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CC - Construction Drawings1 . 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), 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 OF SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. 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. 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, CONTACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 5. 7. WORK SUBJECT TO APPOVAL 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. 8. 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. 9. ANY DEVIATION FROM THE APPROVED PLANS AND THE SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 10. ALL LOT DIMENSIONS AND EASEMENTS ARE TO BE TAKEN FROM THE PLAT OF WHITEACRE SUBDIVISION NO. 6 FOR ANY DETAILS OF OFF-SITE EASEMENTS CONTACT TOMLINSON CONSULTING, INC. OR THE OWNER. 11. ONE (1) SET OF CONSTRUCTION STAKES WILL BE PROVIDED BY THE OWNER'S SURVEYOR FOR THE FOLLOWING ITEMS: ROUGH GRADING, SANITARY SEWER MANHOLES AND SERVICE LOCATIONS AND TOP BACK OF CURB OR SIDEWALK. ALL CONSTRUCTION STAKING REQUEST WILL BE DISCUSSED AT THE PRECONSTRUCTION CONFERENCE. 12. ALL CONSTRUCTION STAKES MUST BE REQUESTED A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO PLANNED USE. 13. THE CONTACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATIONS OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFFSITE. 14. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR REESTABLISHING SAID POINTS. 15. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING IRRIGATION AND DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 16. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE OR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 17. PRIOR TO TRENCHING IN EXISTING ROADWAYS, 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 REPAVING. 18. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 19. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTOR'S CLAIM FOR ADDITIONAL COMPENSATION. 20. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY PERMIT FROM ACHD AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION. 21. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK -CHARGED TO THE CONTRACTOR BY THE OWNER. 22. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR'S ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 23. THE CONTACTOR IS TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. FAILURE TO CHECK THESE ELEVATIONS AND/OR PROPERLY NOTIFY ENGINEER MAY RESULT IN ADDITIONAL WORK BY THE CONTACTOR TO CORRECT PROBLEMS IN THE FIELD. 24. THE CONTRACTOR SHALL FILE AND SUBMIT A NOTICE OF INTENT (N01) ALONG WITH A STORM WATER POLLUTION PREVENTION PLAN TO MEET THE REQUIREMENTS OF THE ENVIRONMENTS& PROTECTION AGENCY (EPA) FOR CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 25. A GEOTECHNICAL REPORT PREPARED BY SITE CONSULTING, LLC, WAS USED IN THE DESIGN OF THESE PLANS. THIS REPORT AND ITS RECOMMENDATIONS SHALL BE CONSIDERED ALONG WITH THE USE OF THESE DESIGN PLANS. PLEASE CONTACT THE OWNER FOR COPIES OF THIS REPORT IF NECESSARY. 26. ANY PAVEMENT OR CONCRETE REPAIR FROM UTILITY WORK WITHIN ACHD RIGHT OF WAY SHALL BE IN ACCORDANCE WITH SECTION 6007.12.7. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16) 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) N0. FILENAME: E: Tom REVISIONS -INDEX OF PLAN I ol awA 111 Fil I= I pliml 0 off SHEETS - SHEET DESCRIPTION 1 COVER SHEET, PLAN INDEX VICINITY MAP, AND NOTES 2 SUBDIVISION PLAT 3 W. WAUKESHA STREET AND N AMBERCREEK AVE STREET PLAN AND PROFILE 4 STEET AND DRAINAGE DETAILS 5 LINE G, LINE H, AND LINE J SEWER 6 PRESSURE IRRIGATION PLAN i PRESSURE IRRIGATION DETAILS 8 STREET LIGHT PLAN AND WATER PLAN AND PROFILE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT--OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO 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. 4. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND 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. 5. WHEN CONNECTING TO EXISTING ASPHALT, THE CONTRACTOR SHALL SAW CUT 2.0 FT MINIMUM FROM THE EDGE OF PAVEMENT OR AS REQUIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT TO. 6. 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. 7. ALL COSTS OF RE -TESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 8. ALL COSTS INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR'S ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 9. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT AND OWNER'S ENGINEER. 10. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 11. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROADWAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN ANY BACK OF SIDEWALK (OR CURB IF NO SIDEWALK OR DETACHED SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 12. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 13. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE CURRENT EDITION OF I.S.P.W.C. 14. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 15. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 1. 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. 2. IF THE CUMULATIVE DAMAGE PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH UNE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4. 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. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS 16. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACHNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENDIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES LISTED BY DATE AND SHORT DESCRIPTIONS, WERE APPROVED FOR THE PROJECT: NONE. 17. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT EDITION OF THE IDAHO PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. 1. INLET CATCH BASIN TYPE IV, (FOR ROLLED CURB), ACHD SUPPLEMENTAL DRAWING NO. SD -604A. 2. CATCH BASIN GRATE TYPE III, ACHD SUPPLEMENTAL DRAWING NO. SD -610A. 3. MANHOLE COLLAR, ACHD SUPPLEMENTAL DRAWING NO. SD -616. 4. 6" VERTICAL CURB & GUTTER, ACHD SUPPLEMENTAL DRAWING NO. SD -701. 5. 3" ROLLED CURB & GUTTER, ACHD SUPPLEMENTAL DRAWING NO. SD -702. 6. CURB TERMINUS, I.S.P.W.C. DRAWING NO. SD -707 7. VALLEY GUTTER (4') ACHD SUPPLEMENTAL DRAWING NO. SD -708. 8. CONCRETE SIDEWALK, ACHD SUPPLEMENTAL DRAWING NO. SD -709. 9. DETECTABLE WARNING FOR PEDESTRIAN ACCESS, I.S.P.W.C. DRAWING NO. SD -712. 10. PEDESTRIAN RAMP TYPE "A" I.S.P.W.C. DRAWING NO. SD -712A. 11. PEDESTRIAN RAMP TYPE "C", I.S.P.W.C. DRAWING NO. SD -712C, MODIFIED FOR SEPARATED SIDEWALK. 12. PEDESTRIAN RAMP TYPE "H" FOR ROLLED CURB, ACHD SUPPLEMENTAL DRAWING NO. SD -712H. 13. TYPICAL STREET SECTION, ACHD SUPPLEMENTAL DRAWING NO. SD -801. 14. TYPICAL RURAL STREET SECTION, ACHD SUPPLEMENTAL DRAWING NO. SD -802. 15. GROUNDWATER OBSERVATION WELL, ACHD SUPPLEMENTAL DRAWING NO. SD -627. 16. TERMINUS BARRICADE, TYPE 11, ACHD SUPPLEMENTAL DRAWING NO. SD -1132A. 17. TERMINUS BARRICADE, TYPE UI, ACHD SUPPLEMENTAL DRAWING NO. SD -1132B. GNED BY: RT 3 WN BY: BEB 6 CKED BY: RT 9 rTE ROVED: 4DATEREV. O FILE: DATE: COGO FILE: DATE: 0 l DEVELOPER: BENCHMARKS Illi�OlYr1�11rYYII.1�I111�1Y��1�� PROVIDENCE PROPERTIES, LLC 701 S. ALLEN STREET #1 SET 5/8" IRON PIN W/ MERIDIAN, IDAHO 83642 Qi RED CONTROL CAP NAVD '88 ELEV=2587.61' #2 CHISLED "X" IN SIDEWALK !9 NAVD '88 ELEV=2591.42' _CIVIL _ENGINEER RICHARD J. rTOMLINSON, PE #3 CHISLEDX IN SIDEWALK CHISLED' 1f TOMLINSON CONSULTING INC. dl NAVD '88 ELEV=2587.83' 205 N. 10 TH, SUITE 200 BOISE, IDAHO 83702 (208) 424--2501 richOtomllnson--assoc.com GREG CARTER, PLS CALL MINIMUM 48 HOURS PRIOR IDAHO SURVEY GROUP, P.C. TO ANY EXCAVATION ON SITE 1450 E. WATERTOWER STREET (208)342-1585 OR 811 MERIDIAN, IDAHO 83642 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 WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION SER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7. ALL CCN INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 9. MANHOLES 4 FEET OR GREATER 1N DEPTH, SHALL BE TYPE "A" IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD 501. MANHOLES LESS THAN 4 FEET IN DEPTH SHALL BE CONSTRUCTED IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD 505. 10. SOLID WALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC). FOR PIPE SIZES 4 INCH TO 15 INCH, PIPE AND FITTINGS SHALL CONFORM TO ASTM D-3034, SDR 35. FOR PIPE SIZES 18 INCH TO 36 INCH, PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM F 679 AS SET FORTH BY THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, ISPWC. 11. SEWER PIPE WITH LESS THAN 3 FEET OF COVER SHALL BE CLASS 200 WATER PRESSURE PIPE, ASTM D2241, SDR 21 AS PER THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 12. A RUBBER RING IS TO BE INSTALLED WHERE THE PIPE IS IN CONTACT WITH THE MANHOLE BASE AND/OR ITS CHANNEL, IN ORDER TO ENSURE A WATERTIGHT SEAL. 13. STUB OUTS FOR SERVICE LINES SHALL BE MARKED IN ACCORDANCE WITH THE SUPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, DRAWING SW3. SERVICE LINE MARKERS SHALL REMAIN IN PLACE DURING CONSTRUCTION AND BE PRESENT FOR FINAL INSPECTION. 14. ALL MANHOLES SHALL BE CONSTRUCTED SO AS TO BE WATER TIGHT AND WITH THE TOP OF CONE LOCATED WITHIN 21" OF THE FINISHED GRADE. THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISERS AND GRADE RINGS. THE SEWER CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT ALL RING ELEVATIONS MATCH FINAL STREET GRADES. 15. THE PAVING CONTRACTOR SHALL SET THE GRADE RINGS AND POUR THE CONCRETE COLLARS PER ACHD'S SUPPLEMENTAL DRAWINGS TO ISPWC STANDARD DRAWING NO. SD -616. PROVIDE WATER TIGHT SEAL AT GRADE RINGS WHERE WATER TIGHT MANHOLES ARE REQUIRED. THE PAVING CONTRACTOR SHALL CONTACT ADA COUNTY HIGHWAY DISTRICT 24 HOURS PRIOR TO POURING CONCRETE COLLARS. 16. SERVICE STUB OUTS WILL BE TO THE POINTS SHOWN IN THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS SD 511 AND SD 511-A. WHERE THE MINIMUM DEPTH OF 5.0 FEET AT THE PROPERTY UNE CANNOT BE OBTAINED, THE TEE SHALL BE ROTATED AND CONSTRUCTED AT A 2% MINIMUM SLOPE IN ORDER TO OBTAIN THE MAXIMUM DEPTH POSSIBLE. THOSE SEWER SERVICE STUB OUTS BEGINNING AT A MANHOLE WILL HAVE THE TOP OF THE FOUR INCH PIPE MATCH THE TOP OF THE EIGHT INCH PIPE. 17. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS. BEDDING MATERIAL SHALL CONFORM TO ISPWC STANDARD DETAIL SD -302. 18. THE TRENCH BACKFILL ABOVE THE PIPE ZONE WILL BE INSPECTED BY THE ADA COUNTY HIGHWAY DISTRICT IN ACCORDANCE WITH THE LATEST EDITION OF THE "CONSTRUCTION QUALITY ASSURANCE MANUAL." COMPACTION TESTS ARE REQUIRED IN THE BACKFILL ABOVE THE PIPE ZONE, WITHIN PUBLIC RIGHT-OF-WAY, ACCORDING TO ADA COUNTY HIGHWAY DISTRICT REQUIREMENTS AND THE RESULTS SHALL BE SUBMITTED TO ADA COUNTY HIGHWAY DISTRICT PRIOR TO FINAL ACCEPTANCE. 19. ALL STATIONING RELATES TO THE GRAVITY SEWER CENTERLINE. 20. SEWER SERVICE LINES SHALL BE INSTALLED PRIOR TO STREET IMPROVEMENTS. 21. THE CONTRACTOR SHALL INSTALL REMOVABLE PLUGS UPSTREAM OF EXIST SSCO G-1 BETWEEN SSCO G-1 AND SSMH G-2 AND UPSTREAM OF EXIST SSMH J-1 BETWEEN SSMH J-1 AND SSMH J-2. THE PLUGS SHALL REMAIN IN PLACE DURING CONSTRUCTION UNTIL FINAL ACCEPTANCE OF THIS SEWER PROJECT. 'rFOMLINSON CONSULTING, INC. �j 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 VICINITY MAI_ PRESSURE IRRIGATION,� M 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2 %) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16) 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER - UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER - UNSAFE WATER OR NON- POTABLE WATER. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -- UNSAFE WATER OR NON--POTALE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF MERIDIAN PUBLIC WORKS, THE I.S.P.W.C. AND/THE SETTLERS IRRIGATION DISTRICT STANDARDS. CONTRACTOR SHALL OBTAIN A COPY OF THESE STANDARDS PRIOR TO CONSTRUCTION AND KEEP A SET ON SITE DURING CONSTRUCTION. 10. ALL TEES, PLUGS, CAPS, AND BENDS OF 22-� AND GREATER AT LOCATIONS WHERE UNBALANCED FORCES EXIST SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKING AS SHOWN IN THE I.S.P.W.C. STANDARDS. SEE I.S.P.W.C. STANDARD DWG NO. SD -403. 11. CONTRACTOR TO PROVIDE ALL BENDS AND THRUST BLOCKING AS NEEDED PER PLAN. 12. THE IRRIGATION SYSTEM SHALL BE PRESSURE TESTED TO ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSS IN ACCORDANCE WITH SECTION 401 OF I.S.P.W.C. 13. ALL PRESSURIZED IRRIGATION SHALL BE INSPECTED BY AN INSPECTOR APPROVED BY OWNER. THE PORTION WITHIN THE RIGHT-OF-WAY WILL BE INSPECTED BY ACHD AND THE REMAINDER SHALL BE INSPECTED BY THE OWNERS INSPECTOR. FORTY EIGHT (48) HOURS NOTICE IS REQUIRED. 14. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS AND/OR PUMP OUT STATIONS AS SHOWN ON THE PLANS. 15. ALL UTILITIES INCLUDING SEWER SERVICE LINES WITHIN THE STREET TRAVELWAYS, SHALL BE IN PLACE PRIOR TO CURB, GUTTER, SIDEWALK, AND STREET CONSTRUCTION. 16. IRRIGATION LINES TO BE CONSTRUCTED 3.0' OFF OF ALL BOUNDARY AND LOT LINES, UNLESS OTHERWISE INDICATED. 17. ALL LOT, BLOCK, STREET RIGHT-OF-WAY, AND EASEMENT DIMENSIONS SHALL BE TAKEN FROM THE FINAL PLAT OF WHITEACRE SUBDIVISION NO. 6. 18. MISCELLANEOUS SMALL STRUCTURES SUCH AS FENCES, MAILBOXES, SIGNS, IRRIGA11ON AND DRAINAGE FACILITIES, AND UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. 19. VALVE BOX ELEVATIONS TO BE PLACED AT FINISHED GRADE ELEVATIONS OF LOTS. 20. CONTRACTOR SHALL CALL DIG -UNE TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY CONFLICTS NOT SHOWN ON ALL GRAVITY IRRIGATION BOXES SHALL BE REINFORCED CONCRETE BOXES POURED IN PLACE UNLESS OTHERWISE APPROVED BY OWNER AND ENGINEER. 21. ALL GRAVITY IRRIGATION AND DRAIN DITCH BOXES SHALL BE PER I.S.P.W.C. STD. DWG. NO. SD -619 w/ NO. 4 IRON BARS 12" ON CENTER BOTH WAYS AND WRAPPED AROUND CORNERS. ALL BOXES SHALL HAVE A 1.0 FT. SUMP BELOW THE LOWEST PIPE INVERT. THE BOXES SHALL HAVE INSIDE DIMENSIONS LARGE ENOUGH TO ACCOMMODATE THE PIPES. 22. ALL CONCRETE BOXES SHA HA AN APPROPRIATE METAL LID BOLTED TO TOP. LIDS TO BE APPROVED BY THE IRRIGATION/DRANAGE DIS T AND OWNER AND ENGINEER. �y,9 ALS OF ®� ,y5 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED T O�ION ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. COVER SHEET, PLAN INDEX JOB N 0.18-103 VICINITY MAP, AND NOTES I SHE 1 No. E: \Tomlinson Consultinq\,Wh WHI TEA C)?E SUBDI Visio'AINO. 6 LOCATED IN THE SE Y4 OF THE NE 1/4 SECTION 36, T.4N,, RAW., 8,M*q MERIDIAN, ADA COUNTY, IDAHO 2018 a a s W M 5 CP&F #107154139 S.36 S.31 w� DETAIL * �DETAIL DAHO POM CO. EASEMENT N89`15' b REAL POINTI I i 'INST.# 2016-01033110 # PLS 11115 w50,,62*�1 �IM , II .x ! # ! 1: # Ir # ! ffL aw"Now"m sm w* #A�1! WON .r sw • ILI UO r •r yw r +�` • as�+�✓ ., agla*36*E--- saw'..; � lig r ! •C6) 10 �10p' .' s • . y • •. • ! ;r U ♦ b • » • ,- V w! Li ,_! Ir , ii- I� M r## t mm 10 ! 40 aw 46 (4D U8 JN ' I I ilk,g 11 � 3 SIF w! 1 1@2 $*4 w FO �, +!�20-00' • k • • L2 4 ----------- ji __J 1L -------- - i • w • ` * • # w# #i # it ! .. +. . • 1 R ♦ #� w fil f I. ALL LOTS IN THIS SUBDIVISION ARE SINGLE—FAMILY ► rSA' " zIM1 LOrSh EXCEPT LOTS 3o 17 AND • BLOCK 10, LOTSi 13 BLOCKr BLOCKit lit - DESIGNATED AS COMMONr # BE OWNED AND MAINTAINED BY THE WHITEACRE SUBDIVISION HOMEOWNERS! ASSOCIATION r SHALL BE SUBJECT TO A BLANKET PUBLIC UTILITY, PRESSURE IRRICA11ON AND PROPERTY DRAINAGE BLOCK2. EXCEPT FOR EXCEPT LOTS 3� 17 AND A BLOCK 10, LOTS St 6 AND 13* a L07S 1* lit, BLOCK lZ THE FOLLOWINGEASEMENTS SHALL APPLY. A TEN # FOOT WIDE AND PROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMONTO # t FOOT r PERMANENT- r, AND SHOWNPROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG AU. SUBDIVISIONS BOUNDARY LINES AND ALL REAR LOT UNM UNLESS # A* # PERMANENT U7IU11ES AND PROPERTY DRAINAGE EASEMENT IS HEREBY DES101010 ALONG EACH SIDE OF INTERIOR LOT LINES UNLESS OTHERWISE 940VK THE ABOVE •,SHOWN3. LOTS Xs BLOCK X ARE SERVIENT TO AND CONTAIN THE ACHD STORM " DRAINAGE SYSTEM# ♦.THESE.LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER MPMAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015s AS INSTRUMENT NO. 2015-103256,, OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH *MASTER "t EASEMENT E AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED 70 ACHD PURSUANT TO SECTION # IDAHO CODE.- EASEM04T IS FOR THE OPERATION r MAINTENANCE OF THE STORMI DRAINAGE ar 4. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY APPUCA13LE REGULATIONS IN EFFECT AT THE TIME OF RE—SUBDIVISIOK • IRRIGATION BEEN PROVIDED BY SETTLERS yR_ A DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(l.8). LOTS WITHIN THE SUEIDIVISION WILL BE ENTITLED TO IRRIGA71ON WATER RIGHM AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE SET'ILERS IRRIGATION DISTRICT. ANY PROPOSED AND/OR FUTURE USAGE OF THE BOISE PROJECT BOARD OF CONTROL SUBJECT TO IDAHO 42-1209. MAINTENANCEIM OF DRAINAGE CROSSING RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IftfUGAVON/bUNAGE DISTRICT OR THE HOMEOWNERS# ASSOCIATION. 11. THE 007IMM OF ALL BUILDING FOOTINGS SHALL BE A MINIMUM OF 1.0' ABOVE HIGH SEASONAL GROUND WATER: 12. LOT 6o BLOCK ll 94ALL BE v. # A COMMON DRIVEWAY ACCES2 EASEMENT r OF # AND S. BLOCK# A # SHALL BE SUBJECTTO A COMMON DRIVEWAY "S EASEMENT FAVOROF L07SAND 20, BLOCK 10. 1.1 LOT 16* BLOCK 10 SHALL BE SUBJECT TO A PATHWAY EASEMENT IN FAVOR OF THE WHITEACRE SUBDIVISION HOMEOWNERS ASSWA71M 5. MINIMUM BUILDING BE i"r OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE 11ME OF A+ OF INDIVIDUALBUILDING PERMITS. 6. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARA71ON OF COVENANM COND17IONS AND RESTRICTIONS FOR THE WH17EACRE SUBDIVISION HA AASSOCIATION. 7. THIS PLAT IS SUBJECT A A DEVELOPMENT AGREEMEN OF r DOCUMENT r'#fir AS INSTRUMENT NO. 2016-05194Z #_r OF #COUNTY,I A A SG Sub No 6 18-055 \dw \Pfot��Reocrs :;ub No 6.c1'Y14/201 11J,'1:18 AM T R • R 0 FOUND 1/21w IRON CAIN PLS '1729 FOUND BRASS CAP MONUMENT r # -. SET 5/5" IRON FAIN IL TT111111141 CALCULATED POINT OW&M 00 00 4WW#M"" WO "' OMMM SUBDIVISION BOUNDARY LINE —` -~ --~~- CEN7ERUNE T R mm 0 FOUND 1/21w IRON CAIN PLS '1729 FOUND BRASS CAP MONUMENT SET 1/2 IRON PIN SET 5/5" IRON FAIN IL TT111111141 CALCULATED POINT OW&M 00 00 4WW#M"" WO "' OMMM SUBDIVISION BOUNDARY LINE —` -~ --~~- CEN7ERUNE LOT LINE r•..RR_.� �. RR . SECTION UNE # s , RIGHT—OF—WAY LINE --------------- Y ACCESS EASEMENT LINK i I # # #r20-94 M # #r # # 24.49 , #'# 1 r LT mt:» wagi DESIGNED BY: RT DATE: DRAWN BY: BEB DATE: CHECKED BY: RT DATE: TOMLINSON CONSULTIIVG,INC. APPROVED: DATE: COGO FILE: DATE: BY onrE REV. corn FILE: ons: 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 XREFS: 148 w ♦ .. w. MIIF i 0' 0 &N !! EASEMENT LINE i' 50 150 LOT NO. jOB NO. 18-055 SCALE: 1 50* �fJ THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. JOB N0. SUBDIVISION PLAT 18-103 SHEET N0. 2 FOUND 5/8" IRON PIN PLS 7729 UNLESS OTHERWISE NOTED 0 FOUND 1/21w IRON CAIN PLS '1729 FOUND BRASS CAP MONUMENT SET 1/2 IRON PIN SET 5/5" IRON FAIN CALCULATED POINT OW&M 00 00 4WW#M"" WO "' OMMM SUBDIVISION BOUNDARY LINE —` -~ --~~- CEN7ERUNE LOT LINE r•..RR_.� �. RR . SECTION UNE RIGHT—OF—WAY LINE --------------- IDAHO POWER EASEMENT LINE: ACCESS EASEMENT LINK 0 &N !! EASEMENT LINE i' 50 150 LOT NO. jOB NO. 18-055 SCALE: 1 50* �fJ THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. JOB N0. SUBDIVISION PLAT 18-103 SHEET N0. 2 EXIST TRC 2587.53 3+30.48 -X X MATCH EXIST GR -E --11R p VC C 00 BLOC 1 i�5.45 582. _97 Z 06F 9z 17 45 INV. iNIOU T 12 1ffL#A'TAwwATx Fil-wif., YA F -0j;• 41 Q x 2585.41 - 77?C 2585. 1 w 025 = 2.13 FTJls 0x!00 = 2.91 0% F T51s G 2586.71 1 I ;2585.49 0 2586 10 Tc V) GARA E 2585 0 Tc 14+12+4 4.4[6 2585. 4 11 1� Tc 2585.81 TC 2585.66 GC 14+70.92 14+32.98 2585.87 V 15+20._92 2586. 16+12. 2586.09 15+70.92 2586.77 17+JJ.2J .VIC .... ................... .......... ... ............... .4 16+56.92 171-92.92 ui Q x ao: 01 d I - �j EXIS T TRC 258 EXIST TRC 2588.81 2!87. 00 2586.10 15+ 7J. 2J IN OUT 12" f.114C ji 16+2J.2J C-900 G 2586.5J 16+73.23 C 2586.46 2586.77 17+JJ.2J .VIC 3+J0.69 V-1/ 22+16. J2 MATCH EXISTING w M T NO. 4 TYP I 2+45.69 16+56.92 171-92.92 ui MATCH EXIST FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 258Z65 4-32.92 &ga~w -604A "A 3+00.00 --- .19 !;: 1 INL12 258Z 17 18+ 72.92 258Z 49 19+52.9.2 025 = 2.1 FT -31s 0100 2. 6 FT -'Is 36400' Z :..��-J2586.64 17+00.92- I MATCH EXIST I SEE MENTAL DWG. DETAIL SHEET 6 Z81 +92.92 1 �%, ►' 9+12.92 �% 9z 06)Ir 10 16 WNC.D Lj C-4 cr- P -IRR r - /-N . 02,5 9 F T -11s (SEE DETAIL SHEET 4) 6 7(8) (0 9 10 40 68 2588.05 20+5J 0 100 0.68 FTIs %+ 2588.50 GC 2 2597 NO. 4 N 2 7 T4n SUBDIVISION NQ. 5 �n I Ono 't7 i -7`7p 7 'T' n Q x ao: 01 d I - KEY NOTES: 2!87. 00 2586.10 15+ 7J. 2J IN OUT 12" f.114C ji 16+2J.2J C-900 G 2586.5J 16+73.23 C 2586.46 2586.77 17+JJ.2J .VIC 1 �O I O w M T NO. 4 TYP I 2+45.69 16+56.92 171-92.92 ui 2587,33 FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 258Z65 4-32.92 L DWG. NO. S? -604A FINISHED GRADE ROLL CURB 3+00.00 2586.84 .19 !;: 1 INL12 258Z 17 18+ 72.92 258Z 49 19+52.9.2 025 = 2.1 FT -31s 0100 2. 6 FT -'Is 36400' Z :..��-J2586.64 17+00.92- I MATCH EXIST I SEE MENTAL DWG. DETAIL SHEET 6 Z81 +92.92 1 117+52.92 18+32.92 9+12.92 3 9z 06)Ir 10 16 WNC.D Lj C-4 cr- P -IRR r - /-N . 02,5 9 F T -11s (SEE DETAIL SHEET 4) 6 7(8) 16+00 1j+ 0A - ----- -------- ------------- ---------- ------ --------- =258Z07 . ................ ........................... 17+00 18+00 19+00 20 00 W WAUKESHA ST 586.97 2587.17 2587.37 2587.57 2 58Z 77 2588-20 1 8J- 2J 18+33.23 18+83.23 19+33.23 1f +832J 20+82.58 2587.97 4t 20+33.2 2588. 2588.0 0+53s78 ro2589.00 TC ao: 17+00 18+00 19+00 20+00 21+00 W. WAUKESHA STEET KEY NOTES: -A - 2585-88 14+73.23 15+2J.2J 2582. J5IN 2586.10 15+ 7J. 2J IN OUT 12" f.114C ji 16+2J.2J C-900 G 2586.5J 16+73.23 C 2586.46 2586.77 17+JJ.2J .VIC 1 �O I O 14+31.12 INTD. DROP T NO. 4 TYP I V IW112 16+56.92 . t NV. INIO 1) - T., 'P- �C C-900 ui DETAIL SHEET 4) FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 2585.07 SEE ACRD SUPPLEMEN L DWG. NO. S? -604A FINISHED GRADE ROLL CURB 3+00.00 I/ 112+79.84 .19 !;: 1 INL12 0 + -A CENTERLINE STATION 13+45.09 025 = 2.1 FT -31s 0100 2. 6 FT -'Is 1 71YPE 2 2 "1 SUMP I 8Z OCA" 2 8" THICK EGR I MATCH EXIST I SEE MENTAL DWG. DETAIL SHEET 6 19 1 SEE AD SUPPLEMENTAL DWG. @ @ 3 9z 06)Ir 10 16 WNC.D Lj C-4 cr- P -IRR r - /-N . 02,5 9 F T -11s (SEE DETAIL SHEET 4) 6 7(8) (0 9 10 40 68 CITY OF MERIDIAN TYPE 2 STREET LIGHT 0 100 0.68 FTIs %+ 2588.50 GC 2 2597 NO. 4 N 2 7 T4n SUBDIVISION NQ. 5 �n I Ono 't7 i -7`7p 7 'T' n 2 -0 Imp7m on CONST. COMMON DRIVEWAY SEE DETAIL THIS SHEET 2 F, F, UO U9 x 17+00 18+00 19+00 20+00 21+00 W. WAUKESHA STEET KEY NOTES: 0 iv EXIST TRC 2588.24 DRAWN BY: BEB DATE: 6 18 0 1 \Z - 1 �O I O 24) 23) APPROVED: DATE: LL LLJ I EXIST TRC 2585.46 m. NO. REVISIONS BY I DATE IREV. COGO FILE: DATE: DETAIL SHEET 4) FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 2585.07 --2582-07 IV. OUT 12" �VC C-900 MA TCH EXIS G x FINISHED GRADE ROLL CURB 3+00.00 I/ 112+79.84 , i - 7,19 .8 4 -A CENTERLINE STATION 13+45.09 STD. DROP INLET NO. 1 71YPE 2 2 "1 SUMP I 8Z OCA" 2 8" THICK EGR I MATCH EXIST I M DETAIL SHEET 6 19 1 SEE AD SUPPLEMENTAL DWG. @ @ 3 SAND /GREASE TRAP AND SEEPAGE TRENCH NO. 2 16 WNC.D Lj C-4 cr- >- LLj LO 2 F, F, UO U9 x 17+00 18+00 19+00 20+00 21+00 W. WAUKESHA STEET KEY NOTES: 0 iv EXIST TRC 2588.24 DRAWN BY: BEB DATE: 6 18 0 1 \Z - 1 �O I O 24) 23) APPROVED: DATE: LL LLJ I EXIST TRC 2585.46 m. NO. REVISIONS BY I DATE IREV. COGO FILE: DATE: DETAIL SHEET 4) FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 2585.07 --2582-07 IV. OUT 12" �VC C-900 MA TCH EXIS G x FINISHED GRADE ROLL CURB 3+00.00 I/ 112+79.84 , i - 7,19 .8 4 -A CENTERLINE STATION 13+45.09 STD. DROP INLET NO. 1 71YPE 2 2 "1 SUMP I 8Z OCA" 2 8" THICK EGR I MATCH EXIST I M DETAIL SHEET 6 to r- 1 SEE AD SUPPLEMENTAL DWG. qn-604A 00 3 SAND /GREASE TRAP AND SEEPAGE TRENCH NO. 2 EP WNC.D Lj C-4 cr- >- LLj LO - /-N . 02,5 9 F T -11s (SEE DETAIL SHEET 4) cq L (0 WHITEACRE "4 40 CONST 29.0 LF 12" PVC C-905 0 0.3079 CITY OF MERIDIAN TYPE 2 STREET LIGHT 0 100 0.68 FTIs %+ 2588.50 GC 2 2597 NO. 4 N 21+40.18 I WHITEACRE SUBDIVISION NQ. 5 ;..,SUBDIVISION c6 00 2588.46 2 -0 6 CONST. COMMON DRIVEWAY SEE DETAIL THIS SHEET EXIST TRC 26, 85.401;;,, 21+J1.82 2.00% 12+79.84 MATCH EXISTING ...... L - to 2588.42 TRC ................ ....... .......... .................... ...... .......... ......... .... SIDEWALK - - --- --4- -, - - --L - - - - ....... -1 ............ .............. I ........ ............... I ......... ............... -i- - - - j- FIELD VERIFY EXIST GRADE AND NOTIFY ENGINEER IF w w co C22 ANY DISCREPANCIES. HORIZONTAL ....... ........ D z W. WAUSAU STREE 77.. ..... .................. ......... .. ... .. 77-7177 . ............... ................. 'T ...... J ........ ... . .......... ........ ........ .... ...... ... ...... .............. ....... ............. ...... 100 -7 ...... ...... 2 F, F, UO U9 wasm" � C1 61 1' 00 LO C115 w z x 17+00 18+00 19+00 20+00 21+00 W. WAUKESHA STEET KEY NOTES: 0 iv EXIST TRC 2588.24 DRAWN BY: BEB DATE: 6 18 20' -- O" SAND/GREASE TRAP AND SEEPAGE TRENCH NO. 1 (SEE 0 APPROVED: DATE: LL LLJ 22+15.6J m. NO. REVISIONS BY I DATE IREV. COGO FILE: DATE: DETAIL SHEET 4) FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 FINISHED GRADE 6" VERTICAL CURB - END TRANSITION 2+55.17 MA TCH EXIS G x FINISHED GRADE ROLL CURB 3+00.00 1.5%-2%. RIBBON LO zc1q -A CENTERLINE STATION 2 MONITOR WELL LOCATION SEE SEEPAGE TRENCH U5 00 X 00 W 0 8" THICK EGR - M DETAIL SHEET 6 to r- 1 NF GR -----EGR 25 00 3 SAND /GREASE TRAP AND SEEPAGE TRENCH NO. 2 EP WNC.D Lj C-4 cr- >- LLj LO - /-N 0MH (SEE DETAIL SHEET 4) cq L (0 21+67.92 "4 40 CONST 29.0 LF 12" PVC C-905 0 0.3079 CITY OF MERIDIAN TYPE 2 STREET LIGHT NU %+ 2588.50 GC 2 2597 CONTOUR INTERVAL N 21+40.18 CONST MICRO PATH (SEE DETAIL THIS SHEET) c6 00 2588.46 2 -0 6 CONST. COMMON DRIVEWAY SEE DETAIL THIS SHEET 21+J1.82 2.00% (D ASPHALT OF COMMON DRIVEWAY TO MATCH BACK OF w to 2588.42 TRC 04 SIDEWALK SCALE 0) 2588.52 TC/BS FIELD VERIFY EXIST GRADE AND NOTIFY ENGINEER IF w w 21+2J. 46 C22 ANY DISCREPANCIES. HORIZONTAL D z 2588.80 TC C21 CONST 32.6 LF 12- PVC C-905 0 0.30% 5 25 rN-wMwEw1r==-M - 0 15 50 u i 00 L0 100 2588.30 TRC 00 L0 04 W 0 w 2588.40 BSW Tc U ui LLJ Z 21+02 05 U "r r.. o Q 04 0 4 VERTICAL C-4 z 2589.00 1 c; Z 0 z 1 5 C===300N0M0NN1C=======� ONG= M 2 0 3 10 w 0 �- 't z T - �0 + 1* X 0 Tc iHORIZONTAL K) u- 1 50' 0 C2O VERTICAL 1 5* 19` + 10 C-4 < N 2 00 # Tc w M N 0 wasm" � C1 61 1' 00 LO C115 w z ui z 17+00 18+00 19+00 20+00 21+00 W. WAUKESHA STEET w 0 F- 0 z DRAWN BY: BEB DATE: 6 18 20' -- O" CHECKED BY: RT DATE: 9/11/2018 0 APPROVED: DATE: LL LLJ I I COGO FILE: DATE: NO. REVISIONS BY I DATE IREV. COGO FILE: DATE: 169^O„ FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 FINISHED GRADE 6" VERTICAL CURB - END TRANSITION 2+55.17 CENTERLINE STATION 2' WIDE FINISHED GRADE ROLL CURB 3+00.00 1.5%-2%. RIBBON LO zc1q 4+34.13 CENTERLINE STATION CURB 7 U5 00 X 00 W 0 8" THICK CENTERLINE STATION 2' WIDE RIBBON -J \-4"-3/4" MINUS CURB 8" THICK CRUSHED GRAVEL 2 1/2" ASPALT PAVEMENT 12" -PIT RUN COMMON DRIVEWAY LOT 18 BLOCK 10 & LOT 6 BLOCK 11 TYPICAL SECTION -NTS- 300 17+00 18+00 19+00 20+00 21+00 W. WAUKESHA STEET DESIGNED BY: RT DATE: 3&N18 TOMLINSON CONSULTING, INC. 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 DRAWN BY: BEB DATE: 6 18 2018 CHECKED BY: RT DATE: 9/11/2018 APPROVED: DATE: LL LLJ I I COGO FILE: DATE: NO. REVISIONS BY I DATE IREV. COGO FILE: DATE: LO FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 FINISHED GRADE 6" VERTICAL CURB - END TRANSITION 2+55.17 CENTERLINE STATION 000 FINISHED GRADE ROLL CURB 3+00.00 rEN RONE STATIOP 2588.46 SW LO zc1q 4+34.13 CENTERLINE STATION 2587.72 FL CO 6mC. U5 00 X 00 W 0 00 0 Z CENTERLINE STATION en M CQ0 11h to r- 1 NF -00 p U) GC GRADE CHANGE EP WNC.D Lj C-4 cr- >- LLj LO x LLJ -EP 0MH U-) cq (0 C3 5 C6 00 + CITY OF MERIDIAN TYPE 2 STREET LIGHT NU %+ 04 OFFSET FROM CENTERLINE 2597 CONTOUR INTERVAL N c6 00 z w 2 -0 00 U-) 2.00% w to 0 Z 04 Z 1= N0 LO 0) to w w D z 1 V) u i 00 L0 C-0 LO 00 to 00 L0 04 W 0 w U ui LLJ Z U "r r.. o Q 04 0 4 w Lci x C-4 z 04 Z 0 z M 2 w 0 �- 't z T - �0 + 1* X w K) u- C-4 < 0) z a - + 10 C-4 < N 2 00 # 00 w M N 0 (0 zw LO• a GROUND FINISHED RADE 0 w 0- 0 IN 0- 0 to N w rEXISTING 401 GE rEPL1NE-- nt'K1"rC*C1 1KIC NQ* L& J +a 14- L" �o� CD 0.5 , 0.45% v- Q. n 40% 0.43%-- 0-507o 0.52% elm c - z 01 13+00 14+00 15+00 16+00 N. ELSINORE AVE 17+00 18+00 19+00 20+00 21+00 W. WAUKESHA STEET DESIGNED BY: RT DATE: 3&N18 TOMLINSON CONSULTING, INC. 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 DRAWN BY: BEB DATE: 6 18 2018 CHECKED BY: RT DATE: 9/11/2018 APPROVED: DATE: LL LLJ I I COGO FILE: DATE: NO. REVISIONS BY I DATE IREV. COGO FILE: DATE: LO FILENAME: EATomlinson ConsultinWhiteccre No. jDWG \WHIT6STR1 9-20-18 .04:05pm XREFS: Whiteacre Base 1-20-16 FINISHED GRADE 6" VERTICAL CURB - END TRANSITION 22+00 D 2 D 2 D 2 25 , 5 22+50 7 $-Olt 6 I-011 -2% Ld z 0 2 1/2" ASPHALT -J PAVEMENT 6"-3/4" MINUS CRUSHED GRAVEL COMPACTED SUBGRADE MICRO PATHWAY LOT 17 BLOCK 10 TYPICAL SECTION -NTS- 2+00 3+00 N AMBERCREEK AVE Y� ]I 150 15 STREET LEGEND PROPERTY LINE LLJ x CONSTRUCT STANDARD ROLL CURB & GUTTER M CONSTRUCT VERTICAL CURB & GUTTER LL LLJ & CONCRETE SIDEWALK Jvvj-- LO 2587.82 TVC FINISHED GRADE 6" VERTICAL CURB - END TRANSITION 2+55.17 CENTERLINE STATION 000 FINISHED GRADE ROLL CURB 3+00.00 rEN RONE STATIOP 2588.46 SW LO zc1q 4+34.13 CENTERLINE STATION 2587.72 FL CO 6mC. U5 00 X 00 W 0 00 0 Z CENTERLINE STATION en M CQ0 11h to r- 1 NF -00 p U) GC GRADE CHANGE EP WNC.D Lj C-4 cr- >- LLj LO x LLJ -EP 0MH U-) Q to EXIST. BUILDING LINE C3 5 C6 q* 4- + CITY OF MERIDIAN TYPE 2 STREET LIGHT NU %+ 04 OFFSET FROM CENTERLINE 2597 CONTOUR INTERVAL N 2 -0 2.00% 2+00 3+00 N AMBERCREEK AVE Y� ]I 150 15 STREET LEGEND PROPERTY LINE CENTER LINE CONSTRUCT STANDARD ROLL CURB & GUTTER & CONCRETE SIDEWALK CONSTRUCT VERTICAL CURB & GUTTER & CONCRETE SIDEWALK DRAINAGE FLOW DIRECTION (SURFACE) 2587.82 TVC FINISHED GRADE 6" VERTICAL CURB - END TRANSITION 2+55.17 CENTERLINE STATION 2586.82 FINISHED GRADE ROLL CURB 3+00.00 rEN RONE STATIOP 2588.46 SW FINISHED GRADE TOP FACE OF SIDEWALK 4+34.13 CENTERLINE STATION 2587.72 FL ELEVATION OF FLOWLINE AT PEQ RAMP 2588.46 BSW_ FINISHED GRAQE TOP BACK OF SIDEWALK 4+34.13 CENTERLINE STATION 2588.46 TC FINISHED GRADE TOP OF CONCRETE SAW CUT LINE WIDEN ASPHALT TO 19.OFT FROM CENTERLINE GB: GRADE BREAK GC GRADE CHANGE EP EDGE OF PAVEMENT to TEMPORARY BENCHMARK (SEE SHEET 1) -EP EXIST. EDGE OF PAVEMENT -OHP- EXIST. OVERHEAD POWER LINE W/ POWER POLE EXIST. BUILDING LINE DO CITY OF MERIDIAN TYPE 1 STREET LIGHT 0 CITY OF MERIDIAN TYPE 2 STREET LIGHT SD CONSTRUCT STORM DRAIN LINE (18.0') OFFSET FROM CENTERLINE 2597 CONTOUR INTERVAL 1 NOTES TO CONTRACTOR: 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO O CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 0 9 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR IN ,0 0 SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING OF UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE \ FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH J. TO MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND Z06.� UTILITIES. 3+60 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. JOB NO. W. WAUKESHA STREET AND N AMBERCREEK AVE 18-103 SHEET NO. STREET PLAN AND PROFILE3 6w---ojl 0 Z Z 0 V) 0 M Z) 0 Ld Q� 0 Lli 12" PVC C--905 DROP INLET GRATE TYPE III (ACRD SUPPLEMENTIAL DWG. NO. SD -610A) -STD. ROLL CURB & GUTTER (TYP) (ACHD SUPPLEMENTIAL DWG. NO. SD -702) * TOP OF STRUCTURE I 1 f ELEVATION BASED ON AMCOR 1,000 GAL. SEDIMENT BOX. CONTRACTOR TO VERIFY Qloo = 0.68 FT3/S RELATIONSHIP BETWEEN TOP OF BAFFLE AND TOP OF CLEANOUT LIDS STRUCTURE ELEVATIONS. TO BE FLUSH WITH SIDEWALK) PROVIDE GRADE RINGS STRUCTURE TO ------ HAVE HS 25 TRAFFIC RATED TOP. 2581.5 MIN. 20" 2581.8 �_/ GREASE SAND TRAP N0. 1 REFER TO 2015 ACRD STORMWATER DESIGN GUIDELINES STANDARD DRAWING BMP 01 -NTS- 45° OF ROLLED CURB 2577.5 BOTTOM OF TRENCH 3/8" PERFORATIONS IN VALLEYS OF COORUGATED PIPE. 5 EA ON 18" REFER TO 2015 ACHD STORMWATER DESIGN GUIDELINES STANDARD DRAWING BMP 20 18" PIPE PERFORATION SCHEDULE mins 0a Vl oo = 1317 FT3 TRENCH CAPACITY = 1546 FT3 INFILTRATION RATE = 8.0 IN/HR FINISH GRADE c� I N 2583.3 TOP OF TRENCH o0 00 o o GROUNDWATER OBSERVATION `_ WELL #2 SEE ACHD * TOP OF STRUCTURE SUPPLEMENTAL DWG SD -627 ELEVATION BASED ON AMCOR 1,000 GAL. SEDIMENT BOX. CONTRACTOR TO VERIFY RELATIONSHIP BETWEEN TOP Y-010 OF BAFFLE AND TOP OF STRUCTURE ELEVATIONS. *CONTRACTOR TO COORDINATE WITH ACHD PROVIDE GRADE RINGS INSPECTION FOR PLACEMENT OF ELECTRONIC AS NEEDED 1 MAX MARKERS AT EACH CORNER OF THE °' ' 'L-� 'i'. '" ' DRAINAGE FACILITY PRIOR TO BACK FILLING, 727 7,77 727 7717; v 7 77 7 SLOPE U. VA 11 o u- GROUNDWATER 11 ciao 42011 a 1 ! PVC END CAP • c WASHED ANGULAR 3/4; - 2" 18" 0 PVC PERFORATED PIPE SDR 35 ROCK PER BMp20 11 00 I1 SD -627 GROUNDWATER OBSERVATION WELL 1I oc a I1 1! #1 SEE ACHD l to moa ! I I� I l II p"o .(ITYP) NTOFREE DRAINING EXCAVAAND I! C -)I 1 0I SANDS GRAVEL I 1 co 1 WRAP TOP & SIDES ONLY WITH NONWOVEN FILTER FABRIC PER SECTION 8200 BMP 20. OVERLAP MIN. 1.0 FT I I INFILTRATION RATE = 8.0 IN/HR a Z *CONTRACTOR TO COORDINATE WITH ACHD fl V5 00� !1 2574.5 ANTICIPATED SEASONAL HIGH GROUND WATER ELEVATION PER I ! I I REPORT PREPARED BY SITE CONSULTING, LLC. DATE FEBRUARY 1, 2018. CORNER OF THE 0 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUND WATER -�- PRIOR TO BACK FILLING, IS ENCOUNTERED WITHIN 3.0 FT OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IT IT IS HIGHER THAN ANTICIPATED. SEEPAGE TRENCH NO. 1 -NTS- REFER -NTS-- REFER TO 2015 ACHD STORMWATER DESIGN GUIDELINES STANDARD DRAWING BMP 20 R/W 2'-0„ » 18,-0 r6" 16'-0" -. qi opE 2.00% Es 4"-3/4 CRUSHED GRAVEL -j PAIV2 PHALT *REFER TO ACHD SUPPLEMENTAL DWG NO. SD -801 10" PIT RUN STRUCTURE TO ------ HAVE HS 25 TRAFFIC RATED TOP. N 82 --12" PVC C-905 DROP INLET GRATE TYPE III (ACRD SUPPLEMENTIAL DWG. NO. SD -610A) STD. ROLL CURB & GUTTER (TYP) (ACHD SUPPLEMENTIAL DWG. NO. SD702) II If . 11 II. • I! II • II II Qloo = 2.96 FT3/S CLEANOUT LIDS (TO BE FLUSH WITH SIDEWAL 2582.7 MIN. 20" 2--5-8'-2-.-2— 1 1000 GALLON GREASE/SAND TRAP N0. 2 REFER TO 2015 ACHD STORMWATER DESIGN GUIDELINES STANDARD DRAWING BMP 01 --NTS- R/W L-5.0 FT CONCRETE SIDEWALK (TYP) SEE ACHD SUPPLEMENTAL DWG NO. SD -709 4"-3. /4" MINUS CRUSHED GRAVEL STANDARD ROLLED CURB & GUTTER (TYP.) W. WAUKESHA ST & N. ALESTER AVE 36 FT WIDE STREET SECTION TYPICAL STREET SECTION -NTS- 2'-0" 5'-0" MIN. 18" PVC NON—PERFORATED PIPE 48 TOP OF ROLLED CURB 2577.5 BOTTOM OF TRENCH R/W 265.0 FT la SANDS AND GRAVEL (TYP) I I co in (n_ I I WRAP TOP & SIDES ONLY WITH NONWOVEN FILTER FABRICI 1_1< w I I PER SECTION 8200 BMP 20. OVERLAP MIN. 1.0 FT I I V_ w ! I 1I cnc 1I 2574.5 ANTICIPATED SEASONAL HIGH GROUND WATER ELEVATION PER I ! 1 f REPORT PREPARED BY SITE CONSULTING, LLC. DATE FEBRUARY 1, 2018. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUND WATER -��- IS ENCOUNTERED WITHIN 3.0 FT OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IT IT IS HIGHER THAN ANTICIPATED. SEEPAGE TRENCH NO. 2 -NTS- REFER NTS -- REFER TO 2015 ACHD STORMWATER DESIGN GUIDELINES STANDARD DRAWING BMP 20 R/W 3'-6" 16'-6" 16'-6" 6" 14'-6" 14'-6" 0'-6" TYP go TYP -- SLOPE 2.00% SLOPE 2.00% --. 4"-3/4" CRUSHED GRAVEL 5.0 FT CONCRETE SIDEWALK (TYP) 10" PIT RUN SEE ACHD SUPPLEMENTAL PA/MEASPHALT] DWG NO. SD -709 4"-3 4" MINUS CRUSHED GRAVEL *REFER TO ACHD SUPPLEMENTAL STANDARD ROLLED DWG NO. SD -801 CURB & GUTTER (TYP.) N. AMBERCREEK AVE & N. ELSINORE AVE 33 FT WIDE STREET SECTION TYPICAL STREET SECTION -NTS- THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. DESIGNED BY: RT DATE: 3/6/2018 DRAWN BY: BEB DATE: 9 16 2018 JOB N ®. CHECKED BY: RT DATE: 9L17/2018 TOMLINSON STEET AND DRAINAGE DETAILS 18_103 APPROVED: DATE: CONSULTING, WHITEACRE SUBDIVISION 6 COGO FILE: DATE: SHEET NO. NO. REVISIONS BY DATE REV. COGO FILE: DATE: 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 FILENAME: E: Tomlinson Consultin Whiteacre No. 6 DWG WHIT6DET1 9-20-18 02:50pm XREFS: p 4 u- GROUNDWATER I=! OBSERVATION • V_ WELL #2 SEE ACHD 18" 0 PVC PERFORATED PIPE SDR 35 PVC END CAP MIN. SUPPLEMENTAL DWG SD -627 GROUNDWATER OBSERVATION WELL #1 SEE ACHD SUPPLEMENTAL DWG T SD -627 --- -1 1 CU Vloo = 6524 FT3 5'-0" 20'-0" TRENCH CAPACITY = 7526 FT3 Q INFILTRATION RATE = 8.0 IN/HR Z *CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF ELECTRONIC Z MARKERS AT EACH CORNER OF THE 0 DRAINAGE FACILITY PRIOR TO BACK FILLING, FINISH GRADE ---�r�--- _ V)!1 �>1, o !I If 0 1 I1 !! m N 2583.7 TOP OF TRENCH I! � 0 0000 0 ® 11 V) SLOPE = 0.07 ! I ®a f I w 0 occ8, o 0 _ �, o PVC EN !' U a WASHED ANGULAR 3/4" 2w U.I C14 CC W ROCK PER BMP20 I1 !1 i— !! II X00 lI II EXCAVATE 2 FT MIN. INTO FREE DRAINING v v z SANDS AND GRAVEL (TYP) I I co in (n_ I I WRAP TOP & SIDES ONLY WITH NONWOVEN FILTER FABRICI 1_1< w I I PER SECTION 8200 BMP 20. OVERLAP MIN. 1.0 FT I I V_ w ! I 1I cnc 1I 2574.5 ANTICIPATED SEASONAL HIGH GROUND WATER ELEVATION PER I ! 1 f REPORT PREPARED BY SITE CONSULTING, LLC. DATE FEBRUARY 1, 2018. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUND WATER -��- IS ENCOUNTERED WITHIN 3.0 FT OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IT IT IS HIGHER THAN ANTICIPATED. SEEPAGE TRENCH NO. 2 -NTS- REFER NTS -- REFER TO 2015 ACHD STORMWATER DESIGN GUIDELINES STANDARD DRAWING BMP 20 R/W 3'-6" 16'-6" 16'-6" 6" 14'-6" 14'-6" 0'-6" TYP go TYP -- SLOPE 2.00% SLOPE 2.00% --. 4"-3/4" CRUSHED GRAVEL 5.0 FT CONCRETE SIDEWALK (TYP) 10" PIT RUN SEE ACHD SUPPLEMENTAL PA/MEASPHALT] DWG NO. SD -709 4"-3 4" MINUS CRUSHED GRAVEL *REFER TO ACHD SUPPLEMENTAL STANDARD ROLLED DWG NO. SD -801 CURB & GUTTER (TYP.) N. AMBERCREEK AVE & N. ELSINORE AVE 33 FT WIDE STREET SECTION TYPICAL STREET SECTION -NTS- THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. DESIGNED BY: RT DATE: 3/6/2018 DRAWN BY: BEB DATE: 9 16 2018 JOB N ®. CHECKED BY: RT DATE: 9L17/2018 TOMLINSON STEET AND DRAINAGE DETAILS 18_103 APPROVED: DATE: CONSULTING, WHITEACRE SUBDIVISION 6 COGO FILE: DATE: SHEET NO. NO. REVISIONS BY DATE REV. COGO FILE: DATE: 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 FILENAME: E: Tomlinson Consultin Whiteacre No. 6 DWG WHIT6DET1 9-20-18 02:50pm XREFS: p 4 ii i I j I ST SSCO G--1 { SIA. 2+00 ........ .. .....r. - - - r- - ,» ,. ...a.�...... .. . 717=* - 7 :.13 4 6 7 8 9EGR AGRBL C/C/t ,% EGR i R --EGR EGR __ _ _" R G 1 I vrl i tz .6 CONST. 85.2 LF 8" WATER MAIN BL � ii 12 EG --�" cR AGR CONST. 363.5 LF 8" WATER MAIN CONST. 235.7 LF 8" WATER MA! I „ CONST. 33.7 LF 8 WATER MAIN CONST. 44.4 LF 8 WATER MAI::. ao a0 � h N h ! t MO)OC WD1DC Mti?LL' ODQ)�' M�� N r� .-r': _ ., h O �- t7� ♦Nh "!'NO -I-hd. -I.hM h- OD 0) hC» 040_j W}•0� OF.0_j d �00•�.1 004-1 C-4 r:_! (0 _j OLq v-JNN � � t OWN ��M c4�M d�� fid• ♦tt) d' '}'00 tt +00 N N NM MNM NNn to MNM d'�M d U)M d.t[�Nd? t♦A�� ♦fid- ♦1OAet Z U...:_! U �_i C) .:_i C) •..� U �...J U_.:J N N N •NM tANM coNM� ....! (A W to (n W V) W (n vi 4J VI t/3 W Vi cn W (l1 N (n W to (ri W t/i (tl 4J Vi to L.1 !/) (n W (11 (n Isi (n (!i W ui U _jU 1 6'4" 90.0,E co o N vi w (n vi ui (n 5 - ..: ...... .. .... ... ....... - A t. CONST. 38.0 LF +�"c�o +W -coo 1 8 I V j V $ ® 7 ® 7 Inc Vi W Vi 8„ WATER MAIN 0 w cn r ING GROUND 0 EXISTING uti ® in n te)P..0 +Co "` N �! Ci Or.ri co N �+' 0) -1 N ►. 00 pa C).J Mto + �o r to0� 11 0®ce Lq tM_r 12 13 14 15 SSM) .....�..._ ,. .. _ ...r- ��. ..... to N 't 'n co ,n M ; + LO" 04 +� MU)N + S"coM FINISHED GRADE 0 co E.I. 2582.6 1 IPE S.L. 26'L 20 J li Ui �v tri W ui INSTALL WATER GATE VALVE ci N U _. _i PIPE v�ii At INSTALL WATER BLOWOFF U pw -- - -- W - - -- - EXIST. WATER LINE 'Q cli uj (/i Vi Li Ui Vui (fi 0 Wtri tri !tJ (yl A Cf �T- EXIST. WATER SERVICE : SSM G--3 S.C. SANITARY SEWER SERVICE CONNECTION - STATION CONST. 41.8! LF S.L. SANITARY SEWER SERVICE LINE - LT. OR RT. STA 5+35.51 SSMH G--2 SERVICE 5 WATER 8" WATER MAIN ® #1 BENCH MARK LOCATION c • WA R SERVICE I � (SEE CITY OF MERIDIAN cy STA. 3+29.35 512" S BLDG( 5 NOTES TO CONTRACTOR: WATER SERVI E 5 WATER SERVICE 5 GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL 6 CJJ 7 0 8 9 10 11 WATER 3ERVICE 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR OV) SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE `f•� 2.0% N I i :�:• g" � 6.0 LF 0 :: { � l TO I I I i .�.,.. or`coo +�0:�p +�"c�o +W -coo +00-00 U +0 NM FNM FNM t4NM Inc Vi W Vi vi W c/i vi ui ui 0 w cn Vi G ING GROUND 0 EXISTING GROUND SMH H-1- FINISH 10 Z S.L. 35 L TA. 6+00 16 12 13 14 15 SSM) .....�..._ ,. .. _ ...r- ��. ..... in STA. 4-I �.._.,. W�ITEACRE SpBDIVISION I N0. 5 1 1 1 7 8 I 9 10 � I 11 12 o a o 0 0 0 o ao 00 260" X600 260^- 1259( w _ l �0 257( 7+00 6+00 5+00 NO. REVISIONS FILENAME: E: Tomlinson Consultin Whiteccre No. 6 DWG WHIT6SEW1 9-20-18 05: 4+00 3+00 DESIGNED BY: RT DRAWN BY: BEB CHECKED BY: RT APPROVED: COGO FILE: BY DATE REV. COGO FILE: Nhiteacre Bose 1-20-16 2+00 DATE: 3/6/2018 DATE: 9/ 1/2018 DATE: 9/17 2018 DATE: DATE: DATE: >-590 259( ?580 258( "IELD VERIFY RTS PRIOR TO ID NOTIFY DISCREPANCIES ?570 257( 1+00 UK EXIST SSMH J--1 ---� - - -M---- STA. 2+00 CENTERLINE 1 ---Now, 8"S SANITARY SEWER LINE 0 S.C. 2+29 24 CONST. SEWER MANHOLE R E.I. 2 -- 8"S S.L. 38'L t ING GROUND 0 EXISTING GROUND S.C. 2+72 23 1 FINISH E.I. 2582.0 i Z S.L. 35 L CONST. WATER UNE CONST. 64.9 LF 8" WATER MAIN RLINE OF PIPE S.C. 3+12 Z O CENTERLINE OF PIP S.L. 321 22 1 S.C. 3+52 21 in E.I. 258.4 k 0 S.L. 291q t --� SINGLE METERED SERVICE CONNECTION FINISHED GRADE 0 co E.I. 2582.6 1 IPE S.L. 26'L 20 t V) S.C. 4+18 19 j t INSTALL WATER GATE VALVE E.I. 2582.8 CENTERLINE 0 PIPE W At INSTALL WATER BLOWOFF U -- - -- W - - -- - EXIST. WATER LINE 'Q .2 LF 00.60% 214 1 � ----EP---- - EXIST. EDGE OF PAVEMENT ~' (yl A Cf �T- EXIST. WATER SERVICE : EXIST. SEWER SERVICE S.C. SANITARY SEWER SERVICE CONNECTION - STATION V)of S.L. SANITARY SEWER SERVICE LINE - LT. OR RT. E.I. END INVERT OF SANITARY SEWER SERVICE WATER SERVICE 5 WATER SERVICE ® #1 BENCH MARK LOCATION c • WA R SERVICE I � (SEE CITY OF MERIDIAN cy 512" S ORM DRAIN 5 NOTES TO CONTRACTOR: WATER SERVI E 5 WATER SERVICE 5 GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. WATER 3ERVICE 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR OV) SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE `f•� 2.0% N w MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY g" VC SEWER 3 6.0 LF 0 UTILITIES. INVERTS PRIG TO 600 CONSTRUC N AND NOTIFY V) ENGINEER ANY DISCREP 8" PVC SEWIrP WITH PLAN OJT o a Z•QQ, I I 4.9 LF 0 0.60% �' 8 PVC R 202.2 LF 0 0.40% " $ PVC SE 127.4 l R 11 I .- © J •ss t LF 0.40% I � �� rs .,� + V) Q Q U + /�� o'� QCDNTRACTOR /� TO I d• ca �� J `' Q �-J 0 �' .- E I IST SEWER IN NSTRUCTION A tet• �'�,, 4 � 1 � Oo � • I N OG � E p GINEER OF AN TH PLANS �i = `L � I 0 O `� (0 V)vi ry �� N 2 C)F- NW LINE G 7+00 6+00 5+00 NO. REVISIONS FILENAME: E: Tomlinson Consultin Whiteccre No. 6 DWG WHIT6SEW1 9-20-18 05: 4+00 3+00 DESIGNED BY: RT DRAWN BY: BEB CHECKED BY: RT APPROVED: COGO FILE: BY DATE REV. COGO FILE: Nhiteacre Bose 1-20-16 2+00 DATE: 3/6/2018 DATE: 9/ 1/2018 DATE: 9/17 2018 DATE: DATE: DATE: >-590 259( ?580 258( "IELD VERIFY RTS PRIOR TO ID NOTIFY DISCREPANCIES ?570 257( 1+00 UK x SCALE: HORIZONTAL 5 25 100 J G 0 15 50 150 C VERTICAL 1 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1" = 5' KEY NOTES: (1 CONTRACTOR TO LOCATE EXIST 8" WATER LINE REMOVE EXIST BLOW -OFF AND CONNECT TO EXIST 8" WATER MAIN WITH 8" ADAPTER (MJxFLG). FIELD VERIFY HORIZONTAL & VERTICAL LOCATION. COORDINATE WITH MERIDIAN CITY PUBLIC WORKS DEPARTMENT. ® CONST 10.0 LF 6" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) FIRE HYDRANT (PER CITY OF MERIDIAN SUPPLEMENTAL DWG NO. W7) Q 1-45' BEND THRUST BLOCK �4 1-8" TEE (ALL FLG) 2-8" VAVLE (MJxFLG) 1-8" FLGxMJ ADAPTER THRUST BLOCK POTABLE WATER SERVICE CROSSING SEE WATER NOTE NO. 3 ON SHEET 1. CONTRACTOR TO REMOVE EXIST SEWER CLEANOUT AND EXTEND SEWER MAINLINE. COORDINATE WITH THE CITY OF MERIDIAN. {7 SEWER SERVICE LINE TO BE SLEEVED THROUGH STORM DRAIN SEEPAGE BED. SEE SEWER NOTE NO. 4 ON SHEET 1. {8 WATER SERVICE TO BE SLEEVED THROUGH STORM DRAIN SEEPAGE BED. SEE WATER NOTE NO. 4 ON SHEET 1 AND CITY OF MERIDIAN SUPPLEMENTAL DWG NO. W7. EXIST SSMH J--1 ---� - - -M---- STA. 2+00 CENTERLINE 1 ---Now, 8"S SANITARY SEWER LINE 0 S.C. 2+29 24 CONST. SEWER MANHOLE R E.I. 2 -- 8"S S.L. 38'L t ING GROUND 0 CONST. 73.1 LF $ WATER MAIN -4 EXIST. SANITARY SEWER MANHOLEC� S.C. 2+72 23 1 FINISH E.I. 2582.0 i Z S.L. 35 L CONST. WATER UNE CONST. 64.9 LF 8" WATER MAIN RLINE OF PIPE S.C. 3+12 Z O E.I. 2582.1 1" WITH 3/4" METER AND 3/4" METER S.L. 321 22 1 S.C. 3+52 21 in E.I. 258.4 k 0 S.L. 291q t --� SINGLE METERED SERVICE CONNECTION S.C. 3+92 1- WITH 3/4" METER AND 3/4" METER co E.I. 2582.6 1 IPE S.L. 26'L 20 t V) S.C. 4+18 19 j t INSTALL WATER GATE VALVE E.I. 2582.8 SERVICE -` Q S.L. E 131' ANGLE 1 W ♦ INSTALL WATER BLOWOFF U -- - -- W - - -- - EXIST. WATER LINE 'Q .2 LF 00.60% 214 1 � ----EP---- - EXIST. EDGE OF PAVEMENT ~' (yl A Cf �T- x SCALE: HORIZONTAL 5 25 100 J G 0 15 50 150 C VERTICAL 1 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1" = 5' KEY NOTES: (1 CONTRACTOR TO LOCATE EXIST 8" WATER LINE REMOVE EXIST BLOW -OFF AND CONNECT TO EXIST 8" WATER MAIN WITH 8" ADAPTER (MJxFLG). FIELD VERIFY HORIZONTAL & VERTICAL LOCATION. COORDINATE WITH MERIDIAN CITY PUBLIC WORKS DEPARTMENT. ® CONST 10.0 LF 6" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) FIRE HYDRANT (PER CITY OF MERIDIAN SUPPLEMENTAL DWG NO. W7) Q 1-45' BEND THRUST BLOCK �4 1-8" TEE (ALL FLG) 2-8" VAVLE (MJxFLG) 1-8" FLGxMJ ADAPTER THRUST BLOCK POTABLE WATER SERVICE CROSSING SEE WATER NOTE NO. 3 ON SHEET 1. CONTRACTOR TO REMOVE EXIST SEWER CLEANOUT AND EXTEND SEWER MAINLINE. COORDINATE WITH THE CITY OF MERIDIAN. {7 SEWER SERVICE LINE TO BE SLEEVED THROUGH STORM DRAIN SEEPAGE BED. SEE SEWER NOTE NO. 4 ON SHEET 1. {8 WATER SERVICE TO BE SLEEVED THROUGH STORM DRAIN SEEPAGE BED. SEE WATER NOTE NO. 4 ON SHEET 1 AND CITY OF MERIDIAN SUPPLEMENTAL DWG NO. W7. 1+50 2+00 3+00 TOMLINSON CONSULTING, INC. 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 4+00 5+00 600 260 >590 259( ?580 258( Y JO s s ?570 257( 6+00 6+50 LEGEN - - ---- SUBDIVISION BOUNDARY ---� - - -M---- CENTERLINE ---Now, 8"S SANITARY SEWER LINE 0 i CONST. SEWER MANHOLE -- 8"S EXIS ING GROUND 0 (D EXIST. SANITARY SEWER MANHOLEC� ' FINISH .D GRADE 0 Z W CONST. WATER UNE CEN RLINE OF PIPE DOUBLE METERED SERVICE CONNECTION Z O 1" WITH 3/4" METER AND 3/4" METER SETTERS. (PER STD -W1, W3, & W5) in INISHED GRADE 0 --� SINGLE METERED SERVICE CONNECTION 1- WITH 3/4" METER AND 3/4" METER co ENTERLINE OF IPE V) ►� INSTALL WATER GATE VALVE WATER SERVICE -` Q W ♦ INSTALL WATER BLOWOFF U -- - -- W - - -- - EXIST. WATER LINE 'Q .2 LF 00.60% 214 Ld ----EP---- - EXIST. EDGE OF PAVEMENT ~' I EXIST. WATER SERVICE : EXIST. SEWER SERVICE S.C. SANITARY SEWER SERVICE CONNECTION - STATION V)of S.L. SANITARY SEWER SERVICE LINE - LT. OR RT. E.I. END INVERT OF SANITARY SEWER SERVICE WATER SERVICE 5 WATER SERVICE ® #1 BENCH MARK LOCATION c • WA R SERVICE I � (SEE CITY OF MERIDIAN cy SUPPLEMENTAL DWG NO. G2 i If 5 NOTES TO CONTRACTOR: 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. ® WATER SERVICE 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR OV) SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE `f•� 2.0% N w MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY g" VC SEWER 3 6.0 LF 0 UTILITIES. INVERTS PRIG TO 600 CONSTRUC N AND NOTIFY V) ENGINEER ANY DISCREP NCIES WITH PLAN OJT o a Z•QQ, ,y�' I �' .- © J I N 01 + V) Q + tU) N U) INE H 1+50 2+00 3+00 TOMLINSON CONSULTING, INC. 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 4+00 5+00 600 260 >590 259( ?580 258( Y JO s s ?570 257( 6+00 6+50 01 d ?590 .- 580 '.570 TF of: ® J. TO 1+50 2+00 3+00 4+00 4+50 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. LINE Jog NO. LINE H, AND LINE J 18-103 SHEET Na. SEWER AND WATER PLAN AND PROFILE 5 LEGEN - - ---- SUBDIVISION BOUNDARY ---� - - -M---- CENTERLINE ---Now, 8"S SANITARY SEWER LINE 0 i CONST. SEWER MANHOLE -- 8"S - - - EXIST. SANITARY SEWER LINE CO (D EXIST. SANITARY SEWER MANHOLEC� ' FINISH .D GRADE 0 Z W CONST. WATER UNE ------� DOUBLE METERED SERVICE CONNECTION Z O 1" WITH 3/4" METER AND 3/4" METER SETTERS. (PER STD -W1, W3, & W5) in --� SINGLE METERED SERVICE CONNECTION 1- WITH 3/4" METER AND 3/4" METER co SETTERS. (PER STD -W1, W2, & W5) D V) ►� INSTALL WATER GATE VALVE WATER SERVICE -` Q W ♦ INSTALL WATER BLOWOFF U -- - -- W - - -- - EXIST. WATER LINE 'Q .2 LF 00.60% 214 Ld ----EP---- - EXIST. EDGE OF PAVEMENT ~' I EXIST. WATER SERVICE : EXIST. SEWER SERVICE S.C. SANITARY SEWER SERVICE CONNECTION - STATION V)of S.L. SANITARY SEWER SERVICE LINE - LT. OR RT. E.I. END INVERT OF SANITARY SEWER SERVICE INSTALL 6" FIRE HYDRANT EXIST. FIRE HYDRANT ® #1 BENCH MARK LOCATION c • 1 GRAVEL ROAD OVER OFFSITE SEWER I � (SEE CITY OF MERIDIAN cy SUPPLEMENTAL DWG NO. G2 i If NOTES TO CONTRACTOR: 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR OV) SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE `f•� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH N w MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY TO FIELD VER FY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. INVERTS PRIG TO 600 01 d ?590 .- 580 '.570 TF of: ® J. TO 1+50 2+00 3+00 4+00 4+50 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. LINE Jog NO. LINE H, AND LINE J 18-103 SHEET Na. SEWER AND WATER PLAN AND PROFILE 5 EXISTING GROUND 0 CENTERLINE OF PIPE FINISH .D GRADE 0 CENTERLINE OF PIPE g0�' I4 WATER SERVICE RETAIN EXIS AND PROTECT NG MANHOLE WATER SERVICE -` Q .2 LF 00.60% 214 2.0% I V)of c • 1 N I � cy N i If o� °-� OV) `f•� N w CONTRACTO TO FIELD VER FY EXIST SEWS INVERTS PRIG TO CONSTRUC N AND NOTIFY ENGINEER ANY DISCREP NCIES WITH PLAN a LNE J 01 d ?590 .- 580 '.570 TF of: ® J. TO 1+50 2+00 3+00 4+00 4+50 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. LINE Jog NO. LINE H, AND LINE J 18-103 SHEET Na. SEWER AND WATER PLAN AND PROFILE 5 -------------------------------- I -+---- ------ ------ ------ ------ AMBER REEK SUB NO. 1 ox MARK STUB TO SURFACE CONST. 301.7 LF 4" w CONST. 64.1 LF 4" CONST. 387.7 LF 4" PRESSURE IRRIGATION © 1 PRESSURE IRRIGATION CONST. 63.0 LF 4 CONST. 52.9 LF 4 PRESSURE IRRIGATION PR SSURE IRRIGATION .� o PRESSURE IRRIGATION s9 M NNW rq { x 3 4 { EGR EGR---`---- -- EGR EGR �---EGR R ----EGR EGR �G� BL ooh' �1 ••• -1- E R EGR EG EGR EGR ' E 2 GR W 7 BL 061ff 12 24 CONST. 90.8 LF 4" 1 LLJ PRESSURE IRF IGATION 5,71 {) Z1 \:.J �J 10 11 12 1 {2 3 4 5 6 I - a` a 9 10 oui W w; i . I to 1 W ......... {{ { .................................................. ......................................... ............. Of w _ Q� -- 7 22 L ..�0 5f pgl" _ o {{ �Q U-- � /r W. WAUKESHA STREET CONST. 51.8 LF 1 d R IRRIGATION {{ CONST. 117.0 LF 4 ................................................................................... PRE SURE IRRI ATION -'tea ;.J 1 0 » { CONST. 109.8 LF 4 .. PRESSUR IRRIGATION x 1 3.0BL OCl( 2 3.5' 1 1 r- mill Mir_ +rwwrwn wn�r wr rrrr rrrrwr _ {{ I { { I Q J6 01 2{ @23 22 { 21 {20 { {{ { { WIHIT ACRE SUB (VISION N . 5 { { { { { { BL CClffy DESIGNED BY: RT DRAWN BY: BEB CHECKED BY: RT APPROVED COG FILE: NO. REVISIONS 'BY I DATE IREV. COGO FILE: FILENAME: E:\Tomlinson Consuitin Whiteocre No. fi DWG WHIT61RR1 9-20-18 02:40pm XREFS: Whiteocre Bose 1-20-16 THRUST; DATE: 3/6/2018 DATE: 9/6/2018 DATE: 9/10/2018 DATE: DATE: DATE: KEY NOTES: CONNECT TO EXISTING PRESSURE IRRIGATION. 0 VERIFY EXIST GATE VALVE AND AIR VENT STATION CONST 90' BEND THRUST BLOCK 1-4" TEE (FLGxMJxMJ) 1-4" GATE VALVE (MJxFLG) THURST BLOCK Q CONST 4" GATE VALVE (MJxMJ) THRUST BLOCK 5U 63.0 LF C-900 SLEEVE 6" PRESSURE IRRIGATION �6 63.0 LF C--900 SLEEVE 6" PRESSURE IRRIGATION O CONTRACTOR TO INSTALL 2-4" SCHEDULE 40 PVC CONDUITS ACROSS RIGHT OF WAY. CONDUITS TO EXTEND 5.OFT BEYOND SIDEWALK ON EACH SIDE OF STREET COORDINATE W/OWNER. IF CONDUIT IS USED FOR IRRIGATION IN FUTURE, ACHD REQUIRES A VALVE AT EACH SIDE OF THE ROAD, OUTSIDE OF THE RIGHT OF WAY. ® FIELD VERIFY PRESSURE IRRIGATION SERVICE INSTALLED WITH PHASE 3&5 CONSTRUCTION. Q CONST 11 1/4* BEND (MJxFLG) W/1-4" GATE VALVE (FLGxMJ) THRUST BLOCK 10 NOT USED 11 CONST 90° BEND (FLGxMJ) W/4" GATE VALVE (MJxFLG) THRUST BLOCK MARK STUB TO SURFACE. 12 HOT TAP EXISTING PRESSURE IRRIGATION MAIN AND INSTALL PRESSURE IRRIGATION SERVICE. N4' • THIS PRESSURE IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SYSTEM OWNED AND MAINTAINED BY THE WHITEACRE SUBDIVISION HOMEOWNERS ASSOCIATION. • THE BACK UP SOURCE OF WATER FOR THE PRESSURE IRRIGATION SYSTEM IS THE CITY OF MERDIAN POTABLE WATER SYSTEM. • SINGLE POINT CONNECTIONS HAVE BEEN INSTALLED IN PREVIOUS PHASES OF WHITEACRE SUBDIVISION. TOMLIIVSON CONSULTING, INC. 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 U -T JL C-0 o z Z 0 U} 0 cn SCALE -1 "= 50' W HORIZONTAL CJ 5 25 100 < 0 15 50 L1.1 LEGEND P -IRR PRESSURE IRRIGATION MAINLINE W/ STANDARD SERVICE -G-IRR GRAVITY IRRIGATION LINE '°-- PRESSURE IRRIGATION SERVICE CONNECTION ® GATE VALVE P -IRR MAINLINE DRAIN IRS19A]ION N,QTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF MERIDIAN PUBLIC WORKS, THE I.S.P.W.C. AND/THE SETTLERS IRRIGATION DISTRICT STANDARDS. CONTRACTOR SHALL OBTAIN A COPY OF THESE STANDARDS PRIOR TO CONSTRUCTION AND KEEP A SET ON SITE DURING CONSTRUCTION. 2. ALL TEES, PLUGS, CAPS, AND BENDS OF 224 AND GREATER AT LOCATIONS WHERE UNBALANCED FORCES EXIST SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKING AS SHOWN IN THE I.S.P.W.C. STANDARDS. SEE I.S.P.W.C. STANDARD DWG NO. SD -403. 3. CONTRACTOR TO PROVIDE ALL BENDS AND THRUST BLOCKING AS NEEDED PER PLAN. 4 THE IRRIGATION SYSTEM SHALL BE PRESSURE TESTED TO ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSS IN ACCORDANCE WITH SECTION 401 OF I.S.P.W.C. 5. ALL PRESSURIZED IRRIGATION SHALL BE INSPECTED BY AN INSPECTOR APPROVED BY OWNER. THE PORTION WITHIN THE RIGHT-OF-WAY WILL BE INSPECTED BY ACHD AND THE REMAINDER SHALL BE INSPECTED BY THE OWNERS INSPECTOR. FORTY EIGHT (48) HOURS NOTICE IS REQUIRED. 6. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS AND/OR PUMP OUT STATIONS AS SHOWN ON THE PLANS. 7. ALL UTILITIES INCLUDING SEWER SERVICE LINES WITHIN THE STREET TRAVELWAYS, SHALL BE IN PLACE PRIOR TO CURB, GUTTER, SIDEWALK, AND STREET CONSTRUCTION. 8. IRRIGATION LINES TO BE CONSTRUCTED 3.0' OFF OF ALL BOUNDARY AND LOT LINES, UNLESS OTHERWISE INDICATED. 9. ALL LOT, BLOCK, STREET RIGHT-OF-WAY, AND EASEMENT DIMENSIONS SHALL BE TAKEN FROM THE FINAL PLAT OF WHITEACRE SUBDIVISION NO. 4. 10. MISCELLANEOUS SMALL STRUCTURES SUCH AS FENCES, MAILBOXES, SIGNS, IRRIGA11ON AND DRAINAGE FACILITIES, AND UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. 11. VALVE BOX ELEVATIONS TO BE PLACED AT FINISHED GRADE ELEVATIONS OF LOTS. 12. CONTRACTOR SHALL CALL DIG -LINE TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY CONFLICTS NOT SHOWN ON PLANS. 13. ALL GRAVITY IRRIGATION BOXES SHALL BE REINFORCED CONCRETE BOXES POURED IN PLACE UNLESS OTHERWISE APPROVED BY OWNER AND ENGINEER. 14. ALL GRAVITY IRRIGA11ON AND DRAIN DITCH BOXES SHALL BE PER I.S.P.W.C. STD. DWG. NO. SD -619 w/ NO. 4 IRON BARS 12" ON CENTER BOTH WAYS AND WRAPPED AROUND CORNERS. ALL BOXES SHALL HAVE A 1.0 FT. SUMP BELOW THE LOWEST PIPE INVERT. THE BOXES SHALL HAVE INSIDE DIMENSIONS LARGE ENOUGH TO ACCOMMODATE THE PIPES. 15. ALL CONCRETE BOXES SHALL HAVE AN APPROPRIATE METAL LID BOLTED TO TOP. LIDS TO BE APPROVED BY THE IRRIGATION/ORANAGE DISTRICT AND OWNER AND ENGINEER. NOTES TO CONTRACTOR: 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. �+ 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR i SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE 4-co O FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. JOB N0. PRESSURE IRRIGATION PLAN 1s --1o3 SHEET NO. 6 FIBERGLASS VALVE BOX & COVER U WATERMAN MODEL CR -100 AIR RELEASE VALVE (OR EQUAL) TAG WITH "NON—POTABLE.........�I : r ` WATER DO NOT DRINK" IS e REQUIRED, CONNECT TO VALVE f I BOX WITH EYE BOLT AND WIRE TIE. I .—IN : l TRENCH --- BACKFILL ' r 4 . NOTE: INSTALL MAIN LINE DRAINS AS REQUIRED TO PROVIDE COMPLETE DRAINAGE DURING WINTER SHUT DOWN OF IRRIGATION SYSTEM. STANDARD MANHOLE FRAME AND COVER 1-1/2"0 SCH. 40 1-1/2"0 GALVANIZED -- GALVANIZED IRON IRON NIPPLE & 90' ELBOW i PIPE RISER MAIN LINE BALL VALVE CURB STOP �r\_l I nI I (MUELLER 300 OR EQU) IRRIGATION MAIN 1-1/2" TAPPING SADDLE A it LI„,f_i �-- 1-1/2” BRANCH TEE AIR VENT STATION DETAIL -NTS- 24"0 -NTS-- 24" 0 CONCRETE PIPE. LENGTH AS REQUIRED. • •moi jI �,�� 1 • : •��i�/ P/L I 3 MIN, 4"0 THREADED i 5'—MAX CAP OR PLUG INSERT PLUG 24" 1 ABOVE GRADE f � FINISH GRADE *NOTE: 1. 2'-6" MIN., 5'-0" MAX. IN UNPAVED AREAS WHERE THE LINE IS FREE DRAINING. 2.3'-6" MIN., 5'-0" MAX. IN PAVED AREAS OR WHERE THE LINE IS NOT FREE DRAINING. 3. FINDER WIRE AND IDENTIFICATION TAPE REQ'D. PER THE I.S.P.W.C. DIVISION 900. APPROVED METAL OR PLASTIC TAG WITH "NON—POTABLE WATER DO NOT DRINK" IS REQUIRED 3/4"0 CLASS 200 POLYETHYLENE 4"0 PVC OR ABS PIPE VALVE BOX NOTCH 4"0 VALVE BOX OVER PIPE WITH 1/2" MIN. CLEARANCE FROM PIPE SLOPE TO DRAIN •w -- MAIN ---� --r— `3/4" 0 BRONZE \— PROVIDE LONG RADIUS CORPORATION STOP — FORD BEND IN POLYETHYLENE LINE FB1001-4, MUELLER 410413-33, PIPE WITHOUT KINKS OR APPROVED EQUAL. OR DISTORTION TAPPING SADDLE (ROMAC 101S OR APPROVED EQUAL) NOTE: LOOP TRACER WIRE FROM MAIN LINE PIPE TO SERVICE BOX AND BACK ALONG SERVICE LINE PIPE. TYPICAL IRRIGATION RISER DETAIL MAINLINE DRAIN -NTS- -NTS- 1) -NTS-- --NTS-- I NKU�) l BLUUK UL I AILS --NTS- 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO S` S ', j OR NiNVERTS DO NOT MATCH PLASTRUCTION AND NOTIFY INSER WHEN ELEVATIONS ctid� � '� nt 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR ! SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH yq� of MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY 0 J. TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. N 0 z Z U {) d m D V) W ry U Lli #__ THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. DESIGNED 8Y: RT DATE: 3 6 2018 JOB N0. DRAWN BY: BEB DATE:3 201$ TOMLINSON CONSULTING INC.WHITEACRE PRESSURE IRRIGATION DETAILS CHECKED BY: RT DATE: 3 M 2018 18-103 COGOAPPROVED: f LE: DATE: , 6 SHEET N0. N0. REVISIONS BY DATE REV. C060 FILE: DATE: 205 N. BOTH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 7 —FILENAME: E:\Tomlinson Conaultin Whiteocre No. 6 DWG WHIT61RRt 9-06-18 01:12pm XREFS: Whiteacre Bose 1-20-16 THRUST; -------------- ------ ------ h -run ,.-... __ -_-curt _EU'fiEORuj +ep.- E. EGR BL UC/� 11cRcR�d---cR--- eRr EcRrc — eco Hca 8L OC/i 12 Ali r e NO. REVISIONS FILENAME: E: Tomlinson Consultin Whiteacre No. 6 DWG' DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED: COGO FILE: BY DATE REV. COLO FILE: 18 07:19am XREFS: Whiteacre Bose 1--20-16 DATE: 3/6/2018 ii�DATE: 9/6/2018 DATE: 9L1 1/2018 a ��eeer cer DATE: DATE: DATE: TOMLI_'kSON CONSULTING, INC. 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 0 LEGEND - CENTERLINE OF ROAD � `:•Q.:•�.Y;:��A;.�� x .-a 9 10 11 12 A0 1 <$ 2 0 0 NO. REVISIONS FILENAME: E: Tomlinson Consultin Whiteacre No. 6 DWG' DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED: COGO FILE: BY DATE REV. COLO FILE: 18 07:19am XREFS: Whiteacre Bose 1--20-16 DATE: 3/6/2018 ii�DATE: 9/6/2018 DATE: 9L1 1/2018 a ��eeer cer DATE: DATE: DATE: TOMLI_'kSON CONSULTING, INC. 205 N. 10TH, SUITE 200 BOISE, IDAHO 83702 PH. (208) 871-0579 FAX (208) 338-1777 0 LEGEND - CENTERLINE OF ROAD � `:•Q.:•�.Y;:��A;.�� 4 5 6 7 9 10 11 12 13 14 1 am PROPOSED TYPE 1 STREET LIGHT 0 0 • ps.. / p z D- EXIST TYPE 1 STREET LIGHT z 0 EXIST TYPE 2 STREET LIGHT BL OC/< 10 BL 04 11 [� PROPOSED JUNCTION BOX w ®waver w o w w o w o o w arr } 7 w }fit [ K �¢r�•r I i Y w.e.rm w w w ww I w w ww.ew w o oeeeeuww o w �r o e.weer o o w�ee��r w w n w PROPOSED SERVICE POINT JUNCTION BOX " m SCA LE' =50' V) •• � I i •.. 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(208) 871-0579 FAX (208) 338-1777 0 WHITEACRE SUBDIVISION NO, im STREET LIGHTING 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS: //CI 11ZENPORTAL.MERIDIANCITY. ORG/CI TI ZEN ACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10 MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED E ED AS BUILT DRAWING 4F THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. NOTES TO CONTRACTOR: 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS Ncj OR INVERTS DO NOT MATCH PLANS. 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE �yP O FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY TOM�,e LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. JOB NO. STREET LIGHT PLAN 18-103 SHEET NO. 8 LEGEND - CENTERLINE OF ROAD J .� w -- °1"e'""® SUBDIVISION BOUNDARY am PROPOSED TYPE 1 STREET LIGHT 0 0 PROPOSED TYPE 2 STREET LIGHT z D- EXIST TYPE 1 STREET LIGHT z 0 EXIST TYPE 2 STREET LIGHT V) [� PROPOSED JUNCTION BOX > C� EXIST JUNCTION BOX n PROPOSED SERVICE POINT JUNCTION BOX " m SCA LE' =50' V) C-1 EXIST SERVICE POINT JUNCTION BOX HORIZONTAL PROPOSED CONDUIT � 5 25 100 (, ----------- EXIST CONDUIT 0 15 50 150 Q ® PROPOSED SERVICE ENCLOSURE (CAN) W EXIST SERVICE ENCLOSURE (CAN) 0 PROPOSED U.G. UTILITY SERVICE EXIST U.G. UTILITY SERVICE j, PROPOSED TRANSFORMER L A EXIST TRANSFORMER -0- PROPOSED UTILITY POLE EXIST UTILITY POLE 51848 C STREET LIGHT NUMBER WHITEACRE SUBDIVISION NO, im STREET LIGHTING 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS: //CI 11ZENPORTAL.MERIDIANCITY. ORG/CI TI ZEN ACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10 MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED E ED AS BUILT DRAWING 4F THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. NOTES TO CONTRACTOR: 1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, EDGE OF PAVEMENT, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS Ncj OR INVERTS DO NOT MATCH PLANS. 2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE �yP O FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY TOM�,e LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH TOMLINSON CONSULTING, INC. JOB NO. STREET LIGHT PLAN 18-103 SHEET NO. 8