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CC - Construction Drawings ORIGINAL SURVEY ON FILE AT SAWTOOTH LAND SURVEYING, LLC SS\pN A L ENC Q�okF G\STTE? 'ill 9 4 �'9TT OF \0�� z A A NEWS• W 0 Digitally signed by Matthew S.Derr,PE z Reason:100%Submittal Set o MOVADO SUBDIVISICI Date:2017.01.20 13:52:46-0700' t w w M r, 0 o w 0 On LOCATED IN THE NORTHEAST 1 /4 AND THE NORTH 1 /2 OF THE NORTH 1 /2 OF THE Dr, oC c ° n 3 w F� E C�C 61 -a M - L C N W LD `-, y cc w W Q E W C C C0 ' LD w SOUTHEAST 1 /4 OF SECTION 21 uUS0Z- Y ° U ' w m.Fz'CUW -qc) N z c o c o m.m c 3 cu C W z UJW C7� J 3 � L CD fU 0 TOWNSHIP 3 NORTH RANGE 1 EAST B. M . = z L 0 0 W ADA COUNTY, IDAHO 2017 N a z 0 a c� 0 0 a U a z z 0 K U 0 1 CONTACTS z W U W " r O H PLANNING AND ZONING: SHEET INDEX CITY OF MERIDIAN PLANNING AND DEVELOPMENT SERVICES $ Copyright©2017 z All rights reserved. Reproduction or use in any form o PHONE: 208-884-5533 e C1 .0 GENERAL IMPROVEMENT PLANS COVER SHEET orbyanndDesi wInc.isrnlawfulandsibjec M Breckon Land Design,Inc.is unlawful and subject to 0 J criminal prosecution. x w a w SEWER: C1 . 1 GENERAL IMPROVEMENT PLANS NOTES z CITY OF MERIDIAN PUBLIC WORKS o PHONE: 208-898-5500 INTERSTATE84 C1 .2 GENERAL IMPROVEMENT PLANS EXISTING CONDITION & DEMOLITION PLAN w z WATER: C1 .3 GENERAL IMPROVEMENT PLANS LIGHTING PLAN e a z < cn 0 CITY OF MERIDIAN PUBLIC WORKS C2. 1 GRADING IMPROVEMENT PLANS GRADING PLAN r H PHONE: 208-898-5500 z C3. 1 ROADWAY IMPROVEMENT PLANS PEWTER FALLS DR. U Q POWER: (n w C3.2 ROADWAY IMPROVEMENT PLANS PEWTER FALLS DR. & MOVADO WAY 0 IDAHO POWER W Q PHONE: 208-388-6320 C3.3 ROADWAY IMPROVEMENT PLANS ROLLING HILLS DR. = z OVERLAND ROAD- GAS0 0 e C3.4 ROADWAY IMPROVEMENT PLANS MOVADO AVE. U z 0 G INTERMOUNTAIN GAS COMPANY w C3.5 ROADWAY IMPROVEMENT PLANS DIVIDE PASS ST. z U U PHONE: 208 377 6863 ® _ , U O PHONE: L �� C3.6 ROADWAY IMPROVEMENT PLANS ROADWAY DETAILS z U = CENTURY LINK c CDQ > (n � B .� C4. 1 STORM SEWER IMPROVEMENT PLANS STORM SEWER PLAN PHONE. 208 385-2144 � PROJECT > Q O Er LOCATION C5. 1 SEWER IMPROVEMENT PLANS PEWTER FALLS DR. Ir U LAT: 43°35'03.28'N ^ F CABLE: LONG: 116°20'29.99'VV C5.2 SEWER IMPROVEMENT PLANS PEWTER FALLS DR. & MOVADO WAY m LL CABLEONE � U o PHONE: 208-472-8409 C5.3 SEWER IMPROVEMENT PLANS ROLLING HILLS DR. CD _ — J U 0 HEALTH AUTHORITY: C5.4 SEWER IMPROVEMENT PLANS MOVADO AVE. 0 CENTRAL DISTRICT HEALTH DEPARTMENT Q PHONE: 208-375-5211 VICINITY MAP C5.5 SEWER IMPROVEMENT PLANS DIVIDE PASS ST. 0 cr E o N NOT TO SCALE C6. 1 WATER IMPROVEMENT PLANS WATER PLAN Q U SURVEYOR: ■ > z SAWTOOTH LAND SURVEYING, LLC L3. 1 PRESSURE IRRIGATION PLANS PRESSURE IRRIGATION PLAN O L1J C) PHONE: 208-846-8570 L3.5 PRESSURE IRRIGATION PLANS PRESSURE IRRIGATION DETAILS C� >L C LANDSCAPE ARCHITECT/CIVIL ENGINEER: FINAL PLAT - 1 O -- BRECKON LAND DESIGN (� D C, PHONE: 208-376-5153 -- FINAL PLAT - 2 z U a 75 N of aG'nIT w = GOOF OW O T yWC�00J BENCHMARK & DATUM //�� N �QV' ad'WW 7 �/V�� m>o>aGto NG a�zu Z C > SURVEY WAS CONDUCTED BY SAWTOOTH LAND SURVEYING, LLC. Qi0W '� BENCHMARK, 5/8" IRON PIN WITH RED CONTROL CAP O N- 7034.19, E- 6412.25 REVISIONSNo. Date Description NAVD 88 EL. 2693.75' U HORIZONTAL DATUM BASED ON ADA COUNTY GIS VERTICAL DATUM BASED ON Q PROJECT NO.: STATIC OCCUPATION OF TBM #1 PROCESSED THROUGH OPUS ELEV = 2658.84 �/�E IDIAN - APPROVED FOR IDAHO 16214 (n B � CONSTRUCTION DRAWN BY: z SEE VICINITY MAP FOR BENCHMARK LOCATION. These plans and/or specifications have been reviewed for MSD O CONFIRM WITH SAWTOOTH LAND SURVEYING, LLC PRIOR TO CONSTRUCTION. compliance with Meridian City Standards and Specifications. CHECKED BY: This review does not relieve the owner, engineer, or contractor MSD U 0 of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: CERTIFICATION OF COMPLIANCE Plans Are Accepted For Public laws, rules, regulations, ordinances, development agreements, 1/20/17 O Street Construction specifications, orders or approvals, all of which the City retains O By stamping and signing the Improvement plans me Registered the right to enforce. Inconsistencies not noted by City staff shall o THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN Eng ww enures the District that the plens conform to all DlsMct not be construed as approved unless specifically addressed SHEET NUMBER 0 in SUBSTANTIAL GONFORMANGE WITH THE AGHD POLICY AND STANDARDS IN EFFEGT policies and st�Idafda Valances or waivers mist be spedficaly in writing by the City. Any proposed revision to these plans must end T � AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT AGHD previosly u approved by the Distrbt writing Acceptance of the ASSUMES NO LIABILITY FOR ERRORS OR DEFIGIENGIES IN THE DES16N. ALL improvement plan by the District does not relieve the Registered be submitted for review and compliance with the Meridian City Cleo°? VARIANCES FROM AGHD POLICY SHALL BE APPROVEDgkreer IN WRITING. THE En of mesa responsibliines. Standards and Specifications before said revision is constructed. FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE BY DATE- APPROVED FOR THE PROJECT: NONE ADA COUNTY HIGHWAY DISTRICT Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR (, INN `� -�V� ` C � I � A SVW VO -� I A\IC SU-�V-Y1\G, I I C SS\pNAL ENc Q� \STERE,-z _P UTILITY GENERAL NOTES PROJECT GENERAL NOTES ACHD STANDARD NOTES CITY OF MERIDIAN STANDARD NOTES FOR DEVELOPMENT PROJECTS SUBDIVISION & COMMERCIAL y�4 I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS I. ALL CONSTRUCTION W - WITH MAINS (JAN 2012) J, I-� o WITHIN THE ADA COUNTY HIGHWAY DISTRICT (ACHD) �-l� 0 APPROXIMATE LOGATION5. THE CONTRACTOR SHALL DETERMINE THE AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN PUBLIC WORKS RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO EXACT LOCATION OF ALL EXI5TIN6 UTILITIES PRIOR TO GOMMENGIN6 DEPARTMENT, AND/OR THE ADA COUNTY HIGHWAY D15TRICT. STANDARDS FOR PUBLIC WORKS GONSTRUGTION (ISPWG) AND THE ACHD .,99rF OF \OP�Q� F WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE SUPPLEMENTAL 5PEGIFIGATION5. NO EXCEPTIONS TO DISTRICT POLICY, GENERAL CONSTRUCTION SEWER lTNEW S ��, 0 DAMAGES WHIGH MAY BE OGGA51ONED BY H15 FAILURE TO EXACTLY RESPONSIBLE FOR GOMPLIANGE WITH ALL APPLICABLE SAFETY LAWS OF STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS 5PEGIFIGALLY AND LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE I. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE I. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE o PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE Digitally signed by Matthew S.Derr,PE z 2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIE5/BUILDIN6 FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC Reason:100%Submittal Set z CONNECTION POINTS WITH MEGHANIGAL PLANS AND MECHANICAL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. AGHD WILL INSPECT ALL IMPROVEMENTS WHIGH FALL WITHIN THE AGHD CONSTRUCTION (ISPWG), THE CITY OF MERIDIAN SUPPLEMENTAL STANDARDS AND SPEGIFIGATION5 REFERRED TO IN GENERAL Date:2017.01.2013:53:01 -07'00' GONTRAGTOR PRIOR TO GOMMENGIN6 WORK. 5. ALL MATERIALS FURNISHED ON OR FOR THE PROJEGT MUST MEET THE R16HT-OF-WAY OR EASEMENT INGLUDIN6 BUT NOT LIMITED TO STORM DRAIN SPECIFICATIONS TO THE 15PWG (AND ANY ADDENDUM5), THE REQUIREMENTS CONSTRUCTION NOTE NO. 1. 3. ALL CONTRACTORS GONDUGTING UTILITIES WORK SHALL HAVE IN THEIR MINIMUM REQUIREMENTS OF THE APPROVING A&ENGIE5 OR AS SET FORTH GON5TRUGTION, TRENCH BAGKFILL PROGEDURE5, ROAD WAY GON5TRUCTION OF THE ADA COUNTY HIGHWAY DI5TRIGT (AGHD) AND/OR THE REQUIREMENTS o M M POSSESSION AT ALL TIMES, A COPY OF ALL RELEVANT SPECIFICATIONS. HEREIN, WHICHEVER 15 MORE RESTRICTIVE. AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' OF THE IDAHO TRANSPORTATION DEPARTMENT (ITO). THE MORE STRINGENT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND o id a', 0 4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY PLAN 4. THE LOCATION OF EXI5TIN6 UNDERGROUND UTILITIES ARE 5HOWN IN EXTENDED BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT OF ANY OF THESE STANDARDS SHALL BE THE GONTROLLIN6 STANDARDS NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND C3 Z C jo 015GREPANGIE5 PRIOR TO CONSTRUCTION. ANY PLAN GHAN&E5 MUST BE APPROXIMATE LOGATION5. THE CONTRACTOR SHALL DETERMINE THE THROUGH AGHD GON5TRUGTION 5ERVIGE5 DIVISION. THE GONTRAGTOR WILL OR SPECIFICATIONS. IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS iv � � 0 fD o ro APPROVED BY THE ENGINEER OF RECORD. EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO GOMMENGIN6 SCHEDULE AND INSPECTION, REQUESTED THROUGH AGHD INSPEGTION NEGE55ARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN M�.E � � a u n = Co Z 5. GALL DIGLINE PRIOR TO EXCAVATION: 205-342-1585. WORK AND A6REE5 TO BE FULLY RE5PON51BLE FOR ANY AND ALL SERVICES, 208-387-6284, A MINIMUM OF 24 HR5. PRIOR TO CONSTRUCTION 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST GITY OF MERIDIAN TO GROSS WITH LESS THAN EIGHTEEN (15) INGHE5 OF VERTICAL � -`� E T S' _coo M - -a w 6. CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD THE FOLLOWING DAMAGES WHIGH MAY BE OGGA51ONED BY HI5 FAILURE TO EXACTLY 5TARTIN6. STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING SEPARATION, THE 6RO551N6 SHALL BE GONSTRUGTED IN AGGORDANGE WITH .E a� � � � N L a AS BUILT INFORMATION FOR RECORD DRAWING PURPOSES: LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. _ .� ° -° a)r0 0 GONSTRUGTION (AVAILABLE ON THE WEB5ITE). FAILURE TO HAVE A GURRENT 5EGTION 542.0-f OF THE IDAHO RULES FOR PUBLIC DRINKING WATER � U o - E , N o 0 w m._ L m s0 Z A. HORIZONTAL LOCATIONS OF SANITARY SEWER MANHOLES AND 5. CONTRACTOR SHALL INFORM BREGKON LAND DESIGN OF ANY UTILITY SIZE 3. TRAFFIC PLANS AND SAWGUTS ASSOCIATED WITH THE CONSTRUCTION OF COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER _> = o .Q= 3 n c z GLEANOUT5. OR LOCATION DISCREPANCIES PRIOR TO GON5TRUGTION. ANY UTILITY WILL BE COORDINATED AND APPROVED THROUGH FOR A STOP WORK ORDER UNTIL THE SITUATION 15 RESOLVED. RULES (IDAPA 58.01.16). v lu`, ,= CO 3 B. RIM AND INVERT ELEVATIONS OF SANITARY SEWER MANHOLES AND 6. ALL GONTRAGTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE ' ' ' ' ' ' 3" a CoL0 W CONSTRUCTION SERVICES OF AGHD, 208-387-6284, PRIOR TO INITIATING LL GLEANOUT5. REQUIRED TO 5E6URE A RIGHT-OF-WAY GON5TRUGTION PERMIT FROM THE ANY GON5TRUGTION. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE • - ■ • - G. TYPES AND LENGTHS OF PIPES GOVERNING AGENGY A MINIMUM OF 48 HOURS PRIOR TO ANY GONSTRUGTION" BY CITY OF MERIDIAN PUBLIC, WORKS DEPARTMENT ON SITE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 51X CD D. HORIZONTAL LOCATIONS OF FIRE HYDRANTS, DOMESTIC WATER GON5TRUGTION. 4. AGHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN AT ALL TIMES. (6) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE WATER MAIN AND W L VALVES AND DOMESTIC WATER METERS 7. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, NON-POTABLE WATER MAIN TO GRO55 WITH LESS THAN EIGHTEEN (18) INCHES J = 7. POTABLE WATER LINE AND NON POTABLE WATER LINE GRO55INC75 BY THE CITY ENGINEER OR H15 AUTHORIZED REPRESENTATIVE SHALL BE SIDEWALK GRO55 SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO 4. ALL GONTRAGTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL REQUIRE 18" OF VERTICAL SEPARATION DISTANCE FROM OUTSIDE WALL OF USED BY THE PROJECT GONTRAGTOR(5). USE OF ANY PLANS ON THE JOB OF VERTICAL SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN �' TOLERANCES ALLOWED. ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC , W PIPES. CONTRACTOR MAY NEED TO INSTALL POTABLE WATER LINE WITHOUT THE "APPROVED FOR GONSTRUGTION" STAMP SHALL BE GROUNDS DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE GREATER THAN THE TYPICAL 4 FEET DEPTH TO MEET SEPARATION FOR THE I55UANGE OF A STOP WORK ORDER. 5. TRUNCATED DOMES SHALL BE GON5TRUGTED ON ALL PEDESTRIAN RAMPS 5. GONTRAGTORS SHALL NOTIFY THE APPROPRIATE AGENGY WHEN MATERIALS WASTEWATER RULES (IDAPA 58.01.16). REQUIREMENTS. HOWEVER, THE CONTRACTOR SHALL NOT INSTALL 8. SUBSURFACE 5TORMWATER DISPOSAL FACILITIES (INGLUDIN6 INFILTRATION WITHIN AGHD RIGHT-OF-WAY. DOMES SHALL BE GONSTRUCTED PER ISPWG ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY z POTABLE WATER LINE WITH GREATER THAN 60" COVER FROM TOP OF BEDS AND DRYWELL5) SHALL BE LOCATED AT LEAST 25 FEET FROM SO--112. DOMES SHALL BE GAST INTO THE GONGRETE (STAMPED GONGRETE BE61N ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 4. PLACE 5EWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER GLASS o PIPE TO FINISHED GRADE. WATER MAINS. ANY GHANGE FROM THE PLANS SHALL BE APPROVED BY AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC, PIPE WHEREVER THE SERVICE LINE GROSSES A STORMWATER TREATMENT g 8. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE DE516NER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPT. YELLOW. 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SHALES). THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER cf. CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY MINIMUM REQUIREMENTS OF THE APPROVING A6ENGIE5. AT THE REQUEST OF RE5OURGE5 (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A EXCAVATION. 1-800-342-1555 6. ALL UTILITY IMPROVEMENTS ARE TO BE GON5TRUGTED TO AGGOMMODATE THE APPROVING AGENGY OR THE DESIGN ENGINEER, CONTRACTORS SHALL LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB 10. ALL GON5TRUGTION IN THE R16HT-OF-WAY SHALL CONFORM TO THE THE COLLAR REQUIREMENT PER ISPWG 5D-616 AND BE IN AG60RDANGE FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THI5 PROJECT MEET 5. WHEN COVER OVER A SEWER PIPE 15 LESS THAN THREE (3) FEET FROM TOP z K WHITNEY AT IDWR WESTERN REGION (334-21G0). LATEST EDITION OF THE 15PHG AND THE AGHD SUPPLEMENTAL WITH SECTION 703 OF THE ISPWG. THE SPEGIFIGATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "GLASS o cl. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED SPECIFICATIONS. NO EXCEPTIONS TO D15TRIGT POLICY, STANDARDS, AND NOTE NO. 1. 200 WATER PRESSURE PIPE", ASTM D 2241, SOR 21, INGLUDIN6 SERVIGE Id AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE THE ISPWG WILL BE ALLOWED UNLE55 5PEGIFIGALLY AND PREVIOUSLY 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND LINES AND FITTINGS. I w CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO APPROVED IN WRITING BY THE DISTRICT. PLACED 50 AS NOT TO GONFLIGT WITH ANY CONCRETE CURB, GUTTERS, 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENGY MUST BE ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES 11. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY BUILDING SIDEWALK OR OTHER STREET IMPROVEMENTS. APPROVED PRIOR TO (A) BAGKFILLIN6 TRENCHES FOR PIPE; (B) PLAGIN6 6. THE GONTRAGTOR SHALL GONOUGT AN AIR PRESSURE TEST AND TELEVISION I AS REQUIRED. GONNEGTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL OF A66RE6ATE BASE; (G) PLAGIN6 OF GONGRETE; (D) PLAGIN6 OF INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE 110 10. EXISTING SEPTIC 5Y5TEM5 ASSOCIATED WITH ANY ABANDONED BUILDIN65 GONTRAGTOR PRIOR TO GOMMENGIN6 WORK. 8. UTILITY STREET GUTS IN PAVEMENT LE55 THAN FIVE YEARS OLD ARE NOT ASPHALT PAVING. CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO W ON THE SITE SHALL BE ABANDONED AGGORDIN6 TO THE REQUIREMENTS 12. ALL PRIVATE UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THESE ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE FINAL AGGEPTANGE OF THE SEWER. w z OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL PLANS, THE LATEST EDITION OF THE IDAHO 5PEGIFIGATION5 FOR PUBLIC DISTRICT'S UTILITY COORDINATOR AT 208-387-6258 (WITH FILE NUMBERS) 8. INSPECTION, APPROVAL AND FINAL AGGEPTANGE OF ALL WATER AND 7. ALL GGTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING Copyright ri h GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF WORK5 GON5TRUGTION AND THE PROJECT 5PEGIFIGATION5. IF FOR DETAILS. SEWER GON5TRUGTION SHALL BE BY THE PUBLIC, WORKS DEPARTMENT, AND t©2017 Z THE SEPTIC, TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND DI5GREPANGIE5 OCCUR THE MORE STRINGENT REQUIREMENT SHALL BE THEIR DEG1510N SHALL BE FINAL. 5UGH IN5PEGTION5 SHALL NOT RELIEVE FIRM. All rightsed. Reproduction written oenpermssionof W or by any means without written permission of W OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL ADHERED TO. C1. CONSTRUCT ALL PAVEMENT MATCHES (INGLUDIN6 DRIVEWAY APPROACHES THE GONTRAGTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN Breckon Land Design,Inc.is unlawful and subject to 0 BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC 13. PIPE TRENCH SHALL CONFORM TO THE LATEST 15PWG DIVISION 300 AND AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEG/QLPE APPROVED PRE55URIZED IRRIGATION criminal prosecution. w J TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL 5D-501. BEDDING AND BAGKFILL SHALL BE GON5TRUGTEO PER SECTIONS AND UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY TO MATCH VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE 305 AND 306 OF THE ISPWG. THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: CONSTRUCTION PLANS. 1. INSTALL ALL GRO551N65 OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR 14. ANY SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE 2.5-INGHE5 OF ASPHALT, 4-INGHE5 OF 3/a-INCH MINUS CRUSHED AGGRE6ATt=, ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM AND 14-INGHE5 OF 6-INGH MINUS PIT RUN. USE WHICHEVER PAVEMENT q. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST DEPTH OF TWO-AND ONE-HALF (2-I/2) FEET AND IN AN AWWA G-900 PIPE o AS DIRECTED BY THE 6EOTEGHNIGAL ENGINEER AFTER FIELD SITE REPLACED IN A MANNER MEETING ISPWG SECTION 2020 AND THE SECTION I5 GREATER. HAVE THE APPLICABLE AGENGY APPROVAL IN WRITING PRIOR TO INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE GONTRAGTOR'S EXPENSE. CONSTRUCTION. SLEEVE WITH LOCATOR WIRE. THE PUBLIC, WORKS DEPARTMENT AND AGHD w DISPOSED OF OFF SITE OR MIXED WITH THE WETLAND 5TRIPPINC75 IF SHALL INSPECT ALL GRO55INC75 PRIOR TO BAGKFILLIN6. AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL o THE CONTRACTOR SHALL BAGKFILL THE DRAINFIELD AREA WITH GRADING GENERAL NOTES PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND STRUCTURAL FILL. FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY GUTS OF ROADWAY NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND THE AGHD POLICY MANUAL. IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS I. ALL EARTHWORK INGLUDIN6 CLEARING, GRUBBING, EXCAVATION, I. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE ^ o EMBANKMENT, FILL, DEWATERING, AND EROSION CONTROL SHALL I). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL NE6E55ARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN `J J N DEMOLITION GENERAL NOTES TO THE GENTERL I NE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY REQU I RED TO 5EGURE A RIGHT-OF-WAY GONSTRUGTI ON PERMIT FROM AGHD N MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWG AS WELL AS OR ITO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY GONSTRUGTION. TO GROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL T o EQUIPMENT DURING TRENCHING OPERATIONS. H THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTEGHNIGAL SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERING REPORT. 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER � 0 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLAGE THE ENTIRE 2. AGHD OR ITO WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY w AND/OR REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT, THE 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES ROADWAY SURFACE. TO INGLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER < I LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS WITH THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT RULES (IDAPA 58.01.16). r n DRAINAGE IMPROVEMENTS ARE IN PLAGE AND FUNGTIONIN6. 3). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE 3. MERIDIAN PUBLIC WORK5 WILL INSPEGT STORM DRAINAGE IMPROVEMENTS CD 0 CONSTRUCTION (ISPWG), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE w 5. IF REQUIRED, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR OBTAINING A 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVIGE5 AND POTABLE 0 QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. OF ENVIRONMENTAL QUALITY (DEQ). CONTACT GRAIL 5HEPHARO AT THE 4). FLOHABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE PUBLIC RIGHT-OF-WAY. w NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY AGHD INSPECTOR, (6) FEET. WHERE IT IS NEGE55ARY FOR A POTABLE WATER MAIN AND z 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE SOUTHWEST REGIONAL DEG OFFICE (373-0557). THE CONTRACTOR SHALL NON-POTABLE WATER MAIN TO GRO55 WITH LE55 THAN EIGHTEEN (18) INCHES 0 DOES NOT MEET COMPACTION STANDARDS OR TIME 15 A CRITICAL FACTOR. WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, SUBMIT TO DEG A DEWATERING PLAN WHIGH OUTLINES THE LOCATION OF WATER OF VERTICAL SEPARATION, THE GROSSING SHALL BE GON5TRUGTEO IN w 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING o CHAPTER 22, TITLE 55 RE6ARDIN6 UNDERGROUND FACILITIES DAMAGE PROPOSED BMPS AND THE SEQUENGIN6 OF THE DEWATERIN6 ACTIVITIES. AGGOROANGE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 7 PREVENTION. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL BE BY DISTRICT STAFF BEFORE GONSTRUGTION BEGINS. I. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE L w UTILITY COMPANIES OR DIGLINE (1-800-542-1585) FOR EXAGT LOCATION A FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS WASTEWATER RULES (IDAPA 55.01.16). I ' ' 1 G MINIMUM OF 48 HOURS PRIOR TO DIGGING. 4. PRIOR TO PLAGEMENT OF FILL MATERIAL, THE GONTRAGTOR SHALL 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS z 0 W CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO 3. UTILITIES ON THI5 PLAN ARE BASED UPON RECORD DRAWINGS AND PREPARE THE SUBGRADE A5 RECOMMENDED IN THE 6EOTEGHNIGAL BACKFILLED WITH STRUCTURAL FILL PER I5PHO 5PEGIFIGATION5. PROVIDE (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE HORO5 DANGER A5-BUILT SURVEY. KM ENGINEERING MAKES NO GUARANTEE THAT THE REPORT. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS O W% 2 UNDERGROUND UTILITIES SHOWN GOMPRI5E ALL UTILITIES IN THE AREA, DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE ENGINEERED FILL PER ISPWG SPECIFICATIONS AND A COPY OF THE NON-POTABLE WATER MAINS (SANITARY 5EWER, STORM DRAIN, AND LENGTH. PLACE THE TAPE BETWEEN 51X (6) INCHES BELOW THE SURFACE CD < >EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT 51TE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL COMPACTION TESTS. IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT 15 AND EIGHTEEN (15) INGHE5 ABOVE THE TOP OF THE PIPE. Z W co W WARRANT THAT THE UNDERGROUND UTILITIES 5HOWN ARE IN THE EXAGT TO ENSURE STABILITY OF SUBGRADE. A REPRESENTATIVE OF THE LOCATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE 6EOTEGHNIGAL CONSULTANT SHALL REMAIN ON SITE TO ENSURE PROPER 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINC75 GONTAGT AGHD NEGE55ARY FOR A POTABLE WATER MAIN AND NON POTABLE WATER MAIN UNDERGROUND UTILITIES. THE GONTRAGTOR SHALL TAKE EVERY INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING TO GROSS WITH LE55 THAN EIGHTEEN (15) INCHES OF VERTICAL 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TA65 PLACEMENT AND COMPACTION IN STRUCTURAL FILL. / Q O PRECAUTION TO PRESERVE AND PROTECT EXISTING FACILITIES NOT 5. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL PAVEMENT MARKINGS. SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. A 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORPS OF ENGINEERS. SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING WATER O ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TA65 GARRYING Q BONDED WITH AGHD AND OBTAIN A NO-GHAR&E RIGHT-OF-WAY PERMIT. RULES (IDAPA 58.01.16). THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE Ir 0 7 F 4. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. OF THE 404 PERMIT. VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET � L NATIVE, UNDISTURBED GRANULAR SOILS.OVAL OF EX15TINC-7 GON5TRUGTION SUITABLE NBRIS MUST AVE SOILNTINUE S INGLUDE 6. STRIP AND STOCKPILE TOPSOIL AS RECOMMENDED IN THE 5TRIP IN& AGGREGATE AND ASPHALT UJ :�E REPORT AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND 6W, GP, 6M, 5W, 5P, 5M IN AGGOROANGE WITH THE UNIFIED 501L GOULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 51X TRAVELWAY5. GLA551FIGATION SYSTEM (U5G5). GONTRAGTOR SHALL COMPLY WITH ALL SOIL COMPOSITION INGLUDIN6 SOIL TYPE, MOISTURE CONTENT AND (6) FEET. WHERE IT 15 NEGE55ARY FOR A POTABLE WATER MAIN AND :E RECOMMENDED CONSTRUCTION CONSIDERATIONS, AS CONTAINED IN THE STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. GENERAL NOTES NON-POTABLE WATER MAIN TO GRO55 WITH LE55 THAN EIGHTEEN (18) INCHES 7. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY CONNECTION CD PROJECT 6EOTEGHNIGAL ENGINEERING REPORT. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNIGAL OF VERTICAL SEPARATION, THE GROSSING SHALL BE GONSTRUGTED IN BETWEEN THE POTABLE WATER SYSTEM AND THE PRE55URE IRRIGATION � GON5ULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE I. CONTRACTOR SHALL USE UNGRU5HED AGGREGATES MEETING I5PHG AGGORDANGE WITH 5E6TION 542.07 OF THE IDAHO RULES FOR PUBLIC SYSTEM. THE DEVIGE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF J 5. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT. 5EGTION 801. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER O _� BE INSPECTED BY THE PROJECT 6EOTEGHNIGAL ENGINEER TO VERIFY 7. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE 2. GONTRA ,TOR SHALL USE CRUSHED AGGREGATES MEETING ISPWG SECTION WASTEWATER RULES (IDAPA 58.01.16). DEPARTMENT. SUITABILITY OF SUBGRADE FOR PLACEMENT OF 5TRUGTURAL FILL. THE 6EOTEGHNIGAL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE 802. 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPEGT ALL PRESSURIZED Q m �_ EXPOSED 5UB6RADE MUST BE IN A GOMPAGT, FIRM AND STABLE COMPACTED TO G5% MODIFIED PROCTOR PER THE REQUIREMENTS OF 3. GONTRAGTOR SHALL USE PLANT MIX AGGREGATES MEETING ISPWG 4. PLACE WATER 5ERVIGE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION rr o CONDITION PRIOR TO FILL PLACEMENT. THI5 WILL BE CONFIRMED BY A5TM D 1557. TESTING FREQUENCY SHALL ALLOW FOR A MINIMUM OF ONE SECTION 803. THE 5ERV16E LINE 6RO55E5 A STORM WATER TREATMENT FACILITY (I.E. AND MAINTENANCE 15 IN EFFECT WITH THE APPLICABLE IRRIGATION 4. CONTRACTOR SHALL USE ASPHALT PAVEMENT PROGEDURE5 MEETING SEEPAGE BEDS DRAINAGE SHALES) THE PIPE MATERIAL USED FOR w E o PROOF-ROLLING THE SUBGRADE IN A MANNER ACCEPTABLE TO THE COMPACTION TEST PER LIFT PER LOT. THE COMPACTION TESTS ON THE , . D15TRIGT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 6 TE5TIN6 AND INSPECTION CONSULTANT. FINAL LIFT FOR EACH LOT SHALL BE SUPPLIED TO THE PROJECT ENGINEER ISPWG 5EGTION 805. 5LEEVIN6 MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM \ a 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL AT THE COMPLETION OF THE PROJECT. 5. GONTRAGTOR SHALL USE PLANT MIX PAVEMENT MEETING ISPWG 5EGTION PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF J 0 DEMOLISHED MATERIALS AT AN APPROVED OFF-51TE LOCATION. THE 8. THE SUBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, 810. ENVIRONMENTAL QUALITY (IDEA). O C GONTRAGTOR SHALL A55UME RESPONSIBILITY FOR THESE MATERIALS COMPACTED, INSPECTED AND PROOF ROLLED WITH A HEAVY � AFTER REMOVAL FROM THE SITE. RUBBER-TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO STREET LIGHTING GENERAL NOTES 5. THE GONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS PLACEMENT OF FILL. FILL WITHIN THE ROADWAY AREAS SHALL BE WATER SERVICE TO ALL EXISTING WATER U5ER5 AFFECTED BY :�i (3 L_ 7. GONTRAGTOR 15 RESPONSIBLE FOR 5EGURING AND PAYING FOR ALL COMPACTED TO NOT LE55 THAN c 5% OF THE MAXIMUM DRY DENSITY OF CONSTRUCTION. lL PERMITS REQUIRED BY ANY POLITICAL 5UB0IVI51ON OR AGENGY. THE 501L AS INDICATED BY ASTM D6g8 IN FLEXIBLE PAVEMENT AREAS. c C1. STRUCTURAL FILL 15 DEFINED BY THE GEOTEGHNIGAL CONSULTANT. SEE I. GONTRAGTOR SHALL SUBMIT SHOP DRAWINGS AND GUT SHEETS MEETING 6 ALL WATER WORKS COMPONENTS SHALL BE AN51/N5F 61 CERTIFIED AND 0 8. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS 6EOTEGHNIGAL REPORT FOR ADDITIONAL INFORMATION. ISPWG .SECTION 1102 PART 1.4. MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES L_ NEGE55ARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE 2. CONTRACTOR SHALL FURNISH MATERIALS MEETING I5PWG SECTION 1102 D ) OPERATIONS. WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHICH ARE PART 2. FOR PUBLIC, DRINKING WATER SYSTEMS (IDAPA 58.01.08). _ G. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT TO BE REMOVED. 3. CONTRACTOR SHALL COMPLETE WORK MEETING ISPWG SECTION 1102 PART z 0 ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, 11. TOP501L AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN 3• 7; OR ENTERING THE PUBLIC RIGHTS-OF-WAY. CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. TRAFFIC CONTROL GENERAL NOTES >, 12. NO GRADING WORK SHALL OGGUR UNTIL THE OWNER HAS FILED A NOTICE 3: n 10. CONTRACTOR SHALL REMOVE OR&ANIG OR DISTURBED SOILS WITHIN OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. Ch 0 W oe W Q -0 GLEARIN6 LIMITS SHOWN ON THE GON5TRUGTION PLANS TO DEPTHS AS 13. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE • S a m o x w 1. GONTRAGTOR SHALL USE TRAFFIC CONTROL METHODS DURING = co o- cr RECOMMENDED PER THE GEOTEGHNIGAL REPORT, AND WASTED OR MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH o o lu a 0 Z M `o CONSTRUCTION THAT MEET ISPWG SECTION 1103 IF NEEDED. >+ w w c�o 0- STOGKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NEGE55ARY HEREIN, WHICHEVER 15 MORE RESTRICTIVE. CONTRACTORS MUST FURNISH e m m a o o- Q 2. CONTRACTOR SHALL INSTALL PERMANENT PAVEMENT MARKINGS MEETING z w oe U.Z a:� TO OBTAIN SUITABLE SUBGRADE MATERIALS AS DETERMINED BY THE PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE ISPWG SECTION 1104. o f a z r,l Y 0 5 0 � 6EOTEGH CONSULTANT. REQUIREMENTS AT THE REQUEST OF THE AGENGY AND/OR THE ENGINEER. - m>c 9 a c m 3. CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC SIGNS MEETING I5PWG ICMZE I I. CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL SECTION 1105. J Z c x o U 7 C o AND VE6ETATI ON WHERE 5TRUGTURAL FILL 15 TO BE PLACED. CONCRETE GENERAL NOTES a- W O z CONTRACTOR SHALL STOCKPILE MATERIAL IN DE516NATED ON-51TE SPOIL v � PILE LOCATION FOR LANDSCAPING. MATERIAL IN EXGE55 OF THE I. CONCRETE MATERIALS SHALL MEET ISPWG SECTION 703 PART 2.1. � LAN05GAPIN6 NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE REVISIONS � 2. AD MIXTURE SHALL MEET ISPWG SECTION 703 PART 2.2. LOCATION. 5. GONGRETE MIX SHALL MEET I5PHG SECTION 705 PART 2.4. No. Date Description d) 12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING 4. WORKMANSHIP SHALL MEET I5PWG SECTION 703 PART 3.1. U a) GONDITION5 OF THE SITE PRIOR TO GON5TRUGTION. 5. GONTRAGTOR SHALL FOLLOW WEATHER AND TEMPERATURE LIMITATIONS GEOTEXTILE GENERAL NOTES A5 SPECIFIED IN 15PWG SECTION 703 PART 3.2. 6. CONCRETE PLACEMENT SHALL MEET ISPWG SECTION 703 PARTS 3.3, 3.4 AND 3.5. Ir _Q 1. IF REQUIRED, CONTRACTOR SHALL USE APPLICABLE CONSTRUCTION 7 TEMPERATURE REACHNTRACTOR SHALL ES 3�FTOR LOWER. FURINUE NN15H CONCRETE S HHEN NTHAT HIIRLL VIE 'IDIAN�-- APPROVED FOR PROJECT NO.: IDAHA 16214 (n B GEOTEXTILES AS SPECIFIED IN ISPWG SECTION 2050. HAVE A TEMPERATURE OF AT LEAST 50°F AND NOT MORE THAN 85°F AT CONSTRUCTION DRAWN BY: z 0 THE TIME OF PLAGIN6. 2 8. 2.4 AND CEMENT CONCRETE SHALL MEET ISPWG SECTION 706 PARTS CAUTION NOTICE These plans and/or specifications have been reviewed for MSD O 0 2.4 AND 3. compliance with Meridian City Standards and Specifications. CHECKED BY: q. FOR PRECAST APPLICATIONS, CONTRACTOR SHALL PROVIDE SUBMITTAL This review does not relieve the owner, engineer, or contractor ( , TO THE ENGINEER OF RECORD SHOWING COMPLIANCE WITH ISPWG SECTION THE CONTRACTOR IS 5PEGIFIGALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON of the responsibility onsibilit to desi nand/or construct those facilities MSD v 704 PARTS I, 2, AND 3. THESE PLANS 15 BASED ON RE60RD5 OF THE VARIOUS UTILITY GOMPANIE5 AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN p y g DATE: in compliance with all current applicable federal, state and local J THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE Plans Are Accepted For Public laws, rules, regulations, ordinances, development agreements, 1/20/17 O� LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF� Street Cttiecifications, orders or approvals, all of which the City retains THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ree Construction specifications,UTILITIES WHIGH pp , y C) Q0 GONFLIGT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL EXISTING GONOITION5 AND STRUCTURES, NOT By sta,rping and elming the impraarn0rd plans, the Registered the right to enforce. Inconsistencies not noted by City staff shall 0 SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT Engineer ensures the Dial that the plans conform to ar District not be construed as approved unless specifically addressed SHEET NUMBER O � ARE DAMAGED DURING THE COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL aa�and standards. varlencas or wetirers east be y and in writing by the City. Any proposed revision to these plans must T Aft i Y aplxo�d by t DiM � red C1.1 U COST TO THE OWNER. THE CONTRACTOR SHALL BE REQUIRED AND RESPONSIBLE TO POTHOLE FOR ALL EXISTING UTILITIES rrprovarnent plans by the District does not reNeve the Regletered be submitted for review and compliance with the Meridian City U TO VERIFY EXISTING CONDITIONS PRIOR TO GOMMENGEMENT OF DEMOLITION AND EXCAVATION ACTIVITIES. Engineer of these reaporneibliitiea Standards and Specifications before said revision is constructed. 0 c- BY DATE ADA COUNTY HIGHWAY DISTRICT Name Date CD 1 12 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 OR GII\VI A SVW GO B A C >U-�V-Y1\G, C ` PROPOSED PHA SE 2g DEMOLITION LEGEND %ST ERFo OFF v v vv ,v, / y vQ� \ ♦ 6 \ :A� ••. ( EXISTING PLANTS TO BE 11 P94 A ♦♦ ♦ ��oREMOVED FUTURE PHASE b LU 1 6 \ \\\ \\\ �V V A ♦♦ l,I BLOCK 2 - \ \\\\ V A \ ♦♦ A/� 0 ( \ CONSTRUCTION LIMITS EW S ` ILL signed by Matthew S.Derr,PE z 7TI— \ \ Reason:100%Submittal Set o �\ � Date:2017.01.20 13:53:18-1 W F / \ \ 6 _ I \ \ �\ 2 \�Q / DEMOLITION CALLOUT o � o \ \_\ c U L > 8 18 10 2 \\\\ _ — — —E- =— \ \ \ ,/� / j / \ I C7 I L c a 3 o w U _ N , m O - \ / ; LEGEND _ _� M _ Q 2"O E � =c I., C L Z Lu L rfl O7 f6 N (0 W 1 _ ZZ (13 � U _ 9 17 — I \ \ ♦♦ TOEG_ — `\ SAVE AND PROTECT EXISTING ASPHALT. cc M" a m s o N z PROPOSED PHASE 1A o �� ♦ IVE MI sT�� ,�FG Gam\ \ / �� .% I w I I J w J 3 ° L `� ll f �o SAVE AND PROTECT EXISTING PRESSURE _ _ llll o� . . . . . . 3LLa 1CD ° /�� _` \ 0°i O IRRIGATION MAINLINE AND VALVING. o \ / . . _ ftft 10 16 — _EGA �\ / / :� — `—�� \ [ w I w \ \� REMOVE AND RELOCATE EXISTING ROAD I� ♦`� _ _ - - .� �� j ` ` FUTURE URE PHASE O BARRIER Lu REMOVE EXISTING BLOW-OFF FOR w —EG— — — — _ O CONNECTION TO NEW WATER MAIN. 20 11 15 — II26 �etvE \��\\\ I I , / I SAVE AND PROTECT EXISTING SEWER MAIN / \ ♦ � \�/ 6 \\ \ \ / ` � � �• \ � \ — — —EG— — — � _EGA \ � � / � 5 \ \ \\ f AND MANHOLE. s ZONE X SAVE AND PROTECT EXISTING CANAL. o 12 14 \\�G SAVE AND PROTECT EXISTING DRAINAGE \ \ \ \\ .• j / \ i _— —_ \ ,� / O STRUCTURE. o SAVE AND PROTECT EXISTING CONCRETE z K _ 13 �EG� —//� ��F � \ \ r O SIDEWALK AND GUTTERS. 1 w ADJACENT CONCURRENT CONSTRUCTION \\\\ \ 9 PHASE. SEE PHASE 2B PLANS BY OTHERS FOR 10 \\\ G/ `•�i / _ c"— r �'��'uctwNUMtTs '=—� \\ F \ �!\\ ADDITIONAL INFORMATION. r 8 \ Lu ADJACENT CONCURRENT CONSTRUCTION Copyright©2017 Z PHASE. SEE PHASE IB PLANS FOR ADDITIONAL z N E AE \ \ \\ \\\ �`G' \ INFORMATION. All rights reserved. Reproduction or use in any form o or by any means without written permission of 20 ADJACENT O Breckon Land Design,Inc.is unlawful and subject to 0 PHASE. SEE SP NE ROAAD PLANS BY OTHERS w CONSTRUCTION criminal prosecution. FOR ADDITIONAL INFORMATION. 23 24 25 26 \ 3 ♦ �i O ZNE X \\ \ G 4 3 ` \� 12 REMOVE EXISTING SILO. z o DEMOLITION NOTELu I. COORDINATE ALL DEMOLITION, GRADING, AND z EARTHWORK OPERATIONS WITH CIVIL, Q0 CD SHEETS. v MECHANICAL, HEE SNIGAL, AND ELECTRICAL ENGINEERING T10 Lu 2. CONTRACTOR SHALL REFER TO O AND DETAILS FOR ADDITIONAL REQUIREMENTS. _ J / — _ �� I ♦♦♦\ ��\ 3. LIMITS OF WORK ARE IDENTIFIED ON PLANS. W o ^\ ♦ �\ 4. IN THE EVENT OF A DISCREPANCY NOTIFY THE CD J w10 o I / ' _ \ LANDSCAPE ARCHITECT IMMEDIATELY. o / 2664 J N 2664 — w \\ o z � � W a w G FUTURE PHASE I z W UJ .. gyp zw • , c� Q > 110116 p O � CE 0- O F I � 2665— LU CD Q - - � I O z Q O o or 1 o I I FUTURE PHASE U E a Q w 2666 > z O w z 0 C� 0 to Cl) Cn U U I� z z_ D 01 Z I° U U UJ 6 Q0'�W NvZiQ ZV� Q= ZH O czryWLLW�J\ aOW N � Doe WHIE o (OZ HWWQo( J � 7W N W N I REVISIONS No. Date Description 266� U I I � I oC C�E IDIAN -- APPROVED FOR PROJECT NO.: "r I IDAHA 16214 CD B co CONSTRUCTION DRAWN BY:LEE z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —O CONSTRUCTION LIMITS I� .l These plans and/or specifications have been reviewed for MSD O ■�■!� compliance with Meridian City Standards and Specifications. CHECKED BY: CONSTRUCTION LIMITS This review does not relieve the owner, engineer, or contractor ( 1 FUTURE PHASE MSD v of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J laws, rules, regulations, ordinances, development agreements, 1/20/17 specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall EXISTING CONDITION & DEMOLITION PLAN not be construed as approved unless specifically addressed SHEET NUMBER in writing by the City. Any proposed revision to these plans must T A N 50 0 50 100 150 be submitted for review and compliance with the Meridian City C102 0 Standards and Specifications before said revision is constructed. SCALE: I"= 50'-0" Name Date 1 2 3 4 5 6 7 13 9 10 11 12 13 14 15 16 OR GII\VI `� -�V� C A SVW VO A A C SU-�V-Y1\G, C �♦ ��h� � ' I �C. ANAL LIGHTING LEGEND �o� ��,SrLu ERFotiFF \ \ ��/" /•/•" U �� \�O ♦♦♦ / _: //" / /l'� (D I — — — — RIGHT-OF-WAY LINE �PI9TF 0 w 't! OF Q` BLOCK 2 \ \ \ \\\ ♦♦♦ �� / � ( ( x x EXISTING FENGE 9ll/yEW S S. O�� Z �� \ \ \` ♦♦` // I i w EX-SS EXISTING SANITARY SEWER MAIN Digitally signed by Matthew S.Derr,PE G Reason:100%Submittal Set z°30 W6" 6" DOME5TIG WATER MAIN Date:2017.01.2013:53:31-07'00'T \ \ 7 19 W1.5" 1.5" DOMESTIG WATER 5ERVIGE � � F O-t // �// / w 4"SS 4" SANITARY SEWER SERVIGE - o IB Z ° EG— _� 1 �}�,R ///' / �` I 8"SS 5" SANITARY SEWER MAIN �" 8 18 AEG_ E\ \ T �� / • I c'� b3 10 a°° fD o co 81 _ G /� w I SS SANITARY SEWER MANHOLE .E _ g u� N = Z E G _ G / / . p I L E a, a m co rl m w TO E E\ `m Q ° E m c E co C7 w 1 ♦ �� I ® DOMESTIG WATER VALVE a) a = Y L a ♦ T 81 EGA �� Ol //' / •: � m o ° a �ooN oU o 9 17 ♦ T E B TOE \ �F 81 :/�� / �� (I I Qw DOMESTIC WATER METER 3 Cu 0 z ♦ O /// w L x o ♦♦� _�� Fit, Nj��E CR 8� FG� ` G��\ 301 `' �� : i I QB DOMESTIC WATER BLOWOFF : :: :: : 3 i a CoCO c� _ /// m w T N TOE EEK Tp �F�G el /� / ��: ~I 0 0 PROPOSED TYPE i STREET LIGHT b.- 10 16 21 TB c\ �� : % \ ��. "' ("A5T ARM) � � / �-�j.•• � � I PROPOSED TYPE 11 STREET LIGHT 301 `` Ail' 28 \ :: \ \\ — — — —EG 1 — — — — o w I �- PROPOSED SIGN , 11 15 J ) ZONE AE FC \ �� \ Lu ' 1 1 22 — - -EG- - - � —EG� / C� g \ •... �� / \ �� .� \ \ \\ � \ \ mil_\O�� / �Lu `�23 ♦ � /// 12 24 14 DNEx z �( BLOCK 2, \ / G-- 03� °— 13 25 —E — � \mac / I ZONE o \ / z Lu ®® � \ � �••� I AEG' � \ \ w —EG— o Lu o F Lu Oe / f _ F 0= 10E �8 ZONE AE 81 \ TB \ �OF Copyright C 2017 Z ' ' 21 O = / f f 26 \ ` B OE � FG LIGHTING KEYNOTES All rights reserved. Reproduction or use in any form ° / TB E3E_ 1 \ \ C\ orb an means without written l and sib c 1 f ••.� l'y \ T� Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w (DINSTALL 25' TYPE 11 5TREETLI6HT (SQUARE STEEL WITH w BRONZE POLYESTER GOATING) AND BASE PER GITY OF 23 24 25 26 20 [ 1 }� 27 / O ZONE X c\ \ MERIDIAN STANDARD DETAIL T2 AND T5. INSTALLATION < SHALL GONFORM TO THE GITY OF MERIDIAN PUBLIG WORKS 10 DEPARTMENT DESIGN STANDARDS 2016, SECTION 6. Y o I Lu w f Lu 22 . 2 BLOCK 7 ♦` \FG� ram\ z w BLO K 1 I �Nw Co 5 6 ♦; � \ FG� Q Z 2 \ 4 7 \I �` �\ ° 3 CD Lu r.H 23 / / T o 19 z • ° 1 1 1 0 a w x ® �♦ W rr^^ 01— x 5� ♦� \ CD F. pF f Lu w f \/ Q U�TF � f .f f• I r \ / w R 1144,30 1� f �• — � �o S p Z N 18 R�I/F — — o o —0 0 f' a C) w Q F ®® •f " f• .f. . f f Z < 1 r `� ► 1 0 Q w Li T � z w x CQ V 17 >> x 1 1 BLOCK 3 2 3 4 2 Q Ox Er z 1 Q L 1 F LU 5 G x x x I w f• W 16 R 3 U, J 0) Kr O Q 2 U) x r o J - x Q rr � x 2 UJI I ' I Z) Q W E o c� 1 � C Z �J -Z 4 x V f x w > Z 0 -0r —J 15 x f Q O x x Q W 0 3 f O BLOCK 4 Uj C- I Q C� o i 5 f C� G) — :J 12 11 10 g g 7 6 5 In BLOCK 6 r I� 14 f O `J 4 I ►® Z x 1 o c 13 1 6 = GOLF OW ®� ' ' W LL W LL Z H x /® t e wr r f f f \ ® r x m ?WneWZ MOP � ® � / � NVt9W—(� Q 5 O — — — E. DIVIDE PASS STREET — — — _ \ D* / - '�o~aom U Qs 14H • i t ° p x m aZ0W�Z� Z�aO�C 7w 1 7 O_ J f REVISIONS c� I— � No. Date Description 1 U 6 2 3 4 5 6 7 8 D � x 1 BLOCK 5 9 10 r $ (�EN�l IAN -- APPROVED FOR PROJECT NO.: CD L 16214 (n B � x x x x 1 :: x CONSTRUCTION DRAWN BY: z — — — _ x x _ — x x x — _ These plans and/or specifications have been reviewed for MSD O o ` 6 ` — — ,� — compliance with Meridian City Standards and Specifications. CHECKED BY: 0 This review does not relieve the owner, engineer, or contractor MSD U of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J laws, rules, regulations, ordinances, development agreements, 1/20/17 specifications, orders or approvals, all of which the City retains Q the right to enforce. Inconsistencies not noted by City staff shall LIGHTING PLAN not be construed as approved unless specifically addressed SHEET NUMBER in writing by the City. Any proposed revision to these plans must T A N 50 O 50 100 150 be submitted for review and compliance with the Meridian City C183 G Standards and Specifications before said revision is constructed. 0 0 SGALE: I"= 50'-0" Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT SAWTOO ANC >U-�V-Y1\G, C \0 WN \ \ :•:A// � /��\\ A ST ER�,� 5 �' I\ N . I �` GRADING LEGEND ��094 w '9 pP w \ \ ♦ / I PROPOSED CONTOURS 9 \ OF \ \�\, \ \ ♦ \�\ / l,� ( \ 1040 BLOC 2 \ 1 6 \ 1 •\\ `� \ l 0 0 K \\ \ \ \ \ ♦♦ \ I ( \ EXISTING CONTOUR yEW S 3 \ \ \ �\ \ \ \ 66 ♦ ` // / IL Digitally signed by Matthew S.Derr,PE X 1050.24 EXISTING SPOT ELEVATION Reason:100%Submittal Set o 7 T 19 Date:2017.01.20 13:53:51-07'00' W � TOPSOIL STOCK PILE AREA W M - �s6o 2659.88 \ \ \\\3 \ \ \ / / " / I LU \ o N o 0 15 L.F. 4"0 2% L o E N z 2659.88 \ EG \ \ \ \ nr>R / ::\� //� � I �so NOTED ON PLAN �' N r" DRAIN PIPE AS SPECIFIED, SIZE AS _ L ' .N p'J O EG \ \ \ \� ' \ ID 8 18 \\ \ _=`� EGA �_ \- \ //" \/ // I I GRADE BREAK o E c a I� 3 o w o - GB- - - GB- - - GRADE BREAK LINE s L E.� Co M W EG� �E� _\ \ / i%" I `maw E o °c cco ' r� - W \ \ ♦♦ \ \�� _� � _ \gyp ��\ \ I BC 1132.26TIC � SPOT ELEVATION g _ 0 co 0 7 ' ♦ \ - ` _�_��_��_ AEG \ 1 \ m m o m K �\ ` ` \ ` U o 'r'� a v b N o CJ o 9 17 \ ♦ TO \��_ _ �� \ `///' \ '\ 2.55% wcom.2 3Cuc z � ♦ � � E 1:: , c� I FLOW DIRECTION AND GRADIENT L L L o z - II \�� r E'VillEGA � G�� :\ ` \ I I �... � � LL E N _ - - o T oE� EK \\ � r� / /� \ °° I LL 10 16 1 2660.03 J �� \\\\ C\ \ -EG / \ / ��.;\ \ `` \ I I W EXTENTS OF SEEPAGE BED o L I 2661.92 \� �\ \/ ... -Al2660.36 I 2662.30 \ \ \ i .:, �\ /- - -EG- - - - � � L I , W 11 15 2661 22 2660.70 __ \ \ "JET�\\�. ��''\ \ / \ \ .\ \ \' _ - - - I \\ -EG- E \ \ LIJ 23L L_- 14 2660.93 BLOCK 2 2661.23 \ \ � - \ /�� EG� J3� `` \ O K 13 2661.62 25 \ \ ZONE o f 2662.97 ;;�; \ \;�i` '/'yi.'• \ i�/ G� / j F` \ r 'y_ \ Z \6 2662.19 VV _ I10 t O O W 2662.76 \ Yl� p9if/ _ - i� �i i_ ��_ \ \� FG \�\\ J� VV I s 2661.62 . . 2661.25 r 8"$S _ W 2661.23 • �• / / • � �\,, � _ � ��iii�T� ' �\�\\ \\� \ \ � Copyright©2017 Z _ z ��\ All rights reserved. Reproduction or use in any form o \ / 2661.39 2662.01 26 2661.89 w r / / :. __-�� 1 \ \\\ \ \ or by any means without written permission of \ \ Breckon Land Design,Inc.is unlawful and subject to 0 2661.36 ` O 2662.26 \ `. 2662.31 -- _ -_ \\ \\\�\\ \ \\ \ J � • .� _ � ` \ _ criminal prosecution. w 2661.36 2662.25 W 23 24 25 26 S 20 2662.98 \ 7 J 2662.55 2665.51 2662.02 �� \ FG, \ \ _ < \ , \oQ 2662.07 - _ 2662.49 2665.79 \� �\\ \ \C\ o 2664.11 2661.74 2665.18 \ ' \ \ \ ` TC/LG TOP OF GURB/LIP OF GUTTER Y Q / 2664.64 2662.04 3 22 SS 2663.33 BLOCK 7 ��\\�� ccG,\ \ TC/BC TOP OF CURB/BOTTOM OF CURB z - BLO 1� 2�� , C-D 5 ® G ��\�\\ \ \ Fc\ FIFE FINISHED FLOOR ELEVATION 2 2663.18 2663.30 \ 3 7 2663.36 ` \ � \ \ RE RIM ELEVATION Q r n r. / 2663.73 4 2666.14 ` \ \\\ T V J ` H 10 9 23 o I� a \` ��\\\\�\\ IE INVERT ELEVATION 7 Z 2663.98 \ L 2664.00 2664.00 O W 2663.81 I ♦♦♦\ ME MATCH EXISTING ELEVATION w F 2662.64 �O \\ 2665.25 �� ♦ \` FG FINISH GRADE ELEVATION 2664.06 F p (N f 2664.90 2665.59 2665.74 o / F 2664.49 I �\ TA TOP OF ASPHALT ELEVATION N r r. \ W r 00 �1/TFR�S' 2664 �' 2664 O F�<<S W W - W�f Toc TOP OF CONCRETE ELEVATION z 2663.20 266 2.96 18 �R/ W W O -O w 2665.92 2664.00 VF _ g°SS \ HP HIGH POINT OF FINISH GRADE o L� 2663.93 s I z r 2665.46 LIP LOW POINT OF FINISH GRADE w I r .r „ .r • 2665.01 � � G 4) 2664.30 f 2664.65 2665.19 / 2: Q 2663.38 2665.54 � O 2664.69 71 2665.53 � 1 2666.00 I / \ � BENCHMARK O w 0- E) 2665.66 / / \ BM APPROXIMATE SOIL TESTING� 5_L1 2665.72 I (VERIFY EXACT C W' 2663.9 LOCATION) - SEE ^ Q2663.80 17 GEOTEGHNICAL ENGINEERING > 2663.90 BLOCK 3 2 3 4 _ 2 REPORT 66� - _ - 0 7 � _ _ 1 2665 Co I Q Z 666 2666.08 0 2 2666 2F' 2665.33 { 2666.02 /r 2665.87 - W C \` � 2664.37 Z n 0 /2664.52 C r. 16 2666.23 � 2666.51 2667.02 �* 3 � � ^� \,J J p C!� � - 2 o � 1 2666.50 4 O o J 2664.86 2666.42 J 2664.99 0 = 2665.97 ap W Q Q ' � � 4 E cll�o 2665.14 0o Z t Z' 2666.20 2665.76 2666.12 2666.42 2666.73 2667.03 6 2667.33 LLJ > Q a r J j f: O 15 �� 2666.04 yc 266 2667.65 Q 3 2� 2666.92 xt O `p V BLOCK 4 fA 2665.46 nj �D Q; 2666.87 ' 2666.13 cu �' 2 6 6 7 2665.61 Q © 2665.76 �D 5 � 12 `D 17) BLOCK 6 I�(� 11 10 8 8 7 g 5 v 2 14 O 2667.34 z s 2666 I ." 2666.07 a cc) 3. 2666.17 2665.99 2667.32 2667.50 a . � ago= W 2666.23 c I 2667.66 6 o y a ui~LL z H 2666.32 13 2665.94 2665.70 2665.97 2666.05 2666.37 2666.68 2667.00 � �, w c o - 2666.38 2667.31 ' r s 2667.62 (n LL W W W W W w W W f W O 2 W W W w t W W \ Plans Are Accepted For Public N z W °�O U� ' lu 5 O - - - - W 2667.76 Street Construction ;z -I Y SSrr8 E. DIVIDE PASS STREET ., �/� _ m a a cc W W rn SS„8 SSrr8 SSrr8 - 2667.77 By sWgft and aWng the Improvremern pleri the Ra*llered (� N o C a I Z� SSrr8 Srr8 z .• 'J 0 0 '' r r r Epdk.9es arld 8tarldarda. Varlenoes Or VIIaIMara RNlet babe Bn*m eneim the Di that the plane conform pBCINCflN�/Bfld 1 f Aooep In iouey approved by the DWMot vil ltlrg. tarrce of the v O C' 2666.85 2666.32 i 2666.04 2665.75 2665 prev .83 M 2666.13 2666.43 2666.73 2666.46 2667.03 2667.32 2667.62 hnprovemern plane by the DleMot does not relieve fhe Reel WW J- 2668 � 2667.00 2667 2666.91 2667.72 B Enooler of iheee DATE No. Date Description REVISIONS 266� 2668.09 ADA COUNTY HIGHWAY DISTRICT 2668.18 6 2 3 4 5 6 7 2668.22 I 8 9 10 U) �' BLOCK 5 r U 2667.62 2667.47 - 1 aD r I PROJECT NO.: 8 �E IDIAN* APPROVED FOR IDAHA 16214 (n B 2667.71 2668 29 2667.85 2667.30 2667.40 2667.68 2667.97 2668.26 2668.55 1 2668.60 CONSTRUCTION DRAWN BY: z 2669.14 2668.84 s These plans and/or specifications have been reviewed for MSD O c 2668.68 compliance with Meridian City Standards and Specifications. CHECKED BY: 266� 2668.65 This review does not relieve the owner, engineer, or contractor MSD U of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J laws, rules, regulations, ordinances, development agreements, 1/20/17 specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall GRADING PLAN not be construed as approved unless specifically addressed SHEET NUMBER in writing by the City. Any proposed revision to these plans must T A N 50 0 50 100 150 be submitted for review and compliance with the Meridian City C2.1 0 Standards and Specifications before said revision is constructed. SCALE: I"= 50'-0" Name Date Cf) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GII\VI A SVW GO B A C SU-�V-Y1\G, C STA: 10+30.68, 16.50'L STA:9+57.89, 16.50'L STA: 10+00.00, 16.50'L BLOCK 2 `� // / \ TONAL ME&TBRC:2660.83 TBRC:2661.14 4 PC BLOCK ♦` / ROADWAY LEGEND ASS STA: 10+52.04, 16.50'L / / / O� ��\STERN, /yFv- s w w 2 5 / - - PROPERTY LINE �� 40- w PT&TBRC:2661.53 STA: 11+00.00, 16.50'L / I °s TBRC:2661.89 �j /- O O� - - - - i 1994 ® STA: 12+02.37, 16.50'L - - - RIGHT OF WAY LINE E.PEWTER FALLS DRIN 12 ® _� _ �',O - --� �� 10+00 ° PC&TBRC:2662.66 -------1 o-,n--- EXISTING CONTOUR II STA: 10+52.04, 16.50'R \ ` O ��0�O AEG 9TF OF ��P Q` Z 9 1 PT&TBRC:2661.53 ° ° T �� /�,./ EGA 1040' PROPOSED CONTOUR 9l� EW S.�� &�M O 11+ � 3 ° o � /` \ � / AEG- - - - - i O II _}00 ( O O�� s °� O \ �\ ` ' AEG 91 Digitally signed by Matthew S.Derr,PE STA: 12+58.60, 16.50'L � O \�F, -EG- TC 1132.76t Reason:100%Submittal Set z _ BC 1132.26 SPOT ELEVATION o PT&TBRC:2663.08 81 SDate:2017.01.20 13:54:06-07'00'1 w STA:9+23.39, 16.50'R ° 2.55% o = M ME&TBRC:2662.36 / ° ° s° 0.7 4 0� h _ TOE s \ / 4 ° 9 �2+ / "� 10E FLOW DIRECTION AND GRADIENT 0 o o STA: 10+30.68, 16.50'R \ s 5i O yr 6` PC&TBRC:2661.37 e ° \ // TOE v, N I� m o S O o I// 0 6 STA:9+96.39, 16.50'R °STA: 11+00.00, 16.50'R ° 40 26 \ / TB �L Z CR&TBRC:2661.12 c o - o c n c L Z STA: 7+40.27, 16.50'L - -� „�• � EXTENTS OF SEEPAGE BED TBRC:2661.89 ° O STA: 13+00.00, 16.50'L T TB E C0 M o a z CR&TBRC.2661.21 \ TBRC:2663.39 \ T a) aU rn o❑ .= o n 6 8 � a E Z °c f6 �' d w 2.00% 2,00% STA:7+40.27, 16.50'R \ / of 0) m o 'c? 0 v °s CR&TBRC:2661.21 STA: 13+32.73, 16.50'L s° w m ° a s`o N z c s GURB/GUTTER LOCATION c co STA: 12+02.37, 16.50'R ,\ s°° PC&TBRC:2663.23 > ° `ca.m 3 Cu N 9 PC&TBRC:2662.66 \ _ 0 0 0 0 3 1 a to CD w 8 / UJW C7� o 3 � L (D f0 O 26 0 ° TBRC 2663 23 STA: 13+6616.50'L ° �O\O / ` ` \ 10 N �' 20 STA: 12+58.60, 16.50'R 1 ^� O CURB AND GUTTER LOCATION z J N L PT&TBRC:2663.08 \ ° STA: 13+72.02, 16.50'L / �QO^L /' po�� s SCORE JOINT (TYPICAL) o \° 7� TBVC:2663.25 �� A. j 1 j , as, EXPANSION JOINT (TYPICAL) ; 44 R.O.W. STA: 13+75.17, 16.50'L 3 ' / 4 1\ CR&TBVC:2663.48 AGGESSIBLE RAMP LOCATION WITH , 20 p 22 DETECTABLE WARNING SURFACE 2� 5 -� ° 2 z <•b Z BLO K W off° ° NIT NEW CONCRETE FLATWORK STA: 13+00.00, 16.50'R TBRC:2663.39 20 �Oly ° ° 10 �O s ° TBRC TOP BACK OF ROLLED GURB 2 0 \ �Q- / ELEVATION STA: 13+32.73, 16.50'R s ° J PC&TBRC:2663.23 ° s �O)° 9 ° , /� �� 5 4 TBVC TOP BACK OF VERTICAL ELEVATION o K = s, 23 / STA: 14+58.15, 16.50'L o 19 ° °��, 3 7 �� ° 2 CR&TBVC:2663.89 TA TOP OF ASPHALT ELEVATION ' Z Z s 2 7 s° STA: 14+59.60, 16.50'L RE RIM ELEVATION W J 4X00 TBVC:2663.69 " s X \O 8 STA: 16+00.00, 16.50'L IE INVERT ELEVATION o STA: 14+64.74, 16.50'L w ® TBRC:2663.72 TBRC:2664.39 STA: 16+68.06, 16.50'L ME MATCH EXISTING ELEVATION W ° X 7 STA: 15+00.00, 16.50'L TBRC:2664.73 Poo POINT OF CURVATURE ELEVATION Copyright©2017 = o a TBRC:2663.89 z All rights reserved. Reproduction or use in any form o F. / `� ° 4 POT POINT OF TANGENCY ELEVATION or by any means without written permission of x Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w J I s STA: 14+00.00, 16.50'R \ V vTFR �° ° ° w 9 ° s ° '� CR CURB RETURN ELEVATION w TBRC:2663.39 F,q�` 1$+00 S° o � n LP LOW POINT ELEVATION < S'OR��F y\ 1 M 3 0.52% N o 0 18 6 h • 16+00 v N� 1 TC TOP OF CONCRETE ELEVATION z w ; I M 9 o M ° \ O N o TYPE I CB#1 w 0.48% cu ° s RE 48.92 TYPE I CATCH BASIN N 2025.64 a E 3758.98 < Cl) 0 STA: 15+00.00, 16.50'R M ° SG#1 w o ® TBRC:2663.89 4 T o 3 s RE 48.92 1000 GAL SAND AND GREASE TRAP H O a STA: 16+68.06, 16.50'R N 2025.64 z M < TBRC:2664.73 E 3758.98 N R w o O STA: 16 TBRC 2664.39 LU 0 N \ PROPOSED STREET LIGHTCD o Q I� PEWTER FALLS DR. ROADWAY PLAN PROPOSED SIGN = N N 30 30 �° KEYNOTES Z SCALE: I"= 30'-0" G CONSTRUCT ROLLED CURB AND GUTTER PER AGHD Q UJ O 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD CD DRAWING SD-702. 2 J 2675 2675 O �+ I I I I I I Q CONSTRUCT 6" VERTICAL GURB AND GUTTER PER-4------ -- ---- -----------4------------------ -----------------4----------------- -----------------+----------------- -----------------�---------------- -----------------4----------------- -----------------�---------------- AGHD STANDARD SUPPLEMENTAL SPECIFICATIONS ♦ ^ I I I I I I I STANDARD DRAWING SD-701. y J < > I I I I I I I ------- ------- I I I I I I -----------------1 > 0 LL ---- ----------------- -----------------r----------------- ---------------- ----------------- -----------------T----------------- -----------------IF ---------------- -----------------7----------------- ---------------- O CONSTRUCT 5 VERTICAL TO ROLLED CURB Q I I I I o I I I 3 TRANSITION PER DETAIL 3 ON SHEET G3.6. I I I ----------------- I O I I I I I I I CD + I I I CONSTRUCT 5' ATTACHED SIDEWALK PER AGHD 2015 O SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING I I I I M I I I co' ------- ----------------I----------------- ------------------r----------------- -----------------1----------------- -----------------t--------------a- -----------------r---------------- -----------------I----------------- -----------------r---------------- SD-70a. TW' n � UJ 2670 I I I I Q I I I 2670 O CONSTRUCT 5' DETACHED SIDEWALK PER AGHD 2015 UJ M I I I I H I I I 5 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING V, ----- -----M- -------- I - It I I I SD-709. / 1----------------- ---------------- ----------------- -----------------I----------------- -----------------t----------------- �4---------------r---------------- -----------------t----------------- -----------------r---------------- /\ + I I I I Y t0 I I I 0 ON I I I I Q %0 1 1 1 CONSTRUCT PEDESTRIAN RAMP PER AGHD 2015 ----- --- -- --------J----------------- -----------------L----------------- ----------------i----------------- ----------------I-------------- �---------------I----------------- ----------------I----------------- L----------------- - I - I �- I - I -----------------I 6 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING O w II I I I I I I I 50-712H, TYPE "H4". -- �- (U I I I I II I I I ----------------- -----------------t----------------- ---------------- ----------------- -----------------+----------------- -----------------f----------------- ----------------- ----------------- ------------------ C-A i O CONSTRUCT PEDESTRIAN RAMP PER ISPWG 2015 0 0 7 STANDARD DRAWING SD-712A E '----------------- -----L----------------- ----------------I----------------- ---------------- 1 -------------- Q W I I -----------------'-- Q N------i ---- - i - i - i cz- W---------------i------------- EXISTING GROUND---------i----------------- i---------------- Q W CONSTRUCT VALLEY GUTTER PER AGHD 2015 2665 I I I I I I 2665 Q SUPPLEMENTAL SPECIFIGATIONS, STANDARD DRAWING > II i i i i i i I 50-708.0 O -- 0 a > ----�--- ---- ------r----------------- -----------------1----------------- -----------------T----------------- -----_----------I----- ---------- -----------------T-- --------- ------------ ---------------- CONSTRUCT STREET SECTION PER w I I I I 0,50% -�- W I I I I y� I I 9 DETAIL I ON SHEET G3.6. FINISHED GROUND 0 0,75% ---- I - i i i i 10 DETAICONSTLRUCT STREET 2 ON SHEET C3.6.ION PER - ----- --------------I----------------- -----------------t----------------- -----------------r---------------- ----------------- ----------------- -----------------r---------------- I CONTRACTOR SHALL CREATE GLEAN EDGE r ---------------- 0,507 - -------- - L----------------- -----------------I----------------- ----------------1----------------- ----------------L---------------- ----------------1----------------- L---------------- V D I -----------------I G TRANSITION FROM EXISTING PAVEMENT TO NEW I I I I I I 2660 I I I I I I 2660 PAVEMENT. O i i i i i i i CONTRACTOR SHALL CONSTRUCT SMOOTH FLOWLINE ---------------- ---------------- ----------------- -----------------L----------------- ---------------------------------- ----------------- ----------------- -----------------i----------------- -----------------i----------------- ----------------- ---------------- 12 TRANSITION FROM EXISTING CURB AND GUTTER TO a I I I I I I I NEW pl W OC W N o I ----------------I I ---------------- I ----------------I I I = GCOH ow ---------------- ---------------- ----------------- - ----------------- -----------------I----------------- - +----------------- - I----------------- ----------------- ----------------- -----------------H---------------- aui r�ZH I I I I I I I �, ywa om Ir p7 I I I I I I I wmg 0ZOF Q ---------------- ---------------- I -----------------I -----------------I ---------------- ----------------- I -----------------I ---------------- ----------------- I -----------------I ZW a >, I I I I I I I _ �at9000ww I I I I / m>p>aaEO ---------------- ---------------- ----------------- -----------------T----------------- -----------------I----------------- -----------------�----------------- -----------------I----------------- -----------------4----------------- -----------------I----------------- NO anzE Z I I I I I I I J.0 7 W C I I I I I I I �Z�W 2 o O � 2655 2655 N I I I I I I I REVISIONS ---------------- - I ---------------- -----------------I ---------------- I I I I I No. Date Description (D I I I I I I I U I I I I I I I D co I I I I I I I co ---------------- ----------------J---- ----L----------------- -----------------I----------------- -----------------1----------------- -----------------L---------------- -----------------1----------------- -----------------L---------------- � I I I I I I I Q I I I I I I Q ---------------- ---------------- I EXISTING GROUND CENTERLINE I I I I I -- PROJECT NO.: B I IF FINISH GROUND CENTERLINE I I I 16214 (n 2650 2650 DRAWN BY: z �a� Om _Q mm mco -m l- - �t A ry �t r is ry �r O MSD o �� No N� NO N N N m m m m rt •O �h �h CHECKED BY: o 1z 1zIz N� (N� �� NZ% �� 'DNZ 'O'D NoIz NO'D NO �� ( , N N1D N� N.9 NZ.9 N� `�� s0� N� `fly No `fl.0 N% �� `fl.0 MSD V © N N N NN N NN NN N NN NN NN N NN NN DATE: J01� B+SO CI+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 Plans Are Accepted For Public 1�20�17 c Street Construction O c� Enpineer ensures the District that the plans conform to ar DWW T By starrlpinp and el�tlrp the fmprwrernent plans, the laeeiecered H NUMBER A PEWTER FALLS DR. ROADWAY PROFILE pa�H�s �a a � of the 30 0 30 60 q0 3 O 3 6 Cl C3.1 Mprovarnent pleas by the DbUlct does not MIM the FNplatered O Enpl W of these reaporreNIkIes. c- BY DATE SCALE: I = 30-O VERTICAL SCALE: I = 3-O ADA COUNTY HIGHWAY DISTRICT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GINAI `� -�V� C I � A SVW VO A 1 A C SU-�V-Y1\G, I I C ftft ROADWAY LEGEND 5\0"^L E4,0y \ `, m �oF STERE, e- BLOCK 7 ?� Q I - - PROPERTY LINE � 'i994 5 6 J I - - - RIGHT OF WAY LINE EXISTING CONTOUR �i,99TF OF 4 7 w o m 1040' PROPOSED CONTOUR l�yEW S• 0 / 3 m Digitally signed by Matthew S.Derr,PE o TC 1132.76t SPOT ELEVATION Reason:100%Submittal Set o IC-1) ' I �BC 1132.26 Date:2017.01.20 13:54:21-0700' w _ 200 • a 2.55% W M STA:2+29.70, 17.001 tt I FLOW DIRECTION AND GRADIENT ° E 0 U r ME&TBVC:2661.32 ' cc 'o T STA: 17+00.00, 16.50'L I c N o m ° STA: 16+00.00, 16.50'L I ° "� / EXTENTS OF SEEPAGE BED a)00 TBRC:2664.89 n 0)z E � ao Cu n 3 o w TBRC:2664.39 Q o L a E - co rl w o o STA:2 TBVC:2662 21 ' Q E °c c co ' 2 � w s STA: 18+00.00, 16.50'L O o I c a C6 L)o� _ $co 0 L a TBRC:2665.39 STA: 13+75.17, 16.50'L III I c c0i o .2 2 a 03 m N `o v 0 c? 0 _ W CR&TBVC:2663.48 m m.m m Cu o c5 -2 17+00 ® ® "<s 1\ r / I I CURB/GUTTER LOCATION 3 LL w w c0 0 -C co m w 1 ® 1$+pp , \ STA: 1+38.73, 17.00'L 4 0Ol CURB AND GUTTER LOCATION 0,52% N o � CR&TBVC:2663.76 Z 16+00 v N 7 3 I 6 ?,, �- T� SCORE JOINT (TYPICAL) L ---�� FALLS pRNE --�Q'O 3 STA: 19+02.57, 16.50'L CIO ° 2 \; =;�� - _ EXPANSION JOINT (TYPICAL) o p WTER o _E s < ,� it v' �/ O I TBRC:2665.91 0 j �E AG6E551BLE RAMP LOCATION WITH , s \ 0S2i o' 7gX 7 w cz 2+pp/ 13 12 I \ II II DETECTABLE WARNING SURFACE N M s \ I �\ o tr cu z STA: 17+09.59, 16.50'R 1 �� w 9 NEW CONCRETE FLATWORK 0 CR&TBRC:2664.94 5 \ / 5 STA: 17+91.5, 16.50'R I I III II m STA: :266400, 16.50'R I I S. MOVADO WAY � I I TBRC TOP BACK OF ROLLED CURB s CR&TBRC:2665.35 s 6 O o TBRC:2664.39 STA:5+50.17, 16.50'L o x 11 1 3.00% 1 1 STA: 19+02.57, 16.50'R N F CR&TBRC:266-r 0 0 >> TBRC:2'1 56 91 10 I ® _\ \ - - TA TOP OF ASPHALT _ 6 PIRR K STA:5+47.18, 16.50'R °I I 6' ® 2 ° �% r�� \� z RE RIM ELEVATION o 2.00% 2.00% CR&TBRC:2665.42 STA: 1+38.73, 17.00'R / 0 IE INVERT ELEVATION 1 Z O - CR&TBVC:2663.76 / / .I ( \ w U LU STA: 14+59.60, 16.501 4 / J \ ` \ ME MATCH EXISTING ELEVATION " W s o Z s CR&TBVC:2663.69 ` \ o 4 CD - W \ FFE FINISHED FLOOR ELEVATION W Q t 8 STA:2+00.00, 17.00'R \ \ TYPE I CB#1 = Q TBVC:2662.21 - RE 48.92 TYPE I CATCH BASIN Copyright©2017 Z 1 ° ni \ All rights reserved. Reproduction or use in any form o > STA:2+29.70, 16.50'R ' O \\ \ N 2025.64 W �S tp \ or by any means without written permission of x X Q 3 ME&TBVC:2661.32 E 3758.98 Breckon Land Design,Inc.is unlawful and subject to 0 J X ° oo \ �' \ \\ R G 48 92 1000 GAL SAND AND GREASE TRAP criminal prosecution. w \ g `, \ \ \ N 2025.64 (n \ \ E 3758.98 a z 0 Ea-0 PROPOSED STREET L16HT Y F K W Z X X °\ PROPOSED SIGN 6 PIRR 3 Roy �2�5 Q .7 KEYNOTES Z Lu � , W o o 1 z H TO CONSTRUCT ROLLED CURB AND GUTTER PER AGHD CD 01 S W F� O 2015 SUPPLEMENTAL SPECIFICATIONS STANDARD w o 2,00% 2,00% 8 \� \�0 DRAWING 50-702. ' ^ J O v, o OCONSTRUCT 6" VERTICAL CURB AND GUTTER PER Q AGHD 2015 SUPPLEMENTAL SPECIFICATIONS TE . PEWTER FALLS DRIVE ROADWAY PLAN S . MOVADO WAY ROADWAY PLAN STANDARD DRAWING 5D-701. < o CONSTRUCT 5 ATTACHED 51DENALK PER AGHD 2015 W N 30 O 30 60 q0 30 O 30 6 0 q0 Q SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING10 ■ SD-70q. a G 51DENALK PER AGHP 2015 SCALE: I"= 30'-0" SCALE: I"= 50'-0" CONSTRUCT D Q W OSUPPLEMENTALSPECI CATIONS STANDARD DRAWING SD-70q. 2675 2675 2675 2675 O ., I 1 1 I CONSTRUCT PEDESTRIAN RAMP PER AGHD 2015 UJ 06I SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING ------ ------- ---------------------------------- ----------------- ----------------- -----------------I----------------- 50-712H, TYPE "144". L^ >------�--- ------- ----------------- ----------------- -----------------r---------------------------------------------------- -----�--- ------- -----------------T----------------- -----------------I----------------- CONSTRUCT PEDESTRIAN RAMP PER15PNG 2015 CD > 0 q i i Q STANDARD DRAWING 50-712A Q ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- ----------------- ------------------------------) --------- ------ ------- ----- -----------------I-----------------CD Q Q CONSTRUCT VALLEY GUTTER PER AGHD 2015 I I O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING ---- ----------------- 5D-708. I I I I I II I I W ^ I I I I I 01 I CD I v J 267o i I I I 2670 2670 I ¢ in LO PVI STATION = 1+40.00 I 267o CONSTRUCT STREET SECTION PER I �,� PVI ELEV = 2663.89 (OU, I O DETAIL I ON SHEET C3.6. - I V� -------------- -------- -- -----------------4----------------- -----------------r-------------------------------------------------- -----------------I---------------� -� K - 14.36 + -------I----------------- �/, ` C"tI I I I I Q �.D 55.00 VC (U I CONSTRUCT STREET SECTION PER /} ----------J---------------� II ----I------------ --- o _---------1 I I I I Lr.1 0i I O DETAIL 2 ON SHEET G3.6. I I I I I II PCI o ¢ o I INSTALL TYPE 11 TERMINUS BARRICADES AT SIDEWALK o ------� -- ----------------- ----------------- ----------------- ------ --- ------- ---------- ---------- ---------------� -> N +- 0 0 ^o V) N --i------ --- TERMINUS PER AGHD 2015 SUPPLEMENTAL Q FINISHED GROUND i i i i < J + i r-co Y p i SPECIFICATIONS STANDARD DRAWING SD-1132A. ?>> E O -- ----------------- ----------------- --------L---- -------- ------ ---------I---------------tom W -----�--- + c0 Q I----- 1 --------- 1 - 1 -- 1 - N 1 N W (U ----1 --- INSTALL TYPE III TERMINUS BARRICADES AT ` Q I i EXISTING GROUND i i C) i Gi i 11 SIDEWALK TERMINUS PER AGHD 2015 SUPPLEMENTAL 2665 I I I - 2665 2665 I m m I 00 II 2665 SPECIFICATIONS STANDARD DRAWING 5D-1132B. UJ I �_ -I i i 2 2 FINISHED GROUND W i INCLUDE SIGN THAT STATES "THIS ROADWAY TO BE Q 0 �- �_ I I >-- I A � I EXTENDED IN THE FUTURE". ---------- O � r----- -- -----------------�----------------- -----------------T------- ------------------�------------- --- ------------ -� - --T--- --- -- Q W ----1--- EXISTING GROUND O �r 11 - i CONTRACTOR CREATE DE --------------�---------- -- -----------------�----------------- -----------------�----------------------------------�------------ ----------I----------------- ----- IS --------- - --- 2TTRAN FROM EX5TG PAVEMENTTONEW 5 O I I I I I N co j -3, Q% \ 1 r PAVEMENT. w -----------------r---------------- ----------------- ----------------- -----------------r---------------------------------- ----------------- --- +c'4 ----t----------------- -------- ----- n I I I I I 1 CONTRACTOR SHALL CONSTRUCT SMOOTH FLOWLINE 0- 'R I I I I I a= --1------------ ________;__ 13 TRANSITION FROM EXISTING CURB AND GUTTER TO U -----------------L----------------------------------1----------------- -----------------L----------------------------------J---- ---------------I----------------- D I I I I I I I NEw. I I I I I = I I 2660 I I I 1 2660 2660 1 I 1 2660 a I I I I I I I I I I I I I I I I I I I I I 6 �Wo,W -----------------1 1 ----------------I I I ---------------- 1 I = GOOF ow �---------------- -----------------H----------------- - ----------------------------------�-- ----------------I----------------- - +----------------- -----------------I----------------- aW WZH cr yWa-W0- Wm6�ZOF Q -----------------I ----------------- I -----------------I ---------------- I -----------------I ---------------- ----------------- I -----------------I ZW ---------------- 3: -----------------1------------------ -----------------4----------------- -----------------4------------------------------------4---- ----------------1----------------- -----------------+----------------- -----------------I----------------- NO aMZE Z I I I I I I I J.CDU 7W o I I I I I I I aZ�w O C 2655 1 1 1 1 2655 2655 1 1 1 2655 J I I I I I I I I I I I I I I REVISIONS 9 I I I I I I I No. Date Description I I I I I I I r I I I I I I I Q I I I I I v I I EXISTING GROUND CENTERLINE ----- 1 1 --------- EXISTING GROUND CENTERLINE I PROJECT NO.: j FINISH GROUND CENTERLINE I IF FINISH GROUND CENTERLINE ; 16214 �J J B (CDO 2650 2650 2650 2650 DRAWN BY: z MSD O t'1?o n! m '� In N N CHECKED BY: r , �� m �m �m �N V > N`� N1 NN NNZ NZ N1 N� N N N� N1 N� N� N z N MSD © N N N N N N N N N N N N DATE: 16+o0 17+00 IB+OO Iq+00 20+00 0+00 1+00 2+00 3+0o Plans Are Accepted For Public 1/20/17 0* 01� O Street Construction By stamping and elmIrp the IrrlProvenOnt plerre, the Reelatered SHEET NUMBER A E . PEWTER FALLS DRIVE ROADWAY PROFILE S . MOVADO WAY ROADWAY PROFILE �"�` "o °�` "�t "e plam IIffW m' � e1D1 f T 30 O 30 60 q0 3 O 3 6 Cl 30 O 30 60 q0 3 O 3 6 Cl polaaB and standards Variances«wes n must be the Rea and C3.2 Plans by the Dlstrlct does rat reNeve FNpthe o, Enpinser of these resporrelbllltles. c- �r SCALE: I"= 30'-0" VERTICAL SCALE: 1"= 5'-0" SCALE: I"= 50'-0" VERTICAL SCALE: I"= 3'-0" BY DATE ADA COUNTY HIGHWAY DISTFACT Cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GII\VI A SVW GO B A C SU-�V-Y1\G, C ROADWAY LEGEND �SS\0 AL 1-4,0 A ST ERE, � X X X X X X X ° - - - PROPERTY LINE �� W - RIGHT OF WAY LINE �� w << << I�IId<<9 �, EXISTING CONTOUR OF �OP��Q� IV ° 1040' PROPOSED CONTOUR THEW S. CA Digitally signed by Matthew S.Derr,PE o D BC 1132.26t SPOT ELEVATION Reason:100%Submittal Set o y, C Date:2017.01.20 13:54:37-07'00' w a w FLOW DIRECTION AND GRADIENT o E N o M 44�R.�.W. ° ° 2.55% c r 'z S -o Q! Ci1 A W IV 33 � Z `� () C V N 'Co- O STA: 1+00.00, 16.50'R 5 1 EXTENTS OF SEEPAGE BED �L F a u n 3 o w ;) E: .- mfD om TBRC:2663.49 STA: 1+00.00, 16.50'L a� E _ M w TBRC:2663.49 IV STA:9+2.' 9, 16.50'R ° a o o = $ N w STA: 1+05.50, 16.50'R 6 O7 CR&TBRC:2662.36 m co � g.o L 0 �j STA: 1+05.50, 16.501E STA:7+00.00, 16.50'L w N o � a s o N z CR&TBRC:2663.47 TBRC:2661.61 STA:7+40.27, 16.501E CURB/GUTTER LOCATION '- o ca 3 cu z CR&TBRC:2663.47 N cl Q-o hf a STA:4+00.25, 16.501E CR&TBRC:2661.21 I v o w co � 3 m _2 co co g TBRC:2664.61 � / �� STA:5+69.27, 16.501E J° 9 I 3 c` a L0 N STA: 1+00.00, 16.501E STA:2+00.00, 16.501E 2.00% 2.00% CR&TBRC:2662.92 0 / L _ CURB AND GUTTER LOCATION o TBRC:2667.61 TBRC:2666.61 STA:3+00.00, 16.501E .L LjL TBRC:2665.61 STA:4+96.27, 16.50'L rj STA:6+00.00, 16.501E " = Lu lff�nSCORE JOINT (TYPICAL) L w �- CR&TBRC:2663.65 ° TBRC:2662.61 371 o y ° - EXPANSION JOINT (TYPICAL) O• lim J.AO, 8 o 6 1,00% Nher 4 AGGESSIBLE RAMP LOCATION WITH , i N 2+00 s 10 1.00% 0 1,00% - N CA 3+00 4+00 I N 5+00 3 0 4 3 6+00 \\ 7+00 N / 0 9 DETECTABLE WARNING SURFACE 5 2 I 1 5 I w_ 5 NEW CONCRETE FLATWORK (D// 1 0 �� S. ROLLING HILLS DRIVE g 2 ® 1 0 2 C) (U 1.00% d ® 3 ® cu 1.0� ® ® 1 ni 1.00% ® TBRC TOP BACK OF ROLLED CURB ° ° 2 ti ti < ti ° a ° ° a , ti. TA TOP OF ASPHALT Z RE RIM ELEVATION K 0/0 3 M° M " M � ~° O�1+ , 16.50'R oTr 2666.76 \I I J STA:3+00.00, 16.50'R STA:4+00.00, 16.50'R STA:5+00.00, 16.50'R STA:6+00.00, 16.50'R STA:7+00.00, 16.50'R STA:7+40.27, 16.50'R Z a a TBRC:2665.61 TBRC:2664.61 TBRC:2663.61 TBRC:2662.61 TBRC:2661.61 CR&TBRC:2661.21 o IE INVERT ELEVATION 1 w STA:2+58.34, 16.50'R STA: 1+00.00, 16.50'R _ o TBRC:2667.61 ° p ME MATCH EXISTING ELEVATION CR&TBRC:2666.03 STA:9+96.39, 16.50'R w CR&TBRC:2661.12 ti " lo CR CURB RETURN ELEVATION STA: 1+36.94, 16.50'R 2,00%5 2.00% STA: 1+36.07, 16.501E 1 w CR&TBRC:2666.24 2 CR&TBRC:2666.24 �° m z 1 RE TYPE 8 92B#1 TYPE I CATCH BASIN Copyright©2017 = °I N -0 m N 2025.64 All ogby any meanshts reserved. w without wrlon itte°permission any of form E 3758.98 Breckon Land Design,Inc.is unlawful and subject to 0 20 _ O R83.5' criminal prosecution. lo N � � a J m y -+� a) y 00 R m;,5' °I SG 48 92 1000 GAL SAND AND GREASE TRAP w �� IV O '� KM/N 2025.64 0 a E 3758.98 z o X ti. I RI- o+ I co Ea-0 PROPOSED STREET LIGHT w Y C\ILu o �d � PROPOSED 516N m r X o i / o KEYNOTES. QT L z ow H CONSTRUCT ECN205PPLEMENTAL SPECIFICATIONS STANDARD w AND LU o CO x DRAWING 5D-702. o s CONSTRUCT 5' ATTAGHED SIDEWALKCD PER AGHD 2015 ^^ Lu Q SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING Q I�Lo SD-70a. w ROLLING HILLS D R. ROADWAY PLAN z CONSTRUCT PEDESTRIAN RAMP PER AGHD 2015 Ir �Z 30 O 30 60 0 Q SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING I a o SD-712H, TYPE "H4". 0- z Q w G SCALE: I"= 30'-0" CONSTRUCT VALLEY GUTTER PER AGHD 2015 UJ O SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING z 9 CIO SD-708. L CI OCONSTRUCT STREET SECTION PER O ., w J DETAIL I ON SHEET G3.6. r n z J V, >O INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK 2 TERMINUS PER AGHD 2015 SUPPLEMENTAL \ O SPECIFICATIONS STANDARD DRAWING 5D-1132A. / Q 0 1..� CD INSTALL TYPE III TERMINUS BARRICADES AT Q V m O SIDEWALK TERMINUS PER AGHD 2015 SUPPLEMENTAL F o SPECIFICATIONS STANDARD DRAWING 50-11328. M z INCLUDE SIGN THAT STATES "THIS ROADWAY TO BE 1 I 1 2675 I I I I I I I 2675(lJ EXTENDED IN THE FUTURE". � I I I I I I I � LU J Q ----------------J ---------------- ----------------- ----------------- -----------------I ---------------- ----------------- I ---------------- -----------------I ---------------- ----------------- I -----------------I CONTRACTOR SHALL GREATS GLEAN EDGE r n L ---------------------------------- v `" � � I i i i i i i i $ TRANSITION FROM EXISTING PAVEMENT TO NEW oQ �p------------------i----------------- -----------------i----------------- ----------------i----------------- -----------------i----------------- -----------------i---------------- -----------------i----------------- ----------------- ----------------------------------- PAVEMENT. O LJ N i i i i i i i O CONTRACTOR SHALL GONSTRUGT SMOOTH FLOWLINE O Q Pq ll -----------------------------------------------------T----------------- -----------------I----------------- -----------------T----------------- -----------------I----------------- -----------------7----------------- ----------------- ---------------------------------- TRANSITION FROM EXISTING CURB AND GUTTER TO I I I I I I I E II II II II II II II NEW W Q � /\ I I I I I I I 2670 L7 W I I I I I 2670 I I I I I I ,O_ ---------------J------------------ -----------------L----------------- -----------------I----------------- -----------------1----------------- -----------------I----------------- ------------------L----------------- -----------------L------� ------------------------- O I I I I I I + O I FINISHED GROUND I I I I I I ----------------- ---------------- ------------- --- -----------------t----------------- -----------------I----------------- -----------------t----------------- ---------------------------------- -----------------rt------------------------------------r-------- ------------------------- m ti ------ ---- ------ - -----------------L----------------- ---------------------------------- -----------------1----------------- ---- ----------I----------------- -----------------1------------------------------------L------ - -G.L---------------------- I I I I I I C> vJ I I I I I --------------- ----------------�- ---------t---- ------------ ----------------- -----------------t----------------- -- -------I----------------- -----------------f----------------- ----------------- ------ -- - ---------------------- I EXISTING GROUND I I W Cu 2665 i I I i i p�q 2665 z ----------------I I I I W ---------------- -----------------4----------------- - ------------------- -----------------I----------------- -----------------+---- ---- -----�-------4------------------------------------ ------- - I I I I I ----------------- ------------ I II II II I � J ---------------------- � ----------------- ---------------- ----------------- - --------- ----- WW N I = 0 W-W1-0 z F 0w ----------------- -----------------4----------------- -----------------�----------------- ---------------------------------- -----------------�----------------- -----------------I----------------- ----------------- ----- --------- -------------------------- yWQO 'O_ Q12LL. -ZvW N a II III I I ------- II ---- ------- Z� -------------------------------- -----------------I----------------- -----------------rI ------------ -------------II----------------- -----------------T----------------------------------- I----------------- ------------------ ----------------- --------- JQQ V0O'-X 2660 2660 Wp v �Q9 Y�a�Wc OWmC z OI I I I I I I I I I I I I 9 I I I I I I I No. Date Description n ----------------- ----------------J----------------- -----------------L----------------- -----------------I----------------- -----------------1----------------- -----------------I----------------- -----------------1----------------- -----------------L---------------------------------- U I I I I I I I I I I I I I I D C� I I I I I I I < --------------- ---------------- ----------------- ----------------- ----------------- -----------------I c� I I EXISTING GROUND CENTERLINE -------------- -----------------I----------------- ----------------- ----------------- -----------------i---------------- PROJECT NO.: FINISH GROUND CENTERLINE 16214 (n B 2655 2655 DRAWN BY' z - t=� �� -� t-� t= is >s� o O n f .o .o ry- ..o d?- `t.o - .fl - d?.o - O d? �`!>s MSD 10r z1z 1z'Z 'Z'z �'Z �'z 'D z `fly �m 0'z zN �� - O tr `9 �1z �'z �� .fly .fl'z .fly �� NOZ .fly .fly Z� .fly �� N0 N� CHECKED BY: jN NN NN NN NN NN NN NN NN NN NN NN NN NN C4 N N MSD DATE: J 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 5+00 5+50 1 2U 17 Plans Are Accepted For Public Street Construction 19 By etam tq and aiming the hp-Wlient Plena, the Repletared SHEET NUMBER O Cl�A ROLLING HILLS DR. ROADWAY PROFILE p" ` "o °�` "�t "o plarie lviii°m' � a" D'� T 30 O 30 60 q0 3 O 3 6 q polaae and standards variances«waivers must be apedncaly and C3.3 mprrnrernsnt Plans by the District does rat M&M trla ifpsere O EnpinBBr Of these raepWelb IVW& SCALE: I = 30'-0" VERTICAL SCALE: I = 3-O" BY DATE ADA COUNTY HIGHWAY DISMCT Cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GINAV `� -�V� C A SVW VO A A C SU-�V-Y1\G, C Ill I A o o �� z 2,00% ROADWAY LEGEND Sv0NAL - - STEREO FF� m I X • 1 PROPERTY LINE fn I 0 1 110994 I I ° 1 /// - - - RIGHT OF WAY LINE � � (n I "° EXISTING CONTOUR 9lF OF 1z, o z Ci7 I rn m o CD 1 // 1040' PROPOSED CONTOUR 9l�//EW S.�� ° I m / 0 2 m "° 7o I 1 \ / 'T1 Digitally signed by Matthew S.Derr,PE o t� 1 TIC 1132.76t Reason:100%Submittal Set z 1 \ BC 1132.26 SPOT ELEVATION Date:2017.01.2013:54:55 07'00' STA:7+g3.98, 16.50'R I71 1 CR&TBRC:2667.55 " I I \ \ w 2,00% 2,00% w STA: 1+85.68, 16.50'L -~ STA.7+93.11, 16.50E � " STA: 17+09.59, 16.50'R 1 M CR&TBRC:2667.55 p T \ FLOW DIRECTION AND GRADIENT c U c L 0 CR&TBRC:2667.95 } O 1 ° o N o 5 f CR&TBRC:2664.94 0 X STA: 1+00.00, 16.50'L o o I \ \ \ Lam'v a I) tin ; a STA:2+58.68, 16.50'L STA:3+00.00, 16.50'L STA:4+00.00, 16.50'L m \ \ \ / EXTENTS OF SEEPAGE BED L m n 3 o w TBRC:2666.45 STA:5+00.00, 16.50'L STA.5+50.17, 16.50 L " m L E TBRC:2668.55 �- CR&TBRC:2667.44 TBRC:2667.15 " 1 0 \ \ / EEO a 07 f6 3 TBRC:2665.75 CR&TBRC:2665.40 �I�IId 9 - + ° 949 2��IId�,9 6XP1 13� sM , 00 = rd 0 � � " ° a ° " " " " ° r O• ,5.OJ£21 O m \ m CURB/GUTTER LOCATION v J w` � J 3 u o co � o II o 0.70% 3 0 0.70% i �. CURB AND GUTTER LOCATION o ni w 2+00 / Cu 3�0 4+OON Q 5+00 N I I °" \ \ SCORE JOINT (TYPICAL) N 7 i i 6 5 2 M 5 - I \ \ 0 w CD 2 1 o I CD \ 3 4 EXPANSION JOINT (TYPICAL) ®®® N o 7oi S. MOVADO AVENUE o I 1 0 ni 0.70% t AGGESSIBLE RAMP LOCATION WITH ° DETECTABLE WARNING SURFACE � � m Z 0 0 1 NEW CONCRETE FLATWORK STA:4+00.00, 16.50'R STA:5+00.00, 16.50'R rj m 1 TBRC:2666.45 TBRC:2665.75 m X 1 1 TBRC TOP BACK OF ROLLED CURB m STA: 1+00.00, 16.50'R STA: 1+99.78, 16.50'R STA:3+00.00, 16.50'R STA:5+47.18, 16.50'R TBRC:2668.55 TBRC:2667.85 TBRC:2667.15 CR&TBRC:2665.42 _ 1 TA TOP OF ASPHALT F O 1 Z STA: 17+g1.52, 16.50'R 1 ' N I RE RIM ELEVATION ° K CR&TBRC:2665.35 co O ° I IE INVERT ELEVATION 1 Z w 3 D I I ME MATCH EXISTING ELEVATION " • I o V W N R •W. R1 CR CURB RETURN ELEVATION W CO 7�C /° R32�g I l W O) / y RE TYPE 8 92B#1 TYPE I CATCH BASIN Copyright©2017 Z F O �/ (� N 2025.64 All rights reserved. Reproduction or use in any form °w m W E 3758.98 or by any means without written permission of x , ' Breckon Land Design,Inc.is unlawful and subject to 0 oy / SG 48 1000 GAL SAND AND GREASE TRAP criminal prosecution. w " RE 48.92 x q3 m / N 2025.64/ 0 CS 3758.98 o . 6� Ea-0 PROPOSED STREET LIGHT X X X X X X X _ �m / / / / z P I F X6' P I F3m P I FAR - O y y / �// / / PROPOSED SIGN Q a 0 L " �� / •' KEYNOTES Q Z w LL \ CONSTRUCT ROLLED CURB AND GUTTER PER AGHD ° w 1 2015 SUPPLEMENTAL SPEGIFICATIONS STANDARD Q > M O VA D O AVE . ROADWAY PLAN DRAWING SD-702. z CONSTRUCT 5 ATTACHED SIDEWALK PER AGHD 2015 IIIIIIIZ 30 O 30 60 q0 2 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING LL 50-704. z ° 0 ■ a SCALE: I"= 30'-0" CONSTRUCT PEDESTRIAN RAMP PER AGHD 2015 Q w w G Q SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING z 50-712H, TYPE "144". 2 > GCONSTRUCT VALLEY GUTTER PER AGHD 2015 O Q SUPPLEMENTAL SPECIFICATIONS, STANDARD DRAWING Wz 50-70b. n r Q > O CONSTRUCT STREET SECTION PER o �+♦ _ 0 Q DETAIL I ON SHEET C3.6. > O Q m INSTALL TYPE II TERMINUS BARRICADES AT 51DEWALK _ + O TERMINUS PER AGHD 2015 SUPPLEMENTAL Q F II SPECIFICATIONS STANDARD DRAWING 5D-1132A. M > N INSTALL TYPE III TERMINUS BARRICADES AT w w / 2675 en r- I I I I 1 2675 O SIDEWALK TERMINUS PER AGHD 2015 SUPPLEMENTAL O CO I I I I 1 00 SPECIFICATIONS STANDARD DRAWING SD-1132B. ' ^ 5 5 Y -- ----------------- ----------------- ----------------- ---------------------------------- ----------------- ----------------- -----------------I-----------C- --- ----------------- INCLUDE SIGN THAT STATES ROADWAY TO BE CD L L o W � EXTENDED IN THE FUTURE". ----4----------------- -----------------+----------------- -----------------I----------------- -----------------+----------------- ----------------------------*- --- ----------------- Pq O Q � I I I I I I I l!') W I I_ I _ I I I �_ Q ---------- ---------------- ----------------- ---------------- ----------------- ---------------- ----------------- ---------------- ----------------- --- ----------------- � Q W I I I I- I____------ � Q (U J I I I I I -----------------4----------------- ----------------- ----------------- -----------------1----------------- ------------------ ----------------- --------------------------- -------------------- E Q � � Q a I I I 2670 I I I Y 1 (0 2670 > Q W (U FINISHED GROUND- I I I I O ------------- --- ----------------J---------------- -----------------1----------------- -----------------I----------------- -----------------1----------------- -----------------L---------- rr- ----------------- O I I I I I I I I I A � 5 m o ---- ---------------- ----------- - ----------------i----------------- -----------------I----------------- -----------------t----------------- ------------- r----------�- -W- -----------------C I I I EXISTING GROUND W W J --- ---1----------------- -------- -0,7�� I- ----------------1----------------- - - L------------ - ) I I I I I I I D > 2665 i i i i i 2665 ----------------- ---------------- 41----------------- -----------------+1 ----------------- -----------------II----------------- -----------------+I----------------- -----------------I---------------- --------- N �Wa,W Q alu0 H 1 1 1 1 -----------------I ----------------- _ 00 ZH I I ?ow I �---------------- ----------------- m � Nvt9■rn ----------------- ---------------- ----------------- -----------------�----------------- -----------------1----------------- ------------------ ----------------- ----------------- I I I I Z Ix mQ�aOCWW ----------------- ---------------- I ----------------- I 1 ----------------- I ----------------- Ci NO�a�Z� Z ----------------- t----------------- -----------------1----------------- rt----------------- -----------------r Jane 7W 0 I a-�W O 2660 1 1 1 1 1 2660 0 N I I I I I REVISIONS ----------------- ---------------------------------- -----------------t----------------- -----------------I----------------- -----------------t----------------- -----------------r---------------- ----------------- No. Date Description I I I I I V I C) I I I I ----------------- ----------------1----------------- -----------------t----------------- -----------------I----------------- - ---------------- -----------------F----------------- ----------------- � I I I I Q I I I Q -�----------------- ---- I ----- -----------------�- EXISTING GROUND CENTERLINE --- -I----------------- ----------------- PROJECT NO.: ----------------- --- ---------- - I FINISH GROUND CENTERLINE 16214 (n I B co 2655 2655 DRAWN BY: z a m d) m dJ m d, m m �r t- �1 MSD O dJ �� f N O� f'� �ry M� 9) �� q �1 O� 1-m o t-� t- 1- r % .fl N U) �t •t 11 m CHECKED BY: 0 'D �� r OZ r ZZ Z� �� z� �� ZZ� � N N`fl C4 Ns0 C4 N�,z Zz0 N`fl N`� N`N N`fl N`� N�0 N`fl MSD © N N N N N N N N N N N N DATE: 01� 0+50 1+0'0 2+00 3+00 4+0'0 5+0'0 6+00 6+5o Plans Are Accepted For Public 1/20/17 0* Street Construction 19 By $term aria dming the ImProvWWd Pie, ft Rspletersd SHEET NUMBER O A M OVADO AVE . ROADWAY PROFILE "f °'�` that � � conform MW D'� T InVrovernerd Plens by the District does not MIM the Feplatered 30 O 30 60 q0 3 O 3 6 q lxeY elxxov■d � � �� „ �� C3.4 O Enpineer of these reap"IlIbllitIM SCALE: I"= 30'-0" VERTICAL SCALE: I"= 3'-0" BY DATE` ADA COUNTY HIGHWAY DISTRICT Cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GII\VI A SVW GO B A C SU-�V-Y1\G, C s �° ROADWAY LEGEND ��OySTE f4, �,s c, 15 x - - f� P I R� P � d Lu PROPERTY LINE QUO Q`�G RFO FF� RR 6 I R 6 PIRR � 'i994 s° LLJ Z - - - RIGHT OF WAY LINE LU U O Q ° EXI5TIN6 GONTOUR OF 9 Z 0 1040' PROPOSED CONTOUR l�yEW S•�� w 3 s J ; ° Digitally signed by Matthew S.Derr,PE o TC 1132.76t Reason:1000/o Submittal Set z 4 = s° �BC t132.2s SPOT ELEVATION Date:2017.01.2013:55:09-07'00' a Z M o J C7 s FLOW DIRECTION AND GRADIENT ° E M CY) 0 12 11 10 9 8 4 �� .o _ �, o 14 7 6 5 (� STA:2+58.34, 16.50'R t ( EXTENTS OF SEEPAGE BED L U M Z z+') ,� � � o Co �� E � c a� � 3o w s CR&TBRC:2666.03 (D . o o .= o n o L w 1 ° .Sacdc) c = Yco (o' �� o m.m 3 o0 N Lo o w m.- � ,�o z Cu STA: 1+36.07, 16.501E STA:2+00.00, 16.501E STA:2+58.68, 16.501E ° 1 CURB/GUTTER LOCATION m L L L p L CD ca Z CR&TBRC:2666.24 CURB AND GUTTER LOCATION J w J 3 X o Q TBRC: 00.00,9 CR&TBRC:2667.44 2,00% 2,00% 3 LL a co c� N t I :J STA:3+00.00, 16.501E << STA:4+00.00, 16.501E ■ • (0- TBRC:2665.61 TBRC:2665.92 STA:5+00.00, 16.501E STA:6+00.00, 16.50'L 3 SCORE JOINT (TYPICAL) N L TBRC:2666.33 STA:7+00.00, 16.501E STA:7+93.11, 16.501E °s 3 ° ° ° CW TBRC:2666.75 TBRC:2667.16 CR&TBRC:2667.55 s 1 EXPAN51ON JOINT (TYPICAL) W AG6E551BLE RAMP LOCATION WITH ® o ® 3 0 0,40% 3 ° DETECTABLE WARNING SURFACE N i 3 00 0 0,41% O ® s z C i 2+00 p + o \ -I 2 I- 4 Cn 4+00 ni 5+00 6+00 3 0 0,41% 3 ® NEW CONCRETE FLATWORK ° M 0- �- O 7+00 2 0 00 \ ® ° 0 0 0 I 3 cu o.40% 1 °o O 2 I 1 M "' I °S TBRC TOP BACK OF ROLLED CURB �;, 0,41% E. DIVIDE PASS STREET o •02 ° O o I 3 TA TOP OF ASPHALT o + cy s " ° s O 0 ° ° ° 0i 0.41% O z K N I c^^J o s s ° ° ° s ° ° ° Q`ti RE RIM ELEVATION o 1° o S O U 1 C) _ ' 'STA. 16.50'R ° ° N IE INVERT ELEVATION Z 4 CR&TBRC:2666.24 STA:2+00.00, 16.50'R STA:7+00.00, 16.50'R U TBRC:2667.16 CR CURB RETURN ELEVATION s TBRC:2665.99 STA: :26650, 16.50'R STA:4+00.00, 16.50'R STA:5+00.00, 16.50'R STA:6+00.00, 16.50'R TBRC:2665.61 TBRC:2665.92 " o TBRC:2666.33 TBRC:2666.75 STA:7+93.98, 16.50'R TYPE 1 CB#1 2 STA: 1+85.33, 16.50'R CR&TBRC:2667.55 4 RE 48.92 W s CR&TBRC:2666.76 N 2025.64 TYPE I GATGH BASIN z �- R.O.W.- E 3758.98 = STA: 1+85.68, 16.501E <� Copyright©2017 Z 3 CR&TBRC:2667.95 SG#1 All rights reserved. Reproduction or use in any form o 2 RE 48.92 orb an means without written permission of 2 2 3 3 EB/N 2025.64 1000 GAL SAND AND GREASE TRAP greckon Land Design,Inc.is unlawfuul and subject to 0 4 5 6 7 s E 3758.98 criminal prosecution. w a ° 1 1 ` BLOCK 5 9 10 � • •w s PROPOSED STREET LIGHT o 1 1 2.00% 2.00% 0 PROPOSED SIGN w ° Y T F - J 1 CD CD KEYNOTESLu w X X 1 ° CONSTRUCT ROLLED CURB AND GUTTER PER AGHD /r r n o O 2015 SUPPLEMENTAL 5PECIFICATION5 5TANDARD \L �+' N X X X X ° 2,00% 2.00% N X _X Lu X s = DRAWING 5D--702. T �I�IId<<9 << �I�IId<<9I�IId<<9 - - _� H10 oJ``II a I d,i R �"�� CONSTRUCT 5 ATTAGHED SIDEWALK PER AGHD 2015 O SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING w o SD-70q. CD J 10 3 CONSTRUCT PEDESTRIAN RAMP PER AGHD 2015 0 O SUPPLEMENTAL SPECIFICATIONSQ w STANDARD DRAWING I� DIVIDE PASS ST. ROADWAY PLAN 5°-,12", TYPE "H4". _ N N 30 O 30 CIO CONSTRUCT STREET SECTION PER . ° 10 ■ DETAIL I ON SHEET G3.6. z a G SCALE: I"= 30'-0" zowcD � 00 O � w � z cn Q > Q > Oo- CD F M CDm � � w CD 00 UJ 2675 Gi ED I I I I I I I 11 2615 5 + I I I ¢ � --------------- J ---------- ----------------- ----------------- ------------- ------ 00 > I - I I -- CD ------ Q- tL---------------i----------------- -----------------i- -------I----------------- -----------------i----------------- -----------------I----------------- -----------------i------------------------------------i---------------- ---- ¢ `O O 16 � I I I I I I I W Cu o --------- Y �10 ----------=----------------- -----------------T-. PVI STATION = 3+10.00 ------I----------------- -----------------T----------------- -----------------j----------------- -----------------7----------------- -----------------IF----------------- -- � PQ C-A Q �10 I I I I I I I 11 ICU I PVI ELEV = 2665.63 I I I I 1 o -------- rV ------------------4----------------- ------------------ K = 61.47 ----I----------------- -----------------4------------------ -----------------I----------------- -----------------4----------------- ---------------------------------- ---- q > E N II i i 50.00 VC i i i i i Q LJ Q 26�0 I I 1 I I I W 2610 > � Q > I I I I I I I Q W I I 0M I I I I I O W I I � t�0 M U) I I I I I L I I + Co 01 + co I I EXISTING GROUND I I I 5 ----------------- ---------------- ----------------- -----------------r---------- N --- -ter, ------ex N----I----------------- -----------------t- ----- -----------------r---------------- -----------------rt----------------- -----------------LL r--- L L� FINISHED GROUND II 6 � � alo U U � U ----------------- ----------------J-------- -------- -----------------L---------- ------ II----------------- ----------------- II --- -----------------III----------G74gr___ --------- I ---------------- -----------------L I +- af I - a s -�'4 I J J I I I I V----------------- ---------------- ----------------- - ------- ----------------- -- --------------I------------- -------------+----------------- -----------------I----------------- -----------------+----------------- -----------------N---------------- ---- D I I I I I I 2665 i i i i i i i 2665 T I I I I I I I ----------------- -------------- --- N I I I I I I I I I I I I I I Q T � woO ----------------- ------------ I I I I I = aLU12=F O 1----------------- -----------------r----------------- -----------------I----------------- -----------------T----------------- -----------------I----------------- -----------------7----------------- -----------------r---------------- -- HaO'F crNm � OF Q I I I I I I I Z mID 'CnZE at9aoCww ----------------- ---------------- ----------------- Ci '19nu Dili CI ID Ox p 2660 I I I 1 1 I 1 2660 U I I I I I I I REVISIONS N I I I I I I I No. Date Description I I I I I I I U (D I I I I I I I I I I I I I I ----------------- ----------------- ----------------- -----------------t I ----------------- -----------------I----------------- --- ----------------- -----------------I----------------- -----------------f----------------- ---------------------------------- ---- C� I I I I I I C� I I I I I _____ __________ ___ I ____I _________________ __ ________________ . EXISTING GROUND CENTERLINE B ! FINISH GROUND CENTERLINE ! 16214 (n 2655 2655 DRAWN BY: z n <t r r r r is is O N N m MSD O cv,� m� �r � �ry � � � � r aJ 1s >s o s9 .fl .fl .fl '6 0 .fl .fl`� .fl .fl .fl .fl r CHECKED BY: �� 'Z 'DQ �� Q �� er r 10 �r 10 ( , 1z � .fl 10 z s9 �`fl s9� z`fl �`� z`9 �`fl `fl .fly �`0 1z V © �c�v �c�v �c�v �N �N �N NN tVN �N �N �N �N C4N �c\v �N MSD DATE: 0+50 1+00 2+00 3+00 4+00 5+00 6+00 -7+00 8+00 a+So Plans Are Accepted For Public 1/20/17 0* O Street Construction Esser iarid m D ftt� � to SHEET NUMBER A DIVIDE PASS ST. ROADWAY PROFILE T 30 O 30 60 q0 3 O 3 6 q Pam end starderda Varlences«weNers must be apedncaly and C3.5 ovwwd Plans by the DbUlct does rat repave the lfp O EnpinBBr Of these reaponelbllPW& c- c3 SCALE: I„= 30-O VERTICAL SCALE: I„= 3-O BY DATE ADA COUNTY HIGHWAY DISMCT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT SAWTOOTH LAND SURVEYING, LLC SS\p14 A L ENG ok� �G\S T 44' R.O.W. � 1994 16.5' 16.5' J', �O 0 qTF OF ��P x 0 9TTNEW S•�� W 5 1/2' 5 1/2' Digitally signed by Matthew S.Derr,PE ° 14.5' 14.5' Reason:100%Submittal Set z PROFILE GRADE LINE 5°2� 1 2' Date:2017.01.2013:55:25 07'00' W / 2% /M - - -- -- W r, oN W o 0 - U C L } CJ .o c N rp a tu O] co LL STANDARD ROLLED CURB 2.5 INCHES OF ASPHALT PAVEMENT ° 2 0 S co AND GUTTER PER ACHD CONCRETE SIDEWALK _ N �` 3 W 4 INCHES OF 3/4 INCH MINUS CRUSHED � E - Co _ , Z SUPPLEMENT TO ISPWC PER ACHD SUPPLEMENT TO a) a`' 0 °' .F 0 r, m W AGGREGATE BASECU SD-702 ISPWC SD-709 0 z c "co o ` 0 14 INCHES OF 6 INCH MINUS UNCRUSHED w m.9 � W �0 oU o AGGREGATE SUBBASE m s o z = —0 o m.10 -c 3N z UJW C7� J 3 � L CD fU 0 . 3 � D- wcD N NOTES: _ W 0 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. W L 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. W m W a E . PEWTER FALLS DRIVE / E . DIVIDE PASS STREET / 1 a S . ROLLING HILLS DRIVE / S . MOVADO AVENUE TYPICAL SECTION Scale: l -�'- a U a z z 0 K U 0 1 = W 36' R.O.W. W " r 0 O w W 17.0' 17.0' W Z_ W Copyright©2017 z 1' 1' All rights reserved. Reproduction or use in any form °w or by any means without written permission of 'reckon Land Design,Inc.is unlawful and subject to p J15.0' 15.0' criminal prosecution. w �5, —�$' PROFILE GRADE LINE $' S'� 0 2% 2% x 0 LL W STANDARD VERTICAL CURB CONCRETE SIDEWALK ° AND GUTTER PER ACHD7 741NCHES ES OF ASPHALT PAVEMENT SUPPLEMENT TO ISPWC OF 3/4 INCH MINUS CRUSHED PER ACHD SUPPLEMENT TOSD-701 ATE BASE ISPWC SD-709 n ZES OF 6 INCH MINUS UNCRUSHED vJ H AGGREGATE SUBBASE T z ° NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ISPWC AND TO THE ACHD SUPPLIMENTAL SPECIFICATIONS. w < ° 2. STREET CUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. CD 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT OF WAY SHALL BE INSPECTED BY ACHD. o U K W CO 0 S . MOVADO WAY TYPICAL SECTION = 2 z � 0 Scale: I"=5'-O" ° G w Q:2 W z � O � ww � z o Q > > O � STANDARD ROLLED CURB 5-0" TRANSITION SECTION STANDARD VERTICAL CURB 0 Q F (ACHD SD-702) (ACHD SD-701) o c = 1 1� w 'yam FLOW LINE VQ PREFORMED EXPANSION JOINT MATERIAL O SHALL BE INSTALLED AT BOTH ENDS OF O Q o TRANSITION SECTION Q E ° Q N T C- /\ C CURB TRANSITION O '0 ISPWC SD-707 MODIFIED C) z N 6 a 10'W N a \ ZW 0— -0 H yt�t9W?tJ' Q O4 xLW NO a�Z� Z a� >o aom �ZOX O� C o U �w O dL N REVISIONS o. Date Description U Q pC PROJECT NO.: Q 16214 (n B DRAWN BY: z MSD 0 CHECKED BY: O MSD U DATE: N Plans Are Accepted For Public 1/20/17 o Street Construction �O C)By stamping and signing the improvertnent plena, the Registered SHEET NUMBER Engineer ensi the District that the plans conform to all District T Apandas and aproverda Ved by ariances Dist or waives moat be specifically of and C3.6 the krprovement plans by the District does nnrict In otgreliareett eRRegistered 0 Engineer of ttnese responsibilities. L I BY DATE ADA COUNTY HIGHWAY DISTRICT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT SAWT001-� I ANC SU-�V-Y1\G, I I C __ �\ ROADWAY LEGEND T #5 / �� ♦ o��'�� %STERF��tiF� 15 / 28 F� \ _ I \ ZONE AE PROPERTY LINE 22 A - - - RIGHT OF WAY LINE 1 a EXISTING CONTOUR ��lF OF �pP� 23 1 040' PROPOSED CONTOUR HEW S 0 NNW / ♦ T Digitally signed by Matthew S.Derr,PE > . - ZONE X ♦ O TC 1132.76t Reason:100%SubmittalSet z / ♦ F BC 1132.2s SPOT ELEVATION Date:2017.01.2014:48:31 07'00' TYPE IV CB # 1JI 24 ♦ w l ♦♦ Te FLOW DIRECTION AND GRADIENT E M o RE:2160.39 M 12"INV:2657.39 N:699928.24 / ♦ a) 0C o "o Z ' E:2467952.43 / BLOCK 2 Q25=0.61 CFS C 1$ Q100=0.85 CFS I® ♦♦ \ \ EXTENTS OF SEEPAGE BED UCLLI) a M m _ 5 10' @0.5% / 25 / \ y{ a° �� oo = �nN u _ s 1 a1 1 SDMH #1 1 / /�•l o a m 3 0 z 5° ° ° RE:2660.33 �/ \ v CURB/GUTTER LOCATION ° o a m N `o co -2 o SG # 1 I W W _° _ / ♦\ _ � • � •a�r : :: : 3LL0- Co CD RE:2660.74 12"INV IN:2659.43 ELEV A:2660.33 12"INV OUT:2657.29 /I W ° / \. CURB AND GUTTER LOCATION _ o - - / _ ■ N:699912.51 / Z _ELEV B:2660.23 2 W ° ° ELEV C:2659.83 12' 0 5o/a - E:2467969.87 a w / �O� //` SGORE JOINT (TYPICAL) N L ELEV D:2659.48 @ rj Q25=2.64 CFS �_ Q100=3.69 CFS $'SS W ° s EXPANSION JOINT (TYPICAL) SIZE: 1500 GAL. ° s ° _ I/V :. / BAFFLE SPACING:20 1 #4 I, 0 1 ,_ W / �j ♦N:699912.57 ° ° ACCESSIBLE RAMP LOCATION WITH , w E:2467952.38 ° s 6 36 @ 0.0/o s ° $ SS _ DETECTABLE WARNING SURFACE s °s NEW CONCRETE FLATWORK TYPE IV CB # 2 _ _ °- $ SS \ \ 26 / RE:2660.39 \/ SB # 1 ° ° \ s TBRC TOP BACK OF ROLLED CURB 0 12"INV IN:2657.39 \ TA TOP OF ASPHALT Q N:699896.90 FG:2661.00 ° WIDTH = 15' RE RIM ELEVATION E:2467952.33 I s LENGTH =141' I \ 1°° s° i o K Q25=2.03 CFS a DEPTH =8.5' ° s \ / Q100=2.84 CFS TOP OF GRAVEL=2659.29 0 ° / / IE INVERT ELEVATION 1 Z 25 26 ` BOTTOM OF GRAVEL=2651.29 \ ° /<2648 (9" 27° ME MATCH EXISTING ELEVATION BOTTOM OF SAND=2 / \° / / " GROUNDWATER EL= 2648 ° \ SS / INFILTRATION RATE=8 IN/HR \ ° ° 1 V100=6,772 CF / \° \ TYPE IV CB # 3 O / / s ° FIFE FINISHED FLOOR ELEVATION W w N: 699876.00 28' @ 0.5% RE:2662.40 �� z 5 12"INV:2659.40 Q TYPE IV CB#1 F E:2467974.26 TYPE IV CB # 4 N:699795.13 / � // TYPE IV CATCH BASIN Copyright©2017 RE 48.92 z RE:2662.39 E:2468356.37 (�' N 2025.64 All rights reserved. Reproduction or use in any form o or by any means without written permission of 20 7 140' 12"INV IN:2659.26 Q25=0.80 CFS ° 2 E 3758.98 Breckon Land Design,Inc.is unlawful and subject to 0 BLOCK / 12"INV OUT:2659.16 \ 1 Q100= 1.12 CFS SG#1 w J criminal prosecution. 10 / N:699772.79 / s ° / RE 48.92 1500 GAL SAND AND GREASE TRAP w 2 Q25 62.07 CFS \8334.31 �Ss / E 3758.98 Q100=2.90 CFS A s s a / o bo LU 23 3' @0.5% 5 s° 19 I 1 \ CD 0 6 °o SG # 2`z, / I / s / / 2 RE:2663.20 s° / Z ELEV A:2659.14 <J_ SB # 2 ELEV B:2659.04 IV ° FG:2663.69 ELEV C:2658.64 KEYNOTES Q Q w - - WIDTH= 15' ELEV D:2658.29 CONSTRUCT TYPE IV GATGH BASIN PER AGHD 2015 J H z - - - - - - LENGTH= 142' / SIZE: 1500 GAL. \\ w ° O SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING DEPTH=8.6' BAFFLE SPACING:20" SD-604A. INSTALL TYPE III GRATE PER AGHD 2015 W J S' s 0 x BOTTOM OF J I TOP OF GRAVEL=2660.29 N:699770.39 �� !N ° F BOTTOM OF SANDS 2650.1969 E:2468332.11 F �°F(�j \° \ SD 6 OASUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING r^ o _ C J w cn v� \ GROUNDWATER EL=<2648 TFR F > 1 TION 6200 \ INFILTRATION RATE=8 IN/HR 7 141' 'q��s, SAND AND GREASE TRAP PER AGHD 2015 /7 w N�699725.39CF S �R�VF SS 8 Q STANDARD DRAWIN6NBMP 01.INREERGTO STANDARD = o E:2468297.59 s ° ° DRAWING FOR ELEVATION A THROUGH D LOCATION. 18 � � � J ° GONSTRUGT SEEPAGE BED PER AGHD 2015 O STORMWATER DESIGN GUIDELINES SECTION 8200 Q G110.0 STANDARD DRAWING BMP 20, AND DETAIL I ON THIS zUJ d SHEET. DIMENSIONS, AS SHOWN. > i W AGHD IS NOW INSTALLING ELEGTRONIG MARKERS ON O s I EAGH CORNER OF THE FAGILITY. CONTRACTOR z O w _ SHALL COORDINATE WITH AGHD INSPECTION FOR C PLAGEMENT OF MARKERS DURING GONSTRUGTION AND CD < O °s BAGKF I LL I N6. AGHD 15 CURRENTLY SUPPLYING THE DEVICES. > Q 0- W i I PERCOLATIOIN TESTOPERFORMED BY UNTERED SOILS NGINEER F AFTER SEEPAGE TRENCH IS FULLY EXGAVATED. IF M s I PERCOLATION 15 LESS THAN SPEGIFIED BY THE SOILS w 17 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO w BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OGGUR OR REDESIGN THE SYSTEM TO AGHIEVE ' T STORM SEWER PLAN E . PEWTER FALLS DRIVE) THE REQUIRED INFILTRATION. u, 2 UJ CONTRACTOR SHALL NOTIFY THE ENGINEER O � O N 30 O 30 60 GO IMMEDIATELY IF 6ROUDWATER IS ENGOUNTERED ■ � SCALE: I"= 30'-O" WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION LIJ FOR ANY INFILTRATION FACILITY AND/OR IF IT IS Q CO HIGHER THAN ANTICIPATED. v J E MONITERIN6 WELL WITH LOCKABLE WELL GROUNDWATER DATA DERIVED FROM 6EOTEGHNIGAL Q COVER, 8" DIAMETER, WATERTIGHT REPORT PREPARED BY SITE GONSULTING, DATED O GALVANIZED STEEL COVER. SHALL BE NOVEMBER 2016. FLUSH WITH FINISHED GRADE. SEE PLAN GONSTRUGT OBSERVATION WELLS PER AGHD 2015 O 18" SHEET ORTII�STALLATION REQU R�MENTS. STANDARD DRAWING BMP 2L AD STANDARD ° I s 14 '` ' ' 1 u 9 O STORMWATER DESIGN GUIDELINES SECTION 8200 to z_ WRAP TOP OF TRENCH WITH TYPE I FILTER DRAWING DETAIL 06. INTERNAL WELL SHALL BE O FABRIC (ISPWG SECTION 2050). OVERLAP :E s INSTALLED 5-FEET FROM THE END AND EDGE OF THE w w w ^� w w w •• w w JOINTS MINIMUM OF 12" 20' FROM THE PERIMETER OF THE BED. PLACE THE z ° ° BED. OUTSIDE WELL SHALL BE INSTALLED A MINIMUM ° ,° ,°� , ° ,° ,° •• ,° PERFORATED ADS N-12 PIPE SIZE PER ,r I WELL IN THE SIDEWALK FOR PROTECTION, WHEN r V p 0 ONE ;; PLANS TYPE IV CB # 3 SB # 3 AVAILABLE. 7 _ _ RE:2664.83 FG: 2665.59 L 1.5"-2" MINUS WASHED DRAIN ROCK a g 12"INV:2661.83 WIDTH= 15' S INSTALL 12" 5DR35 PVG PIPE ® LENGTH AS SLOPE - - s U) 3 ` ` N:699370.46 LENGTH= 121' O LISTED ON PLANS. > o " WRAP TOP AND SIDES OF TRENCH WITH ° TYPE IV CB # 4 DEPTH=8.5' O w N 0 .. ao I ° Q 5= 1.06.63 TOP OF GRAVEL=2662.72 O INSTALL 6' OF 18" SOR35 PVG PIPE ® 0.0%. Ch >.m 12 w m z0 �0 ;; �° TYPE I FILTER FABRIC (I.S.P.W.G. SECTION <s ° w `--� RE:2664.83 Q25= 1.00 CFS W N a Q LL g o o o o o o o o ,, 2050). OVERLAP JOINTS MINIMUM OF 12 . s °1 ° 1° s 12"INV IN:2661.69 ° =s Q100= 1.40 CFS- BOTTOM OF GRAVEL=2654.22 EXTEND I' INTO SEEPAGE BED. = c o o F o W a 0 e e e�� ° 1 ° BOTTOM OF SAND=2652.72 T� ° y"ui "zcr ® mob `4� •• o / 12"INV OUT:2661.59 1 �+ w m c C o Q =� w w�b�b�6�a�a-ww ww �^6a / W W W W W W N:699339.13 -GROUNDWATER EL=<2648 INSTALL 18 PERF PIPE ® 0.05i�. LENGTH AS SHOWN Q O= wo E:2468196.15 - •• W W N W W INFILTRATION RATE=8 IN/HR 7 ON PLANS. '^ a v o m- o E. DIVIDE PASS STREET 28' @ 0.5% V100=5,839 CF N m a W W ° - - - _ Q25- 1.30CFS 5 >o acm c� •• Q100= 1.82 CFS - - - _N:699338.65 _ INSTALL BORROW DITCH PER PER AGHD 2015 N o o u Z Z E 7 o =o ;; SSrr8 SS..8 SS 8 S 6 E:2468264.80 O STORMWATER DESIGN GUIDELINES SECTION 8200 a Z>.W o Z C t,0 PROVIDE MINIMUM OF 18 OF GLEAN ASTM 3' 0.5% 1 S "8 O I SS"8 STANDARD DRAWING DETAIL O8. v O _ DO000$�o$�oo$ 000 ;; $�o G-33 SAND THROUGHOUT THE BOTTOM OF LU @ 5 INSTALL SAND WINDOW IN LIEU OF BSM WIDOWS. w o `m^�`mb`mb`m^6�m�6bm�bmw�`m�`m^�m i `m^6b c SEEPAGE BED. > 1 1 ° ° s 3 _ REVISIONS z •• BOTTOM OF GRAVEL BED. ° „ Q 2 No. Date Description Z 00 == OVER EXGAVATE TO FREE DRAINING _ MATERIAL AND BAGKFILL WITH ASTM G-33 - J SG # 3 � `O PER PLANS == SAND. (ISPWG SECTION 801) J RE:2665.64 = °s � ELEV A:2661.57 B •• 0 ELEV B:2661.47 v - MINIMUM HIGH GROUNDWATER LEVEL, FIELD [1) Z ELEV C:2661.07 PROJECT NO.: VERIFY t J ELEV D:2660.72 r�1 B 00 J SIZE: 1500 GAL. 16214 �J J NOTE: 0 BAFFLE SPACING:20" DRAWN BY: z 0 I. GONTRAGTOR SHALL EXGAVATE A TEST PIT AT ALL SEEPAGE BED LOCATIONS TO CONFIRM °1 N:246819 .1 MSD O THE DEPTH TO FREE DRAINING SOILS AND GROUNDWATER IN THE PRESENCE OF THE 2 3 E:2468196.11 O •+ 5 6 CHECKED BY: _0 LANDSGAPE ARCHITECT PRIOR TO CONSTRUCTION. ( , MSD 2. GONTRAGTOR SHALL PROCEED WITH MODIFIED SEEPAGE BED CONFIGURATION (GONFIGURED V TO MAINTAIN PLAN VOLUMES) AT THE DIRECTION OF THE LANDSGAPE ARCHITECT. a BLOCK 5 DATE: 3. IF GROUND WATER IS LESS THAN 5'-0" TO THE BOTTOM OF SEEPAGE BED, GONTAGT 1/20/17 C* LANDSGAPE ARCHITECT IMMEDIATELY FOR REDESIGN. SEE SOILS REPORT FOR ADDITIONAL Plans Are Accepted For Public INFORMATION. Street Construction C) 0 4. SEE KEYNOTE 3 ON THIS SHEET FOR ADDITIONAL INFORMATION ON SEEPAGE BED DESIGN AND STORM SEWER PLAN (E . DIVIDE PASS STREET SHEET NUMBER Oa INSTALLATION REQUIREMENTS. Er i eir and e D Reams A � er�,res use Dlearcc that me IPA canrorm to ell DleMct SEEPAGE BED walvm� N 30 O 30 60 GO rrproverr�nt pmns by the D�tria does not r�eNeve the �p�red PAY aivo"d by ft DisM in writing A008i of the C4.1 o NO- TO 5GALE SCALE: I"= 30'-0" Enptreer of it�eee reapor�elbllitles 0 l BY DATE ADA COUNTY HIGHWAY DISTRICT c11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR (, INAI `� -�V� C A SVW VO A A C SU-�V-Y1\G, C �J 4"PVC SERVICE 4"PVC SERVICE 4"PVC SERVICE (y/ a 4 1 MAIN STA: MAIN STA: MAIN STA: BLOCK 2 r\ / �SS��Nsr f�cy 19+84.41,0.00' 20+65.07,0.00 21+41.07,0.00' \ \ / UTILITY LEGEND p� F,G� ERF FF 25 w w 11 40'@ 2.00% W 4 1 40'@ 2.00% 40'@ END.00% U o \ \ •Y / RIGf IT-OF-WAY LINE ° s s INV.@ END: INV.@ END: @ S o o INV. END: INV. B-5 2655.14 2655.78 2656.16 W �/ / 994 I @ W W W o N W �� •/ / �� _ x x EXISTING FENCE /-,�-/7 w 2 E. PEWTER FALLS DRI, w ° U�� 9 2 a � o_ � � � �'••� Ex-SS EXISTING SANITARY SEWER MAIN �9p --19 {� 8"PVC 20+00 3 w ° •w W6" 6" DOMESTIC WATER MAIN IL F 8"PVC SSMH B-6 _ � ° 1 4 IN T �• ` � � �•, yEW S• w / W1,5" 1.5" DOMESTIC WATER SERVICE o 9 168° s W Digitally signed by Matthew S.Derr,PE z �° w 4 s / _ 4"SS 4" SANITARY SEWER SERVICE Reason:100%Submittal Set o s° • �p EXISTING STUB B s 21+00 2 w Date:2017.01.20 13:55:40-07'00' • 5 / 1 • 8_P C W / 8,SS SANITARY SEWER MANHOLE w VV a w w M s ° 21 ° ems` s �� • \ _ o z \ r _ TOE_ ' o \ / s < 22 0 SSMH B-7 /� \ \ TOE-` ® DOMESTIC WATER VALVE �� 4 \ 26 / I v �/ • • s G� /' '°� t� DOMESTIC WATER METER .o o Co a c M z _ QB DOMESTIC WATER BLOWOFF Q1 9. 0❑ = o cb ^ N L ; 1 G O o\o �• w (Ina v oo N U o s 1 4 U \ s �� < � �w � � o E o s W O 1 Q �Q 0� ��' / 5mom.mm 3No (off z KEY NOTE LEGEND • • • • • • 3LLa w o cd U _M N O INSTALL 4" SANITARY SEWER SERVICE ® 2.0% SLOPE PER o STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF ? ° \° / • 1 4 • S�� / s MERIDIAN SUPPLEMENTAL SPECIFICATIONS. Lu 8•• SEWER PIPE SHALL BE BELL AND SPIGOT, PVC, 5DR35 w 2 L 17� Q- / ° O MEETING ASTM 3034 AND DIVISION 500 OF THE CITY OF 22 G� °\ Ac \ / O / MERIDIAN SUPPLEMENTAL SPECIFICATIONS. N S �' \ - z BLO K w GgQ g�09�\0 1 �XOD 2 3 INSTALL SANITARY SEWER MANHOLE PER DIVISION 500 OF �� • O THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. m �`1 @�02, PROVIDE REQUIRED SEPARATION, SEE CITY OF MERIDIAN J 3 O SEWER NOTES 2 8 3, SHEET G I.I AND DIVISION 500 OF THE F J CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o K = 2 19 • 3 / I CONNECT TO EXISTING SANITARY SEWER STUB. , U, �4? � O 7S 00 5 COORDINATE CONNECTION WITH CITY OF MERIDIAN. FIELD z s �° s 4-^moo-CO o O" O VERIFY EXISTING 8 MAIN INVERT ELEVATION. PROVIDE w J SSMH B-8 w \ ,U= M�N�v=�,� WATER TIGHT BOOT AT NEW CONNECTION. IF INVERT 1%" X \ Q ry AND/OR LOCATION IS DIFFERENT THAN LISTED, CONTACT ° s 24Xoo �ry � BREGKON LAND DESIGN IMMEDIATELY. F w U) X I'V \ O INSTALL "T" TYPE GLEAN OUT PER STANDARD DRAWING 51 w s 6 AND DIVISION 500 OF THE CITY OF MERIDIAN Copyright©2017 All z rights reserved. Re roduction or use in an form o I V m \ SUPPLEMENTAL SPECIFICATIONS. or by any means witphout written permission of o F. AF �\ \` 1 4 s Breckon Land Design,Inc.is unlawful and subject to o\ �TFR F \` ° — — criminal prosecution. w w Q 4"PVC SERVICE �14 W 1 4 MAIN STA: • ° R/ w w 23+88.24, 0.00' \ �F 2$X 0 3 2 W W o 18A 29'@ 2.00°r° 4 152• INV.@ END: ° • g PVC 2657.49 w o • z w SSMH B-9 4 z 2 4"PVC SERVICE 4"PVC°SERVICE o W MAIN STA: 1 MAIN STA: T o I s 25+05.34,0.00' a H PROPSOED STUB F < 0p 3 29'@ 2.00% 2531'@ 2 00 1 CD \ 8"PVC INV.@ END' INV.@ END: w 2: o 6 ° 2658.10 2658.48 ♦ /� o CD o Q w o Lu TPEWTER FALL DR. EWER PLAN o S S = p�NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE N 30 O 30 60 cf 0 Q o w a w SCALE: I"= 30'-0" z0 z00 I I I I EXISTING GROUND j O W 2665 i I I 1 i 1 2665 -� I I I I I Z I I I I I I -- Cl) I I I I --------------- ------- FINISHED ---------------- ----------------- ----------------I----------------- FINISHED GROUND -- - i - i ------ - i —`-------- -----------------i-- ------- I � > o W Q 0 --------- ----- ---- -- ----T --------- ---------- --4----------------- - - --- ------------------ -------------------- --- ----------------- ----------------- ------ rn ---------- I I I Z I p In p F I1 I 1 1 N ------- --- ----------- LL -------------- I I o b w I I I I � N 00 (0 N 1 = U O UJ 2660 ILL vN 0 mM > >U 2660 ILL = Zo O wLO o NN -- ------ ---- -- ----------------- ---------------- ----------------- - Z LLa0 O — O Z ZO ----- o > > -—— -----------------*----------------- —————- > > ———————— L L CD O NNN W 11 V N I I (D (3� > > I �' Q' M ((0 I (n W H � a N LL co co eo O N I— I I I; m N Z Z I 2 W N N U U I (A (q (n eo co --. ILL v N ---- ---- —L----------------- ----------------J------------ CO C9 --1----------------- -----------------I > > --- -----------------1----------------- ------ ------ O NNN I— rNZ O I 1 2WNN j > I U) W �— d 1 m I I I e0 �p I O rr 0— � oZZZ p ----- ---- ppm � � Z Z I 1 07 W U) g � tZ I I I I I `;� mMOZ_ Z_ Z_ Z = wC (C°.lU U I I I I I mLU 10000 U gd d I I I I I = w N > > > > ---- - W W H - - - -- ----------------- -----------------I----------------- - - -- ----------------- -----------------I-- - ----- ----------------- ----------------- --------- - --- ------- 2 /� E o a- b- � (I U) U) U) Ebo � < cnw _ 2655 � � � � o0 coo 0D CO I I I I 1 2655 I I I I I W --------- ----- - ---------i ----------------- ---------------- i----------------- - -------------- i------------------ -----------------i E § - - 0 i O co I I I I I I o uJ N I I I I I I C LH ILL 4 1 1 1 1 1 I �p IL V N I I I I I I p --- o N ----------- ----- - ---------T----------------- ------------------j------------------ -----------------T----------------- -----------------j-- - ------------ -----------------T----------------- --------- - ----- ------------- U) : rZ O L o7 mWz > I I I I I C) z W + (° U U i i 1 1 127.63 LF OF 8' PVC @ /o 0.40 H W N z 0 2650 07 3: Q g a h I I I �� 167.28 LF OF 8"PVC @ 0.40% I 2650 X W H _ = = W rn rn fY 0 co I I 0.40% I I f— I 150.23 LF OF 8"PVC @ I I Q - - ---------L------------- ---------- ----------------- - --------------- ------ -----------------L---------------- - -------------- -----------------L---------------- f— 0.40% I I 1 183.36 LF OF 8' PVC @ 1 H ° I I I I I I Of �W�W `0 3.00 LF OF 8" PVC @ 0.40% .31 LF OF 8"PVC @ 0.40% --------------fi_________________ I I I •p amp= W I1 I1 I1 I1 II I II �/� p �mma>Ca-Va UJ OF U. ----------------- -- ----------------- ------------------ ---------------------------------- ----------------- ----------------- ---------------------------------- ----------------- ----------------- ----------------- ---------------- m Nvneu � 5 z 91—9m Q 9xIW ------ ------ ----------------- ----------------- ---------------------------------- -----------------+----------------- -----------------I----------------- -----------------+----------------- ----------------- -------------------------------- Janv�7W z I I I I I I a?0w O 0) 2645 1 1 1 1 1 1 2645 NI I I I I I I REVISIONS QQ I I I I I I I No. Date Description --------------- m I I I I I I I U I I I I I I I V -C I I I I I I I CID I I I I I I I %� --- ------- ----------------- ---------- ---fi- EXISTINGGROUNDCENTERLINE ------------- -----------------rt----------------- -------- ---j- -------- -----------------7----------------- -----------------�---------------- �E IDIAN -- APPROVED FOR PROJECT NO.: Q j FINISH GROUND CENTERLINE I IDAHO 16214 (n B co 2640 2640 CONSTRUCTION DRAWN BY: z These plans and/or specifications have been reviewed for MSD O m — O O m a� O �t N �?'_ m — n?O n? compliance with Meridian City Standards and Specifications.o N M ry `fl M Q `� p Y p CHECKED BY: rt %Q z 0 o 1z s9 0 �9 s0 .t1.0 `i1 N 1z �ry Z z .tl m .t1.9 �m `fl m Z'Z �.0 0 IQ � Zz 1 � This review does not relieve the owner, engineer, or contractor > N N s0 sD 19 N �0 MSD © N N N N N N ry N ry N N N N N ry N N N N iy N N N N N fy of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 laws, rules, regulations, ordinances, development agreements, 1/20/17 specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall o not be construed as approved unless specifically addressed SHEET NUMBER A PEWTER FALLS DR. SEWER PROFILE in writing by the City. Any proposed revision to these plans must T NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE be submitted for review and compliance with the Meridian City C5.1 30 0 30 60 CIO 3 0 3 6 q Standards and Specifications before said revision is constructed. 0 C- SCALE: I"= 30'-0" VERTICAL SCALE: I"= 3'-0" Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GINAV� A SVW GO B A C SU-�V-Y1\G, C %\ _ UTILITY LEGEND ASS' /F ONAL � \STE �, 'Y AEG— — — — —EG91 TOE — — — — RIGHT—OF—WAY LINE , 81G— TOE ` \FG 11 y�4 TOE X X EXISTING FENCE un /--)p-/7 o 0 TOE el �O �OF Te \ EX-SS EXI5TIN6 SANITARY SEWER MAIN �9TF OF �TOE 16 \ W6" 6" DOMESTIC WATER MAIN 9lTyEW S �� z TOE 1 / �� Fc W1,5" 1.5" DOMESTIC WATER SERVICE o ■ 8� Digitally signed by Matthew S.Derr,PE z TB 4"SS 4" SANITARY SEWER SERVICE Reason:100%Submittal Set o TB Tp 8"SS 8" SANITARY 5EWER MAIN Date:2017.01.2013:55:58 07'00' w a SS SANITARY SEWER MANHOLE 0 E o L 0C C U r Z ® DOMESTIC WATER VALVE U jo Qw DOMESTIC WATER METER 0)L �_ C --0 CU m Its 3 Co 0 9( L ' E'n fC6 CID M N (a W NW 0O 'E 000N C7 - w �p Q DOMESTIC WATER BLOWOFF -0 m �\ C: L) = a)ob0 � � o m 6 o of U W m.o � ' a �ooN o 0 s O Z KEY NOTE LEGEND � � ` ` � 3N � `�_ 0 UJW C7� J 3 . L CD a7 0 . . . . . . 3 U. W Co CD 0 w BLOCK 7 INSTALL 4" SANITARY SEWER SERVICE ® 2.0% SLOPE PER CD L 5 6 O STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF o MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 7 Q SEWER PIPE SHALL BE BELL AND SPIGOT, PVG, 5DR35 , MEETING ASTM 3034 AND DIVISION 500 OF THE G I TY OF N 4 w MERIDIAN SUPPLEMENTAL SPECIFICATIONS. N > ¢ v o INSTALL SANITARY I TARY 5E WER MANHOLE PER D I V 151 ON 500 OF o LL w co- N nj UJ M oi U) L6 g W C'� Q THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. m >< OOZ 08 � � Ov CD N U) ZO Vv0 CC/ o g + o Z U Q N PROVIDE REQUIRED SEPARATION SEE CITY OF MERIDIAN �" @ a N - > g + M > ��v o O SEWER NOTES 2 4 3, SHEET C L I AND DIVISION 500 OF THE >Q+ z N N - ��'o 00o CITY OF MERIDIAN SUPPLEMENTAL 5PEGIFICATION5. o K ° N M �V = 1�N 4_� INSTALL "T" TYPE GLEAN OUT PER STANDARD DRAWING 51 1 4 w 2 ��x_U @Jo)' O AND DIVISION 500 OF THE CITY OF MERIDIAN , w s 1- 1 4 � N� a ' N SUPPLEMENTAL SPECIFICATIONS. " F 1 4 ° w 0 WSW W W W W W °S ° 1\ 1 4 z 4 W 2 SSMH B-11 SSMH B-12 w W SSMH B-10 7+00 \ " Copyright©2017 2 ° z + $"PVC $" PVC 28X \ All rights reserved. Reproduction or use in any form o 00 or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 $"PVC FALLS DRIVE 174° `90° �0 156 g 3 criminal prosecution. J E PEWTER . 1 ° 3 4 3 w W �c w S II o 1 z Y w 0 U o 0 o LU 1 29xo > � � ow �� w LUnzco U) -z 6"PIRR z Q Z >0 CC01 ; \ 2�x 10 \y �^ 10 H a� N"' z O PROPOSED STUB B 3S T �,J J a � Z z 0 2 > ° w O F 0 C Q10 Q J0 E . 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CHECKED BY: 10� 1z� � 1z This review does not relieve the owner, engineer, or contractor ( 1 © N N c�V N N of the responsibility to design and/or construct those facilities MSD v in compliance with all current applicable federal, state and local DATE: J 26+00 27+00 28+00 2a+OO laws, rules, regulations, ordinances, development agreements, 1/20/17 specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall o not be construed as approved unless specifically addressed SHEET NUMBER A � E . PEWTER FALLS DRIVE SEWER PROFILE NOTE: STATIONING AND PROFILE ARE in writing by the City. Any proposed revision to these plans must T ALONG THE CENTERLINE OF THE be submitted for review and compliance with the Meridian City C5.2 G, 30 0 30 60 CIO 6 Cl3 O 3 Standards and Specifications before said revision is constructed. 0 I I I I I I I I 1 111 10ENTERLINE) SCALE: I"= 30'-0" VERTIGAL 5GALE: I"= 3'-0" Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GII\VI A SVW GO B A C SU_�V-Y1\G, C Il I x w �SS�ONAL Nc E ,y •., 6 PIRR PIRR 6x P UTILITY LEGEND RFC � � Q�oF ��G\STER�,o FF� 4 1 / LU — — — — RIGHT-OF-WAY LINE 1 r O UJI 4 x x x EXISTING FENCE q I I �� w W � I-�o-I o a •I 0 EX-SS EXI5TIN6 SANITARY SEWER MAIN �9p P p CO x W6" 6" DOMESTIC WATER MAIN '9lT of �� Z RR � 2 °� W1,5" 1.5" DOMESTIC WATER SERVICE yEW S o J Digitally signed by Matthew S.Derr,PE z � 4"SS 4" SANITARY SEWER SERVICE Reason:100%Submittal Set o Date:2017.01.20 13:56:12-07 CM '00' Lu > 8"SS 8" SANITARY SEWER MAIN 00 M �. ►- o r r r r � Lii o S w Q! 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FIELD w N > g + � > > � `° " > `" > � + �_ > � rn � > "' > � � r` > "' > � + ;� > N VERIFY EXISTING B" MAIN INVERT ELEVATION. PROVIDE z a 0- MNZ 0- 04Z d � NZ � NZ d � NZ 7� _ WATER T16HT BOOT AT NEW CONNECTION. IF INVERT Copyright C 2017 AND/OR LOCATION 15 DIFFERENT THAN LISTED, CONTACT Z All rights reserved. Reproduction or use in any form ° r r IN M LO BREGKON LAND DES16N IMMEDIATELY. or by any means without written permission of 20 O Breckon Land Design,Inc.is unlawful and subject to O J j� criminal prosecution. w J °~ Q o ° I ,� 1 N F ° w w 6 PIRRx _ _ 6 PIRR _ _ 6 PIRR_ Q w x x x x x x x T10 H CD N w z Q � w U ROLLING HILL DR. EWER PLAN 0 O G S S NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE s Z■ w 30 O 30 60 CIO Q ° w G SGALE: I"= 30'-0" zoz � O '-'� J 2670 26-10 ., C J I I I I I Z Z II I I I Cl)------_ ____ ___ _-----4------------------ -----------------4---------------__ -----__----------4--------------__ _-__------4__------__------_ -----------------_ Q w I I I I I I I I I I -------- ------ --------- ------ ----------------- -----------------L----------------- ----------------�----------------- -----------------T-------------- EXISTING GROUND----------------- ------------------ ------j--- > Q I I I I I I I I I I I O V -------- ----- ----------------- ---------- ------- ----------------------------------- ----------------- ------ ------------------------------ -I----------------- ------------------ -------I----------- I I I I I J� F ---------------- -----------------4----------------- -----------------L----------------- ----------------�---- ------ -----------------�----------- -------------- - --- --- ---------- -----------;----------------- 00 z i I z I UJ 2665 I I I I I I o c� 1 2665 D �+ J I I I I I LL I L Q -------- ------ ----------------- I FINISHED GROUND --------------1 ----- -� ---- --- ---------- ---------------- 1 ----------------- I LL LO LO CUD,) 1 L J O N N H I N Z Z = 1 ----------------- -- --- -- ----- -----------L---------------- o ink0 _ ------ -----------------L----------------- ---------------------------------- ------------- v- - O ---- ----------------------------- �r 1 rn rn C I I N ❑ + �° Z Z Z I m D I I I ❑ rn �- - I L.� 0 ----- �- ----------------------- --- _----------------------------- - w c M O ------ ------------------------------------ ----------------------------------- ---------' 2 W N U U U --- -----------------I----__. w (0 (D N I I � � Q dd 0_ I Q W O I O NN I I U) W H � : _ _ 1 EN - --- ----------------- -----------------�----------------- o . ❑ I I UJ U1 ao co ao 1----------------------------------- ---------------- ----------------- Q O I I tO� > > > I I i I Z N I I 0 ❑ � Z Z Z I I I I o 2660 0 w N - U U U o 2660 L I 1 = W N > > > I I I I LO p N I I U) WI d_ d I I I I ❑ ILL N O O w (nZ N I I U) WU) - = I I I I m ILL0 N co 00 I I I I I I oy ❑ LL 00 00 00 � I I I I I I I �? v0 LLv v v N .--- ----------------- ----------------------------------- ------------- - ---- ---------- ------------------------------------ -----------------I----------------- -----------------� --------------- -----------------I--- ❑ 'n � > H O N N N H I I I I I I I U ❑ + L Z o ❑ I I I I I I I 0 W � - - ZZZ O I I I I I I I aw � N > �/� o > > > > ------ ----------------- -----------------r----------------- ------------- - ----------------- -----------------r----------------- -----------------I----------------- -----------------t --------------- -----------------1- O Q � d vJ m + o Z Z Z Z I I I I I I I � W H _ L m � � (a - I I I I I I I drnrn Y � - = W N> > > > ---1----------------- -----------------L----------------- ------------- - J----------------- -----------------L----------------- ---------------------------------- -----------------1 --------------- D cCl)WI a_ � a I I I I I I 2655 rn Ln Ln 00 °° °° °° I I I I I I f— 1 2655 T I 119.11 LFOF8"PVC @0.40% 1 --- ? ------1----------------- -----------------L-- -----------------L----------------- I ---------------1 I uJ ----- ------- ---------- �p1 O N M i 1 306.42 LF OF 8"PVC @ 0.40% i i . 46 a IV o 2 w Q ----- r> � -----H----------------- -------------------- --------I-- ----I---- _ �auiZt- O IL °o c4 I I I I I I �, OL➢O�OzIr Q ❑ W -- =! Q ------ m O N ~ -------� -- 1 -----------------I I I I Z W� Z�H U) - q > i i i i i i w�/ - m>a�acm _ _ C Zw C U U 200% I I I I I 4a>. 7w 2650 x w > > i 237 p0�F OF 8"pUG @ I i i i i i 2650 U Z Lu WU) (nW °o °D I I I I I I I O N I I I I I I REVISIONS I I I I I I I No. Date Description 0% I I I I I I I U 2.0 I I I I I I I v ----- 300CID LFOF8„pVC @ ----�----------------- -----------------r----------------- ----------------�----------------- -----------------r----------------- -----------------1----------------- -----------------i----------------- -----------------I----------------- I I I I I I I ____] -------------------------- -----------------L----------------- ----------------J---- ----L----------------- -----------------J----------------- -----------------1----------------- -----------------I----------------- %� -- ------------------t--- --------- --- ------i------------------ ---- ----------- EXISTING GROUND CENTERLINE ----------- -----------------I---- ---------- ---- --------- - -------I----------------- C�E IDIAN -- APPROVED FOR PROJECT NO.: Q IDAHA 16214 (n B C 2645 I FINISH GROUND CENTERLINE I 2645 CONSTRUCTION DRAWN BY: Z n - These plans and/or specifications have been reviewed for MSD NZ � �`!r 1'n !� -a) �m �cQ n?m `flab Ui mm '0d) rm Q O o cV cV m M q M �t It u� u� M t- compliance with Meridian City Standards and Specifications. CHECKED BY: C) � % �'Z O'D � N � � 'Z 1 1z This review does not relieve the owner, engineer, or contractor > cv cv N 1 MSD © cV N N N cV cV N N N N N N N N N N N N N N N N N N of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J c1+50 10+00 11+00 12+00 13+00 14+00 15+00 I6+00 1'1+00 laws, rules, regulations, ordinances, development agreements, 1/20/17 O� specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall o not be construed as approved unless specifically addressed SHEET NUMBER A ROLLING HILLS D R. SEWER PROFILE in writing by the City. Any proposed revision to these plans must T NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE be submitted for review and compliance with the Meridian City ��.� 30 0 30 60 CIO 3 O 3 6 q Standards and Specifications before said revision is constructed. 0 c- SGALE: I"= 30'-0" VERTICAL SCALE: I"= 3'-0" Name Date Cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OU GIUV V� CU A SAW CO S AUC SU V-Y1\G, C _ 5QSg\O E�N,ocUTILITY LEGEND- \STERAIaJJ x / ti�cF� X X X X X X x RIGHT-OF-WAY LINE :1 1 0994 U x x EXISTING FENCE 1p 0 EX-SS EXI5TIN6 SANITARY SEWER MAIN 4 1 / F OF s' W6" 6" DOMESTIC WATER MAIN '9lT �� yE W S• w W1,5" 1.5" DOMESTIC WATER SERVICE o Digitally signed by Matthew S.Derr,PE z /°/ • / 4"SS 4" SANITARY SEWER SERVICE Reason:100%Submittal Set o S' �p 8"SS W SANITARY 5EWER MAIN Date:2017.01.2013:5625 07'00' w SANITARY SEWER MANHOLE -5o o r N co LO C ti v ® DOMESTIC WATER VALVE ° Cal DOMESTIC WATER METER L �_ c a°N° M� 3 0 0 W v o U_ o o U o o _U o o CU o co v o DOMESTIC WATER BLOWOFF a) CU o o o^ GD L o W W �7CD > QOOZ � > QOpz � > QOOZN > Q � pzr- > QpOzN > QOOZh > QpOZN mU � U.2 — �Obrd 100 0 11D/ � H o tYH o tYH o � H o <YH oW N <YH o W o � � o w m.9 � mEL swoN Z o /��// S 0i cd U c c Y I..f_ LLIIn � NW � W (n � NWm WlnuCj WM W (nuj Wti W (nrtj W (n Oi N O N p (V CV W (n L CV W — c o m.m c Cu ca o f�0 4 1 � zu? �� zu? �� zu' �co � zu' �co � z � Uco � z � Uco � z � U� UJWco- J 35 L cwo > Q � �> N > Q "t N > 0 N > (0b N UQNv N > 00 N > Nr N KEY NOTE LEGEND r > +b5 0 + bz d � + oZ ag + oZ > � + p > > � + o > > � + o > 3iiW w (� N � � � � 0 � � z o � � z 0 :3 � z 0 w V a INSTALL 4" SANITARY SEWER SERVICE ® 2.0% SLOPE PER CD z 1 4 O STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF o 1 4 1 4 1 4 1 4 MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �t� SEWER PIPE SHALL BE BELL AND 5PI60T, PVC, 5DR35 , I ° MEETI N6 A5TM 3034 AND D I V I51 ON 500 OF THE G I TY OF w W W w W W w ° w W W W w W w w MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ° 3 •o \ S. MOVADO AVENUE g 4 I I 5 0 INSTALL SANITARY SEWER MANHOLE PER DIV151ON 500 OF 6 11+00 as 12+0 13+00 14+00 15+00 Q THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o 8"PVCI I8" PVC i PROVIDE REQUIRED SEPARATION, SEE CITY OF MERIDIAN PROPOSED STUB C O SEWER NOTES 2 $ 3, SHEET GLI AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o a INSTALL "T" TYPE GLEAN OUT PER STANDARD DRAWING 51 x ° � T O AND DIVISION 500 OF THE CITY OF MERIDIAN ' W d<<9 6 P I R R 6 — 6'xP I R R SUPPLEMENTAL SPECIFICATIONS. �I ° I 0 ° ~ O F N x w 3 W 3 Copyright C 2017 7 = I I ° O Z ti All rights reserved. Reproduction or use in any form o rl 1 4 1 1 or by any means without written permission of 2 °a I Breckon Land Design,Inc.is unlawful and subject to 0 J zi O I criminal prosecution. w I° a w I r w Q I— Q I 6 �04 ° o Wz I _ w 4 1 J W x Q = ° K LL ° w •I Q I I w Z 0 10 'W 4 x T w H I z w a> Z w z w _ Q 10 :W Q _ w U M VAD AVE . 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CHECKED BY: 0 ND � NZ 1z\D Z 1z 1 This review does not relieve the owner, engineer, or contractor 'Z N ' N�0 �0 �9 �0 N �0 MSD © N N N N N N N(N N N N N N N N N N N N N N of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J q+50 to+oo Il+oo 12+00 13+00 14+00 15+00 15+50 laws, rules, regulations, ordinances, development agreements, 1/20/17 cp specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall o not be construed as approved unless specifically addressed SHEET NUMBER A � M O VA D O AVE . SEWER PROFILE in writing by the City. Any proposed revision to these plans must T NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE be submitted for review and compliance with the Meridian City C5.4 G, 30 0 30 60 CIO 3 0 3 q Standards and Specifications before said revision is constructed. 0 c- SCALE: I"= 30'-0" VERTICAL SCALE: I"= 3'-0" Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GII\VI A SVW CO S A C SU-�V-Y1\G, C V 1 4 X 1° 1 4 UTILITY LEGEND o� SS�\ST � �`' �\ST ER ti 1 ° 15 P I R A P I R R 6 I R W - - - - RIGHT-OF-WAY LINE o w 6 P I R R z X X EXISTING FENCE ��_�� w W s o s > _(S Q EX-SS EXISTING SANITARY 5EWER MAIN �9TF OF Q 2 Q W6" 6" DOMESTIC HATER MAIN qll �� Z yE W S 21 J ; W1,5" 1.5" DOMESTIC WATER SERVICE Digitally signed by Matthew S.Derr,PE o O 1 4 4"SS 4" SANITARY SEWER SERVICE Reason:100%Submittal Set o rm 8" SANITARY 5EWER MAIN Date:2017.01.2013:56:38 07'00' 8"SS w 0 < W Z co 1 SS SANITARY 5EHER MANHOLE o E M - o M 4 0� 1 4 12 11 10 9 8 0 7 6 5 0 14 ® DOMESTIC WATER VALVE L -0 m 1 �� m o o 0 DOMESTIC WATER METER o Q o o a N 3 0 1W 1 > -- o 0 6 U o0 0 o U o o W W 3 QB DOMESTIC HATER BLOHOFF Iv Q1 o❑ '; 0� M L xI- oow00 > H o 6 . > Qo � V oo p W o _U o 1 0)ca o m a)Cb wv� o o , o '- � W LooN o 0 0 o Zco > Q o � _U o c o._ u, U Cl) � N (, COw _��iw � w � oo1wrn � HooIZLc�i � HooZZ1`n > QooZco > Qo0 O �-" � N fl o� so �; Z E > � v(>��N ¢ � _ N U - M V Cfl o Zo VCO U) N W W N m L L L m o cD 0 ml Z lJ In (n Z LID Cl) N �`Qj W C O N W U) W Lf) En O O' F- O O Z ^ j C 0 f°._ C 3 N C z QO _ () - Ih � (O Z Vu7 U) O (� NN O W SON W W e- L X 0 d � + � Z d � N � Z > � + o > N > QN �> N UQo � N UZ �- � o U z�(J�co °s . . . . . . 3LLa WC� LL �� KEY NOTE LEGEND UJWC7 � m � D0 VV\\II r» Z a � � vZ a � � � Z dM +LID vzN a � +o > N 1 4 ■ _ ■ ■ 1 a a� 999 v z INSTALL 4" SANITARY 5EHER SERVICE ® 2.0% SLOPE PER CD O STANDARD DETAIL 5H3 AND D I V I51 ON 500 OF THE G I TY OF W 4 0 1 4 1 4 1 4 1 4 s MERIDIAN SUPPLEMENTAL SPECIFICATIONS. W J. 1 4 > " ° - (W 1 4 2 SEWER PIPE SHALL BE BELL AND SPIGOT, PVC, 5DR35 , W 0i, / W W W W W W 1 -� ° 1 °4 O MEETING A5TM 3034 AND DIVISION 500 OF THE CITY OF N W W W W W W W W ° MERIDIAN SUPPLEMENTAL SPECIFICATIONS. N 9�3SMH D-2 W W W W W W W W W W W W W 1 11+00 2 C Q INSTALL SANITARY SEWER MANHOLE PER DIVISION 500 OF12+00 0 13+00 14+00 SSMH E-2 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o m 4 SSMH E-1 E. DIVIDE PASS STREET s"PVC 16+00 2 PROVIDE REQUIRED SEPARATION, SEE CITY OF MERIDIAN SEWER NOTES 2 t 3, SHEET GLI AND DIV15ION 500 OF THE 1 4 CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o 0 K ,S ° 1 ° ° 0 a S a 1 4 1 4 1 1 4 "" 1 1° 4 M 1 ° M 1 ° 5 INSTALL "T" TYPE GLEAN OUT PER STANDARD DRAWING 51 ' Z 1 1 4 1 O AND DIVISION 500 OF THE CITY OF MERIDIAN w (<s — w W SUPPLEMENTAL SPECIFICATIONS. U o o W W o U o 0 4 > Qoo � o jQoo U oo U oo b U - o _U o w W o � � O�04 �` wt~n -Nwrn it 1-- � Hoow00 > HooZr-- > QoCDZLo > Qoo � U qo U oo 1 ° Z `- VCO U) Z � �� CO � N /�,41 w � NN �1 6j W (n nj W � F- O W � (if OOZE > a00ZM 7 �ZM z 1 UQ � @ CO („) - V' @ O Z v� � Z � Vu7 U) LO O W � MN 0 W (ntvj W I� � F- O W p QO wcr) a + r� Z N > + r` > N > Q cC°.i j N U Q 00 U� co U Z o U� -0 Z c i coo (� z "' `" Utl coo U) z - N@ cfl W N `M ro F ON d � NZ a � c+�INZ a � NNZN 2- } - > � � � jN ; Q `r �; N UQ � U o cAZ �Ud N Copyright©2017 z V ch N - 4 N Z d u+� N Z a + n Z N U Q Z All rights reserved. Reproduction or use in any form °w 2 V - u7 N - a`� + N n or by any means without written permission of it 3 A G Breckon Land Design,Inc.is unlawful and subject to 0 J {F 5 6 criminal prosecution. a w 2 BLOCK 5 10 1 4 1 Z 0 Z W 1 . X X ° Z X X X ° � _ X X X 1 T �^ 10 ?��Ild<<9 �I2�Id<<9 �I�IId<<9 — — I�IId<<9 — — _ — _� C J H 5 W z 0 W � Q = 0 Q W 0 DIVIDE PA T. EWER PLAN 0 PASS S S NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE o N 30 O 30 CIO ■ a w SCALE: I"= 30'-0" z Q z CD O w co 2670 2670 ., I I I I Z CD _----------4----------------- -----------------4--------_ Q w Q I I EXISTING GROUND I I � I I I I o o > > n -- -- ------ ---- ----------- -------------- ---------- ----------------- ------ L.� r-------- ,----- ,----------------- T----------------- o O I FINISHED GROUND I I I o Q � N ----� 0 -- ------ ------- ----------------- ---------- --- ------------ -------------- -- ---------------- ----------------- ------------------ ------ --- -------- O Q 1 - �- o m 1 ENO F I I o Co I I M 1 1 ----- ---------- LU -----------------r----------------- ----- ---------- ----------------- ------ L °o ---- ---------------- ----------------- -----------------t----------------- ---------- N w M I, > - M 1..` Z I oIJ- � N I I wWo �Z W 1..� 0 2665 O MM v, I I I O � Z o I I � wgd 2665 o � � C I I I aio� > I I UU � � o \ ILL v v o I I I W Mco I I rn / LLU') U') N -------- ----------------- -----------------1------------------ ----------------- ----------------- -------- LU0c+i �Z Z ------- ----------------- ----------------- -----------------t----------------- -----------------I' ------ v J O N N I I I = w N U U I I I Q �I I I I Q •• a d I I I oZ Z O -----1----------------- -----------------L----------------- ----------------J----------------- -------- cnw � ------- -----------------1----------------- ----------------- ----------------- -----------------1- O N p o Z Z Z I I I CO v7 U7 � I I I --------------- mo o - - U I 1 I I I I0 rr 2 W ! N > > > --4----------------- ------------------------------------ -----------------♦----------------- -------- ------- ----------------- ----------------- -----------------+----------------- -----------------F- - ------ _------ W > > > I I I I I I O rn w H I I I I I I c� rn o7 07 rY o 0 o I I I I I I E -- ————————————————— -------------------------- ------ ----------------I----------------- ---------- ------ -----------------1----------------- —————————————————T————————————————— -----------------,— — ————— ------ O I I I I I a 2660 1 1 1 1 1 I 2660 > LJJ ° i I _ _ I i O ♦ ^ --------- ----- ----- lJ J ------ 1----------------- -----------------I ------ ---------------- 1----------------- ------------ - --1 --- ------ ---------------- 1--------312.93LFOF8"PVC @0.60%---------i----------------- -----------------i---------------- 5 I I I -I I I I L I I I I I I � ) o ------- ---------------- ----------------- -----------------r-- - ----------- ----------------- -----------------r----------------- ----------------- ----------------- -----------------t----------------- -----------------r---------------- vJ � I � ° I I I I I U ----------- ----------------1------- PVC @1.03/0 - ----------------J----------------- -----------------L----------------- -----------------1----------------- -----------------1----------------- -----------------1----------------- D Q OF$' 1 1 335.24 LF 1 1 1 1 Z I I I I I i I I I I I � 2655 2655 I I I I I I I I I I I I I I Ch >-W12W 1 ----------------1 1 ----------------1 1 ---------------- 1 1 = 000E OW ---------------------------------- ----------------- - ----------------- ---------------- ----------------- - ----------------- -----------------1----------------- - +----------------- -----------------1----------------- LL U. o I I I I I I I �, ywpcc00J Ir I I I I I I I wm�000F Q U> ----------------- ----------------- -----------------T----------------- ---------------------------------- -----------------T----------------- ---------------------------------- -----------------T----------------- ---------------------------------- N NZ�H�L�OC I 1 I 1 I 1 I = mat9000WW I I I I I 1 I >p�14aIn ---------------------------------- ----------------- ----------------- ----------------- ---------------- ----------------- ----------------- ----------------- -----------------1----------------- -----------------+----------------- -----------------1----------------- NO a�Z� Z C I I I I I I I JZ>-W JQOV 7W 2650 I I I I I I I 2650 O J I I I I I I I I I I I I I I REVISIONS 9 I I I I I I I No. Date Description I I I I I I I r I I I I I I � I I I I I I I C ---------------- -----------------1----------------- -----------------L----------------- ----------------J----------------- - L----------------- -----------------1----------------- -----------------1----------------- -----------------1----------------- � I I I I I I I ------ ----- ------ ----------------- -----------------t---- --------- --- ----1- EXISTING GROUND CENTERLINE ---------- I I I I I I C� I I I -- -----I----------------- ---- ----------t---- -------- ---------- ---I----------------- ((E IDIAN -- APPROVED FOR PROJECT NO.: VJ IF IDAHA 16214 B % 2645 I I FINISH GROUND CENTERLINE I I 2645 CONSTRUCTION DRAWN BY: Z O r 1- r 1- •t r r d) is These plans and/or specifications have been reviewed for MSD O ry m �t_ r r 1' �? �? 2 compliance with Meridian City Standards and Specifications. CHECKED BY: is r- u� `� cSJ O ry Q O cv o No No16 %z �� r so �r 0,6 0'z 0 O ZZ 0 �vi 01 NZ 01z �'Z 'z\6 �� r- This review does not relieve the owner, engineer, or contractor `Z'z `z'Z 'Z`z 0� 'Z'Z so 10 Z `o 0% �� `z'z `fl'Z 01z ` 1z `9� MSD © N N N N N N N N N N N N N N N N N N N N N N N N N of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J c1+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1-1+00 laws, rules, regulations, ordinances, development agreements, 1/20/17 specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall o not be construed as approved unless specifically addressed SHEET NUMBER A DIVIDE PASS ST. SEWER PROFILE in writing by the City. Any proposed revision to these plans must T NOTE: STATIONING AND PROFILE ARE ALONG THE CENTERLINE be submitted for review and compliance with the Meridian City C5.5 G, 30 0 30 60 CIO 3 0 3 6 q Standards and Specifications before said revision is constructed. 0 c- 5GALE: I"= 30'-0" VERTICAL SCALE: I"= 3'-0" Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT SAWTGO ANC >U-�V-Y1\G, C � � � �v�� `•,, / :/�� i�/f�'• � ' I UTILITY LEGEND �sso�aL �o \ °F ♦ //' �� I �oF A STERF� tiFF 5 \ \\ ♦♦♦ / / �/ h/ I i PROPERTY LINE (VERIFY) Q � \ \ \ \\\ ♦♦ / ::�� /�d��: I EASEMENT LINE 1 1994 FG,\ ♦♦` / _: � /ice o I W6„ 6" DOMESTIC WATER MAIN 'P�9jF o W 't! OF Q` 6 \ \ \\\ `♦♦ �� / / � ( I W1" I" DOMESTIC WATER SERVICE 61011iK 2 ♦ I I E W S. w DOMESTIC WATER METER Digitally signed by Matthew S.Derr,PE T / Reason:100%Submittal Set o 7 19 \ \ \ del // / �� / / �I I BO DOMESTIC WATER BLOWOFF Date:2017.01.2013:56:52 07'00' �p� I I Via FIRE HYDRANT E 0 o \ AEG 1 w�e / // I DOMESTIC WATER VALVE \ 8 8 18 A I � M 44 CD 3 o w ♦♦ TE � E= �� /�.. O I 21 ENa mcoM � m w W 12"S STORM DRAIN LINE .� = o a _ , Z `maw E c cco r� � w ` ♦ 81 EG_ � �O ii u m c .�° a ro N `O U o ♦ — 1 � / I 8 $$ 8 SANITARY SEWER MAIN 9 a C6 u � = Y ri 0 T13 9 17 ♦ OE E \ . ` ♦ FIVE TO _ \ \FG FG \ �� I I 4"SS 4" SANITARY SEWER SERVICE w o `L° m 3 o co -2 — �♦ Ta . . . . . . �LLa � � N \ W UJLu � J 3 � � (,p co 4 To EEK To \ \ \ \ EX-SS EXISTING SANITARY SEWER MAIN 10 ~I (VERIFY SIZE) _ ■ ■ � � ^` ®16 10 SANITARY SEWER GLEAN OUT o 21 ` Lu EXISTING SANITARY SEWER �� / MANHOLE F :`� 20 w 11 15 ZONE A28 �/� \\ — — — —EG 1 — — — w W I I , N 22 \ \\ / � \/\ �i ' ` \ _ — —EG— — — — `\� I P P UNDERGROUND POWER LINE 1 \ \ /// \ /�` \ \ EG \ �j� U' o 23 \ / y \ \ \ \ \off\ / UJ GAS GAS GAS SERVICE LINE �\ \ �' .r \ \ \ / ( X DINE KEYNOTE WITH LENGTH SPECIFIED ° 12 14 24 ♦` T 9. \/ _ _ _ \\ \ �G\ \ ` /12 / X RIM XX.XX KEYNOTE WITH RIM AND INVERT L $ BLOCK 2, `♦ // �./ \\ /� �� INV.=XX.XX ELEVATIONS o K f 3 6 r 25 /� I \F / I ZONE o 13 13 \ / c' f \ EXISTING RIGHT-OF-WAY LINE , Lu . \ ' i AEG 9i `F \ \ (VERIFY) Lu 2 5 W 13' \ C / / —EG— E G' TOE \ \FG \�� ASPHALT SAW GUT LINE " 100 1 O 11 W _ W 7 ' / — —EG— 9 \ \ W W EXISTING WATER MAIN (VERIFY w 6 81 s s 11 -TOE To \ SIZE) Lu t_ 8„s _ W E 8 1 T ' ' \ 21 6 /: 10 _T ZONE AE e e \ Copyright©2017 z ' r / o '\ / •, 9 � E '� FC All rights reserved. Reproduction or use in any form o 26 /8 TB �E_ 1 \ FC or by any means without written permission of 20 i •.� Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w 34' , 3 2 _ - a� , \ \ \ UTILITY KEYNOTESLu 23 24 25 26 S 3 20 27 / O 11 =— ZONE X \ �C\ \ \ o z T \ F \ O SEE SHEET G5 SERIES FOR SANITARY SEWER PLAN AND 10 '. 13 8 13 7 % f �Q�/ / e \ \\ \ 'b\ 1 PROFILE. F � O I z w 11 7 22 `p� 12 2 BLOCK 7 ` \Fc \re� O CONNECT TO EXISTING 8" WATER MAIN AT BLOWOFF.N. w BLOCK 1 /L 5 ® 6 \` T \ \ \ �c\ INSTALL GGOO PVC WATER MAIN PER DIVISION 400 OF THE 2 9 1 \ \I \ F� \ O CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o 3 a 7 Te N I' 23 11 5 / 6 19 / \ 4 Lu INSTALL 8" 22.5° BEND (MJxMJ) AND THRUST BLOCK PER T o DIVISION 400 OF THE CITY OF MERIDIAN SUPPLEMENTAL CD H I� 8 / ♦ SPECIFICATIONS. N 1 I ` a W z $ x x �� 4 \ W 6 $ 6 18 7 `♦ Q INSTALL 8"x8"x8" TEE (FL6xFL6xFL6), 8" GATE VALVE r^ (FLGxMJ) WHERE INDICATED AND THRUST BLOCKS PER V J Q c10 V 13' F pF W 6 13 7 r w 5 4 DIVISION 400 OF THE CITY OF MERIDIAN SUPPLEMENTALLu o0 7 / �TFR S, 3 $ I \ SPECIFICATIONS. Q w r s. � .•r 20, W W W vv _w w — w 7 INSTALL 8" II.25° BEND (MJxMJ) AND THRUST BLOCK PER rJ 12 18 R/I/F O O O w O DIVISION 400 OF THE GITY OF MERIDIAN SUPPLEMENTAL n LL 4' — g°SS 11 11 SPECIFICATIONS. L.L & .s• a 7 r 0 � w I z = G r ,r r r 3 ' \ 7 INSTALL I" POLYETHYLENE DOMESTIC WATER SERVICE LINE Q 4) 8 7 / 1 O PER STANDARD DETAIL WI AND DIVISION 400 OF THE CITY z W 1 c 10 OF MERIDIAN SUPPLEMENTAL SPECIFIGATIONS. W Q I 1 I O 8 ., J 10 � 11 O 12 INSTALL DOUBLE WATER SERVICE z � � $ PER STANDARD DETAIL 5W3, W3 4 W5. CD < � ^ x CO 11 9 INSTALL SINGLE WATER SERVICE W L-L x 17 BLOCK 3 4 O PER STANDARD DETAIL 5W3, W2 4 W5. 2 3 2 Q UJ � 3 1 � I 3 10 INSTALL BLOWOFF PER STANDARD DETAIL WI3. / x PROVIDE REQUIRED SEPARATION, SEE CITY OF MERIDIAN Q O W F 1 11 WATER NOTES 2 $ 3, SHEET G L I AND DIVISION 400 OF THE $ $ ' $ x CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. W a 13' INSTALL FIRE HYDRANT ASSEMBLY 7 13 x x 7 12 PER STANDARD DETAIL W7 AND WG. CD 34' 7 r: 16 R 3 (I) 8"x8"xb" TEE (MJxFLGxMJ) *p (1) 6" GATE VALVE (FL(5xMJ) 0 2 0 1 O r U) x r J U) 0 W x Cn _ W Q x r x E CIA 0 � 1 � � � � z �U z, a > Q � W J 15 $0 3 ,• 0 7 Q xa.�J O O 0 BLOCK 4 Uj 0 $ � 7; 13' x $ 0 f 5 V) ® 34 �^7 12 11 10 9 8 7 6 U) BLOCK 6 I� 0,1 14 5 O 4f z 0 �, 12 T x x � 12 rJ 131 13' 7 $ 13 7 $ 13' 7 8 13' 9 7 6 a GOBDe = pW x r' r 3 v 5 yLLW~0 cr W w w w w ' wf s a 3 r 8 Wma��o� 6, 5 11 _ _ w - w w w w w w w w w w w w\ x �^ ozisl 5 � O S„e E. DIVIDE PASS STREET _ SSr8 SSrr8 v SS��8 SS 8 �/� c`� N o°a.°z M SS„8 1 11 7 13 x JQOX ,W z C 8 1 Y U 34 7 34 7 34 7 34 7 34' 7 O ' 9 $ 8 8 7 3 REVISIONS 7 $I No. Date Description Q) 6 3 2 3 4 5 6 7 8 1 9 10 x 1 BLOCK 5 d 00 r 8 �E IDL�t -- APPROVED FOR PROJECT NO.: CD g (D 11 13' 7 8 16214 (n x x x x 1 x CONSTRUCTION DRAWN BY: z x x _ _ x x x _ These plans and/or specifications have been reviewed for MSD O o << — — ,� ,� 11 compliance with Meridian City Standards and Specifications. CHECKED BY: This review does not relieve the owner, engineer, or contractor MSD U © 10 of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J laws, rules, regulations, ordinances, development agreements, 1/20/17 c specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall WATER PLAN not be construed as approved unless specifically addressed SHEET NUMBER in writing by the City. Any proposed revision to these plans must T A N 50 0 50 100 150 be submitted for review and compliance with the Meridian City C6.1 Standards and Specifications before said revision is constructed. SCALE: I"= 50'-0" Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR (, INAI A SVW CO S A C SU-�V-Y1\G,or C ` ` AL r'r I N ,.. ______,}_ �� IRRIGATION MATERIAL LEGEND SG TIER"/F 6 \'` 1 4\a9 /,' ,';=;= ,'' , ',, SYMBOL DESCRIPTION �: I 11 J94 BLQCK2 \ �` ' '� ""~ I 200 PSI, AWWA G-COI POLYETHYLENE PIPE. SIZE TO MATCH SERVICE VALVE. OF ° \a /,•. ,' / n � r►■ 6 GLASS 200, SDR 21 GASKETED PVG yEW $• w ca. I ` '\ s"PIRR t, \ , /f_ \ \ I PRESSURE IRRIGATION PIPE. LOOP COMMON � AREA, TWO WIRE, ELECTRICAL CONTROL WIRE Digitally signed b Matthew S.Derr,PE ° ________ _ _____________ 1 �`! `�-• s ,'/' ,'/�= . - I ENTIRE LENGTH OF PIPE. Reason:100%SubmittalSet --1"--� II •PN\ �\ �•:„�-.-'•_ �� PIRR \.. /'< / / / 7..� = o QQ �� \ 1�� :: ,'/' / /mod • ./' \,• Date:2017.01.20 13:57:07 07'00' � 18 44 I -----^-----^----- ---- ADJACENT SUBDIVISION PHASE PRESSURE I I ii i 1 3 !!'�� "•--� a ,�''� /;/' /'/mom' �,:/' I IRRIGATION MAINLINE. COORDINATE WITH NAMPA o E 0 o I I \ .° ---» --.� - s / / /'/ r MERIDIAN IRRIGATION DISTRICT. o N a� I I N:700,092.81' �.� !, ! -� R ' / : ' . jam' .�'.� ' I o c F a E:2,468,004.30' l _..! !,! -- �-- \ /:' /' '�; /: I .2 0 I 6G 7' . / ---------------------------------------- AWWA G-GOO PVC, IRRIGATION SLEEVE, SIZE AS a�i c cf6i o ro 9 17 6 SLV INDICATED ON PLANS. (Provide an additional 2 E = a 17.22 L.F.-6"IRR. 2EL !, �-.. i` �,\\, I m �� '-'` ' ' r sleeve at all main line sleeve locations for a` E � -°co M °' � w m _ 11 III i-, ��, \ `�•\. '�..`� / / °i �' N o o❑ C o^ 0) _ �_ !• I control were ) ._ U Y L 5. a c c 22EL 'Z �.oi �. �• 49.90 L.F.-6"IRR. -! /` /'/ "' :,y I I LEEMGO RESILIENT WEDGE GATE VALVE OR >_ = o m c cu c 49.56 L.F.-6"IRR. � � � ` �- �•- / ' � '•'� � ® 3 •• z 10 I I I 16 I 21 F� `\ I m L L m x o W VLF A Ali '. U J W C7- J O --' I I I 11 m I N:700,041.75' APPROVED EQUAL SIZE TO MATCH MAINLINE. co __i i i it w i E:2,468,105.13, �REEk �� ' \. \\\� `� -• D\ / ; \ . `� I I 3 LL a W C� 0 L - m 6T 3.00 L.F.-6"IRR. 2 �` c•. a' /: /' I X CURB STOP SERVICE VALVE, SIZE PER PLANS. ■ - ■ ■-�I m I /.• , � III 2 /'''� 1.r' �" Z I III I N:700,038.80' � 28 �� r`a'• / /'�. � __.._�.--_____.__-_.._� � ' ' ''� '�" ""` """�-�� I II I II I IIII I1III4II II I ��• � � • ' ' \ / �- - NIB(-'0 MANUAL DRAIN VALVE SIZE TO MATCHL 1 15 r E:2,468,104.47' 177.24 L.F.-6"IRR. _2 6G MAINLINE. 109.05 L.F.-6� IRR. 11EL _ ------------- 4 w ' ` ! I1 A.R.I. AIR RELEASE VALVE, SIZE TO MATCH MAIN 2314 LINE. , N . . . " . 12 I I 14 IIIII1 mIIItIIII I 22EL �� ,. � rFi. /!. //,, .'/'�/"{�,�'/�///i i-qr�//./,-'y=,�✓_:-->-Y-'-----------------24 z II 90EL GO DEG ELBOW � 6 SLR /:•y I N:699,932.32' 45EL 45 DEG. ELBOW BLOCK 2 --------------------------------------1 E:2,468,081.01 -`-'° 13 II m I 6G 25 11 EL t ' l' I /; i'' --�' ---i ---- '- I 30EL r-====--------- ------ -------_____-_ ----- ' 50 DEG. ELBOW ww -- -------� -- ----- - - - - - - - - - 11812E IRR -- z -- --- - ----- -------� -- ----- -- �.-.. �,--, -.-.- = - F.-6 3\ a R % rd/ `----- ------� R r`'f�- -/`..--� / \„� \ ~`�..`��\` ; 22EL o 44.05 L.F.-6 IRR. _ ` 6 \ 22 DEG ELBOW K - - ----- ------� - ----- -O ---- -I _ - _ N:699,886.59' �. ./ / '�- -- 1. ! a, \� t 0 ---- v� _ - _ / �. �'�. _ RR 15EL 15 DEG. ELBOW - �� '` / ` 1 ---- --------- --------- ----I- ----- -----a -- O - - / / E:2,468,434.72' � _...- % ' ``��` \� I , Z =r ----- _-� .==== - - - N:699,889.30'- -II^\I_. '� _` -,, __ -w 2 1 r�' 6G "" /./`� �'``` '`•.� ! 11EL I I DEG. ELBOW w __-- --- ____ _ W -- ____� I E:2,468,071.54' 99,892.12' '�.,� N'6 y 18.98 L.F.-6"IRR.. !. yl I I- 6G 21 24.95 L.F.-6"IRR.' _ /. a, _ / / ! E:2,468,426.39' / _,,/�°/' i 34.00 L.F.-6"IRR. 2 + . �, �-�_ �, 6G " N.699,876.0T �- � � •� . ` 6T 6"X6"X6" TEE ---------!--------- I 11.90 L.F.-6"IRR. . , - X ---------T I I I I - - � \ \ , E:2,468,450.53' -�' ! 11 EL i� ` w ------- - - _ N: .F. 8"IRR. r 2 !1 34.00 L.F.-6"IRR. ` - \�.. 4.98 L.F.-6"IRR. . 90EL .• •. - O \ S i 6G , 0 �.F.-6"IRR. i_ _�-! � 1 EL i �� 6G 6" RESILIENT WEDGE GATE VALVE z 1 - \ \ E:2,468,430.56' / (� 22EL '� „�„ 11 EL \ 2 - �` 6C rr Copyright©2017 z I I I• 90EL \ 6C 55.86 L.F.-6"IRR. vW� ` 6 X6 X6 X6 GROSS 0 \ N:699,856.13' < 11 EL 2 11 EL�� \ I� �\ All rights reserved. Reproduction or use in any form ° ' 29.51 L.F.-6"IRR. M 5.00 L.F.-6"IRR. 11 EL \ \ / 146.61 L.F.-6"IRR. 2 \� 6°i oc by any means without written permission c m \ E:2,468,480.54' � 23 i 24 i 25 26 I 20 72.73 L.F.-6"IRR. \,\ 114.88 L.F.-6"IRR. 27/ 6G �r �,� 2 2 \ ` \� RR 8R 8"X6" REDUCING COUPLING Breckon Land Design,Inc.is unlawful and subject to 0 ` y 2 2 35.62 L.F.-6"IRR. \� . criminal prosecution. w I I 2 . R. • \�\ \!� 0 CONCRETE THRUST BLOCK AS DETAILED. 13.89 L.F.-F' .R. 11 EL \ I I' N:699,798.89' E:2,468,010.40' N:699,798.53' \°\� /' J/y, 59.63 L.F. 6"IRR. 91.02 L.F.-6" IRR. \ �\� o • '` 0• r .2 BLOCK 7 1� 4.09 L.F.-6"IRR. `'`.,�\ 6G E:2,468,122.51' \ r ��, y� 5 ® 6 N:699,798.4T �� °N:699,790.51' Q-/ i ` CALLOUT LEGEND Q 5 12 SLR "'�' 6T a \ N:699,796.09' \ �'. E:2,468,371.. / E:2,468,924.97' E:2,468,928.38' �`` w 20.58 L.F.-6"IRR. \ �Q. �r O �� ,I 15EL •,� °� � � ' 613 3 7 6T. 6G ° 112.00 L. 6"IRR. `- / i / 'r 4 ' 53.55 L.F.-6"IRR. 23 90EL " \� O TERMINATE 6" PRESSURE IRRIGATION PIPE IN THIS w 19 r7 44.41 L.F.-6'1 :' \`\` APPROXIMATE LOCATION. CONNECT TO ADJACENT 10.00 L.F.-6"IRR. I t45.48 L.F.-6"IRR. 57.08 L.F.-6"IRR. o ^�i N:699,752.37' `y ' Z N:699,787.53' 11 \,E:2,468,349.33'/ .�` \� SUBDIVISION PRESSURE IRRIGATION PIPE IF EXISTING OR GAP 0 15EL , N:699,744.98' 2 113.53 L.F.-6"IRR. O 118.17 L.F.-6"IRR. ; .� \ PIPE AND LOCATE IN A 10 ROUND VALVE BOX FOR FUTURE N E:2,467,966.37' E:2,468,122.33' 2 X !°6G I �� CONNECTION TO ADJACENT SUBDIVISION PIPE. ENSURE A T w 6G �� 3.73 L.F.-6"IRR. � H I 6T "V 13.74 L.F.-6"IRR. N:699,745.35' �`� �\ WATER TIGHT FITTING. COORDINATE AS REQUIRED. coV/ 7 I•, 7.50 L.F.-6"IRR. 45EL ^`J N:696,752.72' E:2,468,353.16' ' I I N:699,737.48' N:699,744.96' E:2,468,342.03' 6G �� ' _ _ _ _ _ .• �� INSTALL 'LEEMGO' RSST SADDLE TAP ON 6" PRESSURE w Z f I 6G 6.48 L.F.-6"IRR. \ - - - - - - - N:699,701.07' �� w i I m I I E:2,468,122.31' 2 6G \"�_ • '• `- ---- ---- -v O IRRIGATION LINE IN THIS APPROXIMATE LOCATION, FIELD = I E:2,468,127.72' 6G - ��68.21 L.F.-6"IRR. 2 - _ _ _ _ _ _ - _-•-_.- ----- \ E:2,468,858.23' �`• VERIFY. CONNECT TO NEW 3\4" SERVICE LINE PER PLANS. o 5.39 L.F.-6"IRR. N:699,749.16' �O �� __-•_._.-. - a- O - © �,� 6G SEE DETAIL. W 18 72.19 L.F.-6"IRR. E:2,468,347.43' QVV71 �. --------- �� I ��,� "�. 30EL J ' 11 EL R 4 - LOCATE MANUAL DRAIN VALVE AT LOW POINT IN MAINLINE N f 6G F•q .f s - - - ,-, - y \ I ` - \ l 6.92 L.F. 6 IRR. I 90EL '► � - - _� - - - `°� �°�. > �' O SEE DETAIL. 6.89 L.F.-6" IRR. ,3 Q • �, 1 56.94 L.F.-6"IRR. LL I 110.21 L.F.-6"IRR. • < `N 4 LOCATE AIR RELIEF VALVE AT HI6H POINT IN MAINLINE, SEE z & 30EL - - I, 10.00 F. 6"IRR. j N:699,654.06' O DETAIL. z w I O I 12"SLV E:2,468,858.05' Q O G O , I I i 45EL 90EL NT, r+■ 4 34 L.F.-6"IRR. Q INSTALL 'LEEMGO' RSST SADDLE TAP ON 6" PRESSURE O N:699,654.62' IRRIGATION LINE IN THIS APPROXIMATE LOCATION, FIELD 247.54 L.F.-6" IRR. N:699,654.48' ��XN:699,647.34' 11 E:2,468,696.05' N:699,654.09' N:699,649.73' VERIFY. CONNECT TO NEW 4 SERVICE LINE PER PLANS. SEEE:2,467,868.94'-- 17 6G E:2,468,740.05' E:2,468,850.25' E:2,468,858.03' DETAIL. 00x6G .IIBLOCK 3 2 34 . 6G 6G � 613 - < 87.38 L.F.-6"IRR. 44.00 L.F.-6"IRR. !! r n I I I I 11 96.20 L.F.-6"IRR. I I 7.79 L.F.-6"IRR. C y/ 'I i 1 i I O 2 I I 12 XI • I ,•I � I• - � I I � I C 2 IQ >90EL C21 QQ *I I • I O rr r- I x N:699,558.41' Ir F I x E:2,468,685.74'_ I I 80.28 L.F. 6"IRR. M+■ x VI +"I 6T 3 ' � I 1 16 t.p 1 1 1 '`I m I I 11 EL 4.15 L.F.-6' IRR. • I I I� LIJ 157.92 L.F.-6" IRR. I I, 421.66 L.F.-6"IRR. 2 w I 2 I N:699,554.2TIr o �I ; X 2 - I. O E:2,468,685.62G .I m I I 0 CD rr Q X� +I � I I; 72.85 L.F.-6"IRR.--"0" Q a N:699,489.90' •I I I r n 2 N:699,481.41' O rn v/ J I E:2,468,121.51' 2 2 O 556.04 L.F.-6" IRR. I 4 0 V/ C1 Qx J 6T X . E:2,468,685.51' I I• , V/ CD CDEs©� ' O • III I J ,� ^■ w, III I,•• , 3 (D I N:699,489.89' Qx Q LL E:2,468,124.54'Z Zi s LU BLOCK 4 11, Q Q OO I I . W N:699,481.49' � X > 0 2.98 L.F.-6"IRR. E:2,468,680.49' O 1 ,I IY71 I• Q 6G m pl I, O (/) 1 98.41 L.F.-6" IRR. 5.02 L.F.-6"IRR. 2 .I 0 ' O I 12 11 10 f 5 .I I 14 9 g 7 6 5 o > i. BLOCK 6 I. a 4 I 110.05 L.F. 6" IRR. I g l 2 r ) m I I I•, 100.00 L.F. 6" IRR. 2 90EL `I vi VJ D OX 2 I 391.18 L.F.-6"IRR. • I I N ew � • I I I I I. ' O 7 f I , i o , "`•I mI II I - > 90EL 13 - - - - - - - - - - - - - - - - N:699,37 1.36' I I 6 12.12 L.F. 6"IRR. 6 8 3: OX -_ N:699,379.72' 613 Z - - - '- - `- - - - - - - • `- - - J-_ )I I _-E:2,468,021.16' -.-. .---.-w-- -, -. ---° - - 5 O N. 6G -- ----E------ - ---- ------- ------------- - ------------- --------- --- ----------- ox _I �„_ I I -- --- > 45.08 L.F.-6"IRR. . �._J.�, �„ �° s. p 6- „a �.. s.° - --- -------- I= �`c o I J .r DO H OW cn---- I I N I I / n\v 2 Lu W �' zP J ' I I , - -r• - - %� - - - o - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 47.21 L.F.-6"IRR. I I VJ�! Plans Are Accepted For Public = 2 I ,r• f - - ; - L• , P m NvOW 00 Q a i„ N:699,334.66' E. DIVIDE PASS STREET I ! 7 Street Construction �/� = m a ii a o W W NOOV�Z� m I I, E:2,468,021.01' - �\• I e >c N:699,324.15' >a c m CID I 2 ' I 6G E:2,468,684.98' rl r y stamplrg G. i I 78.87 L.F.-6"IRR. 6G Idem. t Re01•ered z W N:699,255.96' • I I I ' O Engineer errecres the District that the plane conform to all Dletdct I a o Kco W O 2 pollclee and eWxlarde. Variances or walvere mist be specMlcaIN and v- • 95.53 L.F.-6"IRR.� of the Imprwert plena t terd pa by the Di l do rellevepreviloi approved by the Dietillot In W111111% A n� E:2,467,964.76' Replet -ed N:699,228.62' � 6G I � 2 2 3 4 5 E:2,468,694.68' • I I � I Q weer°frheas ��' REVISIONSN:699,256.27' I 6 7 8 No. Date Descri tionI. N:699,255.78' 9, E:2,467,867.76' BL K 6G O X 6T I I� 1 10.00 L.F.-6"IRR. 2 •, BY DATE P E:2,468,020.76' BLOCK 5 I � __ __ __ 12"SLV I_ 6T N:699,228.62' f 118.00 L.F.-6"IRR. ' ADA COUNTY HIGHWAY DISTRICT cry w"' -- - 23.34 L.F.-6"IRR. E:2,468,684.68' i N:699,228.44' C) 97.00 L.F.-6"IRR. 90EL Q O Q O O 6T I E:2,468,738.68' �� C Q 656.04 L.F.-6" IRR. 2 2 [ 2 DC O X X -- X X 6.21 L.F.-6"IRR. f I I 6G `J_ _' v 44.00 L.F.-6"IRR. - -- -_- _X -- - _ X X __ __ • PROJECT NO.: - X I 4 �. Q N:699,255.82' 2 ems. 2 2 'Wa- x 10A c'�'�' ■ - -sw+ ii:u�■u-��cn,, -' ,Way, -- - -- -EWA ,T -12'SL I T, N:699,228.02 E IDIAN� APPROVED FOR 16214 N:699,251.33' E:2,468,008.76' N:699,232.39' ~ ' _� B CIO E:2,467,867.74' 6G E:2,468,023.68' O O O Q Q O 2 02 V E:2,468,856.6T CONSTRUCTION DRAWN BY: z 6G 12.00 L.F.-6"IRR. 6G O N:699,222.48' 6.02 L.F.-6"IRR. O These plans and/or specifications have been reviewed for MSD E:2,468,679.66' 90EL 44.00 L.F.-6"IRR. N:699,222.05' compliance with Meridian City Standards and Specifications. CHECKED BY: O 6G E:2,468,856.66' This review does not relieve the owner, engineer, or contractor ( 1 > r w 5.01 L.F.-6"IRR. 6G MSD v of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J laws, rules, regulations, ordinances, development agreements, 1/20/17 specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall PRESSURE IRRIGATION PLAN not be construed as approved unless specifically addressed SHEET NUMBER in writing by the City. Any proposed revision to these plans must T A N 50 0 50 100 150 be submitted for review and compliance with the Meridian City L3.1 OStandards and Specifications before said revision is constructed. SCALE: I"= 50'-0" Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OR GINAV `� -�V� C A SVW VO A A C SU-�V-Y1\G, C IRRIGATION CONSTRUCTION NOTES ��vS �o�� F _ NAMPA & MER_L-QI-A_ K [IRRIGATION DISTRICT NAMPA MERIDIAN IRRIGATION DISTRICT Q�� ,srERF �� III FINISH GRADE I. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY 1 r994 _ DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES -III-I I I_I SHALL BE GONTRAGTOR'5 RESPONSIBILITY. J, I-gyp-l7 w 5 I/4" LOCKING LID WITH LIP 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MEGHANIGAL, �9l Pao LABELED IRRIGATION. E' �0 cn -III _ _.. AND ELECTRICAL ENGINEERING SHEETS. OF Q - 0 3' SDR 21" PVC RISER EXTEND IS- ABOVE GROUND 3. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION GONDUIT AND ql�'/�EW S•O�� w ADJUSTABLE CAST IRON VALVE 3- x a" , s"CINDER BLOCK (qR �quA� SLEEVES UNDER HARD 5URFAGES WITH RESPECTIVE GONTRAGTORS. BOX WITH SLLOTTED BASE BY 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. Digitally signed by Matthew S.Derr,PE w TYLER OR APPROVED EQUAL. 15 a• n -° SADDLE MINIMUM DO►AESTIC WATER METER APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD Reason:100%Submittal Set o a 80X COVER ABLJTERATE r ti VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED AND Date:2017.01.2013:57:22 07'00' N z LEEMGO BELL x BELL d h�JN LINE MINIMUM 'FOR❑5 "WATER METER", AIR RELEASE �€�L1E Qs �;" POLY PIPE 20D PSI 1 1/2' 20U PSI RATED MARKED WITH A 2 X 4 PAINTED STAKE EXTENDING TO 24 ABOVE GRADE. STAKES w = MECHANICALLY ° FT1RQ IJv. K+13 CA5T IRUId`j., 01 EQUIVELEIdT SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM I5 GOMPLETE. ALL SLEEVES o (g aC E o a M ❑ SELF-RESTRAINED, RESILIENT © s" » �; 2q0 PSI POLY ,e ABOVE GROUND I I 4if(N 13 i 2 LOCKING LIDS SHALL EXTEND A MINIMUM OF 18 BEYOND BAGK OF CURB OR EDGE OF PAVEMENT. - g Z WEDGE GATE VALVE. INSTALL PER PROVIDE COMPACTED BAGKFILL AS NEGE55ARY AT HARD SURFACE LOGATION5. Q �;' BRASS r,OMP. couPUNcs �� +� m o MANUFACTURERS a � 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR g REGOMMENDATION5. Q +" aRnss cuss sroP 1 / f ,r ,� THI5 WORK. L M 0 O w II Q ROCK CHIPS ` r/' r� f/ r 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE APPLICABLE. VERIFY a) a Co E o .� E co 02 w 1 3" FEMALE ADO. 4 y e - f--- l 2D` PdC TYPE OF METER AND INSTALLATION REQUIREMENTS WITH MUNICIPALITY OR WATER .9 L) o � p L -111 III- Q �rf DISTRICT. w N o L D s o N z o I1 LOCATOR ,MIRE 2 6 _ 7. ALL ELECTRICAL WORK TO MEET OR EXGEED N.E.G., STATE CODES, LOCAL CODES, > = o m= 3�" = Q z Q 3' PVC PLUG 6 � r AND MANUFAGTURER'5 REGOMMENDATION5. � J w CD= J 3 � coC ° ° .s : . . . . . . 3LLa CO CD N Q MARKER SR-EL 'T' POST '` - 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT w _ j I TO THE SURFACE AS A RESULT OF TRENGHIN6 OPERATIONS. ■ - ■ ■ �•� \ C1. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWIN65 FOR CD LONG 90E SERVICE \ `r/i ADDITIONAL REQUIREMENTS. w L PVG >'��, MAINLINE <`' �' f' `� 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAW5 ANDLu a CONCRETE THRUST BLOCK !\ `• .,, `�,��< a WITH REBAR ANCHORS ��M 0 D I FI ED /� �� 1 ' MIN 1 CU. YE), DRAIN ROCK ORDINANCES. ' �s Ti} gDTTpki OF VI+L�E II. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING ONLu as TYPE A RISER '�;` ,f��,; h! .� FOR SUPPORT MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO , SONG SIDE SERVICE y� rf �� 4 �` f` FINAL PAYMENT. p 1 p \/ �j zr 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN o _-NTS-_ /,� r;/!� EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; < SINGLE FAMILY RESIDENT ' � r REPAIR OR REPLACEMENT OF ANY DEFECTS OGGURRIN6 WITHIN THAT YEAR SHALL m _ * `< BE FREE OF EXPENSE TO THE OWNER. _____ __-_ NAMPA MERIDIAN IRRIGATION DISTRICT r . 1 �\ MAIN LINE ISOLATION VALVE _-___.. __. _ _. _ 4 ` � 13. AS PART OF THI5 GONTRAGT, PERFORM AT NO EXTRA COST WINTERIZATION AND 1 NOT SGAL- a SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. Z K LONG SIDE SERVICE STUB 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY o 4 AIR RELEASE VALVE AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIT 0 SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED , z NOT TO SCALE WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. w NOT TO SCALE 15. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. w FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS " I PRIOR TO CONSTRUCTION AND PROVIDE NEGE55ARY ADJUSTMENTS. ° 16. ALL MAIN LINE FITTINGS SHALL BE LEEMGO DUGTILE IRON PUSH ON TYPE UNLESS w NOTED FOR LATERAL SERVICE. z 17. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM w J NAMPA MERIDIAN REMAINS OPERABLE DURING GON5TRUGTION. Copyright©2017 K 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY All rightsrese ed. Reproduction or use in any form o or by any means without written permission of 2 - � AI 1�k I A Ut 11(k E_1>\I> / 1.I V IRRIGATION DISTRICT RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLACED WITH NEW PRODUCTS OF Breckon Land Design,Inc.is unlawful and subject to 0 -- - - IRRIGATION DISTRICT NOTES EQUAL OR GREATER VALUE BY THE IRRIGATION CONTRACTOR, AT NO EXPENSE TO criminal prosecution. Lu T O w I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED IG. CONTRACTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING o J 5 IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND �IN HA6RADE O ENSURE HEAD TO HEAD COVERAGE AND TO BE FLUSH WITH NEW o MAINTENANCE 15 IN EFFECT PRIOR TO THE PREGON5TRUGTION MEETING. 20. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING Lu z 4 3" SDR 21" PVC RISER DaEND 1e" ABOVE GROUND FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. THE GON5TRUGTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRICT "PRESSURE URBAN 21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE Lu o QT °° 4' x t" CINDER BLOCK tqR EQUAL) IRRIGATION SPECIFICATIONS FOR ADDITIONAL INFORMATION AND ARCHITECT. Lu QQ 4 x 31,7 SADDLE MINIMUM REQUIREMENTS. Q r n Z V, o tie q. 4" MAIN LIME MINIMUM ','il � w _ 9 1 T o .3;• � • �'! 6m Bf�45S NIPPLE -. H - s-KY PRESSURIZED IRRIGATION NOTES C� Lr in; �_��r� r ® 6 K )'a 2q0 P51 POLY 18 A9GVE GRgUND J a Q 3+" GRASS CURB STOP 7 w 1. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) L d Rock carps 1 INCHES WIDE, METALLIC IN COLOR, WITH THE WORDS DANGER-UNSAFE WATEROR QLu 7 O fl 3' FEMAE ADD. s NON-POTABLE WATER CLEARLY MARKED ALONG IT5 LENGTH. PLACE THE TAPE CD Q � 10 Q LOCATOR WIRE q BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVELu r I 3' PVG PLUG 6 THE TOP OF THE PIPE. Q I I N UJ 2. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS GARRYIN6 MARKER srr_EL r POST s s THE WARNING DANGER-UNSAFE WATER(OR EQUIVALENT). = Q o 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING DANGER-UNSAFE w WATER OR NON-POTABLE WATER, AND LOCATE THEM A MINIMUM OF TEN (10) FEET THROUGH LINE CONNECTION, TEE LONG SIDE SERVICE OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. Z (� THROUGH LINE CONNECTION, CROSS USED' AS TEE 4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAINS SHALL BE A CI IANGL IN LINE SIZE WI fl'I REDUCER MINIMUM OF TEN (10) FEET. WHERE IT 15 NECESSARY FOR SEWER (SANITARY z C O DIRECTION CHANGE, CI�055 USLD AS ELBOW MODIFIED SEWER, STORM DRAIN, AND IRRIGATION) AND WATER LINES TO GROSS EACH O TYPE A RISER OTHER, AND THE 5EWER LINE 15 LE55 THAN E16HTEEN (18) INCHES BELOW OR O ., DIRLCI'ION CHANGE 90° LL13OW ABOVE WATER MAIN, THE 5EWER LINE SHALL BE GLASS 200 A5TM 0-2241 PVG DIRECTION CHANGE, TEE, USED. AS ELBOW SHORT SIDE SERVICE PIPE WITH WATER-T16HT JOINTS, OR EQUAL GON5TRUGTION, FOR A DISTANGE OF I w --NTS-- TEN (10) FEET ON BOTH SIDES OF WATER LINE IN ACCORDANCE WITH SECTION U, DIRECTION CHANGE 550.06 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA r I� TI-IBOUGH LINE CONNECTION, WYE. SINGLE FAMILY RESIDENT 58.01.08). ONE FULL LENGTH OF BOTH WATER AND SEWER LINES SHALL BE VERTICAL DIRECTION CHANGE, BENb ANCHOR, SCE NOTL br LOW -------------____-.� _---_.._____.__,____-__.__.._NAMPA__MERIDIAN�IRRIGATION DISTRICT__ _ CENTERED AT THE GROSSING POINT 50 THAT ALL JOINTS WILL BE AS FAR Q 0 FROM THE CRO551 N6 AS POSSIBLE. IN LIEU OF GON5TRUCTI N6 OR - VALVE ANCHOR, SEE NOTE BELOW FROM THE 5EWER TO CONFORM TO WATER MAIN STANDARDS, THE SHORT SIDE SERVICE STUB F N WATER LINE MAY BE SLEEVED IN GLASS 200 PVG FOR A DISTANCE OF TEN (10) Ll o II THRUST, DUE TO HIGH PI'ZESSUREj ARE LXProtl Erir. fANCHOk 5 NO- TO '_)C,AI_- FEET ON BOTH SIDES OF THE GROSSING. W - VALVES AS SHOWN IN DETAIL �¢•I 0, AT VERTICAL - B�N051 ANCHOR 5. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY CONNECTION LJJ BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO VERIFY THAT THE DEVICE IS UJ I C) RESIST OUTWARD WARb I 1 IRUST S. APPROVED FOR USE IN THE CITY.) w oN 6. INSTALL ALL GRO551N65 OF THE RIG C/,HTS-OF-WAY WITH PRE55URE IRRIGATION �+/ o AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA N G-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT O THRUST BLOCKINGDISTRICT SHALL INSPECT ATION AI PRIOR TO BAGKFILLIN6.2 _ NAM PA 8c MERID1AN IRRIGATION 7• PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE Q Cr)U, PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO GROSS ' w NOT O -`' A._ ! A STREET, THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS CD CO E MUST BE ON OPPOSITE SIDES OF A LOT. Q W r n 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS �+�/ PER SQUARE INCH (P51). G. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL PRESSURIZED O DISTRICT ' I IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND N A M I-PA M I I=�I I i A N ' i 12 0� I A f i O N ` MAINTENANCE IS IN EFFECT PRIOR TO THE PREGONSTRUGTION MEETING. FORTY-EIGHT (48) HOURS ADVANCE NOTICE 15 REQUIRED. 0- 10. IRRIGATION PIPE SHALL BE 6A5KETED PVG A5TM-02241 GLASS 200, SDR-21 s DOMESTIC WATER METER I OR BETTER. BOX COVER OBLITERATE ^ WORDS "WATER METER" 11. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS V) FORD No. xa3 CAST IRON AND/OR PUMP OUT STATIONS A5 SHOWN ON PLANS. WITH 13 �/2" LOCKING LID5 20" PVC 12. TRENCH BAGKFILL FOR PIPELINES WITHIN THE PUBLIC R16HT-OF-WAY SHALL BE D COMPACTED TO TYPE "A" BAGKFILL REQUIREMENTS PER I5PWG SECTION 306 7 1 AND SHALL MEET ADA COUNTY HIGHWAY DISTRICT (ACHD) REQUIREMENTS. L PIPES SHALL BE BEDDED PER 15PWG SECTION 305. r f / ad'0x W GRAVEL SURFACE I',�VEE3 SURFACE //�/��//\/ �.�� 1 1/2". CURB STOP 00 -� c- < CAUTION NOTICE o y W LLZ� %X��j�`//��// �� as FORD�Aai ssssw W m a o O o Ir 5 &' 611NU5 GRAVEL AC PAVEMENT, CLASS G, FURNISHEb ! , Plans Are Accepted For Public N W=; Q I AIJU PLACE IN ACCoaUANGE Wtti 1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR p Z F Y 2 MIN, DEPTII APWA SEC. 34. As REQUIRED BY. / ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON a a w w Street Construction CON1ROLUNG AGENCY. MIN. OF 2" / NnnvE IInrERIAt Its CALLEU FOR o 0 0 0 0 © o o c�� RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, M o a Z z`E r �, o Oo �o ��\ \ MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION I5 NOT TO BE RELIED ON AS By stem 8�In0 the ImP►ovement Plane tt�B Registered J a v 0 W IN rTIE SI'ECIrICAfIONS COMPACIEU NEAT PAVEMENT GUT. APPLY f\ 1 a o d�f Ergirleer enelree the DIBUICt that the plena ConfOml t0 all DIBMCt D Z 014 Z C tU 0 IN ACCORDANCE WIIII CCS-1 EMULSIF) ASPII�lT f � /fpv pa BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE LOCAL UTILITY a-�W O AST M b 55R. TG JOINTS PR109 TO. / \ o O o O c Q O 0 o" o o0N ♦ polides and standerds Vhe Dil Of MIe W11 must be aped of end v REPLACING PAVEMENT � /o � a © o � � o d C MIN 1 CU. YD. DRAIN ROtl< LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REOUE5T prenovely apprrnred by me Dill In Ac�eptanr� of the / C' EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF I"VMMent plans by the Doi does not repave the RegMWW TO EI0TrOM OF VALVE REVISIONS nl -�-r>_-,-7- _ ' � o v,.--p c+ a Frgineer Ot rheas reeponelblltlee. �o�� FOR SUPPORT THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE No. Date Description . ! �_ BRASS PIPE r�f� o o Qa o O`\�, PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. BY DATE: _1 m ff Jf UNp1STO DISTRICT- \\/ ADA COUNTY HIGHWAY DRICT 36- U 1,1114. WITIIIIJ �f I o` o/ COU141Y STREET R.O.W. : t ' "1JJ 5/8' MII4U5 craAV L COFAPACtEp " TO 95% IN ACCORuANCE W111-1 ♦ \ !< /♦ \!\ Ll f ASTM b 69B _ :1: .F, }� . � PIPE BEDDING AS tALILLIJ PUMP STATION REQUIREMENTS �E IDIAN -- APPROVED FOR PROJECT NO.: FOR IN THE SPECIFICATION§ AND COMPACTED To ssx PRESSURE IRRIGATION SYSTEM TO BE CONNECTED TO PROPOSED MOVADO PUMP 1N ACCORDANCE WITH o .e}• ti •„ SUBDIVISIONIDAHA 16214 i bg�. MANUAL DRAIN VALVE STATION AND ADJACENT PHASED PRE55URE IRRIGATION SYSTEM PER CONSTRUCTION DRAWN B Y: B _ �" :'`•'� PLANS AND AS REQUIRED BY NAMPA MERIDIAN IRRIGATION DISTRICT. COORDINATE _ 6 CLASS 2DD, SDO 2a NO- O GALE AS REQUIRED. These plans and/or specifications have been reviewed for MSD O o PVC PIPE compliance with Meridian City Standards and Specifications. CHECKED BY: a- u e" This review does not relieve the owner, engineer, or contractor MSD U MAXof the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local DATE: J laws, rules, regulations, ordinances, development agreements, 1/20/17 C* STREET CROSSING AND specifications, orders or approvals, all of which the City retains O the right to enforce. Inconsistencies not noted by City staff shall TRENCH SECTION O J J not be construed as approved unless specifically addressed SHEET NUMBER T in writing by the City. Any proposed revision to these plans must A be submitted for review and compliance with the Meridian City L3.5 Standards and Specifications before said revision is constructed. 0 c- Name Date cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 m v.] ° WI Z > 0 C ( �' � Z � , W � � Cc) Cc) Q � WQ O � �+ W �' O I V— Q ¢ - OQ O ¢ O ¢ � X � Q1- (0 m U w [� >- > ZZ _ � : W WO v) � p > O W O I� � 'M O In U X— z w ° om � ¢ w w cn w " oz zzUOQ � � ti- o w o z V O (Jj e Q T- O v P, W UJ N (D t- UU CDz w0 p Z 1- � UU ti I' W� CX � cnIW- � _Dm0 W � z Z (0 � -j X— -j R "' Q ¢ ti � ¢ ww � w ►= p Z ocn � z > o ` > v, w ow = m oz w O c� O QI T W z M Z) -j Q `+, Z 2 � m '� � m > ZC W W O JQZ Qct1F U = v� 1< fYv) Q � � � p z p� � . �' (� O T— c� vo � � Qw -� z �_ tiQzw w � _ � ' �."" c o ` _ E- °� a0 °� 4. 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