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HomeMy WebLinkAboutINFRASTRUCTURE PLAN 10.25.22 - 22-00788 - Madison Station Apartments - Trejo St - Plat-Reviewed-Corrections-Required (7)Author Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Todd Smith Todd.Smith@rexburg.org 208-372-2181 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : Madison Station Apartments - Bldg 1 Address : 512 S Yellowstone Hwy Application Type : Document Filename : INFRASTRUCTURE PLAN 10.25.22 - 22-00788 - Madison Station Apartments - Trejo St - Plat.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 4 OVERALL SITE PLAN Free Text Todd Smith : Broadband Open 4 As per Resolution 2022-07, adopted April 6, 2022, new development is required to follow standards for the installation of fiber conduit and distribution boxes. Location of conduit and distribution boxes need to be identified and shown on plans. 4 OVERALL SITE PLAN Callout Stan Crittenden : Fire Open 4 International Fire Code 503.1.1 access roads must extend to within 150 ft. of all portions of the exterior walls of the first story of the building. 4 OVERALL SITE PLAN Callout Stan Crittenden : Fire Open 4 IFC 2018 (D103.3 & Local code requires that the inside turning radius of 30 ft. min. and outside turning radius of 45 ft. min. While maintaining the 20 ft. min. width. 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC # 22-00795 New Multi-Family Residence Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 11.08.2022 Approval of plans does not constitute approval of variance from code Page 1 of 2 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Free Text Stan Crittenden : Fire Open 4 FDC 4 OVERALL SITE PLAN Callout Stan Crittenden : Fire Open 4 IFC 2018 (912) & Local code require that there be a hydrant with-in 150 ft. of the Fire Department connection. 4 OVERALL SITE PLAN Free Text Kyle Baldwin : P&Z Open 4 Snow Storage locations and calculated areas must be shown on Site Plan 4 OVERALL SITE PLAN Callout Kyle Baldwin : P&Z Open 4 This section of sidewalk must be 6' wide 4 OVERALL SITE PLAN Callout Joel Gray : PW Open 4 Show future road and water connections 4 OVERALL SITE PLAN Callout Joel Gray : PW Open 4 Easements required for sewer line 4 OVERALL SITE PLAN Callout Joel Gray : PW Open 4 Easements required for sewer line 4 OVERALL SITE PLAN Callout Joel Gray : PW Open 4 Break away bollards or swing gates must be installed. 4 OVERALL SITE PLAN Free Text Joel Gray : PW Open 4 Need calculations for fire flow requirements 4 OVERALL SITE PLAN Callout Joel Gray : PW Open 4 Last 2 dumpsters not servicable. 4 OVERALL SITE PLAN Callout Joel Gray : PW Open 4 Easement for pathway required. 4 OVERALL SITE PLAN Callout Joel Gray : PW Open 4 Commercial approach required. 14 DETAILS Callout Joel Gray : PW Open 14 Same as 2" meter detail Report Date: 11.08.2022 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 cover.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 03:59 PM 1 ---- COVER C I V I L S I T E W O R K F O R : PART OF THE EAST Q U A R T E R O F S E C T I O N 2 5 , T O W N S H I P 6 N O R T H , R A N G E 3 9 E A S T , B O I S E M E R I D I A N , C I T Y O F R E X B U R G , M A D I S O N C O U N T Y , I D A H O A P P R O V E D B Y : C I T Y O F R E X B U R G E N G I N E E R I N G D E P A R T M E N T A P P R O V E D B Y : R O C K Y M O U N T A I N P O W E R A P P R O V E D B Y : C I T Y O F R E X B U R G F I R E D E P A R T M E N T A P P R O V E D B Y : L U M E N A P P R O V E D B Y : I N T E R M O U N T A I N G A S MAD I S O N S T A T I O N A P A R T M E N T S O c t o b e r 2 0 2 2 AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 D e s i g n e d B y : A G L E R O C K N G I N E E R I N G C I V I L P L A N N I N G S U R V E Y I N G I D A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 E R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 IDAHO FALLS REXBURGBLACKFOOTCHUBBUCKTWIN FALLS SUN VALLEY CASCADE McCALLBOISE MOSCOW COUER d'ALENERUPERTSALMONAMMONST.ANTHONY ISLAND PARKPOCATELLOMOUNTAINHOMERIGBYIONASHELLEY V O L M O S S R D . P R O J E C T L O C A T I O N T R E J O S T . MARLIN AVE. S. 1000 St W W . 5 T H S . W . 6 T H S . S t T U R I N W A Y S H E E T I N D E X S H E E T N o . S H E E T N A M E S H E E T T I T L E 1 C O V E R 2 G - 1 N O T E S 3 C - 1 E X I S T I N G C O N D I T I O N S & D E M O L I T I O N P L A N 4 C - 2 O V E R A L L S I T E P L A N 5 C - 3 G R A D I N G & S T O R M P L A N 6 C - 4 S T O R M A R E A T A B L E S 7 P P - 1 A L I G N M E N T D , G , & E 8 P P - 2 A L I G N M E N T F 9 P P - 3 A L I G N M E N T C & H 1 0 P P - 4 A L I G N M E N T A 1 1 P P - 5 A L I G N M E N T B , I , & J 1 2 P P - 6 A L I G N M E N T K 1 3 S W P P P S T R O M W A T E R P O L L U T I O N P R E V E N T I O N P L A N 1 4 D - 1 D E T A I L S 1 5 D - 2 D E T A I L S File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 notes.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 03:59 PM 2 G-1 NOTES AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 GID U O Y E R O F E B L L A C D I G L I N E 1 - 8 0 0 - 3 4 2 - 1 5 8 5 E L E C T R I C A L N O T E S : 1.ALL TRAFFIC SIGNING SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES (MUTCD) WITH THE FOLLOWING EXCEPTIONS:2.ALL STOP AND YIELD SIGNS USED IN ANY SUBDIVISION SHALL BE A MINIMUM 30”X 30”. ENGINEER GRADE SHEETING SHALL NOT BEALLOWED.3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND AND LEGEND SHALL BE REFLECTIVESTANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL HAVE A BLUEBACKGROUND.4.SUBSTRATE MATERIAL SHALL BE ALUMINUM; NO FIBERGLASS OR PLASTIC WILL BE ACCEPTED.5.THE MINIMUM SIZE FOR SPEED LIMIT SIGNS SHALL BE 24”W X 30”L WITH BLACK LEGEND ON WHITE BACKGROUND.6.POSTS SHALL BE METAL AND SHALL BE ANCHORED WITH A “SOIL TYPE” ANCHOR. NO CONCRETE SHALL BE USED AS AN ANCHOR.POSTS SHALL BE 2”X 2” SQUARE AND SHALL MEET BREAK-A-WAY STANDARDS OF THE STATE OF IDAHO. NO U-CHANNEL SHALL BEUSED.7.THE MINIMUM HEIGHT OF SIGNS SHALL BE 6' FROM THE ROAD SURFACE TO THE BOTTOM OF THE SIGN.8.MAINTENANCE OF ALL STREET AND TRAFFIC SIGNS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE STREETS AREOFFICIALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG.SIGNING NOTES:GENERAL NOTES: 1 . A L L N E W E L E C T R I C A L F A C I L I T I E S S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E C U R R E N T R O C K Y M O U N T A I N P O W E R S E R V I C E P O L I C Y . 2 . D E V E L O P E R S H A L L B E A R A L L C O S T S T O R E L O C A T E O R R E M O V E E X I S T I N G P O W E R P O L E S , L I G H T P O L E S , A N C H O R G U Y S A N D M I S C E L L A N E O U S E L E C T R I C A L F A C I L I T I E S . 3 . A L L P V C E L E C T R I C C O N D U I T S S H A L L B E P V C S C H E D U L E 4 0 . A L L F I B E R G L A S S C O N D U I T S S H A L L M E E T R O C K Y M O U N T A I N P O W E R ' S M A R K I N G A N D S T R E N G T H R A T I N G R E Q U I R E M E N T S . C O N D U I T D I A M E T E R S S H A L L M E E T R O C K Y M O U N T A I N P O W E R ' S D E S I G N . A L L E L B O W S S W E E P R A D I I S H A L L B E 3 6 ” , 4 8 ” O R 6 0 ” D E P E N D I N G O N R O C K Y M O U N T A I N P O W E R ' S D E S I G N . 4 . A L L P R I M A R Y A N D S E C O N D A R Y C O N D U I T S S H A L L B E P R O V I D E D A N D I N S T A L L E D B Y T H E D E V E L O P E R . 5 . T R E N C H E X C A V A T I O N A N D C O N D U I T P L A C E M E N T S H A L L B E I N A C C O R D A N C E W I T H R O C K Y M O U N T A I N P O W E R S E R V I C E P O L I C Y S P E C I F I C A T I O N S A N D I N A C C O R D A N C E W I T H O S H A S T A N D A R D S . C O N D U I T T R E N C H D E P T H S S H A L L B E B E T W E E N 3 6 ” A N D 4 8 ” ( N O T T O E X C E E D 6 0 ” ) A N D I N C L U D E T H E R E Q U I R E D S A N D P L A C E M E N T B E L O W A N D A B O V E T H E P L A C E D C O N D U I T . 6 . T H E E N G I N E E R S H A L L P R O V I D E A L L S T A K I N G A N D L A Y O U T O F N E W E L E C T R I C A L F A C I L I T I E S I N C L U D I N G P O W E R P O L E S . 7 . T H E C O N T A C T O R S H A L L R E T A I N A N D P R O T E C T A L L E X I S T I N G P O W E R P O L E S A N D E L E C T R I C A L F A C I L I T I E S D U R I N G C O N S T R U C T I O N . 8 . T H E D E V E L O P E R S H A L L C O O R D I N A T E A L L E L E C T R I C A L C O N S T R U C T I O N W I T H R O C K Y M O U N T A I N P O W E R . 9 . C L E A R A N C E B E T W E E N O V E R H E A D P O W E R A N D N E W B U I L D I N G S T R U C T U R E S S H A L L B E M A I N T A I N E D M E E T I N G T H E C U R R E N T R O C K Y M O U N T A I N P O W E R S E R V I C E P O L I C Y . 1 0 . S E E R O C K Y M O U N T A I N P O W E R E L E C T R I C A L S I T E P L A N F O R O F F - S I T E A N D O N - S I T E E L E C T R I C A L L A Y O U T A N D I N S T A L L A T I O N D E T A I L S . I N T H E E V E N T T H E F I B E R O P T I C U T I L I T Y E L E C T S T O U S E T H E S A M E T R E N C H , T H E Y M U S T M E E T N E S C U N D E R G R O U N D U T I L I T Y C L E A R A N C E S . 1 1 . A 1 5 F O O T W I D E P U B L I C U T I L I T Y E A S E M E N T I S P E R P E T U A L L Y R E S E R V E D W I T H I N E A C H L O T A L O N G A L L R O A D F R O N T A G E S F O R T H E U S E O F P U B L I C U T I L I T I E S W I T H I N T H I S S U B D I V I S I O N . N O P E R M A N E N T S T R U C T U R E S , S I D E W A L K S , A N D D R I V E W A Y S S H A L L B E C O N S T R U C T E D O V E R S A I D E A S E M E N T ( O T H E R T H A N C R O S S I N G S ) I N O R D E R F O R T H E U T I L I T Y C O M P A N I E S T O M A I N T A I N . F I R E D E P A R T M E N T N O T E S : 1 . T U R N I N G R A D I U S ( C U L - D E - S A C S / H A M M E R H E A D S ) S H A L L M E E T I F C D 1 0 3 . 4 . D E A D E N D S S H A L L R E Q U I R E A 9 6 ' D I A M E T E R C U L - D E - S A C F O R T U R N I N G E M E R G E N C Y V E H I C L E S . T H E C U L - D E - S A C D E S I G N F O R T H I S S U B D I V I S I O N I S D E S I G N E D W I T H A 9 8 ' D I A M E T E R T U R N A R O U N D F R O M B A C K O F C U R B S ( 9 6 ' T U R N I N G W I D T H ) . 2 . F I R E C O D E S I G N A G E S H A L L B E D E T E R M I N E D B Y T H E F I R E C O D E O F F I C I A L . W H E N R E Q U I R E D , S I G N S M E E T I N G I F C D 1 0 3 . 6 S H A L L B E I N S T A L L E D ( R E Q U I R E D U P O N O F F I C I A L O R W H E N S T R E E T S C O M I N G I N T O D E A D E N D S A R E L E S S T H A N 2 6 ' I N W I D T H A N D T H E T U R N I N G R A D I U S D O E S N O T M E E T 9 6 ' D I A M E T E R ) . 1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES(RESOLUTION 2016-15).2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICTTHE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.3.BASIS OF BEARINGS ARE 2004 CITY GRID.4.ELEVATIONS SHOWN ARE NAVD 88 DATUM TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHTINTERFERE WITH NORMAL OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEAPPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TOBEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES ANDFOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONALMATERIAL THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTIONAND DUST CONTROL MEASURES.8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTHWHILE STILL MEETING REGULATORY REQUIREMENTS. FOR BIDDING PURPOSES CONTACT OWNER FOR TEST HOLE DEPTH OF ROCK.9.LITTLE DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO WALK JOB AND IDENTIFY MINORDEMOLITION WORK PRIOR TO BIDDING.10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED ANDMAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTEDAND CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITYENGINEER. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDINGPERMITS, CERTIFICATE OF OCCUPANCY, AND WATER OR ELECTRICAL SERVICE.11.LANDSCAPING SIGNS NOT TO EXCEED 3 FEET IN HEIGHT IN THE CLEAR SIGHT TRIANGLE.12.THERE SHALL BE A 15-FOOT WIDE PUBLIC UTILITY EASEMENT WITHIN EACH LOT ALONG ALL ROAD/STREET FRONTAGESFOR POWER, PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERSAND PHONE BOXES WILL BE FIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEENCONSTRUCTED TO SUBGRADE AND SIDE SLOPES HAVE BEEN COMPLETED.13.ALL FRONTAGE PUBLIC UTILITY EASEMENTS (PUE) SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.14.LUMEN/CENTURY LINK/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS(CONTRACTOR SHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTIONSTAKING OF POWER SHALL BE CONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZEMEETING ROCKY MOUNTAIN POWER DESIGN PRIOR TO CONSTRUCTION.15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURALGAS MUST BE IN A SEPARATE TRENCH.16.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH.17.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION.WATER NOTES:1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS ANDSPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTALSEPARATION DISTANCES AND SLOPE REQUIREMENTS.2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWERMEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS ATAPPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE NOZZLE PER CITY STANDARDS.7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO CONTACT DIG LINE PRIOR TO ALLEXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICESREQUIRED.8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATEOF IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR ANDMOUNTED IN A HORIZONTAL POSITION WITHIN A HEATED MECHANICAL ROOM.9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE INTERNATIONAL FIRE CODE AND SHALLINCLUDE ALL APPURTENANCES (IF APPLICABLE).10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATERSERVICES.11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWASTANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING ANDDISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWASTANDARDS REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA. S T O R M S E W E R N O T E S : 1 . A L L S T O R M S E W E R S H A L L M E E T C U R R E N T C I T Y O F R E X B U R G S T A N D A R D D R A W I N G S A N D S P E C I F I C A T I O N S . T H I S S H A L L I N C L U D E A L L M A T E R I A L S , L A B O R , A N D I N S T A L L A T I O N I N C L U D I N G V E R T I C A L A N D H O R I Z O N T A L S E P A R A T I O N D I S T A N C E S A N D S L O P E R E Q U I R E M E N T S . 2 . S E P A R A T I O N R E Q U I R E M E N T S : W A T E R L I N E S H A L L H A V E A M I N I M U M S E P A R A T I O N D I S T A N C E O F T E N ( 1 0 ) F E E T F R O M A N Y S A N I T A R Y S E W E R O R S T O R M S E W E R M E A S U R E D F R O M T H E O U T S I D E O F E A C H P I P E A S O U T L I N E D I N T H E I S P W C 2 0 2 0 S T A N D A R D D R A W I N G S D - 4 0 7 . C R O S S A T A P P R O X I M A T E L Y R I G H T A N G L E S W I T H F U L L P I P E S E C T I O N S A N D M I N I M U M O F 1 . 5 F E E T O F V E R T I C A L S E P A R A T I O N . 3 . S T O R M D R A I N P I P E S H A L L M E E T O N E O F T H E F O L L O W I N G : P V C S D R 3 5 M E E T I N G T H E R E Q U I R E M E N T S O F A S T M D 3 0 3 4 F O R D I A M E T E R S 1 8 ” O R L E S S , A S T M F 6 7 9 F O R D I A M E T E R S 1 8 ” O R G R E A T E R , P V C R I B B E D P I P E M E E T I N G T H E R E Q U I R E M E N T S O F A S T M F 7 9 4 M E E T I N G T H E C U R R E N T C I T Y O F R E X B U R G S T A N D A R D S P E C I F I C A T I O N S A N D D R A W I N G S . 4 . C O N T R A C T O R S H A L L P E R F O R M T E S T I N G A N D C L E A N I N G O F S E W E R M A I N S M E E T I N G C I T Y S T A N D A R D S . S A N I T A R Y S E W E R N O T E S : 1 . A L L S E W E R M A I N S H A L L B E P V C S D R 3 5 I N A C C O R D A N C E W I T H A S T M D 3 0 3 4 W A T E R M A I N A N D S E R V I C E S H A L L M E E T C U R R E N T C I T Y O F R E X B U R G S T A N D A R D D R A W I N G S A N D S P E C I F I C A T I O N S . T H I S S H A L L I N C L U D E A L L M A T E R I A L S , L A B O R , A N D I N S T A L L A T I O N I N C L U D I N G V E R T I C A L A N D H O R I Z O N T A L S E P A R A T I O N D I S T A N C E S A N D S L O P E R E Q U I R E M E N T S . 2 . S E P A R A T I O N R E Q U I R E M E N T S : W A T E R L I N E S H A L L H A V E A M I N I M U M S E P A R A T I O N D I S T A N C E O F T E N ( 1 0 ) F E E T F R O M A N Y S A N I T A R Y S E W E R O R S T O R M S E W E R M E A S U R E D F R O M T H E O U T S I D E O F E A C H P I P E A S O U T L I N E D I N T H E I S P W C 2 0 2 0 S T A N D A R D D R A W I N G S D - 4 0 7 . C R O S S A T A P P R O X I M A T E L Y R I G H T A N G L E S W I T H F U L L P I P E S E C T I O N S A N D M I N I M U M O F 1 . 5 F E E T O F V E R T I C A L S E P A R A T I O N . 3 . C O N T R A C T O R S H A L L P E R F O R M T E S T I N G A N D C L E A N I N G O F S E W E R M A I N S M E E T I N G C I T Y S T A N D A R D S . B T M B O T T O M C B C A T C H B A S I N C O N C C O N C R E T E D I A D I A M E T E R E L E V E L E V A T I O N E O E D G E O F O I L F L F L O W L I N E F W F A C E O F W A L K H O R Z H O R I Z O N T A L I F S C I T Y O F I D A H O F A L L S S T A N D A R D S I N V I N V E R T L F L I N E A R F E E T M A X M A X I M U M M H M A N H O L E M I N M I N I M U M M X M A T C H E X I S T I N G O S H A O C C U P A T I O N A L S A F E T Y & H E A L T H A D M I N I S T R A T I O N P C P O I N T O F C U R V A T U R E P T P O I N T O F T A N G E N T P . U . E . P U B L I C U T I L I T Y E A S E M E N T P V C P O L Y V I N Y L C H L O R I D E R E Q ' D R E Q U I R E D M H M A N H O L E S D S T O R M D R A I N S S M H S A N I T A R Y S E W E R M A N H O L E S T A S T A T I O N I N G T B C T O P B A C K O F C U R B T B R C T O P B A C K R I B B O N C U R B T Y P T Y P I C A L V E R T V E R T I C A L V G V A L L E Y G U T T E R E X E X I S T I N G X G E X I S T I N G G R O U N D A B B R E V I A T I O N S : D E S C R I P T I O N P R E S S U R E L I N E ( W A T E R L I N E ) S A N I T A R Y S E W E R M A I N L I N E T Y P E G A S L I N E F E N C E L I N E G A S U G P O H P U N D E R G R O U N D P O W E R L I N E O V E R H E A D P O W E R L I N E T E L E P H O N E L I N E G R A D E B R E A K G B G B P R O P O S E D / E X I S T I N G E L E V A T I O N P R O P O S E D / E X I S T I N G F I R E H Y D R A N T P R O P O S E D / E X I S T I N G V A L V E P R O P O S E D / E X I S T I N G C U R B A N D G U T T E R P R O P O S E D / E X I S T I N G S T R E E T L I G H T P R O P O S E D / E X I S T I N G P O W E R P O L E E X I S T . P R O . D E S C R I P T I O N P R O P O S E D / E X I S T I N G M A N H O L E P R O P O S E D / E X I S T I N G S T O R M D R A I N I N L E T P R O P O S E D A S P H A L T D R A I N A G E F L O W A R R O W L E G E N D 0 . 7 5 % B O U N D A R Y L I N E C E N T E R L I N E S E C T I O N L I N E C O N C R E T E E X I S T I N G G R O U N D C O N T O U R 4 7 2 7 8 " W ( 8 " S S T B C 7 2 . 1 0 X G = 7 2 . 1 0 D I G L I N E ( C A L L B E F O R E Y O U D I G ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( 8 0 0 ) 3 4 2 - 1 5 8 5 P R O J E C T M A N A G E R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K U R T R O L A N D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( 2 0 8 ) 5 4 2 - 2 6 6 5 O F F I C E P R O J E C T E N G I N E E R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P A U L S N A R R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( 2 0 8 ) 5 4 2 - 2 6 6 5 C I T Y E N G I N E E R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K E I T H D A V I D S O N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( 2 0 8 ) 3 5 9 - 3 0 2 0 P R O J E C T C O N T A C T S : P U B L I C U T I L I T Y E A S E M E N T S T O R M D R A I N M A I N ( 1 2 " S D I D A H O D E P A R T M E N T O F E N V I R O N M E N T A L Q U A L I T Y ( D E Q ) . . . . . . . . . . . . . . . C A R L I N F E I S T H A M E L , P E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( 2 0 8 ) 5 8 2 - 2 6 5 0 R I P - R A P EGEG E G E G E G E G E G E G EO E O E O EO EO EO E O E O E O E O E O EO EO EO EO EO EO FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E T O E U G P U G P U G P U G P U G P U G P U G P U G P U G P U G P OHP O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P T O E T O E T O E T O P T O P T O P T O P T O P T O P (8''SS( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''W8''W8''W8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W W EGEG E G E G E G E G E G E G EO E O E O EO EO EO E O E O E O E O E O EO EO EO EO EO EO FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E T O E U G P U G P U G P U G P U G P U G P U G P U G P U G P U G P OHP O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P T O E T O E T O E T O P T O P T O P T O P T O P T O P (8''SS( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''W8''W8''W8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W W OVERHEAD POWER TO BE RELOCATED. COORD I N A T E RELOCATION WITH ROCKY MOUNTAIN P O W E R . OVERHEAD POWER TO BE RELOCATED. COOR D I N A T E RELOCATION WITH ROCKY MOUNTAIN P O W E R . O V E R H E A D P O W E R T O B E R E L O C A T E D . C O O R D I N A T E R E L O C A T I O N W I T H R O C K Y M O U N T A I N P O W E R . ABANDON W E L L R E M O V E A L L A S P H A L T A N D C O N C R E T E R E M O V E C O N C R E T E A N D F R E N C H D R A I N S Y S T E M A B A N D O N A N D B A C K F I L L I R R I G A T I O N D I T C H A B A N D O N A N D B A C K F I L L I R R I G A T I O N D I T C H A B A N D O N A N D B A C K F I L L I R R I G A T I O N D I T C H A B A N D O N A N D B A C K F I L L I R R I G A T I O N D I T C H A B A N D O N A N D B A C K F I L L I R R I G A T I O N D I T C H R E M O V E D I R T M O U N D R E M O V E / R E L O C A T E G R A V E L D R I V E T O A D J A C E N T P R O P E R T Y 4859 48584858485748584859485 9 4 8 5 9 4 8 5 9 4 8 5 9 4 8 5 9 4 8 6 0 4860 4 8 6 0 4859 4 8 6 0 4 8 6 1 4 8 6 1 4 8 6 2 4 8 6 3 4 8 6 4 48 5 9 4 8 6 0 T R E J O S T R E E T File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 demo plan.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:00 PM 3 C-1 EXISTING CONDITIONS & DEMOLITION PLAN AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 W E S N 0 4 0 ' 4 0 ' 2 0 ' S C A L E : 1 " = 4 0 ' 1.INSERT SHEET NOTES HERE.SHEET NOTES:1.INSERT KEYNOTES HERE.KEYNOTES: EA S T E R N I D A H O R A I L R O A D EA S T E R N I D A H O R A I L R O A D TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E T O E UGP UGP UGP UGP UGP UGP UGP U G P U G P U G P (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W W ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W (12''SD (12''SD (12''SD (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W ( 8 ' ' S S 12''SD) 8 ' ' W 8 ' ' W 8 ' ' W (8''SS ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 6''SS 6''SS 6''SS 6''SS 4''WS 4''FS 6''SS 6''SS 6''SS 6''SS 4''WS 4''FS 1 2 ' ' S D ) 4' ' W S 4' ' F S 4' ' F S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' F S 6'' S S 6'' S S 4'' W S 4'' F S 6'' S S 6'' S S 4'' W S 4'' F S 4'' F S 6'' S S 6'' S S 4'' W S 4'' F S 6'' S S 6'' S S 4'' W S 4'' F S 4'' W S 4'' W S 4'' F S 4'' F S 6'' S S 6'' S S 2'' W S 2'' F S 2''F S 6'' S S 4''W S 4'' W S 4'' F S 4'' F S 6''S S 4''W S 4'' W S 4'' F S 4''F S G B G B G B GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB 4 ' ' W S 4 ' ' F S 4 ' ' W S 4 ' ' F S 1 2 ' ' S D ) TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E T O E UGP UGP UGP UGP UGP UGP UGP U G P U G P U G P (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W W N89°47'52"E 599.99' N0 0 ° 1 5 ' 5 5 " W 1 5 1 . 6 8 ' C1 C2 62.05' C 3 S3 0 ° 0 8 ' 1 8 " W 9 5 9 . 9 1 ' S89°47'35"W 590.00' (M) 596.00' (R) N0 0 ° 1 6 ' 0 5 " W 6 0 4 . 8 6 ' ( M ) 6 0 5 . 0 0 ' ( R ) EA S T E R N I D A H O R A I L R O A D TREJO STREET SO U T H Y E L L O W S T O N E H I G H W A Y 7 0 ' R O W GB GB G B G B GB GB G B G B G B G B ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''W 8''SS)(8''SS (8''SS (8''SS (8''SS 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 8'' S S ) 8'' S S ) G B G B G B STORM POND 1 FOUND ALUMINUM CAP EAST QUARTER CORNER SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN CPF NO. 429712 FOUND ALUMINUM CAP SOUTH QUARTER CORNER SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN CPF NO. 408707 1 1 1 1 1 2 2 4 7 BLDG FF: 61.00 BLDG FF: 61.00 BLDG FF: 61.70 BLDG FF: 61.70 BLDG FF: 62.30 BLDG FF: 62.30 BLDG FF: 61.50 BLDG FF: 61.50 BLDG FF: 61.65 BLDG FF: 61.65 BLDG FF: 60.37 BLDG FF: 60.37 BLDG FF: 60.37 BLDG FF: 61.60 BLDG FF: 61.60 BLDG FF: 62.60 BLDG FF: 62.60 BLDG FF: 62.30 BLDG FF: 62.30 CLUBHOUSE BLDG FF: 62.75 BLDG FF: 60.50 BLDG FF: 60.50 2 3 5 5 5 2 3 3 3 2 2 7 2 2 2 7 5 6 65 48 8 CONNECT NEW 8" SS LINE TO EXISTING SSMH (SEE PP-5 FOR CONNECTION) CONNECT NEW 8" SS LINE TO EXISTING SSMH (SEE PP-6 FOR CONNECTION) 7 1 11 1 1 1 1 1 1 1 11 1 1 1 2 2 2 1 1 1 1 1 3 2 4 4 9 8 9 8 STORM POND 2 2 3 2 8 10' 10' 8 DEVELOPMENT SIGN 3 2 7 10 6 5 8 7 4 4 10 6 5 8 8 84 6 6 5 5 6 5 5 2 2 2 23 2 3 4 56101056 5 8 8 2 19 ' 24 . 7 5 ' 19 ' 19'19'26' 19 ' 24 ' 18 . 5 ' 18 . 5 ' 19 ' 24 ' 19 ' 24 . 7 5 ' 19 ' 19' 19' 26' 20 ' 24 ' 20 ' 98.3' 1 3 4 . 5 7 ' 1 3 5 . 1 5 ' 93. 8 7 ' 93. 6 1 ' 93. 6 ' 9 1 . 3 8 ' 9 1 . 7 9 ' 1 0 5 . 3 1 ' 97.19' N0 0 ° 1 6 ' 1 6 " W 2 6 3 7 . 9 1 ' Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 2 \ 2 2 1 2 5 m a d i s o n s t a t i o n a p a r t m e n t s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 2 1 2 5 o v e r a l l s i t e p l a n . d w g Pl o t t e d B y : ru s s e l l Da t e P l o t t e d : Mo n d a y , O c t o b e r 2 4 2 0 2 2 a t 0 4 : 0 0 P M W E S N 040'40'20' SCALE: 1" = 40' 4 C- 2 OV E R A L L S I T E P L A N AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : RY A N N E L S O N MA D I S O N S T A T I O N A P A R T M E N T S A. S N A R R R. J O R D A N P. S N A R R 22 1 2 5 P R E L I M I N A R Y N O T A P P R O V E D F O R C O N S T R U C T I O N 16 4 1 0 ASPHALT PAVING PER DETAIL 9 ON SHEET D-1. SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X ON SHEET D-X. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF FALLS WATER CO. STANDARDS. FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE DETAIL 5 ON SHEET D-1. 1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. 8"x8" TEE WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS 1 2 4 6 INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS. 1 2 WATER CONSTRUCTION ITEMS 5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1. 1 2 3 4 5 7 8"x6" TEE WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. 8 3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS. 6 7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. 8 8"x8" CROSS WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. 10 9 10 PLUG AND THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. 1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 5' SIDEWALK PER CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS. INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM SPECIFICATIONS. SEE DETAIL 6 ON SHEET D-2. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. TYPICAL ON ALL APARTMENT BUILDINGS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.3 4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. 4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS. 10' ASPHALT WALKING PATH 10' ASPHALT WALKING PATH SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL APPROACH PER CITY OF REXBURG STANDARDS CONNECT NEW 8" SS LINE TO EXISTING SSMH (SEE PP-1 FOR CONNECTION) FOUND ALUMINUM CAP EAST QUARTER CORNER SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN CPF NO. 429712 FOUND ALUMINUM CAP SOUTH QUARTER CORNER SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN CPF NO. 408707 CITY UTILITY MAP SHOWS A SERVICE STUBBED TO LOT. SERVICE SIZE IS NOT KNOWN AT THE TIME OF THIS DESIGN. TREJO S T R E E T CONNECT NEW 8" WATER MAIN TO EXISTING WATER MAIN. (SEE PP-1 FOR CONNECTION) NOTES: APARTMENT COUNT 1 BEDROOM UNITS: 24 UNITS PER BUILDING (240 TOTAL) 2 BEDROOM UNITS: 12 UNITS PER BUILDING (120 TOTAL) BUILDING TOTALS: 36 UNITS PER BUILDING (360 TOTAL) PROPOSED USE: RESIDENTIAL APARTMENTS PROJECT AREA: 12.756 ACRES ZONE: HDR1 PARKING STALLS REQUIRED: 600 PARKING STALLS PROVIDED: 605 HANDICAP PARKING STALLS: 16 COMPACT STALLS: 116 (25%) LANDSCAPE AREA: 4.226 ACRES ASPHALT AREA: 4.250 ACRES (ASPHALT WALKWAY: 0.220 ACRES) TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E T O E U G P U G P U G P U G P U G P U G P U G P U G P U G P U G P (8''SS(8''SS ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''W8''W8''W8''W8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W W (12''SD(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD 12''SD)12''SD) G B G B GB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB 1 2 ' ' S D ) TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E T O E U G P U G P U G P U G P U G P U G P U G P U G P U G P U G P (8''SS(8''SS ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''W8''W8''W8''W8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W W N89°47'52"E 599.99' N00°15'55"W 151.68' C 1 C 2 6 2 . 0 5 ' C 3 S3 0 ° 0 8 ' 1 8 " W 9 5 9 . 9 1 ' S89°47'35"W 590.00' (M) 596.00' (R)N00°16'05"W 604.86' (M) 605.00' (R)GB GBGBGBGBGBGBGBGB G B GB GB GB 1 2 3 4 5 6 STORM POND 1TOP: 4857.80 (16923.37 S Q F T ) BTM: 4855.80 (8873.27 S Q F T ) BLDG FF:61.00 BLDG FF:61.00 BLDG FF:61.70 BLDG FF:61.70 B L D G F F : 6 2 . 3 0 B L D G F F : 6 2 . 3 0 B L D G F F : 6 1 . 5 0 B L D G F F : 6 1 . 5 0 BLDG FF:61.65 BLDG FF:61.65 BLDG FF:60.37 BLDG FF:60.37 BLDG FF:60.37 T B C : 5 9 . 5 7 T B C : 5 9 . 5 2 T B C : 5 9 . 3 0 T B C : 6 0 . 2 0 T B C : 6 0 . 5 3 T B C : 6 1 . 2 0 T B C : 6 0 . 5 3 T B C : 6 0 . 2 0 T B C : 5 9 . 3 0 T B C : 5 9 . 6 8 T B C : 5 9 . 7 4 T B C / L P : 5 8 . 7 5 T B C : 5 9 . 1 5 T B C : 5 9 . 2 7 T B C : 6 0 . 4 6 T B C : 6 1 . 0 0 T B C : 5 9 . 1 5 T B C : 5 9 . 1 9 T B C : 5 9 . 5 5 T B C : 5 9 . 8 5 T B C : 6 0 . 7 0 T B C : 6 1 . 7 5 T B C : 6 1 . 7 5 T B C : 6 1 . 7 5 T B C : 6 1 . 7 5 T B C : 6 0 . 6 0 S T O R M P O N D 2 T O P : 4 8 5 8 . 7 5 ( 4 5 4 0 S Q F T ) B T M : 4 8 5 6 . 7 5 ( 1 9 0 9 S Q F T ) T B C : 6 0 . 2 0 T B C : 5 9 . 8 5 T B C : 5 9 . 5 5 T B C : 6 1 . 7 5 T B C / L P : 5 9 . 3 0 T B C : 6 0 . 0 0 T B C : 6 0 . 3 6 T B C : 6 0 . 3 6 T B C : 6 0 . 0 0 T B C / L P : 5 8 . 2 0 T B C : 5 9 . 8 0 T B C : 5 9 . 8 0 T B C : 6 1 . 2 0 T B C : 6 0 . 5 0 T B C : 6 0 . 0 0 T B C : 5 8 . 8 0 T B C : 5 9 . 5 0 T B C : 5 9 . 7 0 T B C : 6 0 . 0 0 T B C : 6 0 . 0 0 T B C : 6 0 . 0 0 T B C : 6 1 . 6 0 T B C : 6 1 . 6 0 T B C : 6 1 . 6 0 T B C : 6 1 . 0 0 W A L K : 6 2 . 2 5 B L D G F F : 6 1 . 6 0 B L D G F F : 6 1 . 6 0 B L D G F F : 6 2 . 6 0 B L D G F F : 6 2 . 6 0 B L D G F F : 6 2 . 3 0 B L D G F F : 6 2 . 3 0 B L D G F F : 6 2 . 7 5 B L D G F F : 6 0 . 5 0 B L D G F F : 6 0 . 5 0 T B C : 6 1 . 0 0 T B C : 6 1 . 0 0 T B C : 6 0 . 6 4 T B C : 6 1 . 0 0 T B C : 6 1 . 0 0 T B C / L P : 5 8 . 7 4 T B C : 5 9 . 3 4 T B C : 5 9 . 6 1 T B C : 5 9 . 7 0 T B C : 5 9 . 9 0 T B C : 6 0 . 7 0 T B C : 6 1 . 1 0 TBC: 60.42TBC: 60.42 TBC: 59.14 TBC:58.90 TBC: 58.20 TBC/LP: 57.80TBC: 58.69TBC: 58.73TBC: 59.50 TBC: 58.50 TBC: 58.10 TBC: 58.90 TBC: 58.90TBC: 57.80 T B C : 6 0 . 1 0 T B C : 6 1 . 3 0 TBC: 58.90TBC: 59.50 TBC: 58.90TBC: 57.90TBC: 57.65TBC/LP: 57.20TBC: 58.00 TBC: 59.10TBC: 59.70TBC: 59.30TBC: 59.80TBC: 59.20 TBC: 57.85TBC: 57.75 TBC/LP: 57.50TBC: 57.80TBC/LP: 57.70TBC: 58.30TBC: 58.20 TBC: 59.35 TBC: 59.75 SDMH #1FCB #1F SDMH #1E S D M H # 3 CB #1D C B # 1 G C B # 3 C B # 1 H C B # 2 CB #1E SDMH #1B S D M H # 4 S M D H # 5 SDMH #1A C B # 4 C B # 5 SDMH #6 SDMH #1DCB #6A CB #6B SDMH #1C CB #1ACB #1C CB #1BTBC/LP: 59.40 TBC: 59.69TBC: 59.73TBC: 60.35TBC: 6 0 . 3 5 TBC: 60.35TBC: 58.30 OIL: 60.90OIL: 60.20 TBC: 60.70TBC: 58.90TBC/LP: 58.70 TBC: 58.89TBC: 58.99TBC: 59.60TBC: 58.70TBC: 59.00 TBC: 59.10TBC: 59.88TBC: 60.00TBC/L P : 5 9 . 6 0 TBC: 58.40 TBC: 58.48TBC/LP: 57.90 TBC: 59.35TBC: 59.75TBC: 60.59 TBC: 60.6 2 TBC: 60.6 5 TBC: 59.10 T B C / L P : 5 8 . 2 0 T B C : 5 8 . 6 0 T B C : 6 0 . 0 0 TBC: 58.60 TBC: 58.50TBC: 58.20File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 grading & storm plan.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:00 PM W E S N 0 4 0 ' 4 0 ' 2 0 ' S C A L E : 1 " = 4 0 ' 2 7 3 9 3 4 S Q F T S T O R M A R E A : 5 C-3 GRADING & STORM PLAN AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 1 7 3 2 1 4 S Q F T 2 4 6 8 5 4 S Q F T 3 3 9 7 0 1 S Q F T 4 2 8 9 1 1 S Q F T 5 4 4 3 0 6 S Q F T 6 L E G E N D : D R A I N A G E F L O W R I P - R A P 1 . T H E A D S S T O R M I N F I L T R A T I O N S Y S T E M S H O W N I S S I Z E D U S I N G A D S T E C H S C - 7 4 0 C H A M B E R S Y S T E M . T H E C H A M B E R A R E A S A R E S E T F O R D E S I G N O F E A C H S T O R M A R E A ; H O W E V E R T H E L E N G T H S A N D W I D T H S M A Y V A R Y T O M E E T S E P A R A T I O N F R O M O T H E R U T I L I T I E S O R C O N S T R U C T I O N O B S T A C L E S . 2 . C O N T R A C T O R T O S U P P L Y A N D S U B M I T F I N A L A D S S T O R M T E C H D R A W I N G S A N D S P E C I F I C A T I O N S ( O R E Q U A L S Y S T E M ) T O E N G I N E E R F O R A P P R O V A L P R I O R T O I N S T A L L A T I O N . 3 . C O N T R A C T O R T O I N S T A L L T H E A D S S T O R M T E C H S C - 7 4 0 S Y S T E M ( O R E Q U A L ) W I T H P R E C A S T 4 8 " C O N C R E T E M A N H O L E I N L E T A N D O U T L E T P E R C I T Y O F R E X B U R G S T A N D A R D D R A W I N G S A N D S P E C I F I C A T I O N S . A D S S T O R M I N F I L T R A T I O N N O T E S : 1 . S E E S T O R M T A B L E S O N S H E E T 6 / C - 4 . N O T E S : A D S S Y S T E M 9 3 ' x 1 6 ' ( S E E T A B L E 4 ) A D S S Y S T E M 8 6 ' x 1 6 ' ( S E E T A B L E 4 ) A D S S Y S T E M 9 3 ' x 1 1 ' ( S E E T A B L E 4 ) ADS SYSTEM 93'x16'(SEE TABLE 4) File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 grading & storm plan.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:00 PM 6 C-4 STORM AREA TABLES AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 Madison Station ApartmentsStorm Volume - Average Coefficient CalculationsTable 110/19/2022DescriptionAreaStormRunoffStorm(ft2)(in)Coefficient(ft3)Storm Area 1273,93411.022,828Storm Area 273,21411.06,101Storm Area 346,85411.03,905Storm Area 439,70111.03,308Storm Area 528,91111.02,409Storm Area 644,30611.03,692Madison Station ApartmentsStorage Volume - Storm Ponds & Infiltration System CalculationsADS Storm Tech System SC-740 Storm Areas #3 Thru #6Table 210/19/2022DescriptionReq'd StormVolume(ft³)Drainage BedLength(ft)StorageProvided(ft³)NotesStorm Area 122,828NA25,796Storm PondStorm Area 26,101NA6,449Storm PondStorm Area 33,905ADS4,109ADS InfiltrationStorm Area 43,308ADS3,517ADS InfiltrationStorm Area 52,409ADS2,610ADS InfiltrationStorm Area 63,692ADS3,824ADS InfiltrationNOTES:1. The storage provided are minimum system lengths to be installed and are calculated to contain storm water within the project site. M a d i s o n S t a t i o n S t o r m P o n d C a l c u l a t i o n s Tabl e 3 Requ i r e d S t o r m V o l u m e : A r e a 1 U n i t Q u a n t i t y Total S i t e A r e a ( 1 5 . 7 8 2 A c r e s ) f t ² 2 7 3 , 9 3 4 Stor m D e p t h ( 1 " ) f t 0 . 0 8 3 3 Net R e q u i r e d S t o r m P o n d V o l u m e f t ³ 2 2 , 8 2 8 Requ i r e d S t o r m V o l u m e : A r e a 2 U n i t Q u a n t i t y Total S i t e A r e a ( 1 5 . 7 8 2 A c r e s ) f t ² 7 3 , 2 1 4 Stor m D e p t h ( 1 " ) f t 0 . 0 8 3 3 Net R e q u i r e d S t o r m P o n d V o l u m e f t ³ 6 , 1 0 1 Desig n e d S t o r m V o l u m e A r e a 1 E l e v ( f t ) A r e a ( f t ² ) V o l u m e ( f t ³ ) Top P o n d 4 8 5 7 . 8 0 1 6 , 9 2 3 2 5 , 7 9 6 Botto m P o n d 4 8 5 5 . 8 0 8 , 8 7 3 Mid P o i n t P o n d 4 8 5 6 . 8 0 1 2 , 8 9 8 Desig n e d S t o r m V o l u m e A r e a 2 E l e v ( f t ) A r e a ( f t ² ) V o l u m e ( f t ³ ) Top P o n d 4 8 5 8 . 7 5 4 , 5 4 0 6 , 4 4 9 Botto m P o n d 4 8 5 6 . 7 5 1 , 9 0 9 Mid P o i n t P o n d 4 8 5 7 . 7 5 3 , 2 2 5 NOTE S : 1. Sto r m p o n d s t o b e e x c a v a t e d t o f r e e d r a i n i n g g r a v e l a n d b r o u g h t u p t o g r a d e w i t h d r a i n a g e grave l t o w i t h i n a p p r o x i m a t e l y 1 ' p r i o r t o i n s t a l l i n g l a n d s c a p e d i r t ( l a n d s c a p e m i x w i t h mini m a l c l a y ) a n d s o d / g r a s s s e e d o r l a n d s c a p e r o c k . 2. St o r m p o n d s t o b e m a i n t a i n e d b y t h e p r o p e r t y o w n e r o r r e p r e s e n t a t i v e ( s ) . M a d i s o n S t a t i o n A p a r t m e n t s M a d i s o n S t a t i o n A p a r t m e n t s M a d i s o n S t a t i o n A p a r t m e n t s M a d i s o n S t a t i o n A p a r t m e n t s S t o r m A r e a N o 3 S t o r m A r e a N o 4 S t o r m A r e a N o 5 S t o r m A r e a N o 6 T a b l e 4 1 0 / 1 9 / 2 0 2 2 T a b l e 4 1 0 / 1 9 / 2 0 2 2 T a b l e 4 1 0 / 1 9 / 2 0 2 2 T a b l e 4 1 0 / 1 9 / 2 0 2 2 S y s t e m I n p u t s S y s t e m I n p u t s S y s t e m I n p u t s S y s t e m I n p u t s C h a m b e r M o d e l ( o r e q u a l ) S C - 7 4 0 C h a m b e r M o d e l ( o r e q u a l ) S C - 7 4 0 C h a m b e r M o d e l ( o r e q u a l ) S C - 7 4 0 C h a m b e r M o d e l ( o r e q u a l ) S C - 7 4 0 R e q u i r e d S t o r a g e V o l u m e 3 9 0 5 C F R e q u i r e d S t o r a g e V o l u m e 3 3 0 8 C F R e q u i r e d S t o r a g e V o l u m e 2 4 0 9 C F R e q u i r e d S t o r a g e V o l u m e 3 6 9 2 C F S t o n e P o r o s i t y 4 0 % S t o n e P o r o s i t y 4 0 % S t o n e P o r o s i t y 4 0 % S t o n e P o r o s i t y 4 0 % S t o n e F o u n d a t i o n D e p t h 1 8 " S t o n e F o u n d a t i o n D e p t h 1 8 " S t o n e F o u n d a t i o n D e p t h 1 8 " S t o n e F o u n d a t i o n D e p t h 1 8 " S t o n e A b o v e C h a m b e r 1 8 " S t o n e A b o v e C h a m b e r 1 2 " S t o n e A b o v e C h a m b e r 1 2 " S t o n e A b o v e C h a m b e r 1 2 " A v e r a g e C o v e r O v e r C h a m b e r s 1 8 " A v e r a g e C o v e r O v e r C h a m b e r s 1 8 " A v e r a g e C o v e r O v e r C h a m b e r s 1 8 " A v e r a g e C o v e r O v e r C h a m b e r s 1 8 " S y s t e m V o l u m e a n d B e d S i z i n g S y s t e m V o l u m e a n d B e d S i z i n g S y s t e m V o l u m e a n d B e d S i z i n g S y s t e m V o l u m e a n d B e d S i z i n g I n s t a l l e d S t o r a g e V o l u m e 4 1 0 9 C F I n s t a l l e d S t o r a g e V o l u m e 3 5 1 7 C F I n s t a l l e d S t o r a g e V o l u m e 2 6 1 0 C F I n s t a l l e d S t o r a g e V o l u m e 3 8 2 4 C F S t o r a g e V o l u m e / C h a m b e r 4 5 . 9 0 C F S t o r a g e V o l u m e / C h a m b e r 4 5 . 9 0 C F S t o r a g e V o l u m e / C h a m b e r 4 5 . 9 0 C F S t o r a g e V o l u m e / C h a m b e r 4 5 . 9 0 C F N u m b e r o f C h a m b e r s R e q u i r e d 3 5 e a N u m b e r o f C h a m b e r s R e q u i r e d 3 2 e a N u m b e r o f C h a m b e r s R e q u i r e d 2 3 e a N u m b e r o f C h a m b e r s R e q u i r e d 3 5 e a N u m b e r o f E n d C a p s R e q u i r e d 6 e a N u m b e r o f E n d C a p s R e q u i r e d 6 e a N u m b e r o f E n d C a p s R e q u i r e d 4 e a N u m b e r o f E n d C a p s R e q u i r e d 6 e a C h a m b e r R o w s 3 R o w s C h a m b e r R o w s 3 C h a m b e r R o w s 2 C h a m b e r R o w s 3 M a x i m u m L e n g t h 9 3 f t M a x i m u m L e n g t h 8 6 f t M a x i m u m L e n g t h 9 3 f t M a x i m u m L e n g t h 9 3 f t M a x i m u m W i d t h 1 6 f t M a x i m u m W i d t h 1 6 f t M a x i m u m W i d t h 1 1 f t M a x i m u m W i d t h 1 6 f t A p p r o x i m a t e B e d S i z e 1 4 3 0 S F A p p r o x i m a t e B e d S i z e 1 3 1 8 S F A p p r o x i m a t e B e d S i z e 9 8 9 S F A p p r o x i m a t e B e d S i z e 1 4 3 0 S F S y s t e m C o m p o n e n t s S y s t e m C o m p o n e n t s S y s t e m C o m p o n e n t s S y s t e m C o m p o n e n t s S t o n e R e q u i r e d 2 3 2 C Y S t o n e R e q u i r e d 1 9 0 C Y S t o n e R e q u i r e d 1 4 4 C Y S t o n e R e q u i r e d 2 0 6 C Y V o l u m e o f E x c a v a t i o n ( n o t i n c l u d i n g f i l l ) 2 9 2 C Y V o l u m e o f E x c a v a t i o n ( n o t i n c l u d i n g f i l l ) 2 4 5 C Y V o l u m e o f E x c a v a t i o n ( n o t i n c l u d i n g f i l l ) 1 8 4 C Y V o l u m e o f E x c a v a t i o n ( n o t i n c l u d i n g f i l l ) 2 6 5 C Y T o t a l N o n - W o v e n G e o t e x t i l e R e q u i r e d 5 4 1 S Y T o t a l N o n - W o v e n G e o t e x t i l e R e q u i r e d 4 8 7 S Y T o t a l N o n - W o v e n G e o t e x t i l e R e q u i r e d 4 0 3 S Y T o t a l N o n - W o v e n G e o t e x t i l e R e q u i r e d 5 2 7 S Y W o v e n G e o t e x t i l e R e q u i r e d ( e x c l u d i n g I s o l a t o r R o w ) 1 6 S Y W o v e n G e o t e x t i l e R e q u i r e d ( e x c l u d i n g I s o l a t o r R o w ) 1 6 S Y W o v e n G e o t e x t i l e R e q u i r e d ( e x c l u d i n g I s o l a t o r R o w ) 8 S Y W o v e n G e o t e x t i l e R e q u i r e d ( e x c l u d i n g I s o l a t o r R o w ) 1 6 S Y W o v e n G e o t e x t i l e R e q u i r e d ( I s o l a t o r R o w ) 5 8 S Y W o v e n G e o t e x t i l e R e q u i r e d ( I s o l a t o r R o w ) 5 4 S Y W o v e n G e o t e x t i l e R e q u i r e d ( I s o l a t o r R o w ) 5 8 S Y W o v e n G e o t e x t i l e R e q u i r e d ( I s o l a t o r R o w ) 5 8 S Y T o t a l W o v e n G e o t e x t i l e R e q u i r e d 7 4 S Y T o t a l W o v e n G e o t e x t i l e R e q u i r e d 7 0 S Y T o t a l W o v e n G e o t e x t i l e R e q u i r e d 6 6 S Y T o t a l W o v e n G e o t e x t i l e R e q u i r e d 7 4 S Y N o t e s : 1 . S t o r m T e c h S C 7 4 0 i n j e c t i o n m o l d e d p o l y p r o p y l e n e c h a m b e r s o r e q u i v a l e n t p e r m a n u f a c t u r e r ’ s d r a w i n g s a n d s p e c i f i c a t i o n s t o b e a p p r o v e d b y E a g l e R o c k E n g i n e e r i n g p r i o r t o c o n s t r u c t i o n t h a t p r o v i d e s j e t v a c u u m a c c e s s f o r c l e a n i n g o f t h e w a t e r q u a l i t y B M P a r e a o f t h e s y s t e m a n d a N J C A T v e r i f i e d T S S r e m o v a l e f f i c i e n c y o f 9 5 % f o r O K - 1 1 0 ( o r e q u i v a l e n t a s a p p r o v e d b y E n g i n e e r ) 2 . T h e s i z i n g s h o w n a b o v e a r e c a l c u l a t e d u s i n g t h e S C - 7 4 0 A D S S y s t e m a n d c a n b e m o d i f i e d t o m e e t o t h e r c h a m b e r s y s t e m s p r o v i d e d t h e y m e e t t h e s p e c i f i c a t i o n s a p p r o v e d b y t h e E n g i n e e r . C o n t r a c t o r t o s u b m i t f i n a l p l a n s f o r e a c h s y s t e m t o b e r e v i e w e d a n d a p p r o v e d p r i o r t o i n s t a l l a t i o n UG P (8 ' ' S S 8' ' W 8' ' W 8' ' W W 8''W 8''W 8''W (8''SS 8' ' W (8 ' ' S S (8 ' ' S S UG P (8 ' ' S S 8' ' W 8' ' W 8' ' W W C1 8' ' W TBC: 59.57 TBC: 59.52 TBC: 59.30 TBC: 60.20 TBC: 60.53 TBC: 61.20 TBC: 60.53 TBC: 60.20 TBC: 59.30 TBC: 59.68 TBC: 59.74 SSMH #1EX. SSMH #1 CURB CUT FOR NEW ENTRY 1+500+00 1+00 1 2 3 2 4 2 1 7 4846 4848 4850 4852 4854 4856 4858 4860 4862 4864 4846 4848 4850 4852 4854 4856 4858 4860 4862 4864 0+00 1+00 1+50 73-LF OF 8 " W A T E R L I N E 78-LF OF 8" PVC @ 0.40% 8" E INV IN=4851.65 8" N INV OUT=4851.55 SSMH #1 STA=1+10.92, 31.99' R RIM=4859.00 8" S INV IN=4851.24 8" W INV OUT=4851.14 EX. SSMH #1 STA=0+32.53, 33.92' R RIM=4858.72 EXISTING GROUND GRADE AT ALIGNMENT CL ST A = 0 + 6 1 . 4 1 EL = 4 8 5 9 . 2 3 LIP @ CL STA=1+37.30 EL=4860.57 TBC @ CL STA=1+38.79 EL=4861.15 5' MIN. BURY @ SS CROSSING W/ 2" THICK INSULATION BLUE BOARD OVER WATER MAIN (2' EACH SIDE OF PIPE OUTER WALLS) FULL LENGTH OF 5' BURY TO MEET 6' BURY DEPTH 6' M I N . B U R Y 21-LF OF 8" WATERLINE 18 " M I N . SE P A R A T I O N UGP UGP UGP (8''SS W W 8 ' ' W 8 ' ' W 8 ' ' W ( 8 ' ' S S 8''W 8 ' ' W (8''SS (8''SS ( 8 ' ' S S ( 1 2 ' ' S D 1 2 ' ' S D ) UGP UGP UGP (8''SS W W C1 8''W TBC: 59.14 TBC: 59.30 TBC: 58.74 TBC: 60.46 TBC: 60.20 TBC: 61.20 TBC: 60.20 TBC: 60.46 TBC/LP: 58.75 TBC: 59.07 TBC: 59.27 TBC: 59.68 TBC: 59.74 TBC: 59.52 TBC: 59.57 1 2 2 SSMH #2SSMH #1 3 51 4 77 2 1+50 0+00 1+00 4846 4848 4850 4852 4854 4856 4858 4860 4862 4846 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 1+50 8" E INV IN=4851.65 8" N INV OUT=4851.55 SSMH #1 STA=0+40.30, 0.00' RIM=4859.00 8" SE INV IN=4852.17 8" W INV OUT=4852.07 SSMH #2 STA=1+44.46, 0.00' RIM=4858.60 104-LF OF 8" PVC @ 0.40% 63-LF OF 8" WATERLINE 55-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE EXISTING GROUND GRADE AT ALIGNMENT CL 6' M I N . B U R Y 5' MIN. BURY @ SS CROSSING W/ 2" THICK INSULATION BLUE BOARD OVER WATER MAIN (2' EACH SIDE OF PIPE OUTER WALLS) FULL LENGTH OF 5' BURY TO MEET 6' BURY DEPTH T O E UG P UG P U G P W ( 8 ' ' S S ( 8 ' ' S S 8 ' ' W 8 ' ' W 8'' W 8'' W 8''W 8''W 8''W 8''W (8 ' ' S S (8 ' ' S S (8''SS (8''SS (8''SS (8''SS 6' ' S S 6' ' S S 6' ' S S 2' ' F S 2' ' F S 2' ' F S 2' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 4' ' F S (12' ' S D T O E UG P UG P U G P W G B G B 1+0 0 SSMH #2 SSMH #3 3 2 0+00 1+00 2+00 TBC/LP: 58.75 TBC: 59.15 TBC: 59.27 TBC: 60.46 TBC: 61.00 TBC: 59.15 TBC: 59.19 10 9 10 9 1 2 7 7 TBC: 60.20 TBC: 59.55 TBC: 59.85 TBC: 60.70 5 4 3 TBC: 61.75TBC: 61.75 TBC: 61.75 TBC: 61.75 TBC: 60.60 4846 4848 4850 4852 4854 4856 4858 4860 4862 4846 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 2+00 2+20 8" SE INV IN=4852.17 8" W INV OUT=4852.07 SSMH #2 STA=0+13.52, 5.50' L RIM=4858.60 196-LF OF 8" PVC @ 0.40% 8" SW INV IN=4853.05 8" NW INV OUT=4852.95 SSMH #3 STA=2+09.26, 5.50' L RIM=4859.40 N INV OUT=4855.15 CB #2 STA=0+17.35, 31.51' L GRATE=4858.15 22-LF OF 12" PVC @ 0.22% TO POND INV @ POND= 4855.10 179-LF OF 8" WATERLINE EXISTING GROUND GRADE AT ALIGNMENT CL 1 CY RIP-RAP PIPE TO FLOW LINE OF POND 6" M I N . B U R Y W E S N 030'30'15' SCALE: 1" = 30' 7 PP - 1 AL I G N M E N T D , G , & E Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 2 \ 2 2 1 2 5 m a d i s o n s t a t i o n a p a r t m e n t s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 2 1 2 5 p p 1 a l i g n d _ g _ e . d w g Pl o t t e d B y : ru s s e l l Da t e P l o t t e d : Mo n d a y , O c t o b e r 2 4 2 0 2 2 a t 0 4 : 0 1 P M KEY MAP W E S N ALIGNMENT "D" AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : RY A N N E L S O N MA D I S O N S T A T I O N A P A R T M E N T S A. S N A R R R. J O R D A N P. S N A R R 22 1 2 5 P R E L I M I N A R Y N O T A P P R O V E D F O R C O N S T R U C T I O N 16 4 1 0 W E S N 030'30'15' SCALE: 1" = 30' ALIGNMENT "G" W E S N 030'30'15' SCALE: 1" = 30' ALIGNMENT "E" TR E J O S T . 2" FIRE SERVICE LINE 2" WATER SERVICE LINE 7 A B C D F H I J K E G CONSTRUCTION ITEMS: THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS, ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE PROJECT. ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X ON SHEET D-X. NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF FALLS WATER CO. STANDARDS. FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE DETAIL 5 ON SHEET D-1. 1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS 1 2 4 6 INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS. 1 2 WATER CONSTRUCTION ITEMS 5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1. 1 2 3 4 5 7 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS. 6 7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 10 11 12 9 10 PLUG AND THRUST BLOCK. 11 1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 5' SIDEWALK PER CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS. INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. NOT USED NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1.3 NOT USED NOT USED NOT USED 4 5 6 11 4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. NOT USED NOT USED 4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. T O E T O E T O E T O E T O E UGP ( 8 ' ' S S ( 8 ' ' S S 8 ' ' W 8 ' ' W 8 ' ' W (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8' ' W (8 ' ' S S (8 ' ' S S (8 ' ' S S 6' ' S S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6 ' ' S S 6 ' ' S S 6 ' ' S S 2 ' ' W S 2 ' ' W S 2 ' ' F S 2 ' ' F S 6 ' ' S S 6 ' ' S S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 4 ' ' F S 6 ' ' S S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S T O E T O E T O E T O E T O E UGP S30°08'18"W 959.91' GB GB 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 4''WS 4''WS 4''WS 4''FS 4''FS 4''FS G B G B G B G B G B 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00SSMH #5SSMH #4SSMH #3 SSMH #12 TBC: 60.60 TBC: 60.20 TBC: 59.85TBC: 59.55 TBC: 61.75 TBC: 61.75 TBC: 61.75TBC: 61.75 TBC/LP: 59.30 TBC: 60.00 TBC: 60.36 TBC: 60.36 TBC: 60.00 TBC/LP: 58.20 TBC: 59.80 TBC: 59.80 TBC: 61.20 TBC: 60.50 TBC: 60.00 TBC: 58.80 TBC: 59.50 TBC: 59.70 TBC: 60.00TBC: 60.00TBC: 60.00 TBC: 61.60TBC: 61.60 TBC: 61.60TBC: 61.00 WALK: 62.25 BLDG FF: 62.30 BLDG FF: 62.30 BLDG FF: 62.60 BLDG FF: 62.60 BLDG FF: 61.60 BLDG FF: 61.60 1 102 3 5 10 5 6 6 SDMH #3 CB #3 SDMH #4 SMDH #5 CB #4 CB #5 STRUCTURE - (88) 7 7 71 1 1 2 7 7 10 9 10 9 10 9 10 9 10 9 10 9 5 5 5 1 6 6 6 4 4 8 9 10 ' 8 4848 4850 4852 4854 4856 4858 4860 4862 4864 4848 4850 4852 4854 4856 4858 4860 4862 4864 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00 8" SW INV IN=4853.05 8" NW INV OUT=4852.95 SSMH #3 STA=0+09.62, 5.50' L RIM=4859.40 220-LF OF 8" PVC @ 0.40% 8" NE INV OUT=4854.91 SSMH #5 STA=4+50.07, 5.50' L RIM=4860.20 279-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 381-LF OF 8" WATERLINE 12" S INV IN=4855.68 24" NE INV OUT=4854.08 SDMH #3 STA=2+03.45, 24.27' L RIM=4858.90 N INV OUT=4855.70 CB #3 STA=2+10.44, 31.51' L GRATE=4858.70 10-LF OF 12" PVC @ 0.22% 5-LF OF 24" PVC @ 0.22% 5-LF OF 24" PVC @ 0.22% 10-LF OF 12" PVC @ 0.22% 12" S INV IN=4854.58 24" NE INV OUT=4852.98 SDMH #4 STA=5+89.46, 24.01' L RIM=4857.70 N INV OUT=4854.60 CB #4 STA=5+96.45, 31.51' L GRATE=4857.608" SW INV IN=4854.03 8" NE INV OUT=4853.93 SSMH #4 STA=2+29.85, 5.50' L RIM=4859.20 220-LF OF 8" PVC @ 0.40% EXISTING GROUND GRADE AT ALIGNMENT CL INSTALL STORM INFILTRATION SYSTEM 93'L x 16'W SC-740 ADS STORM TECH CHAMBER SYSTEM (SEE TABLE 4 SHEET C-4) ST A = 0 + 4 0 . 8 1 EL = 4 8 6 0 . 5 8 ST A = 2 + 1 4 . 6 7 EL = 4 8 5 9 . 7 1 ST A = 4 + 0 0 EL = 4 8 6 0 . 3 3 STA=6+00.24 EL=4858.77 STA=6+76.99 EL=4859.25 INSTALL STORM INFILTRATION SYSTEM 86'L x 16'W SC-740 ADS STORM TECH CHAMBER SYSTEM (SEE TABLE 4 SHEET C-4) 6" M I N . B U R Y W E S N 030'30'15' SCALE: 1" = 30' 8 PP - 2 AL I G N M E N T F Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 2 \ 2 2 1 2 5 m a d i s o n s t a t i o n a p a r t m e n t s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 2 1 2 5 p p 2 a l i g n f . d w g Pl o t t e d B y : ru s s e l l Da t e P l o t t e d : Mo n d a y , O c t o b e r 2 4 2 0 2 2 a t 0 4 : 0 1 P M ALIGNMENT "F" AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : RY A N N E L S O N MA D I S O N S T A T I O N A P A R T M E N T S A. S N A R R R. J O R D A N P. S N A R R 22 1 2 5 P R E L I M I N A R Y N O T A P P R O V E D F O R C O N S T R U C T I O N 16 4 1 0 KEY MAP W E S N A B C D F H I J K E G CONSTRUCTION ITEMS: THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS, ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE PROJECT. ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X ON SHEET D-X. NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF FALLS WATER CO. STANDARDS. FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE DETAIL 5 ON SHEET D-1. 1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS 1 2 4 6 INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS. 1 2 WATER CONSTRUCTION ITEMS 5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1. 1 2 3 4 5 7 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS. 6 7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 10 11 12 9 10 PLUG AND THRUST BLOCK. 11 1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 5' SIDEWALK PER CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS. INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. NOT USED NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1.3 NOT USED NOT USED NOT USED 4 5 6 11 4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. NOT USED NOT USED 4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 8''W 8''W 8''W 8 ' ' W 8' ' W ( 8 ' ' S S GB GB GB 12''SD) N00°15'55"W 151.68' 8 ' ' W 0+00 1+00 2+00 TBC: 61.00TBC: 60.20 TBC: 60.46 TBC: 61.00 TBC: 60.64 TBC: 61.00TBC: 61.00 TBC/LP: 58.74 TBC: 59.34 TBC: 59.61 TBC: 60.70 TBC: 59.90 SSMH #1 CB # 1GCB #1H 1 2 3 4 5 58 9 8 9 8 8 8 7 7 1 5 87-LF OF 12" S.D @ 0.22% 30-LF OF 12" S.D @ 0.22% TO STORM POND 7 4 4 4857.80 4856.80 4855.80 STORM POND 1 4846 4848 4850 4852 4854 4856 4858 4860 4862 4846 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 2+00 164-LF OF 8" WATERLINE 25-LF OF 8" WATERLINE 23-LF OF 8" WATERLINE 30-LF OF 12" PVC @ 0.22% TO POND INV @ POND= 4854.78 1CY RIP-RAP PIPE TO FLOW LINE OF POND N INV IN=4854.95 SW INV OUT=4854.85 CB # 1G STA=1+04.65, 31.88' R GRATE=4858.50 87-LF OF 12" PVC @ 0.22% S INV OUT=4855.14 CB #1H STA=0+17.79, 31.88' R GRATE=4858.14 EXISTING GROUND GRADE AT ALIGNMENT CL LIP @ CL STA=1+91.11 EL=4860.02 TBC @ CL STA=1+93.43 EL=4860.61 6" M I N . B U R Y ( 1 2 ' ' S D ( 1 2 ' ' S D 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''SD) 4' ' W S 4' ' W S 4' ' F S 4' ' F S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 6' ' S S 6' ' S S 4' ' W S 4' ' W S 4' ' F S 4' ' F S 12 ' ' S D ) G B G B G B G B G B N89°47'52"E 599.99' ( 8 ' ' S S ( 8 ' ' S S 8''SS)8''SS)(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S 8'' S S ) 8'' S S ) 6+200+00 1+00 2+00 3+00 4+00 5+00 6+00 SSMH #8SSMH #7SSMH #6 CB # 1G SDMH #1B SDMH #1A SDMH #1C CB #1A CB #1B STORM POND 1 TOP=4857.80 (16923 SQFT.) BTM=4855.80 (8873 SQFT.) TBC: 59.70 TBC: 59.90 TBC: 60.70 TBC: 61.10TBC: 60.42TBC: 60.42 TBC: 59.14 TBC: 58.90 TBC: 58.90 TBC: 58.20 TBC/LP: 57.80 TBC: 58.69 TBC: 58.73 TBC: 59.34 TBC: 59.75 TBC: 59.50 TBC: 58.50 TBC: 57.90 TBC: 58.10 TBC: 58.48 TBC: 58.88 TBC: 57.80 TBC: 60.10 TBC: 61.30 TBC: 58.90 1 1 2 2 3 3 4 4 5 6 7 8 88 23 7 BLDG FF: 61.00 BLDG FF: 61.00 BLDG FF: 61.70 BLDG FF: 61.70 BLDG FF: 62.30 BLDG FF: 62.30 BLDG FF: 62.30 4857.80 4856.80 4855.80 4857.80 4856.80 4855.80 4857.80 4856.80 4855.80 4857.80 4856.80 4855.80 3 9 33 3 1 7 1 2 10 9 10 9 10 9 10 9 10 9 10 9 7 1 5 5 4846 4848 4850 4852 4854 4856 4858 4860 4862 4846 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+20 S INV IN=4853.05 E INV OUT=4852.95 SDMH #1B STA=0+06, 9.00' L RIM=4858.00 76-LF OF 12" PVC @ 0.22% W INV IN=4852.78 N INV OUT=4852.68 SDMH #1A STA=0+82.27, 9.00' L RIM=4857.70 S INV IN=4852.63 NE INV OUT=4852.54 CB #1A STA=0+82.27, 30.88' L GRATE=4857.20 27-LF OF 12" PVC @ 0.22% TO POND INV @ POND= 4852.48 1 CY RIP-RAP PIPE TO FLOW LINE OF POND 8" E INV OUT=4852.63 SSMH #6 STA=1+18.58, 3.00' L RIM=4857.80 100-LF OF 8" PVC @ 0.40% 8" S INV IN=4852.23 8" E INV IN=4852.23 8" W INV IN=4852.23 8" N INV OUT=4852.13 SSMH #7 STA=2+18.58, 3.00' L RIM=4858.20 25-LF OF 8" WATERLINE 23-LF OF 8" WATERLINE163-LF OF 8" WATERLINE 18 " M I N . MAINTAIN 18" VERTICAL SEPARATION POTABLE & NON-POTABLE WATER. 10' EACH SIDE OF NON-POTABLE WATER LINE. (4) 45° ELBOWS 8" W INV OUT=4853.27 SSMH #8 STA=4+78.93, 3.00' L RIM=4859.30 ST A = 0 + 3 6 . 3 9 EL = 4 8 5 8 . 5 1 ST A = 0 + 8 0 EL = 4 8 5 8 . 1 3 ST A = 5 + 4 1 . 6 1 EL = 4 8 5 9 . 9 4 LIP @ CL STA=6+06.72 EL=4860.06 TBC @ CL STA=6+09.07 EL=4860.63 EXISTING GROUND GRADE AT ALIGNMENT CL 260-LF OF 8" PVC @ 0.40% 6" M I N . B U R Y W E SN 030'30'15' SCALE: 1" = 30' 9 PP - 3 AL I G N M E N T C & H Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 2 \ 2 2 1 2 5 m a d i s o n s t a t i o n a p a r t m e n t s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 2 1 2 5 p p 3 a l i g n c _ h . d w g Pl o t t e d B y : ru s s e l l Da t e P l o t t e d : Mo n d a y , O c t o b e r 2 4 2 0 2 2 a t 0 4 : 0 1 P M ALIGNMENT "C" AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : RY A N N E L S O N MA D I S O N S T A T I O N A P A R T M E N T S A. S N A R R R. J O R D A N P. S N A R R 22 1 2 5 P R E L I M I N A R Y N O T A P P R O V E D F O R C O N S T R U C T I O N 16 4 1 0 KEY MAP W E S N A B C D F H I J K E G W E S N 030'30'15' SCALE: 1" = 30' ALIGNMENT "H" CONSTRUCTION ITEMS: THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS, ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE PROJECT. ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X ON SHEET D-X. NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF FALLS WATER CO. STANDARDS. FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE DETAIL 5 ON SHEET D-1. 1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS 1 2 4 6 INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS. 1 2 WATER CONSTRUCTION ITEMS 5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1. 1 2 3 4 5 7 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS. 6 7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 10 11 12 9 10 PLUG AND THRUST BLOCK. 11 1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 5' SIDEWALK PER CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS. INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. NOT USED NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1.3 NOT USED NOT USED NOT USED 4 5 6 11 4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. NOT USED NOT USED 4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. (12''SD (12''SD (12''SD (12''SD (12''SD 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8' ' W 8' ' W 8' ' W 8' ' W (1 2 ' ' S D ( 8 ' ' S S (8 ' ' S S (8 ' ' S S (8 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 12 ' ' S D ) (12'' S D 12''SD) 1 2 ' ' S D ) G B G B GB GB GB GB GB GB GB GB 12 ' ' S D ) (1 2 ' ' S D N00°16'05"W 604.86' (M) 605.00' (R) GB GB GB GB GB GB0+00 1+00 2+00 3+00 4+00 5+005+00 TBC: 59.50TBC: 59.50 TBC: 58.90 TBC: 58.10TBC: 58.90 TBC: 58.90 TBC: 57.90 TBC: 57.80 TBC: 57.65 TBC/LP: 57.20 TBC: 58.00 TBC: 58.30 TBC: 59.14 TBC: 58.90 TBC: 59.10 TBC: 59.70 TBC: 60.35 TBC: 59.30 TBC: 59.80 TBC: 59.20 TBC: 59.00 TBC: 58.70 TBC: 57.85 TBC: 57.75 TBC/LP: 57.50 TBC: 58.20 TBC: 58.60 TBC: 58.48 TBC: 58.40 TBC: 57.80 TBC/LP: 57.70 TBC: 58.30 TBC: 58.20 TBC: 57.90 TBC: 59.35 TBC: 59.35 TBC: 59.75 TBC: 58.90 SDMH #1ECB #1D CB #1E SDMH #1B SDMH #1A SDMH #6 SDMH #1D CB #6A CB #6B SDMH #1C CB #1A CB #1C CB #1B 1 2 3 2 5 6 7 7 7 8 8 BLDG FF: 61.00 BLDG FF: 60.37 1 7 2 4 45 7 1 5 10 4848 4850 4852 4854 4856 4858 4860 4862 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 2+00 3+00 4+00 5+005+00 E INV IN=4853.84 W INV IN=4853.84 N INV OUT=4853.74 SDMH #1D STA=2+74.30, 9.00' R RIM=4857.30 E INV OUT=4853.89 CB #1C STA=2+83.03, 31.02' R GRATE=4856.90 24-LF OF 12" PVC @ 0.22% 205-LF OF 12" PVC @ 0.22% 63-LF OF 12" PVC @ 0.22% S INV IN=4853.29 W INV IN=4853.55 N INV OUT=4853.19 SDMH #1C STA=0+69.78, 9.00' R RIM=4857.10 E INV OUT=4853.60 CB #1B STA=0+69.78, 31.52' R RIM=4856.60 5-LF OF 8" WATERLINE 190-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 31-LF OF 8" WATERLINE 36-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 191-LF OF 8" WATERLINE EXISTING GRADE GRADE @ ALIGNMENT CL 12" S INV IN=4853.05 12" E INV OUT=4852.95 SDMH #1B STA=0+07.17, 9.00' R RIM=4858.00 6" M I N . B U R Y W E SN 030'30'15' SCALE: 1" = 30' 10 PP - 4 AL I G N M E N T A Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 2 \ 2 2 1 2 5 m a d i s o n s t a t i o n a p a r t m e n t s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 2 1 2 5 p p 4 a l i g n a . d w g Pl o t t e d B y : ru s s e l l Da t e P l o t t e d : Mo n d a y , O c t o b e r 2 4 2 0 2 2 a t 0 4 : 0 1 P M ALIGNMENT "A" AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : RY A N N E L S O N MA D I S O N S T A T I O N A P A R T M E N T S A. S N A R R R. J O R D A N P. S N A R R 22 1 2 5 P R E L I M I N A R Y N O T A P P R O V E D F O R C O N S T R U C T I O N 16 4 1 0 KEY MAP W E S N A B C D F H I J K E G CONSTRUCTION ITEMS: THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS, ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE PROJECT. ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X ON SHEET D-X. NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF FALLS WATER CO. STANDARDS. FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE DETAIL 5 ON SHEET D-1. 1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS 1 2 4 6 INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS. 1 2 WATER CONSTRUCTION ITEMS 5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1. 1 2 3 4 5 7 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS. 6 7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 10 11 12 9 10 PLUG AND THRUST BLOCK. 11 1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 5' SIDEWALK PER CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS. INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. NOT USED NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1.3 NOT USED NOT USED NOT USED 4 5 6 11 4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. NOT USED NOT USED 4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 4850 4852 4854 4856 4858 4860 4862 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 2+00 3+00 3+40 E INV OUT=4853.89 CB #1C STA=0+09.01, 2.77' L GRATE=4856.90 E INV IN=4853.84 W INV IN=4853.84 N INV OUT=4853.74 SDMH #1D STA=0+31.03, 11.50' L RIM=4857.30 24-LF OF 12" PVC @ 0.22%49-LF OF 12" PVC @ 0.22% 49-LF OF 12" PVC @ 0.22% 213-LF OF 12" PVC @ 0.22% NW INV OUT=4855.10 CB #1E STA=1+06.17, 30.52' R RIM=4858.10 SE INV IN=4855.90 W INV OUT=4854.52 SDMH #1F STA=2+93.50, 11.50' L RIM=4860.00 48-LF OF 12" PVC @ 0.22% NW INV OUT=4856.00 CB #1F STA=3+36.51, 8.90' R GRATE=4859.00 12" E INV IN=4854.05 12" SE INV IN=4854.99 12" N INV IN=4855.62 12" W INV OUT=4853.95 SDMH #1E STA=0+80.29, 11.50' L RIM=4859.00 255-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE EXISTING GRADE GRADE @ ALIGNMENT CL GB/STA=0+71.57 EL=4858.93LIP @ CL STA=0+09.01 EL=4857.12 12" S INV OUT=4855.80 CB #1D STA=0+80.29, 91.53' L RIM=4858.80 8" N INV OUT=4853.24 SSMH #9 STA=2+43.61, 19.69' L RIM=4860.00 6' M I N . B U R Y 4850 4852 4854 4856 4858 4860 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+003+00 S INV OUT=4855.80 CB #1D STA=0+62.29, 30.51' L RIM=4858.80 5-LF OF 8" WATERLINE 38-LF OF 8" WATERLINE 12-LF OF 8" WATERLINE 8" SS CROSSING 5-LF OF 8" WATERLINE 20-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE MAINTAIN 18" VERTICAL SEPARATION POTABLE & NON-POTABLE WATER. 10' EACH SIDE OF NON-POTABLE WATER LINE. (4) 45° ELBOWS 18 " M I N . EXISTING GRADE GRADE @ ALIGNMENT CLGB/STA=0+53.54 EL=4859.46 GB/STA=2+84.22 EL=4860.56 6" M I N . B U R Y ( 1 2 ' ' S D ( 1 2 ' ' S D 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W (12''SD (12''SD (12''SD (12''SD 8 ' ' W 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 4''WS 4''WS 4''FS 4''FS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 4''WS 4''WS 4''FS 4''FS ( 1 2 ' ' S D 1 2 ' ' S D ) (12' ' S D GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB (12''SD N0 0 ° 1 6 ' 0 5 " W 6 0 4 . 8 6 ' ( M ) 6 0 5 . 0 0 ' ( R ) GB GB G B G B G B G B ( 8 ' ' S S ( 8 ' ' S S BLDG FF: 60.37 TBC/LP: 59.40 TBC: 59.70 TBC: 59.69 TBC: 59.73 TBC: 60.35 TBC: 60.35 TBC: 60.35 TBC: 58.00 TBC: 58.30 TBC: 57.85 TBC: 57.75 TBC/LP: 57.50 TBC: 59.30 TBC: 59.80 OIL: 60.90OIL: 60.20 TBC: 60.70 CB #1F SDMH #1E CB #1D SDMH #1D CB #1C SDMH #1FSSMH #9 TBC: 58.90 TBC: 59.20 TBC/LP: 58.70 TBC: 58.89 TBC: 58.99 TBC: 59.60TBC: 58.70 TBC: 59.00 3+000+00 1+00 2+00 3+00 3+400+00 1+00 2+00 3+00 TBC: 59.10 TBC: 59.88 TBC: 60.00 TBC/LP: 59.60 ALIGNMENT "I" ALIGNMENT "J" 1 22 22 2 3 4 6 8 8 8 BLDG FF: 60.37 BLDG FF: 61.65 BLDG FF: 61.65 BLDG FF: 61.50 BLDG FF: 61.50 BLDG FF: 61.70 BLDG FF: 61.70 BLDG FF: 61.00 BLDG FF: 61.00 4 4 3 3 1 4 2 5 15 4 7 7 9 10 9 10 2 8 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W (1 2 ' ' S D (1 2 ' ' S D 8''W 8' ' W 8' ' W 8' ' W 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S (1 2 ' ' S D 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S GB GB GB GB GB GB GB GB N8 9 ° 4 7 ' 5 2 " E 5 9 9 . 9 9 ' G B G B (8''SS (8''SS (8''SS (8''SS (8''SS 8' ' S S ) (8 ' ' S S (8 ' ' S S 8 ' ' S S ) 8 ' ' S S ) 8 ' ' S S ) BLDG FF: 61.00 15 ' 15 ' TBC: 60.12TBC: 58.37 TBC: 60.07 OIL: 60.90 SSMH #9 EX. SSMH #2 SSMH #7 SDMH #1F 2+ 0 0 2+ 0 0 3+ 0 0 0+00 1+00 2+00 3+00 4+00 4+20 SAW-CUT EXISTING ASPHALT FOR SS CONNECTION & REPAIR 3 2 2 8 8 8 STORM POND 1 4846 4848 4850 4852 4854 4856 4858 4860 4862 4846 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 2+00 3+00 4+00 4+20 8" N INV OUT=4853.24 SSMH #9 STA=3+85.32, 0.00' RIM=4860.00 253-LF OF 8" PVC @ 0.40% 8" S INV IN=4852.23 8" E INV IN=4852.23 8" W INV IN=4852.23 8" N INV OUT=4852.13 SSMH #7 STA=1+32.38, 0.00' RIM=4858.20 8" WATER CROSSING 12" STORM CROSSING 136-LF OF 8" PVC @ 0.40% 18 " M I N . 18 " M I N . 8" WATER CROSSING (SEE SHEET 8/PP-3 FOR CROSSING INFO) 8" S INV IN=4851.59 8-IN N INV OUT=4851.49 EX. SSMH #2 STA=0+06.07, 50.84' L RIM=4859.05 8" WATER CROSSING (SEE ALIGNMENTS I FOR CROSSING INFO THIS SHEET) TBC @ CL STA=1+03.50 EL=4858.37 LIP @ CL STA=1+05 EL=4857.95 ST A = 3 + 5 6 . 9 8 EL = 4 8 6 0 . 5 6 TBC @ CL STA=1+67.27 EL=4860.12 TBC @ CL STA=3+12.48 EL=4860.07 LIP @ CL STA=1+65.73 EL=4859.54 LIP @ CL STA=3+13.95 EL=4859.66 EXISTING GRADE GRADE @ ALIGNMENT CL BTM OF POND ALIGNMENT "J" W E S N 030'30'15' SCALE: 1" = 30' 11 PP - 5 AL I G N M E N T B , I , & J Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 2 \ 2 2 1 2 5 m a d i s o n s t a t i o n a p a r t m e n t s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 2 1 2 5 p p 5 a l i g n b _ i _ j . d w g Pl o t t e d B y : ru s s e l l Da t e P l o t t e d : Mo n d a y , O c t o b e r 2 4 2 0 2 2 a t 0 4 : 0 2 P M ALIGNMENT "I" AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : RY A N N E L S O N MA D I S O N S T A T I O N A P A R T M E N T S A. S N A R R R. J O R D A N P. S N A R R 22 1 2 5 P R E L I M I N A R Y N O T A P P R O V E D F O R C O N S T R U C T I O N 16 4 1 0 KEY MAP W E S N A B C D F H I J K E G 030'30'15' SCALE: 1" = 30' W E SN ALIGNMENT "B" TBC: 59.93 TBC: 60.02 EXISTING SIDEWALK CONSTRUCTION ITEMS: THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS, ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE PROJECT. ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X ON SHEET D-X. NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF FALLS WATER CO. STANDARDS. FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE DETAIL 5 ON SHEET D-1. 1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS 1 2 4 6 INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS. 1 2 WATER CONSTRUCTION ITEMS 5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1. 1 2 3 4 5 7 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS. 6 7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 10 11 12 9 10 PLUG AND THRUST BLOCK. 11 1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 5' SIDEWALK PER CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS. INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. NOT USED NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1.3 NOT USED NOT USED NOT USED 4 5 6 11 4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. NOT USED NOT USED 4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 8 ' ' W 8 ' ' W 8 ' ' W (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 4'' W S 4'' W S 4'' F S 4'' F S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 12''S D ) S89°47'35"W 590.00' (M) 596.00' (R) GB GB G B G B G B G B G B G B G B 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 4 ' ' W S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 4 ' ' F S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 4 ' ' W S 4 ' ' W S 4 ' ' F S 4 ' ' F S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+80 BLDG FF: 60.37 BLDG FF: 60.37 BLDG FF: 61.65 BLDG FF: 61.65 BLDG FF: 61.60 TBC: 57.80 TBC: 58.40 TBC: 58.48 TBC/LP: 57.70 TBC: 58.30 TBC: 58.20 TBC/LP: 57.90 TBC: 59.35 TBC: 59.75 TBC: 59.35 TBC: 60.59 TBC: 60.62 TBC: 60.65 TBC: 59.10 TBC/LP: 58.20 TBC: 58.60 TBC: 58.80 TBC: 60.00 TBC: 60.50 TBC: 61.20 TBC: 59.80 TBC: 59.80 TBC: 59.70 TBC: 59.50 TBC: 60.00TBC: 60.00 TBC: 58.60 TBC: 58.50 TBC: 58.20 25 ' MI N . SSMH #11 SSMH #12 EX. SSMH #3 SSMH #10 SMDH #5 CB #5SDMH #6CB #6A CB #6B 1 2 3 2 10 10 6 5 1 3 3 7 1 2 5 10 9 10 9 10 9 10 9 10 7 5 9 SAW-CUT EXISTING ASPHALT FOR SS CONNECTION & REPAIR 25 ' MI N . 24 . 7 5 ' 26' 26' 7 7 8 4 5 6 3 2 3 2 3 2 32 4848 4850 4852 4854 4856 4858 4860 4862 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+80 5-LF OF 8" WATERLINE 13-LF OF 8" WATERLINE 43-LF OF 8" WATERLINE 10-LF OF 8" WATERLINE NW INV OUT=4854.60 CB #5 STA=6+06.04, 30.89' R RIM=4857.60 12" SE INV IN=4854.58 24" W INV OUT=4852.98 SMDH #5 STA=5+98.90, 23.50' R RIM=4857.70 E INV OUT=4854.10 CB #6B STA=1+12.98, 9.19' R GRATE=4857.10 41-LF OF 12" PVC @ 0.22% NE INV OUT=4854.30 CB #6A STA=1+44.13, 30.89' R GRATE=4857.30 10-LF OF 12" PVC @ 0.22% 12" W INV IN=4854.01 12" SW INV IN=4854.28 24" E INV OUT=4852.41 SDMH #6 STA=1+51.22, 23.50' R RIM=4857.50 5-LF OF 24" PVC @ 0.22% 275-LF OF 8" WATERLINE 165-LF OF 8" WATERLINE 8" E INV IN=4851.84 8" W INV OUT=4851.74 SSMH #10 STA=1+07.09, 5.00' R RIM=4858.00 8" E INV IN=4853.04 8" W INV OUT=4852.94 SSMH #11 STA=3+82.03, 5.00' R RIM=4858.70 8" W INV OUT=4854.14 SSMH #12 STA=6+56.98, 5.00' R RIM=4858.60 97-LF OF 8" PVC @ 0.40% 275-LF OF 8" PVC @ 0.40%275-LF OF 8" PVC @ 0.40%8" E INV IN=4851.35 8" W INV OUT=4851.25 EX. SSMH #3 STA=0+10.51, 8.71' R RIM=4858.73 EXISTING GRADE GRADE @ ALIGNMENT CL INSTALL STORM INFILTRATION SYSTEM 93'L x 16'W SC-740 ADS STORM TECH CHAMBER SYSTEM (SEE TABLE 4 SHEET C-4) INSTALL STORM INFILTRATION SYSTEM 93'L x 11'W SC-740 ADS STORM TECH CHAMBER SYSTEM (SEE TABLE 4 SHEET C-4) 6' M I N . B U R Y W E S N 030'30'15' SCALE: 1" = 30' 12 PP - 6 AL I G N M E N T K Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 2 \ 2 2 1 2 5 m a d i s o n s t a t i o n a p a r t m e n t s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 2 1 2 5 p p 7 a l i g n k . d w g Pl o t t e d B y : ru s s e l l Da t e P l o t t e d : Mo n d a y , O c t o b e r 2 4 2 0 2 2 a t 0 4 : 0 2 P M ALIGNMENT "K" AG L E R O C K N G I N E E R I N G SU R V E Y E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t is t h e p r o p e r t y o f E a g l e R o c k E n g i n e e r i n g a n d s h a l l n o t b e co p i e d i n a n y f o r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f E a g l e Ro c k E n g i n e e r i n g . E SH E E T N O . SH E E T N A M E CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 PR E P A R E D F O R : RY A N N E L S O N MA D I S O N S T A T I O N A P A R T M E N T S A. S N A R R R. J O R D A N P. S N A R R 22 1 2 5 P R E L I M I N A R Y N O T A P P R O V E D F O R C O N S T R U C T I O N 16 4 1 0 KEY MAP W E S N A B C D F H I J K E G 3 10 9 CONSTRUCTION ITEMS: THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS, ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE PROJECT. ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X ON SHEET D-X. NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF FALLS WATER CO. STANDARDS. FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE DETAIL 5 ON SHEET D-1. 1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS 1 2 4 6 INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS. 1 2 WATER CONSTRUCTION ITEMS 5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1. 1 2 3 4 5 7 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS. 6 7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 10 11 12 9 10 PLUG AND THRUST BLOCK. 11 1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 5' SIDEWALK PER CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS. INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. NOT USED NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1.3 NOT USED NOT USED NOT USED 4 5 6 11 4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. NOT USED NOT USED 4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS PER FALLS WATER STANDARDS. TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E U G P U G P U G P U G P U G P U G P U G P U G P U G P U G P (8''SS(8''SS(8''SS ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''W8''W8''W8''W8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W W (12''SD(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD 12''SD)12''SD) G B G B GB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB 1 2 ' ' S D ) TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E TO E TO E TO E T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E T O E T O E T O E T O E T O E T O E U G P U G P U G P U G P U G P U G P U G P U G P U G P U G P (8''SS(8''SS(8''SS ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 8''W8''W8''W8''W8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W W L O T 1 B L O C K 1 5 5 5 6 5 7 S F 1 2 . 7 5 6 A C . N89°47'52"E 599.99' N00°15'55"W 151.68' C 1 C 2 6 2 . 0 5 ' C 3 S3 0 ° 0 8 ' 1 8 " W 9 5 9 . 9 1 ' S89°47'35"W 590.00' (M) 596.00' (R)N00°16'05"W 604.86' (M) 605.00' (R)GB GBGBGBGBGBGBGBGB G B GB GB GB S T O R M P O N D 2 T O P : 4 0 0 7 . 7 7 S Q F T B O T T O M : 1 4 5 8 . 7 3 S Q F T File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 swppp.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:02 PM W E S N 0 40' 4 0 ' 2 0 ' S C A L E : 1 " = 4 0 ' 13 SWPPP STROM WATER POLLUTION PREVENTION PLAN AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 1. CONTRACTOR IS RESPONSIBLE FOR THE OFFICIAL WRITTEN SWPPP AND NOI MEETING EPA REGULATIONS.2.CONTRACTOR SHALL INSTALL A DIRT BERM OR SILT FENCE AROUND THE PERIMETER OF THE SITE(S) WHERE EARTHWORK IS TAKINGPLACE TO LIMIT POLLUTANT DISCHARGE LEAVING THIS SITE AND ENTERING ADJACENT PROPERTIES. THIS CAN BE INDIVIDUALBUILDING SITES OR ENTIRE PERIMETER. CONTRACTOR TO MAINTAIN BERM OR SILT FENCE REGULARLY TO ENSURE SEDIMENT ANDOTHER CONTAMINANTS FROM MIGRATING OFF PROJECT SITE.3. CONTRACTOR TO ESTABLISH A STAGING AREA FOR FUELING AND ENSURE COMPLIANCE WITH SPILL PREVENTION ANDCONTAINMENT BEFORE THE START OF ON SITE CONSTRUCTION ACTIVITIES.4.CONTRACTOR SHALL ENSURE TRUCKS EXITING THE PROJECT SITE ARE NOT TRACKING MATERIAL OFF SITE. IN THE CASE TRACKING MATERIAL OFF SITE OCCURS, THE CONTRACTOR SHALL HAVE A PICK-UP BROOM (OR OTHER EQUIPMENT) ON SITE TO ENSURE THEOFFSITE ROADWAYS REMAIN CLEAN. THIS WILL BE SCHEDULED ON AN AS NEEDED BASIS.5.IF THE CONTRACTOR DOESN'T CONTROL THE TRACKING OF MATERIAL ONTO THE CITY/COUNTY ROADWAYS TO THE SATISFACTION OFTHE CITY, THE CITY MAY SHUT DOWN THE PROJECT UNTIL THE CONTRACTOR INSTALLS ANTI TRACKING PADS (STONE ORCORRUGATED STEEL PANELS) AT A DESIGNATED EXIT POINT PRIOR TO EXITING THE SITE.6. CONTRACTOR TO INSPECT EQUIPMENT/VEHICLE STORAGE AREA AND FUEL TANK WEEKLY AND AFTER STORM EVENTS. LEAKS TO BEREPAIRED IMMEDIATELY. SPILL CLEANUP MATERIALS SHALL BE AVAILABLE ON SITE AND PROPER DISPOSAL OF CONTAMINATEDMATERIAL SHALL BE DISPOSED OF PER EPA GUIDELINES.7. INSTALL CONSTRUCTION RACK/MAT, SHAKER PLATE, RUMBLE RACK OR EQUAL TO MITIGATE TRACKING OFF SITE. CONTRACTOR TOSUBMIT SPECIFICATIONS TO ENGINEER FOR APPROVAL. B E R M A L O N G P E R I M E T E R C O N C R E T E W A S H - O U T S T A B A L I Z E C O N S T R U C T I O N E N T R A N C E ( S E E N O T E 7 ) I N L E T P R O T E C T I O N C O N C R E T E W A S H O U T S T A B I L I Z E D C O N S T R U C T I O N E N T R A N C E S E E B A L L A S T D E T A I L R O A D W A Y U N D E R C O N S T R U C T I O N E X I S T I N G P A V E D R O A D W A Y S H O U L D E R T O S H O U L D E R W I D T H 1 0 0 ' M I N E X C E P T 5 0 ' M I N F O R P R O J E C T SI T E S O F L E S S T H A N 1 A C R E G E O - T E X T I L E F I L T E R F A B R I C B A L L A S T D E T A I L 1 2 " M I N . C O M P A C T E D F R A C T U R E D S T O N E L E G E N D : N O S C A L E N O S C A L E B E R M A R O U N D P E R I M E T E R 1 2 " W I D E M I N I M U M 1 0 m i l P L A S T I C L I N I N G 2 F E E T D E E P M I N I M U M 8 ' M I N . L A T H A N D F L A G G I N G O N 3 S I D E S 8 ' M I N . A A N O T E S : 1 . A C T U A L L A Y O U T D E T E R M I N E D I N T H E F I E L D 2 . T H E C O N C R E T E W A S H O U T S I G N S H A L L B E I N S T A L L E D W I T H I N 3 2 F E E T O F T H E T E M P O R A R Y C O N C R E T E W A S H O U T F A C I L I T Y 3 . W A S H O U T C O N C R E T E T R U C K S I N D E S I G N A T E D A R E A S O N L Y 4 . A V O I D M I X I N G E X C E S S C O N C R E T E 5 . W A S H O U T A R E A C A N A L S O B E U S E D F O R S H E E T R O C K M U D , S T U C C O , M A S O N R Y , E T C . 6 . C O L L E C T L I Q U I D W A S T E I N A T E M P O R A R Y L I N E D P I T A N D A L L O W I T T O D R Y 7 . T H E P I T S H O U L D B E L A R G E E N O U G H T O C O N T A I N A L L W A S T E F R O M W A S H O U T 8 . L O C A T E W A S H O U T F A C I L I T I E S A M I N I M U M O F 5 0 F E E T F R O M S T O R M D R A I N O R R E C E I V I N G W A T E R S 9 . K E E P T H E W A S H O U T A R E A S A W A Y F R O M A R E S O F C O N S T R U C T I O N T R A F F I C 1 0 . I N S P E C T D A I L Y W H E N I N U S E 1 1 . A L L O W W A S T E T O D R Y A N D T H E N D I S P O S E O F A S S O L I D W A S T E 1 2 . M A I N T A I N W A S H O U T S T O P R O V I D E A M I N I M U M 1 F O O T F R E E - B O A R D F O R B E L O W G R A D E F A C I L I T I E S 1 3 . C L E A N L E A N E X I S T I N G F A C I L I T I E S O R C O N S T R U C T A D D I T I O N A L F A C I L I T E S W H E N T H E W A S H O U T I S 5 0 % F U L L C O N C R E T E W A S H O U T S I G N D E T A I L ( O R E Q U I V A L E N T ) C O N C R E T E W A S H O U T B E R M S E C T I O N A - A N A T U R A L G R O U N D L A T H A N D F L A G G I N G O N 3 S I D E S B E R M A R O U N D P E R I M E T E R 1 2 " W I D E M I N I M U M 1 0 m i l P L A S T I C L I N I N G 2 ' M I N . SWPPP PLAN NOTES D E T A I L A - A File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 details.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:02 PM 14 D-1 DETAILS AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 MIN. GRADE 1/4"/FT.(2%)"E""D"CAP OR PLUG AND INSTALLSERVICE LINE MARKERPER SD-512 (TYP.)ABSOLUTE MIN. GRADE 1/8"/FT.(1%)4"-1/8 OR 1/16BEND AS NEEDED MIN. GRADE 1/4"/FT.(2%)"C""B""A" TYPE C TEE OR APPROVEDCONNECTION NOTES: TYPE E 45° TYPE A & D TEE OR APPROVEDCONNECTION LP45° MAX.1/8 LONGRADIUS BEND TYPE B 45° MAX.GASKET ALL JOINTS CONCRETE COLLAR FINISHED GRADEFRAME & COVER 45°FLOW SHELFSHELFSHELFMANHOLE NOTES:5"FLEXIBLE RUBBERGASKETPRECAST MONOLITHICCONCENTRIC CONESECTIONPRECAST CONCRETEMANHOLE-BARREL SECTIONSAS REQ'DPREFABRICATED BASE.UNDISTURBEDEARTH A4 APPROVEDBEDDING 6" MIN31"48" DIA9 MIN RUBBER BOOT .75 X Di PIPE 1.PLACE VERTICAL WALL ON UPSTREAM SIDEOF MANHOLE, ROTATED 45 DEGREES.2.WHERE PVC PIPE IS UTILIZED, INSTALL ARUBBER RING OR GASKET COLLAR WHERETHE PIPE IS IN CONTACT WITH MANHOLEBASE AND/OR MANHOLE CHANNEL, INORDER TO INSURE A WATERTIGHT SEAL.3.UNLESS OTHERWISE SHOWN, MANHOLESSHALL HAVE 0.1 FALL FROM UPSTREAMINVERT TO DOWNSTREAM INVERT. FOR PIPESLOPES GREATER THAN 2.5% SLOPE, SEEPLAN & PROFILE.PLAN DETAILNOT TO SCALE SEWER MANHOLE SECTION1NOT TO SCALE 6" SANITARY SEWER SERVICE LINES DETAIL2 NOT TO SCALE TYPICAL SEWE R T R E N C H D E T A I L 34" MIN 6" MIN TYPIC A L S T R E E T / O P E N F I E L D 6'-0" MIN. BURY (TYP.) NATIVE MATERIALCOMPACTED AS PER CITYREQUIREMENTS ANDISPWC P I P E B E D D I N G 4" MIN 6" MIN T Y P I C A L S T R E E T 6'-0" MIN. BURY (TYP.) F L O W A B L E F I L L A S P E R C I T Y O F R E X B U R G S P E C I F I C A T I O N S P I P E B E D D I N G 1 2 " ( M I N . ) UNDISTURBED EARTH (TYP.) E X I S T I N G B A S E F O U N D A T I O N S T A B I L I Z A T I O N T Y P E I B E D D I N G M A T E R I A L P I P E T R E N C H B A C K S L O P E P E R O . S . H . A . O R S U I T A B L E S H O R I N G . U P P E R & L O W E R B A C K F I L L Z O N E M A T E R I A L & C O M P A C T I O N T O M A T C H R E Q U I R E M E N T S O F S T O R M D R A I N T R E N C H S E C T I O N ( D E T A I L 1 / S D - 1 ) . L O W E R B A C K F I L L Z O N E . M A T E R I A L & C O M P A C T I O N T O M A T C H R E Q U I R E M E N T S O F L O W E R B A C K F I L L Z O N E O F S T O R M D R A I N P I P E S E C T I O N . D E T A I L ( 1 / S D - 1 ) . F I N I S H G R A D E S U R F A C E R E P A I R W I D T H O R L O C A L C U T B A C K R E Q U I R E M E N T S T Y P I C A L B O T H S I D E S . E X I S T I N G S U R F A C E NEW P A V E M E N T S E C T I O N D o + 2 4 " SEE NOTE 2VARIES PERPIPE SIZE 2'-6"VARIES0.35' MIN 0.54' MIND o NOT TO SCALE TYPICAL MISC T R E N C H D E T A I L 4 S U B G R A D E O R N A T U R A L G R O U N D 9 0 ° 9 0 ° 9 0 ° 9 0 ° N O T T O S C A L E P I P E B E D D I N G D E T A I L S 1 0 L I D & C O V E R 1 . G A L V A N I Z E D S T A N D P I P E 3 2 I N C H E S W R A P P E D W I T H T A P E . 2 . A L L S E R V I C E L I N E S S H A L L B E B O R E D U N D E R E X I S T I N G A S P H A L T P A V I N G . N O A S P H A L T P A V I N G S H A L L B E C U T F O R S E R V I C E L I N E I N S T A L L A T I O N . 3 . A L L S U P P L I E S P R O V I D E D B Y C I T Y E X C E P T C O R P O R A T I O N C U R B S T O P , M E T E R S U P P O R T , S U P P L Y L I N E S I N & O U T . G E N E R A L N O T E S : 4"L A W N L E V E L M E T E R T O U C H R E A D B U T T O N S E R V I C E L I N E M E T E R S U P P O R T S T R A P S E R V I C E L I N E T O M E T E R S U P P O R T 2 " M I N H O U S E S I D E G A L V A N I Z E D P I P E , C O N N E C T T O M E T E R & A N G L E M E T E R V A L V E W / A P P R O X I M A T E F I T T I N G S S E E N O T E 1 2 0 " X 4 8 " P O L Y B A R R E L 2 0 " R I N G A N D C O V E R W / T O U C H R E A D H O L E B A L L T Y P E C O R P O R A T I O N A N D C U R B S T O P A D A P T E R , P O L Y - B Y - F E M A L E M E T A L P I P E R A T E D A T 3 0 0 P S I M I N I M U M W O R K I N G P R E S S U R E . N O T T O S C A L E 1 1 / 2 " M E T E R A N D M E T E R S E T T I N G D E T A I L 6 NOT TO SCALE FIRE HYDRANT D E T A I L 5 1.ALL SERVICE LINES TO BE 4" INSIDEDIAMETER UNLESS OTHERWISE NOTED.2.TYPE "C" SERVICE WILL ONLY BEALLOWED IF SPECIFICALLY APPROVED BYTHE ENGINEER.3.TYPE "E" ALLOWABLE FOR TRENCHES 15FT. DEEP OR GREATER WITHPRE-APPROVAL BY THE ENGINEER.4.USE 6" OF TYPE I BEDDING ALL AROUNDEACH SERVICE.FINISH GRADEFINISH GRADEMIN. GRADE 1/4"/FT.(2%)2-45° BENDS STANDARD TREN C H D E T A I L O N PRIVATE PR O P E R T Y S T A N D A R D T R E N C H D E T A I L O N P U B L I C R O A D 6" MIN6" MIN 6'-0" MIN T Y P E 1 A G G R E G A T E B E D D I N G ( 2 " x 8 " x 1 2 " ) C O N C R E T E B L O C K T H R U S T B L O C K D O N O T C O V E R D R A I N H O L E S W I T H C O N C R E T E P L A C E S A F E T Y F L A N G E O R F L A N G E W I T H B R E A K A W A Y B O L T S 2 " M I N . 8 " M A X A B O V E G R A D E H Y D R A N T S H A L L B E F A C T O R Y P A I N T E D R E D S T O R Z C O N N E C T I O N M J J O I N T FLANGED JOINT TEE DI LINE TO CITYMAINLINE THRUST BLOCK VAL V E VALVE NUT EXTENSION T O WITHIN 6" OF SURFA C E CONCRETE COLLAR FINISHED GRA D E VALVE BOX SET T O FINISHED GRA D E P I P E B E D D I N G F O R R I G I D P I P E P I P E B E D D I N G D E T A I L F O R F L E X I B L E P I P E S H A P E D S U B G R A D E G R A N U L A R F O U N D A T I O N S H A P E D S U B G R A D E G R A N U L A R F O U N D A T I O N C O M P A C T 1 " M A X . B A C K F I L L I N 6 " L A Y E R S T O 9 5 % O R A S T M D - 6 9 8 C O M P A C T 1 " M A X . B A C K F I L L I N 6 " L A Y E R S T O 9 5 % O R A S T M D - 6 9 8 C O M P A C T A P P R O V E D B E D D I N G M A T E R I A L T O 9 5 % O F A S T M D - 6 9 8 C O M P A C T A P P R O V E D B E D D I N G M A T E R I A L T O 9 5 % O F A S T M D - 6 9 8 6" MIN 1 2 " M A X 3" 6" MIN 1 2 " M A X S H A P E D U N D I S T U R B E D S O I L . E X C A V A T E D F O R B E L L H O L E S . S H A P E D U N D I S T U R B E D S O I L . E X C A V A T E D F O R B E L L H O L E S . 6" MIN 1 2 " M A X 3" 6" MIN 1 2 " M A X 2 " O F P L A N T M I X P A V E M E N T U N D I S T U R B E D E A R T H 9 " O F G R A N U L A R B O R R O W / P I T R U N 3 " O F 3 / 4 " G R A V E L R O A D B A S E 6" 1' 6 " A G G R E G A T E B A S E 1 ' - 0 " 1 ' - 6 " 6 " 4" 6 " 6" 1' 6 " A G G R E G A T E B A S E 1 ' - 0 " 1 ' - 6 " 6 " 4" 6 " N O T T O S C A L E T Y P I C A L P A R K I N G L O T / D R I V E W A Y S E C T I O N 9 N O T T O S C A L E L I P D O W N C U R B 8 N O T T O S C A L E L I P U P C U R B 7 File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 details.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:02 PM 15 D-2 DETAILS AGLE ROCK NGINEERING SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: DESCRIPTIONDATE REVISIONS 1 2 3 4 5 6 ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ESHEET NO. SHEET NAME CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR: RYAN NELSON MADISON STATION APARTMENTS A. SNARR R. JORDAN P. SNARR 22125PRELIM I N A R Y NOT AP P R O V E D F O R CONSTR U C T I O N 16410 7" 1 . 7 3 ' 2'-6" 0 . 2 ' T Y P . 0.2' BROKEN STONE 1 - 1 / 2 " - 2 " W A S H E D B R O K E N S T O N E A S P H A L T C U L T E C 4 1 0 F I L T E R F A B R I C T O S E P A R A T E T O P S O I L F R O M W A S H E D S T O N E C U R B & G U T T E R STORM TE C H SC-740 CH A M B E R INFILTRAT O R PRECAST SOLI D FLOOR AND L O W E R MH SECTION 1.2' 12"Ø PVCTO INFILTRA T O R INFILTRATOR 12" TO 2 4 " 1 2 " Ø I N L E T F R O M C A T C H B A S I N . E X T E N D I N T O I N N E R S E P A R A T O R R I N G S T A N D A R D M H R I N G & C O V E R F L U S H W I T H G R O U N D S U R F A C E ( G R A T E N O T R I N G I N C O U R T Y A R D ) S T A N D A R D M H C O N E S E C T I O N S T D 4 ' Ø M A N H O L E SECURE PIPE TOWALL W/ SS STRAPAND HARDWARE.TYP.12" OPENING WIT H FLEXIBLE SEAL,TYP. C R O S S S E C T I O N I N F I L T R A T O R D R A I N C R O S S S E C T I O N V I E W D R A I N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 0 ' - 0 " 3 0 " D I A . P R E C A S T I N L E T B O X , S E E T Y P E 1 F O R D I M E N S I O N S A S P E R T H E C I T Y O F R E X B U R G S P E C I F I C A T I O N S A N D S T A N D A R D D R A W I N G S 3 / 4 " C R U S H E D G R A V E L 6" 3" 1'-0" 6" 6" A S P H A L T G R A T E 1 1/4" #4 R E B A R 1 0 ' - 0 " 10'-0" - D 3'-3" 3 ' - 3 " A S P H A L T C O N C R E T E 1' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOT TO SCALE CATCH BASIN1 12" MIN. DIA.GASKET FOR PLASTICPIPE KNOCKOUTS TYPICAL (4)SIDES 18" DIA. TORECEIVE UP TO 15" DIA.PIPE3'-0" MIN.3 1/2"2"3 1/2"30"INSIDE DIA. BARRELSECTION 39 20"3'-0"x6"x3/8"STEEL PLATE 6"C1 SIDEWALK TBCC3 #4 REBAR BYMANUFACTURER ADJUSTING BOLTS C1 CLCL1'-2"GRATE1'-0"INLETBOX12"CURB & GUTTERSEE DETAILPLASTIC PIPE REBAR SCHEDULEMARKLOCATIONSIZELENGTHQUANTITYC3CURB AND BOX42'-0"4NOT TO SCALE STORM D R A I N S E C T I O N 4NOT TO SCALE CROSS S E C T I O N S O F D R A I N 5 CONTINUITYCONDUCTOR(TYP.) SEENOTE 6 & 7EXISTINGGROUND(UNDISTURBED)CONC. TO BEPOURED INPLACE SEE NOTE #1 CONTINUITYCONDUCTOR(TYP.) SEENOTE 6 & 7EXISTING GROUND(UNDISTURBED)TEE BLOCKINGBEND BLOCKINGTEE BLOCKING(SMALLER LINE OR PLUG)SEE NOTE #1SEE NOTE #1SMALLERWATER LINE CONC. TO BEPOURED INPLACE EXISTINGGROUND(UNDISTURBED)CONC. TO BEPOURED INPLACE EXISTINGGROUND(UNDISTURBED)CONTINUITYCONDUCTOR(TYP.) SEENOTE 6 & 7 EXISTINGGROUND(UNDISTURBED)CONC. TO BEPOURED INPLACENOT TO SCALE THRUST BLOCKING DETAILS3 12"MIN. DIA.GASKET FORPLASTIC PIPE KNOCKOUTS TYPICAL(4) SIDES 18" DIA. TORECEIVE UP TO15" DIA. PIPE3'-0" MIN.3 1/2"2"3 1/2"30"INSIDE DIA. BARREL SECTION 2.57'20"3'-0"x6"x3/8"STEEL PLATE 6"C1 LANDSCAPE STRIPC3 #4 REBAR BYMANUFACTURER ADJUSTING BOLTS C1 CLCL1'-2"GRATE1'-0"INLET BOX0.8'ROLL BACKCURB & GUTTERSEE DETAIL 2PLASTIC PIPENOT TO SCALE CATCHBASIN DETAIL2 A D S S T O R M T E C H S Y S T E M N O T E S : 1 . S C - 7 4 0 C H A M B E R S S H A L L C O N F O R M T O T H E R E Q U I R E M E N T S O F A S T M F 2 4 1 8 " S T A N D A R D S P E C I F I C A T I O N F O R P O L Y P R O P Y L E N E ( P P ) C O R R U G A T E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " . ^ J 2 . S C - 7 4 0 C H A M B E R S S H A L L B E D E S I G N E D I N A C C O R D A N C E W I T H A S T M F 2 7 8 7 " S T A N D A R D P R A C T I C E F O R S T R U C T U R A L D E S I G N O F T H E R M O P L A S T I C C O R R U G A T E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " . ^ J 3 . " A C C E P T A B L E F I L L M A T E R I A L S " T A B L E A B O V E P R O V I D E S M A T E R I A L L O C A T I O N S , D E S C R I P T I O N S , G R A D A T I O N S , A N D C O M P A C T I O N R E Q U I R E M E N T S F O R F O U N D A T I O N , E M B E D M E N T , A N D F I L L M A T E R I A L S . ^ J 4 . T H E " S I T E D E S I G N E N G I N E E R " R E F E R S T O T H E E N G I N E E R R E S P O N S I B L E F O R T H E D E S I G N A N D L A Y O U T O F T H E S T O R M T E C H C H A M B E R S F O R T H I S P R O J E C T . ^ J 5 . T H E S I T E D E S I G N E N G I N E E R I S R E S P O N S I B L E F O R A S S E S S I N G T H E B E A R I N G R E S I S T A N C E ( A L L O W A B L E B E A R I N G C A P A C I T Y ) O F T H E S U B G R A D E S O I L S A N D T H E D E P T H O F F O U N D A T I O N S T O N E W I T H C O N S I D E R A T I O N F O R T H E R A N G E O F E X P E C T E D S O I L M O I S T U R E C O N D I T I O N S . ^ J 6 . P E R I M E T E R S T O N E M U S T B E E X T E N D E D H O R I Z O N T A L L Y T O T H E E X C A V A T I O N W A L L F O R B O T H V E R T I C A L A N D S L O P E D E X C A V A T I O N W A L L S . 7 . O N C E L A Y E R ' C ' I S P L A C E D , A N Y S O I L / M A T E R I A L C A N B E P L A C E D I N L A Y E R ' D ' U P T O T H E F I N I S H E D G R A D E . M O S T P A V E M E N T S U B B A S E S O I L S C A N B E U S E D T O R E P L A C E T H E M A T E R I A L R E Q U I R E M E N T S O F L A Y E R ' C ' O R ' D ' A T T H E S I T E D E S I G N E N G I N E E R ' S D I S C R E T I O N . 3 0 " ( 7 6 2 m m ) 1 8 " ( 4 5 0 m m ) M I N * 8 ' ( 2 . 4 m ) M A X S U B G R A D E S O I L S ( S E E N O T E 5 ) P A V E M E N T L A Y E R ( D E S I G N E D B Y S I T E D E S I G N E N G I N E E R ) S C - 7 4 0 E N D C A P 6 " ( 1 5 0 m m ) M I N D E P T H O F S T O N E T O B E D E T E R M I N E D B Y S I T E D E S I G N E N G I N E E R 6 " ( 1 5 0 m m ) M I N D C B A P E R I M E T E R S T O N E ( S E E N O T E 6 ) E X C A V A T I O N W A L L ( C A N B E S L O P E D O R V E R T I C A L ) * T O B O T T O M O F F L E X I B L E P A V E M E N T . F O R U N P A V E D I N S T A L L A T I O N S W H E R E R U T T I N G F R O M V E H I C L E S M A Y O C C U R , I N C R E A S E C O V E R T O 3 0 " ( 7 5 0 m m ) . 1 2 " ( 3 0 0 m m ) M I N A D S G E O S Y N T H E T I C S 6 0 1 T N O N - W O V E N G E O T E X T I L E A L L A R O U N D C L E A N , C R U S H E D , A N G U L A R S T O N E I N A & B L A Y E R S 1 2 " ( 3 0 0 m m ) M I N 5 1 " ( 1 2 9 5 m m ) 6 " ( 1 5 0 m m ) M I N S U M P D E P T H T B D B Y S I T E D E S I G N E N G I N E E R ( 2 4 " [ 6 0 0 m m ] M I N R E C O M M E N D E D ) 2 4 " ( 6 0 0 m m ) H D P E A C C E S S P I P E R E Q U I R E D U S E F A C T O R Y P R E - F A B R I C A T E D E N D C A P P A R T # : M C 3 5 0 0 I E P P 2 4 B C T W O L A Y E R S O F A D S G E O S Y N T H E T I C S 3 1 5 W T K W O V E N G E O T E X T I L E B E T W E E N F O U N D A T I O N S T O N E A N D C H A M B E R S 8 . 2 5 ' ( 2 . 5 1 m ) M I N W I D E C O N T I N U O U S F A B R I C W I T H O U T S E A M S M A N H O L E C O V E R P I P E C O N N E C T I O N T O E N D C A P W I T H A D S G E O S Y N T H E T I C S 6 0 1 T N O N - W O V E N G E O T E X T I L E S C - 7 4 0 C H A M B E R S C - 7 4 0 E N D C A P S C - 7 4 0 I S O L A T O R R O W D E T A I L N T S O P T I O N A L I N S P E C T I O N P O R T S T O R M T E C H H I G H L Y R E C O M M E N D S F L E X S T O R M P U R E I N S E R T S I N A N Y U P S T R E A M S T R U C T U R E S W I T H O P E N G R A T E S A D S S T O R M I N F I L T R A T I O N N O T E S 1 . T H E A D S S T O R M I N F I L T R A T I O N S Y S T E M S H O W N I S S I Z E D U S I N G A D S S T O R M T E C H S C - 7 4 0 C H A M B E R S Y S T E M . T H E C H A M B E R A R E A S A R E S E T F O R D E S I G N F O R E A C H A R E A ; H O W E V E R T H E L E N G T H S A N D W I D T H S M A Y V A R Y T O M E E T S E P A R A T I O N F R O M O T H E R U T I L I T I E S O R C O N S T R U C T I O N O B S T A C L E S . 2 . C O N T R A C T O R T O S U P P L Y A N D S U B M I T F I N A L A D S S T O R M T E C H D R A W I N G S A N D S P E C I F I C A T I O N S ( O R E Q U A L S Y S T E M ) T O E N G I N E E R F O R A P P R O V A L P R I O R T O I N S T A L L A T I O N . 3 . C O N T R A C T O R T O I N S T A L L T H E A D S S T O R M T E C H S C - 7 4 0 S Y S T E M ( O R E Q U A L ) W I T H N Y L O P L A S T I N L E T A N D O U T L E T ( O R P R E C A S T C O N C R E T E ) P E R M A N U F A C T U R E R S D R A W I N G S A N D S P E C I F I C A T I O N S . N O T T O S C A L E S T O R M T E C H S C - 7 4 0 A D S C H A N B E R S Y S T E M 6