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HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev 2 3.7.23 - 22-00795 - Madison Station Apartments - Trejo St (1)File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 cover.dwgPlotted By:russellDate Plotted:Tuesday, March 7 2023 at 02:01 PM 1 ---- COVER C I V I L S I T E W O R K F O R : PART OF THE SOUT H E A S T 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 : M A D I S O N 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 M a r c h 2 0 2 3 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 W E S N H A N D C A R T L n 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 B 1 2 P P - 6 A L I G N M E N T I & J 1 3 P P - 7 A L I G N M E N T K 1 4 P P - 8 S O U T H W E S T S E R V I C E C O N N E C T I O N S 1 4 S W P P P S T O R 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 5 D - 1 D E T A I L S 1 6 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:Tuesday, March 7 2023 at 02:01 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 SIGNAGE 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.SIGNAGE 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 CITY OF REXBURG CONTROL.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.DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO WALK JOB AND IDENTIFY DEMOLITIONWORK 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 FRONTAGES FOR POWER,PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERS AND PHONE BOXES WILL BEFIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEEN CONSTRUCTED TO SUBGRADE AND SIDE SLOPESHAVE 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 (CONTRACTORSHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTION STAKING OF POWER SHALL BECONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZE MEETING ROCKY MOUNTAIN POWER DESIGNPRIOR TO CONSTRUCTION.15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURAL GAS MUST BE INA 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 B L D G B U I L D I N G C B C A T C H B A S I N C L C E N T E R L I N E 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 E X E X I S T I N G F H F I R E H Y D R A N T 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 H P H I G H P O I N T 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 L P L O W P O I N 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 F I B E R O P T I C F O 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 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 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 M A D I S O N F I R E D E P A R T M E N T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S T A N C R I T T E N D E N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( 2 0 8 ) 3 5 9 - 3 0 1 0 P R O P O S E D L I P D O W N 1 8 " C U R B & G U T T E R G R A D E B R E A K G B G B P R O P O S E D W A T E R M E T E R B O X 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 6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PSEGEG 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 6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS EA S T E R N I D A H O R A I L R O A D TR E J O S T R E E T SO U T H Y E L L O W S T O N E H I G H W A Y 5 0 . 2 8 ' T O C L O F R A I L 1 0 0 ' R A I L R O A D R I G H T - O F - W A Y 70'ROW 1 1 ' P U B L I C W A L K E A S E M E N T 589.84'15.02'L1L2 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 4858485 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:Tuesday, March 7 2023 at 02:02 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 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 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) 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 N0 0 ° 1 6 ' 0 5 " W 6 0 4 . 8 6 ' ( M ) 6 0 5 . 0 0 ' ( R ) N89°47'52"E 599.99' 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 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S ( 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''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 12''SD) 8''W 8' ' W 8' ' W 8' ' W (8''SS ( 8 ' ' S S ( 8 ' ' S S ( 8 ' ' S S 1 2 ' ' S D ) 6' ' S S 6' ' S S 2' ' W S 6' ' F S 6' ' F S 4''S S 4''S S 2'' W S 2'' W S 2''F S 2''F S G B G B G B GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB 1 2 ' ' S D ) 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''SS (8''SS (8''SS (8''SS 6 ' ' F S 6 ' ' F S 2 ' ' W S 2 ' ' W S G B G B G B G B 6'' S S 6'' S S 6'' F S2'' W S 6'' S S 6'' S S 6''F S 6''F S 2''W S 2''W S 6''S S 6' ' S S 6' ' S S 2' ' W S 6' ' F S 6' ' F S 2' ' W S 2' ' W S 6' ' F S 6' ' F S 6''FS2''WS 6''SS 6''SS 6''SS 6''SS 6 ' ' F S 2 ' ' W S FO FO FO F O F O F O F O F O FO 1 2 ' ' S D ) 6'' F S2'' W S 6'' F S 6'' F S 2'' W S 2'' W S 1 2 ' ' S D ) 8 ' ' W 8 ' ' S S ) 8 ' ' S S ) 8 ' ' S S ) 8 ' ' S S ) 8 ' ' S S ) (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 6 ' ' S S 6 ' ' S S 6 ' ' S S 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 3 4 7 BLDG FF: 61.70 BLDG FF: 62.10 BLDG FF: 62.80 BLDG FF: 61.70 BLDG FF: 62.40 BLDG FF: 61.30 BLDG FF: 62.20 BLDG FF: 62.70 BLDG FF: 63.00 CLUBHOUSE BLDG FF: 62.75 BLDG FF: 61.00 2 3 5 5 5 2 11 3 3 2 2 7 2 2 2 7 5 6 65 49 9 7 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 1 1 3 2 4 4 9 8 9 9 STORM POND 2 2 3 2 8 10' 10' 8 DEVELOPMENT SIGN 3 2 7 10 6 5 9 7 4 4 10 6 5 8 8 9 4 6 6 5 5 6 5 5 2 2 2 2 3 2 3 4 5610105 6 5 9 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 ' 93. 6 ' 9 1 . 3 8 ' 9 1 . 7 9 ' 6 5 10 9 3 4 7 7 9 10 3 2 9 3 5 7 2 9 10 3 9 10 3 9 10 3 5 5 5 2 2 3 3 3 2 11' P A T H W A Y E A S E M E N T 11' P A T H W A Y E A S E M E N T 3 11 2 11 3 2 2 11 3 3 5 2 7 2 7 9 10 3 3 2 2 5 9 10 3 5 3 2 5 2 7 3 4 11 7 4 2 8"x6" REDUCER 9 10 3 6 5 11 2 4 7 3 2 2 5 5 5 7 7 5 2 2 3 9 10 3 9 10 3 9 1 5 2 CONNECT NEW 8" WATER MAIN AND NEW 8" SANITARY SEWER TO EXISTING SERVICES (SEE PP-8 FOR CONNECTION) 1 2 5 7 1 25 ' 25 ' 1 1 1 5 5 4 4 4 1 1 1 4 8 4 5 9 8 9 9 8 9 8 9 9 8 9 9 9 4 2 PLUG AND THRUST BLOCK 8" WATERLINE AT PROPERTY LINE CAP 8" SANITARY SEWER STUB AT PROPERTY LINE 65 9 . 4 8 ' 13 1 8 . 9 6 ' N0 0 ° 1 6 ' 1 6 " W 2 6 3 7 . 9 1 ' SE C T I O N L I N E ( B A S I S O F B E A R I N G ) 65 9 . 4 8 ' 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 2 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. (CLUBHOUSE) WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 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 ON SHEET D-2. 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"x4" TEE 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-4 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 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN ACCORDANCE WITH STANDARD DRAWING 16. 6" FIRE SERVICE LINE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 8' ASPHALT WALKING PATH 10' ASPHALT WALKING PATH (SEE SHEET D-1 DETAIL 6) 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. IF EXISTING STUB IS NOT 8" IT SHALL BE REQ'D TO TIE NEW LINE BACK TO THE EXISTING WATER MAIN. TREJO S T R E E T 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) INSTALL FIBER CONDUIT PER CITY OF REXBURG STANDARDS. COORDINATE DISTRIBUITION BOX LOCATION WITH CITY OF REXBURG BREAK AWAY BOLLARD 11 TRANSITION CURB LIP UP TO LIP DOWN. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. PIONEE R V I L L A G E LOT 1 B L O C K 1 WEST A T E S S U B D I V I S I O N N O . 1 LOT 4 B L O C K 2 WEST A T E S S U B D I V I S I O N N O . 1 LOT 3 B L O C K 2 TRANSITION FROM 8' WALKING PATH TO 10' ASPHALT WALKING PATH (SEE SHEET D-1 DETAIL 6) 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 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) 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 N00°16'05"W 604.86' (M) 605.00' (R)N89°47'52"E 599. 9 9 ' 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 ) GB GBGBGBGBGBGBGBGB G B GB GB GB GB F O F O F O F O F O F O F O F O F O 1 2 ' ' S D ) 12''SD)1 2 3 4 5 6 STORM POND 1(SNOW STORAGE AREA ) TOP: 4857.80 (16923 SQ F T ) CAPACITY TOP: 4857.20 (1440 8 S Q F T ) BTM: 4853.60 (2686 SQF T ) 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 . 2 2 T B C : 5 9 . 2 6 T B C : 5 9 . 5 5 T B C : 5 9 . 9 0 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 . 4 0 T B C : 6 1 . 4 5 T B C : 6 0 . 4 0 S T O R M P O N D 2 ( S N O W S T O R A G E A R E A ) T O P : 4 8 5 8 . 7 5 ( 4 5 4 0 S Q F T ) C A P A C I T Y T O P : 4 8 5 8 . 1 5 ( 3 8 4 4 S Q F T ) B T M : 4 8 5 5 . 1 5 ( 5 6 8 S Q F T ) T B C : 6 0 . 0 0 T B C : 5 9 . 8 5 T B C : 6 1 . 4 0 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 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: 6 0 . 4 8 TBC: 60.45 TBC: 59.14 TBC:58.90 TBC: 58.20 TBC/LP: 57.80TBC: 58.76TBC: 5 8 . 8 0 TBC: 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: 58.10TBC: 58.10 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: 59.62TBC: 59.66TBC: 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: 58.81TBC: 58.86TBC: 59.60 TBC: 58.70TBC: 59.00 TBC: 59.10 TBC: 59.88TBC: 60.00TBC/L P : 5 9 . 6 0 TBC: 58.40 TBC: 58.48TBC/LP: 57.80 TBC: 59.35TBC: 59.75TBC: 60.53TBC: 60.56TBC: 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: 58.20 S D M H # 3 A C B # 3 A T B C : 5 9 . 6 0 T B C : 6 1 . 8 5 T B C : 6 1 . 2 0 T B C : 6 1 . 3 6 T B C : 6 1 . 2 6 T B C : 6 0 . 9 0 T B C : 6 0 . 9 3 T B C : 6 0 . 7 7 T B C : 6 1 . 0 4 T B C : 5 9 . 8 5 T B C : 5 9 . 8 0 T B C : 6 0 . 1 0 T B C : 6 0 . 2 0 TBC: 58.20CB #1ITBC/HP: 4858.15 T B C : 6 1 . 5 5 T B C / H P : 4 8 6 0 . 5 1 T B C : 6 0 . 4 6 T B C : 5 9 . 1 4 T B C : 6 1 . 4 5 T B C : 5 9 . 7 4 BLDG FF:61.70 BLDG FF:62.10 B L D G F F : 6 2 . 8 0 B L D G F F : 6 1 . 7 0 BLDG FF:62.40 BLDG FF:61.30 B L D G F F : 6 2 . 2 0 B L D G F F : 6 2 . 7 0 B L D G F F : 6 3 . 0 0 C L U B H O U S E B L D G F F : 6 2 . 7 5 B L D G F F : 6 1 . 0 0 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:Tuesday, March 7 2023 at 02:02 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 0 9 5 3 S Q F T 2 4 9 0 3 3 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) P R O P O S E D L I P D O W N 1 8 " C U R B & G U T T E R P R O P O S E D L I P U P 1 8 " C U R B & G U T T E R 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:Tuesday, March 7 2023 at 02:02 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 1 Rev 12/9/2022DescriptionAreaStormRunoffStorm(ft2)(in)Coefficient(ft3)Storm Area 1273,93411.022,828Storm Area 270,95311.05,913Storm Area 349,03311.04,086Storm 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 2REV 12/9/2022DescriptionReq'd StormVolume(ft³)Drainage BedLength(ft)StorageProvided(ft³)NotesStorm Area 122,828NA25,796Storm PondStorm Area 25,913NA6,449Storm PondStorm Area 34,086ADS4,109ADS 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 R e v 1 / 1 1 / 2 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 0 , 9 5 3 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 5 , 9 1 3 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 ( C B G r a t e 4 8 5 6 . 6 0 Low P o i n t ) 4 8 5 6 . 6 0 1 4 , 4 0 8 2 5 , 6 4 1 Botto m P o n d 4 8 5 3 . 6 0 2 , 6 8 6 Mid P o i n t P o n d 4 8 5 5 . 1 0 8 , 5 4 7 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 ( C B G r a t e 4 8 5 8 . 1 5 Low P o i n t ) 4 8 5 8 . 1 5 3 , 8 4 4 6 , 6 1 8 Botto m P o n d 4 8 5 5 . 1 5 5 6 8 Mid P o i n t P o n d 4 8 5 6 . 6 5 2 , 2 0 6 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''SS UG P (8 ' ' S S 8' ' W 8' ' W 8' ' W W (8''SS 8''W 8''W (8''SS 8' ' W (8 ' ' S S (8 ' ' S S FO FO FO FO F O 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 78 9 98 CONNECT TO EX. SS STUB (FIELD VERIFY INV.) CONNECT TO EX. WATER MAIN STUB (FIELD VERIFY INV.) 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 38-LF OF 8" WATERLINE EX. 28-LF OF 8" PVC @ 0.40% 8" E INV IN=4851.65 8" N INV OUT=4851.55 SSMH #1 STA=1+11.06, 37.98' R RIM=4859.10 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 22-LF OF 8" WATERLINE 18 " M I N . SE P A R A T I O N 51-LF OF 8" PVC @ 0.40% CONNECT TO EXISTING 8" SS STUB AT PROPERTY LINE INV: 4851.35± (FIELD VERIFY) CONNECT TO EXISTING WATER MAIN INV: 4852.26± (FIELD VERIFY) UGP UGP UGP (8''SS W W ( 8 ' ' S S C1 UGP UGP UGP (8''SS W W ( 8 ' ' S S 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 ) FO FO FO FO FO FO F O 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: 59.30 TBC: 59.68 TBC: 59.74TBC: 59.52 TBC: 59.57 1 2 2 SSMH #2SSMH #1 3 51 4 77 2 2+10 0+00 1+00 2+00 CB #2 CB #1H STORM POND 2 4858.75 4858.15 4857.15 4856.15 4855.15 TBC: 59.27 TBC: 59.07 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+10 8" E INV IN=4851.65 8" N INV OUT=4851.55 SSMH #1 STA=0+64.32, 0.00' RIM=4859.10 8" SE INV IN=4852.19 8" W INV OUT=4852.09 SSMH #2 STA=1+74.47, 0.00' RIM=4858.60 110-LF OF 8" PVC @ 0.40% 38-LF OF 8" WATERLINE 79-LF O F 8 " W A T E R L I N E 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 N INV OUT=4855.15 CB #2 STA=1+99.80, 7.03' L RIM=4858.15 S INV OUT=4855.14 CB #1H STA=0+04.21, 0.40' L RIM=4858.14 T O E T O E T O E T O E T O E T O E T O E UG P UG P U G P W T O E T O E T O E T O E T O E T O E 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 4' ' S S 4' ' S S 4' ' S S 2' ' W S 2' ' W S 2' ' F S 2' ' F S 2' ' F S (12' ' S D G B G B G B 6' ' F S 6' ' F S 6' ' F S 2' ' W S 2' ' W S 6' ' S S 6' ' S S FO FO F O 1 2 ' ' S D ) 1 2 ' ' S D ) 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: 59.20 TBC: 59.28 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: 61.40 TBC: 61.45 TBC: 60.20 TBC: 60.10 CB #3A TBC: 59.90 TBC: 59.85 TBC/LP: 59.60 TBC: 60.40 2+40 TBC: 61.45 TBC: 61.40 5 5 STORM POND 2 4858.754858.15 4857.15 4856.154855.15 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+40 8" SE INV IN=4852.19 8" W INV OUT=4852.09 SSMH #2 STA=0+13.52, 5.50' L RIM=4858.60 196-LF OF 8" PVC @ 0.40% 8" SW INV IN=4853.07 8" NW INV OUT=4852.97 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 SW INV OUT=4856.10 CB #3A STA=2+33.51, 15.51' L GRATE=4859.10 INSTALL FH STA=1+85.76 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 3 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 . 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) NEW FIBER CONDUIT. COORDINATE WITH CITY OF REXBURG. DEVELOPMENT SIGN 2 9 3 DEVELOPMENT SIGN T O E T O E T O E T O E T O E UGP S30°08'18"W 959.91' T O E T O E T O E T O E T O E UGP 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'' W (8 ' ' S S (8 ' ' S S (8 ' ' S S 4 ' ' S S 4 ' ' S S 4 ' ' S S 2 ' ' W S 2 ' ' W S 2 ' ' F S 2 ' ' F S 2 ' ' F S GB GB G B G B G B G B G B G B 6' ' S S 6' ' S S 6' ' S S 6' ' F S 6' ' F S 2' ' W S 2' ' W S 6' ' S S 6' ' S S 6 ' ' F S 6 ' ' F S 6 ' ' F S 2 ' ' W S 2 ' ' W S 6 ' ' S S 6 ' ' S S 12''SD)12''SD) 6' ' F S 6' ' F S 2' ' W S 2' ' W S 6' ' F S 6' ' F S 6' ' F S 2' ' W S 2' ' W S ( 8 ' ' S S 6''SS 6''SS 6''SS 6''SS 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00SSMH #5SSMH #4SSMH #3 TBC: 60.40 TBC: 60.00 TBC: 59.85 TBC: 59.55 TBC: 61.40 TBC: 61.40 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: 61.54 TBC: 61.60 TBC: 61.60TBC: 61.00 WALK: 62.25 BLDG FF: 63.00 BLDG FF: 62.70 BLDG FF: 62.20 1 102 3 5 10 5 6 6 SDMH #3 CB #3 SDMH #4 SMDH #5 CB #4 CB #5 7 7 7 1 1 1 2 7 7 10 9 10 9 10 9 5 5 5 1 3 3 3 4 4 9 9 10 ' 8 TBC: 60.30 TBC: 60.20 TBC: 60.10 TBC: 59.80TBC/LP: 59.60 TBC: 59.85TBC: 59.90 CB #3A SDMH #3A TBC: 61.04 TBC: 61.20 TBC: 61.36 TBC: 61.85 TBC: 61.20 TBC: 60.93 TBC: 60.77 TBC: 60.90 TBC: 61.45 TBC: 61.45 TBC/HP: 4860.51 3 3 3 2 11 3 3 2 2 2 2 3 11 2 3 3 5 5 5 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=4853.07 8" NW INV OUT=4852.97 SSMH #3 STA=0+09.62, 5.50' L RIM=4859.40 220-LF OF 8" PVC @ 0.40% 8" NE INV OUT=4854.93 SSMH #5 STA=4+50.07, 5.50' L RIM=4860.00 273-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=4854.05 8" NE INV OUT=4853.95 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) STA=0+41.04 EL=4860.45 ST A = 2 + 1 4 . 6 7 EL = 4 8 5 9 . 7 1 STA=4+00 EL=4860.33 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 SW INV OUT=4856.10 CB #3A STA=0+06.18, 31.51' L GRATE=4859.10 95-LF OF 12" PVC @ 0.22% 12" NE INV IN=4855.89 24" SW INV OUT=4854.09 SDMH #3A STA=1+00.44, 24.27' L RIM=4859.60 5-LF OF 24" PVC @ 0.22% IN S T A L L F H ST A = 6 + 7 2 . 5 5 INSTALL FH STA=3+99.23 INSTALL FH STA=0+27.32 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 3 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) 11 ' P A T H W A Y E A S E M E N T 8' A S P H A L T P A T H W A Y 10 ' A S P H A L T P A T H W A Y 8''W 8''W 8''W 8 ' ' W 8' ' W ( 8 ' ' S S GB GB GB 12''SD) 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 9 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 TBC: 59.14 2 3 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 INSTALL FH STA=1+79.25 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S N89°47'52"E 599.99' 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S ( 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) 6' ' S S 6' ' S S 2' ' W S 2' ' W S 6' ' F S 6' ' F S 12 ' ' S D ) G B G B G B G B G B 8 ' ' S S ) 8 ' ' S S ) (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 6' ' S S 6' ' S S 2' ' W S 2' ' W S 6' ' F S 6' ' F S 2' ' W S 2' ' W S 2' ' W S 6' ' F S 6' ' F S 6' ' F S 1 2 ' ' S D ) 6+500+00 1+00 2+00 3+00 4+00 5+00 6+00 SSMH #14SSMH #13 CB # 1G SDMH #1B SDMH #1A SDMH #1C CB #1A CB #1B STORM POND 1 (SNOW STORAGE) TOP=4857.80 (16923 SQFT) CAPACITY TOP: 4857.60 (14408 SQFT) BTM=4853.60 (2686 SQFT) TBC: 59.70 TBC: 59.90 TBC: 60.70 TBC: 61.10TBC: 60.51 TBC: 60.43 TBC: 59.14 TBC: 58.90 TBC: 58.90 TBC: 58.20 TBC/LP: 57.80 TBC: 58.74 TBC: 58.83 TBC: 59.34 TBC: 59.75 TBC: 59.50 TBC: 58.50 TBC: 57.90 TBC: 58.10 TBC: 58.48 TBC: 58.84 TBC: 57.80 TBC: 60.10 TBC: 61.30 TBC: 58.90 1 1 2 2 3 3 4 4 5 6 7 9 89 23 7 BLDG FF: 61.70 BLDG FF: 62.10 BLDG FF: 62.80 BLDG FF: 63.00 4857.804857.60 3 9 3 3 1 7 1 2 10 9 10 9 7 1 55 310 9 TBC: 58.20 CB #1I 5 5 5 4856.60 4855.60 4854.60 2 2 3 11 3 3 2 2 3 1 5 4853.60 4857.804857.604856.60 4855.60 4854.60 4853.60 9 8 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+50 12" S INV IN=4853.05 12" NW INV IN=4854.56 12" E INV OUT=4852.95 SDMH #1B STA=0+35.53, 9.00' L RIM=4858.00 76-LF OF 12" PVC @ 0.22% 12" W INV IN=4852.78 12" N INV OUT=4852.68 SDMH #1A STA=1+11.80, 9.00' L RIM=4857.70 S INV IN=4852.63 NE INV OUT=4852.54 CB #1A STA=1+11.80, 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 IN=4854.54 8" S INV OUT=4854.44 SSMH #13 STA=2+48.10, 3.00' L RIM=4858.50 25-LF OF 8" WATERLINE 23-LF OF 8" WATERLINE193-LF OF 8" WATERLINE 18 " M I N . 8" W INV OUT=4855.58 SSMH #14 STA=5+08.46, 3.00' L RIM=4859.50 STA=0+65.92 EL=4858.51 ST A = 1 + 0 9 . 5 3 EL = 4 8 5 8 . 1 3 ST A = 5 + 7 1 . 1 4 EL = 4 8 5 9 . 9 4 LIP @ CL STA=6+36.24 EL=4860.06 TBC @ CL STA=6+38.59 EL=4860.63 EXISTING GROUND GRADE AT ALIGNMENT CL 6" M I N . B U R Y INSTALL FH STA=6+19.42 IN S T A L L F H ST A = 0 + 7 0 . 1 7 SE INV OUT=4854.70 CB #1I STA=0+03.70, 61.82' L RIM=4857.70 62-LF OF 12" PVC @ 0.22% 149-LF OF 8" WATERLINE 199-LF OF 8" WATERLINE INSTALL FH STA=4+12.29 260-LF OF 8" PVC @ 0.40% 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 3 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS48 5 8 . 4 8 LI PN00°16'05"W 604.86' (M) 605.00' (R)6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS48 5 8 . 4 8 LI P (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' ' 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 GB GB GB GB GB GB 12''S D ) 8 ' ' W 8 ' ' S S ) (8 ' ' S S (8 ' ' S S TBC: 59.50 TBC: 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/HP: 58.60 TBC: 58.48 TBC: 58.40 TBC: 57.80 TBC/LP: 57.70 TBC: 58.10 TBC: 58.10 TBC/LP: 57.80 TBC: 59.35 TBC: 59.35TBC: 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 BLDG FF: 61.70 BLDG FF: 61.30 1+000+00 TBC: 58.20CB #1I TBC/HP: 58.15 0+00 1+00 2+00 3+00 4+00 5+00 5+30 1 2 3 2 5 6 7 7 7 9 91 7 2 4 45 1 5 102 11 3 3 2 2 3 3 2 3 3 7 4 9 1 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 5+30 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" NW INV IN=4854.56 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 IN S T A L L F H ST A = 0 + 3 6 . 8 1 IN S T A L L F H ST A = 2 + 5 5 . 6 1 IN S T A L L F H ST A = 4 + 7 4 . 6 3 SE INV OUT=4854.10 CB #6B STA=5+03.61, 31.52' R GRATE=4857.10 33-LF OF 12" PVC @ 0.22% 12" NW INV IN=4854.03 12" SW INV IN=4854.18 24" E INV OUT=4852.41 SDMH #6 STA=5+17.92, 1.28' R RIM=4857.40 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=2+74.30, 40.26' L RIM=4859.00 80-LF OF 12" PVC @ 0.22% S INV OUT=4855.80 CB #1D STA=1+94.27, 40.26' L RIM=4858.80 NE INV OUT=4854.20 CB #6A STA=5+25.31, 8.37' R GRATE=4857.20 INSTALL STORM INFILTRATION SYSTEM 93'L x 16'W SC-740 ADS STORM TECH CHAMBER SYSTEM (SEE TABLE 4 SHEET C-4) 8"x8" TEE STA=4+87.41, 8.00' L 4850 4852 4854 4856 4858 4860 4850 4852 4854 4856 4858 4860 0+00 1+00 SE INV OUT=4854.70 CB #1I STA=0+21.50, 10.75' R GRATE=4857.70 62-LF OF 12" PVC @ 0.22% 12" S INV IN=4853.05 12" NW INV IN=4854.56 12" E INV OUT=4852.95 SDMH #1B STA=0+74.32, 21.08' L RIM=4858.00 63-LF OF 12" PVC @ 0.22% EXISTING GRADE GRADE @ ALIGNMENT CL 6''PS 6''PS 6''PS6''PS 6''PS 6''PS (12''SD 8''W 8' ' W 12 ' ' S D ) G B G B 12''S D ) SDMH #1B 1+000+00 CB #1I 2 6 7 1 2 TBC: 58.90 TBC: 58.10TBC: 58.90 TBC: 58.90 TBC: 57.90 TBC: 57.80 TBC: 59.14 TBC: 58.90 TBC: 58.20 2 11 3 3 2 0+00 7 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 4 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 ALIGNMENT "1A" 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) W E SN 030'30'15' SCALE: 1" = 30' EG EG E G EG EG E G 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 8' ' W 8' ' W 8' ' W GB GB GB GB GB GB GB GB GB GB G B G B 8''SS)8''SS)8''SS)8''SS)8''SS) (8 ' ' S S (8 ' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S 6' ' S S 8''SS)8''SS)8''SS)8''SS)8''SS) (8 ' ' S S (8 ' ' S S (8 ' ' S S 6' ' S S 6' ' S S (8''SS 8''W BLDG FF: 61.70 15 ' 15 ' TBC: 60.12 TBC: 58.37 TBC: 60.07 OIL: 60.90 SSMH #12 SSMH #13 SDMH #1F 2+ 0 0 2+ 0 0 3+ 0 0 5+600+00 1+00 2+00 3+00 4+00 5+00 2 9 STORM POND 1 1 3 1 1 3 39 30 ' TBC: 59.32 TBC: 60.32 BLDG FF: 62.10 BLDG FF: 62.40 BLDG FF: 61.30 2 SSMH #10 9 3 2 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 5+60 8" N INV IN=4853.47 8" S INV OUT=4853.37 SSMH #12 STA=2+75.51, 0.00' RIM=4860.208" E INV IN=4854.54 8" S INV OUT=4854.44 SSMH #13 STA=0+32.38, 0.00' RIM=4858.50 8" WATER CROSSING (SEE ALIGNMENT J FOR CROSSING INFO SHEET PP-6) 12" STORM CROSSING 18 " M I N . 18 " M I N . 8" WATER CROSSING (SEE ALIGNMENT I FOR CROSSING INFO SHEET PP-6) TBC @ CL STA=0+03.50 EL=4858.37 LIP @ CL STA=0+05 EL=4857.95 ST A = 2 + 5 6 . 9 8 EL = 4 8 6 0 . 5 6 TBC @ CL STA=0+67.27 EL=4860.12 TBC @ CL STA=2+12.48 EL=4860.07 LIP @ CL STA=0+65.73 EL=4859.54 LIP @ CL STA=2+13.98 EL=4859.66 EXISTING GRADE GRADE @ ALIGNMENT CL 18 " M I N . 8" N INV IN=4852.40 8" E INV IN=4852.40 8" S INV IN=4852.40 8" W INV OUT=4852.30 SSMH #10 STA=5+18.63, 0.00' RIM=4858.70 243-LF OF 8" PVC @ 0.40% 243-LF OF 8" PVC @ 0.40% TBC @ CL STA=3+36.53 EL=4859.32 TBC @ CL STA=4+81.73 EL=4860.32 TBC @ CL STA=5+45.52 EL=4858.69 LIP @ CL STA=3+35.03 EL=4858.92 LIP @ CL STA=4+83.23 EL=4859.74 LIP @ CL STA=5+44.02 EL=4858.28 8" WATER CROSSING (SEE ALIGNMENT K FOR CROSSING INFO SHEET PP-7) 18 " M I N . 37-LF OF 8" PVC @ 0.40% CAP AT PROPERTY LINE INV= 4852.55 5-LF OF 8" WATERLINE 17-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 22-LF OF 8" WATERLINE PLUG AND THRUST BLOCK AT PROPERTY LINE INV= 4851.59 18 " M I N . 030'30'15' SCALE: 1" = 30' 11 PP - 5 AL I G N B 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 . 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 4 P M 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 SN ALIGNMENT "B" 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) PLUG AND THRUST BLOCK 8" WATERLINE AT PROPERTY LINE CAP 8" SANITARY SEWER STUB AT PROPERTY LINE 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=4859.00 176-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 IN=4853.47 8" S INV OUT=4853.37 SSMH #12 STA=2+43.61, 29.51' L RIM=4860.20 6' M I N . B U R Y INSTALL FH STA=0+58.53 18 " M I N . 5-LF OF 8" WATERLINE 20-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 50-LF OF 8" WATERLINE 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 INSTALL FH STA=0+40.53 INSTALL FH STA=2+90.50 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S ( 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 ( 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 GB GB G B G B G B G B 8 ' ' S S ) 8 ' ' S S ) 6''FS 6''FS2''FS 2''FS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 8 ' ' S S ) 8 ' ' S S ) BLDG FF: 60.30 TBC/LP: 59.40 TBC: 59.70 TBC: 59.60 TBC: 59.68 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 #1F SSMH #12 TBC: 58.90 TBC: 59.20 TBC/LP: 58.70 TBC: 58.79 TBC: 58.88 TBC: 59.60 TBC: 58.70 TBC: 59.00 3+000+00 1+00 2+00 3+00 3+40 0+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 2 2 2 3 4 6 9 9 9 BLDG FF: 62.40 BLDG FF: 61.70 BLDG FF: 62.10BLDG FF: 61.70 4 4 3 1 4 2 5 15 4 7 7 9 10 11 3 11 2 TBC: 60.24 TBC: 60.04 ALIGNMENT "J" W E S N 12 PP - 6 AL I G N M E N T 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 6 a l i g n 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 4 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' 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P S S89°47'35"W 590.00' (M) 596.00' (R) 6 ' ' P S 6 ' ' P S 6 ' ' P S 6 ' ' P 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 12'' S D ) GB GB G B G B G B G B G B G B G B 6 ' ' F S 6 ' ' F S 2 ' ' W S 2 ' ' W S 6 ' ' F S 6 ' ' F S 2 ' ' W S 2 ' ' W S 6'' F S 6'' F S 6'' F S 2'' W S 2'' W S 8 ' ' W 8 ' ' S S ) 8 ' ' S S ) 8 ' ' S S ) 8 ' ' S S ) (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 6''SS 6''SS 6 ' ' S S 6 ' ' S S 6 ' ' S S 6 ' ' S S ( 8 ' ' S S 8 ' ' W SSMH #11 5+700+00 1+00 2+00 3+00 4+00 5+00 BLDG FF: 60.30 BLDG FF: 62.40 BLDG FF: 62.20 TBC: 57.80 TBC: 58.40 TBC: 58.48 TBC/LP: 57.70 TBC: 58.10 TBC: 58.10 TBC/LP: 57.80 TBC: 59.35 TBC: 59.75 TBC: 59.35 TBC: 60.51 TBC: 60.58 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: 60.00TBC: 58.60 TBC: 58.50 TBC: 58.20 25 ' MI N . SMDH #5 CB #5 SDMH #6 CB #6A CB #6B 1 2 32 10 10 6 7 1 2 5 10 9 7 5 25 ' MI N . 24 . 7 5 ' 26' 26' 7 7 9 4 5 6 3 2 2 3 3 2 32 10 9 TBC/HP: 58.15 2 33 11 2 3 5 7 SSMH #9 SSMH #10 3 3 3 1 5 2 1 1 1 9 4 2 PLUG AND THRUST BLOCK 8" WATERLINE AT PROPERTY LINE CAP 8" SANITARY SEWER STUB AT PROPERTY LINE 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 5+70 5-LF OF 8" WATERLINE 13-LF OF 8" WATERLINE 53-LF OF 8" WATERLINE NW INV OUT=4854.60 CB #5 STA=5+04.05, 30.89' R RIM=4857.60 12" SE INV IN=4854.58 24" W INV OUT=4852.98 SMDH #5 STA=4+96.91, 23.50' R RIM=4857.70 SE INV OUT=4854.10 CB #6B STA=0+02.98, 9.19' R GRATE=4857.10 NE INV OUT=4854.20 CB #6A STA=0+26.13, 30.89' R GRATE=4857.20 10-LF OF 12" PVC @ 0.22% 12" NW INV IN=4854.03 12" SW INV IN=4854.18 24" E INV OUT=4852.41 SDMH #6 STA=0+33.22, 23.50' R RIM=4857.40 5-LF OF 24" PVC @ 0.22%165-LF OF 8" WATERLINE 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 5-LF OF 24" PVC @ 0.22% 10-LF OF 12" PVC @ 0.22% INSTALL FH STA=0+60.25 INSTALL FH STA=5+47.67 INSTALL FH STA=2+23.01 5-LF OF 8" WATERLINE 13-LF OF 8" WATERLINE 33-LF OF 12" PVC @ 0.22% 5-LF OF 8" WATERLINE 26-LF OF 8" WATERLINE 18 " MI N . 8" E INV IN=4851.48 8" SW INV OUT=4851.38 SSMH #9 STA=0+33.35, 5.00' R RIM=4857.80 8" N INV IN=4852.40 8" E INV IN=4852.40 8" S INV IN=4852.40 8" W INV OUT=4852.30 SSMH #10 STA=2+38.08, 5.00' R RIM=4858.70 8" W INV OUT=4853.27 SSMH #11 STA=4+56.59, 5.00' R RIM=4858.50 6-LF OF 8" WATERLINE 70-LF OF 8" PVC @ 0.40% 205-LF OF 8" PVC @ 0.40% 219-LF OF 8" PVC @ 0.40% 18 " M I N . MAINTAIN 18" VERTICAL SEPARATION POTABLE & NON-POTABLE WATER. 10' EACH SIDE OF NON-POTABLE WATER LINE. (4) 45° ELBOWS 163-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 20-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 82-LF OF 8" WATERLINE 8"x8"x6" TEE W/ 45° ELBOW 8"x8" TEE W/ 45° ELBOW W E S N 030'30'15' SCALE: 1" = 30' 13 PP - 7 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 5 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 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) SEE SOUTHWEST SERVICE CONNECTION PLAN & PROFILE (SHEET PP-8) 6 ' ' P S 6 ' ' P S 6 ' ' P S W W W W S S S S S S S S SD SD SD SD SD SD 6 ' ' P S 6 ' ' P S 6 ' ' P S W W W W S S S S S S S S SD SD SD SD SD SD SS 8 ' ' S S ) (8''SS (8''SS 0+00 1+00 1+20 SSMH #7 SSMH #6 (DOGHOUSE MH) 1 1 EX. SSMH EX. SSMH 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS W W S D S D S D 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS W W S D S D S D 12 ' ' S D ) 8 ' ' W 8''W 8''W 8 ' ' S S ) 8''SS)8''SS)8''SS) (8 ' ' S S (8 ' ' S S 2+000+00 1+00 7 7 7 1 1 SSMH #9 SSMH #8 SSMH #7 1 0 ' 5 ' 15' 1 9 . 5 ' ± 1 1 . 6 ± 4848 4850 4852 4854 4856 4858 4860 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 18 " M I N . EX. 12" S.D. CROSSING SW INV OUT=4853.84 EX CB #1 STA=1+07.93, 10.95' L RIM=4857.29 10-LF OF 8" WATERLINE 18-LF OF 8" WATERLINE CONNECT NEW 8" WATER MAIN TO EXISTING 8" WATER MAIN BEFORE HYDRANT VALVE. (FIELD VERIFY DEPTH AND CONNECTION LOCATION) 6' M I N . B U R Y EX. 6" PRESSURE SEWER EXISTING FH STA=1+43.98 8" N INV IN=4850.34 8" W INV OUT=4850.24 SSMH #7 STA=1+79.55, 5.00' L RIM=4858.85± (MATCH EXISTING ASPHALT) 8" NE INV IN=4851.10 8" S INV OUT=4851.00 SSMH #8 STA=0+15.85, 5.00' L RIM=4858.46± (MATCH EXISTING ASPHALT) 164-LF OF 8" PVC @ 0.40% 111-LF OF 8" WATERLINE 12-LF OF 8" WATERLINE 70-LF OF 8" PVC @ 0.40% 6''P S 6''P S 6''P S 6''P S 6''P S 6''P S 6''P S 6''P S 8''W 8''W 8 ' ' W 8 ' ' W 1 2 ' ' S D ) G B G B 8''W 8''W 8''SS) ( 8 ' ' S S ( 8 ' ' S S 8''S S ) 8''S S ) TBC: 57.80 TBC: 58.40 TBC: 58.48 TBC/LP: 57.70 TBC: 58.10 TBC: 58.10 TBC/LP: 57.80 TBC: 59.35 TBC: 59.35 SDMH #6 CB #6A CB #6B TBC/HP: 58.15 7' 1+20 0+00 1+00 WATERLINE ENCASEMENT (12" C900 PRESSURE PIPE) 1 0 ' 10 ' 2 3 5 5 7 9 10 1 1 1 2 4 7 7 SSMH #9 SSMH #8 4846 4848 4850 4852 4854 4856 4858 4860 4862 4846 4848 4850 4852 4854 4856 4858 4860 4862 0+00 1+00 1+20 EX. 6" PRESSURE SEWER CROSSING (FIELD VERIFY DEPTH & LOCATION) 18 " M I N . 18 " M I N . (S T O R M C R O S S I N G ) 33-LF OF 12" PVC @ 0.22% SE INV OUT=4854.10 CB #6B STA=0+45.96, 11.68' R GRATE=4857.10 12" NW INV IN=4854.03 12" SW INV IN=4854.18 24" E INV OUT=4852.41 SDMH #6 STA=0+32.43, 18.92' L RIM=4857.40 5-LF OF 8" WATERLINE 13-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE 26-LF OF 8" WATERLINE 20' TO BE ENCASED WITH 12" C-900 PRESSURE PIPE 5-LF OF 8" WATERLINE 20-LF OF 8" WATERLINE 5-LF OF 8" WATERLINE NOTE: SEWER LINE NOT SHOWN FOR CLARITY OF WATER CROSSING 7-LF OF 8" WATERLINE 111-LF OF 8" WATERLINE 4846 4848 4850 4852 4854 4856 4858 4860 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 1+20 8" N INV IN=4849.76 8" E INV IN=4849.86 8" S INV OUT=4849.76 SSMH #6 (DOGHOUSE MH) STA=0+11.28, 0.00' L RIM=4857.80± (MATCH EXISTING ASPHALT) 8" N INV IN=4850.34 8" W INV OUT=4850.24 SSMH #7 STA=1+05.57, 0.00' RIM=4858.85± (MATCH EXISTING ASPHALT) (EX.) (EX.) 94-LF OF 8" PVC @ 0.40% EXISTING 6" PRESSURE SEWER EXISTING GRADE W E S N 030'30'15' SCALE: 1" = 30' 14 PP - 8 SO U T H W E S T S E R V I C E C O N N E C T I O N S 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 8 s w s e r v i c e c o n n e c t i o n s . 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 : Tu e s d a y , M a r c h 7 2 0 2 3 a t 0 2 : 0 5 P M 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. WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1. 2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS. 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 ON SHEET D-2. 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-4 FOR SYSTEM SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1. TRANSITION CURB LIP UP TO LIP DOWN. NOT USED 6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3 NOT USED NOT USED NOT USED 4 5 6 11 2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BE INSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW ARCHITECTURAL PLANS. NOT USED NOT USED 4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PER JRW ARCHITECTURAL PLANS. 4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. (CLUBHOUSE) W E SN 030'30'15' SCALE: 1" = 30' ALIGNMENT "SOUTHWEST SERVICE CONNECTION (2)" SAW-CUT EX. ASPHALT FOR WATERLINE CONNECTION TO EX. WATERMAIN & REPAIR PER REXBURG STANDARDSPRESERVE & PROTECT EX. CURB & GUTTER PRESERVE & PROTECT EX. CURB & GUTTER EXISTING BUILDING CONNECT TO EXISTING 8" WATER MAIN & THRUST BLOCK PER REXBURG STANDARDS (FIELD VERIFY CONNECTION LOCATION & DEPTH) 18-LF OF 8" WATERLINE PRESERVE & PROTECT EX. VALVE & HYDRANT W E S N 030'30'15' SCALE: 1" = 30' 70-LF OF 8" PVC @ 0.40% SAW-CUT EX. ASPHALT FOR SERVICE CONNECTIONS TO EX. WATERMAIN & SEWER. REPAIR ASPHALT PER REXBURG STANDARDS SAW-CUT EX. ASPHALT FOR SERVICE CONNECTIONS TO EX. WATERMAIN & SEWER. REPAIR ASPHALT PER REXBURG STANDARDS PRESERVE & PROTECT EX. CURB & GUTTER PRESERVE & PROTECT EX. VALVE & HYDRANT CONNECT TO EXISTING 8" SEWER LINE WITH DOGHOUSE MH (FIELD VERIFY CONNECTION POINT & DEPTH) PRESERVE & PROTECT EX. CURB & GUTTER 70-LF OF 8" PVC @ 0.40% 15 ' P . U . E . ALIGNMENT "SOUTHWEST SERVICE CONNECTION (1)"ALIGNMENT "SOUTHWEST SERVICE CONNECTION (3)" SAW-CUT EX. ASPHALT FOR SERVICE CONNECTIONS TO EX. WATERMAIN & SEWER. REPAIR ASPHALT PER REXBURG STANDARDS 50' P.U.E. P.U.E. P.U.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 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 6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS 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 . 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) 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 70'ROWN00°16'05"W 604.86' (M) 605.00' (R)N89°47'52"E 599.99' 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 6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS6''PS (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 ) GB GBGBGBGBGBGBGBGB G B GB GB GB GB F O F O F O F O F O F O F O F O F O 1 2 ' ' S D ) 12''SD)File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 swppp.dwgPlotted By:russellDate Plotted:Tuesday, March 7 2023 at 02:05 PM W E S N 0 40' 4 0 ' 2 0 ' S C A L E : 1 " = 4 0 ' 14 SWPPP STORM 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 AND CONTAINMENTBEFORE 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:Tuesday, March 7 2023 at 02:05 PM 15 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 N O T T O S C A L E M U L T I - U S E A S P H A L T P A T H W A Y S E C T I O N 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 2 " T H I C K A S P H A L T P A V I N G T O P C O U R S E H A N D T A M P E D G E S S T R A I G H T C O N T I N U E B A S E C O U R S E S 6 " B E Y O N D E D G E O F A S P H A L T 4 " T H I C K - 3 / 4 " M I N U S G R A V E L , T Y P E B B A S E C O U R S E 8 ' T O 1 0 ' File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 details.dwgPlotted By:russellDate Plotted:Tuesday, March 7 2023 at 02:05 PM 16 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 STOR M T E C H SC-74 0 C H A M B E R INFIL T R A T O R PRECAS T S O L I D FLOOR A N D L O W E R MH SEC T I O N 1.2' 12"Ø P V C TO INF I L T R A T O R INFILTRATOR 12" T O 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 T O WALL W/ SS S T R A P AND HARDW A R E . TYP.12" OPENING W I T H FLEXIBLE SEA L , T Y P . 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 CLCL10"GRATE9"INLETBOX12"18" LIP UP CURB & GUTTERPLASTIC PIPE REBAR SCHEDULEMARKLOCATIONSIZELENGTHQUANTITYC3CURB AND BOX42'-0"4NOT TO SCALE STORM D R A I N S E C T I O N 4NOT TO S C A L E CRO S S S E C T I O N S O F D R A I N 5NOT TO SCALE THRUST BLOCKING DETAILS3 NOT TO SCALE NOT USED2 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 BB/3MIN.ATEEBEND/ELBOW REDUCER22а BEND REDUCERS &1'-9"2'-5"3'-2"4'-0"4'-8"6'-6"DIMENSION FOR THRUST BLOCKING14"6"10"12"8"FITTINGSIZES4"1'-11"2'-6"3'-3"3'-10"3'-10"5'-5"2'-0"3'-4"4'-0"2'-8"TEES & PLUGS1'-2"A1'-7"B1'-8"1'-10"45° BEND & WYES2'-5"3'-0"4'-9"3'-8"2'-2"3'-10"4'-11"4'-8"3'-0"B1'-6"90° BENDAA1'-7"2'-1"2'-9"3'-5"3'-3"3'-5"1'-9"1'-9"2'-2"2'-7"0'-10"BA1'-7"2'-5"0'-10"1'-11"2'-3"1'-6"0'-6"BNOTES:1.WRAP ALL FITTINGS W/ 8 MIL POLYETHYLENE ENCASEMENT TO PREVENT CONCRETE FROM ADHERINGTO THE FITTINGS.2.THRUST BLOCKING CONCRETE TO BE MINIMUM 3000 PSI MIX.3.ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES.4.PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES.