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Signed: Sumner Anacker, Project Engineer L E T T E R O F T R A N S M I T T A L To: Jason Karp, Planning Director Date: January 20, 2023 City of Belgrade Planning/Building Dept. Project No: 19076.05 91 East Central Avenue Project: Meadowlark Ranch, Phase V Belgrade, MT 59714 Reference: Floodplain Permit – Debris ☐ By Mail ☐ Next Day Air ☒ Delivered By Hand ☐ To Pick Up Attachments: ☐ SID Pre-Creation Exhibits ☐ Contract Documents ☐ Prints ☒ Plans/Specifications ☐ Change Order ☐ Plat Submittal ☐ Shop Drawings ☐ Estimate ☒ Other MESSAGES: Jason, Attached please find a hard copy of the application materials for a Floodplain Development Permit for Meadowlark Ranch Subdivision, Phase V. These materials include: • Signed Floodplain Application (for Debris Removal) • Weed Management Plan • Site Photos • Plan Set for Meadowlark Ranch Phase V Improvements (See Sheet C1.2 for Debris Areas) I will send these items electronically as well. If you need anything else or have any questions, please let me know. Thank you. ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Sumner Anacker ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Meadowlark Ranch Phase V – Debris Removal ---PAGE BREAK--- Meadowlark Ranch Phase V – Debris Removal ---PAGE BREAK--- Meadowlark Ranch Phase V – Debris Removal ---PAGE BREAK--- Meadowlark Ranch Phase V – Debris Removal ---PAGE BREAK--- Meadowlark Ranch Phase V – Debris Removal ---PAGE BREAK--- Meadowlark Ranch Phase V – Debris Removal ---PAGE BREAK--- VICINITY MAP NORTH PROJECT NO: PREPARED FOR: SITE 19076.03 ISSUED FOR CONSTRUCTION MEADOWLARK RANCH, INC. BILLINGS, MONTANA 59101 175 NORTH 27TH STREET, SUITE 900 BELGRADE, GALLATIN COUNTY, MONTANA MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, AND WATER IMPROVEMENTS 106 East Babcock, Suite L1 Bozeman, Montana 59715 [PHONE REDACTED] sandersonstewart.com C1.0 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION 19076.03 - - - - - - - ISSUED FOR CONSTRUCTION - - - - - 08/17/22 2ND CITY SUBMITTAL 07/21/22 JZ/SA/BG 19076_03_COVER_PROD.DWG - CITY OF BELGRADE BELGRADE, MONTANA 59714 91 EAST CENTRAL STREET Sheet Number Sheet Title C1.0 COVER SHEET C1.1 ABBREVIATIONS AND LEGEND C1.2 OVERALL SITE PLAN C1.3 ORIOLE DRIVE PLAN AND PROFILE C1.4 ORIOLE DRIVE PLAN AND PROFILE C1.5 ORIOLE DRIVE PLAN AND PROFILE C1.6 ORIOLE DRIVE PLAN AND PROFILE C1.7 ORIOLE DRIVE PLAN AND PROFILE C1.8 ORIOLE DRIVE PLAN AND PROFILE C1.9 FALCON RIDGE BOULEVARD PLAN AND PROFILE C1.10 FALCON RIDGE BOULEVARD PLAN AND PROFILE C1.11 LARK LANE PLAN AND PROFILE C1.12 LARK LANE PLAN AND PROFILE C1.13 MELISSA WAY PLAN AND PROFILE C1.14 MELISSA WAY PLAN AND PROFILE SS1.0 ORIOLE DRIVE SANITARY SS1.1 ORIOLE DRIVE SANITARY SS1.2 ORIOLE DRIVE SANITARY SS1.3 ORIOLE DRIVE SANITARY SS1.4 ORIOLE DRIVE SANITARY SS1.5 FALCON RIDGE BOULEVARD SANITARY SS1.6 R.O.W. SANITARY SS1.7 LARK LANE SANITARY SS1.8 LARK LANE SANITARY SS1.9 MELISSA WAY SANITARY SS1.10 MELISSA WAY SANITARY SS1.11 SANITARY SEWER TABLE W1.0 ORIOLE DRIVE WATER W1.1 ORIOLE DRIVE WATER W1.2 ORIOLE DRIVE WATER W1.3 ORIOLE DRIVE WATER W1.4 ORIOLE DRIVE WATER W1.5 ORIOLE DRIVE WATER W1.6 FALCON RIDGE BOULEVARD WATER W1.7 FALCON RIDGE BOULEVARD WATER W1.8 LARK LANE WATER W1.9 LARK LANE WATER W1.10 MELISSA WAY WATER W1.11 MELISSA WAY WATER W1.12 MELISSA WAY WATER STUB SD1.0 ORIOLE DRIVE STORM SD1.1 ORIOLE DRIVE STORM SD1.2 ORIOLE DRIVE STORM SD1.3 ORIOLE DRIVE STORM SD1.4 ORIOLE DRIVE STORM SD1.5 FALCON RIDGE BOULEVARD STORM SD1.6 FALCON RIDGE BOULEVARD STORM SD1.7 NORTH R.O.W. STORM SD1.8 LARK LANE STORM SD1.9 LARK LANE STORM SD1.10 MELISSA WAY STORM SD1.11 MELISSA WAY & SOUTH R.O.W. STORM G1.0 STORMWATER DETENTION & SWALE GRADING G2.0 STORMWATER DETENTION & SWALE GRADING G3.0 INTERSECTION GRADING G4.0 CROSSWALK GRADING G5.0 SD MAINTENANCE GRADING XS1.0 ORIOLE DRIVE X-SECTIONS XS1.1 ORIOLE DRIVE X-SECTIONS XS1.2 ORIOLE DRIVE X-SECTIONS XS1.3 ORIOLE DRIVE X-SECTIONS XS1.4 ORIOLE DRIVE X-SECTIONS XS1.5 ORIOLE DRIVE X-SECTIONS XS1.6 ORIOLE DRIVE X-SECTIONS XS1.7 ORIOLE DRIVE X-SECTIONS XS1.8 ORIOLE DRIVE X-SECTIONS XS1.9 ORIOLE DRIVE X-SECTIONS XS1.10 ORIOLE DRIVE X-SECTIONS XS1.11 ORIOLE DRIVE X-SECTIONS XS1.12 ORIOLE DRIVE X-SECTIONS XS1.13 ORIOLE DRIVE X-SECTIONS XS1.14 ORIOLE DRIVE X-SECTIONS XS1.15 ORIOLE DRIVE X-SECTIONS XS1.16 ORIOLE DRIVE X-SECTIONS XS1.17 FALCON RIDGE BOULEVARD X-SECTIONS XS1.18 FALCON RIDGE BOULEVARD X-SECTIONS XS1.19 FALCON RIDGE BOULEVARD X-SECTIONS XS1.20 FALCON RIDGE BOULEVARD X-SECTIONS XS1.21 FALCON RIDGE BOULEVARD X-SECTIONS XS1.22 LARK LANE X-SECTIONS XS1.23 LARK LANE X-SECTIONS XS1.24 LARK LANE X-SECTIONS XS1.25 LARK LANE X-SECTIONS XS1.26 LARK LANE X-SECTIONS XS1.27 MELISSA WAY X-SECTIONS XS1.28 MELISSA WAY X-SECTIONS XS1.29 MELISSA WAY X-SECTIONS XS1.30 MELISSA WAY X-SECTIONS XS1.31 MELISSA WAY X-SECTIONS XS1.32 MELISSA WAY X-SECTIONS D1.0 DETAILS D1.1 DETAILS D1.2 DETAILS T1.0 SIGNING & STRIPING PLAN T1.1 SIGNING & STRIPING PLAN T1.2 SIGNING & STRIPING PLAN P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_COVER_PROD.dwg, C1.0, 1/20/2023 1:18:46 PM, sanacker, 1:1 ---PAGE BREAK--- CATCH CURB SPILL CURB TRANSITION FROM CATCH TAPER CURB HEAD 3' TO SPILL CURB GRADING PLAN ELECTRIC JUNCTION BOX EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN SIGN POWER POLE EXISTING WATER VALVE EXISTING FIRE HYDRANT BOLLARD BUSH EXISTING CURB STOP FIRE DEPT. CONNECTION FIBER OPTIC PEDESTAL GAS METER GAS MANHOLE GAS VALVE GUYWIRE IRRIGATION VALVE IRRIGATION BOX LIGHT POLE POWER METER POWER MANHOLE ELECTRIC PEDESTAL ROOF DRAIN SIGNAL POLE EXISTING SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE PEDESTAL TRANSFORMER CONIFEROUS TREE DECIDUOUS TREE COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL WELL YARD HYDRANT EW = FINISHED GRADE AT EDGE OF WALK TC = FINISHED GRADE AT TOP BACK OF CURB BC = FINISHED GRADE AT BUILDING CORNER TW = FINISHED GRADE AT TOP OF WALL AC = FINISHED GRADE AT ASPHALT EA = FINISHED GRADE AT EDGE OF ASPHALT EC = FINISHED GRADE AT EDGE OF CONCRETE SDI = STORM DRAIN INLET SDMH = STORM DRAIN MANHOLE FL = FINISHED GRADE AT FLOWLINE FG = FINISHED GRADE EX = APPROXIMATE EXISTING ELEVATION POC = POINT ON CURVE EXISTING WATER REDUCER GAS WELL FOUND CORNER MONUMENT AS NOTED SET CORNER MONUMENT, REBAR WITH CAP BENCHMARK SECTION QUARTER CORNER SECTION CORNER WTR = WATER PI = POINT OF INTERSECTION PRC = POINT OF REVERSE CURVE RT = RIGHT LT = LEFT SS = SANITARY SEWER PT = POINT OF TANGENCY SD = STORM DRAIN GV = GATE VALVE BFV = BUTTERFLY VALVE RED = REDUCER LF = LINEAL FOOT FT = FEET SSMH = SANITARY SEWER MANHOLE BVC = BEGIN VERTICAL CURVE CS = CURB STOP EVC = END VERTICAL CURVE PVI = POINT OF VERTICAL INTERSECTION LINETYPES ABBREVIATIONS SYMBOLS PROPOSED CATCH BASIN PROPOSED WATER REDUCER PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED CURB STOP PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE KEYNOTE CALL OUT (SEE KEYNOTE LEGEND) SRVC = SERVICE (TYP.) = TYPICAL PC = POINT OF CURVATURE EXISTING MONUMENT BOX PROPOSED MONUMENT BOX NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BELGRADE STANDARD MODIFICATIONS, DATED JULY, 2017. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE IS PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. GR = EXISTING GRADE AT GROUND BRK = GRADE BREAK FIBER OPTIC GAS PIPELINE OIL PIPELINE UNDERGROUND POWER SANITARY SEWER STORM DRAIN TELEPHONE TELEVISION/CABLE WATER CONTOUR OVERHEAD POWER FENCE - VINYL FENCE - BARBWIRE FENCE - WOOD CURB AND GUTTER EDGE OF ASPHALT EDGE OF GRAVEL FENCE - CHAINLINK/ WOVEN WIRE EXISTING PROPOSED HP = HIGH POINT DEMO AREA PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED GRAVEL TOP OF CURB - 0.625' = LIP TOP OF CURB - 0.50' = FLOWLINE SPILL CURB TOP OF CURB - 0.375' = LIP TOP OF CURB - 0.50' = FLOWLINE CATCH CURB ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ABBREVIATIONS AND LEGEND MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.1 - 19076_03_COVER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 EXISTING WATER MANHOLE WATER METER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_COVER_PROD.dwg, C1.1, 1/20/2023 1:18:51 PM, sanacker, 1:1 ---PAGE BREAK--- EX. STORMWATER DETENTION FACILITY EX. STORMWATER DETENTION FACILITY PROPOSED STORMWATER DETENTION FACILITY CP#121 CP#12 CP#129 CP#13 CP#14 CP#16 CP#102 ISSUED FOR CONSTRUCTION NORTH FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS OVERALL SITE PLAN MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.2 - 19076_03_SITE_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 0 120 SCALE: 1" = 120' 240 60 120 PHASE 5 PHASE 6 PROJECT SURVEY CONTROL Point # 10 12 13 14 16 102 121 129 132 203 204 Northing 8649.29 10586.39 10993.85 10687.33 10306.74 9585.76 11312.66 11310.13 8625.37 8655.45 8657.74 Easting 11377.57 9147.20 9362.30 9465.88 9754.41 11011.80 8872.76 10203.83 11567.02 11566.72 11326.26 Elevation 4420.71 4404.94 4404.74 4404.06 4407.77 4421.53 4402.82 4401.32 4421.40 4421.43 4421.02 Description CP / CP / CP / CP / CP / FND / 5/8"RBR ORANGE CAP SX / CE-1/16 13174PLS QC /2 ACR. 13174ALLIED FND / 2"ACR.4955R.W.ALLEN FND / 1.5"ACR.12251TD&H FND / 1.5"ACR.12251TD&H NOTE: NOT ALL CONTROL POINTS SHOWN IN PLAN SURVEYED: 12/02/2020 BY: KS P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SITE_PROD.dwg, C1.2, 1/20/2023 1:19:32 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.3 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 8 -BLOCK 6- -BLOCK 7- 6 -BLOCK 6- MEADOWLARK RANCH SUB. PHASE 4 7 9 5 3 -BLOCK 7- MEADOWLARK RANCH SUB. PHASE 4 2 2 1 PARK NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.4 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 11 -BLOCK 6- -BLOCK 3- 10 102 103 OPEN SPACE 1 12 1 -BLOCK 7- 104 13 PARK FALCON RIDGE BLVD. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.4, 1/20/2023 1:21:05 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.5 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE -BLOCK 3- -BLOCK 6- 105 PARK 104 106 107 108 109 14 15 16 17 -BLOCK 6- R.O.W. 110 18 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.5, 1/20/2023 1:21:35 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.6 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 20 -BLOCK 6- -BLOCK 3- 19 21 110 22 18 R.O.W. 109 R.O.W. 111 112 113 114 R.O.W. 115 116 -BLOCK 3- -BLOCK 6- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. LARK LANE P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.6, 1/20/2023 1:22:05 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.7 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 24 -BLOCK 6- -BLOCK 8- 23 12 8 25 R.O.W. 26 27 11 10 9 7 6 LARK LANE 22 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.7, 1/20/2023 1:22:29 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.8 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE -BLOCK 6- -BLOCK 8- 12 27 26 28 29 OPEN SPACE OPEN SPACE 11 R.O.W. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.8, 1/20/2023 1:22:55 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.9 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE -BLOCK 6- -BLOCK 3- 10 102 OPEN SPACE 1 1 -BLOCK 7- FALCON RIDGE BOULEVARD 101 100 99 15 16 17 18 -BLOCK 7- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.9, 1/20/2023 1:23:24 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.10 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 FALCON RIDGE BOULEVARD 100 99 15 16 -BLOCK 7- 98 97 96 14 -BLOCK 3- -BLOCK 3- 95 -BLOCK 3- MEADOWLARK RANCH SUB PHASE 4 13 12 -BLOCK 7- MEADOWLARK RANCH SUB PHASE 4 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.10, 1/20/2023 1:23:50 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.11 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 22 115 116 -BLOCK 3- -BLOCK 6- 117 118 119 120 -BLOCK 8- 6 5 4 3 23 4 LARK LANE MELISSA WAY -BLOCK 3- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.11, 1/20/2023 1:24:21 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.12 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 -BLOCK 8- 2 1 4 MELISSA WAY 3 4 OPEN SPACE OPEN SPACE 3 2 1 LARK LANE -BLOCK 11- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.12, 1/20/2023 1:24:51 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.13 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 120 -BLOCK 8- 4 3 4 LARK LANE MELISSA WAY -BLOCK 3- 123 124 125 122 121 119 -BLOCK 11- 5 6 7 8 126 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.13, 1/20/2023 1:25:20 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY PLAN AND PROFILE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA C1.14 - 19076_03_STREET_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 MELISSA WAY -BLOCK 3- 126 -BLOCK 11- 8 OPEN SPACE OPEN SPACE 125 127 1 -BLOCK 3- MEADOWLARK RANCH SUB PHASE 4 PARK -BLOCK 1- MEADOWLARK PHASE 2 RANCH SUB. COMMON AREA NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STREET_PROD.dwg, C1.14, 1/20/2023 1:25:43 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.0 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 8 -BLOCK 6- -BLOCK 7- 6 -BLOCK 6- MEADOWLARK RANCH SUB. PHASE 4 7 9 2 1 PARK FALCON RIDGE BLVD. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.0, 1/20/2023 1:26:55 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.1 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 11 -BLOCK 6- -BLOCK 3- 10 102 103 12 104 13 PARK NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.1, 1/20/2023 1:27:22 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.2 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE -BLOCK 3- -BLOCK 6- 105 106 107 109 14 15 16 17 -BLOCK 6- R.O.W. 110 18 19 20 R.O.W. 108 -BLOCK 3- 111 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER R.O.W. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.2, 1/20/2023 1:27:47 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.3 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 20 21 23 111 112 113 114 R.O.W. 115 116 -BLOCK 3- -BLOCK 6- 22 -BLOCK 3- LARK LANE NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.3, 1/20/2023 1:28:12 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.4 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 -BLOCK 6- -BLOCK 8- 12 27 26 28 29 OPEN SPACE OPEN SPACE 11 R.O.W. R.O.W. ORIOLE DRIVE 25 24 23 -BLOCK 6- -BLOCK 8- 8 10 9 7 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.4, 1/20/2023 1:28:39 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.5 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 FALCON RIDGE BOULEVARD 101 100 99 15 16 17 18 -BLOCK 7- -BLOCK 3- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER 14 98 97 96 13 -BLOCK 7- MEADOWLARK RANCH SUB PHASE 4 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.5, 1/20/2023 1:29:03 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS R.O.W. SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.6 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 20 -BLOCK 6- -BLOCK 3- 110 R.O.W. R.O.W. 111 19 ORIOLE DRIVE 24 -BLOCK 6- 25 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.6, 1/20/2023 1:29:23 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.7 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 22 115 116 -BLOCK 3- -BLOCK 6- 117 118 119 120 -BLOCK 8- 6 5 4 3 4 LARK LANE MELISSA WAY -BLOCK 3- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.7, 1/20/2023 1:29:38 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.8 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 -BLOCK 8- 2 1 4 MELISSA WAY 3 4 OPEN SPACE OPEN SPACE 3 2 1 LARK LANE -BLOCK 11- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.8, 1/20/2023 1:30:03 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.9 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 120 -BLOCK 8- 4 3 4 STREET 1 MELISSA WAY -BLOCK 3- 123 124 125 122 121 119 5 6 7 8 126 -BLOCK 11- NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.9, 1/20/2023 1:30:33 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY SANITARY MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.10 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 -BLOCK 3- OPEN SPACE OPEN SPACE 127 1 -BLOCK 3- MEADOWLARK RANCH SUB PHASE 4 PARK -BLOCK 1- MEADOWLARK PHASE 2 RANCH SUB. COMMON AREA MELISSA WAY NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -EXTEND ALL SEWER SERVICES 16' INTO LOTS FROM BACK OF WALK. -ALL SEWER MANHOLES ARE 48" DIAMETER P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.10, 1/20/2023 1:30:56 PM, sanacker, 1:1 ---PAGE BREAK--- FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS SANITARY SEWER TABLE MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SS1.11 - 19076_03_SAN_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_SAN_PROD.dwg, SS1.11, 1/20/2023 1:31:17 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.0 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 8 -BLOCK 6- -BLOCK 7- 6 -BLOCK 6- MEADOWLARK RANCH SUB. PHASE 4 7 9 3 -BLOCK 7- MEADOWLARK RANCH SUB. PHASE 4 2 1 PARK NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.0, 1/20/2023 1:32:35 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.1 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 11 -BLOCK 6- -BLOCK 3- 10 102 103 OPEN SPACE 12 1 -BLOCK 7- 104 13 PARK FALCON RIDGE BOULEVARD -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.1, 1/20/2023 1:33:00 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.2 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE -BLOCK 3- -BLOCK 6- 105 PARK 104 106 107 108 109 14 15 16 17 -BLOCK 6- R.O.W. 110 18 -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.2, 1/20/2023 1:33:20 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.3 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 20 -BLOCK 6- -BLOCK 3- 19 21 110 22 18 R.O.W. 109 R.O.W. 111 112 113 114 R.O.W. 115 116 -BLOCK 3- -BLOCK 6- -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.3, 1/20/2023 1:33:45 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.4 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 24 -BLOCK 6- 23 12 8 25 R.O.W. 26 27 11 10 7 6 LARK LANE 22 -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.4, 1/20/2023 1:34:10 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.5 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE -BLOCK 6- -BLOCK 8- 12 27 26 28 29 OPEN SPACE OPEN SPACE 11 R.O.W. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.5, 1/20/2023 1:34:34 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.6 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE -BLOCK 6- -BLOCK 3- 10 102 OPEN SPACE 1 -BLOCK 7- FALCON RIDGE BOULEVARD 101 100 99 15 16 17 18 -BLOCK 7- -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.6, 1/20/2023 1:34:55 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.7 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 FALCON RIDGE BOULEVARD 100 99 15 16 -BLOCK 7- 98 97 96 14 -BLOCK 3- -BLOCK 3- 95 -BLOCK 3- MEADOWLARK RANCH SUB PHASE 4 13 12 -BLOCK 7- MEADOWLARK RANCH SUB PHASE 4 94 -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.7, 1/20/2023 1:35:20 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.8 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 ORIOLE DRIVE 22 115 116 -BLOCK 3- -BLOCK 6- 117 118 119 120 -BLOCK 8- 6 5 4 3 23 4 LARK LANE MELISSA WAY -BLOCK 3- -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.8, 1/20/2023 1:35:46 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.9 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 -BLOCK 8- 2 1 4 MELISSA WAY 3 4 OPEN SPACE OPEN SPACE 3 2 1 LARK LANE -BLOCK 11- -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.9, 1/20/2023 1:36:10 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.10 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 120 -BLOCK 8- 4 3 4 LARK LANE MELISSA WAY -BLOCK 3- 123 124 125 122 121 119 -BLOCK 11- 5 6 7 8 126 -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.10, 1/20/2023 1:36:30 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY WATER MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.11 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 MELISSA WAY -BLOCK 3- 126 -BLOCK 11- 8 OPEN SPACE OPEN SPACE 125 127 1 -BLOCK 3- MEADOWLARK RANCH SUB PHASE 4 PARK -BLOCK 1- MEADOWLARK PHASE 2 RANCH SUB. COMMON AREA -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.11, 1/20/2023 1:36:56 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY WATER STUB MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA W1.12 - 19076_03_WATER_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 MELISSA WAY -BLOCK 3- 126 OPEN SPACE OPEN SPACE -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL WATER MAINS TO BE DR14 C900 PVC. ALL WATER SERVICES TO BE 1" CLASS 200 W/ DR7 POLYETHYLENE PIPE. -JOINT RESTRAINT TO BE PROVIDED BY THRUST BLOCKS IN CONFORMANCE WITH CITY OF BELGRADE STANDARD DRAWING NO. 02730-50. -ANY VALVE OPERATING NUTS THAT ARE GREATER THAN 8 FEET IN DEPTH FROM THE TOP OF THE NUT TO THE FINISH GRADE SURFACE SHALL BE SUPPLIED WITH VALVE OPERATOR EXTENSIONS. THESE EXTENSIONS SHALL BE SECURELY CONNECTED TO THE VALVE OPERATOR AND SHALL COME TO A LEVEL OF 6-6.5 FEET BELOW FINISHED GRADE. THEY SHALL BE "PERMANENTLY CENTERED" IN THE VALVE BOX FOR EASE OF OPERATION. SECURELY CONNECT TO THE VALVE OPERATOR NUT BY DRILLING A HOLE 1 4 INCH IN DEPTH OF SUFFICIENT SIZE TO ALLOW THE SET SCREW TO BE SEATED. THE HOLE MUST BE COATED WITH THE SAME COATING AT THE 2 INCH OPERATING NUT OR AN APPROVED EQUAL. THE SET SCREW THREADS SHALL BE COATED WITH LOCK TIGHT PRIOR TO THE CONNECTION TO THE OPERATING NUT. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -PROVIDE A NAIL WITH WHISKERS AT ALL WATER MAIN BEND LOCATIONS FOR FIELD LOCATING OF THE BEND POST-CONSTRUCTION. CARSONITE MODEL CRM UTILITY MARKERS (BLUE) SHALL BE INSTALLED AT LOCATIONS OUTSIDE PAVING LIMITS FOR BENDS AND TEMPORARY CAPS/PLUGS. P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_WATER_PROD.dwg, W1.12, 1/20/2023 1:37:20 PM, sanacker, 1:1 ---PAGE BREAK--- ORIOLE DRIVE 11 -BLOCK 6- -BLOCK 3- 10 102 103 OPEN SPACE 12 104 FALCON RIDGE BLVD. -BLOCK 7- 1 9 MIN.FF ELEVATION = 4406.93' ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.0 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.0, 1/20/2023 1:38:52 PM, sanacker, 1:1 ---PAGE BREAK--- ORIOLE DRIVE -BLOCK 3- -BLOCK 6- 105 106 14 15 16 17 R.O.W. 104 PARK 1 13 12 103 107 108 MIN.FF ELEVATION = 4407.39' MIN.FF ELEVATION = 4408.02' MIN.FF ELEVATION = 4407.74' MIN.FF ELEVATION = 4406.93' ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.1 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: - EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.1, 1/20/2023 1:39:14 PM, sanacker, 1:1 ---PAGE BREAK--- ORIOLE DRIVE R.O.W. 1 -BLOCK 6- R.O.W. 4 16 17 18 19 20 21 R.O.W. 2 -BLOCK 3- 107 108 109 110 111 112 ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.2 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' HORIZONTAL SCALE:1" = 20' NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR 20 10 0 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.2, 1/20/2023 1:39:38 PM, sanacker, 1:1 ---PAGE BREAK--- 21 22 23 -BLOCK 6- -BLOCK 8- 06 112 113 114 115 116 -BLOCK 3- ORIOLE DRIVE LARK LANE ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.3 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.3, 1/20/2023 1:39:54 PM, sanacker, 1:1 ---PAGE BREAK--- -BLOCK 6- -BLOCK 8- 12 27 26 28 29 OPEN SPACE OPEN SPACE 11 R.O.W. ORIOLE DRIVE 10 25 MIN.FF ELEVATION = 4410.08' MIN.FF ELEVATION = 4410.9' MIN.FF ELEVATION = 4410.09' MIN.FF ELEVATION = 4409.31' MIN.FF ELEVATION = 4409.33' = ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.4 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.4, 1/20/2023 1:40:14 PM, sanacker, 1:1 ---PAGE BREAK--- ORIOLE DRIVE -BLOCK 6- 102 OPEN SPACE 1 -BLOCK 7- FALCON RIDGE BOULEVARD 101 100 99 16 17 18 -BLOCK 3- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.5 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.5, 1/20/2023 1:40:25 PM, sanacker, 1:1 ---PAGE BREAK--- 16 17 18 FALCON RIDGE BOULEVARD 15 14 99 98 97 96 100 101 -BLOCK 7- -BLOCK 3- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.6 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.6, 1/20/2023 1:40:49 PM, sanacker, 1:1 ---PAGE BREAK--- ORIOLE DRIVE 16 -BLOCK 6- R.O.W. 3 15 ORIOLE DRIVE ? -BLOCK 6- 28 -BLOCK 3- 106 108 107 17 MIN.FF ELEVATION = 4410.9' ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS NORTH R.O.W. STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.7 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.7, 1/20/2023 1:41:04 PM, sanacker, 1:1 ---PAGE BREAK--- ORIOLE DRIVE 22 115 116 -BLOCK 3- -BLOCK 6- 117 118 119 120 -BLOCK 8- 6 5 4 3 LARK LANE MELISSA WAY -BLOCK 3- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.8 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH 4 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.8, 1/20/2023 1:41:28 PM, sanacker, 1:1 ---PAGE BREAK--- -BLOCK 8- 2 1 4 MELISSA WAY 3 4 3 2 LARK LANE -BLOCK 11- MIN.FF ELEVATION = 4412.69' MIN.FF ELEVATION = 4412.88' MIN.FF ELEVATION = 4412.81' ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.9 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.9, 1/20/2023 1:41:45 PM, sanacker, 1:1 ---PAGE BREAK--- 120 -BLOCK 8- 4 3 4 LARK LANE 121 119 -BLOCK 3- OPEN SPACE 127 1 -BLOCK 3- MEADOWLARK RANCH PHASE 4 PARK -BLOCK 1- MEADOWLARK PHASE 2 RANCH SUB. COMMON AREA MELISSA WAY ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.10 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.10, 1/20/2023 1:42:08 PM, sanacker, 1:1 ---PAGE BREAK--- -BLOCK 3- OPEN SPACE 127 1 -BLOCK 3- MEADOWLARK RANCH SUB PHASE 4 PARK -BLOCK 1- MEADOWLARK PHASE 2 RANCH SUB. COMMON AREA MELISSA WAY 112 R.O.W. 4 21 111 - BLOCK 3 - 20 - BLOCK 6 - ORIOLE DRIVE ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY & SOUTH R.O.W. STORM MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA SD1.11 - 19076_03_STORM_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL CONSTRUCTION WILL CONFORM TO SIXTH EDITION, 2010, AND CITY OF BELGRADE MODIFICATIONS TO 2017. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BELGRADE'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BELGRADE PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. -CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. -A WATER MAIN FLUSHING, CHLORINATING, AND BACTERIOLOGICAL TESTING PLAN SHALL BE SUBMITTED TO THE CITY OF BELGRADE AT LEAST 48 HOURS PRIOR TO SCHEDULING ANY FLUSHING OR TESTING FOR ALL NEW WATER MAINS, FIRE LINES AND SERVICES. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ALL STORM DRAIN PIPE TO BE CLASS III. -ALL TRENCH BACKFILL TO BE "TYPE A" IN ACCORDANCE WITH SECTION 02221 OF 6TH EDITION APRIL 2010. -MINIMUM FINISH FLOOR ELEVATION WAS CALCULATED AS THE GREATER OF THE FOLLOWING: -BFE + 2.0' = FINISH FLOOR -TC + 1.5' = FINISH FLOOR P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_STORM_PROD.dwg, SD1.11, 1/20/2023 1:42:43 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS STORMWATER DETENTION & SWALE GRADING MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA G1.0 - 19076_03_GRADING_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE:1" = 20' 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_GRADING_PROD.dwg, G1.0, 1/20/2023 1:44:00 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS STORMWATER DETENTION & SWALE GRADING MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA G2.0 - 19076_03_GRADING_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE: 1"=20' 20 40 NORTH 40 20 0 HORIZONTAL SCALE: 1"=40' 40 80 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 8 7 6 5 4 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_GRADING_PROD.dwg, G2.0, 1/20/2023 1:44:20 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS INTERSECTION GRADING MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA G3.0 - 19076_03_INTGRADING_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE: 1"=20' 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_INTGRADING_PROD.dwg, G3.0, 1/20/2023 1:45:31 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS CROSSWALK GRADING MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA G4.0 - 19076_03_INTGRADING_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE: 1"=20' 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_INTGRADING_PROD.dwg, G4.0, 1/20/2023 1:45:41 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS SD MAINTENANCE GRADING MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA G5.0 - 19076_03_INTGRADING_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 NORTH VERTICAL SCALE: 1"=5' 20 10 0 HORIZONTAL SCALE: 1"=20' 20 40 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_INTGRADING_PROD.dwg, G5.0, 1/20/2023 1:45:54 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.0 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.0, 1/20/2023 1:46:16 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.1 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.1, 1/20/2023 1:46:19 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.2 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.2, 1/20/2023 1:46:24 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.3 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.3, 1/20/2023 1:46:30 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.4 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.4, 1/20/2023 1:46:35 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.5 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.5, 1/20/2023 1:46:40 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.6 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.6, 1/20/2023 1:46:45 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.7 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.7, 1/20/2023 1:46:50 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.8 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.8, 1/20/2023 1:46:55 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.9 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.9, 1/20/2023 1:47:00 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.10 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.10, 1/20/2023 1:47:05 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.11 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.11, 1/20/2023 1:47:09 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.12 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.12, 1/20/2023 1:47:15 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.13 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.13, 1/20/2023 1:47:20 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.14 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.14, 1/20/2023 1:47:25 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.15 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.15, 1/20/2023 1:47:30 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS ORIOLE DRIVE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.16 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.16, 1/20/2023 1:47:35 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.17 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.17, 1/20/2023 1:47:40 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.18 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.18, 1/20/2023 1:47:45 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.19 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.19, 1/20/2023 1:47:50 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.20 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.20, 1/20/2023 1:47:55 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS FALCON RIDGE BOULEVARD X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.21 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.21, 1/20/2023 1:48:00 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.22 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.22, 1/20/2023 1:48:05 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.23 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.23, 1/20/2023 1:48:10 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.24 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.24, 1/20/2023 1:48:15 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.25 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.25, 1/20/2023 1:48:20 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS LARK LANE X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.26 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.26, 1/20/2023 1:48:25 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.27 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.27, 1/20/2023 1:48:30 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.28 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.28, 1/20/2023 1:48:35 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.29 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.29, 1/20/2023 1:48:40 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.30 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.30, 1/20/2023 1:48:45 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.31 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.31, 1/20/2023 1:48:50 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS MELISSA WAY X-SECTIONS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA XS1.32 - 19076_03_XS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 VERTICAL SCALE: 1"=5' 0 20 HORIZONTAL SCALE: 1" = 20' 40 10 20 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_XS_PROD.dwg, XS1.32, 1/20/2023 1:48:55 PM, sanacker, 1:1 ---PAGE BREAK--- ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS DETAILS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA D1.0 - 19076_03_DETAILS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_DETAILS_PROD.dwg, D1.0, 1/20/2023 1:49:02 PM, sanacker, 1:1 ---PAGE BREAK--- C TYPICAL MAIL BOX CONCRETE BASE DETAIL ISSUED FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS DETAILS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA D1.1 - 19076_03_DETAILS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_DETAILS_PROD.dwg, D1.1, 1/20/2023 1:49:04 PM, sanacker, 1:1 ---PAGE BREAK--- FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS DETAILS MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA D1.2 - 19076_03_DETAILS_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 P:\19076_03_Meadowlark_Ranch_Subdivision_Phase_V_Design_and_Final_Plat\CADD_C3D\PRODUCTION_DWG\19076_03_DETAILS_PROD.dwg, D1.2, 1/20/2023 1:49:09 PM, sanacker, 1:1 ---PAGE BREAK--- 102 1 101 16 17 -BLOCK 16 15 106 108 17 18 -BLOCK 3- 107 109 18 FALCON RIDGE BOULEVARD 15 14 99 98 97 96 100 ORIOLE DRIVE 11 -BLOCK 6- -BLOCK 3- 10 103 OPEN SPACE 12 104 -BLOCK 7- 9 8 7 13 PARK 14 2 3 105 ISSUED FOR CONSTRUCTION NORTH FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS SIGNING & STRIPING PLAN MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA T1.0 - 19076_03_SIGN & STRIPE_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 0 40 SCALE: 1" = 40' 80 20 40 ---PAGE BREAK--- -BLOC 2 3 116 6 5 4 LARK LANE ORIOLE DRIVE -BLOCK 6- 16 15 ORIOLE DRIVE 28 106 108 17 18 19 20 21 -BLOCK 3- 107 109 111 22 23 -BLOCK 6- -BLOCK 8- 112 113 114 115 -BLOCK 3- 105 110 24 25 26 27 29 7 8 9 10 11 12 PARKING NO FIRE LANE ISSUED FOR CONSTRUCTION NORTH FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS SIGNING & STRIPING PLAN MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA T1.1 - 19076_03_SIGN & STRIPE_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 0 40 SCALE: 1" = 40' 80 20 40 ---PAGE BREAK--- -BLOCK 8- 2 1 4 3 3 2 -BLOCK 11- 118 119 120 5 4 NE LARK LANE MELISSA WAY -BLOCK 3- 123 124 122 121 5 6 7 1 125 126 OPEN SPACE 127 OPEN SPACE 8 PARKING NO FIRE LANE ISSUED FOR CONSTRUCTION NORTH FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION AND WATER IMPROVEMENTS SIGNING & STRIPING PLAN MEADOWLARK RANCH SUB., PHASE 5 PROVIDING STREET, STORM DRAIN, SANITARY SEWER, BELGRADE, GALLATIN COUNTY, MONTANA T1.2 - 19076_03_SIGN & STRIPE_PROD.DWG JZ/SA/BG 07/21/22 2ND CITY SUBMITTAL 08/17/22 - - - - - ISSUED FOR CONSTRUCTION - - - - - - - 19076.03 0 40 SCALE: 1" = 40' 80 20 40