07 HI 1 V V/ \LL 11 Y 1 LL 1 O�O�O STOP V 0 oM1-1 R1-1 R4-7 STRIPE LEGEND PROPOSED STREET SIGN • PROPOSED SIGN STRIPING NOTES sT� 4" WHITE STRIPE PER ACHD DWG. TS -1112 STRIPING DETAIL #17, SHEET 5 OF10. sT2 24" SOLID WHITE STOP BAR sT3 STRIPED MEDIAN ISLAND PER ACHD DRAWING TS -1112 STRIPING DETAIL #8" sT4 4" SOLID YELLOW CENTERLINE STRIPES PER ACHD DRAWING TS -1112 STRIPING DETAIL #7 sT5 WHITE LEFT TURN ARROW PER MUTCD 2009 sTs CHANNELIZING LINE PER ACHD DRAWING TS -1112, STRIPING DETAIL #15 SIGNAGE NOTES sNi INSTALL STREET DESIGNATION SIGN sN2 REMOVE BARRICADE SN3 INSTALL 30" R1-1 STOP SIGN SN4 INSTALL TYPE III TERMINUS BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B WITH "ROAD TO BE EXTENDED IN THE d FUTURE" SIGN z C!j sN5 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SUPPLEMENT 2. CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION TO ISPWC SD -1132A AT END OF SIDEWALK O sNs INSTALL 24"X30" R4-7 "KEEP RIGHT" SIGN ABOVE TCD 18"X18"OBJECT MARKER LLJf� NOTE (rJ-U-B -1 J -U -B ENGINEERS, INC. U r z, — �. VERIFICATION OF COMPLIANCE WITH POLICY AND Q d o z C!j -0 o co co Q 2. CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION z O EL L O TCD r- o U LLJf� Q z v a) 00 �, 00 o � —• V Q) 0 CV C� z mU— 0 L ai O Cl) m U Q o 0 z Plans Are Accepted For Public N m Q Street Construction -j rr z o � z F Q z LU LU J m =gcco �(noQO >- W 0 W I,- LU 0 LUPI U J C:) �a° °��U �FzO�-j z<�am¢ w <�omw�� C,J�=z0 0zo °i>-- Uj2 -�Z, cn�0 W m WO0I-�� �UFi- 3:o Z� w :-:-) F F �W J O2 W> ~ o Of0W�z W m Q W~OCn1 = D Zz D CnQ�-jW d m W J W =z0 O Cn Q cn 1. PRIOR TO PLACEMENT OF ANY PAVEMENT r MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND d z EXISTING PAVEMENT MARKINGS. z Q 2. CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION z O EL MUST BE BONDED WITH ACHD AND OBTAIN A O = LU RIGHT—OF—WAY PERMIT PRIOR TO INSTALLATION OF Q SIGNS. U) 0 0 mZ Cl) Q Z z Plans Are Accepted For Public Cn Q Street Construction -j rr z By stamping and signing the improvement plans, the Registered — CwC Engineer ensures the District that the plans conform to all District L policies and standards. Variances or waivers must be specifically by the District in Acceptance the 0 ~ and previously approved writing. of improvement plans by the District does not relieve the Registered Q Engineer of these responsibilities. L 11 DATE ADA COUNTY HIGHWAY DISTRICT Know m*mrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE: 10-18-111 C-108 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE of z LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-1 08 W \ACTOPV onen LEGEND PROPOSED STREET LIGHT Y PROPOSED FIRE HYDRANT LIGHTING NOTES L� INSTALL TYPE 2 STREET LIGHT WITH LED I.E.S. TYPE III LUMINARES PER COM SUPPLEMENTAL SPECIFICATION TO ISPWC SECTION 1102 L2 PROPOSED FIRE HYDRANT LOCATION L3 EXISTING STREET LIGHT STREET LIGHTING, CITY OF MERIDIAN 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 AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. 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. �,(fEF,IDIAN* APPROVED FOR II}AHQ 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 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 Date Know whafs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B -1 J -U -B ENGINEERS, INC. U z, — �. Q o CO -0 o co co LLJ O TO O r- r o U Lu z v a) 00 �, 00 o � —• V � � 0 CV C� � z co U) LU 6 0 m U) 0- o 0 N m o � z F Q z J m = LU LL1 �00<0 >- W U w I,- LL, 0 LUPI U J� 11`1 m d 0C�0�w �Fz0�w zI<�am¢ 'w <3: " < LLI 0LZ= °� IIJ0I-�zJ_ U)2"'0wm Uj 0 (n � Ixc��ir� o Z�(n�F w> of Lo !Y W 3:z wm Q W 0 C) v =D�z=cn Cn Q�J W d m W J W �F-=z0 O Cn Q cn 1— O z z0 0= cn Q >0 m Z ZD C J Cw = G LU 0 LU FILE : 10-18-111 C-109 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP z Q cD LU AT FULL SIZE, IF NOT ONE OI z LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-109 3� T I I I I -�\C-CEa -- -- -EPS-- EP- -E _ - r _ W - -_ - - -------- -- _ ----- \ 12 - - � 12 W - - 1h- � 1 2' fid- - -12"W- - - - - - - \ 1 � 12"W EP-_--- E7s�_- EP_-- EP--- - P---EP-----EP - - - EP - - - - - - T - - - TOE - - - - - _ - - - -- - _ _ _ - _ - - --- ----- --- - - - -- - - - ; �..■ ,� _ _ SRC _- _ •- - - - � --- Win_•' -- - 708.3 Od 697.48 1.69-6.43 31 • i --- ------ --- Block 2 \ \ 705.76 v OSI j 9 t ` v 710.26 � - - - , \ PAD:709.9± - - 7 I II w 2 69 Block 1 5 w > 3 o PAD:710.3± PAD:709.5± 3i PAD:702.3± PAD:698.5± PAD:697.6± 4 PAD:695.3± \ - 710.14 6,1 \ 706.85 PAD:704.2± 699.26 r 699.26 PAD:696.4± �, 10 5 \ ??? 709.61 PAD:709.2± �s, 1 I \ \ 69 694.31 --- - - \ 4 _ 702.90 \ 7 695.55 01.02 699.08 698.08 696.85 z - - - - V ra 709.29 V y w 5- \ 710.72 \ \ I \ \\ CON�il�E R SI REET - - - - PAD:710.5± -PAD:704.20- v o - �v o' � 709.02 I v 1 "SD _ _ - \ \ \\ v • - �4 1 694.29 .51 703.87709 702.63 698.02 696.32_ v _ I PAD:708.4± 710.25 709.O�Q I I 708.67 I 2 697.60 697.35 PAD:709.3± \ \ 12 \\ \ I 1 707.09 \\ PAD:698.3± \ V A A \\ 1 I I .� 1 \ 0 , 708.10 708.68 . \� 70656 � v PAD:709.2± \� 707.09 I `1 27p5 \ 696.76 ` \� , 5 2 ` \ 699.12 \ \ 7os.3s PAD:708.3± �o v \ • . 1 3 `�� � � � 8 707.17 2 ' \ y A \\ \ 00 708.09 I , .7± 708 I I 1 ,Block 3` v A v �� PAD:7oo.1 t PAD:708.so .v � 1 I \� I 4� v \ 708.38 I PAD:709.0± 706.97 F- 701.01 699.03 ��� � � 708.68 - \ v v 708.80 �� v W` I Block 4 \„ \ 1 3 \ w , 3 IPAD:709.2± v 702.02 PAD:702.0± \�\ \ 708.64 ST 708.96 �4�) U \ \ �\ 710.61 PAD:708.7±- 2 �v 701.10 . V I 702.90 708. V �� 710.61 A 92 \ 709.24 PAD :708.5± v 4 y v PAD:709.0± PAD:703.9± v v \ 704.49 709.20 \ \ 703.30 \ \ 704.70 PAD:709.3± 707.98 � � \ 5 \ \ \\ \ 708.90 \ \ \ _ PAD:706.0± \ PAD:709.3± 1 \ 704.89 v \ VvV 707.48 706.43 v v \ V vF ??? PAD:708.7± \ 6 v ` vTv •v,-270 7 PAD:707.3± \ 707.48 ??? V \ \ \ \ A 707.91 PAD:708.0± 708.10 I \ v v V \v ??? \ PAD:708.1 ± \ \ \ 707.48 PAD:707.8± \ \ \ \ \ \ 09 \\\\ \\\ \ \ \ \ OoA00 0 60 120 \ \\ V vv V \\ \0??? ???\-- -- -- - v v \ SCALE IN FEET \ \ \ \ � \ \ EARTHWORK CUT: 18,317 C.Y. FILL: 19,182 C.Y. NET: 865 C.Y. IMPORT NOTE: EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL. ROADWAY EXCAVATION CALCULATED TO SUBGRADE. MINOR MAJOR MINOR - MAJOR - REAR LOT LINE NOTES TO CONTRACTOR CJUB , 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. ALL GRADING SLOPES AT REAR AND SIDES OF LOTS ARE AT J -U -B ENGINEERS, INC. 3:1, UNLESS OTHERWISE SHOWN. 3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH U aj THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING z > d. REPORT PREPARED BY SITE CONSULTING, DATED DECEMBER 1, - Q o 2017. I co LLJ O T O o O r, U Z U a) 06 00 Q) LEGEND (D (D 0 EXISTING CONTOURS LJJ a) U PROPOSED CONTOURS m' O O LO � N m PAD LINE X FG ELEVATION 1. SHEET FLOW FROM REAR TO SWALE STREET 2. SLOPE FROM HOUSE TO SWALE (2% MIN.) 3. SLOPE FROM HOUSE TO SIDE SWALE (2% MIN.) 4. REAR SWALE (LOT 10' MIN. FROM REAR OF HOUSE) 5. SIDE SWALE (LOT 1% MIN.) 6. SLOPE FROM HOUSE TO SIDEWALK (VARIES) 7. SLOPE OF STREET (SEE PLANS) 8. DRIVEWAY SLOPE (VARIES) BLOCKS 2, LOTS 11-13 BLOCKS 4, LOTS 1-7 0TYPICAL LOT GRADING SCALE: NTS REAR LOT LINE 1. SHEET FLOW FROM MID POINT STREET 2. SLOPE FROM HOUSE TO SWALE (2% MIN.) 3. SLOPE FROM HOUSE TO SIDE SWALE (2% MIN.) 4. DRIVEWAY SLOPE (VARIES) Q 0 5. SIDE SWALE (LOT 1% MIN.) 6. SLOPE FROM HOUSE TO SIDEWALK (VARIES) 7. SLOPE OF STREET (SEE PLANS) o BLOCKS 1, LOTS 2-5 _ I.J.J BLOCKS 2, LOTS 2-10 G BLOCKS 3, LOTS 2-5 0 BLOCKS 4, LOTS 8-14 0 TYPICAL LOT GRADING LU 2 SCALE: NTS Know m*mrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES G G o � Q zwm LU LU = 2E U) �<oQO >- W U W I- a- =zCOW OW_j0� �U 0 � mJ � aLL° 0 C6 5 InFzOL >a z�m¢ �w <�omw� 0J�=z0 oZ=; °� IIJoI-�zJ_ U)2U_O W m WO�I-I� <2Lu L�0 zIr U) F �wW�� W > � L:0 � LL LU W 07 Q W F-- =�Z�Cn Cn 0� J W C' m W J W H = z O O Cn Q cn 1- d O z z0 0= j Q 0 z Q mz z ZD W o < _ I.J.J = G LU 0 0 LU ILI Ion FILE: 10-18-111_C-201 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDING[ LAST UPDATED: 1/7/2019 SHEET NUMBER: C-201 W MI m Cn s� U � w U) O C M 0w = U Q) J m D T d m -0 w 2 J 6- w Cn am o% M CO C) r rN ��0- O N N N NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. I I I I I 0 N I I I 2720 2715 2710 2705 2700 2695 9+75 W. BRINK COURT SEE SHEET C-303 W. BRINK STREET SEE SHEET C-304 S. LARGE HILL WAY PUBLIC ROADWAY fm �A I N CO it9=6Z11 i[91=i1 i1=1111 HUM*] irZ16141 iF�•-fi1 M=i111 2720 2715 2710 2705 2700 N O O N N2695 13+50 CURVE TABLE Q? O N c0 RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C 1 39.27' 25.00' 25.00' 90°00'00" N9' 19'1 4"W 35.36' C2 39.27' 25.00' 25.00' 90`00'00" - O C3 39.27' 25.00' 25.00' 90°00'00" S9° 19'1 4"E 35.36' C4 39.27' 25.00' 25.00' 90°00'00" N80°40'46"E 35.36' v a) 00 }, 00 o ., G a) � C) N O m Cn — LU - U7 ai m U O r N CD 0 � O m 00 O O O ±N O C.0 V + Y N + 0— 0] C14 N N A ` -1.90% EXISTING GROUND _ ®� OF ROAD 3.2,9 -3-2,9,— FINISH GRADE FIN _ ® q OF ROAD O 'n O n O � N N co O n O O O CD O 00 00 r- CD � D O O O O O O O O O N N N N N N N N N N N N N it9=6Z11 i[91=i1 i1=1111 HUM*] irZ16141 iF�•-fi1 M=i111 2720 2715 2710 2705 2700 N O O N N2695 13+50 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C 1 39.27' 25.00' 25.00' 90°00'00" N9' 19'1 4"W 35.36' C2 39.27' 25.00' 25.00' 90`00'00" N80°40'46"E 35.36' C3 39.27' 25.00' 25.00' 90°00'00" S9° 19'1 4"E 35.36' C4 39.27' 25.00' 25.00' 90°00'00" N80°40'46"E 35.36' HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET ROADWAY NOTES �i 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709 0 TYPE H2 PEDESTRIAN RAMP ACHD SUPPLEMENT TO ISPWC SD -712H WITH DETECTABLE WARNINGS PER ISPWC SD -712 ® VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709 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. DATE ADA COUNTY HIGHWAY DISTRICT Know. wi ors bellow. CaII before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B J -U -B ENGINEERS, INC. U Z ; � Q o rr o co 0) LULLJ 0 p � (0 0 Z v a) 00 }, 00 o ., G a) � C) N Z m Cn — LU - U7 ai m U CD 0 � N m p � Q z J m =gcLu ijU� E�oQo >-wUwH a=zmw OHw�� Cn 10 0S > �C7� w LD z��am¢ Z� �>�p[ow� O J U) 0 U- 0 00 W0-�Z� tn��Owm U, U O ~ ~ -jLp�0 Z�uwi�� Q pW c �2 w> L❑ UJ J w m Q Q W O Y =ofzD(n Cn ()f Uj H 2 z O O cn Q cn T O z z0 O= Q CO () 0 rr J ww = G W 0 W W J_ IL Ir > o- > z_ Q= z W a� ILQ I— J W U) FILE: 10-18-11 1 C-301 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-301 0 - E 0 N 0 C? U 2 w LU 0 Q U J J_ 2 LU O W W MI U) s U w w a ---) Cf) O CM C5 97 = U Q) J T 0_ -0 w 0 J r o 0') N N S. VERGE AVENUE SEE SHEET C-306 6 267 O_i 9d, �y- 0) 8 \ v \ 4+00 SS \ \ \ ^Gp -13.3 LF 12" PVC ® 0.41% Block 1 2 �� 3 4 -- 5 B � \ z C-501 C w \ MLLJ + C-501 10 2893\ a CB A2 D1 rYi 2696 U o STA: 17+42.26 8 +� - � � � Bfock 2 CHORD BEARING CHORD LENGTH D1 CB 2 39.27' STA: 13+83.33, 17.16' L � CL + RIM: 2700.96 T \ 12" OUT: 2697.96 (S) C2 SUMP: 2696.96 ori 16+94.23 \ 4 I n+ 2 \4 r Cy) (.0- = w w v 24.95' 2 rn co S. VERGE AVENUE SEE SHEET C-306 6 267 O_i 9d, �y- 0) 8 \ v \ 4+00 SS \ \ \ ^Gp -13.3 LF 12" PVC ® 0.41% Block 1 2 �� 3 4 -- 5 B � \ z C-501 C w \ MLLJ + C-501 10 2893\ a CB A2 D1 rYi 2696 U o STA: 17+42.26 8 +� - � � � � •- _j 69 v r- �� PRC � CHORD BEARING CHORD LENGTH � 39.27' + � CL + Z > T \ rn C2 39.27' ori 16+94.23 25.00' 4 I n+ 2 co+ r Cy) (.0- = w w v 24.95' (y) L 1 rn co 35.32' tD Y M N d W I- N 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC CDQzF� E Co O a O W c0 O tr) 00 SD -709 61, �, SS 128.0 LF 18" PVC ® 0.00% D3 (PERFORATED) WEE -0 5.4 LF 18' PVC ® 0.00% \ A v SDMH C1 D2 I D1 CB C1 N: 696238.46 E: 2450168.93 ock 3 STA: 13+83.33, 17.17' R RIM: 2701.62 1 269 s��� 17+p0 - - 0 S �o ro -- ��--- 6 �n r�- = �� \ - ■ --- - - `V,5 V T� S2S D2 SDMH A2- )2 01 �G \ SDMH A3 D2 7!7�5 cam' RIM: 2700.96 INV IN: 2697.73 12"(N), 12" IN: 2697.80 (N) /INV OUT: 2697.23 18"(E) 12" OUT: 2697.80 (S)✓ SUMP: 2695.23 SUMP: 2696.80 \ 270506. 2710 2705 2700 2695 r.•@ 2685 f 2675 13+50 2 695. M 3 0�0 2�96 �,� C D5 \ro��G \ \ Block 4 \ '9 1 \ 7/ 2898 269' S. SLOPE TOP AVENUE SEE SHEET C-305 W. CONTENDER STREET PUBLIC ROADWAY RIM: 2694.08 Z' 12' OUT: 2691.08 (S) R SUMP: 2690.08 6 - -- -- -- 69R - - - 7) 1� 55 17+75 26.5 LF 12" PVC ® 0.22% DMH Al D2 I I I �Ro -- 6 LF 12" PVC ® 1.20% CB Al D1 STA: 17+42.26 RIM: 2694.07 12" OUT: 2691.07 (N) SUMP: 2690.07 M_ o6 ROADWAY NOTES wro d RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.27' + o Z > `o Q Z w m o 35.36' C2 39.27' 25.00' 25.00' 90°00'00" w 35.36' Q + o = w w v 24.95' 89°52'58" S44°24'06"E 35.32' C4 M N d W I- N 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC CDQzF� E Co O a O W c0 O tr) 00 SD -709 w a = z °w�° Of W Q 0 i + Q1 to O OHwO' > _ � � U m SD -712H WITH DETECTABLE WARNINGS PER ISPWC SD -712 N o_ N O0 ® 5' TRANSITION FROM VERTICAL CURB AND GUTTER TO ROLLED �x o N N -3.28 �_ ao CURB PER ISPWC SD -707 LO � + 0) _ J r, N �5 --1.909; Z _j m w o_ cn HORZ 0 30 60 ROADWAY NOTE 5 ON SHEET C-002 PER ACHD SUPPLEMENT vi `� -1.907, FINISH GRADE TO ISPWC SD -303. MATCH EXISTING. W o J � IL w ��- ®� OF ROAD © MATCH EXISTING CURB, GUTTER, AND SIDEWALK 12" C-900 STORM DRAIN VERT 0 5 10 = j -1.902 SCALE IN FEET 07 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709W -<j o EXISTING GROUND 13.2 LF 12" ® 0.22% w ® TYPE A PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO THE of Q 0 w ° ® CE OF ROAD 0 � � w O 139.7 LF 12" ® 0.22% SD -712 Y SDMH A2 SDMH A3 2710 STA: 17+24.20, 11.80' R C9 W J � W STA: 15+81.20, 12.00' R RIM: 2694.59 RIM: 2697.31 12" IN: 2690.97 (E) 12" IN: 2690.66 (E) 12" OUT: 2690.97 (W) TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC O U) Q L z 12" OUT: 2690.66 (SW) SUMP: 2688.97 SUMP: 2688.66 D2 SDMH Al 2705 D3 STA: 17+42.11, 12.32' R RIM: 2694.24 12" IN: 2691.01 (N) 12" IN: 2691.01 (S) BOTTOM OF ROCK EL: 2693.8, 2700 BOTTOM OF SAND EL: 2692.3, 12" OUT: 2691.01 (W) GWE: LOWER THAN 2683.0 SUMP: 2689.01 D4 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC e D lt L0 OOi O 00 O CD n- rO N LC) pi N- O O O 00 O r,00 Ln cc; � to d' D O O O O O O O O O M O M 0) G) O 0) I, rl- r- h r, (D t0 CD (0 CD (O CD f0 CD (0 co 1j N N I N N I N N I N N N N I N N N N N N NOTES TO CONTRACTOR 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 (rJ-U-B J -U -B ENGINEERS, INC. U z > - Q O O co I co rr O _ 0-) LU O CD C) o I, U z v a) 00 00 }, p G a) =3C) `\' z mc/) - LU O O U7 U mi O O Ln N m 2675 17+75 CURVE TABLE ROADWAY NOTES LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.27' 25.00' �i 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO `o Q Z w m o 35.36' C2 39.27' 25.00' 25.00' 90°00'00" w 35.36' C3 ISPWC SD -702 = w w v 24.95' 89°52'58" S44°24'06"E 35.32' C4 38.85' 25.00' 24.58' 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC CDQzF� E Co O a O SD -709 w a = z °w�° Q 0 TYPE H2 PEDESTRIAN RAMP ACHD SUPPLEMENT TO ISPWC OHwO' > _ � � U m SD -712H WITH DETECTABLE WARNINGS PER ISPWC SD -712 0 < � m ° ® 5' TRANSITION FROM VERTICAL CURB AND GUTTER TO ROLLED �x o CURB PER ISPWC SD -707 Q a- 0 Z �5 SAWCUT PAVEMENT 2' INSIDE EXISTING EDGE PER ACHD Z _j m w o_ HORZ 0 30 60 ROADWAY NOTE 5 ON SHEET C-002 PER ACHD SUPPLEMENT U J Uj U z ° oo `� TO ISPWC SD -303. MATCH EXISTING. W o J � IL w o © MATCH EXISTING CURB, GUTTER, AND SIDEWALK to 0=�Q Uj o VERT 0 5 10 = j SCALE IN FEET 07 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709W -<j o w ® TYPE A PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO THE of Q 0 w ° ISPWC SD -712A WITH DETECTABLE WARNINGS PER ISPWC � � w SD -712 J W Y Qofo=� 2710 DRAINAGE NOTES C9 W J � W :?H 2 Z O o Dl TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC O U) Q L z SD -604A D2 48"0 CATCH MANHOLE PER ISPWC SD -611 2705 D3 130'X15'X7' DEEP SEEPAGE BED NO. Al PER ACHD BMP -20, 2e VOLUME 5,460 CF WITH 0.40 ROCK VOID RATIO. c -sae FG EL: 2702.3, TOP OF BED EL: 2700.8, BOTTOM OF ROCK EL: 2693.8, 2700 BOTTOM OF SAND EL: 2692.3, GWE: LOWER THAN 2683.0 D4 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC e SD -627 c-soz �- D5 SEE SHEET C-305 O 2695 z LU J z 0 IL LU O = � LU p[ 2690> - z Plans Are Accepted For Public Z o Street Construction CO Q z CO By stamping and signing the improvement plans, the Registered (n 0 iF.- IL 2685 Engineer ensures the District that the plans conform to all District z policies and standards. Variances or waivers must be specifically _j w I- W 0 U and previously approved by the District in writing. Acceptance of the - LU improvement plans by the District does not relieve the Registered = Engineer of these responsibilities. !LLJ V 2680 BY DATE Q ADA COUNTY HIGHWAY DISTRICT LLJ 2675 17+75 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.27' 25.00' 25.00' 90°00'00" N45°39'25"E 35.36' C2 39.27' 25.00' 25.00' 90°00'00" N44°20'35"W 35.36' C3 39.22' 25.00' 24.95' 89°52'58" S44°24'06"E 35.32' C4 38.85' 25.00' 24.58' 89°02'03" S45'03'25 )PW 35.06' Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE: 10-18-111_C-302 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-302 0 0 U W MI U) F s� U LU Cf) O CM Cu 97 = U Q) J T 0_ -0 w (1) J o W CL W C/) Q m M / r rn N C. N S. LARGE HILL WAY SEE SHEET C-301 _2 -707 - Block 2 6 \ 1 \\ 5 4 _- Blo k 3� v A - -2707- 5 v . \ V A\ C-501 \\\ o � , ARG T,pC -- - - o I '00L C) 00 \ r7 N - r� ±\ 1 � _ -2708- - - � r-4 It1 qC' 0) z OC - P O \023 RC 10- 01 11+p0 C5 9 T,QC - CV 611$$ - Q�G ,x0 BOG i '10 9.48 TRC o Z c0 ILIL Q U + O O „WC \ I o -o \ 12+0� �� ' o� Lr) � 1 LENGTH - CR N oBlock DELTA i CHORD LENGTH + N 00 m O 25.00' O N80`40'46"E �� C2 39.27' + N � K=1+36.52 ??? S9° 19'1 4"E U Y m 39.27' U +00 141 �-� wLLI N W U) U � 2 \ \ m I c3, a Rc o � � � + 2725 2720 2715 2710 2705 2700 2695 9+25 O N LENGTH RADIUS N oBlock DELTA 2 CHORD LENGTH C1 39.27' 25.00' 25.00' 90'00'00" N80`40'46"E 35.36' C2 39.27' 25.00' K=1+36.52 ??? S9° 19'1 4"E O Y m 39.27' 12 25.00' 13 S80°40'46"W 35.36' C4 39.27' 25.00' 25.00' 90°00'00" - - - - Ec I C5 23.01' 25.00' 12.39' 52°43'43" N61 °45'55"W O C6 241.09' 48.00' I- 287°46'44" SO°42'35"W 56.58' C7 24.78' 25.00' 13.52' 56'48' 10" N65'1 3'18"E 23.78' LID + m m0 LO ' 10 OvS��x F C7 tY w z0�� N cern O >< Lr) 00 OO -- F <�omw� O It d 1) � o � LLJ cn O •-N Oz= w 06 +O O _ 4"t d rn C O N J.-� c4 co � 00 00 +O / F- I NN "+O -) 6 U) �_��=0) CW + p i O I W > F ❑ Y 6"PR -9' N �� N� N rM W ,� N � W Z 6 PIER- 6 "PIRR 6"PIRR • �► ► Q O Y =Of Z=(n % • E_ - TO ----- T - nn. � - _ = n, y�- - -TOP - - - TO€ - - ----T-6E - - - nn• TOE n.� �,y>- -TOp- - - n. - - - - - - - - n. - - - n, y>- , ?a - - S a nn.' n,•y>- - - - - - - - \ �0� �0� TOP- N. �P D F = Z OFFF �0U)<U) �Op Cl: r:( - \ -� T TOE - - TOE z _BOE - - -----TOE- - -TOE- r.- -------��---- TOP TOP - T-', TOP- T@P=---�P= S. LARGE HILL WAY N o D W. COASTAL DRIVE SEE SHEET C-301 EXISTING GROUND PUBLIC ROADWAY 2725 2720 2715 2710 2705 2700 2695 9+25 9+50 NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 2725 2720 2715 2710 2705 2700 O N 2695 14+00 CURVE TABLE O N LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.27' 25.00' 25.00' 90'00'00" N80`40'46"E 35.36' C2 39.27' 25.00' 25.00' 90°00'00" S9° 19'1 4"E O � 39.27' 25.00' 25.00' 90°00'00" S80°40'46"W 35.36' C4 39.27' 25.00' 25.00' 90°00'00" S9° 19'1 4"E 35.36' C5 23.01' 25.00' 12.39' 52°43'43" N61 °45'55"W O C6 241.09' 48.00' I- 287°46'44" SO°42'35"W 56.58' C7 24.78' 25.00' 13.52' 56'48' 10" N65'1 3'18"E 23.78' LID + m m0 LO OvS��x F C7 tY w z0�� N cern O >< Lr) OO F <�omw� O It d 1) � o � LLJ cn O •-N Oz= w 06 +O O _ 4"t d rn C O N J.-� c4 co � 00 00 +O F- LU U O~ H NN "+O "'N �_��=0) CW +O� 2MO O W > F ❑ N �� N� N rM W ,� N � W Z J W CD Q W Q O Y =Of Z=(n Cn o J W Cr 0 D F = Z OFFF �0U)<U) �bj z g N EXISTING GROUND ®� OF ROAD -1.009 -0.50% -- - -- ------- -- ----- 0.40% �� -_ - -1.909; 2.00% -2.009' 1.90% ---- ---- -_ _-_ FINISH GRADE ®� OF ROAD LID 1P r 00 co O � ro O r) (0 CN O I� r- O 0) r- 0) r 0) 00 00 I- 00 M r- 0) I- O O O O O O O O O O O O O O O O O �- I� r r r- r r- r r- � r � r- � r- r- r- � f`11 N N N N N N N N N N N N N N N N N N 9+50 NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 2725 2720 2715 2710 2705 2700 O N 2695 14+00 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.27' 25.00' 25.00' 90'00'00" N80`40'46"E 35.36' C2 39.27' 25.00' 25.00' 90°00'00" S9° 19'1 4"E 35.36' C3 39.27' 25.00' 25.00' 90°00'00" S80°40'46"W 35.36' C4 39.27' 25.00' 25.00' 90°00'00" S9° 19'1 4"E 35.36' C5 23.01' 25.00' 12.39' 52°43'43" N61 °45'55"W 22.20' C6 241.09' 48.00' 35.02' 287°46'44" SO°42'35"W 56.58' C7 24.78' 25.00' 13.52' 56'48' 10" N65'1 3'18"E 23.78' HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET ROADWAY NOTES �i 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709 0 TYPE H2 PEDESTRIAN RAMP ACHD SUPPLEMENT TO ISPWC SD -712H WITH DETECTABLE WARNINGS PER ISPWC SD -712 ® VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709 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 DATE ADA COUNTY HIGHWAY DISTRICT Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B J -U -B ENGINEERS, INC. U z > - Q o co0 co rr O _ M LLl O LLJ 3: p (0 0 Z U N CO 00 }, p ' N =p N � z m U7 - LU O O U7 U m O O LO N m o �' z W J z0 W F - Q Z w m 0 = 0 F- - 0 > J =2U)Q Z O 0 z Q Y ' �a zz , Q Z F -- Cn n- m J co �coOQO L.L. LLI LLJI = G 0z LU a = C) Uj z w 00, F F.- 0 0 U) Q OF W JlY U=F-_g m m0 OvS��x F C7 tY w z0�� zQ��m¢ F Q a W F <�omw� O o � LLJ cn Oz= w z0 WOF�Z� tn2LLOwm � F- LU U O~ H Cr �_��=0) CW (n Z F- O W > F ❑ � W Z J W CD Q W Q O Y =Of Z=(n Cn o J W Cr D F = Z OFFF �0U)<U) �bj z T 0 z W J z0 � 0 = 0 F- - 0 > - Z O 0 z Q Y ' �a zz , Cn n- m J L.L. LLI LLJI = G 0z LU F.- 0 0 U) FILE : 10-18-111C-303 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED: 1/3/2019 SHEET NUMBER: C-303 W Cn s� U W U) O CM CD 97 = U Q) J T 0_ -0 w a) J o W FL W 0 am M � r o rN ��0- O N N N 4 —2708— \ I \ / \\ \\ \\ y h a) N \ /\ + \ \� Lq 0 O \ O r) \ \ 00 \ -- ---- --- -- -$Iflck-- 3 3 2 ------2709---- G� a- N CO CO J P� Lq Lq (-)+ Urn Uc c0 F— °' r(0 2 't 8„ W y 8„ W 00 15+00 LLJ LLI Z w i�vv a \ 8„W � — 09 SS "U CURVE # \ �� U RADIUS TANGENT � U I 0o CHORD LENGTH 00 t— 32.64' 25.00' 00 74°48' 16" N34° 16'40"W \ C2 195.33' 48.00' +00 233°09'19 " +00� _ 85.86' cri +cy)rn 25.00' 19.12' 1v S12°37'43"E 30.37' w LIJ J 4 v G LLJ � LU PV vv a = C) LU H Z, W 0-01 RR� Q OHW�� /> HP 15+79.39 2709.27FG �-03 — ___ U=�Jc7n m 11 E :30.24 AD: -3.3% 12 2725 2720 2715 2710 2705 2700 2695 L0QD L0 r +0o A2711 Block 4 11 W. BRINK STREET PUBLIC ROADWAY ' N `yd o� a Jr NN m YOC l97 \ \�G A xo 6 3 1? v s � \7.36TC K=1 +59.37 14+00 NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14+50 15+00 15+50 16+00 16+50 17+00 17+50 2725 2720 2715 2710 2705 2700 0 N2695 18+00 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 32.64' 25.00' 19.12' 74°48' 16" N34° 16'40"W 30.37' C2 195.33' 48.00' 95.95' 233°09'19 " S66°32'48"W 85.86' C3 100.00' VC 25.00' 19.12' 74°48'16" S12°37'43"E 30.37' w LIJ J EcoOQO G LLJ � LU PV :16+17.29 (2709.44) a = C) LU H Z, W 0-01 Q OHW�� HP 15+79.39 2709.27FG U=�Jc7n m 11 E :30.24 AD: -3.3% Ovi��X �C70 W z0�� N N N � zQ��m¢ n0) t0 +^ `n O N nr- t0 +r c° 0 - N EXISTING GROUND �0�,Z- z <j❑coW� O ®� OF ROAD o�cWA�z0 co — — — — — — — -- — — — — — — — — — — — — — _ 0 w0i—�Z� cn2"OWm 0.40% Lu U O ~ ~ 0:1 FINISH GRADE ®� OF ROAD (n ZEU=ic _2 919, ❑ W % ~ ❑ o ii r rn r 0 00 0 0� I� 0 00 N N 0 N 00 N 0 N 00 N 0 N 0) N 0 N ai 0 N N 00 0 r- N a; 0 r- N r 0 r- N 0 0 r- N L0 0 r- N 0 r - N co LU H = Z O �OcnQCl) 14+00 NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14+50 15+00 15+50 16+00 16+50 17+00 17+50 2725 2720 2715 2710 2705 2700 0 N2695 18+00 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 32.64' 25.00' 19.12' 74°48' 16" N34° 16'40"W 30.37' C2 195.33' 48.00' 95.95' 233°09'19 " S66°32'48"W 85.86' C3 32.64' 25.00' 19.12' 74°48'16" S12°37'43"E 30.37' HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET ROADWAY NOTES �i 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709 0 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709 ® EXISTING POWER POLE. PROTECT IN PLACE 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 DATE ADA COUNTY HIGHWAY DISTRICT 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 (J -U -B J -U -B ENGINEERS, INC. U � � Z > Q o Ir 0 � LU 0LLJ C:) �� co ZU a) 0000 �= o z m U) LU 0 m O 0 Q_ LO N m co ❑� Q �w Z Lu � z0 W Q Z m w (� 0 0- LU p J =gcijU� Z C) z QC/) , CO ZY Qrrz Q Z F COa CO w LIJ J EcoOQO G LLJ � LU V a = C) LU H Z, W 0-01 Q OHW�� U=�Jc7n m 11 E Ovi��X �C70 W z0�� zQ��m¢ �0�,Z- z <j❑coW� O o�cWA�z0 co Oz=�°� w 0 w0i—�Z� cn2"OWm Lu U O ~ ~ 0:1 (n ZEU=ic ❑ W % ~ ❑ Q� W Z J W 0] Q <. O ) Y =of Z ❑ - JW� cn�0-1 co LU H = Z O �OcnQCl) O z T O Z Lu � z0 1L w (� 0 0- LU Z C) z QC/) , CO ZY Qrrz COa CO w LIJ J = G LLJ � LU V FILE: 10-18-111_C-304 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/3/2019 SHEET NUMBER: C-304 W U) s� U w W a ---) Cf) O C_ Cu a = U Q) J T CL m U) (1) J o W CL W C/) am M � r o 0) N N 2715 2710 2705 2700 2695 2690 r= NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. N i + N 0 00 /A/BIo 3 D2 SDMH A4 1 N: 696228.23 E: 2450352.50 RIM: 2697.75 INV IN: 2690.59 12"(NE) oh/ INV IN: 2690.61 12"(E) INV OUT: 2690.59 18"(S) / SUMP: 2688.59 /2.4 LF 18" PVC ® 0.00% o / 128.0 LF 18" PVC ® 0.00% (PERFORATED) D3 'A D4 W. CONTENDER STREET SEE SHEET C-302 / NV I/ SS 0 0- A -7-- / i / LO M / �� CURVE # O RADIUS O DELTA CHORD BEARING O C1 39.22' U -)o a) M OC) I/ • / / .- U SS 25.00' 13.5 LF 12" PVC �, .. • O of 00 r N45°03'25"E 35.06' ` Ld CO + Cr o (0 N N CD C6 —t�- + 0) + 0) o co O t0 w N N / aw 8 �'W =w �0- \ LU N N Q LLJI LU EXISTINC. GROUND ¢N v ) ��^ ® GL OF ROAD zo O U 2715 2710 2705 2700 2695 2690 r= NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. N i + N 0 00 /A/BIo 3 D2 SDMH A4 1 N: 696228.23 E: 2450352.50 RIM: 2697.75 INV IN: 2690.59 12"(NE) oh/ INV IN: 2690.61 12"(E) INV OUT: 2690.59 18"(S) / SUMP: 2688.59 /2.4 LF 18" PVC ® 0.00% o / 128.0 LF 18" PVC ® 0.00% (PERFORATED) D3 'A D4 W. CONTENDER STREET SEE SHEET C-302 / NV I/ SS 0 0- A -7-- / i / LO M / �� o� cli (D1)CB A3 04 (0 STA: 20+34.00 / /;,v�� RIM: 2697.19 12" OUT: 2693.91 (W) SUMP: 2692.91 i Bock 4 i 14 3/ 2 1 2700 S. SLOPE TOP AVENUE PUBLIC ROADWAY �tk 28.8 LF 12" PVC ® 0.22J co it �CV B,Iock 1 - 3 N / ;(n I/ 9 ------ J 4 000, r J J / W. CONTENDER STREET SEE SHEET C-302 I� I� CURVE # LENGTH RADIUS �O ©: r �� 0. DELTA CHORD BEARING CHORD LENGTH C1 39.22' • a) N �� 00 • • � 0 • • u 38.85' 25.00' 13.5 LF 12" PVC �, .. • O of 00 r N45°03'25"E 35.06' o� cli (D1)CB A3 04 (0 STA: 20+34.00 / /;,v�� RIM: 2697.19 12" OUT: 2693.91 (W) SUMP: 2692.91 i Bock 4 i 14 3/ 2 1 2700 S. SLOPE TOP AVENUE PUBLIC ROADWAY �tk 28.8 LF 12" PVC ® 0.22J co it �CV B,Iock 1 - 3 N / ;(n I/ 9 ------ J 4 000, r J J / W. CONTENDER STREET SEE SHEET C-302 I� I� CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.22' 25.00' a) N �� 00 N44°24'06"W 35.32' C2 38.85' 25.00' M O of 00 r N45°03'25"E 35.06' ` CO + Cr o (0 N N CD C6 —t�- + 0) + 0) o co O t0 w N N aw �� �0- \ LU N N Q LLJI LU EXISTINC. GROUND Uj v ) ��^ ® GL OF ROAD zo -2.91 2.00% FINISH GRADE ® � OF ROAD C-900 12" STORM CROSSING 00 EEOD O N Cn r� N IN O LO d 6 N O O o6 �r-z L6 O o O o O o O O 0') O 0') O m n r- r r- n � co O co c0 co O N N N N N N N N N N N N N 18+00 18+50 19+00 19+50 20+00 20+50 21+00 2715 2710 2705 2700 2695 2690 2685 21+50 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.22' 25.00' 24.95' 89`52'58" N44°24'06"W 35.32' C2 38.85' 25.00' 24.58' 89'02'03" N45°03'25"E 35.06' 1 Ir HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET ROADWAY NOTES �i 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709 0 TYPE H2 PEDESTRIAN RAMP ACHD SUPPLEMENT TO ISPWC SD -712H WITH DETECTABLE WARNINGS PER ISPWC SD -712 ® VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709 DRAINAGE NOTES D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC SD -604A D2 48"0 CATCH MANHOLE PER ISPWC SD -611 D3 130'X15'X7' DEEP SEEPAGE BED NO. Al PER ACHD BMP -20'(9 VOLUME 5,460 CF WITH 0.40 ROCK VOID RATIO. FG EL: 2702.6, TOP OF BED EL: 2701.1, BOTTOM OF ROCK EL: 2694.1, BOTTOM OF SAND EL: 2692.6, GWE: LOWER THAN 2683.0 D4 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC e SD -627 c-soz 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 DATE ADA COUNTY HIGHWAY DISTRICT Know m4mrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B J -U -B ENGINEERS, INC. U z, — Q O co I co o Iz O0 -)w O V -CD � 0 zU N 00 00 }, p N =3C) `\' z m U7 — w U7 Q_ m (D O LO N m p � z�z Q z J m =2ULU )Q acoOQO >- LLJ a=z00W OHW-ia m0 OvS�x �c9W zaC90�Lj < z�m¢ ��<, aaZj < LJ OJco or C-,) z0 zP =') �� WO I-� z J tn2iLLOW m Lu U O ~ H -j : Z�uai�� Q pW of�_ W > F ❑ � Q WL J W m Q Q W O Y =ofz Cl) OJ W of a D H = z O �0U)<U) "I— b O z w J z0 of O=Z73 0z < Q Qo C) z CO Q z I— aw �� �0- LU w cn LLJI LU V v ) ��^ r-1 ILI IN Ion FILE : 10-18-111 C-305 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-305 0 Co M U 00 Co LU LU LU 0 Q U J J_ S W C7 W 6 I CO H U w C/) O a 0 U Q — (3) J 6 m D T CL -0 w N J b w CO am T N �o o � N r NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 2710 2705 2700 2695 2690 2685 9+75 W. CONTENDER STREET SEE SHEET C-302 W. CONTENDER STREET SEE SHEET C-302 S. VERGE AVENUE PUBLIC ROADWAY W. VICTORY ROAD SEE SHEET C-307 ill I L-� �I 00 f1 i+25 �I I � l Il I I � I I, fl I li I II I SII I 1 I �i l/ l II I� �1 o 1I P 7 \0) V� I � ill I 11 A- W. W. VICTORY ROAD SEE SHEET C-307 iNmilf] i[si•-1i1 fluace HUM -TI] upXTIN 2710 2705 2700 2695 2690 2685 12+25 CURVE TABLE O W O O OO c0 RADIUS O M DELTA CHORD BEARING CHORD LENGTH C1 39.27' 25.00' 25.00' 90°00'00" N45°39'25"E 35.36' C2 WO 0 +OCA CA N N44°20'35"W 35.36' C3 47.12' 30.00' 30.00' 90°00'00" S44°20'35"E 42.43' C4 47.12' N+O O N O W N + O (0 42.43' v a) 00 00.Z3 CD improvement plans by the District does not relieve the Registered C� a) 5 p N Z W Cl) BY DATE N LU 03 TYPE H2 PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO THE O w - � } z � n 0 m 0 o � j m CV �— c, o w 0 Z O � Z 6" VERTICAL CURB (NO GUTTER) PER ISPWC SD -701A } Q a w z �cnz- 02 z o DRAINAGE NOTES O a LLI 0=?z0 O Ir pz=�8F w 000 00 z ON D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC � HORZ 0 30 60 O O O OC D2 48"0 CATCH MANHOLE PER ISPWC SD -611 W U J = o � 0 af UUj Z o D3 OBSERVATION WELL PER ACRD SUPPLEMENT TO ISPWC o 0, ~ ± (D N >- + CA CkfO7 N (0 N VERT 0 5 10 \ -2.0090 GRADE SCALE IN FEET N w m W Q W FINISH Q OO Y T- z�cn �0 OF ROAD cnQ� Jw� 4H = Z O _ _ 3 b EXISTING GROUND ® OF ROAD -1.90q 2.00% \ C-900 12" STORM DRAIN M 00 N N O O O 00 O O Ln - O O 00 0) o W in d' 4 r7 D O O 0) 0) 0') a) 0) 0) 0) CA 0') r N r N r- N O N t0 N co N c0 N co N c0 N co N t0 N co N iNmilf] i[si•-1i1 fluace HUM -TI] upXTIN 2710 2705 2700 2695 2690 2685 12+25 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.27' 25.00' 25.00' 90°00'00" N45°39'25"E 35.36' C2 39.27' 25.00' 25.00' 90°00'00" N44°20'35"W 35.36' C3 47.12' 30.00' 30.00' 90°00'00" S44°20'35"E 42.43' C4 47.12' 30.00' 30.00' 90°00'00" N45°39'25"E 42.43' (rJ-U-B 7--7-00111F J -U-6 ENGINEERS, INC. Know whas bdo . Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE: 10-18-111C-306 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-306 ROADWAY NOTES z Z_ D ZO IL O= 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO w m < z 00 -0i O co co w o rr 000 Q w w = LU � z Q Street Construction LU LU By stamping and signing the improvement plans, the Registered CO�a Engineer ensures the District that the plans conform to all District 0 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC c7Qz�� � W o w O policies and standards. Variances or waivers must be specifically J w Z v a) 00 00.Z3 CD improvement plans by the District does not relieve the Registered C� a) 5 p N Z mom— Cl) BY DATE Q LU 03 TYPE H2 PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO THE O w - � } z � n 0 m LO o � j m CV �— c, o w 0 Z O � Know whas bdo . Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE: 10-18-111C-306 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-306 ROADWAY NOTES z LU ZO IL O= 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO w m < z cn �- w o ELI z> ISPWC SD -701 Q w w = LU � z Q Street Construction Co LU By stamping and signing the improvement plans, the Registered CoQ (n 0 J LU Engineer ensures the District that the plans conform to all District 0 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC c7Qz�� � W o w O policies and standards. Variances or waivers must be specifically J w LU and previously approved by the District in writing. Acceptance of the W Cn improvement plans by the District does not relieve the Registered = G SD -709A a= Z m w w 0 Cl) BY DATE Q 03 TYPE H2 PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO THE O w - � } z � n m ISPWC SD -712A WITH DETECTABLE WARNINGS PER ISPWC o � j SD -712 �— c, o w 0 Z O 6" VERTICAL CURB (NO GUTTER) PER ISPWC SD -701A } Q a w �cnz- 02 z o DRAINAGE NOTES O a LLI 0=?z0 Ir pz=�8F w z D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC � HORZ 0 30 60 SD -604A :)0 O = Q WOUt J OC D2 48"0 CATCH MANHOLE PER ISPWC SD -611 W U J = o � 0 U)< UUj Z o D3 OBSERVATION WELL PER ACRD SUPPLEMENT TO ISPWC o 0, ~ VERT 0 5 10 SD -627 C 502 e w>o SCALE IN FEET w m W Q W Q OO Y T- z�cn cnQ� Jw� 4H = Z O 7 O co Q cn b Know whas bdo . Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE: 10-18-111C-306 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-306 T O z LU ZO IL O= Ow < z cn �- ELI z> Plans Are Accepted For Public Z z Q Street Construction Co LU By stamping and signing the improvement plans, the Registered CoQ (n 0 J LU Engineer ensures the District that the plans conform to all District J r > policies and standards. Variances or waivers must be specifically J w LU and previously approved by the District in writing. Acceptance of the W Cn improvement plans by the District does not relieve the Registered = G Engineer of these responsibilities. w 0 Cl) BY DATE Q ADA COUNTY HIGHWAY DISTRICT L1J Know whas bdo . Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE: 10-18-111C-306 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-306 p 0 C? U U) U N W Cf) O CM Cu a Q U NJ T a m -o w (1) J o W CL W C/) Q m N co N C. N i I I I I I I I I I I I y f -- O J ___ _ r _ _!= G----- G----= G -c— --- G----- G----�'��-----G-`� ---- G� � �� G ----rt- G �� I G----- G G �,� \C�----- G- � W -G-___ --- G---- G=---- G----- -- �C� G7---- � - - G - _ ---- ---- -- - G- - ---- --- E^ E^ E^— _—ER €" -- €°-----€"-----€P-- i �a \-----—-- ---_�— (-SEP ��EP-----EP.-- EP---- EP—--cE=-----EP— ---E W W----- 2'W ---- 121�-�= 12"W-- -- 12'W- - - 12"W---�- 12"W�---- 12 �- -- 12" ---- 12 ----- 12 - -- 12' 2,>WIt - 12"W- � - 12"W KL s vv _jW / 9g / 9� 9j 9S H (n - - - - - - � �� / C OD � '�� Q NSS- - -- ---- -fir- - -� - �E T - -- ---- TOE TOE o-- ---��� FG g TcF N M �G ,y �q - TOE- - - -0k#P TOE GNP TTE�� - U - _ - - O' - 9g. 0# TOE -FG��� N— TOE FFG 0 N TOE - `� W 1 — — -g 0 — —_— CiP---FG- r _� W ti� moo` �"� \ ,.Q� \ ^^1> g \ g� ��1� \ N ,�/� ^�/��' – _ _ �,;��! ��/� ------------ --- - - -- - -- ----- ---- - -- ---- ---- 2 0 v o I v 1 \ 9 v w Block 2 —+ \ v 8\ I I Block- 2 6 �� IIS `v 3 'll II v W. VICTORY ROAD PUBLIC ROADWAY I I I I I D1 CB B1 N: 696455.57 E: 2450289.06 RIM: 2692.85 — INV OUT: 2689.85 12"(S)- - — — — —_— — — - SUMP: 2688.85'\ — eP 2.2 LF 12" PVC ® 0.50% G G !--- G—\---��---- G G G--- G G--- \_ G — ----- G�---- �— _� — G— -- G — ---- G _ _ FP FP — — — — — EF —]�kP — — — — — FP ►t n - W 12W — — — — 12"W----- 12"W----- 12"W----- 12"W--- - I2"W w M `G�9� \ 5� G �� 92 9� 9� 9� 97 Q / - g F., r FC sr0 FC 92 i c�`c 66 cmc S� �`G' •s� IJj O 90C? � FG 15 o NOJ W rn N E 04 _ FG Q -H P_ -tt'� g N. W — — — w U) NOTES TO CONTRACTOR 1 HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 48.0 LF 18" PVC ® 0.00% D4 — - 5.0 LF 18" PVC ® 0.00 6 SDMH B1 D2 N: 696450.34 E: 2450288.98 RIM: 2693.45 INV IN: 2689.82 12"(N) INV IN: 2689.82 12"(W) S. VERGE AVENUE SEE SHEET C-306 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. INV OUT: 2688.40 18"(E) SUMP: 2686.40 84.3 LF 12" PVC ® 1.72% Block 1 Block 1 3 4 2 6" PIRR CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 47.12' 30.00' 30.00' 90°00'00" S44°20'35"E 42.43' C2 47.12' 30.00' 30.00' 90°00'00" S45°39'25"W 42.43' a � 2U C/)0 LLLI \ r / LU U) = G II LU 0 5 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 47.12' 30.00' 30.00' 90°00'00" S44°20'35"E 42.43' C2 47.12' 30.00' 30.00' 90°00'00" S45°39'25"W 42.43' ROADWAY NOTES �i 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709 0 SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD ROADWAY NOTE 5 ON SHEET C-002 ALSO PER ACHD SUPPLEMENT TO ISPWC SD -809 AND ISPWC SD -301. MATCH EXISTING DRAINAGE NOTES D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC SD -604A D2 48"0 CATCH MANHOLE PER ISPWC SD -611 D3 50'X7'X6' DEEP SEEPAGE BED NO. Al PER ACHD BMP -20, e VOLUME 5,460 CF WITH 0.40 ROCK VOID RATIO. c-soz FG EL: 2692.4, TOP OF BED EL: 2684.90, BOTTOM OF ROCK EL: 2683.40, BOTTOM OF SAND EL: 2679.00, GWE: LOWER THAN 2679.00 D4 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD -627 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 DATE ADA COUNTY HIGHWAY DISTRICT Know m4mrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B J -U -B ENGINEERS, INC. U z > Q o 0 � rr O co LLl 0 p O (0 0 z v N 000 00 }, p ' N =3C) `\' zmC/)— LU'^ O ) VU W (D 0 Ln N m U) p � Q z J m =2ULU )Q EcooQo >- W 0 LU a 2 z m W O t W J � 0 =) Z� (J) �¢m° 0 C'i x �C7a w zO�J z< �� <, �aaZm¢ j <?�p[oW OJor ��z0 Oz=(0)� W 0i-�J U) LL '0 wZm LU U O ~ H i_��� ��p3:= ZuwiF-)� Q LJ 02 w> �❑ L'L' z� J W Q Q W O Y =�z Cn(If J W a I 2 z O �0U)<U) z U) 0= wa C�0 W0 \ /— 0 !Y 0 �- m z 0-o a � 2U C/)0 LLLI \ r / LU U) = G II LU 0 IN on FILE: 10-18-111_C-307 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-307 I Co U 6 LU LU LU _ 0 J J_ LU c� ❑ w 6 M D (n U a(5 w --) U O C = (D 0 - co m D T d m _0 w O J_ O w w Qm NCY) 0000 0 T N 0 N N 9+75 h 2715 2710 2705 2700 2695 2690 2685 2675 / �[ V-�- HORZG1 ---- G--—G----GG — G GG-- G— EP----- EP-- EXISTING 12" W G G — G G -- — GG----- GG--- --G — G---� — G---� — G - L6 "W--- — 12"W----- 12"W----- 12"W---- 2"W— 12"W--- 12"W--- — 1"N — 12„W----- 12"W-----�2"W----- 12"W----- 12"W U 0 LLJ SSWR 1(S1)+0O 12+00 13+00 N SSWR 2 14+00 15+00 Z X: N I—d3 8 S6 - - -- ---- P --- --- EP- - ---- ----- -- - - - � EXIST. SSMH 8 S2 ----------------- ------------- — 0' — --- r7_68— UT/� ---------- ---- =w ei OHP' _ — — — — — P —TOE — — aH TOE TOE TOE TOETOE TOE TOE W T -- --- �� ----HST Lq --- --0---- --0H'-- —--- —04P -- C�?P �fn TOP To7— TOE I � -4 �� la �� TOP Top TOE TOP TOP TOE TOp \ \ \ TOE O \ \ \ \ SEWER LINE A W. VICTORY ROAD — — — — — — — — — — — — — — — — 6"PAPP - r 9 8 n� 0 30 60 VERT 0 5 10 SCALE IN FEET 2670- 9+75 NOTES TO CONTRACTOR 10+00 10+50 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 Q (rJ-U-B J -U -B ENGINEERS, INC. U C�tfEP,IDIAN* APPROVED FOR T LU z > IDAHO CONSTRUCTION O Q O C/)O 2690 compliance with Meridian City Standards and Specifications. co co 0 12L O 07 (\E LU —Q T O O r'_0 O Q z LU EXISTING GROUND ® OF SEWER � > Z U --- -------------- -- -------- (D 5 C) N z co U) writing by the City. Any proposed revision to these plans must be EXISTING 12" WATER LU LU 1-- 0 0 m U) 0_ 2680 O O C) Name Date N m Q (Uj `J w 3^: 2675 w /�LLI vJ 295.0 LF 8" ®0.41 SSWR 2 STA: 13+72.49, 0.00' RIM: 2704.88 8” IN: 2681.26 (E) 8" OUT: 2681.16 (W) 295.0 LF 8" ® 0.41% 67.5 LF 8" ® 0.39% EXIST. SSMH 8 SSWR 1 STA: 10+72.49, 0.00' RIM: 2709.62 8" IN: 2679.93 (E) 8" OUT: 2679.83 (W) STA: 10+00.00, 0.00' RIM: 2710.70 10" IN: 2679.39 (S) 8" IN: 2679.55 (E) 12" OUT: 2679.22 (N) 2670- 9+75 NOTES TO CONTRACTOR 10+00 10+50 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 Q (rJ-U-B J -U -B ENGINEERS, INC. U C�tfEP,IDIAN* APPROVED FOR T LU z > IDAHO CONSTRUCTION O Q O C/)O 2690 compliance with Meridian City Standards and Specifications. co co 0 12L O 07 (\E LU —Q T O O r'_0 O Q z LU laws, rules, regulations, ordinances, development agreements, > Z U a) 00 00 � (D (D 5 C) N z co U) writing by the City. Any proposed revision to these plans must be LU LU LU 1-- 0 0 m U) 0_ 2680 O O C) Name Date N m Q (Uj `J w 3^: U SEWER KEYED NOTES C) Z� Z ¢ Z J m = 2 LU C5 U s1 60"0 SEWER MANHOLE PER ISPWC SD -503 ¢ z � �U)O¢O >- W U w S2 FIELD LOCATE AND CONNECT TO EXISTING PIPE. CONTRACTOR TO 101- = Z m w �w�o� VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY c ❑ J � ENGINEER OF ANY DISCREPANCIES. o < o m �0 W ?O W z<�am¢ E w 2715 ��omw� z0 oz=Cc) WO�HHJ U H r JCS❑�O 2710 < - LU U, <❑w��� W �❑ ��wz wm <W0U)Y =cr�z❑CO Cf) Of Jwof CC LU 2705 = z o � 0 U) < U) 2700 2695 C�tfEP,IDIAN* APPROVED FOR T LU IDAHO CONSTRUCTION O OO Cc These plans and/or specifications have been reviewed for 0 2690 compliance with Meridian City Standards and Specifications. z O 0 This review does not relieve the owner, engineer, of contractor O = z of the responsibility to design and/or construct those facilities in —Q Q Q compliance with all current applicable federal, state and local Q z LU laws, rules, regulations, ordinances, development agreements, > Q z specifications, orders of approvals, all of which the City retains J n J 2685 the right to enforce. Inconsistencies not noted by City staff shall 0 z not be construed as approved unless specifically addressed in m Q GECc writing by the City. Any proposed revision to these plans must be _ LU LU 1-- submitted for review and compliance with the Meridian City 0 j LU Standards and Specifications before said revision is constructed. J 2680 =� w C) Name Date = G z Q (Uj `J w 3^: 2675 w /�LLI vJ 2670 15+50 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 FILE : 10-18-111 C-401 JUB PROJ. # :10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-401 OI z I4 MI m D 7 U) s� U (0 W a � Cf) O C M rua_= U Q) J m D T d -O W 2 J_ 6 LL CL W Cn am N M rp r o r N 0 N N O<% 03 -- �-- �U --—EP---_—EP-- 4"_ --- EP_ — _—EP--—EP-- 12"W----- 12"W -- — 12 12"W---- 12"W- 0 Iw JW 16+00 I S1 SSWR 3 17+00 =w E I -- -- -- -- -- -- -- - -- -- -- -- -- -- --- -- -- -- -- -- -- E- EXISTING 12" W EP –� zW5 e O (:;o O W3 W4 �— EP--__— EP----- EP---__ EP—_-- _— -- EP — — —— EP--/ �— EP —— —— —— — —J — — — o + � — — 2„W — — — 12"W — — "W — E 2" C-4 U 2' W 1'2"W -- 2"W 12"W 1 2"W -- 18+ �N ----T E _---- TOE --�-- TOE 180' --- —�/ ------TOE— -- TOE .. —TOE---- — Him T H� _ _ }#� — — — —G4P— — 01� P— — -9ki Rl T- O 1 PxAII011 Wi1.1 1►•>MI$] a-II&I iL-U'C 1►��:17 QN191 2675 1 NOTES TO CONTRACTOR --------- - - - I -- oy�-----1 --------------------- �,> ,, 6"PIRR 6"PIRR PIRR 6 PIRR I 7 Co o UU`) - � o I I 7 I I I 0 Block 2 3 SEWER LINE A W. VICTORY ROAD E _ OVp r— — — — — — — — — — — — — j II I U I "PIRR i11 1 II 11 l I II I II I I 11 I I' 2 I I N 00 SEWER LINE E SEE SHEET C-403 I Block 1 2 I I HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. �Afflj 01011 2700 44461 01*191 4-T-191 2675 J CJ -U -B i J -U -B ENGINEERS, INC. U z > Q M o I co rr O_ 0-)W O p C) (0 0 (\ zU N 00 00 }, p N =3C) `\' z m U7 — LU C/jai O U) CL mi (D O LO N m SEWER KEYED NOTES I co FINISH GROUND ® CE OF PIPE Q w s1 60"0 SEWER MANHOLE PER ISPWC SD -503 z m O =gcU� ij 52 48"0 SEWER MANHOLE PER ISPWC SD -501 E co o a o 1- W U W H a = Z m W WATER KEYED NOTES ° 0, W J = =')� U pZ H� z O g C9 W1 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 2 o U-;> = ON SHEET C-002 z o w2 8" GATE VALVE PER COM SD—W1 1 Z ~ Q aw aCn(YCnZJ w3 O, EXISTING GROUND ® OF PIPE o � z Q z o w4 12" GATE VALVE PER COM SD–W1 1 oZ=�°� W °Z J w5 CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO FIELD �2o°�Q W O (n J VERIFY LOCATION, SIZE, AND ELEVATION PRIOR TO °~ ~ EXISTING 12" WATER z - o ? o J n J right enforce. not noted staff shall Q pW °_ z W % ~ ❑ (Y W Z not be construed as approved unless specifically addressed in J W C� Q Ly Q 0z IZ QWOCO =IrZ=)CO Cn ()f _j W Cr W LU 1- submitted for review and compliance with the Meridian City DI = Z O 0 295.0 LF 8" ® 0.41 % Standards and Specifications before said revision is constructed. J ® 0.41 % �W >� W Name Date 337.8 LF 8" = G z W SSWR 3 STA: 16+72.49, 0.00' RIM: 0 68 8" IN:: 2 2682.59 (E) 8" OUT: 2682.49 (W) 0 CcW SSWR 4 STA: 20+15.26, 0.00' RIM: 2694.16 8” IN: 2684.10 (S) 8" IN: 2684.10 (E) 8" OUT: 2684.00 (W) 5+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+C 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. �Afflj 01011 2700 44461 01*191 4-T-191 2675 J CJ -U -B i J -U -B ENGINEERS, INC. U z > Q M o I co rr O_ 0-)W O p C) (0 0 (\ zU N 00 00 }, p N =3C) `\' z m U7 — LU C/jai O U) CL mi (D O LO N m SEWER KEYED NOTES I co `p C,(E IDIAN* APPROVED FOR Q w s1 60"0 SEWER MANHOLE PER ISPWC SD -503 z m O =gcU� ij 52 48"0 SEWER MANHOLE PER ISPWC SD -501 E co o a o 1- W U W H a = Z m W WATER KEYED NOTES ° 0, W J = =')� U pZ H� z O g C9 W1 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 2 o U-;> = ON SHEET C-002 z o w2 8" GATE VALVE PER COM SD—W1 1 Z ~ Q aw aCn(YCnZJ w3 O, 12"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 o � z Q z o w4 12" GATE VALVE PER COM SD–W1 1 oZ=�°� W °Z J w5 CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO FIELD �2o°�Q W O (n J VERIFY LOCATION, SIZE, AND ELEVATION PRIOR TO °~ ~ CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. z - o ? o J n J right enforce. not noted staff shall Q pW °_ z W % ~ ❑ (Y W Z not be construed as approved unless specifically addressed in J W C� Q Ly Q 0z IZ QWOCO =IrZ=)CO Cn ()f _j W Cr W LU 1- submitted for review and compliance with the Meridian City DI = Z O 0 -�OcnQcn `p C,(E IDIAN* APPROVED FOR '— W u IDAHQ CONSTRUCTION O O These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. z O 0 This review does not relieve the owner, engineer, of contractor O = z of the responsibility to design and/or construct those facilities in — Q Q Q compliance with all current applicable federal, state and local � 0 z W laws, rules, regulations, ordinances, development agreements, Q z specifications, orders of approvals, all of which the City retains the to Inconsistencies by City 0 J n J right enforce. not noted staff shall z not be construed as approved unless specifically addressed in m Q 0z IZ writing by the City. Any proposed revision to these plans must be — W LU 1- submitted for review and compliance with the Meridian City 0 j Standards and Specifications before said revision is constructed. J �W >� W Name Date = G z W Q 0 CcW 0 W W Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE : 10-18-111 C-402 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE I N. in INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-402 a 0 W m u)U u) w Cf) O c_ cDa = U Q) J T a m -o w 2 J_ 6 W CL w am Mco co co o r r N 0 N N o I0 FINISH GRADE ® � OF SEWER FINISH GRADE J -- - ------------- EXISTING GROUND ® (� OF SEWER ----------- 7, pN— -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- O O OW 0= z0 O SSWR 5 STA: 23+29.87, 0.00' RIM: 2691.56 8" IN: 2685.49 (E) 8" OUT: 2685.39 (W) +� I I 04 G — _ EP ---_ -- G—G�-- EXISTING 8" W G—� --- G — G G — — — — G — G -- G— -- GG I r Qa oz m Q I,�j --- `--- ----- -- -- ---- –--- W J EXISTING GROUND WZ — 12"W— ---- 12"W— --- 12'W— 12"W — 12"W — — — — 12 W Z (n ® � OF SEWER _ = G z Cf) LJ 48" MIN S1 SSWR 5 N 00 W 22+00+ 8" WATER 23+50 — — — — — — — — — — — — — – ---- -- s – EP-- – EP — — — — — — TOE TOE T TOE — --- -----U H2---- O ­O-��P-----4bP-- ---0-HP O STA: 10+00.00, 0.00' RIM: 2700.26 d01 2700 2695 2690 2685 2680 2675 21+00 - - - - - - - - - - - -Block 2- - - - - - - - - - - - Q 1 "PIRR 6"PIRR 6"PIRR I I 3 Block 1 5 R 1 a SEWER LINE A W. VICTORY ROAD NOTES TO CONTRACTOR 42=i] 00=il1] 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 0z&1i] f Ajmift HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2705 2700 2700 2695 2695 2690 2690 2685 2685 2680 2680 2675 23+50 2675 9+75 SEWER LINE B SEE SHEET C-404 I CNA 00 O N I .,,. SEWER LINE B SEE SHEET C-404 W O r<i Block 2 2 iilSiI�7 8V205.4 LF 8" W Block 1 2 SEWER LINE E S. VERGE AVENUE 8"SS SEWER LINEA SEWER LINE E l(JUS Z SEWER LINE A C-401 C-402 o C-403 SEE SHEET C-402 I I U EWE LIN B J -U -B ENGINEERS, INC. IC �Fb C-405 z a; d - I ill I �C Q o rr p ' l I o LU pTo CCOO�p _ N � �"W �U 00z Zva) 00 _ J G p= `� Fp W z m C/)SEWER LINE B ST�F LU Cn cpn 0 c� I I =) U-) m I N J I , 12� 12 �51 1 SSWR 4 SSS\ONAL / W5 W1 �W2 w3 I INDEX MAP 11 04 'T' I r P W4 �fq E. pRv�� I Iii � II I I I I m OHP I I l i I I SEWER LINE A SEE THIS SHEET 1 ` FINISH GRADE ® � OF SEWER FINISH GRADE J -- - ------------- EXISTING GROUND ® (� OF SEWER ----------- 7, -------------- 309.6 LF 8" ® 0.41 % EXISTING 12" WATER Iz 0- - z0 = 0 OW 0= z0 O SSWR 5 STA: 23+29.87, 0.00' RIM: 2691.56 8" IN: 2685.49 (E) 8" OUT: 2685.39 (W) Q c� z Q > Qa oz m Q W W 0�z (J) _ W J EXISTING GROUND NOTES TO CONTRACTOR 42=i] 00=il1] 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 0z&1i] f Ajmift HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2705 2700 2700 2695 2695 2690 2690 2685 2685 2680 2680 2675 23+50 2675 9+75 SEWER LINE B SEE SHEET C-404 I CNA 00 O N I .,,. SEWER LINE B SEE SHEET C-404 W O r<i Block 2 2 iilSiI�7 8V205.4 LF 8" W Block 1 2 SEWER LINE E S. VERGE AVENUE 8"SS SEWER LINEA SEWER LINE E l(JUS Z SEWER LINE A C-401 C-402 o C-403 SEE SHEET C-402 I I U EWE LIN B J -U -B ENGINEERS, INC. IC �Fb C-405 z a; d - I ill I �C Q o rr p ' l I o LU pTo CCOO�p _ N � �"W �U 00z Zva) 00 _ J G p= `� Fp W z m C/)SEWER LINE B ST�F LU Cn cpn 0 c� I I =) U-) m I N J I , 12� 12 �51 1 SSWR 4 SSS\ONAL / W5 W1 �W2 w3 I INDEX MAP 11 04 'T' I r P W4 �fq E. pRv�� I Iii � II I I I I m OHP I I l i I I SEWER LINE A SEE THIS SHEET 1 ` FINISH GRADE J T ® � OF SEWER O z Iz 0- - z0 = 0 OW 0= z0 Q c� z Q > Qa oz m Q W W 0�z (J) _ W J EXISTING GROUND Q> W rr ==JwW ® � OF SEWER _ = G z Cf) Uj 48" MIN 0 W Uj 8" WATER ��W//I� v! 198.5 LF 8" ® 1.00 SSWR 6 ' STA: 10+00.00, 0.00' RIM: 2700.26 8" IN: 2686.23 (W) 8" IN: 2686.23 (E) 8" OUT: 2686.13 (N) SSWR 4 STA: 12+03.00, 0.00' RIM: 2694.16 8" IN: 2684.10 (S) 8" IN: 2684.10 (E) 8" OUT: 2684.00 (W) Telleb] iFIX& 7 i MYi141 i CM -1i1 2705 2700 2695 2690 2685 2680 2675 12+00 12+25 SEWER KEYED NOTES s1 48"0 SEWER MANHOLE PER ISPWC SD -501 WATER KEYED NOTES w1 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C-002 w2 8" GATE VALVE PER COM SD—W1 1 w3 12"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 w4 12" GATE VALVE PER COM SD—W11 w5 CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. w6 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 C-/(fERIDIANI APPROVED FOR IDAHQ 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 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 Date Know wlltat"s below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES o Q Z J m Uj =gcoQ �cnQOQO >-W UwH a=z00w OHwJa Z �(n � <E 0 OvS3x �c9a w zO�J z<�am¢ �c�<,,Z <� �0Eo OJU=z0 OZ=��� IIJ�I-�ZJ U)��Owm yj U O ~ H ��a� _j0��0 Z� n:-:) '= Q Lw I_ w> ;❑ �aw;>z J W m Q QW �0-cnY = a Z D — C/)J w � Cr H = Z O O cn Q cn �a FILE: 10-18-111_C-403 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-403 W J T I_ O z Iz 0- - z0 = 0 OW 0= z0 Q c� z Q > Qa oz m Q W W 0�z (J) _ W J Q> W rr ==JwW 0W = G z Cf) Uj 0 W Uj ��W//I� v! �a FILE: 10-18-111_C-403 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-403 W I4 W MI m D 7 U) s U (0 W a � Cf) O C M Q) a_ = U Q) J m D T d -o w 2 J_ 6 W CL W Cn am M OD M OD r o r N 0 N N NOTES TO CONTRACTOR 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. SEWER LINE C SEE SHEET C-406 C, / / I 0 1 Bloc///I k 2 / OD 13 I � o 11+00 // S1 SSWR 18 v W1 CO 8"W 168.1 LF 8" W� ,j,,�, W Block 2 4 12+00 �1 8"SS o 0 8"W 173.6 LF 8" W o , o W /Block 3 I >�/5 , I I Ico I I � / I I 00zU / Li I o I 1 i SEWER LINE C SEE SHEET C-407 SEWER LINE B S. LARGE HILL WAY 2720 2715 2710 2705 2700 2695 2690 2685 STA: 13+08 LEN: 37' / INV: 98.3 W6 +00 SSWR�7 S1 W4 ' 00 . W1 � � 5 HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2680-1- 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 2720 2715 2710 2705 2700 2695 2690 2685 2680 13+50 C-401 CJ -U -B J -U -B ENGINEERS, INC. U Z > Q o 0 rr oI co LUOLLJ 3: p 0 z 0 a) 0000 0 }, p N =p N � z m U7 — LU C/jQj o U) D_ m O O Ln N m SEWER KEYED NOTES '- Q w s1 48"0 SEWER MANHOLE PER ISPWC SD -501 z m O 0 These plans and/or specifications have been reviewed for =gcijU� 52 EXISTING GROUND 2% MIN. SLOPE PER E � o a o 1 /� ---- ------ — — — — This review does not relieve the owner, engineer, of contractor ® OF SEWER O = z L¢�m° w1 POTABLE/NON-POTABLE MAIN CROSSING _ Oco"S��x o xW compliance with all current applicable federal, state and local ON SHEET C-002 c��--� Z Q m Q CD w2 8" GATE VALVE PER COM SD -W1 1 o m w w3 8"x8" CROSS WITH THRUST BLOCK PER ISPWC SD -403 oQW:?,0 o Z = W4 45• ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w0�—'J � 2 o ° Q z Lu 0 Cf) � U w5 2" BLOW -OFF ASSEMBLY PER CITY 48" MIN = o 0 _ writing by the City. Any proposed revision to these plans must be < - Uj w6 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 Q w w o _ FINISH GRADE j LU Standards and Specifications before said revision is constructed. w>��o CY W Z ® CL OF SEWER J WCD Q W 0 Name Date Q O Y =d'Z�(n 0 z 154.0 LF 8" ® 1.909; Cn J W Cr W Q DI 2 Z O SSWR 8 0 W STA: 11+55.10, 0.00' W RIM: 2707.95 8" IN: 2698.38 (NW) 8" IN: 2698.38 (SE) 8" OUT: 2698.28 (NE) SSWR 7 STA: 13+13.06, 0.00' RIM: 2703.58 8" IN: 2695.28 (SW) 8" OUT: 2695.18 (E) 2680-1- 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 2720 2715 2710 2705 2700 2695 2690 2685 2680 13+50 C-401 CJ -U -B J -U -B ENGINEERS, INC. U Z > Q o 0 rr oI co LUOLLJ 3: p 0 z 0 a) 0000 0 }, p N =p N � z m U7 — LU C/jQj o U) D_ m O O Ln N m SEWER KEYED NOTES C�,(fER,1DIAN- APPROVED FOR '- Q w s1 48"0 SEWER MANHOLE PER ISPWC SD -501 z m O 0 These plans and/or specifications have been reviewed for =gcijU� 52 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER E � o a o ISPWC SD -51 1 A. MARK PER COM SD-SW3 H >-WUWa = z 00, W WATER KEYED NOTES This review does not relieve the owner, engineer, of contractor OHW� "z ~ J 7 Z� O = z L¢�m° w1 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 Oco"S��x o xW compliance with all current applicable federal, state and local ON SHEET C-002 c��--� Z Q m Q CD w2 8" GATE VALVE PER COM SD -W1 1 o m w w3 8"x8" CROSS WITH THRUST BLOCK PER ISPWC SD -403 oQW:?,0 o Z = W4 45• ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w0�—'J � 2 o ° Q z Lu 0 Cf) � U w5 2" BLOW -OFF ASSEMBLY PER CITY OF MERIDIAN SD-W1,30J = o 0 Cc writing by the City. Any proposed revision to these plans must be < - Uj w6 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 Q w w o 0 j LU Standards and Specifications before said revision is constructed. w>��o CY W Z J WCD Q W 0 Name Date Q O Y =d'Z�(n z Cn J W Cr W Q DI 2 Z O _�OcnQcn C�,(fER,1DIAN- APPROVED FOR '- W u IDAHQ CONSTRUCTION O O 0 These plans and/or specifications have been reviewed for z i1 compliance with Meridian City Standards and Specifications. z O 0 This review does not relieve the owner, engineer, of contractor O = z of the responsibility to design and/or construct those facilities in— F Q Q CO compliance with all current applicable federal, state and local 0 z W laws, rules, regulations, ordinances, development agreements, > Q z specifications, orders of approvals, all of which the City retains the to Inconsistencies by City 0 J W J right enforce. not noted staff shall z not be construed as approved unless specifically addressed in m Q0z Cc writing by the City. Any proposed revision to these plans must be — W W 1— submitted for review and compliance with the Meridian City 0 j LU Standards and Specifications before said revision is constructed. W 0 Name Date = z W Q 0 W W W Know mmars below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE : 10-18-111 C-404 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE I N. in INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-404 W MI U) s U (0 w a ---) Cf) O C M 0a_ = U Q) J m T d -0 w (1) J o w CL w am ch % M � r o 0') N 0 O O 6— U-) O +� M I r V I � I w LL1 3: Z ( J W =W IH N Q `Xfto] 401-11 1► D111 4*151 2680 13+50 SEWER LINE E SEE SHEET C-403 STA: 13+73 LEN: 45' S2 INV: 696.2 SEWER LINE D SEE SHEET C-408 W. COASTAL DRIVE PUBLIC ROADWAY NOTES TO CONTRACTOR 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 CJ -U -B J -U -B ENGINEERS, INC. U SEWER KEYED NOTES Z_ > W u 12" C-900 STORM DRAIN Q o O OOCc O o These plans and/or specifications have been reviewed for co w rr �I = w w v m 0 FINISH GRADE 3:p O (0 0 LLJ Q CO compliance with all current applicable federal, state and local 0 0 OF SEWER 00 }, 18" MIN Q z 2695 48" N IN z m Cn d LU C/j0 EXISTING GROUND by the City. Any proposed revision to these plans must be — m U 0 — Q 2690 O 0 (� OF SEWER 07 12" C-900 STORM DRAIN m m = G z �2Q3 �F 8" LU Q 8" WATER 2685 w1 POTABLE/NON–POTABLE MAIN CROSSING SEE WATER NOTE 2 O(n�jo ') �:-) z o - � U W W W ON SHEET C-002 Z E m Q 125.1 LF 8" ® 0.65% I'<§ cnZ, < � o m w or Z 0 0 LTJ 158.2 LF 8- 0 0.45% I HORZ 0 30 60 3 ON SHEET C-002 o J ww� z 0 u) SSWR 6 SSWR 13 w3 8" GATE VALVE PER COM SD–W1 1 STA: 14+37.39, 0.00' > � STA: 15+99.63, 0.00' SSWR 14 RIM: 2700.26 w4 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 RIM: 2697.17 STA: 17+28.69, 0.00' 8" IN: 2686.23 (W) 8" IN: 2687.06 (E) RIM: 2694.71 0 j 8" IN: 2686.23 (E) 8" IN: 2687.06 (S) 8" OUT: 2687.90 (W) 8" OUT: 2686.13 (N) w5 11.25* ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 Q 0 � � O E � =' 8" OUT: 2686.96 (W) w 0 CONNECT TO EXISTING 8" WATER LINE, REMOVE TEMPORARYw Z C > = O NOTES TO CONTRACTOR 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 CJ -U -B J -U -B ENGINEERS, INC. U SEWER KEYED NOTES Z_ > W u Q o O OOCc O o These plans and/or specifications have been reviewed for co w rr �I = w w v m 0 LU0 3:p O (0 0 LLJ Q CO compliance with all current applicable federal, state and local 0 z 00 }, 00 p Q z 2695 52 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER � o a o J n J z m Cn d LU C/j0 a = z m W by the City. Any proposed revision to these plans must be — m U 0 — Q 2690 O O 07 N m m = G z LU Q 1►XfN] 2705 SEWER KEYED NOTES p 1 C`�✓ E 1D1ANAPPROVED FOR '— W u o IDAHO CONSTRUCTION OOCc O 2700 These plans and/or specifications have been reviewed for w s1 48"0 SEWER MANHOLE PER ISPWC SD -501 = w w v m 0 This review does not relieve the owner, engineer, of contractor O = z 0 — Q Q CO compliance with all current applicable federal, state and local 0 z W laws, rules, regulations, ordinances, development agreements, Q z 2695 52 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER � o a o J n J the right to enforce. Inconsistencies not noted by City staff shall 0 z d m Q0z ISPWC SD -51 1 A. MARK PER COM SD–SW3 a = z m W by the City. Any proposed revision to these plans must be — W W 1—Standards submitted for review and compliance with the Meridian City 0 — Q 2690 WATER KEYED NOTES OHw�� � Q E m o 07 _j =� Lij m = G z LU Q 2685 w1 POTABLE/NON–POTABLE MAIN CROSSING SEE WATER NOTE 2 O(n�jo ') �:-) z o - � U W W W ON SHEET C-002 Z E m Q w2 POTABLE/NON–POTABLE SERVICE CROSSING SEE WATER NOTE I'<§ cnZ, < � o m w or Z 0 HORZ 0 30 60 3 ON SHEET C-002 o J ww� z 0 u) w3 8" GATE VALVE PER COM SD–W1 1 Zw�o� W ° Z J > � z ° w4 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 �n�Owm :0=�Q W o CO Cr VERT 0 5 10 0 j SCALE IN FEET w5 11.25* ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 Q 0 � � O E � =' w 0 CONNECT TO EXISTING 8" WATER LINE, REMOVE TEMPORARYw Z C > = O ws BLOW–OFF. CONTRACTOR TO VERIFY LOCATION, ELEVATIONS 0� w m 3:Z AND PIPE SIZES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER UJ CO y OF ANY DISCREPENCIES. = Ir o w CO w7 3/4" DOUBLE SERVICE CONNECTION PER COM SD–W3 = = z o_T �0U)<Lo o 1►XfN] 2705 p 1 C`�✓ E 1D1ANAPPROVED FOR '— W u IDAHO CONSTRUCTION OOCc O 2700 These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. z O 0 This review does not relieve the owner, engineer, of contractor O = z of the responsibility to design and/or construct those facilities in — Q Q CO compliance with all current applicable federal, state and local 0 z W laws, rules, regulations, ordinances, development agreements, Q z 2695 specifications, orders of approvals, all of which the City retains J n J the right to enforce. Inconsistencies not noted by City staff shall 0 z not be construed as approved unless specifically addressed in m Q0z Ccwriting by the City. Any proposed revision to these plans must be — W W 1—Standards submitted for review and compliance with the Meridian City 0 — Q W 2690 and Specifications before said revision is constructed. E 07 _j =� Lij Name Date = G z LU Q 2685 0 W W W 2680 17+75 Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES FILE : 10-18-111 C-405 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-405 W MI U) s� U (0 w a � Cf) O C = 0a = U Q) J m T a m -0 w (1) J o W CL W am v r o 0') N 0 STA: 9+93 S2 LEN: 61' INV: 4.3 STA: 10+00 S2 LEN: 35' INV: 3.2 2715 2710 2705 2700 2690 9+75 6 " P I R R 6"PIRR Y SEWER LINE C W. BRINK COURT SEWER LINE B SEE SHEET C-404 SEWER LINE B SEE SHEET C-404 Block 3 \\ I �5 STA: 14+1 S2 LEN: 45' INV: 2.3 � I \ I s O O IO U-)0 O 8 +� � I I � U - I apssW 331.8 LF 8" W Z N J - = W -- -- - W H N Q � I I STA: 14+13 S2 LEN: 35' I INV: 2.6 \FG` --EG_ I I I I HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET NOTES TO CONTRACTOR 10+00 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 2715 2710 CJ -U -B J -U -B ENGINEERS, INC. U EXISTING GROUND > Q o 0 ® (L' OF SEWER o co � LU O p O (0 0 ZU a) 00 = CO o .� — — — — — — — — — — — — — — — — — — — — — z \r Cn LUO U7 48" MIN FINISH GRADE O O N ®� OF SEWER 90.6 LF 8" ® 0.62% 46.8 LF 8" ®0.42% 1 8" WATER 191.3 LF 8" ® 1.46% SSWR 11 SSWR 9 STA: 11+45.37, 0.00' O 352.4 LF 8" @ STA: 9+99.99, 0.00' R RIM: 2709.09 RIM: 2710.36 8" IN: 2701.34 (W) 4" IN: 2702.57 (W) 4" IN: 2701.67 (NE) 8" OUT: 2702.24 (E) 8" OUT: 2701.24 (SE) SSWR 10 SSWR 8 STA: 10+94.54, 0.00' STA: 13+40.63, 0.00' RIM: 2709.37 RIM: 2707.958" 8" IN: 2701.65 (W) IN: 2698.38 (NW) 4" IN: 2701.99 (N) 8" IN: 2698.38 (SE) 8" OUT: 2701.55 (E) 8" OUT: 2698.28 (NE) NOTES TO CONTRACTOR 10+00 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 2715 2710 CJ -U -B J -U -B ENGINEERS, INC. U Z — > Q o 0 rr o co � LU O p O (0 0 ZU a) 00 = CO o .� !� V =3C) CV z m Cn LUO U7 m U O O N m SEWER KEYED NOTES s1 48"0 SEWER MANHOLE PER ISPWC SD -501 52 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC SD -51 1 A. MARK PER COM SD—SW3 WATER KEYED NOTES w1 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C-002 w2 POTABLE/NON—POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C-002 W3 FIRE HYDRANT ASSEMBLY PER COM SD—W8 w4 8" GATE VALVE PER COM SD—W1 1 w5 8"x8" CROSS WITH THRUST BLOCK PER ISPWC SD -403 W6 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w7 3/4" DOUBLE SERVICE CONNECTION PER COM SD—W3 w8 3/4" SINGLE SERVICE CONNECTION PER COM SD—W3 C�(fER,1DIANit- APPROVED FOR IDAHQ CONSTRUCTION 2705 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, 2700 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. 2695 Name Date 2690 14+50 Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES p � z �z Q Z J m =2ULU )Q ��oQO >-W L) LU a=Z00w OHW_ja m° OvS��x �c9a w < z�m¢ ��<, aaZj W�pmwr, OzO 0z T1 00 WO r z tnLLOwm Lu U O ~ H _j�p�o Z� ) Q LJ 0_ w> �❑ afaW�z J W m Q Q W O Y =Zp(n Cl)LU I = Z O O cn Q cn "I— b O z z0 0= 0 CO Z Q LU G C = LU 0 0 LU W J_ LL_ I� 0 z QU zw Qz 12� Cc W LU >Q LU U) Q LLI LU U) FILE: 10-18-111 C-406 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE LAST UPDATED: 1/11/2019 SHEET NUMBER: C-406 ~I 0 - Cr 1 I4 W m D 7 Cn � U � w CO O CM 97U � J T d -o w 2 J_ 6 W CL w am v m CO C) r r N 0 N N I 4 I ISTA: 14+96 S2 LEN: 45' INV: 2.9 \\ W9 O O \ W2 O \ 0 + \ 8, 331.8 LF 8" \\ 1 +BO - =- - - - _-- IyJ \ -- w\ _-________ = w W2 \ \ W2 LJ QV) \ \\ M \ \ I \ \ 10 \ W9 I STA: 14+90 \ S2 LEN: 35' \ I INV: 2.9 \ \ I 271: 271 i 270: 2701 269; I N1 p�0 G� w6 Block 3 3 \ SSWR 15 S1 2 I �� W2 STA: 15+66 STA: 16+50 36.0 LF 8" W S2 LEN: 45' S2 LEN: 45' VV3 0 INV: 3.2 INV: 2.6 W9 25.1 LF 6" W I I 15.8 LF8"W W1 - 8"W I o - � 6-+ C \ v lRR _STA: 15+76 \ S2 LEN: 35' 1DSV: //3 />/ 12 8"W STA: 16+53 S2 LEN: 35' INV: 3.2 Block 4 11 /SSWR 16 S1 +DO - 17+25 11 I SSWR 12 S1 SEWER LINE C & D 0 EXISTING GROUND LLJ ® (. OF ROAD T i IL O EXISTING GROUND ®� OF ROAD FINISH GRADE z � ® � OF ROAD 48" MIN _7FINISH GRADE ® � OF ROAD 48" MIN 000 8" WATER >- SSWR 12 oz 352.4 LF 8" ®0.65% 8" WATER Q 67.0 LF 8" ® 1.759; STA: 16+97.02, 0.00' RIM: 2707.94 8" OUT: 2700.70 (NW) i W J SSWR 17 Q Lij 55.0 LF 8� 3 OOq STA: 10+00.00, 0.00' J _ RIM: 2707.52 0 LLJ G 2690- 14+50 NOTES TO CONTRACTOR 15+00 15+50 16+00 1. ADD 2700 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 16+50 17+00 2715 2715 2710 2710 2705 2705 2700 2700 2695 2695 2690 2690 17+25 S 10+62 S2 LEN: 58'� INV: 1.8� STA: 11 +21 LEN: 45' S2 INV: -0.1 61.0 LF 8" W \\\ STA: ' 10+25 LEN: 62' INV: 4.9 Block 4 5 17 STA: 10+19 LEN: 69' S2 INV: 4.7 STA: 10+00 LEN: 42' S2 INV: 4.9 STA: 10+00 LEN: 38' S2 INV: 4.9 HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2685 9+75 10+00 10+50 11+00 2715 2710 2705 2700 2695 2690 2685 11+50 JUS, J -U -B ENGINEERS, INC. U � � z > Q O o irr O � W O T O LjjCD L) z U N 00 CO � �- N G N =3 C) z m U7 - LU O O U) 0_ mi O O Ln N m SEWER KEYED NOTES 51 48"0 SEWER MANHOLE PER ISPWC SD -501 52 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC SD -51 1 A. MARK PER COM SD-SW3 WATER KEYED NOTES w1 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C-002 w2 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C-002 w3 FIRE HYDRANT ASSEMBLY PER COM SD -W8 w4 8" GATE VALVE PER COM SD -W1 1 w5 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 ws 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w7 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w8 90° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w9 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 w10 3/4" SINGLE SERVICE CONNECTION PER COM SD -W3 w11 2" BLOW -OFF ASSEMBLY PER CITY OF MERIDIAN SD -W13 C�'((ERIDIANt- APPROVED FOR IpAHQ 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 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 Date Know whaf's below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES p � �WZ_j =�c�jU� Ecn000 >_ W U w H o�wm� U p H J p Z� U) �¢Qm° o���X ~ C7 W w zQzor( � m< �: 'g0,�w � � Z � p m w � � J � = z 0 Oz=�°� W O H Z' EE L CO) O~ H Q ��Of� J=p�= Z E Is �pwW°°� ��p ��W�z wm Q W O~ � Y =ofz=cn cn�_jW� °'=Q}_j H = Z O O cn a cn EXISTING GROUND LLJ ® (. OF ROAD T IL O FINISH GRADE z � ® � OF ROAD 48" MIN Q0 000 8" WATER >- <0 oz �W m Q 67.0 LF 8" ® 1.759; U 0 W J SSWR 17 Q Lij 55.0 LF 8� 3 OOq STA: 10+00.00, 0.00' J _ RIM: 2707.52 0 LLJ G z U7 8" OUT: 2699.91 (NW) 0 SSWR 15 LU �. j STA: 11+28.54, 0.00' I�LL/�I U) RIM: 2704.77 8" IN: 2696.80 (SW) 8" OUT: 2696.70 (N) SSWR 16 STA: 10+69.62, 2.98' L RIM: 2706.21 8" IN: 2698.67 (SE) 8" OUT: 2698.57 (NE) 2685 9+75 10+00 10+50 11+00 2715 2710 2705 2700 2695 2690 2685 11+50 JUS, J -U -B ENGINEERS, INC. U � � z > Q O o irr O � W O T O LjjCD L) z U N 00 CO � �- N G N =3 C) z m U7 - LU O O U) 0_ mi O O Ln N m SEWER KEYED NOTES 51 48"0 SEWER MANHOLE PER ISPWC SD -501 52 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC SD -51 1 A. MARK PER COM SD-SW3 WATER KEYED NOTES w1 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C-002 w2 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C-002 w3 FIRE HYDRANT ASSEMBLY PER COM SD -W8 w4 8" GATE VALVE PER COM SD -W1 1 w5 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 ws 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w7 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w8 90° ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w9 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 w10 3/4" SINGLE SERVICE CONNECTION PER COM SD -W3 w11 2" BLOW -OFF ASSEMBLY PER CITY OF MERIDIAN SD -W13 C�'((ERIDIANt- APPROVED FOR IpAHQ 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 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 Date Know whaf's below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES p � �WZ_j =�c�jU� Ecn000 >_ W U w H o�wm� U p H J p Z� U) �¢Qm° o���X ~ C7 W w zQzor( � m< �: 'g0,�w � � Z � p m w � � J � = z 0 Oz=�°� W O H Z' EE L CO) O~ H Q ��Of� J=p�= Z E Is �pwW°°� ��p ��W�z wm Q W O~ � Y =ofz=cn cn�_jW� °'=Q}_j H = Z O O cn a cn 1a FILE: 10-18-111_C-407 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-407 LLJ J T IL O z � z0 z0 OQ Q0 000 zQ >- <0 oz �W m Q U 0 W J Q Lij rr J _ W 0 LLJ G z U7 W 0 LU �. j I�LL/�I U) 1a FILE: 10-18-111_C-407 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 SHEET NUMBER: C-407 W I4 W MI m D 7 U) s� 0 (0 w a � Cf) O C = 0a = U Q) J m D T a -0 w 2 J_ 6 a CL w Cn am vOD r o r N 0 N N NOTES TO CONTRACTOR 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 0 0 6't LO0 + M 0 I I w w= zN J UJ Q N SEWER LINE B SEE SHEET C-405 2715 2710 2705 2700 2695 2690 2685 2680 11+50 SEWER LINE B SEE SHEET C-405 W. COASTAL DRIVE PUBLIC ROADWAY 12+00 IF�Yi; 13+50 14+00 2715 2710 2705 2700 2695 2690 2685 2680 14+50 CJ -U -B J -U -B ENGINEERS, INC. U s1 48"0 SEWER MANHOLE PER ISPWC SD -501 52 z_ — — ISPWC SD -511A. MARK PER COM SD-SW3 EXISTING GROUND WATER KEYED NOTES Q — o ® OF ROAD o 1 co — — rr �I POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE LU0 3:pC) [*1-LLJ (00 HORZ 0 30 60 w4 8" GATE VALVE PER COM SD -W11 w5 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 z Ua) }, 00 00 o ., V = CV z m C/) C: LU C/j0 m U (D 0 N m 48" MIN — 8" WATER FINISH GRADE — — ® OF ROAD — 292.7 LF 8' ® 3.259 12" C-900 STORM DRAIN 0 SSWR 13 STA: 14+25.28, 0.00' RIM: 2697.17 8" IN: 2687.06 (E) 8" IN: 2687.06 (S) 8" OUT: 2686.96 (W) 12+00 IF�Yi; 13+50 14+00 2715 2710 2705 2700 2695 2690 2685 2680 14+50 CJ -U -B J -U -B ENGINEERS, INC. U s1 48"0 SEWER MANHOLE PER ISPWC SD -501 52 z_ > ISPWC SD -511A. MARK PER COM SD-SW3 WATER KEYED NOTES Q w1 o o 1 co rr �I POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE LU0 3:pC) [*1-LLJ (00 HORZ 0 30 60 w4 8" GATE VALVE PER COM SD -W11 w5 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 z Ua) }, 00 00 o ., V = CV z m C/) C: LU C/j0 m U (D 0 N m SEWER KEYED NOTES C-/(fEP,1D1AN1t— APPROVED FOR IDAHQ 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 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 Date Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES U) c� Z 0 LL O U, U) W W p � z�z Q z J m =2ULU )Q ELD �OQO >-LLJOwH a=z00w OHwJa cc OuS��x I— LL, E)zO�J �Qam� LL, a' Cn Z-- J �pmw� � c) z 0 LL1 (0) 0 - �LLOWm 0 0 H =< _j _j 0 Z� n�� Q LU = LL' > ~ ❑ ��w�Z J LUL), CD Q Q W O Vj t- = O f z D 0 C,) ()fco LLJ Jw� Cr LLJ I = Z O O cn Q cn "I— b O z z0 0= > 0 m z Z Q J J ww = G LU V 0 LU LLJ J_ LL I� 0 z Q 0 zw Qz n J Iz IZ W LU >Q LU U) Q LLJ LU U) FILE : 10-18-111 C-408 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE HI i1 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-408 s1 48"0 SEWER MANHOLE PER ISPWC SD -501 52 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC SD -511A. MARK PER COM SD-SW3 WATER KEYED NOTES w1 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C-002 1 w2 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C-002 w3 FIRE HYDRANT ASSEMBLY PER COM SD -W8 HORZ 0 30 60 w4 8" GATE VALVE PER COM SD -W11 w5 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD -403 VERT 0 5 10 w6 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 SCALE IN FEET C-/(fEP,1D1AN1t— APPROVED FOR IDAHQ 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 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 Date Know wimrs below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES U) c� Z 0 LL O U, U) W W p � z�z Q z J m =2ULU )Q ELD �OQO >-LLJOwH a=z00w OHwJa cc OuS��x I— LL, E)zO�J �Qam� LL, a' Cn Z-- J �pmw� � c) z 0 LL1 (0) 0 - �LLOWm 0 0 H =< _j _j 0 Z� n�� Q LU = LL' > ~ ❑ ��w�Z J LUL), CD Q Q W O Vj t- = O f z D 0 C,) ()fco LLJ Jw� Cr LLJ I = Z O O cn Q cn "I— b O z z0 0= > 0 m z Z Q J J ww = G LU V 0 LU LLJ J_ LL I� 0 z Q 0 zw Qz n J Iz IZ W LU >Q LU U) Q LLJ LU U) FILE : 10-18-111 C-408 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP AT FULL SIZE, IF NOT ONE HI i1 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-408 MI U) 0 U) U U) w U) O C M � U Q Q) m �D T 0_ m U) a) J 00 N t� I I 2.00% 2.00% I - Lij I N Y Z M 3 I I I I FG 6 I I I I I 6\ O C7) 1 I 2.00% 2.00% TRC 7.14 "o �( TRC 7.39 0i0 (i co O N S. LARGE HILL WAY / W. BRINK STREET SCALE:1 "=10' R/w 50.00' R/w 25.00' 25.00' 2.00' 5.00' 18.00' 18.00' 5.00' 2.00' LANDING LANDING TYP. TYP. 2%MA . 2% 2% 2% MAX. �— CONCRETE SIDEWALK 3" ROLLED CURB AND ACHD SUPPLEMENT TO GUTTER PER ACHD ISPWC SD -709 TYP. SUPPLEMENT TO ISPWC SD -702 TYP. 2.5" ASPHALT, SP -3, 0.5" MIX, PG 58-28 4" OF 3/4" CRUSHED GRAVEL 14" OF 6" MINUS PIT RUN r—,'NTYPICAL 50' STREET SECTION 1.00' 5.00 LANDING SW TYP. SCALE: N.T.S. 66.00 33.00 33.00 22.00 5.00 5.00 22.00 2% 2% 5.0 1.00' 2.00' SW LANDING !— TYP. 5' CONCRETE-/ L 6" VERTICAL CURB AND 3" ASPHALT, SP -3, 0.5" MIX, PG 64-28 SIDEWALK TYP. GUTTER PER ACHD (N VERTICAL CURB SUPPLEMENT TO (NO GUTTER) PER ISPWC 4" OF 3/4" CRUSHED GRAVEL ISPWC SD -701 TYP. SD -701A TYP. 20" OF 6" MINUS PIT RUN DB TYPICAL 66' STREET SECTION SCALE: N.T.S. < 309 �)111 -1.90% - - - - 22.95' CJ -U -B J -U -B ENGINEERS, INC. U Z Q o C O M LLJ O T O (0 o O I\ r1- 0 b� o N � Z U a) 00 0 O V a) =3C) CV �o M >� N Z W � LU aj O U7 U) 0_ FG m O O 190% W CONTENDER STREET 10 1,90% N C0 �I O O N 0 10 20 SCALE IN FEET 1.00' 35.00' R MIN. 12.00' VARIES 8.00' EXISTING LANE 11.00'-0.00' MIN. 5.0 SW 2%2% MAX. MAX. 2.5" ASPHALT, SP -3, 0.5" MIX, PG 58-28 4" OF 3/4" CRUSHED GRAVEL 14" OF 6" MINUS PIT RUN C W. VICTORY ROAD SCALE: N.T.S. 5' 5' `- CONCRETE SIDEWALK ACHD SUPPLEMENT TO ISPWC SD -709 TYP. BIORETENTION SWALE PER 2017 D ACHD STORMWATER DESIGN GUIDELINES SD BMP -30 c -soy PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY ALL WEST, DATED SEPTEMBER 20, 2017 5' MATCH EXISTING MATCH EXISTING 1 11 GRADE GRADE EXISTING X 2% GRADE 3f 3M=(. 8" OF 6" MINUS PITRUN 2" ASPHALT COMPACTED TO 95% DENSITY <\\�\\/�\ j�\\/fix j�� 4" OF 3/4" CRUSHED GRAVEL SUBGRADE COMPACTED TO 95% DENSITY COMPACTED TO 95% DENSITY �ASPHALT PATHWAY DETAIL SCALE: N.T.S. 2.00% TRC w D Z W a C1. O W d O 2.00% V) S. SLOPE TOP AVENUE / W. CONTENDER STREET SCALE:1 "=10' 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 DATE ADA COUNTY HIGHWAY DISTRICT T O z z0 O= Q oz CO Q Z 0 J w G C = LU 0 W U7 Z O U LU U7 LU LU0 Q 0- a Q W 0 LU 0 - FILE : 10-18-111_C-501 JUB PROJ. #: 10-18-111 KnowwhaYs below. DRAWN BY: EE Cali before you dig. w Q Z W m CHECKED BY: MEP ONE INCH CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE ADVANCE BEFORE YOU DIG, 0 LU J =2U)Q LAST UPDATED: 1/11/2019 GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND MEMBER UTILITIES 0 Q Z F EcoOQO U~CL d=Z 00 W Q OHwo' Jc7n m Q d m 0; > ����w O�� ZQ3�pO¢ �U�cnZ Z ❑mw O LLJ Z='szo� w z0 WO� H❑ Z J C0OW m � LU UO ~ ~ �2��❑ Cn Z L ❑ O �_ ❑ Q ❑W W % ~ ❑ CY W Z J W 0] Q W000 QLy =ofZ❑(n C,) of J W CC: Cr co LLJ -i LLJ —j — +0 H. �I-2>- Z0 O U)Q U) T O z z0 O= Q oz CO Q Z 0 J w G C = LU 0 W U7 Z O U LU U7 LU LU0 Q 0- a Q W 0 LU 0 - FILE : 10-18-111_C-501 JUB PROJ. #: 10-18-111 KnowwhaYs below. DRAWN BY: EE Cali before you dig. DESIGN BY: GRB CHECKED BY: MEP ONE INCH CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE ADVANCE BEFORE YOU DIG, INCH SCALE ACCORDINGLY LAST UPDATED: 1/11/2019 GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND MEMBER UTILITIES C-501 S. LARGE HILL WAY SCALE:1 "=10' W Cn s U � w U) O C M Q U N J T d CO U) a) J o U- W w Cn :2 0 <m M r o � N N � CJ -U -B , J -U -B ENGINEERS, INC. 0 10 20 SCALE IN FEET W. VICTORY ROAD / S. VERGE AVENUE SCALE: 1"=10' 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. A51 ADA COUNTY HIGHWAY DISTRICT DATE 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 p H W Z J m =gcjjU� � co OQO >- W U W H 0-= = Z m W O H W J 1 Z � � m d O(n��X �ZO>- dJ Q ~ Q H W Cn � CO Z J ji 0 E" LLJ J (n z W O O -- W U ��Om 00, IF J J = p p QC7 WFO Z�c)p'= pLUJ �_ H p Q� W Z J W CD Q QW OCnY =�Zp(n U)J W E 0-1 m = Q >- J � I = Z O O cn Q cn "I— b O z z0 0= cn o mz �a Uo �w W 0 0 LU FILE : 10-18-111_C-502 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP U7 z Q U) 0 LU 0- AT FULL SIZE, IF NOT ONE �=I 1 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-502 U z_ > Q o o co rr �I LU0 3:p (0 0 LLJ -6}, z 0 a) 00 00 o ., V =3C) N z m Cn C LU •' v O m J U) Q_ O 0 oI N m of N11 0 10 20 SCALE IN FEET W. VICTORY ROAD / S. VERGE AVENUE SCALE: 1"=10' 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. A51 ADA COUNTY HIGHWAY DISTRICT DATE 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 p H W Z J m =gcjjU� � co OQO >- W U W H 0-= = Z m W O H W J 1 Z � � m d O(n��X �ZO>- dJ Q ~ Q H W Cn � CO Z J ji 0 E" LLJ J (n z W O O -- W U ��Om 00, IF J J = p p QC7 WFO Z�c)p'= pLUJ �_ H p Q� W Z J W CD Q QW OCnY =�Zp(n U)J W E 0-1 m = Q >- J � I = Z O O cn Q cn "I— b O z z0 0= cn o mz �a Uo �w W 0 0 LU FILE : 10-18-111_C-502 JUB PROJ. #: 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP U7 z Q U) 0 LU 0- AT FULL SIZE, IF NOT ONE �=I 1 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-502 U) U w w a ---) Cf) O C M C5 97 CL U N J m T D_ m U) (1) J o W CL w W a m L % M � r o 0-) N N NOTE: SEE PLANS FOR EXACT LOCATIONS OF WELLS, THIS DETAIL ONLY SHOWS THEM FOR REFERENCE. WELL 'A' MAY BE LOCATED ON EITHER END OF SEEPAGE TRENCH. SAND AND WRAP TOP AND SIDES OF GREASE TRAP TRENCH WITH GEOTEX 351 PER ACHD BMP -01 / NATIVE BACKFILL ,STOLID WALL PVC PIPE -7777777777 5' MIN. M VARIES - SEE PLANS 5' WELL"A" 12" MIN. _ I z w w N I V) w INSTALL SOLID CAP AT END OF PERFORATED PIPE 18" PERFORATED PVC e (PERFORATIONS IN TOP C-503 HALF OF PIPE) 'N WASHED DRAIN ROCK 1 7 EXCAVATE TO FREE DRAINING SANDS AND GRAVEL (TYP) MAXIMUM - SEE SOILS REPORT. IF GROUNDWATER IS ENCOUNTERED GROUNDWATER THE CONTRACTOR SHALL NOTIFY THE ENGINEER ELEVATION IMMEDIATELY FOR POSSIBLE REDESIGN OF THE SEEPAGE BEDS. 0_SEEPAGE BED SECTION SCALE: N.T.S. 1.5' MIN. TOP TRENCH FOOT PLATE TYP. 1' MIN. n OBSERVATION WELL PER ACHD 3 SUPPLEMENT TO C-503 ISPWC STD -627 z w � IF LO FILTER SAND IN ACCORDANCE WITH ISPWC SECTION 801, OR ASTM C-33 WHICHEVER IS MOST STRINGENT. SEEPAGE BED NOTES 1. ACHD REQUIRES ELECTRONIC MARKERS AT ALL CORNERS OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. 2. SEEPAGE BED EXCAVATION MUST EXTEND A MINIMUM OF 2 FEET INTO FREE DRAINING MATERIAL. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. 4. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT PROPOSED SEEPAGE BED LOCATIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ACHD INSPECTOR 48 HOURS PRIOR TO TESTING. 5. REFER TO ACHD BMP -20 FOR SEEPAGE BED DETAILS AND SPECIFICATIONS 6. MAXIMUM GROUNDWATER ELEVATION ANTICIPATED IS PER GEOTECHNICAL REPORT BY MTI DATED MARCH 26, 2012. NOTE: NO TREES TO BE PLANTED WITHIN 10' OF SEEPAGE BED. FINISH GRADE Q WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER % d' 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED cc O3 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 00 o I I—III—III - ' ' Q • OO TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE - IIIIIIIIIII _ e. �'e E °' ''e CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS O III -III 3 00 .Q LU PIPE. DRILLED WELLS MAY USE 4" PIPE •°. •°. •°. •°.a •°-. (0 O' NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 3 s v a) 00 }, USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES PLAN CONCRETE COLLAR V NOTES: =3 0 N.T.S. 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR z U a STORM DRAINAGE FACILITIES C: 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS Cj 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 0 w m 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION V) Q_ 2017 ACHD REVISION O ~0 18 STANDARD DRAWING M O � _ ^r . ; 0 OBSERVATION WELL SD -627 z r (ACHD SUPPLEMENT) Ld X 8 3 W w s SECTION CONCRETE COLLAR > 00 N.T.S. = 0 0 00 4 0 elw 0 0 C L 0 0 0 0 o 0 9 0 0 0 0 0 0 0 0 7 0 0 0Q 0 SECTION N.T.S. 2017 ACHD REVISION IDAO STANDARD FOR HPUBLIC WORKS GROUNDWATER STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD -627 (ACHD SUPPLEMENT) 1 OF 2 n OBSERVATION WELL PER ACHD 3 SUPPLEMENT TO C-503 ISPWC STD -627 z w � IF LO FILTER SAND IN ACCORDANCE WITH ISPWC SECTION 801, OR ASTM C-33 WHICHEVER IS MOST STRINGENT. SEEPAGE BED NOTES 1. ACHD REQUIRES ELECTRONIC MARKERS AT ALL CORNERS OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. 2. SEEPAGE BED EXCAVATION MUST EXTEND A MINIMUM OF 2 FEET INTO FREE DRAINING MATERIAL. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. 4. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT PROPOSED SEEPAGE BED LOCATIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ACHD INSPECTOR 48 HOURS PRIOR TO TESTING. 5. REFER TO ACHD BMP -20 FOR SEEPAGE BED DETAILS AND SPECIFICATIONS 6. MAXIMUM GROUNDWATER ELEVATION ANTICIPATED IS PER GEOTECHNICAL REPORT BY MTI DATED MARCH 26, 2012. NOTE: NO TREES TO BE PLANTED WITHIN 10' OF SEEPAGE BED. 3/8" PERFORATIONS IN VALLEYS OF CORRUGATED PIPE. 5 EA. 18" PIPE PERFORATION SCHEDULE SCALE: NTS 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. ADA COUNTY HIGHWAY DISTRICT DATE Krow vA ars below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B , J -U -B ENGINEERS, INC. C) LEGEND Q WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER % d' 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED O3 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 00 o OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER OO TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE - CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS O PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" LU PIPE. DRILLED WELLS MAY USE 4" PIPE _ C) (\ (0 O' NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY O BACKFILL MATERIAL. TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. v a) 00 }, USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES ' V NOTES: =3 0 CV 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR z m STORM DRAINAGE FACILITIES C: 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS Cj 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD m 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION V) Q_ 2017 ACHD REVISION O IDAO STANDARD FOR HPUBLIC WORKS GROUNDWATER STANDARD DRAWING N CONSTRUCTION OBSERVATION WELL SD -627 (ACHD SUPPLEMENT) 2 OF 2 3/8" PERFORATIONS IN VALLEYS OF CORRUGATED PIPE. 5 EA. 18" PIPE PERFORATION SCHEDULE SCALE: NTS 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. ADA COUNTY HIGHWAY DISTRICT DATE Krow vA ars below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES (rJ-U-B , J -U -B ENGINEERS, INC. C) Z % d' Q 00 o rr O r. LU Op _ C) (\ (0 0 Z v a) 00 }, 00 p ' V =3 0 CV z m W C: LTJ Cj O m V) Q_ O O N m U) Z a LL O w U) D LU W p � LU z J m = 2i U) Q) EcooQO >- W U w H a=z00w 0 H w J U p H �Z U ¢ ma O ui x �zO�J < CO w Cn Cn z J Co LU -iLLJ CO z O w 0>- O H D U -j �LL OUJ co O Cf) 0��o QC7wF0 zo'cn=� LJ 0_ H p ��wz J W Co Q QWOCf) =ofz=cn U) � J W CC� 0 H = Z 0 O U) Q U) "I— b O z z0 � O = v / Q m z �a C/) 0 —j EC LU LU 0 0 LU FILE : 10-18-111_C-503 JUB PROJ. # : 10-18-111 DRAWN BY: EE DESIGN BY: GRB CHECKED BY: MEP Cn I— LU 0 (D Q z Q 0 AT FULL SIZE, IF NOT ONE 7 LAST UPDATED: 1/11/2019 1 SHEET NUMBER: C-503