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HomeMy WebLinkAboutCC - Civil Plans Approved rAPPROVED FOR CONSTRUCTION se plans andlor specifications have been reviewed for compliance Meridian City Standards and Specifications.This review does not eve the owner,engineer,or contractor of the responsibility to design andlor construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth Oaks I=84 - - _ �\ This Document, and the Concepts, Ideas and Design Incorporated Date 05/25/22 LOT 4 BLOCK 2 SWINDELL SUBDIVISION herein are an instrument of professional services and are the Permit Number C-1vEw-2o22-0028 LOCH�N PROJECT Property of Mason and Associates, Inc., therefore they are not to - E OVERLAND ROAD I - - A PART OF THE SE 1A SECTION 18, T. 3 N., R. 1 E., B.M., be used in whole or part for any other project without the MERIDIAN, ADA COUNTY, IDAHO express Written Authorization of Mason and Associates, Inc.© 2022 All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of CL o City of Meridian Supplemental Specifications, and the Applicable o VICINITY MAP Irrigation District Standards. Q SCALE. 1`2000' w o � 4 a Q N ti 0 o O O U U I - E VICTORY ROAD - U U N N LO u) m � � GENERAL CONSTRUCTION SEWER DRAINAGE p N 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE. SNOISIA3N STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL N N N SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE CONSTRUCTION NOTE NO. 1. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE N N N IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES, HOWEVER ANY ROOF DRAINAGE BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER Q Q NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN THE APPROPRIATE PERMIT. cn cn 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN > j; AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA p °p j THE CITY WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Z Z m ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ROADWAY 0 UJa 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED `APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER Q o v ON SITE AT ALL TIMES. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A HOURS PRIOR 24) SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR ( vi 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION TO CONSTRUCTION. o Q IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE m �, o 2 Ui CONFERENCE PRIOR TO START OF WORK. c 3 � cu WASTEWATER RULES (IDAPA 58.01.16). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY =� " 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION TRENCHES ABOVE THE PIPE ZONE. w a ado OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE � N ca PRIOR NOTICE. SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (LE, SEEPAGE BEDS, DRAINAGE SWALES). o a o g N cy 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. a o 0 THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE SUPPLEMENTARY NOTES 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE t� APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS THAT HAVE PUBLIC REUSE MAIN OR SERVICES 1. CONTRACTOR(S) SHALL RETAIN AND PROTECT ALL EXISTING FEATURES BOTH ABOVE AND BELOW GROUND, I IU co CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE CL IDAHO RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED 2. MASON & ASSOCIATES, INC. WILL PROVIDE CONSTRUCTION STAKES AS REQUESTED BY OWNER. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) STANDARDS FOR WASTEWATER FACILITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY BACKFILLING TRENCHES FOR PIPE, (B) PLACING OF AGGREGATE BASE, (C) PLACING OF CONCRETE, (D) ENGINEERS (10 STATES STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS WELL AS THE STANDARDS AND 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING PLACING OF ASPHALT PAVING. SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ANY N01'S, AND PREPARING A POLLUTION PREVENTION PLAN (PPP) IN ACCORDANCE WITH THE (� ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE EPA AT (208) 334-9489 FOR THE REQUIRED 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE OWNER/DEVELOPER AT LEAST 48 HOURS BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL BE A MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING PRIOR TO THE BEGINNING OF THE CONSTRUCTION. NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN WATER SYSTEMS," SUBSECTION 542.07. WHERE 1T IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. AND POTABLE WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL 4. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY SLEEVE TO A DISTANCE ON EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET CLASS A EFFLUENT TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR THE V g AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN COST OF RE-ESTABLISHING SAID POINTS. o 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN IF THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND m" ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY 5. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH to THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW o DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FROM THE CITY ENGINEER. THE CLASS A EFFLUENT MAIN. FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES CONSTRUCTION AREA. O N 1 OR POTABLE WATER MAINS SHALL BE MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE e WATER EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR • 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTACT 58.01.08) ( )AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.016 . DIG-LINE AT 1-800-342-1585. w U PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION:RECYCLED WATER-DO NOT DRINK, BOTH IN ENGLISH AND SPANISH. N Q Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY (Nco \\ SEWER, STORM DRAW, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE o N Z Z NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN POTABLE WATER SYSTEM. THE DEVICE MUST BE APPROVED BY THE lDAHO DEPARTMENT OF ENVIRONMENTAL SHEET INDEX EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN QUALITY (DEQ), THE CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF Q Z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR SHEET 1: COVER SHEET AND NOTES SHEET 2: DETAIL SHEET 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). p SHEET 3: DIMENSION SHEET o z w m 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. SHEET 4: GRADING, DRAINAGE AND UTILITY SHEET cz v ni o W WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. _ �'- 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). a� 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). „"',k L PROJECT BENCHMARKS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING Z LU WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR TBM #1 K■ �� gz0?4 O W SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. CHISELED X SW CORNER IDAHO POWER VAULT p #' , NORTHWEST CORNER PROJECT. ,, ,,,,, m 61 UJ LU EL=2633.61' NAVD 88 (n 2 PRESSURIZED IRRI GA TION TBM #2 0 CHISELED X EAST SIDE RIM OF SOUTH � m O �f 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT LID OF A S&G TRAP IN SIDEWALK ON L,:..1 . �� ��'�� Z IN WHICH IT IS BEING CONSTRUCTED. EAST SIDE OF S LABRADOR WAY. � ��� Q p EL=2633.65 NAVD 88 J � � 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER 1N ANY CONNECTION BETWEEN THE POTABLE W J Q WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE SYSTEM MUST BE APPROVED BY THE Z (, IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. Z W o (nQU czn This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of 4 City of Meridian Supplemental Specifications, and the Applicable iY Irrigation District Standards. w 0 w w v � CN iJ v LU o m N N IN 1,000 SAND AND GREASE TRAP SEE PLANFOR SIZE AND ORIENTATION, BOISE VAULTN N OR EQUIVALENT APPROVED BY ENGINEER. 7.0' MIN 4.0' 7.0' MIN FLUSH W/SIDEWALK FLUSH W/SIDEWALK 2 1/2" AC PAVEMENT SEE PLAN FOR LENGTH & WIDTH VERTICAL CURB m 1.21' MIN 0000 0000 cc) 0000 X 0000 4" 3/4" MINUS CRUSHED m W ca 12:1 MAX 0 0 0 O ?`� O O O O AGGREGATE ` :- U 0 12:1 MAX SLOTTED 12" PIPE W END CAP0000 0000 UJ =s •- ' a 000o N 0000 0 =o.109 MAX.0000 0000 0 o U w :.:; 2" WASHED ::i;;;:: Q OOOO 0000 8" OF 6" MINUS PITRUN :% DRAIN ROCK •=`�'"�'�'� SEE PLAN FOR ORIENTATION f AND ELEVATIONS M <r TOP WALK=FG PVT+6"J COMPACT UPPER 6" OF SUBGRADE ` ""' 5 o t^ Uj \\/T, TOP WALK=FG PVT+6" TO NOT LESS THAN 95% OF WRAP SIDES AND TOP OF TRENCHES C O m m N FG PAVEMENT AS SHOWN MAXIMUM DRY DENSITY, ASTM 0698 WITH MIRAFI 140—N, OR EQUIVALENT. t� a FG PAVEMENT;4S SHOWN TOP WALK FLUSH WITH TOP WALK FLUSH WITH w U) V PAVEMENT PAVEMENT 3.0' ASTM C-33 •a m O FILTER SAND O N O GENERAL NOTE SEE PAVEMENT SECT7ON NOTE: EXCAVATE TO FREE DRAINING 0 a MATERIAL. IF GROUNDWATER IS ua �R D (FOR PRIVATE PARKING LOT AND DRIVE AISLES) ENCOUNTERED (AS REVEALED BY rn N ADA A PEDESTRIAN AN RAMP N.T.S. TYPICAL SCHEMA TIC OVER-EXCAVATION). NOTIFY DESIGN 0 ENGINEER FOR SEEPAGE BED REDESIGN. A a GRADING GREASE TRAP & DRY WELL MAINTAIN A MINIMUM of 3' of a GRADING SCHEMA TICS SEPERATION BETWEEN BOTTOM OF DRAIN ROCK AND SEASONAL HIGH (aj GROUND WATER. O N.T.S N � N O O O 2.0' DIA. CAST IRON M MANHOLE RING & GRATED LID CONTRACTOR TO ADD GRADE RINGS AS NECESSARY TO ' ADJUST RIM TO PROPER ELEVATION. w 7-1/2" TOP SOIL R-1/2" TYP. 6" GROUTT ! FG PAVEMENTCEMEN 3" Q. 5' W V i1TRUDED QURB N p NTS V 2'-9" 5' QO Z Z -0" N O O N N 2'-9" 4" 00 O 3" Y Q 6 m Z Z J Q 9' m Q C p 'S Umo W 1000 GALLON SANDL & GREASE TRAP PROFILE NTS NA S e LU UJ 9212 ., cn f � At J. W o 11� = N Pw o Q w o4 W a=, This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of n. City of Meridian Supplemental Specifications, and the Applicable � Irrigation District Standards. v w 0 W W Z : 0 0 v1 Z3 W N CN _M 'CN \ LO to m \ \ EXISTING SNOISI/132! \ \ \ \ � BUILDING N N XC \ ~ems\ N\ x N N N EL CL N89'43'04"E 455.E3' 239.68' - - Asy 0 10 20 40 0 \ 13.00' \ 10.88 10.00 NCLOSUR 12.26 W m W pp i4.00' Z U C� 13.00 Scale: 1"=20' \ \ \ 95.00' 22 \ \ 40.00' SS a 41 \ \ \ 5.02 � � a g � a W Cl)\ �94.00' �' o \ \ 6.00' 44.83' N 80.50' I \ \ \\ IZ001 1a50' TYP � 14.50' R25 � .I j \ \ 2361\• 9.00' TYP�� � � � � � Lt � � �•. � \ \\ W u 0 0 ` \ tp tC o. y0 26.00' �a N Curve Table \ " SD Q Curve # length Radius Delta Chord Direction Chord length Tangent .. . . . .. .. . . \ � Cl 105 82 227 00 26 42`30" N15 20'46'W 104.86 53.89 / 23.71'\ --► 13.61' 18.50' TYP. C2 99.20 200.00 2825'03' N14293 4'0"W 98.18 50.6 16.00 V 82.00' \ \ \ 16.49' \ \ \ \ \ ` a00 5.00, N \ 77.08' 18.50'�TYP. t O \ \ \ \ ` 43.28 82.00' 54.86' W (� \ i 60.00' ts C14 n \O \ N O 00 O N Z II \ � 0 32.22' p O C 0 WS � m z '20.49 � s° C/) \ \ NO'16'56"W is ,� B0 cc s - -- -- - - -- - - - -- - - - -- 9.70 48.53' �� _ 137 82' \ \ ——589:43'04"W $89*43'04" OHP OHP —P OHP OHP \ l E OVERLAND ROAD LU 9212 OF a "�, (� LL (out 'J O � pQtn z Z W Lu Q (f) 0O rAPPROVED FOR CONSTRUCTION e plans andlor specifications have been reviewed for compliance Meridian City Standards and Specifications.This review does not relieve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth Oaks This Document, and the Concepts, Ideas and Design Incorporated Date 05/25/22 herein are an instrument of professional services and are the Permit Number C-NEw-2022-0028 Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of rZ City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. w Q W W g � O O U U V U W N LO LO mLo \ \ Z N EXISTING _ SNOTSIA3& \ \ \ BUILDING (N N N \ \ x N N N N N N 263Z64 2639.43 2640.33 m �- \ \ FIG FG TRASH FIG 0 10 20 40 Q m c b \ \ \ 2636.50 . .•-- ENCLOSURE / Z Z Y 0 \ \ \ 6.0% U/�IBM f1or FG SCpI6: 1"=20'�z - � � W a \ \ \ 2640.00 Q C) Q) Q \\ IE:263270+ 38%\ \ � � SSMH A-t FG RIM.2639.54 L: � \ \ \\ FF. 2636.83 SS IE(OUT)2631.40 [ o a N \ \ \ \ 65 L•F. 4"0 SEWER S=2.0% 0) [L % \ CONNECT TO EXISTING C\ to (L zt PRESSURE IRRIGATION MAIN � p G ` o PRIMARY IRRIGATION 0.5% \ SOURCE LEGEND o a a � � \ 70 LF. +/- 1 1/2"0 WATER SERVICE R 185 L.F. 8"0 SEWER S=4.0% CALCULATED POINT N v \ \ \ 12636.43 : D 5% ` BENCHMARK \ 4 l 88% 2635.83 2s3s.23 3.f% 1.8% FOUND BRASS CAP MONUMENT \ \ l cr �� ti3� • FG 16.0% 2.0% FG - ._.� O FOUND 1/2" IRON PIN ❑ %'\� FG3s.1s ® FOUND 5/8" IRON PIN 4.4 \� N 263316 \ -� SIGN Q 26356 1.4% 2636.00 2636.14 2636.50 ® CATCH BASIN U 6.0% FG GS 1 000 GALLON S&G TRAP ,/ FG FG FG �' Q \ ` GRATED UD:2633 77 / �/ \ \ \ REMOVE EXISTING TREE \ I IE (OUT)2631.12 26&� ® ® SAND �C GREASE TRAP �Te N \ p DISPOSE OFF SITE \ V \ \ j 30% SEE WATER NOTE 3 SHEET 1 DRYWELL , 1� ` 2.8% PROPOSED ® POWER POLE \ 9 Wx43 Lx10 D ROCK \ \ 30 LF• 12"0 SD PIPE S=o.22% �-- TRANSFORMER LOCATION RELOCATE EXISTING 43 LF 12 0 PERFORATED PIPE 2G38.13 eo WATER BLOW OFF \ \ \ SPRINKLER BOX 6.0% 2636.72 FG 2638.57 ® CABLE TV BOX SD 2635.f 9 `~ 1.0% FG \ \ 263321 2638.46_ DECIDUOUS TREE CONTRACTOR TO CONNECT TO EXISTING 8" WATER MX FG 2636.24 2638.i2\ \ FIG O INSTALL (2) 3/4" METER SETTERS � FG C PER CITY OF MERIDIAN STD DWG W3 \ \ \ 6 O% 13% FG Q SPRINKLER BOX V PROVIDE AND INSTALL (2) 3/4" DIA FEBCO 860. \ �-_ RPBA MUST BE APPROVED BY THE STALE OF ? \ C) EXISTING SANITARY SEWER MANHOLE \ \ 263s.12 263s.24 ® EXISTING STORM DRAIN MANHOLE 1DAHO DEQ AND THE MERIDIAN WATER DEPARTMENT �� \ TO BE METERED FOR PRESSURIZED IRRIGATION. ` FG FG se 0 \ AREA OF ASSESSMENT 4,391 SQUARE FEET. DR. � a \ 13og1 2636 62 263336 -. � `� `� �,� ,�� � 3 , 4. - 08 MALAN WILL 8E THE CURRENT OWNER OF THE P► 0% >� LIGHT POLE 18% FG 2636.35 SYSTEM. CITY WATER TO BE USED AS A BACK UP EX � �� ��� . 00, FG - IRRIGATION SOURCE. / x - F _ 2638. ® WATER VALVE \ \ REMOVE EXISTING BLOWOFF \ INSTALL BLIND FLANGE AND 0.50% 19" FIRE HYDRANT E Q \ JOINT RESTRAINTS. TAP EXISTING � �n a c GAS STUB -CM \ 8" MAIN FOR 1.5" SERVICE AND \ ��'� ---- -- ---- - PROPERTY BOUNDARY LINE METER. METER SETTER PER CITY OF MERIDIAN STANDARDS SEC710N DB-350 \ DRYWELL /2 L \ \ \400 L.F.STANDARD DRAWING W4 5'Wx22 Lx10 D ROCK - - - �• CONNECT TO EXISTING r'a, GRATED LID:2636.19 20 12"0 PERFORATED PIPE SECTION LINE\ IE: (OUT)2633.09 - 000fff 6 PRESSURE IRRIGATION MAIN d' CENTER LINE W F. V y PRIMARY IRRIGA7ION SOURCE 3 L 12"0 PERFORATED PIPE .:•: 25 L.F. 4"0 SEWER S=2.0% .-::; 12•0 so•ELL -- -- -- - UTILITY, DRAINAGE AND IRRIGATION EASEMENT v \ \ , IE:2628+/- SS 1.8% PIPE N d- - .: N\ \ 1 FF. 263Z12 �zu x FENCE LINE C � \ 0.50% N O N Z II SEWER LINE � ` ZO LF. +/- 1 1/2"0 WATER SERVICE - - STORM DRAIN LINE 7 O � TBM ,�2 SEE WATER NOTE 3 SHEET 1 - SD -- - Z OHP OVERHEAD POWER LINE � O \ I 2636.72 FG3�00 c UNDERGROUND GAS LINE Z co m ¢ � J 2636.35 FG REMOVE ExisnNc BLowoFF ® p INSTALL 1,000 GALLON SAND AND GREASE TRAP O p j \ FG \ APPROXIMATE SEWER SERVICE LOCATION !E 2624'+/- -- INSTALL BLIND FLANGE ANDJOINT RESTRAINTS TAP EXISTING INSTALL DB--350 CONTRACTOR TO EXPOSE AND VERIFY HORIZONTAL 8" MAIN FOR 1.5" SERVICE AND ® \ \ AND VERTICAL LOCA77ON --- - - METER. METER SETTER PER CITY - - - - - - - - - -- - - - OF MERIDIAN STANDARDS SECTION SDI_ INSTALL 12" STORM DRAIN PIPE W 400 STANDARD DRAWING W4 \ \ No•r6'56" 089 INSTALL 48" SEWER MANHOLE _ \ 48.53' p - - -- -- - - -- - -- - -- - - -- - 1�` - -- - -� -- -- -- - � s-.�._ INSTALL 8" SEWER- MAIN \ S8943'04"W OHP OHP P OH OHP �� wS INSTALL 1 112 WATER SERVICE LINE ..:. l �- E OVERLAND ROAD INSTALL 1" PI SERVICE �- INSTALL 3/4" IRRIGATION METER INSTALL 1 1/2" DOMESTIC METER IUJ � �®NAco J o� r- W �� Z J. � z � � W ocn0 � �