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CC - Approved Construction Drawingsz iia cc W W z z W co 1 1 Aq LU a U It p D to �W CDo o t � m � v LU a w n Ln <m LEGEND EXISTING CAVEN RIDGE ESTATES WEST SUBDIVISION NO. 1 ABBREVIATIONS PROPOSED W IRR -PIRR so AD ALGEBRAIC DIFFERENCE BOUNDARY LINE BEGIN OF CURB RETURN --- END OF CURB RETURN SECTION LINE — — — — — SANITARY SEWER LINE — — — — — w — WATER LINE - — - IRR— GRAVITY IRRIGATION LINE — — — — -PIRR--- PRESSURE IRRIGATION LINE — — — — — SD — STORM DRAIN LINE - — — — — UR — UNDERGROUND POWER POINT OF VERTICAL INTERSECT TC CENTERLINE TRC TOP BACK OF ROLLED CURB PUBLIC RIGHT OF WAY LINE TOP BACK OF VERTICAL CURB KO+00 ALTERNATE STATIONING TO DELINEATE LOT LI N E KNUCKLE IS NO LONGER PARALLEL TO cli CENTERLINE STATIONING 6" VERTICAL CURB & GUTTER w Lu 0 > m CC 5' SIDEWALK CL w r Q SEWER MANHOLE LU STORM DRAIN MANHOLE LLJ GRAVITY IRRIGATION MANHOLE 0 DITCH FLOW LINE PRESSURE IRRIGATION SERVICE -7 STREET LIGHT z FIRE HYDRANT - — — — — EP — EDGE OF PAVEMENT — — — — — FM— SEWER FORCE MAIN — — — — — FO — FIBER OPTICS LINE Tog rQr� TOP OF BANK TOE TOE OF SLOPE --� STREET SIGN WATER VALVE CONCRETE SIDEWALK ASPHALT ROADWAY ABBREVIATIONS PROPOSED W IRR -PIRR so AD ALGEBRAIC DIFFERENCE BCR BEGIN OF CURB RETURN ECR END OF CURB RETURN FG FINISHED GRADE FL FLOW LINE GB GRADE BREAK HP HIGH POINT LP LOW POINT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECT TC TOP BACK OF CURB TRC TOP BACK OF ROLLED CURB TVC TOP BACK OF VERTICAL CURB KO+00 ALTERNATE STATIONING TO DELINEATE A POINT AT WHICH A CUL—DE—SAC OR KNUCKLE IS NO LONGER PARALLEL TO cli CENTERLINE STATIONING SCALE IN FEET The Engineer of Record certifies that the pians are prepared in substantial conformance with the ACHD policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design, all variances from ACHD policy shall be approved in writing. The following variances, listed by date and short description, were approved for this project: TEMPORARY STORMWATER FACILITY DATED: JULY 12, 2018 C-/ffER1D1AM-- APPROVED FOR raAHO 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. JLi-1, MERIDIAN HEIGHTS SUBDIVISION 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 t e District, does not relieve the Registered Engineer of , t , pe by JIsibilitie . �' ell, BY �r jI DATE �` f ADA COUNTY HIGHWAY DISTRICT MERIDIAN, IDAHO o ALJ OBSERVATION POINT GLACIER SUBDIVISION GLACIER �- CABELLA CREEIt SUBDIVISION SUBDMSION V0 15 E. VICTORY ROAD fI REFLECTION RIDGE SUBDIVISION ■!l��I1��1#! TCS1 ATsUBDIVISION BASIS OF COORDINATES AND ELEVATIONS ALTA COUNTY GIS COORDINATE SYSTEM, MODIFIED ID WEST TRANSVERSE MERCATOR PROJECTION ORIGIN LATITUDE N41'40' ORIGIN LONGITUDE W115'45' FALSE NORTH: 7.868 FT FALSE EASTING: 2625137.274 FT SCALE FACTOR (TRIMBLE) 1.0001021500 UNITS: US SURVEY FEET HORIZONTAL DATUM: NA083(CORS) VERTICAL DATUM: NACD88/GEOID09 HORIZONTAL & VERTICAL COORDINATES ARE BASED ON IDTD COORS EPOCH 2002 (PID:AJ3346) LAT: N43'34'05.56766" LON: W116'23'31.36812" HT: 2662.238 N: 693758.981 E: 2454949.0861 EL: 2662.238 PROJECT N O. 10-18-014 (rJ Um�B��) ENGINEERS, INC. J—U—B 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com THE GATEWAY OTHER J- U- B COMPANIES ILANGDON .'+ MAPPING GROUP '`� INC. SHEET INDEX SHEET NUMBER SHEET TITLE C-001 COVER SHEET C-002 NOTE SHEET C-101 IRRIGATION PLAN C-102 STREET LIGHT AND SIGNAGE PLAN C-201 GRADING PLAN C-301 S. NATURAL WAY C-302 E. SICILY DRIVE C-303 E. SICILY DRIVE — E. PALERMO DRIVE C-401 SEWER LINE A C-402 SEWER LINES A AND C C-403 SEWER LINE B C-501 STREET SECTIONS AND PEDESTRIAN RAMP DETAILS C-502 DRAINAGE DETAILS DEVELOPER: CAVANAUGH JV, LLC 3327 N. EAGLE ROAD SUITE 110-148 MERIDIAN, ID. 83646 PHONE : (208) 639-3262 SEWER & WATER: CITY OF MERIDIAN 33 E. BROADWAY AVENUE MERIDIAN, ID. 83642 PHONE : (208) 887.2211 ROADWAYS ADA COUNTY HIGHWAY DISTRICT 3775 ADAMS STREET GARDEN CITY, ID. 83714 PHONE (208) 387-6100 NOTICE AND DISCLAIMER POWER: IDAHO POWER VIC STEELMAN 1221 W. IDAHO STREET BOISE, ID. 83702. PHONE : (208) 388-2323 PRESSURE IRRIGATION: NAMPA & MERIDIAN IRRIGATION DISTRICT 5525 E. GREENHURST NAMPA, ID. 83686 PHONE : (208) 466-0663 IRRIGATION DISTRICT: NAMPA & MERIDIAN IRRIGATION DISTRICT 5525 E. GREENHURST NAMPA, ID. 83686 PHONE (208) 466-0663 THE PLANS AND/OR SPECIFICATIONS (DOCUMENTS) ARE THE PROPERTY OF J -U -B ENGINEERS, INC. ("J -U -B") AND BY USING THE DOCUMENTS YOU AGREE TO BE BOUND BY THE TERMS AND CONDITIONS IN THIS NOTICE AND DISCLAIMER. THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT, TORT, EQUITY OR OTHERWISE OF J -U -B TO THE USER. THE USER SHALL NOT (1) DISSEMINATE THE DOCUMENTS, OR ANY PART THEREOF, TO OTHERS WITHOUT THE WRITTEN CONSENT OF J -U -B, OR (11) USE THE DOCUMENTS, OR ANY PART THEREOF, FOR ANY USE OTHER THAN AS DESIGNATED HEREIN FOR THE INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN CREATING DTM FOR GRADING OR EARTHWORK, SURVEY STAKING LAYOUT (UNLESS SPECIFICALLY IDENTIFIED AS SUCH IN THE DOCUMENTS), OR PROPERTY BOUNDARY LAYOUTS. J -U -B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF THE UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS OR ANY PART THEREOF, WHETHER SUCH DAMAGE OR CLAIM IS BASED IN CONTRACT, TORT OR OTHERWISE. THE USER HEREBY RELEASES AND SHALL DEFEND, INDEMNIFY AND HOLD J -U -B AND ITS AGENTS HARMLESS FROM ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY WAY TO, THE USER'S UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS, OR ANY PART THEREOF. IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT, THE ELECTRONIC DOCUMENTS ARE SUBJECT TO THE PROVISIONS OF J -U -B's "ELECTRONIC DOCUMENT/DATA LIMITED LICENSE" FOUND AT EDOCS.JUB.COM. xxk, rhpn�m,!nl •_ti Cad. Knawrvls leu►. Call befom you ft� CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CJUB 1-U-13 ENGINEERS, INC. a¢ ° z zum c� a oz ¢o Y W UL1i1- � T � E'€1 I.LI 'OF - W J W cz, J U1 woQ`"f' a 3 K2¢ z�m°'c z-- W, U_ zoW'o W H J Z, — Wo°�k �J�§ � co WET 111U�z< JWP < ¢JW8,u i[Yz0N WJ W X CO W _J � HM z 0 -70cn40 O Z CU 1�t O < co ca (60 Q c>7 jr LU O 0 p� r- r'; (0a r, -(J LU C\1 Z�00 LU C z cli [!� Zo0 w Lu 0 > m CC (1) .O CL w r Q LU LLJ 0 C\Im -7 z a¢ ° z zum c� a oz ¢o Y W UL1i1- � T � E'€1 I.LI 'OF - W J W cz, J U1 woQ`"f' a 3 K2¢ z�m°'c z-- W, U_ zoW'o W H J Z, — Wo°�k �J�§ � co WET 111U�z< JWP < ¢JW8,u i[Yz0N WJ W X CO W _J � HM z 0 -70cn40 O Z z O co I� U3 LU LU= z Cf) [!� w Lu 0 > < CC U �— w W LU LLJ 0 z LIJ rQr� FILE : 10-18-014_C-001 JUB PROJ, #: 10-19-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB i ONE INCH _ 1 AT FULL SIZE, IF NOT ONE INCH.cACCORDINGLY LAST UPDATED: 7119/2018 �:]:I i�rr iL�J i►l•��:� Q co �n NLd 470Ln It C� C CL _j -o Lu v U_ a w a° ur �ar GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND,/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTACTOR 'SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE. BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. IA1A-rrn 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON --POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON --POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) IFFY. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58,01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. PIPE DEFLECTION IS NOT TO EXCEED j THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY THE DEFLECTION ANGLE. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT -OE= -WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. PRESSURE IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ROADWAY, ACHD 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24 --HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS. (CURRENT EDITION) A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD -801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. B. STANDARD 6" VERTICAL CURB AND GUTTER, ISPWC SD -701. C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD -702- D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD -708. E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD -709. F. PEDESTRIAN RAMPS ISPWC SD -712A AND SD -712H. G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. 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 EAGLE SEWER DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD -303. 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.07: THERE ARE NO "TOLERANCES" ALLOWED. STORM DRAIN, ACHD 1, THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS, 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. 4. ALL CATCH BASINS SHALL HAVE A ONE -FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT--OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD -601 TYPE 1, SD -609 TYPE 1 OR STANDARD DRAWING NO. SD -604A TYPE IV, SD -609 TYPE 1. 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. S. 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. 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 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 ACTIVITES 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. 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. C=�fEPIDIAN*--- APPROVED FOR ICIAMp 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 waiting. Acceptance of the improvement plans by the Dist' t/does not relieve the Registered Engineer gf ftse rAponsibili ` s/ COUNTY HIGHWAY DISTRICT Know mimrs below. CW1 befom you dig. DATE �y ' CALL 2 'BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CJUBI J -U -B ENGINEERS, INC, C) _ > zt' d C- 0¢zi--� 2640<0 -0,- C� LLl ad 0 C] I- r' E 0 W = C'til ['3 cc -6 z30tU a) 00 CO sv � > z _ 0rX (D�a Z 00 V fn Lu �Hz0� LIJ w 0 0- z<�cm 1 0 _En d N IIT] 9iOmWW 0. SIS 1(1 r d Z 77 0 U) IIS m zo Z U W i z cn W0 Uj U W Uj 0 Z Uj C) W LLIF-- 0 0 FILE: 10-18-014 C-001 JUB PROJ. #: 10-18-014 DRAWN BY: ### DESIGN BY: ### CHECKED BY: ### ONE INCH AT FULL SIZE, IF NOT ONE INCH.CACCORDINGLY LAST UPDATED: 7/19/2018 SHEET NUMBER: C-002 z :J 0¢zi--� 2640<0 d >-0 Uj �- U, <Oim_Z, a � J Z > z _ 0rX m V fn Lu �Hz0� z<�cm Wu�z-, Z 9iOmWW 0. oaU.�� Oz rn 1 0�Liu: w 0 woop�¢ WJ��: < LU a u~i>�o �1U15m3:z QWQW. Y =Wzp� cowwW D 1- 0 z r d Z 77 0 U) IIS m zo Z U W i z cn W0 Uj U W Uj 0 Z Uj C) W LLIF-- 0 0 FILE: 10-18-014 C-001 JUB PROJ. #: 10-18-014 DRAWN BY: ### DESIGN BY: ### CHECKED BY: ### ONE INCH AT FULL SIZE, IF NOT ONE INCH.CACCORDINGLY LAST UPDATED: 7/19/2018 SHEET NUMBER: C-002 Q3 ❑ t1J 3 z Li e] 0 2 rn u� CL ur Cy c CL OL U � m a a U) U LL W Ln 2 0 < Cr ru � 1� Top � 56.3 LF 6" PI NAMPA MERIDIAN IRRIGATION DISTRICT NOTES: (NMID) 1. ALL PIPE SHALL BE PVC CLASS 200 SDR 21 OR BETTER. d. 2. 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. 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 TO OF THE PIPE. 5. FINDER WIRE. NO. 12 DIRECT BURIAL SINGLE STAND COPPER WIRE (TYPE THHN OF 0 50 100 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. SCALE IN FEET 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NMID STANDARDS AND SPECIFICATIONS. 7. 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. 8. INSTALL ALL CROSSING OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS, AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MINIMUM DEPTH OF 2Y2 FEET AND IN AWWA C-900 PIPE SLEEVE WITH NO. 12 DIRECT BURIAL LOCATOR WIRE. THE PUBIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. PRESSURE IRRIGATION NOTES P1 CONNECT TO EXISTING 10" PRESSURE IRRIGATION. CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION p2 90' ELBOW WITH THRUST BLOCKING P3 45' ELBOW WITH THRUST BLOCKING P4 22.5' ELBOW WITH THRUST BLOCKING P5 11.25' ELBOW WITH THRUST BLOCKING Ps 10"X6" REDUCER WITH THRUST BLOCKING P7 10" GATE VALVE WITH THRUST BLOCKING Ps 6" GATE VALVE WITH THRUST BLOCKING Ps 4" GATE VALVE WITH THRUST BLOCKING PID 10"X10" TEE WITH THRUST BLOCKING P11 6"X6" TEE WITH THRUST BLOCKING P12 6"X6"X4" TEE WITH THRUST BLOCKING P13 TYPE A RISER IRRIGATION SERVICE PER NMID P14 10" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION NOTE 1 ON SHEET C-002. P15 10" END CAP WITH THRUST BLOCKING P16 6" END CAP WITH THRUST BLOCKING Piz 4" END CAP WITH THRUST BLOCKING P1$ PRESSURE IRRIGATION DRAIN VALVE PER NMID Ptg AIR RELEASE VALVE PER NMID NOTE: THE SECONDARY WATER SOURCE FOR THE PRESSURE IRRIGATION SYSTEM IS PROVIDED BY MERIDIAN CITY WATER WITH A 4" CROSS CONNECTION, WATER METER, AND BACKFLOW PREVENTION DEVICE LOCATED WITHIN LOT 2 BLOCK 2 OF CAVEN RIDGE ESTATES SUBDIVISION NO. 1. Plans Are Accepted For Public Street Construction By stamping and sianing the improvarrteM plana, Ow Registered Eno,--o,er er,St,re,_ kne ')Istrlct that the pians conform to all Distad I„ �lwtw - tna ,I:,naards Vanances or waivers must be specifically ann i„ev,rr„r„, app;)rover” by the !] r ct to wrifing. Acceptance of thV dnrpirtJW-V4110 plw s by Mhe Eli ri ,t does not relieve the �Iegisler E It 1 Mese r Iisibllltpes. k Eiv DATE.- . r'r)t1NTY HIGHWAY DISTRICT -R4kv/ i Know il4tlmrs bebw, CW1 before 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. 0 z _ > d. d c7 C6 0M I m LL.JQ C] t') p C7 r- cm E 0 Com- r- () z U a)00 ai � Z Cn U) LLI M U) D fl C7Q N C-13 0 NAL i3d1� N i-4wm vis 0 Lu0 w I- aTzmLu D 4- LLI <`mp Dui n �x � ZC) L 1z <, A QZ'� g❑ m L L I LL d T7 cc) LU J LLI �OM❑F>' zRWnI >a�o e�WLU3:z W z❑ LU DI -=z0 ADtn¢rn r z Z O U) M m ZD 0 co = F— C!] a LU z Cf)< LH O �— W U W LU 0 0 LU 0 FILE . 10-18-014_C-101 JUB PROJ. # - 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB Z Q CL O 4 0 CC IY AT FULL SIZE, IF NOT ONE LAST UPDATED: 7118!2018 SHEET NUMBED: C-101 r C UA L CL Q7 T m q} O Q co t1 co O N R N h ID l0 n Z CL :2.00' 4.00' 20' 60' MIN, VARIES R NOTES _ TO CONTRACTOR .� 1. ADD 2600 FEET TO ALL SPOT 'ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 5.00'SW LEGEND 2% MINOR - - EXISTiNG CONTOURS 1 \ \ y MAJORMINOR -- - PROPOSED CONTOURS a �. B MAJOR A. 1 MINIMUM, 3:1 MAXIMUMFLOWLINE � .................................... . -� � B: 1% MINIMUM, 3:1 MAXIMUM PAD LINE \\� ` PICAL PAD GRADING xx.xx FG ELEVATION ,� 0 6 12{7 O-LSCALE : NTS im FG FINISH GRADE TW TOP OF RETAINING WALL ` SCALE IN FEET 73.57' ! - a j i } 61.85 61,6D- ` 61.20 ............. 75.07 . B2.08 = .e ............. _ 59.93; ! - 1 I iI r PAD;61,91 ''--.!' PAD:62.36 _- 60.46 � :� r �= = �`j -, I J - iI ...... ... - . ' . 609 PAD;6D.0f ............. -_ 76.63 62. -8 61.33PAD:59.3t ! � ! ! 60.44 PAD:59.4f 60. PA I I D:fi2.6f - {]00 4' �' \'+ 60,65 ,161.30 59.40 ! PAD:59.7f 60.49 ate_- 78.19 62.67 58.87 PAD:59.9f 60 � 59.06 PAD•54.Cf "`c' PAD:60,2± ' `-`' . '�`� 60.75 59.31 - 79.78 ....:.�.. s3.8O ` 59.5fi PAD:60.6f �' • r ss1: _�--= ! �N +vy \ ��I - \ '�+ f j PAD; }li PAD: 64.81 s7.9D_ ! 59.8t] �� 1 r� Dc r ` - 02 I � -. r PAD:60.8t t 14 f f - �• - - �-_,`� � �� `! 1 � S r PAD:fi7.Ot --�..� I \ 60.16 L ' _ PAD•5, .3 '"- - '- _ s1.32 . , ..... s5.s6 ` -- '� f f f 13 PAD:61.6 f ' _ 1- s2. a s 4 ---_��- = - �` - -- -- j +1 `' � • = \ • . `. � 66 �. -1, ' . , 1 -- �f 2 'AD • 61, $ y-. T I } 66,77 69.40 i/f �. 4,"�•� i \ •'� - •e 669.47 6882 ..:::>... .=.r .i..: P.AD;59.7f \PAD•6o1y 2e� La7.47 PAD: 69.1 92 82.41 PAD: 15 1-0 . 57 -`.fi1 ff ff jI?AD:-6_.2.1 t]� �PA]D:•,!62!,1' f-� ,� '.\- 7 - f 6`z,-1 a7tj 19 AD:69,56 60.82 98 PAD•61 61.07, AD 60 61�.21 61.3361,37 2 � -``-- •--�-��s ; -.0- 3: 7 PAD -61. .-. --'Y ! ` . 1 6 PAD: 61.6 - /11 1.58 .6 72,10 D 2.44 jt _sst-�6�0^.98 � - . \ ,�,z�PAD� 7.50 �cy. - \ a _ --- '-'-_• � L� !d•!61.2j *! ! �,61,.83 9, 8J • �71.54 :72.8t 10 62.06 , . 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T - ,- �l y i \ _ \ r=`-��.r` y ,t ' a t iI100 i+�f Iii + �' �` ` ``` _ - -- r t \ \ - -_ \ �' 73,69 . / r`,� 71.17 l / �' 1 / d i+� { 1 `� ,, \ _ _ ! ! ! ! \ `� ,� -' e t `1, 26 f a� RAD:73.6 N. . ,�`' --� - � N -. i <` \ `� _ _ \ \ \ � \ a 2s, a ` I I l�lII w ~` \ yy` ! i ;�` � \ \ \ \ ` _� 6% ro i I _ �` _ - ! • e . 6 \ 1 I I IIf I i I + P f c �`` ` �` A ,� �- _ `� ! �. \ \ \. / `-' �'/,� 1 env / } f ll+lllll�Iill I M�l �. >`` \` 1��~ '~.� ---l--i``-�~:, �`�'ti \'- `'' `\ �' 7s.`BlOck ^� t i iI} Iili sill } { ` \ - y _ 1 -- - _ _ \ \ \. , . ` , ` ,2�'7- PAD:76.9t `• \ N- ! !� 6 v � 1lI�l�illl��Ill 1�� .., \`-� _`��� �_ --� � �ti \�\�� '. � '� '. r PAD:79.3 79.20 \ \ `�� `��� ' -- -, 79.06 iIi+ i � �li � - � \ ` - _ _ � � -- � � \ � �, \ � �•� �, � •- � .. � - -, -. --- -•_•'� ,� 11,E �.'f \ � Lu �ilri Knowvwraft below. . Lj- , -l/ C711 before dig. `� � Lu \ 81.0$ 1 z +1 iii+ IIIi { } \ �-� \ 4 ,� `�`� 1 __ RMo ' �/1% �I ` 1 t 1 `*. CALL 2 BUSINESS DAYS IN ii�l ii I iii � � '� � � - ! _ � \ � �. \ '� '` � �, � � � �'��.'` �. '�' •' • � l � 1 21 pr '` - l1 illli+ i 141 ,`'' - • \ `� \ �. `` �, '�, \ V% ADVANCE BEFORE YOU DIG i�`, j ,� ____ ` `� e`\�� 1 GRADE, OR EXCAVATE FOR THE -luy { i�Ij�II�I �lil �flil 1 { {+ fI ! \ ti'��� ��\\� r -- 1 MARKING OF UNDERGROUND N,` \ . ! _ - , \ - w ` , i `` `' \ 4� f, . 6 1 - _ IN MEMBER UTILITIES a� CimumB J -U-6 ENGINEERS, INC, L ✓ �'� EQ BOZ�x w u UZI Qom° W U w H 01 ---mom a a m U3 -y W Zill. LET[ a W GWLLA 0�u 0 ul gig 0 W-�U�o UJw _j mzm10 13: _j �4tn4tn ir- d j � �< 0 C:> CC 0 C37 �- C1 W v �o (.00 r- 0 Cr) Ci Z C� til) 00 a0 � C� m '� C) J W Z m C/) z (5 19 Cf) .70 ❑ Lu Q < Z:) O m LU Cf W L ✓ �'� EQ BOZ�x w u UZI Qom° W U w H 01 ---mom a a m U3 -y W Zill. LET[ a W GWLLA 0�u 0 ul gig 0 W-�U�o UJw _j mzm10 13: _j �4tn4tn ir- d 0 C1 U] J W Q- z (5 Cf) ❑ Lu 0 < 0 LU Cf W ui 0 z W Q FILE: 10-18-014_C-201 JUB PROJ. #: 10-18-014 DRAWN BY: JC DESIGN BY' JC CHECKED BY: JEB i _ ONE INCH__] AT FULL SIZE, IF NOT ONE INCH. SCALE ACCCROIN LAST UPDATED: 7119/2018 SHEET NUMBER: C-201 I i C-502 1 C f + �4 S7{O � i I 3 Block 3 4 i TO � c� 2 �� a w0C M±ria. I �� �� }1 �' Q + fi 1 ± �Ir of v� C� --_ co G a. cc 0)�� a I Block 2 , x I Q 1 I If 8 1 4-)2t 1 I i rn 7 V \ 1 Ix i d -If PALERMO=� SEE SHEET C -3C)3 �' / ' • �' ` -- --267.2 ; �� Q 1' C \\ \ ,.]. J NDIING' T1h4 f ! } ,\ a } I 4 4j�RG ^ 2ER f f4 1 1 _ \ 1 3� � � � — --J55����� SS nn ` •��'S S. NATURAL WAY PLIBUC ROADWAY ••' 12685 ■ 12675 J 'n. 1 2670 12665 '0111 2660 2 r - - -- goo E. SICILY DRIVE SEE SHEET C-303 N N CURVE # LENGTH RADIUS TANGENT 50.00' VC CHORD BEARING CHORD LENGTH C1 38.28' 25.00' 24.03' O 1F S72'34' 19"W 34.65' C2 37.95' 25.00' 23.71' 8+6'58'29" S20'03'05'"E 34.41' C3 38.27' 25.00' 24.02' 87'42'19 " .. .. .......p w m .. 3 Block 3 4 i TO � c� 2 �� a w0C M±ria. I �� �� }1 �' Q + fi 1 ± �Ir of v� C� --_ co G a. cc 0)�� a I Block 2 , x I Q 1 I If 8 1 4-)2t 1 I i rn 7 V \ 1 Ix i d -If PALERMO=� SEE SHEET C -3C)3 �' / ' • �' ` -- --267.2 ; �� Q 1' C \\ \ ,.]. J NDIING' T1h4 f ! } ,\ a } I 4 4j�RG ^ 2ER f f4 1 1 _ \ 1 3� � � � — --J55����� SS nn ` •��'S S. NATURAL WAY PLIBUC ROADWAY ••' 12685 ■ 12675 J 'n. 1 2670 12665 '0111 2660 2 r - - -- goo E. SICILY DRIVE SEE SHEET C-303 N N CURVE # LENGTH RADIUS TANGENT 50.00' VC CHORD BEARING CHORD LENGTH C1 38.28' 25.00' 24.03' 87'43'38" S72'34' 19"W 34.65' C2 37.95' 25.00' 23.71' 8+6'58'29" S20'03'05'"E 34.41' C3 38.27' 25.00' 24.02' 87'42'19 " .. .. .......p w m .. ...... .. 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W n cn r• to u7 c[3 0 Lr) (0 Lo (0 tD d to N sQ t j c0 tL1 CN r to � �W. .... .... ... � � ....... .. T-- .... r__. 1z Co .. , ............� p ...................... ..IV...............,..... p-. ..... .............� 10.. .......rQ..ao .. ..... .. to xo......................w ,0......... ............co..tp . ............. .- to (0.. ......... . N N N N €'d N N N N N N N N N N N N N IN N C14 I N N 1 N 2690 2685 2675 2670 2665 2660 �12655 2655 �a 10+25 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+85 T S TO CONTRACTOR M CL 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL w ELEVATION. 2. SEWER AND STORM DRAIN 'LENGTHS ARE HORIZONTALLY {21)} MEASURED LL FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. '_0 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY °2 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, v INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTNI11ES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY L) PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the pians 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/ 2 BY I DATE ADA COUN HIGHWAY DISTRICT V 01%r N HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET ROADWAY NOTES Q 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709 TYPE H2 PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO ISPWC SD --712H WITH DETECTABLE WARNINGS PER ISPWC SD -712 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709 ZE ' 10 LF CURB TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3" ROLLED CURB TYPE A PEDESTRIAN RAMP PER ISPWC SD -712A WITH DETECTABLE WARNINGS PER ISPWC SD -712 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 38.28' 25.00' 24.03' 87'43'38" S72'34' 19"W 34.65' C2 37.95' 25.00' 23.71' 8+6'58'29" S20'03'05'"E 34.41' C3 38.27' 25.00' 24.02' 87'42'19 " N 15'08'40"W 34.64' C4 42.77' 25.00' 28.76' 98'00'41 " N72'26'31 "E 37.74' C5 39.20' 25.00' 24.93' 89'50'35" N25'50'33"W 35.31' C6 39.34' 25.00' 25.07' 90'09'25" 564'09'27"W 35.40' Know w�ars below. Call before you dig. GALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J4J-B'h C 1 -U -B ENGINEERS, INC. U a) V' Q C'7 I CIO CC 0 r M r`� E W 0 0� tD 0 LL! _ N CV) m CO 0 v � ❑ .6 Wco co C t�] U) a r Lr) .O � � m ¢ ism F- LLJ enLa 0¢o >- WUWh 2_r W or-ZW J� �Z-ma C) rr; z�a�� a �a G72 J WCC 0 Z I'm, � © ~ W OPD J w70 LUa°�r� J W0� 2� C73: U R'm �rnuWzt W > � ~ ❑ WE MW z zc XWZD fI} J W W W =za 40co<0 T 0 z z 0 C/) 0 L LI M 0 J_ ::D1 CI] 0- - CI)© < CL < C)W z J CJ) Q W C] 1— z �___ LU W CI) W LU C1] M Ilm z W 0 FILE: 10-18-014 C-301 JUB PROJ, # : 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB i ONE INCH AT FULL SIZE, IF NOT ONE INCH.CACCORDINGLY LAST UPDATED: 6122/2018 SHEET NUMBER: C-301 al Do KIULNUAUUH CANAL �OE� �E �TQE— _ � BOE— TOI BOE— DQE TC]F _ �- 01` TOE _ �_ JOE TO _ - TOE � � �E — —_ TOC — � Tt}� � � � — — — — — — — — — — — — — — — — — — — — — — z TOp - TOP 7f TOP TDP~ -- TDI€ r TUE i0�= �e '66 D3 ' - I ., f - I NI t,� m c�a %SE Q4 i a 1 l C r� r� ( - 1 �UC, 2 1.78% 37+aa Q6 3s�+oa I --- I - N At I I G 05y�4�a II 27' E. SICILY DRIVE PUBLIC ROADWAY L4P - - - Tom' TC a 6 1 I O O 5 - + Pr7 M � U 431 1 t W= Z U) 2675 CURVE # LENGTH - TANGENT DELTA CHORD BEARING CHORD LENGTH C11 28.93' 28.00' 15.91' 59' 11 '59" 2875 27.66' C2 286.44' 55.00' 32.79' 298'23'57" S 19'1 4*09'V . ......... I ...... . ........ ........ ........... ........ ................................................... 59 11-59" S41.09-51 "E 27.66' v z a) 00 ....... ......... .. ....................................... .... .. ............................... ........ ...... ..... .. ................. ........................ a) 2670 i' Z 00 U) --C U3 + 2670 -Q 0L ..................... ........................................................,..................... CC\1 ............... .................. .......... ............................... ................ ........ .. ........... N ............... ... .... EXISTING GROUND .................. .... ................ _ ......._.............. ................ .................. .......... .. .......... ....... ...... ....... ® CL OF ROAD.. 2665 2665 "_�,_,---- _ .........—.......--4-----__ —. _..----_— -----�----� �. ......... -- — - — ----. —_-- -o, o -.—.-- -- ____�--- ..... 0.5ox -------�-- ...... ........................... .... ......... ....... 2660 266a N. ......................................... .-...-.......... .. .. .. ........ 0 q OF ROAD .......... I ....... I...... — ...... ...... .. ...... ..... I ... ........... .. .. I .. ..... -- 2655 2655 - - o �' orn u7 .a �o .... . . . . ... . . ... ... . o "' °� IR . C (0 Ul) cf] iD cD CID rp CD ed cp � cp N CG CA tp tD w .................. N .. ..10 Sfl [4 .. ................ N tp tD ..,................ .(0.. . CD Cp ~ ................... N .. tQ . ..................... .. ..... .. .. ....... � . (....... ... .. ... ... .. .. rn moi . - - .. .. .......... . - . .. ...... ... ... ......... ..�.... ................................. .. . [0 N N .. �.. (0- iV N ........ ..... � N N .. ...... .... ... N CV � CV N QD CV N (D N (N Q:. N N KO [V N N N CJ N N N 2650 2650 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 NOTES TO CONTRACTOR 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER AND STORM DRAIN 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 LOCATION'S PRIOR T4 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. 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE. ENGINEER. CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C11 28.93' 28.00' 15.91' 59' 11 '59" S79'38' 10"W 27.66' C2 286.44' 55.00' 32.79' 298'23'57" S 19'1 4*09'V 56.33' C3 1 28.93' 28.00' 15.91- 59 11-59" S41.09-51 "E 27.66' V "Rn't { HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 119 ROADWAY NOTES (D::) 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709 TEMPORARY TURNAROUND WITH ASPHALT PAVEMENT SECTION PER DETAIL A, SHEET C-501 Q 10' ASPHALT PATHWAY G54i 5' ASPHALT PATHWAY D C-Sai DRAINAGE NOTES D1 135'X10'X8' DEEP HORIZONTAL SEEPAGE BED NO. A, VOLUME 4,320 CF WITH 0.40 ROCK VOID RATIO. FG EL: 2661,3, TOP OF BED EL: 2659.8, BOTTOM OF ROCK EL: 2651.8, BOTTOM C45902 OF SAND EL: 2650.3. GROUNDWATER NOT ENCOUNTERED TO EL: 2648.0 D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD -627 c-saz D3 TEMPORARY STORMWATER POND VOLUME: 1,309 CF, TOP EL: 2659.7, BOTTOM EL: 2658.2 D4 TEMPORARY STORMWATER CONVEYANCE SWALE WITH D50 =6" ROCK RIP RAP PROTECTION c-5oz 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) !, r BY DATE~ /k -- ADA COUNTY HIGHWAY DISTRICT Kww V11FL' es below. Call Wom you dk_j. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES .J�IJ•B � J -U -B ENGINEERS, INC. W W U (n o 0 } W U W H _ Z m W 0 F- W -� <�(� 0U CUL z<¢ m�, �CCU1z j �ba LU Q. U. C LU 0 fl��F-U LU U.0LU LUm w0coJ aCa���� ZLU c www= to 0W x Z - W= J W M zcc0 -�0u,¢[n b 0 W 0 W _ l~ U LUz VJ LU 0 H W U) W LIJ 0 Z Lu LU LL O CLr LV [7� > Z Z _j C) 12L U) F— W W Ir U) FILE: 10-18-014C-302 JUB PROJ, #: 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY JEB AT FULL SIZE, IF NOT ONE INQCaLL6CCORDINGI LAST UPDATED: 7127/2018 SHEET NUMBER: C-302 Z> 0') O Er 0� E W 0 1r � � � v z a) 00 a = C Z3 a) p i' Z 00 U) --C U3 m -Q 0L CC\1 W W U (n o 0 } W U W H _ Z m W 0 F- W -� <�(� 0U CUL z<¢ m�, �CCU1z j �ba LU Q. U. C LU 0 fl��F-U LU U.0LU LUm w0coJ aCa���� ZLU c www= to 0W x Z - W= J W M zcc0 -�0u,¢[n b 0 W 0 W _ l~ U LUz VJ LU 0 H W U) W LIJ 0 Z Lu LU LL O CLr LV [7� > Z Z _j C) 12L U) F— W W Ir U) FILE: 10-18-014C-302 JUB PROJ, #: 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY JEB AT FULL SIZE, IF NOT ONE INQCaLL6CCORDINGI LAST UPDATED: 7127/2018 SHEET NUMBER: C-302 16 4S f oei- ��_-7QP (y` 21 } *D TOP r — ¢ U)i UL / r PIRP FIRR -�- 6 5 7.5' 7.5 D1 SDCB A2 STA: 21+81.71, 553.13' L RIM: 2660.97 12' OUT: 2658.00 (S) SUMP: 2657.00 Q2=0.34 cfs, w Chao = 0.48 cfs w ! i9 Block 1 � J LL 2 I � y�? t 0Ir i Y (4 ED N+ + + 2 " I i Cj � z -- 29.33 LF 12" 0900 0 (].54%44+00�-- I 3 vl 0. W �c I _ td 45+00 -A _�- -- _6� T�,C;�'8 j-�:I - -- R i 1 0 -7.0 LF 18,. PVC 0 0.00%c, -- - - - + - - - — 2663_ I Sr Block 2 DMH Al STA: 21+83.58, 513.58' L 2 /f RIM: 2661.38 6 SDCB Al 6r / 12" IN: 2657.80 (N) STA: 21 +83.19, 521.80' L 18' OUT: 2657.30 (W) RIM: 2660.97 f 1 O. r SUMP: 2656.30 12" IN: 2657.84 (N) -7 cfs 1 � /IISUMP: 2656.844 5� 1.63 cfs ; r - / l EAY E S. NSHEET ATURALC-301 E. SICILY DRIVE PUBLIC ROADWAY 7 ss- 1�1 1 1 J 1 p f £ off', 1 � 1 / HORZ 0 30 60 VERT 0 5 1D SCALE IN FEET 2675 CURVE # - RADIUS TANGENT DELTA 2675 CHORD LENGTH ..... ... .. .......................... ... I ............... . 30.00 VC ... .......................... 90'09 25" S64'09'27"W 35.40' ......... .. ........... ........................ ............ PVI:44+96:39-(2662.21).... 24.93' ....... s H } 1 HF:44+9.2.$9 2.662.17FG 98'00'41 " S72'26'31 "W 37.74' ¢ I ......... - K.23.12 AD: -1.3% ao rn 86'58'29" 520'03'05"E 34.41' ,� .... .. N . .... .......... .. ... .. .......... a,c9...... ca 00 Z 87'42'19" N 15`08'40"W 2870 n U) In 38.28' I 25.00' + n _ � 87'43'38" 2670 � I M + GO d- r � r� 'i a Ln 10.6 It04 {C4 F I" N OD [ND r ....... ................. .......... .. + �rN W ........... ........ N .... . .. .. ......... t ............. .. ... .. ................ FINISH GRADE ®� OF ROAD 2665 2685 ......... ....... .......... . ........ .... ..... ............. ............ .. .........- i. 0.50 ............0.80x\. �.� _0:5[3X .. .'0.50%'... 2660 2660 EXISTING GROUND 0 (L OF ROAD .. 12" C-900 STORM DRAIN .. .. ...... . ....... ..... 2655 2655 .................. ............. w) r.. ................ •t C? �S .. ..... 0 1! 0 ... �.. n .... �? . ....... . ..... ..... ...... . TFC14 N N ........_. N to ....... . N <n � .......... ,— c) cpco<o r Nca ............ . ...... .. N N -....................TZ tV N to....... .. ED N N co Qa N N .. ,. N N .- �N [V Cv 2650 2650 43+00 43+50 44+00 44+50 45+00 45+50 46+00 NOTES TO CO NTRACTO R m i 1. ADD 2600 'FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL 5) ELEVATION. LU J2. SEWER AND STORM DRAIN LENGTHS ARE HORIZONTALLY (2D) MEASURED LL Ili FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ra THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO r COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, v INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. v 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. S. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. 2695 2690 2685 2680 2675 2670 20+00 E. PALERMO DRIVE PUBLIC ROADWAY 20+50 21+00 21+50 22+00 2695 2690 2685 2680 2675 2670 22+50 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.34' 25.00' 25.07' 90'09 25" S64'09'27"W 35.40' C2 39.20' 25.00' 24.93' 89'50'35" s H } 1 25.00' 28.76' 98'00'41 " S72'26'31 "W 37.74' z I 25.00' 23.71' 86'58'29" 520'03'05"E 34.41' C5 38.27' 1 24.02' 87'42'19" N 15`08'40"W LV C6 L_ 38.28' I 25.00' 24.03' 87'43'38" 572'34'19"W � I M LL1 20+50 21+00 21+50 22+00 2695 2690 2685 2680 2675 2670 22+50 CURVE TABLE CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.34' 25.00' 25.07' 90'09 25" S64'09'27"W 35.40' C2 39.20' 25.00' 24.93' 89'50'35" S25'50'33"E 35.31' C3 42.77' 25.00' 28.76' 98'00'41 " S72'26'31 "W 37.74' C4 37.95' 25.00' 23.71' 86'58'29" 520'03'05"E 34.41' C5 38.27' 25.00' 24.02' 87'42'19" N 15`08'40"W 34.64' C6 L_ 38.28' I 25.00' 24.03' 87'43'38" 572'34'19"W 34.65' oy 1z ROADWAY NOTES 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702 0 5' CONCRETE SIDEWALK PER ACRD SUPPLEMENT TO ISPWC SD -709 TYPE H2 PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH DETECTABLE WARNINGS PER ISPWC SD -712 4 5 LF CURB TRANSITION FROM EXISTING VERTICAL CURB TO ROLLED CURB SAWCUT AND REMOVE EXISTING SIQEWALK. GRIND EXISTING CURB FLUSH WITH GUTTER PAN. INSTALL MID—BLOCK PEDESTRIAN RAMP TYPE G WITH 10' WIDE THROAT PER ACHD SUPPLEMENT TO ISPWC SD -712G. TACTILE WARNING SURFACE PER ACHD SUPPLEMENT TO ISPWC SD -712 MATCH EXISTING SIDEWALK Q MATCH EXISTING CURB AND GUTTER 's SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD ROADWAY NOTE 5 ON SHEET C-002. ALSO PER ACHD SUPPLEMENT TO ISPWC SD -303. MATCH EXISTING VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -709 1Ii TYPE A PEDESTRIAN RAMP PER ISPWC SD -712A WITH DETECTABLE WARNINGS PER ISPWC SD -712 11 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701 12 10' ASPHALT PATHWAY c-sr�t 13 5' ASPHALT PATHWAY D C-561 14 SAWCUT AND REMOVE EXIS SIDEWALK. GRIND EXISTING CURB FLUSH WITH GUTTER PAN. INSTALL 10' WIDE CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -7108. 15 6' FENCE PER LANDSCAPE PLANS 16 12' WIDE DOUBLE SWINGING GATES. COORDINATE WITH NMID 17 EXISTING FENCE TO PROTECT IN PLACE 18 EXISTING STREET LIGHT TO PROTECT IN PLACE 19 EXISTING SEEPAGE BED TO PROTECT IN PLACE 2D SAWCUT AND MATCH EXISTING ASPHALT PATHWAY 21 CONCRETE CURB LOCATED ALONG RAMP SLOPE. CURB HEIGHT VARIES FROM 0" TO 6" ALONG RAMP DRAINAGE NOTES D1 48"0 CATCH MANHOLE PER ISPWC SD -611 D2 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC SD -604A 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 f these rpsponsibi!' iie'S? BY DATE ADA COUNTY HIGHWAY DISTRICT Kwwwwft below. CII beftm you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES fJV-B J -U-13 ENGINEERS, INC. Qcr) C:) cc ©d) ti Wo a (D o P�' I,0 CD C � p Z co U) m li C3 [j L0 � m SAL 2 ✓G, ' �E' 0 f �a. �� X u� z �LU ¢ z :J ? = (00 WWW 0 >.LU0LU_ 0U M 00 z00:m °7 <nz� ❑caws Q � O z 0 gzoX1-0 w�-�z� u�+00 12S"n �o 8 'W Is, z �- Ono W > ? wow, Lun ��¢ w -z (7itzUj0= =zLi 0 -�0co<(, Cf) LU 0 Lu J O Cil U) = 02 Er Ir [L 'fid C/3 © 0 < LU Z (L z LU cn � Lu L U M 3 Ir WEE 0 LU LU {13 U 0 M LL1 FILE : 10-18-014C-303 JUB PROJ. #: 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB ONE INCH _ I AT FULL SIZE, iF NOT ONE C C GC LAST UPDATED: 7f27I2018 SHEET NUMBER: C-303 I i I I STA: 15+55 ILEN: 43' INV: 55.8 I� 0 0 Q N I U-) 0 I� Ld wx z U3 0 W En SEINER LINE A E. SICILY DRIVE I FIRE HYDRANT ASSEMBLY PER COM SD -W8. PROVIDE 12.5 W HQRZ O 30 80 VERT 0 5 10 SCALE IN FEET 2670 FIRE HYDRANT ASSEMBLY PER COM SD -W8. PROVIDE 12.5 LF OF 6" WATER LINE w2 11.25' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w3 REMOVE EXISTING BLOWOFF VALVE AND CONNECT TO . ................ .. . ............................,...,.. ..... ..... .. w4 3/4" SINGLE SERVICE CONNECTION PER COM SD -W1 ...... ......... .. ...... . ................... EXISTING GROUND .... ( ' POTABLE/NON-POTABLE MAIN CROSSING. SEE WATER NOTE 2 c� (D ON SHEET C-002. ws TEE WITH THRUST BLOCKING PER ISPWC SD -403 w9 ............................ ................... ......... ........ ..... ............. C q- OF SEWER ... CD z c� .. ..... ......... ................... .. .. ... L .......... ........... 2665 z ca 11 m U) U) LL - W - D CJ= LU LO Lia 0 FINISH RADE .................................. or z W 0 (;-O SEWER F --.................. ........................ ............. ............. .. ................... .. ....... ....... .. ... ...... .. .....,..... ,� �.... ................ ......... . 12" STORM 6" PRESSURE . ........................ DRAIN 2660 IRRIGATION C5 .... W7 ............. -..... ..... .. ............... 2655 Q............ ........................................ .... . 8" WATER ..... .. ........... .. . .. .... ......... ..................... . .... .............................. .... .. ..... � 277.8LF 8 � 0.42 - ..... �. 76.4 LF 8 a 0.423' 95.9 LF $" 0.423; - $" LF 0.42% ..... .. ;:56.1 2650 LU... .. .. ... .... .. . . .... ... ... ..... ..... .. ... SSMH4 .. ..... .. .. ...... .... ...... .. ... ... .... ..... ...... .. ..... .... - - - -STA: 15+22.24, 0.00 RIM: 2661.65 H �� .... 8„ IN: 2652.84 (W) ..... .. ............................ STA: 12+40.46. 0.0 SSMH 2 . ......... SSMH 1 = $ OUT: 2652.74 (E) RIM: 2661.39 STA: 11+60.03, 0.00' 8" IN: 2651.5$ (W)RIM: STA: 0+60.13, 0.00' 1 EX SSMH STA; 10+00.00, 0.00' 2645 RIM: 2 2661.83 ......... . ........... . .. .... .. ......... ......................................- ..... ................................ 8" IN: 2651.58 S ........ . . .. 1661(w .. () 8 IN 2651 8" IN: 2650.66 (W) ... RIM: 2662.06 ... ...... . co LU .............. ........ 8" OUT: 2651.48 (E) a" OUT: 2651.06 (E) ....... ... ..... 8" OUT: 2650.56 (E) " • 8 IN. 2650.33 (W) � ...... LU ........... ....... ....... ........... .................... ............ 2640 °2 15+605+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+' n� m wLU i5 � <n o c � NTS TO CQNTRACTCR m Z) 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL m w ELEVATION. 2. SEWER AND STORM DRAIN LENGTHS ARE HORIZONTALLY (21)) MEASURED d LuFROM INSIDE FACE T4 INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. <¢ m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO m COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY r �2 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ra o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS izz v PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY n ENGINEER OF ANY DISCREPANCY. L 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY Q c PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING '676 FROM THE ENGINEER. a. C, 2670 2665 2660 2655 2650 2645 2640 75 "Nk C SEWER KEYED NOTES tz 51 48-0 SEWER MANHOLE PER ISPWC SD -501 S2 4" SEINER SERVICE CONNECTION CSD 2% MIN. SLOPE PER ISPWC SD -511A. MARK PER COM SD-SW3 s3 CONNECT TO EXISTING SEWER MANHOLE s4 REMOVE AND DISPOSE OF EXISTING SEWER CLEANOUT WATER KEYED NOTES w1 FIRE HYDRANT ASSEMBLY PER COM SD -W8. PROVIDE 12.5 LF OF 6" WATER LINE w2 11.25' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w3 REMOVE EXISTING BLOWOFF VALVE AND CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO START OF CONSTRUCTION w4 3/4" SINGLE SERVICE CONNECTION PER COM SD -W1 w5 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 w6 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE 3 ON SHEET C-002. ( ' POTABLE/NON-POTABLE MAIN CROSSING. SEE WATER NOTE 2 c� (D ON SHEET C-002. ws TEE WITH THRUST BLOCKING PER ISPWC SD -403 w9 8" GATE VALVE WITH THRUST BLOCKING PER ISPWC SD -403 C�,((EP,1DIANt-- 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 Know VIII'4' s bebm . Coil before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES f Ji J•B J -U -B ENGINEERS, INC. '12 �• t 7116 !�4 �fG•�'�rF 0 F 1� E. 134�-�a m zWm L MzIW 0-W j "❑K-�❑ Q01 7 a } slL 10 Z J C" 'Lu ozow�o 550mr< LU co 0_❑ cz, zaW1'M wW� J W Q W�0-W,'I W z 0 2 ��=zo �0(0<W `4- d z z z _0 U) Q Er Q W 0 c� (D c° U) z 0 Cr Imo" u)p IZ W LU- a) 0 CD z c� a) :5 -i < W W z ca 11 m U) U) LL W 0 D CJ= LU LO Lia 0 0 or z '12 �• t 7116 !�4 �fG•�'�rF 0 F 1� E. 134�-�a m zWm L MzIW 0-W j "❑K-�❑ Q01 7 a } slL 10 Z J C" 'Lu ozow�o 550mr< LU co 0_❑ cz, zaW1'M wW� J W Q W�0-W,'I W z 0 2 ��=zo �0(0<W `4- d z z _0 U) W ZD p LL U) _ < 0 Cr Imo" u)p IZ W LU- z z ¢ Cf) :5 -i < W W a � 11 U) W � CJ= LU Lia 0 0 or z W 0 FILE: 10-18-014C-401 JUB PROJ. #: 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB I ONE INCH AT FULL SIZE, IF NOT ONE LAST UPDATED: 6/28/2418 SHEET NUMBER: C-401 a� L 0] m W r m 0) P FL M s N N ti a6 n 6 d 71 15 STA: 17+55 52 LEN: 42' INV: 654.8 STA: 17+74 S2 LEN: 33' INV: 654.7 2670 2665 2660 2655 2650 14 STA: 17+05 S2 LEN: 42' INV. 655.0 SS SFA: 17+24 S2 LEN: 33' INV: 655.0 12 o W 17+OD Block 1 13 STA: 16+55 52 LEN: 42' INV: 655.3 SS STA: 16+74 S2 LEN: 33' INV: 655.2 Black 3 11 SEWER LINE A E. SICILY DRIVE 12 KO LF 8" W STA: 16+05 52 LEN: 42' INV: 655.5 46 SEWER LINE B SEE SHEET C-403 HCRZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2670 2665 2660 2655 2650 2645 2645 18+29 18+00 17+50 NOTES M CONTRACTOR m 7' 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL LO ELEVATION. -22. SEWER AND STORM DRAIN LENGTHS ARE HORIZONTALLY (21)) MEASURED LL FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTMTIES AND AGREES TO BE FULLY 2 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, S 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. v 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY D PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. 17+UU I b+")U I b+UU 15+60 2690 2685 2680 2675 2670 2665 2660 20+00 SEWER LINE C E. PALERMO DRIVE 7 20+50 21+00 21+50 22+00 2690 2685 2680 2675 2670 2665 2660 22+50 SEWER KEYED NOTES s1 48"0 SEWER MANHOLE PER ISPWC SD -501 S2 4" SEWER SERVICE CONNECTION 0 2% MIN. SLOPE PER ISPWC SD -51 1A. MARK PER COM SD—SW3 53 8" TRAFFIC RATED "T" TYPE CLEAN—OUT PER COM SUPPLEMENT TO ISPWC SD—S1 WATER KEYED NOTES CED 8" CROSS WITH THRUST BLOCKING PER ISPWC SD -403 w2 11.2.5' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w3 REMOVE EXISTING BLOWOFF VALVE AND CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO START OF CONSTRUCTION W4 8" GATE VALVE WITH THRUST BLOCKING PER ISPWC SD -403 WS 3/4" DOUBLE SERVICE CONNECTION PER COM SD—W3 ws POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE 3 ON SHEET C-002. (YZ) POTABLE/NON— POTABLE MAIN CROSSING. SEE WATER NOTE 2 ON SHEET C-002. W8 MINIMUM WATER PIPE DEFLECTION THROUGH CURVE PER MANUFACTURERS RECOMMENDATIONS AND MERIDIAN DESIGN STANDARDS 4--7, D. CONTRACTOR TO VERIFY PIPE DOES NOT EXCEED X THE MANUFACTURES RECOMMENDED DEFLECTION OF 1 DEGREE. )2 DEGREE DEFLECTION ANGLE IS TO BE USED. ws INSTALL 2" BLOWOFF ASSEMBLY PER COM SD—W13 fE ID N APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, 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 [pate Kimm whams below. roWl before ym dlg. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES JV'B J -U -B ENGINEERS, INC. Z a) 'qt > It o C) W Q T 0 (-0 a W _r_[V C CO Z U a) 00 c6 L'3 � :3 C) z m C/),= W C6 ai ° m In IL c� 'o N m % oA 711.7I1a a�C7 �r£of�o fN E. BOZ°a� �-:' zWao _ LU LU W U a wwo 0 >-w0w�- aol-=zWmw 00 �� a OW4 m0 a z<Mm0 9'' '0'zJ amW az c coo LLzul� 0 o T 08 w z� Woo=K co J N I �wW= ~0 Q W 0 Y M1Yzn= to [ J W jr W _j0 xzz© � 0 cc (0 O Z O U) 00 D �< Cl) W " 3 c W W W U-1 0 CC z W C) 1 EL {. 00 Ir Z I_ Q Qw Z z d LU W W rWr^ cc vJ FILE : 10-18-014 C-402 JUB PROD, # : 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB ONE INCE/ �1 AT FULL SIZE, IF NOT ONE _____1hLQH__SCALE_AQC0RDINQLY LAST UPDATED: 6/28/2018 SHEET NUMBER: C-402 o a� W 7--W— - - - - SS z 16+Ld En _� =w V) W5 STA: 16+24 STA: 15+74 GD LEN: 33' 12 LEN: 32' I INV: 655.5 INV: 655,7 I 10 9 I 46 SEWER LINE B SEE SHEET C-403 HCRZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2670 2665 2660 2655 2650 2645 2645 18+29 18+00 17+50 NOTES M CONTRACTOR m 7' 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL LO ELEVATION. -22. SEWER AND STORM DRAIN LENGTHS ARE HORIZONTALLY (21)) MEASURED LL FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTMTIES AND AGREES TO BE FULLY 2 RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, S 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. v 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY D PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. 17+UU I b+")U I b+UU 15+60 2690 2685 2680 2675 2670 2665 2660 20+00 SEWER LINE C E. PALERMO DRIVE 7 20+50 21+00 21+50 22+00 2690 2685 2680 2675 2670 2665 2660 22+50 SEWER KEYED NOTES s1 48"0 SEWER MANHOLE PER ISPWC SD -501 S2 4" SEWER SERVICE CONNECTION 0 2% MIN. SLOPE PER ISPWC SD -51 1A. MARK PER COM SD—SW3 53 8" TRAFFIC RATED "T" TYPE CLEAN—OUT PER COM SUPPLEMENT TO ISPWC SD—S1 WATER KEYED NOTES CED 8" CROSS WITH THRUST BLOCKING PER ISPWC SD -403 w2 11.2.5' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w3 REMOVE EXISTING BLOWOFF VALVE AND CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO START OF CONSTRUCTION W4 8" GATE VALVE WITH THRUST BLOCKING PER ISPWC SD -403 WS 3/4" DOUBLE SERVICE CONNECTION PER COM SD—W3 ws POTABLE/NON—POTABLE SERVICE CROSSING. SEE WATER NOTE 3 ON SHEET C-002. (YZ) POTABLE/NON— POTABLE MAIN CROSSING. SEE WATER NOTE 2 ON SHEET C-002. W8 MINIMUM WATER PIPE DEFLECTION THROUGH CURVE PER MANUFACTURERS RECOMMENDATIONS AND MERIDIAN DESIGN STANDARDS 4--7, D. CONTRACTOR TO VERIFY PIPE DOES NOT EXCEED X THE MANUFACTURES RECOMMENDED DEFLECTION OF 1 DEGREE. )2 DEGREE DEFLECTION ANGLE IS TO BE USED. ws INSTALL 2" BLOWOFF ASSEMBLY PER COM SD—W13 fE ID N APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, 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 [pate Kimm whams below. roWl before ym dlg. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES JV'B J -U -B ENGINEERS, INC. Z a) 'qt > It o C) W Q T 0 (-0 a W _r_[V C CO Z U a) 00 c6 L'3 � :3 C) z m C/),= W C6 ai ° m In IL c� 'o N m % oA 711.7I1a a�C7 �r£of�o fN E. BOZ°a� �-:' zWao _ LU LU W U a wwo 0 >-w0w�- aol-=zWmw 00 �� a OW4 m0 a z<Mm0 9'' '0'zJ amW az c coo LLzul� 0 o T 08 w z� Woo=K co J N I �wW= ~0 Q W 0 Y M1Yzn= to [ J W jr W _j0 xzz© � 0 cc (0 O Z O U) 00 D �< Cl) W " 3 c W W W U-1 0 CC z W C) 1 EL {. 00 Ir Z I_ Q Qw Z z d LU W W rWr^ cc vJ FILE : 10-18-014 C-402 JUB PROD, # : 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB ONE INCE/ �1 AT FULL SIZE, IF NOT ONE _____1hLQH__SCALE_AQC0RDINQLY LAST UPDATED: 6/28/2018 SHEET NUMBER: C-402 N/6 268 268 267 267 266 21 0 266 I= U W 0 U 265 a u w iu rn � m C Ca J ui m M LL o LL � W ua 20 ¢m tr �co 265 264 - SS• ---- 5S SEWER LINE A SEE SHEET C--401 SEWER LINE B SEWER LINE A S. NATURAL WAY SEE SHEET C-401 5 ........ .. .. ...................... ....... ...... - .. - .. ...... ....... ... .......... ............. ................ .. .- ...... ....... . ..... ......_..... .. .. ...... ...........�......... I.. ........................ ........ . ......... ter, ....... . ....I ................. ........................ .............. ..............,.,...,... - -------..........: ........................ ... .............. ....... ........................ ............. ............. .......... . ........ ......._. .. ...................... .......,.._ ....................................... ....,,,,, ...... '�...,.�,�... EXISTING GROUND .................... ......... ........ �-� ....................... 0 OF SEWER .............. .......-.. .............................. .,......................... .............. .......... .. ........ ....I....... . ...... ................I....... .....................I.. ..... FINISH GRADE -,. .......... ......... . ....... ----................ .............. . ..................... .... ....................... ............ 0 q_ OF SEWER...... 5 37.6 LF 8,. 0 �'� ........ .. ............. ...... .......... . .. ...�:`..:� r ....... .....:........ . ........... ..... „ _.._....... ......... ......,,.......... . . - --------- ........... ... ............... ....................... ............. �.............. ........... -- -- - ......... .. . . .................. ... ............. ....... 14 ........ .... -� .............. ...... ....... �.�.�. ...... ... .... ... .... ~ ....� ........ ... .... ........................ ........................ . . .... . .......�`....,......... rO ISSMH 10 �. - - E STA: 10+40.20, 0.00' ..........i.......................RIM: 2679.80 ......... �... .. � 6" PRESSOR IRRIGATION .... ....... ......... ....... ............................ . 8" IN: 2671.97 (SW) ........ �.. .. 8" IN: 2671.97 (NW) 18 .... . . . ... ............ ... _ ........... p S .. . . x OUT: 2671.87 (NE) . C� 0 SSCO 1 8" WATER STA: 10+00.00, CAO' .......... .. ....... ..... ... ........ ...... ..... ............ ........ RIM: 2680.65 SSMH 9 ..... .. .. ..8" OUT: 2672.77 (NE) ............ ...................... STA. 11+84.67, O.aa' ....... ... ... ........... ..._............ ....RIM: 2675.01 ..................... .. .... . .... .... . ................. ......... ........ .................,..8" IN: 2666.09 (SW).... .. ............................. .. .. . ...... . .. .................. 8" OUT: 2665.99 (NE) -_ 122.1 LF 8" 0 1.74y, 5 ............ ..... ....... .... ............... ... .... .__...... F " .. ............... .. .. ........ ..... . .,...._ .. ...._, ....- ........ ....... ................. ..... 81%.. 1. ................................................... ..... . ....... .. .. .. .... .... 929; .. .................-........ ..,.. - SSMH x 53. ? LF 8" � i, ............. . .. ......... .................. ................. ..... .. STA: 13+ 69.14, O.00' .............................. .. ..... ... SSMH 7 ..I........ RIM: 2666.31 STA: 14+95.26, 0.00' MH 0 - 8" IN: 2655.97 (SW) RIM: 2662.70 STA: 15+51.98, 0.00' 79 SSMH 3 . ........................ ...... .. ....................................._._..... .................... ..... ........,.................... ...................... .......... x" OUT: 2655.87 (NE) ................................ 75 (SW) 8" � STA 1 IN 2653 .................... " 8" IN: 2652.70 (SW) .s . 5 OUT: 2653 6 (NE) RIM: 2661..39 8 OUT: 2652.60 (N) ................................................................... ..... . ...... _ . 8" IN: 2651 58 (W).. ... . ...... .. ....................... 8 IN: 2651.58 S 8" OUT: 2651.48 (E) 5 - 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+3 NOTES TO CONTRACTOR 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER AND STORM DRAIN 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, 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. ".685 gaE 2675 2670 2665 2660 2655 2650 2645 4 "lv',� C HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET SEINER KEYED NOTES S1 48"0 SEWER MANHOLE PER ISPWC SD -501 S2 4" SEWER SERVICE CONNECTION CSA 2% MIN. SLOPE PER ISPWC SD -51 1 A. MARK PER COM SD-SW3 s3 8" TRAFFIC RATED 'T" TYPE CLEAN-OUT PER COM SUPPLEMENT TO ISPWC SD -S1 WATER KEYED NOTES W1 FIRE HYDRANT ASSEMBLY PER COM SD -W8. PROVIDE 12.5 LF OF 6" WATER LINE W2 11.25' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 W3 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w4 3/4" SINGLE SERVICE CONNECTION PER COM SD -W1 W5 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 ws POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE 3 ON SHEET C-002. W7 POTABLE/NON-POTABLE MAIN CROSSING, SEE WATER NOTE 2 ON SHEET C-002. wx 8" CROSS WITH THRUST BLOCKING PER ISPWC SD -403 w9 8" TEE WITH THRUST BLOCKING PER ISPWC SD --403 w1 a 8" GATE VALVE WITH THRUST BLOCKING PER ISPWC SD -403 W11 INSTALL 2" BLOWOFF ASSEMBLY PER COM SD -W13 C%�f]EAIDTAN- 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 Bate, K RryY YM*ars below. Call befvre you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CJAJ-B =_7� J -U -B ENGINEERS, INC. Z > d- <0cQ Ic W 0 0 (}� r (D (6 o W N t? � Z coca Lice (D :3C) C11 Z m U) C U) IL 'Q 0 NOTES TO CONTRACTOR 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 2. SEWER AND STORM DRAIN 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, 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. ".685 gaE 2675 2670 2665 2660 2655 2650 2645 4 "lv',� C HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET SEINER KEYED NOTES S1 48"0 SEWER MANHOLE PER ISPWC SD -501 S2 4" SEWER SERVICE CONNECTION CSA 2% MIN. SLOPE PER ISPWC SD -51 1 A. MARK PER COM SD-SW3 s3 8" TRAFFIC RATED 'T" TYPE CLEAN-OUT PER COM SUPPLEMENT TO ISPWC SD -S1 WATER KEYED NOTES W1 FIRE HYDRANT ASSEMBLY PER COM SD -W8. PROVIDE 12.5 LF OF 6" WATER LINE W2 11.25' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 W3 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD -403 w4 3/4" SINGLE SERVICE CONNECTION PER COM SD -W1 W5 3/4" DOUBLE SERVICE CONNECTION PER COM SD -W3 ws POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE 3 ON SHEET C-002. W7 POTABLE/NON-POTABLE MAIN CROSSING, SEE WATER NOTE 2 ON SHEET C-002. wx 8" CROSS WITH THRUST BLOCKING PER ISPWC SD -403 w9 8" TEE WITH THRUST BLOCKING PER ISPWC SD --403 w1 a 8" GATE VALVE WITH THRUST BLOCKING PER ISPWC SD -403 W11 INSTALL 2" BLOWOFF ASSEMBLY PER COM SD -W13 C%�f]EAIDTAN- 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 Bate, K RryY YM*ars below. Call befvre you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CJAJ-B =_7� J -U -B ENGINEERS, INC. C ¢WWJ1 z'-U� 10Od0 WU[11R d=ymW o is U p J _ fI1 d` ma o �,Ij Ramo [/) k-^ W CL1zJ a s LQ� L LLI 2 z J W 1020=k¢ �0o o ZE2L"ojT � W = LU ��o WWW�z J W m < woWx = 1z) U1�JWW X mx¢}LLJ _j H=ZC3 �Ov1¢cn I- O z _0 c] W W 0 �- W U W W 0 C) CC W r� V J LL Cc Cm Q W <_j Z CE J W IZ W W U) W Cc U) FILE : 10-18-014 C-403 JUB PROJ. #: 10-18-014 DRAWN BY: JC DE=SIGN BY: JC CHECKED BY: JEB AT FULL SIZE, IF NOT ONE LAST UPDATED: 6/28/2018 SHEET NUMBER: C-403 Z > d- <0cQ Ic W 0 0 (}� r (D (6 o W N t? � Z coca Lice (D :3C) C11 Z m U) C U) IL 'Q 0 C ¢WWJ1 z'-U� 10Od0 WU[11R d=ymW o is U p J _ fI1 d` ma o �,Ij Ramo [/) k-^ W CL1zJ a s LQ� L LLI 2 z J W 1020=k¢ �0o o ZE2L"ojT � W = LU ��o WWW�z J W m < woWx = 1z) U1�JWW X mx¢}LLJ _j H=ZC3 �Ov1¢cn I- O z _0 c] W W 0 �- W U W W 0 C) CC W r� V J LL Cc Cm Q W <_j Z CE J W IZ W W U) W Cc U) FILE : 10-18-014 C-403 JUB PROJ. #: 10-18-014 DRAWN BY: JC DE=SIGN BY: JC CHECKED BY: JEB AT FULL SIZE, IF NOT ONE LAST UPDATED: 6/28/2018 SHEET NUMBER: C-403 5.00' 6.00' 37.00' I 18.50' 18.50' 16.50' 16.50' 6.00' . 5.00' 5.00' . 6.00' E. SICILY DRIVE '461 0.50% - _ - - - - - - - - - - - - - - - i I �Q as 37.00' 18.50' rL 18.50' 16.50' 16.50' r.,'1 S. NATURAL WAY 1 F PAI FRNAn nRlrrt= .M 1"=10' 5.00' 1 2 W' I I 2x I 2% I I I 2% AIA)(. —217 f rc 2X MAX. c. t.s c s —� 27. 2 3" ROLLED CURB AND ,r v GUTTER PER ACHD 2.5" SP -3 'MIX ASPHALT, PG 58-28 0 SUPPLEMENT TO 6" VERTICAL CURB AND `r ISPWCSD-702 TYP. 4" OF 3/4" CRUSHED GRAVEL CONCRETE SIDEWALK GUTTER PER ACHD 2.5" SP -3" MIX ASPHALT, PG 58-28 a ACHD SUPPLEMENT TO SUPPLEMENT TO 0 14" OF B" MINUS PIT RUN ISPWC SD -709 TYP. ISPWC SD -701 TYP. 4" OF 3/4" CRUSHED GRAVEL d'nK1PPPrc cincwei V 14" OF 6" MINUS PIT RUN ACHD SUPPLEMENT TO ISPWC SD -709 TYP. TYPICAL 3T STREET SECTION - ROLLED CURB VERTICAL CURB '°' SCALE:N.T.S. - TYPICAL 3T STREET SECTION - VERTICAL ICAL CURB Q SCALE: N.T.S. z Q C) C RIDENBAUGH CANAL , 14' NMID ACCESS 6' FENCE PER LANDSCAPE PLAN 2. ti 5% MATCH EXISTING 20' PATHWAY EASEMENT 10' PATHWAY 4' 12% " 2" ASPHALT 4" OF 3/4" CRUSHED GRAVEL COMPACTED SUBGRADE TO 95% DENSITY 4' 5% MAX 1 V ASPHALT PATHWAY TYPICAL SECTION SCALE.-N.T.S. 1' 5' PATHWAY 1' 5% MAX 27. 5% MAX 2" ASPHALT 4" OF 3/4" CRUSHED GRAVEL COMPACTED SUBGRADE TO 95% DENSITY F ASPHALT PATHWAY TYPICAL SECTION ,5uALE: N.T.S. 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 oes not relieve the Registered Engineer of th se responsibilities BY r .. - DATE ADA COUNTY HIGHWAY DISTRICT 0 KrKwv ~s bekw" CW1 belftwe you dig GALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J -U -B ENGINEERS, INC, z (1) d' Q o C/) IY 0,r[TJ W 'p pC7 �a I`- ti U Z U a) CC! OOD iU N Z3 ❑ Z Co CI) -= e LiJ U) 0 �v 12 T 0 if til` . BO n Z J LL :w zziea < 0 w U) a i<RUc» cr (0 0 Q C) �O z rJ= ,- TW I) UM, I--ILI ,I TW 0 Q 0clF J5 Uj LU 3: } W¢ 0 ,a < a_ LU r] Q m-m C) '00 of W Q z Cf) (y717 -(3}J M LU W ~ EL W l0 U) � �R]LuW 0 W Z Ir Uj W 0ZW��F- d 0�HU- l'LJ z�Q J 0 Cr � (J) Z 0 > W o W Wwm�:¢ i =ocz=)fn U) fL' J LLJ fL' 00z¢�a �aU)¢(h z T— O Z J < 0 w U) Q �O z 0 U) Uj LU 3: LI U) < a_ LU r] Q cc Q z Cf) O LU W ~ W l0 U) W Z Ir Uj W FILE: 10-18-014_0-501 JUB PROJ. #: 10 18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB I ^ ONE INCH AT FULL SIZE, IF NOT ONE INCH.CO LAST UPDATED: 7/27/2018 SHEET NUMBER: C-501 `a. to MAXIMUM GROUNDWATER ELEVATION 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. WRAP TOP AND SIDES OF MANHOLE TRENCH WITH GEOTEX 351 FILTER FABRIC NATIVE BACKFILL VARIES - SEE PLAIDS OBSERVATION WELL 5' MIN. z � 12" MIN. `I z La La I U) INSTALL SOLID CAP AT END OF PERFORATED PIPE 18' PERFORATED PVC (PERFORATIONS IN TOP Boz HALF OF PIPE) Un ANGULAR 314' M Y ROCK WITH MINIMUM 50% SINGLE FRACTURED FOOT - PLATE SEEPAGE BED NOTES: TYP. 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 TERMINATE AT BOTTOM OF SAND. 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, DESIGN INFILTRATION RATE IS 8 IN/HR PER THE GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC, DATED NOVEMBER 23, 2017. 6. GROUNDWATER WAS NOT ENCOUNTERED IN THE ON SITE BORINGS OR TEST PITS AND IS ANTICIPATED TO BE AT A DEPTH GREATER THAN 25' PER THE GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING LLC, DATED NOVEMBER 23, 2017. 7. REFER TO ACHD BMP -20 FOR SEEPAGE BED DETAILS AND SPECIFICATIONS 8. NO TREES TO BE PLANTED ON TOP OF SEEPAGE BED 9. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE REQUIRED INFILTRATION. 02EEPAGE BED SECTION SCALE: N.T.S. OBSERVATION WELLc-�oz 4 z n :I� FILTER SAND IN ACCORDANCE WITH ISPWC SECTION 801, OR ASTM C-33 WHICHEVER IS MOST STRINGENT. U X" - 3/$" PERFORATIONS IN VALLEYS OF CORRUGATED PIPE. 5 EA. 18" PIPE PERFORATION SCHEDULE SCALE:NTS GRASS -LINED SWALE 1� y 4.1 1.0' ,X' 3.0' ASTM C--33 Y°' ,. _ FILTER SAND 2.0' 3' 3' U;Jv—v ROCK RIP RAP PROTECTION TEMPORARY STORMWATER SWALE SCALE: NTS 6" A,.A TEMPORARY STORMWATER POND SCALE: N.T.S. FINISH GRADE t 2 (D IrIt 07 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 1 EA co .Q cor- 1'� 0 Q 1 9 O •s =a •a'. on .• LIJ �f ,, Rr- CY) co PLAN CONCRETE COLLAR .� t N.T.S. U 4 a) :30 USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES � Z 0 C a a W CI] STORM DRAINAGE FACILITIES a. 10 C) 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD z m x w W 6 SECTION CONCRETE COLLAR ** p V R a U I V DWA IT E I\ STANDARD DRAWING N.T.S. CONSTRUCTION 3 � a F 4 IL Sid -627 Li (ACHD SUPPLEMENT) wG e oa o e SECTION N.T.S. 2015 ACHD REVISIONSTANDARDS FORHPUBLIC WORKS p GROUNDWATER STANDARD DRAWING CONSTRUCTION GBSERVATION WELL SD ----627 (ACRD SUPPLEMENT) 1 OF 2 3' 3' U;Jv—v ROCK RIP RAP PROTECTION TEMPORARY STORMWATER SWALE SCALE: NTS 6" A,.A TEMPORARY STORMWATER POND SCALE: N.T.S. 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 Distri does not relieve the Registered Engineer f thes - es onsibiliti r r t:r I ti, BY DATE ADA COUNTY HIGHWAY DISTRICT 1111 mYII S bebw. +Wi hefivre you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CiAls 1► 7--=OOOOF J -U -B ENGINEERS, INC. LEGEND + WELL COVER, 8" DIA, WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER (D IrIt a 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) a 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER s TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE— cor- CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 0 Q 1 9 O Q PIPE SHALL BE PERFORATED PVC, ASTM D--3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" LIJ PIPE. DRILLED WELLS MAY USE 4" PIPE Rr- CY) co UQ NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK .� POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. a) :30 USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES � Z NOTES: C 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR W CI] STORM DRAINAGE FACILITIES a. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS C) 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION m 2015 ACHD REVISIONIDA DARDSGROUNDWATER FOR HPUBL CN WORKS ** p V R a U I V DWA IT E I\ STANDARD DRAWING CONSTRUCTION OBSERVATION WELL Sid -627 (ACHD SUPPLEMENT) 2 OF 2 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 Distri does not relieve the Registered Engineer f thes - es onsibiliti r r t:r I ti, BY DATE ADA COUNTY HIGHWAY DISTRICT 1111 mYII S bebw. +Wi hefivre you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CiAls 1► 7--=OOOOF J -U -B ENGINEERS, INC. 1AA L z W m =nco R0od0 C LU Um6- 0rw-jcc U ❑ k J � ¢ - mo 006 x �-(DQs W L7F--- < 3 a�0 � W -j 0boLJ W LL 0 z=�c)_ y J Q H D J W W 0=�¢ rrc>��� I z���� <U1JED2 H �wm z o DLD cnX LUL M LU W D z 0 0 o <60 r O Z Z O 0 InZD 0U 0 LU - z U) W 0 r LU U LU Uj 0 0 rC Z L I.J r� C) FILE : 10-18-014C-502 JUB PROJ, #: 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB J W L LI Z Q 0 AT FULL SIZE, IF NOT ONE INCH. c cco LAST UPDATED: 7/27/2018 SHEET NUMBER: C-502 (D IrIt cor- jr 0 Q 1 9 O cno LIJ Rr- CY) co 0 S] .� C` a) :30 � � Z C W CI] a) a. C) N m 1AA L z W m =nco R0od0 C LU Um6- 0rw-jcc U ❑ k J � ¢ - mo 006 x �-(DQs W L7F--- < 3 a�0 � W -j 0boLJ W LL 0 z=�c)_ y J Q H D J W W 0=�¢ rrc>��� I z���� <U1JED2 H �wm z o DLD cnX LUL M LU W D z 0 0 o <60 r O Z Z O 0 InZD 0U 0 LU - z U) W 0 r LU U LU Uj 0 0 rC Z L I.J r� C) FILE : 10-18-014C-502 JUB PROJ, #: 10-18-014 DRAWN BY: JC DESIGN BY: JC CHECKED BY: JEB J W L LI Z Q 0 AT FULL SIZE, IF NOT ONE INCH. c cco LAST UPDATED: 7/27/2018 SHEET NUMBER: C-502 I CP&F 114424259 I FW; Li.. PL.AT SHOWING, Caven- Ridge Estates Subdi'visi`on- N Nate o soft A TO* 3 RWqe City of Meridian, Ado-: County, Idaho. scws of ftcdry 201 19CP&F 114007714 E. mctwy PAW l �EE 1 , 31 w I t�*Tdft— UW U sI"4'44 410.91' L N7059'40" W 20.06' L3� 549'011141 94M* Lor 2Iw_W41 1► S6.051 L ss -r514" 140.06" Lf S24*34VwW 20.6W V XMOWV 64,18' Ls k23WI^ 1.81' La "WIS11311W 11W L L12 Nt 27 -Sr L13 N21r.W520E 50,16* L14 i75W'31 'E 28.94' Lis NW4 '3a"E tee' Lis WCP48'48W L117 LIG 011011IM37"f lQW3117"E 6044' 47.89' itt ' 81499 L20 y`• ai�yN y� � 11f 1♦ IV L22 NfiXW29V mW W SWIE I P %0 %W01 *F iewr■w.sw�F�rtw�..�.sa��• it•r�e.,. ii Lis N"43 WE 1153.77' 4 F LB. Rcow [14213)PRM i Silver pater Subdiviision No. 2 M/16 NW44"Wt f aC t F i 104/4 PA(elfweNdes, & Easement Notes 1 :PAGEPLAT BOO' Suof -- lot Une SecUm Une MYk F4ght _uf— Lkw. 1111 1 Lift Tie Wi y FEasement Una ACHD Sidewalk Easomiht line �... Pidenbaugh Cal famenimt Lkw FWWay lases I flacbm Garner Quarter -tion Corw found Brass Cap -- fbund Aluminum Cap FbuW 51e Rebar, PLS 5081, Unless Otherwise Noted ftund 1/ Rebar. PLS $019 _less Otherwise Noted Found 5 B* Rebar, Plastic Vcap Marked �8 111334vo �- Set 1 //*x24* Rebar, , t , Plastic Cap larked S °^Se 5/8`44* RabarL wNh - Plastic Cup lvlorW J—lJ-6 113W POW W Set pr FWnd Cum 1 Coume, Number CW1 ... Lot Number (Ty*1 Reforonce, Monument — PLS Number Food on Monument. M61NEEM, WC Wft. _ fmaw Suite 201, BaIK 10 93709X44 P = M 7330 f 2M 323 9336 w wwW**.Oom JUB Peon 1k. 10-18-014 SH VOF 7 . ........... .. ------- 77=1 Y7 M 5" Sheett) �or mete"WAO .11mi. wozes, X r-(ISWFWM W40M 94 HEET 2 OF 7 11111111111ir ............... -...... W7177 "I AME P: MN mial 5" Sheett) �or mete"WAO .11mi. wozes, X r-(ISWFWM W40M 94 HEET 2 OF 7 MIFF' Nft low.19 { Oki Q .,. �. � 11 WNW Rob Aw look �.C4 Lai see shelot I for LA Sao ShMA 5 For =to Documents. NotAN6 & EQWMnt Notes Curve Tobte - Tbft Shied- Onry 1A�Lmvffi Rath 044 V 1 'Y 11`04'511 9mrsat m le C5 22.7V I 1:pp OO' I-riD22`it�'►'" �i�"42V 22-V ry1 V 5G.07*Mir W53,050$wMVV i Nft low.19 { Oki Q .,. �. � 11 WNW Rob Aw look �.C4 Lai see shelot I for LA Sao ShMA 5 For =to Documents. NotAN6 & EQWMnt Notes Curve Tobte - Tbft Shied- Onry 1A�Lmvffi Rath 044 V 125W 11`04'511 9mrsat m le C5 22.7V I 1:pp OO' I-riD22`it�'►'" �i�"42V 22-V ry1 V 5G.07*Mir W53,050$wMVV iiM. g 242- 4U"1�2q�N1'. 29WIVI 17.3t M7 M~ - 31W IM1,10 S4'7.W4" 30SC C46 a" - ..- p W470 ^fir _ .. VAft* Sh at 3 J -U4& ENGINEERS, IN 2W RverAw Sub 201, Boise, ID p M 376 7330 f 20B 32311 36 w wwwjub. n A ..:Caven pro swift 0& am" LWMmft i i'vimmjjE644m "am .PLAT SHOWING Ridge -Estates West Subdivls Ar�". Shoot wrr wk i�yk riYiiWk! � �M � A�MNWYY Yf �k wYWi� 1raiWW1 ��ti a lWIIIW! Y imimisardiibiW See Sheet I For Legend See Shoot 5 For Reference DowftWts, MOM & E06KINot NOW MAT BW PAGE k;. «i! n No. .1 { r w. w a r SHEET 4 OF 7 PLAT SHOWING Caven Ridge Estates West Subdi.Viisiion No, A I. U 4 of Mw* 1, Lob i & 11 of Stock 2, & Lot 5 of Block 3 ore common bb mW 01 be owmd WWI eaintolned 1W haven Ridge EstaAss' Homsowners Association, i s . 1' pressurized irrigation system shall be owned and maintained by Nampa sib MWIftm brigaUft District, 3. Any re-subdiviston of 'lam plot shall comply with the applimble Zoning roqukuoro I1 the time of reg-subdivis, 4.. Minimum Building setba& Unes shall be In acewdafte with - of ian`s ZwDng Ordinance at the time of uance of the Deng permitJ. All last, And tract sizes shall meet dirnert onol standards as established In thus City of li oidiia "s drag Ordinance. a Lots shall not be reduced In size witimt mor rapprovol frog the health authority, 6. No additioncl domeaft eater° suppfies will be installed boWnd the water system approved in to sanitary rest1 1i re 7. Reftrence is made to VW P&M boom Wei" on Me w1h Ado Cou* Recorder regarding ti nal restrictiom Bottom elevation of Viral footings shall be set a minimum of 12 inches above the Wwat established n orn Icrater elevation. 4n April 18, 2015, test pits were advanced. by Sft Consulting, to = of 5 to 28 feet below the surface and no ground water Was encountered. gm This development recognizes Section -4503 of Idaho Com, Right. to Form Act, which states, '0No agricultural operation, agricultural facility or expansion thereof shalt be or become ra nuisance, p6vate or public, by any changed conditions in or about the surrounding nonagricultural activities after it has been In operation for ire than 1 year, when the operation, facility or exponsion was. not a nuisance at the Urm It began or was constructed. The provisiam of this section shall not apply when a nuisance results from the improper or negligent cation of an agricultural operation, agricultural faciffity or exponsion thereof," 1 C. This deveWpmert to wAqoct to ACHD Ucense,.Aomement Instrument No. 2017-111262. 11, This d�rsle>wr is Nampo & Mofdlan tnrlgctiarx District Construction Contract for Urban l nobvMer1it No. 2017-117239, and Bill of Sete Instrument No. 2017-117240. 12,'i is development is subject or City of Meriditan Development, Agreement Instrument No. 2017-0 74871. 13-Soe R000rd of Survey 18M for *ddDtionol lnfornXffion. Reference Documents Subdivisions; "rte Ridge Estates No. 1. ReRebtlon 111111doe N*A 3 * S Red Wig, 31we'ew- ater N&L. Surveys; ROSs 76, 1350, 8801, 9007, & 10W. Deeds: 113063327, 113101585, 113119159-67, 1131 140, 2+ 81DI)-�. 2014-09=k 2014-104335, 2015-008354-65, 2015-056371, 2015-095644L 2M7- E�snts: 20116-007M, 2:016-007140, 2$117-4=74t 174W44 201'7-118650,, 7 -i 1 &304 :> 18-012° 33. P*rUd Release.: 2011-118855 (2118° Un-ArOX1 ) 2017-082741 (#i######## ACHD SWM 1110 PLAT BOOK PAGI Emenvent Notes A Lot IS of Block 2 Ile hereby designoted as having o Lftft Easomat **-situated with said kot. land, OM appurtenant to irrigotion, sewerr ... cabledot's street lights;appurtawromtherift and lot r "aa •s 4 .<. -3- See Instnommt No. for exMing ACHO Skkua& Easements, 4. See Instmment No. 21 Wsttftg oftft Pressure Irrligotionsi dpreclude n9 .._.'E 's'i i:'a.' i; a! 4- a; sr,. M hard—surfaced 4 « a _. landscaping, parking, -iarear}' + i ( 4i. ! !• w ImprovementL 6. All am* tit. ­ 'are pardftl (or canceotric) to ft lines (:or orcs) that they are dimenslorod,frmn unle6.. s othe noted, SHEET 5 OF Caven .. West Subdivision-- No. 1 PLAT BOOK.... PAGE Cedficate f Ommers Ittaolf + itheses P �► an Koh* lrnftd Iicabili ,F company. does thereby certify that % Imo` l ` Estates 1 West Subditrieicar� ala. 1 t ;t ink t D Md Pte, r I'abed be4aw, In tib P1* A parcel of kW elltuated iii to northwest quarter of oto 30, Townshlpi 3 North, Range 1 East, Noise Moridion, City of Meridian. Ado County, lam, and being mots particufaliy 4wf kws. Commencing at ft northwest sectton corner of Section 30, Township 3 North, Range 1 East, Sorse Meridian; Thence S i25" ! 410.85 feet along the west. lino of the nom quarter of Section 30; Thence Thence SOW34"18'E 70.00 fed to tho Intersection of alta east —00 NVI ft of South,, kWdjon Rood (Hwy 83 Wwoodw Ow of the Rkdenbaugh COUllo and the southwest 4;orner of Red Wing Sobdivieixara (Book 105 of plats at Pages 14405 through 14409, records of Ado #"auk y, Idaho), 55,05 deet alone the boundary of Coven Ridge Estates SubdMsion, Thence 127.68 feet on a non—tangent out to the d9K owwmve northwesterly. having to radius of 24ZW foot, a central angle of =10'05% a chord bearing of S T, 5215 % wd a (:h of 1' Ut fo*L till boundary of Coven Ridge Estates Subdivision, Thence S44'08'28~E. 314.59 fad alwq %a tomer Ro of the Rkleobouo Cwod and the boundary of Red Wing Thence S57"31 �52-E, 69.47 feet oloft the center fine of the It bough tonal and the boundary of Rod `ding Subdivision,, Thence $717'5'38"E, 37.9.09 feet along the center rine of the Ridenbough Canal. and the boundary of lead Wing SubdWision. to tho POINT OF SEQNNIN Thence continu` S70'55' 15E, 749.34 feet al tutor lire of the Ride. nba . jh Canal fhAt boundaryof Rod Win. ubdividion and the boundary + eta' Sty 2 Bo f Plate at Pa 15649 through 15662,s Of County. #e0ho to the . � 1°� '� � . boundary � �< 4.. �yL71+ 110 � �4i� .. Mf 1"" '�t�i '4" '' #+'ir � � rowthwoot corner -of Cavan Midge Estates Subdivision No. 3 (ilk t 1 i of Plats at PaW* 15W ThnojO 1051, records of Ado Counbty. Idaho); Thence S19'fi4'44V. 49.91 feet ol*N the boundary of Cavan Rid Mates SubdMslon . Thence N7iY59'40'V, 20.06 feet along the boundary of Cavan Ridge~ Estates 'Su#adiviarlo Thence S1V01'48'VV. 94,00 feet along the boundary of Coven I dge Estate Subs ision; Th"ce S21'3ti'41 V, 55,05 deet alone the boundary of Coven Ridge Estates SubdMsion, Thence 127.68 feet on a non—tangent out to the d9K owwmve northwesterly. having to radius of 24ZW foot, a central angle of =10'05% a chord bearing of S T, 5215 % wd a (:h of 1' Ut fo*L till boundary of Coven Ridge Estates Subdivision, Thence S5751'54V, 14t3.05 foot along the bound.M of Cavon. IWO* Estotes Subdivision; Thence 272.44 feet on ca non—tangent curve to the tek corrom SbuthEeast, having ca radius of 487.0 tit„ a ce:ntrol angle of 3V '[3g", a chord bearing sof 'S4( 44"36 r.'and a mrd length of 298.135 feet, along the boundary of CaM Ridge EztoteB Subdivision; Thence S202IW171% 20.66 feet along the boundary of Estates Subd`n l4ion to that bound*ry of Parcel '`)C 5' (Spate Warranty Deed Instrument No. 113100373 end 1111110vanily Deed Instrument No. 2016-120082. records of Ada County. Idaho),- d ahso);Thean+ces Thence S21"10!", 54.38 Meet along the boundary of Pel W 1r; Thence N2TW1510, 1.81 fact along they boundary of Parcel *1711C At Thence N66'1 5'13"°W. 89.20 fast along the boundary of Parcel '"M r; Thence S12'2EV2BIV, 27.67 feet along the boundary of Porod *W Thence N61'1 71V, 50.10 feet along the boundary of Parcel OW '"�i" Thence N1 F 03`288, 27.57 feet alone the boundary of Parcel ow 54; Thence N26 38`52 E, 50.15 feet olo€ag this boundary of Parcel Thence N75'031% 2&94 fast along the boundary of Parcel "fiC Thence NW42*3n 43.06 feet along the boundary of Parcel "W 8 1 Thence 124A4 'feet on a curves to the 4911'1. having ca rodko of 425.00 flees, a l 1W4lV3r. a chord bearing of N37`05'47"E. end o chard length of 123.99 feet. along the boundary of Paras Sit Thence N 41W4*V, 11110.00 feet calm the boundary of Par+ 'M 5", Thence N45`37 7"E, 84.54 feet along the 4oun+dary of Parcel ''111C 5 i Thence N3r37"55"E, 47.59 feat along Vw boundary of Parcel ...0 Ir., Thom N72"W40"iPV. teat *)mv the boundary of IPorc+el on rf Thenco N7frIT17*i. 15 fact along the boundary of Parcel "TIC 51 Thence N71`11CWW, 92AS feet along the boundcry of Parcel 'M W; Thence. Nfi3'55'29V. 106.60feet along the boundary of Parc11 *W 1r; Thence NII W 4F1 wE.: "183.21 feet; Thence S`irlT45"51"E. ISM feet; Thence N19'14'09T, 105.23 foot to the POINT OF BE1 INNING. The above—described parte contoirte 7« acres, more or less. public shown this care hereby dedicated to the u t 'hr easements shown an this lot ore not to ► ub'lia hovielever h right t hereby reserved for the uses s e iiical : depicted to r " � lc � y l`i l� public. the g to � � +� s Is a h� c � glllli �, vW ether purposes designated hereon, and no perrrvaneitnt strructures, other than for such use's arwA purposes., are to bei. orsded Wft the litre of soh! omens. AN of tho hats within this subdiviaio r are etl[gfble to receive grater serves **M My of Vb"cn,and City of Meridian has agreed to w"in to serve all lots within the subdivision. Irrigation water has been fmm Narnc Meridian Irrigation best aonp�anca with Idaho Code 31-3805(1)(b)r Lots within this subdk4slon will be a trtle d to kvigation water rights, and will be obligated for assessments from Nampa & Meridian Irr;ga.ion District. M inn Wert, Manager CavtanciughE JV LLC r._� a lI * l Wo F oL i=i of- Ado 5 W On this y of— in the year- 20--, Wore sloe, a Notary Public in and for the Stake of Idaho, personally appeared D. Ryan inert, known or identified to me to be a Manager of ICavanough JV LLC, that executed the within kv*rument and acknowledged to me that Cavanaugh .Far` ILC executed the some. .._ c4 ' � � r i MICaael S. By,", it Vy that I arra a Professional Land Sunfeyor, licensed by tho Std of Idaho, and *At this plat of Coven Ridge Estates West Subdivision No. 1. as described kt Ow Certificate of and as shown on the at.toched plot is correct and er= surveyed in n#%P#WAAA1ft" ,.lambs I Aflk s Ow&rMImn #ies dni' a nn A -m irv^ua 1EGINEEt INC. 250 South Beechwood Avemsk Sufte 2M Soise. ID 709- p 208 376 7330 f 200 323 9 336 w .com SHED ! 6 OF of Central Dista 1*a1th Department os required by #rh Co4k Tft 50. Chapter 1.3 Tare been satisfied according .IWMIrw '# ► road an file With *4 Wider or Ne agent listing the condflsants of appimoviLSarAM oiistrictljons may bell IF-1Pn a"ordance with Becton 50-1326, Idaho OWlo, by 6* Issuome of a coUMMUF 94 DaW Approval dCountyThe . foregoing s.plat was acceptedtw to Boardof :.do Ifthway ..M,. x • M .a a,M ... Lift- County Surveyor 1, the undersigned, Professional UuW Surveyor for Ado OMMt6 Idaho* do hore t cerft Owt i have chocked this plat and find that it compfies with the Of WOW COde relating to Plots and surveyc Aft County Sum Date *.#ertificaW of County L the urffts", CourAy Treasurer In and *w Qw County of -ZIs. %ftte of Idaho, Per_ 110 of Idaho Code 50-1308, do bWMb y aortity that any and all current and/or 01114"U"t ;;;Wpr4p*rV taxes for the property indbW bt 06 proposed subdivision have bash jWd In A& U10 *wbT*a% is Yand for the next thirty (30) :fto only, Commission Pr'"den Ada County Highway Di County Rewrdees Ce Approval of lan City Exorow mat* of Matto 4 VW: WWV*jgn CrV E , in 0,W for 'fie Oty at MwMkn# Mo qty, Woho, d* t Ods PIOL I hweby " that Ub habutnod was. Ned at the requnt at JUS Engineers, Inc, at this doy of® In t efhno WO was nx*rded in Mwiftn Ck Effigineor Date ook_, cf Plats at Pages,�..,,.� � .... Fee Deputy Appmal ofMend a 1 Cfty Cound L O wulere`rgned. City Clark In cmd for the ty -of pian, Ado Cow0y, kldta� do -thd qt regular ruing of Vw City Council held an the �. tray of� pbt eeex duly accepted w4 opprcved. Icy Cleo* w 1 a ® South be"Nwd Avenue, Uft 203, ftbk ID8370" y Cy SHEET 7 OF 7