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HomeMy WebLinkAboutCC - Cover Sheets 1-7 TURIN PLAZA SLJE3nW1aION This Document, and the Concepts, Ideas and Design Incorporated W. MCMILLIAN ROAD - _ CONSTRUCTION DRAWINGS herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to _ LOT 2, BLOCK 6, BRIDGETOWER CROSSING SUBDIVISION NO. 2 be used in whole or part for any other project without the A PART OF THE SW 114 NW 1A SECTION 35, T. 4 N., R. 1 W., B.M., express Written Authorization of Mason and Associates, Inc.© MERIDIAN ADA COUNTY IDAHO All construction shall conform to the 2020 edition of the Idaho BRIDGETOWER N 1/16 O r CROSSING NO.77 1 PLS 18780 • Standards for Public Works Construction, most current edition of - I 2022 City of Meridian Supplemental Specifications, and the Applicable J I Irrigation District Standards. w 0 N. VICENZA WAY—W o Z I ii u (n BRIDGETOWER , U CROSSING N0.5 Z ; I EXISTING SSWH RIM 2555.20 i IE(8):2546.62 1 o W. BELLTOWER BRIDGETOWER CROSSING I SUBDIVISION NO.2 BOOK 86 ' N. CECINA PL. PAGES 9641-9643 > VICINITY MAP SCALE: 1"=500' O /r BRIDGETOWER BRIDGETOWER CROSSING NO.2 I CROSSING NO.3 I ! SNOISIA3a PROJECT LOCATION i I I i N ; �' N N N ! ' ' SOOV710'E �,00' .I��. i i 0 15 30 60 rn m ' ' M• m Scale: 1"=30' Q Q k 1 — _ 2 — PERMIT NO. °w 'm w m PROJECT BENCHMARKS - III o TBM _ I in FOUND w D CHISELED "X" IN THE EASTERLY SIDEWALK ON N. TEN MILE ROAD. o l Neu ; NAVD88 ELEVATION= 2556.97 -1---- _...._ 4 .I ,� a - I� LEGEND TBM JE2 i - - i � CENTERLINE SANITARY SEWER MANHOLE COVER AT THE CENTER OF THE DRIVE -- ® Benchmark m c AISLE 30' EVASOUTH 5 .26THE PARCEL. I I� ( ® Found Aluminum Cap Monument �� ro o 0 as NAVD88 ELEVA710N= 2555.26 I �� ® 2555 i W e5 Found Brass Cap Monument m I �_� ; ;i �� I h ✓ �<' a ' ; � ® Found 5/8" Iron Pin y ca --Q � a 8 ` Sewer Service Cleanout IS) Existing Sanitary Sewer Manhole 'a + i' I 8.•.. 8 L Existing Storm Drain Manhole i Ik' :•;:v:. .-:.::;;;z.... o Existing Power Pole so I ® I q I l ® Existing Gate Valve (Q �! Existing Water Meter V CID Existing Telephone Riser Q Q 'h"r Existing Fire Hydrant 2555 i i ` i � � Existing Street Light Existing Sign --- E ■ . �, ' �, , ; -- — _ - � '� Existing PI Service i% _- R x' Existing Sewer Cleanout ■ T� I �T_ _�r__woo� Natural Ground Contour Line g Property Boundary Line + -� SMti7f011E - �" _ -= _— - T' - - - — Section Line �. • I �i. 4 w i -eow - w eoN= -�w - Lot Line =3 00 Easement Line Z E ------EP------ Existing Edge of Pavement � 0�► 3 � LOG ------c Existing Lip of Gutter ' .00 --(I�I' I m co-------- - - - EXISTING SSMH tBM/2 ------w------- Existing Water � ' ' "V --.._._...----X------- ) " ExistingFence Z O 4 1 7 i ; s'n RIN:2555.26 I i BRIDGETOWER CROSSING IE(8):2548.65 ------oHP------ Existing Overhead Power V SUBw cn ; i2 PAGDI 9641SION 96O.2 BOOK 86 , U F PAGES 9sa1-9s43 ------ucP------ Existing Underground Power i - - --TR-- --- Existing Top of Bank 04 o ¢o " -------s------- Existing Sewer (0 N \M THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 9 o N z II ; I ,l CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. y ^i i ------ss------ Existing Sewer Service o THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS Zi Existing Storm Drain g 2 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTACT DIG-LINE AT i2 Ni -----ucr------- Existing Underground Telephone o 1-800-342-1585. O------,row------ Existing Face of Walk O PRESSURIZED IRRIGATION OWNED BY BRIDGETOWER CROSSING SUBDIVISION I ------LOW------ Existing Back of Walk °p Proposed drywell = k 1,000 Gallon sand and grease trap W 1/4 S897123"E ii PLS 18780 40.00, i P 779 ® OB-350 sediment tank ® 30"precast manhole O s Proposed 8" sewer main N ® Proposed sewer manhole S SHEET INDEX SL--- Proposed 4" sewer service _ SHEET 1: COVER SHEET ~ SHEET 2: SUBDIVISION LAYOUT SHEET k L ANC' T SHEET 3: NOTE SHEET EN N SHEET 4: DETAIL SHEET - SHEET 5: DIMENSION SHEET e� A SHEET 6: GRADING, DRAINAGE AND UTILITY SHEET 9212 Q SHEET 7: SEWER PLAN AND PROFILE N orgT6 of`p��c W ¢ = O 'f54M J. W NOT APPROVED FOR CONSTRUCTION 0 U 0 a TUR/N PLAZA S(JBD1V/S10N o 27 zs LOCA CALCULATED A REPLAT OF LOT 2, BLOCK 6, BRIDGETOWER CROSSING SUBDIVISION 3a 35 2016-064167 NO. 2, OJ A PART OF THE SW 114 NW 1A SECTION 35, T. 4 N., R. 1 W., B.M., MERIDIAN, ADA COUNTY, IDAHOLU s 2022 3 ' I R W N�,h NO i } i I O CA Z N '/16 CAP PLS 18780 N I Inca CP&F INS'. P. 2020-162067 ; 0) I I n o o 9 BRIDGETOWER CROSSING y PLS BOOK 86,PAGE 9641 m } nns _--- __-- S8907*10"E 358.00, LOT 3, BLOCK 6 PLS U jj 179.00' i W x 1 0 15 30 60 0 p U I 1 LANDSCAPE I00I Scale: 1"=30' �' L' � EASEMENT I � � C o � I I �---25.00---�-CROSS ACCESS IF q N h--33. I IDAHO POWER 2 1 AND CITY SEWER w a z IF Q � II i EASEMENT 17,686 ; EASEMENT I i SQ. Fr. 17,686 I LEGEND a-a N ro i ro CALCULATED POINT c m SQ. FT. i ® FOUND ALUMINUM CAP MONUMENT m N 1 i i FOUND BRASS CAP MONUMENT ss 1 co I i i I I • O FOUND 1/2" IRON PIN SEWER 1 RESET W/ 5/8" IRON PIN I EASEMENT W/PLASTIC CAP PLS 9366 � I I y I BRIDGETOWER CROSSING 0 FOUND 5/8" IRON PIN -1-3 I I S8907'f0'E I I 1 SUBDIVISION NO. 2 I I S69ro7'10 E I BOOK 86, PAGE 9641 • SET 1/2" X 24" IRON PIN 30.0o W/PLASTIC CAP PLS 9366 O t) I I 179.00' I 179.00' I O II i 1 1Q BLOCK NUMBER ti) I ----------- ------------------- -------------------------------- -------- 13 ------- SUBDIVISION BOUNDARY LINE --------- N SECTION LINE p i i y i j -------- EASEMENT LINE -� Z I 4 3 i o LOT LINE SQ686 0 17,686 i I N ADJACENT LOT LINE I i N Do m SQ. FT. i j —---- - TIE LINE/LEADER U 8 II y J 1 II t II i I �j �cccppp I NOTES = 3!! 1 II I la'Xd 1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN I I I Q 1 PLS EFFECT AT THE TIME OF THE RE-SUBDIVISION. II 11779 I 179.00' I 0 179 00' 2. UNLESS OTHERWISE APPROVED BY THE CITY OF MERIDIAN, ALL BUILDING SETBACKS SHALL -—-- -- -- ---- -�•----__ __�.__ MEET THE REQUIREMENTS OF THE ZONING ORDINANCE IN EFFECT AT THE 71ME OF BUILDING PERMIT POINT OF S89 07'10'E 358.00' LOT 1, BLOCK s No SUBMITTAL. Z cg BEGINNING CAP 3. IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH BRIDGETOWER CROSSING IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER W V O I SUBDIVISION NO. 2 BOOK 86. PAGE 9641 RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT V O 4. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH U �� AUTHORITY. N N M 5. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL o N RESTRICTIONS. �oo 6. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM n 2 ' NARRATIVE RECORD DATA APPROVED IN THE SANITARY RESTRICTION RELEASE. I THIS SURVEY WAS PERFORMED TO CREATE A SUBDIVISION. BRIDGETOWER CROSSING SUBDIVISION NO. 2 O Z iii m h THE BOUNDARY LINES OF THIS PARCEL OF LAND FOR SAID BOOK 86, PAGE 9641 NOTE: 2 O p SUBDIVISION WERE ESTABLISHED FROM RECORD INFORMATION p U a�i o W AND FROM FOUND MONUMENTA77ON AS SHOWN AND LAYOUT SHOWN MAY NOT REFLECT p rn DESCRIBED HEREON. THE ACTUAL RECORDED PLAT I I Professional Engineers, � STE��G9` M,35on Land Surveyors &Planners 9366 A-550ciatc.5 (208)454-029 Far(208)467-0130 W 1/4 Of Oe 0 A MR0622002 0712112022 �g�o FN@� 0 w PLS 18780 PLS N HOB CP&F"ST. NO. S89Y7'23'E 11779LU zo2o-1s2o6s _._—.——. SHEET 1 of 3 k� y�cEN 4D.OD• BK._____—, PG------ 9212 9 U) Q lgPB OF��Pr H z o M J.QpP •� J O N or 2,2,k z Z p 1Z- 3 � m w NOT APPROVED FOR CONSTRUCTION p N aj 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 iz a City of Meridian Supplemental Specifications, and the Applicable Q_ Irrigation District Standards. 4 U, 0 m GENERAL CONSTRUCTION SEWER DRAINAGE o z 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 R17H PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE SNOISIA38 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 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 N N N 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 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 a¢ Z� NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN THE APPROPRIATE PERMIT. cn v> 3 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 m 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 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 2 w m ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ROADWAY c? 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 wo 0 U 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 RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE ui L o 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION TO CONSTRUCTION. � o CONFERENCE PRIOR TO START OF WORK. IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE C o WASTEWATER RULES (IDAPA 58.01.16). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY 3 a z 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE TRENCHES ABOVE THE PIPE ZONE. a co-aOF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR r PRIOR NOTICE. SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 3. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE o c WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER N 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OF DEFICIENCIES IN THE DESIGN. ALL ID g THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES LISTED BY a CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT. �, - 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE tl) 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 CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 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 SUPPLEMENTARY NOTES IDAHO RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED U B. 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 Q 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 1. CONTRACTOR(S) SHALL RETAIN AND PROTECT ALL EXISTING FEATURES BOTH ABOVE AND BELOW GROUND, O PLACING OF ASPHALT PAVING. SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 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 2. MASON & ASSOCIATES, INC. WILL PROVIDE CONSTRUCTION STAKES AS REQUESTED BY OWNER. 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 :;F NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN WATER SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING 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 ANY NOI'S, AND PREPARING A POLLUTION PREVENTION PLAN (PPP) IN ACCORDANCE WITH THE BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE EPA AT (208) 334-9489 FOR THE REQUIRED 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 INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE OWNER/DEVELOPER AT LEAST 48 HOURS U g APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN PRIOR TO THE BEGINNING OF THE CONSTRUCTION. AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN bi 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 4. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE h�O ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE t THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE _ QO DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING 3 THE CLASS A EFFLUENT MAIN. CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR THE FROM THE CITY ENGINEER. Ly= COST OF RE-ESTABLISHING SAID POINTS. c� E S 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES �;R R OR POTABLE WATER MAINS SHALL BE MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A WATER EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) 5. 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 C INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN Qj FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA CONSTRUCTION AREA. F' 2�� 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR z r-- PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.016). w U �p REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE U ��y4 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION:RECYCLED CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WATER-DO NOT DRINK, BOTH IN ENGLISH AND SPANISH. WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY LE FOR ANY AND ALL DAMAGES WHICH OCCUR N o �\ BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTACT (0 N z z SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE /T IS 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED 1F RECYCLED WATER SYSTEM IS CONNECTED TO THE DIG-LINE AT 1-800-342-1585. o cN 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 IDAHO DEPARTMENT OF ENVIRONMENTAL 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 g 2 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 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). Z Z J o 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. 3 U a 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). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (1.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING V5 WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR S SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. ca Q ®���s�o Ew o" PRESSURIZED IRRIGATION N 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT 9212 N O IN WHICH 1T IS BEING CONSTRUCTED. Z L 4T P�� ui F W � 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE �41 J.` p i= QL = O WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE SYSTEM MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. GM�/ � W NOT APPROVED FOR CONSTRUCTION p Z cs 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 a Standards for Public Works Construction, most current edition of a City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. 0 LQ 0 m 0 z SNOISIA38 N N 1,000 SAND AND GREASE TRAP SEE PLAN N FOR SIZE AND ORIENTATION, BOISE VAULT 0) O) OR EQUIVALENT APPROVED BY ENGINEER. �7.0'MIN 4.0' 7.0'MIN ¢ Q FLUSH W/SIDEWALK FLUSH W/SIDEWALK 2 1/2"AC PAVEMENT SEE PLAN FOR LENGTH& WIDTH VERTICAL CURB m } 0000 0000 1.27 MIN ° m } 2 z ° m 0000 x 000. 4"3/4'MINUS CRUSHED Y ° 12:1 MAX 0000 0000 12:1 MAX AGGREGATE .4 �S U 0000 0000 0000 SLOTTED 12"PIPE W ENO CAP 0000 KN 00 0000 0000 �{ 2" WASHED 0000 0000 8"OF 6"MINUS PITRUN DRAIN ROCK •'`:`?" SEE PLAN FOR ORIENTA7ION AND ELEVATIONS O N 4 COMPACT UPPER 6"OF SUBGRADE � � -""" '�� TOP WALK-FG PVT+6' TO NOT LESS THAN 95%OF WRAP SIDES AND TOP OF TRENCHES G O O FG PAVEMENT AS SHOWN TOP WALK=FG PVT+6" Ip FG PAVEMENT AS SHOWN MAXIMUM DRY DENSITY, ASTM D698 7 R TOP WALK FLUSH W9TH WITH MIRAFI 140-N, OR EQUIVALENT. OJ TOP WALK FLUSH WITH W'0 z PAVEMENT PAVEMENT 3.0'ASTM C-33 � FILTER SAND W Z �, o NOTE: EXCAVATE TO FREE DRAINING O,J a TRUNCATE DOMES SEE 1 l0 GENERAL NOTE 24 PAVEMENT SECTION MATERIAL. IF GROUNDWATER IS (FOR PRIVATE PARKING LOT AND DRIVE AISLES) ENCOUNTERED(AS REVEALED BY TYPICAL SCHEMATIC OVER-EXCAVATION). NOTIFY DESIGN O ADA PEDESTRIAN RAMP N.T.S. ENGINEER FOR SEEPAGE BED REDESIGN. GREASE TRAP & DRY WELL MAINTAIN A MINIMUM OF 3'OF a GRADING SCHEMATICS SEPERATION BETWEEN BOTTOM OF -- DRAIN ROCK AND SEASONAL HIGH GROUND WATER. N.TS 1 fO� 1O� 2.0'DIA. CAST IRON vJ MANHOLE RING&GRATED LID CONTRACTOR TO ADD GRADE RINGS AS NECESSARY TO ADJUST RIM TO PROPER ELEVATION. 2.0'DIA. CAST IRON MANHOLE RING&GRATED LID CONTRACTOR TO ADD GRADE RINGS AS NECESSARY TO ADJUST RIM TO PROPER ELEVATION. � 7-i/2" TOP SOIL R=1/2"TYP. OUTLET SEE PLAN 6" 7" 6" FOR ORIENTATION 3" CEMENTOUT Q^' AND ELEVATIONS 6" 1„ GROUT 2_7" FG PAVEMENT At 3' 1� t 0 5" 45" z Z 5' Cp 4" 1-�3 EXTRUDED CURB U U N NTS 2-9" 5_D" t0 N Z Z O N 6'DEPTH OF 2"OR 3/4" COMPACTED FOUNDA77ON MATERIAL, —2-9" 4" PER ISPWC SETCION 802. COMPACT TYPICAL SCHEMATIC 3" z TO NOT LESS THAN 95X MAXIMUM DRY DENSITY,AS 0698 DB-350ca p O z Z O 9 mp 2 U o W 1000 GALLON SAND & GREASE TRAP ° "' 2 PROFILE NTS 5 N FR' m w \cEa vc (A—,921 Q � �y rqr f of 4 Q UL � J = v z° z ? Q �— L. �� L. w NOT APPROVED FOR CONSTRUC77ON O U) 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 a City of Meridian Supplemental Specifications, and the Applicable a Irrigation District Standards. w 0 0 ca m 0 z SNOI SIA38 N N N 0 10 20 40 rn m Scale: 1"=20' n „ m nji + i Z Z O m 2 a u i S89 07'10 E a77 358.00, <5 II VIM 3.00 Ks 300 I-�-1902--1 a 12.31 >�'?e. b;s?«;# ,s^ m �." 17.83 q a _ 25 48 R4.50 ! h.X ..: .cis,,.. , i � m m ti fZ i �- .I•- �.. 16.37 35.45 18.97 25.00 170R4.50 75.00 14. I ---+�-35.00 19.00 TYR It - 25.00 i' 3.00 50.00 ,r 25.07-►-I l� i A 9.00 TYR38.50 00 9.00 TYP. 48. 46.00 7L00 46.00 r 46.00 9.00 TYP. - U a -- :: 64. 00 19.00 TYR 9 00 TYP. 33.50 --+�. 19.00 TYP. I 0.00 7 00 17 -- -- p r i �� c • ,„ a $00 19.00 TYR V 16.38 R1.50 ' - +..'.•.= ' Sri k,ate- 7.00 Rf 50 i C4 ii C, 72 00 R1.50 w Q c� (0 p 1 112.51 90.00' }6 38 C'i 11 19.00 TYP. ® 16.38 I j M ^f R6.001 ..::' .:. 16.I38 19.00 TYP. j 16.38 i + p J9.00 TYP. -8.00 `' •;:R18.50 j 9.00 TYP. B.00f I R2.50 i It i i O /',111 LL Ji. R18.50;: � R78.50 16.50 24.50 P Z R1.50 R1.50 RL50 i R4.50 H i h i 1 34.51 z i 5.00 c01h u � i �� 0 W O i 1 25.99 S E ,•25.65��� SS ii j I R5.00 38.77 RL50 t i i i 2 00��I, _ R7.50 R1.50 16.50 I R4.50 Ce �Q aW i 72.00 Ri 0 8.00 N a I 13.43 I 19.00 TYR ® I �I SD 24.50 t 16.30 1 t i N 30 16. v� ® 19.00 TYP. t 2 QQ i ;O TYP. a00 ... I 16.30 39.92 J V U i i� i 800 TYP 5.00 li O R1 50 16.39 - _- -r 16.37 x :r �,.. RL50 i w ti 700 a` +16.35 .. -r . i O N h Q" �` K I O 19.00 TYP. Q N O N N00 z II o 7BM1 g O 24.00 25.00 7.00 ' i Or O 9.00 TYP h'--- '�� i �� W z 25.00 64.00 y a - 25.00 9 -- Z W m 9.00 IYP. - 4 1 J.00 50.00 Q n -66.00 u i 48.00 `"" t i p 55.00 55.00 1 19.00 TYP. N = W i j i i hs. 19.00 TYP. 9.00 TYP. 19.00 TYR RIB !i a 71.00 .,,wr 75.00 - i, 35.00 1 t✓, r. 'v R 100.00 4.50 ' a ' p ry 1 14.12 1 ks, re:'" " R4.50 I�--14.50:1 i Z 7.98 ze11 14.00 ,r � 14.52 R4.50 - .a ` _�... zr.. R4.50 u WS f 0.04 3.00 Ws 3.00-- 3.31 - 25.48--►I j�_ i _ Q!a'C ° S8907'10"E -- -- -- - - -� - ------ - -•+.- - -r �, EN O ----f Fow --- FOW ---- -� _ ass 358.00' ;�----- '" ."'""�,� L cA �-i- --- i- ,v--�- -F eow �� ���`` -- - YYY r ' 9212 j w 2 v)f O �t � Z o W w w NOT APPROVED FOR CONSTRUCTION O 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 a City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. 0 U, 0 m 0 z 0 10 20 40 SNOISIA-98 N Scale: 1"-20' N N N 0) 0) 0) m fff Y O LEGEND DOUBLE WATER SERVICE II o o v a CONNECTION PER CITY OF MERIDIAN SD-W4 ' o ® Benchmark II 175 LF. 1 1/2"WATER- - - - - - - - _ _ _ _ _, _ _ _ _ ® Found Aluminum Cap Monument m r o a i i i WS y Found Brass Cap Monument `ra =° D PROTECT i R z � - " - - EXISTING PI SERVICE i a FoundIronPin W ol} � ��„ 2555 94 2555.39 ' II i C � FG FG i u> i ® Sewer Service Cleanout o 4 2556.56 ,_s.rz 2556.56 W FG FG _ .>, `` 30% 255509 DB-350 Existing Sanitary Sewer Manhole GRATED LID: 2554.65 j S( Existing Storm Drain Manhole a 2.OX 255Z20 1,000 GALLON SdcG TRAP ' 2556.56 2556.06 $ � GRATED UD: 2554.68 FG FG _ IE IOUT.2552.38 N 85 LF 4"SEWER -a - I Existing Power Pole IE WT.•2552.41 1 i i 0. SERVICE 5=2.OX ------ 255Z20 O g -�� IE=2553.13 ., 6.OX FF --� ORYWELL 11 ' �_ _.-.__f0'Wx35Yx1.8'D ROCK ® Existing Gate Valve U its 35!.F 12"PERFORATED PIPE h h --- --- ,. -- -- @J Existing Water Meter �J DRYWELL/'3 •`rir 2.5X 12'Wx113'Lxi.8'D ROCK `r --------- - CF) Existing Telephone Riser 113 LF 12"PERFORATED PIPE - i' V Existing drant Q 1.I% I Q 9 Fire H Y ----- - o `¢ 40 L.F. 4"SEWER ' I� i Existing Street Light to O ---- - SERVICE S=ZOX II 1 ... .•.::: :. . ---- IEm2551.07 i I Existing Sign -- f II 255Z 0 x 2556.58 S.OX s II p Mx y 5.0X .5 --. _ �.... Existing PI Service _�,.... ;.» .'r FG --� rn` sue...-- 2556.56 2556.40 - I co 9 2556 6 O i 3 i 2558.56 2556.56 2556.58 FG FG s 9 � x+� t.ox co Existin Sewer Cleanout II o + FG FG 2556.56 l w 20 LF 6"SLEEVE FGp555 FG --------_ j ll ��°� Natural Ground Contour Line W I 2.3% 1.75X 2555.53 FC 5.36 ` I t9 GR E MANHOLE Property Boundary Line .�/ FG GRATED UD-2554.45 JJ a 2556.16 i IE OUT.2552.78 J ro 2555.48 1.0% - - _ i 255ZOO u� DB-350 FG _- �1 j 2556.40 FG I 35 LF. 12'0 SO PIPE S=0.22X Section Line FG N 3.8X FG i 4j II I GRATED UD: 2555.61 Lot Line H • ' i ( 1 i IE OUT.•2553.34 2.4X� ------- Line 2 I / L i�� SSMH A 1 Easement I n :.:,;,:.•:r - S 1 ------EP------ of Pavement .. .�;.-��`�" c� � RIM. ' .. ...... I SX/I � � I E t =3 cp SSMH A 2 O 185 L.F. 8"0 SEWER S=2.OX l i n S '� I i INVERT IN;2547.73 � EXIStIn� Edge W Q r. , I 3.8X .. .... ..:. .... >..: RIM:2556.17 DRYwELL INVERT TOUT: -'-SI1 G 2547.83 S M 1.0% DB-350 i DRYWELL/4 INVERT OUT:2551.43 --SS -- CAST IN PLACE MANHOLE PER SD-501 ------LOG------- Existing Li of Gutter /2 SOLID UD:2555.50 �- P 255ZOO 7'Wx65Lxl.8'D ROCK c� �� c� 7 w pF I f0'Wx41Yx7.8'D ROCK IE IN:2552,68 ' 'K Q FG 65 LF f2'"PERFORATED PIPE "'.:�"IF,':..?.I 41 L.F 121PERFORATED PIPE fE OUT.2552.58 1 i '�_ABANDON EXISTING SEWER ------w------- Existing Water i I 2.1 % 2556.37 2556.40 r- 2554.85 -� SERVICE PER GT OF MERIDIAN ______- 20 LF 6"SLEEVE 2556.40 I ----x---------- Existing Fence FG ' FG P- 2556.40 FG SPEGFlCA 77ONS Z 1.75% :r LOX FG -,.. FG I 30"SD MANHOLE ------GNP------ Existing Overhead Power ' ' I O SD GRATED UD:2554.50 ti z 0� h ® "''''3.3X 2554.94 2555.71 IE: IN/OUT-2552.71 ------UGP------ Existing Underground Power W V - .. :....:. FG56.56 / 2556.56 FG �-FG ' 1 - (Hem 2556.56 255s.5s i ' rs------- Existing Top of Bank -i FG 56 56 255&90 1.0% l� 12 2 0 PIP S=0 22X V .� II 3 2557.1 w. s n <. .: FG FG FG FG ----- SD- r E --- --5----- ' LF. 1 Existing Sewer o # ;r 2556.56 2556.06 2556.56 r w g MX �..,�,; i' FG FG FG56 O6 FG Y.,, ,.: 1 r: �. a 2556.56 i -- --- N O ,t ,: x :n ¢ --ss-- - Existing Sewer Service N o _3.OX 3.oX FG -- -sn- --- Existing Storm Drain o N N - - a ' TBM#1 r l UGT- ---- Existing Underground Telephone g o --- �'--- aD L.F. a"sEwrRSERVICE S= •`; Is ace of Walk Z �1 0% l 2551.29 2.OX a v. -2.0X1 2555 II i V ! > Ex• ting F Y ( � v t.DX ' Q eaw Existing Back of Walk O CO q i i `� N SERVICE S=2.OXR .... -... x.,� 2557.20 _ --- i ' 2 Z p m Q r C J ii 2557.20 IE SERVICE S 25 '`: - -- Proposed drywell Ste_' Proposed 8" sewer main REMOVE EXISTING j ! yy r W i�WAIER METER -_ q j` ® Proposed sewer manhole W DOUBLE WATER SERVICE 2556.56 r + 2555.74 w CONNECTION PER GTY OF ; I '' 255s.56 SI- Proposed 4" sewer service MERIDIAN SD-W4 : c .,FG L2X 1.2% FG 2556.56 .38 FG II ' ' FG - 1 � r e�` q FG 13X I I p p 1,000 Gallon sand and grease trap a h i WS 175 LF 1 1/2"WATER - N 2ss -_ - 1 D -350 sediment tank WS --2557-- �� _ 2556.38 2556.38 to �J 2556.75 2556.30 _2556.75. _ - - - �"�__. FG _ �FG ' T i ® 30" recast manhole S FG -FG -'--_ _.___'. „"ter-..ram -- ------- - p O Fow -- -- - .Fvv✓ .__ - --- -._.� FG_ _ - I. _:-li i to NA I- - - -- � --- i 5g� FN Q W -- i --� - eow -- - sow i st k, { �� VCE 6 RETAIN AND PROTECT It O x EXISTING 5' EXIS77NG TRANSFORMER U SIDEWALK RELOCATE EXIS7IN li ! FlRE HYDRANT 6' -- _-, L� -- �J i 9212 n TO THE WEST -- Q LL �tgaJ. p �Z� (L C9 0 Z2 t z ? 2 Q w NOT APPROVED FOR CONSTRUCTION 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 a City of Meridian Supplemental Specifications, and the Applicable R- Irrigation District Standards. Ff I I � I 3t� f,. }-: I I i I W } ® g555 00 / I O j SNOISIA38 ry N SSMH A 2 c�•i �> I ,. .- _.,......... g ? i m l o 0 15 30 60 o m ra o _ l z z Y o Scale: 1"=30' I I I — O c v E -- - —-- ' -- 2555 Il U ,3 o I ' I � V 0 0 � I 2558 2558Lo C1J U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . h : : : : . . . . . . . . . FINISH GRADE . . . . . . . . . . . . . . . . . . . . . . . . . � : : : : PAVEMENT M : . . . . . . . : 2 N p . . . . . . . . . . . . . . . . . . h to . . . . . . __ : . . . . . . . cc 2556 . . . . . . . . . . . . . . . . . . . N . : : : : : : : : 2556 =3 QLONF- . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . h-. . . . . . . . . . O CV :Z C14 . . . . . . = E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . : . . . . . . . . . . . . . . . . QQ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : 12"0 SD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 2554 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2554 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Ep�pp v U WN . . . . . . . . . . . . . . . . . . . ".$ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2552 2552 N N N N . . . . . . . . . . . . . . . . � � O 185.L.F, B•0 SDR` O . . . . . Z Z O pVC . . . . . . . . . p O 2550 S�2 09,' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2550 O ro O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U a�i o W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O a>> S k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2548 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > 2546 Vertical Scale:. .1.�-2� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2546 � J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �y��o�As ao O . . . . . . Lu . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 �\ a i 2544 2 9292 2544 'fy�4 pF 10'�,tl� N Q u_ 1</ J. peg+ L J O W w NOT APPROVED FOR CONSTRUCTION p � T