The URL can be used to link to this page

Home My WebLink AboutCS 3 - 25163 Juniper Commons SP_11-13-25 (2)JUNIPER COMMONS PHASE 1 & 2 PROJECT No. 25163 CADEN FUHRIMAN 1331 FREMONT AVE, IDAHO FALLS 208-542-2665 AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M., MADISON COUNTY, IDAHO SHEET NO. PROPERTY LEGAL DESCRIPTION PHONE FILE NO. SCALE:of NAME ADDRESS ZIP DATE PLOTTED: REVIEW NO.: DRAWN BY: CHECKED BY: 83402 NOTES Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 c o v e r . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 7 P M Designed By: AGLE ROCK NGINEERING CIVIL PLANNING SURVEYING IDAHO FALLS (208) 542-2665 E REXBURG (208) 359-2665 25163 N/A R. JORDAN C. FUHRIMAN 11/13/25 ---- 1 25 IDAHO FALLS REXBURG BLACKFOOT CHUBBUCK TWIN FALLS SUN VALLEY CASCADE McCALL BOISE MOSCOW COUER d' ALENE RUPERT SALMON AMMON ST.ANTHONY ISLAND PARK POCATELLO MOUNTAIN HOME RIGBY IONA SHELLEY PROJ E C T W 7TH S C O R N E L I S O N A V E SITE PLAN FOR: SITE PLAN CONTACT PERSON SITE PLAN NAME AND ADDRESS VICINITY MAP 1.ANY CHANGES TO THIS SITE PLAN SHALL BE SUBMITTED TO THE CITY OF REXBURG PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION. 2.FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY/COUNTY WITHHOLDING BUILDING PERMITS, CERTIFICATES OF OCCUPANCY, WATER OR ELECTRICAL SERVICE. 3.A RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FROM THE MADISON COUNTY PUBLIC WORKS DEPARTMENT FOR ANY WORK IN A PUBLIC RIGHT-OF-WAY NOT INCLUDED IN THE SCOPE OF THESE IMPROVEMENT DRAWINGS. 4.A LICENSED IDAHO PROFESSIONAL ENGINEER SHALL INSPECT, CERTIFY TO COUNTY STANDARDS, AND PREPARE "AS-BUILT" DRAWINGS FOR ALL ROAD WATER, SANITARY SEWER AND STORM SEWER MAIN LINES. 5.ALL WATER SERVICE LINES LESS THAN FOUR (4) INCHES AND SANITARY SERVICE LINES LESS THAN EIGHT (8) INCHES SHALL BE INSPECTED BY SERVICE PROVIDERS PRIOR TO BACKFILLING. 6.ALL NEW CONSTRUCTION SHALL INCLUDE INSTALLATION OF A METER PIT PER FALLS WATER STANDARDS TO CAPTURE BOTH DOMESTIC AND LANDSCAPE IRRIGATION USES. COMMERCIAL BUILDINGS, WHERE POSSIBLE, SHALL BE PLUMBED FOR A METER INSIDE OF BUILDING. CONTACT THE WATER DEPARTMENT TO DETERMINE IF A METER IS REQUIRED AND FOR ANY ADDITIONAL INFORMATION. 7.ALL ELECTRICAL FACILITIES, INCLUDING NEW SERVICES OR THE RELOCATING OF EXISTING, SHALL BE IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. THE DEVELOPER MUST SUBMIT TWO (2) COPIES OF THESE PLANS DIRECTLY TO ROCKY MOUNTAIN POWER FOR THE DESIGN AND/OR APPROVAL OF ELECTRIC SERVICE. CONTACT ROCKY MOUNTAIN POWER PRIOR TO CONSTRUCTION OF ELECTRICAL FACILITIES. City of Rexburg, Madison County, Idaho APPROVED BY: ROCKY MOUNTAIN POWER APPROVED BY: LUMEN APPROVED BY: INTERMOUNTAIN GAS P I O N E E R R D S Y E L L O W S T O N E H W Y C A S P E R A V E PROJECT LOCATION 11/13/25 GIDUOYEROFEB LL A C DIG LINE 1-800-342-1585 ELECTRICAL NOTES: 1.ALL TRAFFIC SIGNAGE SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC 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 BE ALLOWED. 3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND AND LEGEND SHALL BE REFLECTIVE STANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL HAVE A BLUE BACKGROUND. 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 BE USED. 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 ARE OFFICIALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG. SIGNAGE NOTES: GENERAL NOTES: 1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. 2.DEVELOPER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND MISCELLANEOUS ELECTRICAL FACILITIES. 3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S MARKING AND STRENGTH RATING REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL ELBOWS SWEEP RADII SHALL BE 36”, 48” OR 60” DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN. 4.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER. 5.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT TO EXCEED 60”) AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT. 6.THE ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES. 7.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION. 8.THE DEVELOPER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER. 9.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. 10.SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL LAYOUT AND INSTALLATION DETAILS. IN THE EVENT THE FIBER OPTIC UTILITY ELECTS TO USE THE SAME TRENCH, THEY MUST MEET NESC UNDERGROUND UTILITY CLEARANCES. 11.A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FRONTAGES FOR THE USE OF PUBLIC UTILITIES WITHIN THIS SUBDIVISION. NO PERMANENT STRUCTURES, SIDEWALKS, AND DRIVEWAYS SHALL BE CONSTRUCTED OVER SAID EASEMENT (OTHER THAN CROSSINGS) IN ORDER FOR THE UTILITY COMPANIES TO MAINTAIN. FIRE DEPARTMENT NOTES: 1.TURNING RADIUS (CUL-DE-SACS/HAMMERHEADS) SHALL MEET IFC D103.4. DEAD ENDS SHALL REQUIRE A 96' DIAMETER CUL-DE-SAC FOR TURNING EMERGENCY VEHICLES. THE CUL-DE-SAC DESIGN FOR THIS SUBDIVISION IS DESIGNED WITH A 98' DIAMETER TURNAROUND FROM BACK OF CURBS (96' TURNING WIDTH). 2.FIRE CODE SIGNAGE SHALL BE DETERMINED BY THE FIRE CODE OFFICIAL. WHEN REQUIRED, SIGNS MEETING IFC D103.6 SHALL BE INSTALLED (REQUIRED UPON OFFICIAL OR WHEN STREETS COMING INTO DEAD ENDS ARE LESS THAN 26' IN WIDTH AND THE TURNING RADIUS DOES NOT MEET 96' DIAMETER). 1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURG STANDARD 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 CONFLICT THE 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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR 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 ADDITIONAL MATERIAL 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, COMPACTION AND DUST CONTROL MEASURES. 8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTH WHILE 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 DEMOLITION WORK PRIOR TO BIDDING. 10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED AND MAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTED AND CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITY ENGINEER. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDING PERMITS, 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 BE FIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEEN CONSTRUCTED TO SUBGRADE AND SIDE SLOPES HAVE BEEN COMPLETED. 13.ALL FRONTAGE PUBLIC UTILITY EASEMENTS (PUE) SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE. 14.LUMEN/CENTURY LINK/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS (CONTRACTOR SHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTION STAKING OF POWER SHALL BE CONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZE MEETING ROCKY MOUNTAIN POWER DESIGN PRIOR TO CONSTRUCTION. 15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURAL GAS MUST BE IN A SEPARATE TRENCH. 16.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH. 17.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION. WATER NOTES: 1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION 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 SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT APPROXIMATELY 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 ALL EXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICES REQUIRED. 8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATE OF IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR AND MOUNTED 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 SHALL INCLUDE ALL APPURTENANCES (IF APPLICABLE). 10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATER SERVICES. 11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWA STANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING AND DISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA STANDARDS REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA. STORM SEWER NOTES: 1.ALL STORM SEWER SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS. 2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407, CROSS AT APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS, AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION. 3.STORM DRAIN PIPE SHALL MEET ONE OF THE FOLLOWING: PVC SDR 26 MEETING THE REQUIREMENTS OF ASTM D 3034 FOR DIAMETERS 18” OR LESS, ASTM F 679 FOR DIAMETERS 18” OR GREATER, PVC RIBBED PIPE MEETING THE REQUIREMENTS OF ASTM F 794 MEETING THE CURRENT CITY OF REXBURG STANDARD SPECIFICATIONS AND DRAWINGS. 4.CONTRACTOR SHALL PERFORM TESTING AND CLEANING OF SEWER MAINS MEETING CITY STANDARDS. SANITARY SEWER NOTES: 1.ALL SEWER MAIN SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTMD3034 AND SERVICE SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS. 2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407, CROSS AT APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS, AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION. 3.CONTRACTOR SHALL PERFORM TESTING AND CLEANING OF SEWER MAINS MEETING CITY STANDARDS. BTM BOTTOM BLDG BUILDING CB CATCH BASIN CL CENTERLINE CONC CONCRETE DIA DIAMETER ELEV ELEVATION EO EDGE OF OIL EX EXISTING FH FIRE HYDRANT FL FLOW LINE FW FACE OF WALK HORZ HORIZONTAL HP HIGH POINT INV INVERT LF LINEAR FEET LP LOW POINT MAX MAXIMUM MH MANHOLE MIN MINIMUM ABBREVIATIONS: PROJECT MANAGER..............................................................................KURT ROLAND...................................................(208) 542-2665 OFFICE PROJECT ENGINEER...............................................................................CADEN FUHRIMAN............................................(208) 542-2665 CITY ENGINEER......................................................................................KEITH DAVIDSON...............................................(208) 359-3020 PROJECT CONTACTS: IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) ...............CARLIN FEISTHAMEL, PE ...................................(208) 528-2650 DIGLINE (CALL BEFORE YOU DIG).....................................................................................................................................(800) 342-1585 MADISON FIRE DEPARTMENT................................................................STAN CRITTENDEN............................................(208) 359-3010 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 n o t e 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 7 P M 2 G- 1 NO T E S 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 DESCRIPTION NEW WATER LINE (DR 14 C900 BLUE) LINETYPE EXISTING STORM DRAINSDSD W W EXISTING WATERLINE PROPOSED/EXISTING ELEVATION PROPOSED/EXISTING FIRE HYDRANT PROPOSED/EXISTING WATER VALVE EXISTING STREET LIGHT EXIST.PRO.DESCRIPTION PROPOSED SANITARY SEWER MANHOLE/EXISTING SS MANHOLE PROPOSED/EXISTING STORM DRAIN INLET PROPOSED ASPHALT DRAINAGE FLOW ARROW LEGEND EXISTING ASPHALT 8''W OPEN SPACE/LANDSCAPE 4280 CONTOURS (1' INTERVALS) BOUNDARY LINE LOT LINE SECTION LINE SS SS EXISTING EASEMENT AS NOTED NEW IRRIGATION LINEPIRR EXISTING IRRIGATION LINEPIRR EDGE OF OIL (ASPHALT)EO EXISTING CABLE BOX EXISTING FIBER OPTICS BOX PUBLIC UTILITY EASEMENT 0.75% SS SS EXISTING SANITARY SEWER MAIN EXISTING FENCE LINE 6''PS EXISTING PRESSURE SEWER MAIN PROPOSED CONCRETE EXISTING WATER METER PROPOSED LIP DOWN 18" CURB & GUTTER PROPOSED LIP UP 18" CURB & GUTTER PROPOSED 2.5' STANDARD CURB & GUTTER PROPOSED STORM DRAIN MANHOLE/EXISTING SD MANHOLE NEW STORM DRAIN MAIN (HDPE N12)SD SD PROPOSED STREET LIGHT (SPACED AT 400' MAXIMUM) SNOW STORAGE TBC: 90.00 EX TBC: 90.00 SHEET INDEX SHEET No.SHEET NAME SHEET TITLE 1 COVER 2 G-1 NOTES 3 C-1 EXISTING CONDITIONS 4 C-2 PHASE MAP 5 C-3 OVERALL SITE PLAN 6 C-4 OVERALL GRADING PLAN 7 C-5 OVERALL STORM DRAINAGE 8 PP-1 PLAN & PROFILE CORNELISON AVENUE 9 PP-2 PLAN & PROFILE PIONEER ROAD STATIONS 0+00 to 5+00 10 PP-3 PLAN & PROFILE PIONEER ROAD STATIONS 5+00 to 10+00 11 PP-4 PLAN & PROFILE PIONEER ROAD STATIONS 10+00 to 16+00 12 PP-5 PLAN & PROFILE ALIGNMENTS D, E, & F 13 PP-6 PLAN & PROFILE ALIGNMENT G 14 PP-7 PLAN & PROFILE ALIGNMENT H 15 PP-8 PLAN & PROFILE ALIGNMENT I 16 PP-9 PLAN & PROFILE ALIGNMENT A 17 PP-10 PLAN & PROFILE ALIGNMENT J 18 PP-11 PLAN & PROFILE ALIGNMENT B 19 PP-12 PLAN & PROFILE ALIGNMENT K 20 PP-13 PLAN & PROFILE ALIGNMENT L 21 PP-14 PLAN & PROFILE ALIGNMENT M 22 D-1 DETAILS 23 D-2 DETAILS 24 D-3 DETAILS 25 D-4 DETAILS MX MATCH EXISTING OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PC POINT OF CURVATURE PT POINT OF TANGENT P.U.E.PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE REQ'D REQUIRED MH MANHOLE SD STORM DRAIN SSMH SANITARY SEWER MANHOLE STA STATIONING TR TRANSFORMER TBC TOP BACK OF CURB TBRC TOP BACK RIBBON CURB TYP TYPICAL VERT VERTICAL VG VALLEY GUTTER EX EXISTING NEW SANITARY SEWER MAIN (ASTM D3034, SDR 35, GREEN) 11/13/25 X S S TO E TO E TO E OHPOHPOHPOHP EG EG 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 FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EGEGEG EG EG E G SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 CO R N E L I S O N A V E N U E YE L L O W S T O N E H I G H W A Y U S - 1 9 1 S89°59'58"W 331.31' S89°46'26"W 361.50' S0 0 ° 2 2 ' 0 0 " E 54 5 . 5 0 ' S89°49'17"W 183.86' N89°46'26"E 193.41' N3 0 ° 0 8 ' 0 6 " E 11 5 3 . 0 6 ' N89°49'17"E 522.08' R =5 4 9 .5 0 ' L =3 6 2 .8 0 ' S3 0 ° 0 8 ' 0 6 " W 12 0 . 9 2 ' R =4 7 0 .5 0 ' L =4 9 0 .1 3 ' R = 4 7 0 . 5 0 ' L = 4 7 9 . 8 1 ' R = 5 4 9 . 5 0 ' L = 5 6 0 . 3 8 ' S0 0 ° 2 2 ' 0 2 " E 28 4 . 4 9 ' N89°46'26"E 211.87' N89°52'36"E 66.42' N0 1 ° 2 2 ' 5 6 " E 38 . 5 1 ' S89°46'26"W 70.00' S0 0 ° 2 4 ' 4 7 " E 88 . 7 9 ' N0 0 ° 2 2 ' 0 2 " W 16 1 . 4 6 ' R = 5 4 9 . 5 0 ' L = 2 6 7 . 8 4 ' R = 4 7 0 . 5 0 ' L = 2 2 9 . 3 3 ' S0 0 ° 2 2 ' 0 0 " E 22 0 . 8 8 ' S0 0 ° 2 2 ' 0 0 " E 47 2 . 1 2 ' EXISTING GRAVEL AREA TO BE REMOVED 485 4 48 5 5 485 5 4 8 5 6 485 5 4856 48 5 5 4 8 5 5 48 5 6 48 5 6 48 5 7 48 5 6 4855 4857 48 5 7 4855 48 5 6 485 6 4856 EXISTING GRAVEL ROAD TO BE REMOVED AS NECESSARY SOUTH OF THIS POINT 4856 48 5 6 48 5 6 CURB REMOVAL REQUIRED FOR CONNECTION TO EXISTING PARKING LOT 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 e x i s t i n g c o n d i t i o n s & d e m o . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 8 P M W E S N 060'60'30' SCALE: 1" = 60'3 C- 1 EX I S T I N G C O N D I T I O N S EXISTING ALIGNMENT OF CORNELISON AVENUE, EXISTING CURB AND SIDEWALK TO BE REMOVED AND INSTALLED PER NEW ALIGNMENT EXISTING FENCE IS ENCROACHING INTO PROJECT SITE PROPERTY, TO BE RE-LOCATED TO BOUNDARY LINE EXISTING LOT LINE PER ROS LOT LINE ADJUSTMENT INSTRUMENT NO. 421952 JUNIPER SANDS SUBDIVISION LOT 1 BLOCK 2 CITY OF REXBURG EXISTING EASEMENT INSTRUMENT NO. 367338 REXBURG STAKE LDS CHURCH PROPOSED SITE BOUNDARY EX. 15' PUE CURB TO BE REMOVED FOR NEW ALIGNMENT OF CORNELISON AVENUE EX. 30' EASEMENT EX. 20' EX. 10' JUNIPER SANDS SUBDIVISION LOT 1 BLOCK 1 LOT 2 BLOCK 2 W 7TH St EXISTING SIDEWALK EXISTING CANAL/IRRIGATION DITCH EXISTING CANAL/IRRIGATION DITCH EX. 15' PUE 11/13/25 TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 BLOCK 1 BLOCK 2 BLOCK 4 BLOCK 3 51 3.22 AC. 1 0.04 AC. 2 0.19 AC. 11 BLOCK 1 49 4642 484440 454143 4739 3837 30 363534333231 29 28 25 26 27 50 6.79 AC. 14 13 12 19 17 18 20 16 15 21 22 23 24 9 10 8 7 3 5 1 2 4 6 2 2.49 AC. Park COMPACT B CO M P A C T A 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''SS)8''SS)8''SS)8''SS)8''SS) 4 ' ' P I R R (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''SS) 8''SS) 8''SS) GB GB GB GB GB GB GB GB GB GB GB GB GB GBGBGBGBGBGBGB G B G B G B GB GB GB 12''SD)12''SD) 1 2 ' ' S D ) (12''SD(12''SD(12''SD12''SD)12''SD) GBGBGBGB GB GB GB GB GB G B G B G B G B G B GB GB GB GB GB GB GB GB GB GB 8' ' W 8' ' W 6' ' W 6' ' W (8'' S S (8'' S S (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 6''W 8''W 6''W GB GB GB 12 ' ' S D ) 8''W 8''W 8''W 8''W 8''W 8''W 8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS) 12''SD) (1 2 ' ' S D CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A COMPACT B COMPACT B COMPACT B COMPACT B COMPACT B 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8''W8''W8''W8''W8''W8''W8''W 8' ' W 8' ' W 6' ' W 6' ' W (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 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 6' ' W 6 ' ' W 6' ' W 6' ' W 6 ' ' W 6' ' W 6' ' W EO EO EO EO EO EO EO EO EO EO EO EO 24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR EG EG EG EG EG E G (8''S S (8''S S (8''S S (8''S S (8 ' ' S S (8 ' ' S S (8 ' ' S S TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 CO R N E L I S O N A V E N U E YE L L O W S T O N E H I G H W A Y U S - 1 9 1 (F U T U R E ) PIO N E E R R O A D 79' 79 ' 10' P U E 30' 20' 15 . 4 7 ' R510' R19 8 . 5 ' R17 1 ' R226 ' 21 . 5 3 ' 23.1' 20.07' 17 . 1 5 ' 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p h a s e m a p . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 8 P M W E S N 050'50'25' SCALE: 1" = 50' 4 C- 2 PH A S E M A P PHASE 4 PHASE 5 PHASE 3 PHASE 2 PHASE 1 40 PHASE AREA PARKING STALLS PER PHASE PHASE UNIT COUNT PHASE No. 163,743 FT2 133 44 68,538 FT2 55 40 85,349 FT2 131 32 55,420 FT2 47 40 127,691 FT2 37 RE-ALIGNMENT OF CORNELISON AVENUE EXISTING ALIGNMENT OF CORNELISON AVENUE, EXISTING CURB AND SIDEWALK TO BE REMOVED AND INSTALLED PER NEW ALIGNMENT EXISTING FENCE IS ENCROACHING INTO PROJECT SITE PROPERTY, TO BE RE-LOCATED TO BOUNDARY LINE PROPOSED MONUMENT SIGN 79' R-O-W PER CITY OF REXBURG TYPICAL STREET SECTION 4 JUNIPER SANDS SUBDIVISION JUNIPER SANDS SUBDIVISION LOT 1 BLOCK 2 PARCEL 1 CITY OF REXBURG EXISTING EASEMENT INSTRUMENT NO. 367338 REXBURG STAKE LDS CHURCH PROPOSED SITE BOUNDARY PROPOSED SITE BOUNDARY CONCAVE CURVE FROM EXISTING PLATTED RADII CENTERLINE TO A 198.5' RADIUS EXISTING PLATTED RADII CENTERLINE TEMPORARY TURNAROUND W/ 50'R (TYP) (SEE DETAIL 1) PHASE LINE 50' RADIUS TEMPORARY GRAVEL TURN AROUND 4" DEPTH OF 3/4" ROAD BASE 4" OF 3/4" GRAVEL ROADBASE 12" OF PITRUN TYPE III BARICADE 1 TEMPORARY GRAVEL TURN AROUND/SECTION SCALE: NTS BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK 10' PU E 11/13/25 TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 51 3.22 AC. 1 0.04 AC. 2 0.19 AC. 11 49 4642 484440 454143 4739 3837 30 363534333231 29 28 25 26 27 50 6.79 AC. 14 13 12 19 17 18 20 16 15 21 22 23 24 9 10 8 7 3 5 1 2 4 6 2 2.49 AC. Park COMPACT B CO M P A C T A 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''SS)8''SS)8''SS)8''SS)8''SS) 4 ' ' P I R R (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''SS) 8''SS) 8''SS) 12''SD)12''SD) 1 2 ' ' S D ) (12''SD(12''SD(12''SD12''SD)12''SD) 8' ' W 8' ' W 6' ' W 6' ' W (8'' S S (8'' S S (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 6''W 8''W 6''W 12 ' ' S D ) 8''W 8''W 8''W 8''W 8''W 8''W 8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS) 12''SD) (1 2 ' ' S D CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A COMPACT B COMPACT B COMPACT B COMPACT B COMPACT B 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8''W8''W8''W8''W8''W8''W8''W 8' ' W 8' ' W 6' ' W 6' ' W (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 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 6' ' W 6 ' ' W 6' ' W 6' ' W 6 ' ' W 6' ' W 6' ' W EO EO EO EO EO EO EO EO EO EO EO EO 24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR EG EG EG EG EG E G (8''S S (8''S S (8''S S (8''S S (8 ' ' S S (8 ' ' S S (8 ' ' S S CO R N E L I S O N A V E N U E YE L L O W S T O N E H I G H W A Y U S - 1 9 1 (F U T U R E ) PIO N E E R R O A D 79' RO W 79 ' RO W 10' PU E 1 0 ' P U E 20 ' 26 ' 24 ' 29 . 1 6 ' 40 ' 28'20'20' 40 ' 26' 20' 19' 26 . 5 ' 20 ' 20 ' 26 ' 34 ' 18 ' 26 ' 26.53'19'20' 20' 28 . 6 2 ' 20 ' 20 ' 9' TYP. 2 13' 10 ' 13 ' 25.54' 2 6 ' 9' TYP. 20 ' T Y P . 9' TYP. 9' TYP. 18 ' 9' TYP. 9' TYP. 9' TYP. 9' T Y P . 9' T Y P . 9' T Y P . 9' TYP. 9' T Y P . 9' T Y P . 1 9 ' 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 11 1 2 11 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 2 1 2 7 3 2 7 7 7 7 1 1 1 1 1 1 1 1 1 1 8 8 10 10 10 10 10 1 1 1 1 1 1 8 8 8 8 6'6 ' 6 ' 2 6 ' 6' 6' 6' 6' 6' 6' 6' 6' 9 5 5 12 12 12 12 12 12 12 6 6 2 6' 6' 6' 5' 5' 5' 25 ' 1 9 ' 9' TY P . 13 3 3 2 2 6 3 3 3 3 5' 3 2 7 7 1 10 10 10 12 . 1 2 ' 10 . 6 1 ' 10 . 6 1 ' 10 . 6 1 ' 10 . 6 1 ' 10 . 6 1 ' 12 . 1 2 ' 12 . 1 2 ' 14.38'14.36'14.36'14.36' 12.97' 16.79'19.24' 19 . 2 4 ' 19. 2 4 ' 19.24' 13.8' 23.1' 21 . 1 7 ' 14 . 8 1 ' 2 2 3 2 16 . 5 5 ' 17 . 1 5 ' 38. 9 ' 13. 7 5 ' 13. 7 5 ' 1 4 . 3 6 ' 1 4 . 3 6 ' 18.79' 12 . 9 7 ' FUTURE CURB/GUTTER & SIDEWALK FUTURE CURB/GUTTER & SIDEWALK 26' FIRE ACCESS ROAD 1 9 ' 20' 25' 20' 20' 25' 18. 1 4 ' 1 1 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 o v e r a l l s i t 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 8 P M W E S N 050'50'25' SCALE: 1" = 50' 5 C- 3 OV E R A L L S I T E P L A N RE-ALIGNMENT OF CORNELISON AVENUE TOTAL PROJECT AREA = 8.767 ACRES OPEN SPACE REQUIREMENT = 20% OPEN SPACE PROVIDED = 3.03 AC (34%) SNOW STORAGE AREA = 18,793 FT2 (14.6% OF SITE ASPHALT) ASPHALT AREA = 128,696 FT2 (SITE), 90,894 FT2 (ROW) PARKING STALLS REQUIRED = 392 PARKING STALLS PROVIDED = 399 CURRENT ZONE = HDR2 DENSITY ALLOWED = 42 UNITS PER 1 ACRE TOTAL UNITS = 196 BUILDING HEIGHT= 24'-6" BUILDING FOOTPRINT AREA= 1762 FT2 79' R-O-W PER CITY OF REXBURG TYPICAL STREET SECTION 4 SITE LAYOUT INFORMATION JUNIPER SANDS SUBDIVISION JUNIPER SANDS SUBDIVISION LOT 1 BLOCK 2 CITY OF REXBURG EXISTING EASEMENT INSTRUMENT NO. 367338 REXBURG STAKE LDS CHURCH PROPOSED SITE BOUNDARY PROPOSED SITE BOUNDARY ASPHALT PAVING PER DETAIL 1 ON SHEET D-1. 1.5' LIP UP CURB PER DETAIL 2 ON SHEET XX. 1 2 4 6 INSTALL VALLEY GUTTER PER DETAIL X ON SHEET XX 5 1 7 8 3 9 10 1.5' LIP DOWN CURB PER DETAIL 3 ON SHEET XX. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS SHOWN. 1 TRANSITION CURB LIP UP TO LIP DOWN. 2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARDS. INSTALL COMMERCIAL APPROACH PER CITY OF REXBURG STANDARDS. 1.DEVELOPER TO BE RESPONSIBLE FOR IRRIGATION DESIGN INCLUDING IRRIGATION WATER INSTALLATION. 2.CONTRACTOR TO INSTALL 4" CONDUIT BELOW THE WALKS/DRIVE AISLES FOR IRRIGATION WATER INSTALLATION TO MEET IRRIGATION DESIGN. PAVING & MISC CONSTRUCTION ITEMS SEWER SERVICE CONSTRUCTION ITEMS WATER SERVICE CONSTRUCTION ITEMS LANDSCAPE & IRRIGATION NOTES 6" SANITARY SEWER SERVICE WITH CLEAN OUT(S) PER LATEST REVISION OF CITY OF REXBURG. DESCRIPTION NEW WATER MAIN LINETYPE EXISTING STORM DRAINSDSD W W EXISTING WATERLINE PROPOSED/EXISTING ELEVATION PROPOSED/EXISTING FIRE HYDRANT PROPOSED/EXISTING WATER VALVE EXISTING STREET LIGHT EXIST.PRO.DESCRIPTION PROPOSED SANITARY SEWER MANHOLE/EXISTING SS MANHOLE PROPOSED/EXISTING STORM DRAIN INLET PROPOSED ASPHALT DRAINAGE FLOW ARROW LEGEND EXISTING ASPHALT W W OPEN SPACE/LANDSCAPE 4280 CONTOURS (1' INTERVALS) BOUNDARY LINE LOT LINE SECTION LINE NEW SANITARY SEWER MAIN SS SS EXISTING EASEMENT AS NOTED NEW IRRIGATION LINEPIRR EXISTING IRRIGATION LINEPIRR EDGE OF OIL (ASPHALT)EO EXISTING CABLE BOX EXISTING FIBER OPTICS BOX PUBLIC UTILITY EASEMENT 0.75% SS SS EXISTING SANITARY SEWER MAIN EXISTING FENCE LINEXXX 6''PS EXISTING PRESSURE SEWER MAIN PROPOSED CONCRETE EXISTING WATER METER PROPOSED LIP DOWN 18" CURB & GUTTER PROPOSED LIP UP 18" CURB & GUTTER PROPOSED 2.5' STANDARD CURB & GUTTER TBC: 90.00 EX TBC: 90.00 PROPOSED STORM DRAIN MANHOLE/EXISTING SD MANHOLE 6" FIRELINE SERVICE W/ 2" WATER SERVICE SLIT W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TYPICAL PARKING STALL SIZES NOT TO SCALE 9' 20 ' STANDARD 9' ADA ACCESSIBLE 20 ' TRASH ENCLOSURE PER CITY OF REXBURG.12 13 INSTALL INFILTRATION SYSTEM, SEE STORM TABLES ON SHEET C-5 AND DETAILS ON SHEET XX. NEW STORM DRAIN MAIN SD SD MONUMENT PANEL SIGN PROPOSED STREET LIGHT (SPACED AT 400' MAXIMUM) INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SNOW STORAGE SETBACK LINE SETBACK LINE 8' 18 ' COMPACT A 8 16 ' COMPACT B 5' NOTE: NOT ALL UTILITY FEATURES AND DESIGN ELEMENTS ARE KEYNOTED ON THIS OVERALL SITE PLAN. ADDITIONAL DETAILS, ANNOTATIONS, AND KEYNOTES ARE PROVIDED ON THE SUBSEQUENT PLAN AND PROFILE SHEETS. REFER TO THOSE SHEETS FOR COMPREHENSIVE DESIGN INFORMATION AND SPECIFIC CONSTRUCTION REQUIREMENTS. PROPOSED IRRIGATION PUMP LOCATION 11/13/25 TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 Park COMPACT B CO M P A C T A GB GB GB GB GB GB GB GB GB GB GB GB GB GBGBGBGBGBGBGB G B G B G B GB GB GB 12''SD)12''SD) 1 2 ' ' S D ) (12''SD(12''SD(12''SD12''SD)12''SD) GBGBGBGB GB GB GB GB GB G B G B G B G B G B GB GB GB GB GB GB GB GB GB GB GB GB GB 12 ' ' S D ) 12''SD) (1 2 ' ' S D CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A COMPACT B COMPACT B COMPACT B COMPACT B COMPACT B 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R EO EO EO EO EO EO EO EO EO EO EO EO 24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR EG EG EG EG EG E G CO R N E L I S O N A V E N U E YE L L O W S T O N E H I G H W A Y U S - 1 9 1 (F U T U R E ) PIO N E E R R O A D 79' RO W 79 ' RO W 10' PU E 1 5 ' P U E TBC: 56.90 TBC: 57.00 TBC: 57.00 TBC: 56.60 TBC: 56.40 TBC: 56.60 TBC: 56.40 TBC & TW/MX: 56.75 TBC: 56.89 TBC: 57.00 TBC: 55.95 TBC: 55.80 TBC: 55.70 TBC: 55.80 TBC: 55.80 TBC: 55.70 TBC/LP: 55.20 TBC/LP: 55.20 TBC/HP: 55.40 TBC: 55.75 TBC: 55.38 TBC: 55.48TBC: 55.80 TBC: 55.60TBC: 55.40 TBC/LP: 55.20 TBC/LP: 55.00 FF: 57.15 FF: 57.60 FF: 57.15 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.80 FF: 57.60FF: 57.60FF: 57.60 FF: 56.70 FF: 56.80 FF: 57.45 FF: 57.45 FF: 57.85 FF: 57.85 FF: 57.85 FF: 57.85 FF: 57.50 FF: 57.90 FF: 57.90 FF: 57.50 FF: 57.50 FF: 58.00 FF: 57.90 FF: 57.40 FF: 57.55FF: 57.55FF: 57.55 FF: 57.90FF: 57.90 FF: 57.55 FF: 57.50 FF: 57.35 FF: 57.35 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.15 TBC: 56.96 TBC: 56.21 TBC: 56.70 TBC: 57.00 TBC: 57.00 TBC: 57.00 TBC: 57.37 TBC: 57.17 TBC: 56.90 TBC: 56.50 TBC: 56.60 TBC: 57.00 TBC: 55.75TBC: 55.65 TBC: 55.55 TBC: 55.25 TBC: 55.20 TBC: 55.35 TBC: 55.45 TBC: 56.90 TBC: 56.60TBC: 56.54 TBC: 56.60 TBC: 57.05 TBC: 56.90 TBC: 56.90 TBC: 57.10 TBC: 55.60 FL VG: 54.70 FL VG: 54.50 FL VG: 54.80 TBC/LP: 56.70 TBC: 57.00 TBC: 56.80 TBC: 57.20 TBC: 57.03 TBC: 57.03 TBC: 57.00 TBC: 56.82 TBC/LP: 56.08 TBC/LP: 56.08 TBC CC: 56.45 TBC CC: 56.65 TBC: 57.15 TBC: 56.85 TBC: 57.00 TBC: 57.30 TBC: 57.30TBC: 57.00 TBC: 56.90 TBC: 56.80 TBC: 56.64 TBC: 56.42 TBC: 56.85 TBC: 57.35 TBC: 56.50 TBC: 56.60 TBC: 56.70 TBC: 57.00 TBC: 56.60 TBC: 56.70 TBC: 57.00 TBC: 56.80 TBC: 56.50 TBC: 56.50 TBC: 56.75 TBC: 55.60 TBC: 55.65 TBC: 55.55 TBC: 55.30 TBC: 57.35TBC: 57.15 TBC: 57.15 TBC: 57.15 TBC: 56.70 TBC: 56.30 TBC: 56.40 TBC: 56.65 TBC: 56.70TBC: 56.70 TBC: 55.40 TBC: 55.50 TBC/LP: 55.10 TBC: 55.75 TBC: 55.50 TBC: 55.40 FL VG: 54.90 FL VG: 54.50 FL VG: 54.50 FF: 57.90 FF: 56.50 FF: 57.00 FF: 57.00 FF: 57.00 TBC: 55.85TBC: 55.84 TBC: 56.90TBC: 56.90 TBC: 56.60TBC: 56.60 TBC: 56.90 TBC: 56.90 TBC: 56.45 TBC: 56.90 TBC: 56.45 TBC: 55.40TBC: 55.40 TBC: 55.50 TBC: 55.50TBC: 55.40 TBC: 55.40 TBC: 55.10TBC: 55.10 TBC: 55.35TBC: 55.45 TBC: 55.45 TBC: 55.35 TBC: 55.10 FL VG: 54.50FL VG: 54.90FL VG: 54.50 TBC: 56.90 TBC: 56.30 TBC: 56.40 TBC: 56.85 TBC: 56.70 TBC/LP: 55.60 TBC: 55.70 TBC/LP: 55.60TBC: 55.85 TBC: 55.90 TBC: 56.00 TBC: 55.85 TBC: 56.15 TBC: 56.30 TBC: 55.70 TBC/LP: 55.40 TBC: 55.60 TBC/LP: 55.40 TBC: 57.40 TBC: 57.10TBC: 57.10 TBC: 57.40 TBC: 57.40 TBC: 57.00TBC: 57.00 TBC: 57.41 TBC/LP: 55.50 TBC/LP: 55.50 TBC: 56.30 TBC: 56.30 TBC: 57.40 TBC: 57.60 TBC: 56.00 TBC: 57.15TBC: 57.15 TBC: 56.75 TBC: 56.70TBC: 56.70 TBC: 56.75 TBC: 55.70 TBC/LP: 55.50 TBC: 56.20 TBC/LP: 55.30 TBC/LP: 55.30 TBC: 56.70 TBC: 56.70 TBC: 57.20 TBC/LP: 56.70 TBC: 56.34 TBC: 56.47 TBC/MX: 55.87± TBC/MX: 55.99 TBC: 57.20 TBC: 57.25 FL VG: 54.80 FL VG: 54.50 FL VG: 54.50 FL VG: 54.70 FL VG: 54.70 TBC: 55.30 TBC: 55.50 TBC: 55.70 TBC: 55.50 TBC: 55.40 TW: 55.70 TW: 55.70TW: 56.55 TW: 56.80 48 5 5 4855 48 5 6 485 4 4 8 5 4 4 8 5 5 4 8 5 5 48 5 5 485 5 48 5 6 48 5 6 48 5 6 4856 48 5 5 48 5 5 4854 48 5 4 48 5 4 48 5 5 48 5 5 48 5 6 48 5 6 48 5 5 48 5 6 48 5 7 48 5 6 48 5 7 4855 48 5 6 4855 4856 TBC/MX: 56.32 TBC: 55.52 TBC: 56.10 TBC/GB: 56.77 TBC/GB: 55.50 TBC: 57.12 TBC: 57.17 TBC: 57.21 TBC: 55.50TBC: 55.60 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 o v e r a l l g r a d i n g 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 9 P M 6 C- 4 OV E R A L L G R A D I N G P L A N LEGEND DRAINAGE FLOW ARROW GRADE BREAKGBGB PROPOSED LIP DOWN 18" CURB & GUTTER PROPOSED LIP UP 18" CURB & GUTTER W E S N 050'50'25' SCALE: 1" = 50' 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 SPOT ELEVATIONS TBC TOP BACK OF CURB TBC CC TOP BACK OF CURB, CURB CUT TBC HP TOP BACK OF CURB HIGH POINT TBC LP TOP BACK OF CURB LOW POINT TBC/MX TOP BACK OF CURB MATCH EXISTING TW TOP OF WALK FL VG FLOW LINE OF VALLEY GUTTER FF FINISHED FLOOR PROPOSED 2.5' STANDARD CURB & GUTTER 11/13/25 TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 TO E TO E TO E TO E EG EG EG 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 FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FL FL FL FL FL FLFL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOP TOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' 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 Park COMPACT B CO M P A C T A GB GB GB GB GB GB GB GB GB GB GB GB GB GBGBGBGBGBGBGB G B G B G B GB GB GB 12''SD)12''SD) 1 2 ' ' S D ) (12''SD(12''SD(12''SD12''SD)12''SD) GBGBGBGB GB GB GB GB GB G B G B G B G B G B GB GB GB GB GB GB GB GB GB GB GB GB GB 12 ' ' S D ) 12''SD) (1 2 ' ' S D CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A COMPACT B COMPACT B COMPACT B COMPACT B COMPACT B 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R EO EO EO EO EO EO EO EO EO EO EO EO 24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR EG EG EG EG EG E G CO R N E L I S O N A V E N U E YE L L O W S T O N E H I G H W A Y U S - 1 9 1 (F U T U R E ) PIO N E E R R O A D 79' RO W 79 ' RO W 10' PU E 1 0 ' P U E FF: 57.15 FF: 57.60 FF: 57.15 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.80 FF: 57.60FF: 57.60FF: 57.60 FF: 56.70 FF: 56.80 FF: 57.45 FF: 57.45 FF: 57.85 FF: 57.85 FF: 57.85 FF: 57.85 FF: 57.50 FF: 57.90 FF: 57.90 FF: 57.50 FF: 57.50 FF: 58.00 FF: 57.90 FF: 57.40 FF: 57.55FF: 57.55FF: 57.55 FF: 57.90FF: 57.90 FF: 57.55 FF: 57.50 FF: 57.35 FF: 57.35 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.15 FF: 57.90 FF: 56.50 FF: 57.00 FF: 57.00 FF: 57.00 PIO N E E R R O A D SDMH #7CB #16 CB #15 SDMH #2 SDMH #8 CB #5 SDMH #10 CB #18 CB #17 SDMH #5 SDMH #6 SDMH #9 EX. CB #1 EX. CB #2 SDMH #4 CB #11 CB #12 CB #10 CB #14 CB #13 CB #22 CB #20 CB #19 CB #3 CB #2 SDMH #3 W/ SLOTTED GRATE CB #7CB #8CB #9 CB #6 SDMH #1 W/ SLOTTED GRATE CB #1 CB #4 27' OF 12" PVC @ 0.22% 53' OF 12" PVC @ 0.22% Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 o v e r a l l s t o r m d r a i n a 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 9 P M 1.INSERT SHEET NOTES HERE. SHEET NOTES: 7 C- 5 OV E R A L L S T O R M D R A I N A G E NOT INCLUDED IN STORM AREA CALCULATIONS LEGEND DRAINAGE FLOW ARROW GRADE BREAKGBGB STORM AREA BOUNDARY PROPOSED LIP DOWN 18" CURB & GUTTER PROPOSED LIP UP 18" CURB & GUTTER 1 9,625 SF STORM AREAS W E S N 050'50'25' SCALE: 1" = 50' 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 1 2 2 3 3 4 5 8 6 7 9 2 54,262 SF 3 59,456 SF 4 24,687 SF 5 11,235 SF 6 26,602 SF 9 7,257 SF 7 30,105 SF 8 41,970 SF PROPOSED 2.5' STANDARD CURB & GUTTER 11/13/25 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E (12''SD(12''SD 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R EO E O 10 ' P U E 10 ' P U E 0 + 0 0 1+0 0 2+00 3+00 3+80 79 ' R O W P E R R E X B U R G ST A N D A R D D R A W I N G (S E E D E T A I L 6 / D - 2 ) TBC/MX: 55.86± TBC/MX: 55.88± TBC: 56.47 TBC: 56.34 TBC: 56.80 TBC/HP: 57.00 TBC: 57.20 TBC/LP: 56.70 TBC: 57.20 TBC/LP: 56.70 CORNELISON AVENUE PI O N E E R R O A D STA: 3+46.01 (CORNELISON AVE) STA: 12+76.25 (PIONEER ROAD) R19 8 . 5 ' R51 0 ' PC STA: 0+38.8260 79' ROW PER REXBURG STANDARD DRAWING (SEE DETAIL 6/D-2) TBC: 55.96 TBC: 55.94 CB #16 CB #1512 7 7 5 5 5 1211 CONNECT TO EXISTING CURB & GUTTER AT APPROACH (BLEND AS NECESSARY TO AVOID DAMAGE TO APPROACH) CONNECT NEW CURB & GUTTER TO EXISTING RELOCATE EXISTING ELECTRICAL STRUCTURE AS NEEDED. COORDINATE WITH POWER PROVIDER 8 8 SDMH #7 10 53' OF 12" PVC @ 0.22% 4848 4850 4852 4854 4856 4858 4848 4850 4852 4854 4856 4858 0+00 1+00 2+00 3+00 3+80 4850 4852 4854 4856 4858 4860 4850 4852 4854 4856 4858 4860 EXISTING CURB EXISTING CURB LEFT TBC EXISTING GROUND AT ALIGNMENT CL RIGHT TBC EXISTING GROUND AT ALIGNMENT CL EX. CB #2 STA=0+09.87 EX. CB #1 STA=0+08.74 PC C S T A : 0 + 3 8 . 8 3 MX E L : 4 8 5 5 . 8 6 ± ST A : 0 + 6 6 . 4 7 EL : 4 8 5 5 . 9 6 PT S T A : 1 + 7 6 . 0 9 EL : 4 8 5 6 . 3 4 PT S T A : 2 + 8 9 . 1 2 EL : 4 8 5 6 . 8 0 PT S T A : 3 + 1 9 . 1 2 EL : 4 8 5 7 . 2 0 0.41% AL=23.82± 0.41% AL=94.43± 0.41% 0.85% AL=48.80 PC C S T A : 0 + 6 6 . 4 7 MX E L : 4 8 5 5 . 8 8 ST A : 0 + 8 0 . 7 1 EL : 4 8 5 5 . 9 6 PT S T A : 1 + 7 6 . 0 9 EL : 4 8 5 6 . 4 7 PC S T A : 2 + 8 7 . 8 9 EL : 4 8 5 7 . 0 0 PT S T A : 3 + 1 7 . 8 9 EL : 4 8 5 6 . 7 0 0.47% AL=16.10± 0.47% AL=108.59± 0.47%-0.63% AL=47.44 NW INV OUT=4853.10 CB #15 STA=3+71.88, 58.40' R GRATE=4856.10 53' OF 12" PVC @ 0.22% SE INV IN=4852.98 NW INV OUT=4852.88 CB #16 STA=3+18.89, 57.83' R GRATE=4856.10 4' OF 12" PVC @ 0.23% 12" SE INV IN=4852.87 12" SW INV OUT=4852.77 SDMH #7 STA=3+14.39, 57.78' R RIM=4856.60 SUMP=4850.60 W E S N 020'20'10' SCALE: 1" = 20' 8 PP - 1 PL A N & P R O F I L E C O R N E L I S O N A V E N U E Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p c o r n e l i s o n a v 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 9 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B CORNELISON AVENUE FUTURE PIONEER ROAD 11/13/25 FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FLFL TO P TO P TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TO P TO P TO P TO P TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO E TO E TO E EGEG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 19 17 15 2123 4''PIRR 4 ' ' P I R R 4 ' ' P I R R 4 ' ' P I R R 1 2 ' ' S D GB GB GB GB GB GB GB GB 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''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS) 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6 ' ' W 6 ' ' W 6' ' W 6' ' W 6 ' ' W 6' ' W 6' ' W 6 ' ' W 6 ' ' W 6' ' W 6' ' W 6 ' ' W 6' ' W 6' ' W 24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR24''GIRR EG EG EG EG EG EG EG EG EG EG EGEGEG EG EG E G EG (8''S S (8''S S (8''S S (8''S S (8''S S (8''S S (8''S S (8''S S PIONEER ROAD 0+00 1+00 2+00 3+00 4+00 5+00 TBC/LP: 55.50 TBC/HP: 56.30 FUTURE TBC/HP: 56.30 TBC/LP: 55.30 TBC/LP: 55.30 FF: 57.55 FF: 57.55 FF: 57.55 FF: 57.40 FF: 57.50 10 ' P U E 79 ' R O W P E R C I T Y O F RE X B U R G S T A N D A R D (S E E D E T A I L 6 / D - 2 ) 39 . 5 ' 30' EXISTING PUE 1 5 ' P U E R 5 1 0 ' CB #22 31' OF 12" PVC @ 0.22% SDMH #10 5' OF 12" PVC @ 0.22% CB #19 5 3 ' O F 1 2 " P V C @ 0 . 2 2 % CB #20 SDMH #9 5' OF 12" PVC @ 0.22% 10 12 10 12 5 29 8 8 2 5 CONNECT TO EXISTING 8" WATER MAIN 5 5 8 11 5 12 11 6 1 2 EX. SSMH 2 SSMH #12 SSMH #11 EX. SSMH 1 1 1 CAP 4842 4844 4846 4848 4850 4852 4854 4856 4842 4844 4846 4848 4850 4852 4854 4856 4850 4852 4854 4856 4850 4852 4854 4856 0+00 1+00 2+00 3+00 4+00 5+00 NW INV OUT=4851.70 CB #19 STA=4+17.50, 26.50' R GRATE=4854.70 E INV OUT=4851.68 CB #22 STA=0+09.91, 26.50' L GRATE=4854.90 12" W INV IN=4851.61 12" E INV OUT=4851.51 SDMH #10 STA=0+40.82, 31.56' L RIM=4855.70 SUMP=4849.70 5' OF 12" PVC @ 0.22% 12" SE INV IN=4851.47 12" NE INV OUT=4851.37 SDMH #9 STA=4+17.34, 31.17' L RIM=4855.30 SUMP=4849.30 SE INV IN=4851.58 NW INV OUT=4851.48 CB #20 STA=4+17.50, 26.50' L GRATE=4854.74 5' OF 12" PVC @ 0.22% ST A : 0 + 1 0 EL : 4 8 5 5 . 5 0 PC S T A : 1 + 9 3 . 7 3 EL : 4 8 5 6 . 3 0 PC C S T A : 4 + 1 7 . 5 0 EL : 4 8 5 5 . 3 0 PC C S T A : 4 + 1 7 . 4 9 EL : 4 8 5 5 . 3 0 PC STA:1+93.73 EL:4856.30 ST A : 0 + 1 0 EL : 4 8 5 5 . 5 0 RIGHT TBC 0.44% INSTALL FH STA: 3+46.18 OFF: -31.00' 0.44%-0.47% AL=211.70 0.48% AL=290.94 0.43% AL=324.10 8"x8" TEE STA:3+68.82 OFF:21.17' R (CONTRACTOR TO FIELD VERIFY LOCATION & INV. OF EX. MAIN) 8"x8" TEE STA:0+20.86 OFF:3.52' L 5' OF 8" WL 141' OF 8" WL 17' O F 8 " W L 17' OF 8" WL 8" GATE VALVE STA:3+64.30 OFF:19.50' R 5' OF 8" WL 8"x6" TEE STA:3+32.21 OFF:15.88' R STORM INFILTRATION CHAMBER PER CITY OF REXBURG STANDARDS (SEE TABLES ON SHEET 7/C-5) 10" SS CROSSING @ 4842.33 (NOT SHOWN) LEFT TBC EXISTING GROUND AT ALIGNMENT CL 5' M I N B U R Y PIRR CROSSING PIRR CROSSING 403' OF 24" CORRUGATED PIPE @ 0.08% INV=4853.15 INV=4852.83 EXISTING GROUND AT ALIGNMENT CL -0.42% AL=235.83 EX. 8" WATER LINE 3. 4 5 ' 18 " M I N A T CR O S S I N G STORM INFILTRATION CHAMBER PER CITY OF REXBURG STANDARDS (SEE TABLES ON SHEET 7/C-5) 10" S INV IN=4842.33 8" W INV IN=4842.50 8" NE INV IN=4846.33 10" N INV OUT=4842.33 SSMH #11 STA=3+80.91, 15.12' R RIM=4855.10 351' OF 8" PVC @ 0.40% 8" W INV IN=4844.01 8" E INV OUT=4843.91 SSMH #12 STA=0+30.83, 19.97' L RIM=4855.10 220' OF 8" PVC @ 0.40% (DROP INV=4842.50) 26' OF 8" PVC @ 0.40% CAP 5' PAST PROPERTY LINE (INV=4844.11) 8" GATE VALVE STA:0+15.77 OFF:3.51' L 5' OF 8" WL 11' OF 8" WL 8" GATE VALVE STA:0+25.77 OFF:3.52' L PLUG & THRUST BLOCK (INV=4849.41) 31' OF 12" PVC @ 0.22% W E S N 020'20'10' SCALE: 1" = 20' 9 PP - 2 PL A N & P R O F I L E P I O N E E R R O A D S T A T I O N S 0 + 0 0 T O 5 + 0 0 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p p i o n e e r r o a d . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 1 : 5 9 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B PIONEER ROAD M A T C H L I N E S T A : 5 + 0 0 2. SEE ADDITIONAL PLAN & PROFILE SHEETS FOR INTERIOR SITE INFORMATION. PROPOSED IRRIGATION PUMP STATION LOCATION TEMPORARY TURN AROUND SURFACE TO BE ABOVE SSMH RIM 50' RADIUS TEMPORARY TURN AROUND 11/13/25 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE GB GB GB GB GB GB GB GB (1 2 ' ' S D (1 2 ' ' S D 8' ' W 8' ' W 8' ' W 8' ' W COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR (8'' S S (8'' S S (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 (8''SS (8''SS (8''SS 5+0 0 6+00 7+00 8+00 9+00 10+00 79 ' R O W P E R C I T Y O F RE X B U R G S T A N D A R D (S E E D E T A I L 6 / D - 2 ) TBC/HP: 56.70 TBC/HP: 56.70 TBC/LP: 56.08 TBC/LP: 56.08 10 ' P U E R5 1 0 ' TBC: 56.70 TBC: 56.70 SDMH #8 CB #18 CB #17 53' OF 12" PVC @ 0.22% 5 5 11 11 12 12 10 1 1 SSMH #14 SSMH #5 SSMH #131 1 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4852 4854 4856 4852 4854 4856 5+00 6+00 7+00 8+00 9+00 10+00 STORM INFILTRATION CHAMBER PER CITY OF REXBURG STANDARDS (SEE TABLES ON SHEET 7/C-5) 1041' OF 24" CORRUGATED PIPE @ 0.14% INV=4853.24 STORM INFILTRATION CHAMBER PER CITY OF REXBURG STANDARDS (SEE TABLES ON SHEET 7/C-5) SE INV IN=4852.36 NW INV OUT=4852.26 CB #18 STA=8+70.23, 26.50' L GRATE=4855.48 12" SE INV IN=4852.25 12" SW INV OUT=4852.15 SDMH #8 STA=8+70.23, 31.00' L RIM=4856.00 SUMP=4850.00 5' OF 12" PVC @ 0.22% NW INV OUT=4852.48 CB #17 STA=8+70.23, 26.50' R GRATE=4855.48 PT S T A : 7 + 2 5 . 0 1 EL : 4 8 5 6 . 7 0 ST A : 8 + 7 0 . 2 3 EL : 4 8 5 6 . 0 8 PT S T A : 7 + 2 5 . 0 1 EL : 4 8 5 6 . 7 0 ST A : 8 + 7 0 . 2 3 EL : 4 8 5 6 . 0 8 0.43% AL=324.10 -0.42%0.40% 0.48% AL=290.94 -0.42%0.40% LEFT TBC EXISTING GROUND AT ALIGNMENT CL RIGHT TBC EXISTING GROUND AT ALIGNMENT CL INSTALL FH STA: 6+70.41 OFF: -31.00' 8" SW INV OUT=4849.16 SSMH #14 STA=7+77.86, 0.00' RIM=4856.40 185' OF 8" PVC @ 1. 0 0 % 8" NE INV IN=4847.31 8" SW INV OUT=4847.21 SSMH #13 STA=5+95.61, 16.87' R RIM=4855.70 220' OF 8" PVC @ 0.40% 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B W E S N 020'20'10' SCALE: 1" = 20' 10 PP - 3 PL A N & P R O F I L E P I O N E E R R O A D S T A T I O N S 5 + 0 0 T O 1 0 + 0 0 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p p i o n e e r r o a d . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 0 P M PIONEER ROAD MA T C H L I N E ST A : 5 + 0 0 MA T C H L I N E ST A : 1 0 + 0 0 10 ' P U E 2. SEE ADDITIONAL PLAN & PROFILE SHEETS FOR INTERIOR SITE INFORMATION. 11/13/25 TOE TOE TOE TOE TOE FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE EG EGEG EG EG EG EG EG EG EG (R1)(R2)S30°08'08"W ( R 1 ) ( R 2 ) N 8 9 ° 4 6 ' 2 8 " E COMPACT A 8 ' ' W 8 ' ' W GB GB GB GB GB GB GB GB GB GB (1 2 ' ' S D (1 2 ' ' S D 8''W 8''W COMPACT A COMPACT A COMPACT A COMPACT A COMPACT A ( 8 ' ' S S 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR 24''GIRR EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO CO R N E L I S O N A V E N U E PIONEER ROAD 10+00 11+00 12+00 13+00 14+00 15+00 16+0016+00 TBC: 56.70 TBC: 56.82 TBC CC: 56.84 TBC CC: 56.98 TBC: 57.00 TBC/HP: 57.10 TBC/HP: 57.10 TBC: 56.70 15 ' P U E 6' 6' 6' TBC/LP: 56.70 TBC/LP: 56.70 TBC/HP: 57.00 TBC: 56.80 TBC: 57.20 79' ROW 79 ' R O W P E R C I T Y O F RE X B U R G S T A N D A R D (S E E D E T A I L 6 / D - 2 ) STA: 12+76.25 (PIONEER ROAD) STA: 3+46.01 (CORNELISON AVE) DEVELOPMENT SIGN COMMERCIAL APPROACH PER CITY OF REXBURG STANDARD 8 8 7 11 12 12 10 7 1 CB #15 53 ' O F 1 2 " P V C @ 0 . 2 2 % CB #16 SDMH #7 26' EMERGENCY VEHICLE ACCESS SSMH #2 4850 4852 4854 4856 4850 4852 4854 4856 10+00 11+00 12+00 13+00 14+00 15+00 16+00 4846 4848 4850 4852 4854 4856 4858 4860 4846 4848 4850 4852 4854 4856 4858 4860 1041' OF 24" CORRUGATED PIPE @ 0.14% INV=4854.70 STORM INFILTRATION CHAMBER PER CITY OF REXBURG STANDARDS (SEE TABLES ON SHEET 7/C-5) ST A : 1 0 + 2 4 . 1 5 EL : 4 8 5 6 . 7 0 ST A : 1 0 + 5 3 . 1 5 EL : 4 8 5 6 . 8 2 ST A : 1 1 + 0 0 . 1 3 EL : 4 8 5 7 . 0 0 ST A : 1 1 + 2 3 . 9 9 EL : 4 8 5 7 . 1 0 ST A : 1 2 + 1 8 . 1 2 EL : 4 8 5 6 . 7 0 ST A : 1 2 + 4 8 . 1 2 EL : 4 8 5 7 . 0 0 ST A : 1 3 + 0 3 . 1 3 EL : 4 8 5 6 . 8 0 ST A : 1 3 + 3 3 . 1 3 EL : 4 8 5 7 . 2 0 ST A : 1 1 + 2 3 . 9 9 EL : 4 8 5 7 . 1 0 ST A : 1 2 + 1 8 . 1 2 EL : 4 8 5 6 . 7 0 ST A : 1 3 + 3 3 . 1 3 EL : 4 8 5 7 . 2 0 0.40%-0.42%0.43% 0.85% AL=46.80 0.63% AL=47.44 -0.42% 0.40%0.40%0.40%0.40% LEFT TBC EXISTING GROUND AT ALIGNMENT CL RIGHT TBC EXISTING GROUND AT ALIGNMENT CL ST A : 1 0 + 2 4 . 1 5 EL : 4 8 5 6 . 7 0 0.40% 5' OF 12" PVC @ 0.22% SE INV IN=4852.98 NW INV OUT=4852.88 CB #16 STA=12+18.12, 26.50' L GRATE=4856.10 12" SE INV IN=4852.87 12" SW INV OUT=4852.77 SDMH #7 STA=12+18.12, 31.00' L RIM=4856.60 SUMP=4850.60 NW INV OUT=4853.10 CB #15 STA=12+18.12, 26.50' R GRATE=4856.10 FUTURE TBC FUTURE TBC 0.42% 0.42% W E S N 020'20'10' SCALE: 1" = 20' 11 PP - 4 PL A N & P R O F I L E P I O N E E R R O A D S T A T I O N S 1 0 + 0 0 T O 1 6 + 0 0 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p p i o n e e r r o a d . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 0 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B PIONEER ROAD 2. SEE ADDITIONAL PLAN & PROFILE SHEETS FOR INTERIOR SITE INFORMATION. MA T C H L I N E ST A : 1 0 + 0 0 FUTURE PIONEER ROAD 11/13/25 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 1+50 65' OF EX. 8" WL 204' OF EX. 8" WL 120' OF 10" PVC @ 0.21% 10" S INV IN=4841.16 8" E INV IN=4845.16 10" N INV OUT=4841.16 SSMH #1 STA=1+13.24, 10.39' R RIM=4854.70 148' OF 10" PVC @ 0.21% N INV OUT=4851.40 CB #1 STA=1+06.72, 0.00' L GRATE=4854.40 65' OF 12" PVC @ 0.22% S INV IN=4851.26 E INV OUT=4851.16 SDMH #1 W/ SLOTTED GRATE STA=0+41.90, 0.00' L GRATE=4854.40 INFILTRATION BED SEE STORM TABLES VALLEY GUTTER FL (DROP INV=4841.33) X X X X X X X X X X X X X X X X X X X X X X X (10''SS(10''SS(10''SS(10''SS(10''SS(10''SS(10''SS(10''SS 8''W8''W8''W8''W8''W8''W8''W8''W 40 39 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W G B G B G B G B G B G B G B G B G B 6''W (12''SD(12''SD (8 ' ' S S (8 ' ' S S (8 ' ' S S (8 ' ' S S (8 ' ' S S 0+00 1+00 1+50 SDMH #1 W/ SLOTTED GRATE CB #1 65' OF 12" PVC @ 0.22%6' OF 12" PVC @ 0.22% 11 10 9 2 3 FF: 57.15 FF: 57.15 6 2 3 3 26 . 2 8 ' TBC/MX: 56.75 TBC: 56.89 TBC: 57.00 TBC: 57.00 TBC/GB: 57.00 TBC: 56.60 TBC: 56.70 TBC: 57.00 TBC/MX: 56.32± TBC: 56.40 TBC: 55.93 TBC: 55.80 TBC: 55.30 TBC: 55.70 TBC: 55.50 TBC/HP: 55.70 TBC: 55.50 TBC: 55.80 TBC: 55.40 TBC/GB: 55.80 TBC: 55.70 VG FL: 54.80 VG FL: 54.70 2 3 2 3 EX. SSMH 4 SSMH #1 1 1 2 6 8 5 2 6 42 40 41 39 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W G B G B G B 6''W (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 0+00 1+00 1+60 3 FF: 57.15 FF: 57.15 TBC/MX: 56.75 TBC: 56.89 TBC: 57.00 TBC: 57.00 TBC/GB: 57.00 TBC: 56.60 TBC: 56.70 TBC: 57.00 2 3 2 3 1 2 6 8 3 4 3 4 1 3 2 566 8 FF: 57.60 FF: 57.60 3 22 6 3 4 3 4 CO R N E L I S O N A V E N U E 49 46 48 45 47 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 6' ' W (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 0+00 1+00 1+60 SSMH #2 3 4 1 2 3 3 3 22 22 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.60 TBC: 57.00 TBC: 57.12 TBC: 57.17 TBC: 57.21 3 2 1 FF: 57.80 2 5 8 6 6 8 8 3 4 3 4 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 1+60 EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 5' M I N B U R Y 8" SS CROSSING 8" GATE VALVE STA:1+42.43 OFF:0.00' L 131' OF 8" WL 5' OF 8" WL 8"x8" TEE STA:1+47.43 OFF:0.00' 6' OF 8" WL 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 1+60 18 " M I N SE P A R A T I O N 45° ELBOW STA:1+36.29 OFF:0.00' R 90° ELBOW STA:0+05 OFF:0.00' R 20' OF 8" WL 6' OF 8" WL 8" GATE VALVE STA:1+42.43 OFF:0.00' R 5' OF 8" WL 90° ELBOW STA:1+47.43 OFF:0.00' R EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 5' M I N B U R Y 45° ELBOW STA:1+16.29 OFF:0.00' R 5' OF 8" WL 45° ELBOW STA:1+11.29 OFF:0.00' R SS CROSSING 12 PP - 5 PL A N & P R O F I L E A L I G N M E N T S D , E , & F Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t d _ e _ 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 0 P M 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B W E SN 020'20'10' SCALE: 1" = 20' ALIGNMENT "E" W E SN 020'20'10' SCALE: 1" = 20' ALIGNMENT "F" W E SN 020'20'10' SCALE: 1" = 20' 11/13/25 X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 4855.20 SSMHN 14.35 S14.35 CO R N E L I S O N A V E N U E 49 4642 484440 454143 4739 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 6' ' W 6' ' W 6''W (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 1 11 2 3 2 2 2 3 2 3 2 2 FF: 57.15 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.80 FF: 57.60FF: 57.60FF: 57.60FF: 57.60FF: 57.15 6 20' EX. EASEMENT TRASH ENCLOSURE TBC: 55.80 TBC/MX: 56.40 TBC/MX: 56.75 TBC: 56.89 TBC: 57.00 TBC: 55.70 FL VG: 54.70 TBC: 55.50 FL VG: 54.70 TBC: 55.70 TBC: 55.30 8 6' 6'6' 5' 8 TBC: 55.95 2 3 2 2 3 2 0+00 1+00 2+00 2+60 3 1 2 3 3 8 8 8 8 8 6 6 6 6 6 3 3 4 3 434 3 4 SDMH #1 W/ SLOTTED GRATE 8 8 34 3434 3 434 10 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 2+60 251' OF 8" WL251' OF 8" WL 90° ELBOW STA:2+56 OFF:0.00' 90° ELBOW STA:0+04.94 OFF:0.00' EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 5' M I N B U R Y W E S N 020'20'10' SCALE: 1" = 20' 13 PP - 6 PL A N & P R O F I L E A L I G N M E N T G Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t g . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 0 P M ALIGNMENT "G" 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B 11/13/25 X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 49 454143 4739 3837 50 6.79 AC. (R 1 ) ( R 2 ) S 3 0 ° 0 8 ' 0 8 " W CO M P A C T A 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 GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB 12''SD)12''SD)12''SD)12''SD)12''SD)12''SD)12''SD)12''SD) 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6''W 6' ' W 6' ' W (1 2 ' ' S D (1 2 ' ' S D CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W ( 1 2 ' ' S D 1 11 2 2 2 3 3 22 1 FF: 57.80 FF: 57.60FF: 57.60FF: 57.60FF: 57.60FF: 57.15 6 9 TBC: 57.00 TBC: 57.00 TBC: 57.00 TBC: 57.00 TBC: 55.50 TBC: 55.50 FL VG: 54.50 FL VG: 54.70 TBC: 55.70 8 6' 6'6' 5' 8 2 3 2 2 3 2 3 0+00 1+00 2+00 3+00 4+00 4+20 SDMH #1 W/ SLOTTED GRATE SSMH #1 SSMH #21 33 33 6 6 6 6 55 TBC/GB: 56.88 TBC/GB: 55.62 TBC: 56.59 TBC: 56.60 TBC: 56.52 TBC: 56.90 TBC: 56.90 TBC: 56.90 TBC/GB: 57.05 TBC: 55.60 TBC: 55.75 TBC: 55.65TBC: 55.55 TBC: 55.25 TBC: 55.20 TBC: 55.35 TBC: 55.44 TBC: 55.20 TBC: 55.60 TBC: 55.80TBC: 55.60 TBC: 55.50 TBC/LP: 55.20 TBC: 55.76 TBC: 55.70 TBC/LP: 55.20 TBC: 55.80 TBC: 57.12 TBC: 57.17 TBC: 57.21 TBC: 56.90 TBC: 56.50 TBC: 56.60 TBC: 57.00 TBC: 56.70 TBC: 56.60 2 8 8 222 TBC: 55.40 SDMH #2 10 11 CB #2 9 CB #3 9 TBC/GB: 55.80 2 34 3 4 3 CB #49 SDMH #3 W/ SLOTTED GRATE 10 3 2 3 4 2 3 6 34 3434 CB #1 FF: 56.70 FF: 56.80 FF: 57.15 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.60 7 TBC/HP: 55.40 10 FL VG: 54.80 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+00 4+00 4+20 W INV IN=4851.41 S INV IN=4851.34 E INV OUT=4851.24 CB #3 STA=1+37.57, 36.32' R GRATE=4854.60 E INV OUT=4851.60 CB #2 STA=0+49.71, 36.93' R GRATE=4854.60 88' OF 12" PVC @ 0.22% 78' OF 12" PVC @ 0.22% 12" W INV IN=4851.07 12" E INV OUT=4850.97 SDMH #2 STA=2+15.38, 40.94' R RIM=4856.06 5' OF 12" PVC @ 0.22% 13' OF 12" PVC @ 0.22%12" NW INV OUT=4850.98 SDMH #3 W/ SLOTTED GRATE STA=2+98.27, 63.58' R RIM=4854.50 8"x8" TEE STA:0+12.10 OFF:0.00' (CONTRACTOR TO FIELD VERIFY LOCATION & INV. OF EX. MAIN) 150' OF 8" WL101' OF 8" WL 40' OF 8" WL 78' OF 8" WL 8" GATE VALVE STA:0+17.10 OFF:0.00' 5' OF 8" WL 8"x6" TEE STA:0+95.57 OFF:0.00' 8"x8" TEE STA:1+35.31 OFF:0.00' L 90° ELBOW STA:3+86.44 OFF:0.00' INSTALL FH STA: 4+02.15 OFF: -11.15' 10" S INV IN=4841.16 8" E INV IN=4845.16 10" N INV OUT=4841.16 SSMH #1 STA=0+18.99, 21.09' L RIM=4854.70 8" W INV OUT=4849.00 SSMH #2 STA=3+99.57, 21.09' L RIM=4857.00 381' OF 8" PVC @ 1. 0 1 % (DROP INV=4841.33) 90° ELBOW W/ 6" REDUCER (N) STA:4+02.15 OFF:0.00' EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 5' M I N B U R Y INSTALL FH STA: 0+95.57 OFF: -12.60' W E S N 020'20'10' SCALE: 1" = 20' 14 PP - 7 PL A N & P R O F I L E A L I G N M E N T H Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 1 P M ALIGNMENT "H" 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B 11/13/25 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 30 363534333231 (R1)(R2)N89°46'28"E 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 GBGBGBGBGBGBGB (8''SS 6''W 8''W 6''W 6''W6''W6''W 6' ' W 6' ' W 3 43 2 2 3 4 7 28 CONNECT TO EXISTING 8" WATER MAIN 5 6 1 1 6 6 6 6 6 8 6' 6' 4' 2 FF: 57.15FF: 57.05FF: 57.05FF: 57.05FF: 57.05FF: 57.05 FF: 57.05 TBC: 56.90 TBC: 56.90 TBC: 56.90 TBC: 57.00 TBC: 56.60 TBC: 56.60 TBC: 57.00 0+00 1+00 2+00 3+00 3+80 18 ' 43 43 43 43 3 2 3 2 3 2 3 2 3 3 1 2 2 8 6 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+00 3+80 8"x8" TEE STA:3+65 OFF:0.00' (CONTRACTOR TO FIELD VERIFY LOCATION & INV. OF EX. MAIN) 349' OF 8" WL 8" GATE VALVE STA:3+60 OFF:0.01' R 5' OF 8" WL 90° ELBOW STA:0+10.66 OFF:0.00' 5' M I N B U R Y EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT W E S N 020'20'10' SCALE: 1" = 20' 15 PP - 8 PL A N & P R O F I L E A L I G N M E N T I Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t i . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 1 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B 11/13/25 FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FLFL FL TO P TO P TO P TO P TO P T O P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P TO P T O E T O E T O E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EG EG SS SS X X X X X X X X X X X X X X X 30 32 31 29 28 252627 21 2324 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS GB GB GB GB GB GB GB GB GB GB GB 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 6'' W 6' ' W 6' ' W 6' ' W G B 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' ' W 8' ' W 8' ' W 8' ' W 8' ' W 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R 24 ' ' G I R R E G EG EG EG 8 2 3 6 2 1 8 2 5 5 2 10 12 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 FF: 57.05FF: 57.05FF: 57.05 FF: 57.35 FF: 57.35 FF: 57.50 FF: 57.55 FF: 57.90 FF: 57.55 FF: 57.55 FF: 57.90 FF: 57.05 2 3 2 3 6' TBC: 57.40TBC: 57.30TBC: 57.20TBC: 56.90TBC: 56.90TBC: 56.90 TBC: 57.20 PI O N E E R R O A D 0+00 1+00 2+00 3+00 4+00 5+00 5+40 43434343434343434 6 6 6 6 6 6 6 6 6 10' PUE SDMH #10 CB #22 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+00 4+00 5+00 5+40 5' OF 8" WL 8" GATE VALVE STA:5+31.47 OFF:0.00' 359' OF 8" WL 108' OF 8" WL 53' OF 8" W L 8" GATE VALVE STA:0+11.49 OFF:0.00' 5' OF 8" WL 8"x8" TEE STA:1+72.25 OFF:0.00' 8"x6" TEE STA:0+63.99 OFF:0.00' 8"x8" TEE STA:5+36.47 OFF:0.00' 90° ELBOW STA:0+06.49 OFF:0.00' 5' M I N B U R Y EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT W E S N 020'20'10' SCALE: 1" = 20' 16 PP - 9 PL A N & P R O F I L E A L 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 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 1 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B ALIGNMENT "A" 11/13/25 X X X (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 3837 8''W GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB G B G B G B G B G B 1 2 ' ' S D ) 1 2 ' ' S D ) (8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS 8'' W 6''W 8''W 8''W 8''W 8''W ( 1 2 ' ' S D 9 1 2 3 2 3 FF: 56.70 FF: 56.80 2 TAND E M P A R K I N G TBC: 57.00 TBC: 56.60 TBC/LP: 56.40 TBC: 56.60 TBC: 57.00 TBC: 56.70 TBC: 56.60 TBC: 57.00 TBC/LP: 56.70 TBC: 56.60 TBC: 56.60 TBC: 56.50 4 4 3 2 TBC: 56.90 TBC: 56.80 TBC: 56.80 0+00 1+00 18 ' 20 ' 20' TBC/LP: 55.00 CB #5 19' SSMH #3 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 10" S INV IN=4841.41 8" E INV IN=4845.58 10" N INV OUT=4841.41 SSMH #3 STA=0+15.01, 0.00' RIM=4856.50 146' OF 8 " P V C @ 2 . 6 1 % (DROP INV=4841.58) EX. 8" WATER LINE EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 12 GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB (8''SS(8''SS(8''SS(8''SS(8''SS(8''SS (8''S S CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A CO M P A C T A FF: 57.45 FF: 57.45 2 3 2 3 13 TBC: 57.00 TBC: 56.50 3 TBC: 57.35 TBC: 56.90 TBC: 56.80 TBC: 56.80 TBC: 56.90 TBC: 57.00 TBC: 57.30 TBC: 57.30 TBC: 57.00 TBC: 56.85 TBC: 57.15 TBC: 56.80 TBC: 56.50 TBC: 56.75 TBC: 56.50 TBC: 55.60 TBC: 55.65 TBC: 55.55 TBC: 55.30 TBC: 56.80 2+00 3+00 3+20 SSMH #41 SSMH #5 19' 20 ' 26 ' 20'25' SDMH #8 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 2+00 3+00 3+20 8" SE INV IN=4849.50 8" W INV OUT=4849.40 SSMH #4 STA=1+61.32, 0.00' RIM=4855.80 138' OF 8" PVC @ 1.0 0 % 8" NW INV OUT=4850.88 SSMH #5 STA=2+99.17, 0.00' L RIM=4856.30 W E S N 020'20'10' SCALE: 1" = 20' 17 PP - 1 0 PL A N & P R O F I L E A L I G N M E N T J Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 2 P M ALIGNMENT "J" STA: 0+00 TO 1+50 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B W E S N 020'20'10' SCALE: 1" = 20' ALIGNMENT "J" STA:1+50 TO 3+20 MA T C H L I N E ST A : 1 + 5 0 MA T C H L I N E ST A : 1 + 5 0 10' PUE 10' SETBACK 11/13/25 30 29 28 252627 19 20 21 22 2324 CO M P A C T B 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 (8''SS (8''SS (8''SS 12 ' ' 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 GB GB 6'' W 6' ' W 6' ' W G B G B G B G B G B G B G B G B G B 12''SD)12''SD) 8' ' S S ) 8' ' S S ) 8' ' S S ) 8' ' S S ) 8' ' S S ) 8' ' S S ) 8' ' S S ) 12 ' ' S D ) CO M P A C T B 6''W 6''W 6''W6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W6''W 6''W6''W6''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 6' ' W 6' ' W 6' 6' 6'TBC: 56.90 TBC: 56.90 TBC: 56.60 TBC: 56.60 TBC: 56.90 TBC: 56.45 TBC: 56.45 TBC: 56.90 TBC: 57.20 TBC: 57.20 TBC: 57.30 TBC: 57.40 TBC: 57.10TBC: 57.10 TBC: 57.40 TBC: 57.40 TBC: 57.00 TBC/LP: 55.60 TBC: 55.85 TBC: 55.90 TBC: 56.00 TBC: 55.85 TBC: 55.70 TBC/LP: 55.40 TBC/LP: 55.60 TBC: 56.70 TBC: 56.90 TBC: 56.85 TBC: 56.30 TBC: 56.40 TBC: 56.70 TBC/LP: 55.10 TBC: 55.35 TBC: 55.45TBC: 55.45 TBC: 55.35 FF: 57.05 FF: 57.05 FF: 57.35 FF: 57.35 FF: 57.50 FF: 57.55 FF: 57.90 FF: 57.55 FF: 57.55 FF: 57.90 FF: 57.90 FF: 57.55 FF: 57.05 FF: 57.05 FF: 57.00 FF: 56.50 10' PUE 0+00 1+00 2+00 3+00 TBC: 55.51 SSMH #7 SSMH #8 CB #11 CB #12 CB #13 48' OF 12" PVC @ 0.22% CB #9 3 2 9 3 3 3 7 9 9 4 9 23 8 88 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 3 2 3 1 1 1 8 5 8 2 1 3 434 20 ' 28 ' 20 ' 20 ' 18' 34 34 34 34 18'26'20'20'24' 12' OF 12" PVC @ 0.22% 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+00 146' OF 8" WL 8" 90° ELBOW W/ 6" REDUCER (E) STA:2+35.03 OFF:15.00' L 8"x8" TEE STA:0+89.12 OFF:15.00' L INSTALL FH STA: 2+34.84 OFF: -33.56' 8" S INV IN=4846.86 8" E INV OUT=4846.76 SSMH #7 STA=0+20, 0.00' RIM=4855.65 245' OF 8" PVC @ 0.40% 8" N INV OUT=4847.84 SSMH #8 STA=2+64.57, 0.00' RIM=4856.25 EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 5' M I N B U R Y W E SN 020'20'10' SCALE: 1" = 20' 18 PP - 1 1 PL A N & P R O F I L E A L I G N M E N T B Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 2 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B ALIGNMENT "B" 11/13/25 (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 3635343332 8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS) (8 ' ' S S (8 ' ' S S GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB G B G B G B G B 1 2 ' ' S D ) 1 2 ' ' S D ) 1 2 ' ' S D ) 1 2 ' ' S D ) (12''SD(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD12''SD)12''SD)12''SD)12''SD)12''SD)12''SD)12''SD) (8''SS(8''SS(8''SS(8''SS(8''SS(8''SS 8'' W 8'' W 8''W 8''W 8''W 8''W 6''W 6' ' W 3 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.15 2 3 2 3 2 3 7 6 2 1 1 2 1 1 8 3 10 9 9 TBC: 56.90 TBC: 56.60 TBC: 56.60 TBC: 56.90 TBC: 56.90TBC: 56.90 TBC: 57.00 TBC: 56.60 TBC: 55.40TBC: 55.40 TBC: 55.50TBC: 55.35 TBC: 55.45 TBC: 55.10 FL VG: 54.50 TBC: 55.10 FL VG: 54.50 TBC: 55.10 FL VG: 54.50 FL VG: 54.90 TBC: 55.90 TBC: 55.90 TBC: 56.60 TBC: 57.00 TBC: 56.60 TBC: 56.70 TBC: 57.00 TBC: 57.15 TBC: 57.15 TBC: 55.75 TBC: 55.50 TBC: 55.10 FL VG: 54.50 FL VG: 54.90 4 TBC/LP: 56.40 5 2 1 11 0+00 1+00 2+00 3+00 4+ 0 0 SSMH #7 SSMH #6 18 ' 20 ' 18 ' 18 ' 20 ' CB #59 6 2 1 2 3 1 7 20' SSMH #3 TBC/HP: 55.51 6' 6' 2 3 CB #8 CB #7 SDMH #410 9 CB #9 9CB #6 8 6 ' O F 1 2 " P V C @ 0 . 2 2 % 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+00 4+00 10" S INV IN=4841.55 8" W INV IN=4845.70 10" N INV OUT=4841.55 SSMH #6 STA=2+92.08, 0.00' RIM=4855.60 8" S INV IN=4846.86 8" E INV OUT=4846.76 SSMH #7 STA=0+25.84, 0.00' R RIM=4855.65 266' OF 8" PVC @ 0.40% (DROP INV=4841.72) 8"x8" TEE STA:2+84.50 OFF:11.02' L 5' OF 8" WL 8" GATE VALVE STA:2+89.50 OFF:11.00' L 90' OF 8" WL 8' OF 8" WL 8" ELBOW STA:3+79.37 OFF:11.01' L 8"X6" TEE STA:3+86.34 OFF:7.00' L EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT E INV OUT=4851.40 CB #9 STA=0+58.09, 33.01' R GRATE=4854.40 133' OF 12" PVC @ 0.22% W INV IN=4851.11 E INV OUT=4851.01 CB #8 STA=1+91.59, 33.00' R GRATE=4854.40 5' OF 12" PVC @ 0.22% E INV IN=4850.98 W INV IN=4851.00 N INV OUT=4850.90 SDMH #4 STA=1+96.75, 33.00' R GRATE=4855.10 5' OF 12" PVC @ 0.22% E INV IN=4851.09 W INV OUT=4850.99 CB #7 STA=2+01.92, 33.00' R GRATE=4854.40 143' OF 12" PVC @ 0.22% N INV IN=4852.61 W INV OUT=4851.40 CB #6 STA=3+44.42, 33.00' R GRATE=4854.47 5' M I N B U R Y 3 12 4 GB GB GB GB GB GB GB GB 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 3 6 4 3 4 6 1 FF: 57.45 FF: 57.45 FF: 57.85FF: 57.85 TBC: 57.35 TBC: 57.15 TBC: 57.15 TBC: 55.75 TBC: 55.10 FL VG: 54.50 5+804+00 5+00 4 3 343 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4+00 5+00 5+80 INSTALL FH STA: 5+75.90 OFF: 0.00' 191' OF 8" WL W E S N 020'20'10' SCALE: 1" = 20' 19 PP - 1 2 PL A N & P R O F I L E A L 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 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 2 P M ALIGNMENT "K" STA: 0+00 TO 4+00 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B MA T C H L I N E ST A : 4 + 0 0 MA T C H L I N E ST A : 3 + 4 8 . 6 4 ALIGNMENT "K" STA: 4+00 TO 5+80 W E S N 020'20'10' SCALE: 1" = 20' 11/13/25 (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 11 29 28 27 13 12 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 GB GB (12''SD(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD12''SD)12''SD)12''SD)12''SD)12''SD)12''SD)12''SD) GBGBGBGBGBGBGBGBGBGB 8''W8''W (12 ' ' S D 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8' ' W 8' ' W 8' ' W 6''W 6' ' W 6' ' W 6' ' W 6' ' W 9 9 9TBC/LP: 55.10 FL VG: 54.50 TBC/LP: 55.10 FL VG: 54.50 TBC/LP: 55.10 FL VG: 54.50 FL VG: 54.90FL VG: 54.90 0+00 1+00 2+00 3+00 4+00 CB #9 TBC: 55.29 TBC: 55.45 TBC: 55.51 CB #8 CB #7 TBC: 55.50 3 3 2 4 2 3 20 ' 20 ' 20'20' 2 5 34 34 3 4 2 5 3 4 3 4 24 ' 5 TBC: 56.70 TBC: 56.40 TBC: 56.30 TBC: 56.90 TBC: 56.85 TBC: 56.70 TBC: 56.90 TBC: 56.90 TBC: 56.45 TBC: 56.45 TBC: 56.65 TBC: 56.40 TBC: 56.30 5 2 TBC: 56.20 TBC: 56.10 TBC: 55.70 TBC/LP: 55.50 FF: 57.00 FF: 57.00 FF: 57.00 FF: 57.35 FF: 57.35 FF: 57.05 7 8 6' 6' 6' 6.3' 6' 6 6 2 3 2 3 2 3 7 26 '1 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+00 4+00 Null Structure STA:3+58.97 OFF:55.05' R 5' OF 8" WL 8" GATE VALVE STA:0+10.48 OFF:0.00' 105' OF 8" WL 238' OF 8" WL 8" GATE VALVE STA:3+53.98 OFF:0.00' 5' OF 8" WL 5' OF 8" WL 8" GATE VALVE STA:3+63.97 OFF:55.05' R 8"x8" TEE STA:3+58.97 OFF:0.00' 8"x8" TEE STA:0+05.47 OFF:0.00' 8"x8" TEE STA:1+15.59 OFF:0.00' EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 5' M I N B U R Y INSTALL FH STA: 3+79.08 OFF: 46.53' 8"x6" TEE STA:3+79.08 OFF:55.05' R ( 1 0 ' ' S S 4855.63 SSMH N13.80 S13.75 8 7 3 5 4 6 GB GB GB GB GB GB GB GB GB GB 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8 2 3 2 3 2 3 2 3 FF: 57.85FF: 57.85TBC: 57.15 TBC: 55.75 TBC: 55.50 TBC: 55.50 TBC: 55.10 FL VG: 54.50 9 FF: 57.85 FF: 57.85 4+00 5+00 6+00 6+20 TBC: 56.70 TBC: 56.20 TBC: 56.10 TBC: 57.15 TBC: 55.40 5' SSMH #14 8 3 4 3 4 34 34 1 10' PUE 20' 26' 7 1 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4+00 5+00 6+00 6+20 INSTALL FH STA: 6+13.56 OFF: 43.61' 69' OF 8" WL 145' OF 8" WL 8" ELBOW STA:4+69.95 OFF:26.95' R 8"x6" TEE STA:3+79.08 OFF:55.05' R W E S N 020'20'10' SCALE: 1" = 20' 20 PP - 1 3 PL A N & P R O F I L E A L I G N M E N T L Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t l . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 2 P M ALIGNMENT "L" STA: 0+00 TO 4+00 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B MA T C H L I N E ST A : 4 + 0 0 MA T C H L I N E ST A : 4 + 0 0 ALIGNMENT "L" STA: 4+00 TO 6+20 W E S N 020'20'10' SCALE: 1" = 20' 11/13/25 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 4840 4842 4844 4846 4848 4850 4852 4854 4856 4858 4860 0+00 1+00 2+00 3+003+00 EXISTING GROUND AT ALIGNMENT APPROXIMATE FINISHED GRADE AT ALIGNMENT 8" NE INV OUT=4847.90 SSMH #10 STA=0+94.20, 7.30' R RIM=4856.10 197' OF 8" PVC @ 1 . 0 0 % 8" N INV OUT=4847.84 SSMH #8 STA=0+08.02, 6.44' R RIM=4856.25 10" S INV IN=4841.93 8" SW INV IN=4845.93 10" N INV OUT=4841.93 SSMH #9 STA=2+90, 0.00' RIM=4856.00 (DROP INV=4842.10) EX. 8" WATER LINE N INV IN=4851.89 SE INV OUT=4851.79 CB #12 STA=0+48.32, 37.31' L GRATE=4855.00 12' OF 12" PVC @ 0.22% NW INV IN=4851.76 E INV OUT=4851.66 CB #13 STA=0+59.61, 32.41' L GRATE=4854.90 49' OF 12" PVC @ 0.22% 12" W INV IN=4851.55 12" N INV IN=4851.88 12" E INV OUT=4851.45 SDMH #6 STA=1+18.10, 24.18' L RIM=4855.30 5' OF 12" PVC @ 0.22% S INV OUT=4851.90 CB #14 STA=1+22.44, 33.74' L GRATE=4854.90 STORM INFILTRATION CHAMBER (SEE TABLES ON SHEET 7/C-5) (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S (1 0 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 14 18 16 10 Park COMPACT B (8 ' ' S S (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) 8''SS) 8''SS) 8''SS) GB GB GB GB GB GB GB GB GB GB GB GB G B G B G B G B G B G B G B G B G B G B G B G B G B 6''W 6''W6''W6''W GB GB GB GB GB GB GB GB GB 12 ' ' S D ) 12 ' ' S D ) 12''SD) 12''SD) (12 ' ' S D COMPACT B COMPACT B COMPACT B COMPACT B COMPACT B 8' ' W 8' ' W 8' ' W 6''W 6''W FF: 56.50 FF: 57.90 FF: 57.90 FF: 57.90 FF: 58.00 FF: 57.90 2 3 2 11 6' 7 9 9 TBC: 57.10TBC: 57.10 TBC: 57.40 TBC: 57.40 TBC: 57.40 TBC: 57.00TBC: 57.00 TBC: 55.70 TBC/LP: 55.60 TBC: 55.85 TBC: 55.87 TBC: 56.00 TBC: 55.85 TBC: 55.70 TBC/LP: 55.42 TBC: 55.60 TBC/LP: 55.40 TBC: 56.00 1 1 1 1TBC: 57.60 1 2 3 3 6 ' 8 8 8 5' 3 6 6 2 3 2 3 0+00 1+00 2+00 3+003+00 CB #12 12' OF 12" PVC @ 0.22% CB #13 49' OF 12" PVC @ 0.22% SDMH #6 CB #14 5' OF 12" PVC @ 0.22% 11' OF 12" PVC @ 0.22% 4 8 SSMH #8 2 3 SSMH #10 9 10 4 SSMH #9 6' 6' STEPS REQUIRED FF: 57.00 FF: 57.00 FF: 57.00 2 3 2 3 2 3 11 SDMH #510 4 28' 2 6 ' 1 9 ' 1 9 ' 16 ' 20 ' 20' 7 TBC: 57.15 TBC: 56.75TBC: 56.70 W E S N 020'20'10' SCALE: 1" = 20' 21 PP - 1 4 PL A N & P R O F I L E A L I G N M E N T M Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 p & p a l i g n m e n t m . 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 3 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 KEYMAP W E S N 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 1 ON SHEET D-1. 6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG STANDARDS. SEE DETAIL 2 ON SHEET D-1. 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" WATER SERVICE SPLIT FROM 6" FIRE LINE W/ 2" TEE & 2" GATE VALVE PER DETAIL 7 ON SHEET D-2. TRANSITION CURB (LIP UP TO LIP DOWN). 8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1. WATER CONSTRUCTION ITEMS 8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS) BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2. 1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1. 1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'. NOTES: 6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS. 1 2 4 6 1 2 5 1 2 3 5 6 7 8 3 9 7 8 9 10 11 12 4 31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1. 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING. INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL. INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS. SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON PLANS. CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO N E E R R O A D A V E C O R N E L I S O N CATCH BASIN PER ISPWC STANDARD DRAWING SD-601. A B D E F G H I J K K L L M A B ALIGNMENT "M" 11/13/25 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 d e t a i l 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 3 P M 22 D- 1 DE T A I L S MIN. GRADE 1/4"/FT.(2%) "E" "D" CAP OR PLUG AND INSTALL SERVICE LINE MARKER PER SD-512 (TYP.) ABSOLUTE MIN. GRADE 1/8"/FT.(1%) 4"-1/8 OR 1/16 BEND AS NEEDED MIN. GRADE 1/4"/FT.(2%) "C" "B" "A" TYPE C TEE OR APPROVED CONNECTION NOTES: TYPE E 45° TYPE A & D TEE OR APPROVED CONNECTION LP 45 ° M A X . 1/8 LONG RADIUS BEND TYPE B 45 ° M A X . GASKET ALL JOINTS CONCRETE COLLAR FINISHED GRADEFRAME & COVER 45° FL O W SHE L F SH E L F SHE L F MANHOLE NOTES: 5" FLEXIBLE RUBBER GASKET PRECAST MONOLITHIC CONCENTRIC CONE SECTION PRECAST CONCRETE MANHOLE-BARREL SECTIONS AS REQ'D PREFABRICATED BASE. UNDISTURBED EARTH A 4 A P P R O V E D BE D D I N G 6" MIN31 " 48" DIA 9 M I N RUBBER BOOT .7 5 X D i P I P E 1.PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. 2.WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. 3.UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO DOWNSTREAM INVERT. FOR PIPE SLOPES GREATER THAN 2.5% SLOPE, SEE PLAN & PROFILE. PLAN DETAIL NOT TO SCALE SEWER MANHOLE SECTION1 NOT TO SCALE 6" SANITARY SEWER SERVICE LINES DETAIL2 NOT TO SCALE TYPICAL SEWER TRENCH DETAIL3 4" M I N 6" M I N TYPICAL STREET/OPEN FIELD 6' - 0 " M I N . B U R Y ( T Y P . ) NATIVE MATERIAL COMPACTED AS PER CITY REQUIREMENTS AND ISPWC PIPE BEDDING 4" M I N 6" M I N TYPICAL STREET 6' - 0 " M I N . B U R Y ( T Y P . ) FLOWABLE FILL AS PER CITY OF REXBURG SPECIFICATIONS PIPE BEDDING 12" (MIN.) UNDISTURBED EARTH (TYP.) EXISTING BASE FOUNDATION STABILIZATION TYPE I BEDDING MATERIAL PIPE TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. UPPER & LOWER BACKFILL ZONE MATERIAL & COMPACTION TO MATCH REQUIREMENTS OF STORM DRAIN TRENCH SECTION (DETAIL 1/SD-1). LOWER BACKFILL ZONE. MATERIAL & COMPACTION TO MATCH REQUIREMENTS OF LOWER BACKFILL ZONE OF STORM DRAIN PIPE SECTION. DETAIL (1/SD-1). FINISH GRADE SURFACE REPAIR WIDTH OR LOCAL CUT BACK REQUIREMENTS TYPICAL BOTH SIDES. EXISTING SURFACENEW PAVEMENT SECTION Do+24" SE E N O T E 2 VA R I E S P E R PI P E S I Z E 2' - 6 " VA R I E S 0. 3 5 ' M I N 0. 5 4 ' M I N Do NOT TO SCALE TYPICAL MISC TRENCH DETAIL4 SUBGRADE OR NATURAL GROUND 90°90° 90°90° NOT TO SCALE PIPE BEDDING DETAILS10NOT TO SCALE VALLEY GUTTER6 NOT TO SCALE FIRE HYDRANT DETAIL5 1.ALL SERVICE LINES TO BE 4" INSIDE DIAMETER UNLESS OTHERWISE NOTED. 2.TYPE "C" SERVICE WILL ONLY BE ALLOWED IF SPECIFICALLY APPROVED BY THE ENGINEER. 3.TYPE "E" ALLOWABLE FOR TRENCHES 15 FT. DEEP OR GREATER WITH PRE-APPROVAL BY THE ENGINEER. 4.USE 6" OF TYPE I BEDDING ALL AROUND EACH SERVICE. FINISH GRADE FINISH GRADE MIN. GRADE 1/4"/FT.(2% ) 2-45° BENDS STANDARD TRENCH DETAIL ON PRIVATE PROPERTY STANDARD TRENCH DETAIL ON PUBLIC ROAD 6" M I N 6" M I N 6' - 0 " M I N TYPE 1 AGGREGATE BEDDING (2"x8"x12") CONCRETE BLOCK THRUST BLOCK DO NOT COVER DRAIN HOLES WITH CONCRETE PLACE SAFETY FLANGE OR FLANGE WITH BREAK AWAY BOLTS 2" MIN. 8" MAX ABOVE GRADE HYDRANT SHALL BE FACTORY PAINTED RED STORZ CONNECTION MJ JOINT FLANGED JOINT TEE DI LINE TO CITY MAINLINE THRUST BLOCK VALVE VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE CONCRETE COLLAR FINISHED GRADE VALVE BOX SET TO FINISHED GRADE PIPE BEDDING FOR RIGID PIPE PIPE BEDDING DETAIL FOR FLEXIBLE PIPE SHAPED SUBGRADE GRANULAR FOUNDATION SHAPED SUBGRADE GRANULAR FOUNDATION COMPACT 1" MAX. BACKFILL IN 6" LAYERS TO 95% OR ASTM D-698 COMPACT 1" MAX. BACKFILL IN 6" LAYERS TO 95% OR ASTM D-698 COMPACT APPROVED BEDDING MATERIAL TO 95% OF ASTM D-698 COMPACT APPROVED BEDDING MATERIAL TO 95% OF ASTM D-698 6" M I N 12" MAX3" 6" M I N 12" MAX SHAPED UNDISTURBED SOIL. EXCAVATED FOR BELL HOLES. SHAPED UNDISTURBED SOIL. EXCAVATED FOR BELL HOLES. 6" M I N 12" MAX3" 6" M I N 12" MAX 2" OF PLANT MIX PAVEMENT UNDISTURBED EARTH 9" OF GRANULAR BORROW/PITRUN 3" OF 3/4" GRAVEL ROADBASE 6" 1' 6" AGGREGATE BASE 1'-0" 1'-6" 6" 4"6" 6" 1' 6" AGGREGATE BASE 1'-0" 1'-6" 6" 4" 6" NOT TO SCALE TYPICAL PARKING LOT/ DRIVEWAY SECTION9 NOT TO SCALE LIP DOWN CURB8 NOT TO SCALE LIP UP CURB7 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 8" 4'11 4" 2" ℄ NOTE: 4" OF 3 4" COMPACTED AGGREGATE BASE SHALL BE REQUIRED UNDER ALL CROSS DRAINS AND CONCRETE. #4 REBAR @ 12" O.C. BOTH WAYS 11/13/25 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 d e t a i l 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 3 P M 23 D- 2 DE T A I L S 7" 1.73' 2' - 6 " 0.2' TYP. 0. 2 ' BR O K E N ST O N E 1-1/2"-2" WASHED BROKEN STONE ASPHALT CULTEC 410 FILTER FABRIC TO SEPARATE TOPSOIL FROM WASHED STONE CURB & GUTTER STORM TECH SC-740 CHAMBER INFILTRATOR PRECAST SOLID FLOOR AND LOWER MH SECTION 1. 2 ' 12"Ø PVC TO INFILTRATOR INFILTRATOR 12" TO 24" 12"Ø INLET FROM CATCH BASIN. EXTEND INTO INNER SEPARATOR RING STANDARD MH RING & COVER FLUSH WITH GROUND SURFACE (GRATE NOT RING IN COURTYARD) STANDARD MH CONE SECTION STD 4'Ø MANHOLE SECURE PIPE TO WALL W/ SS STRAP AND HARDWARE. TYP. 12" OPENING WITH FLEXIBLE SEAL,TYP. CROSS SECTION INFILTRATOR DRAIN CROSS SECTION VIEW DRAIN . .. ... ............... .. .... . ... . . . . . . .. .... .. . . . .. .. . .. . .. . .. .. . .. . . ... . . . ... .. . . . ........ ......... ....... . ................. .. .. .. .. . . . . ... .. ... . . ... .. . . . . . . .. .. . . .... ... .. .... .... . .... . . . ... .. . .. .... . ... ... . .. . . . . . . ... . ... .. . . .. . .... .. ... .. . . . . . . ... . .. . ..... . .. ... .... .... ... . . 10'-0" 30" DIA. PRECAST INLET BOX, SEE TYPE 1 FOR DIMENSIONS AS PER THE CITY OF REXBURG SPECIFICATIONS AND STANDARD DRAWINGS 3/4" CRUSHED GRAVEL 6" 3" 1'-0" 6" 6" ASPHALT GRATE1 1 / 4 " #4 REBAR 10'-0" 10 ' - 0 " - D 3' - 3 " 3'-3" ASPHALT CONCRETE 1' .. ..... .. . . . .. .. .. ..... .. . . . .. .. .... .... ... ... ..... ..... NOT TO SCALE CATCH BASIN1 1 2 " M I N . D I A . GASKET FOR PLASTIC PIPE KNOCKOUTS TYPICAL (4) SIDES 18" DIA. TO RECEIVE UP TO 15" DIA. PIPE 3' - 0 " M I N . 3 1 / 2 " 2" 3 1/2"30" INSIDE DIA. BARREL SECTION 39" 20"3'-0"x6"x3/8" STEEL PLATE 6" C1 SIDEWALK TBC C3 #4 REBAR BY MANUFACTURER ADJUSTING BOLTS C1 CL CL 10" GRATE 9" INLET BOX 12 " 18" LIP UP CURB & GUTTER PLASTIC PIPE REBAR SCHEDULE MARK LOCATION SIZE LENGTH QUANTITY C3 CURB AND BOX 4 2'-0"4 NOT TO SCALE STORM DRAIN SECTION4 NOT TO SCALE CROSS SECTIONS OF DRAIN 5NOT TO SCALE THRUST BLOCKING DETAILS3 NOT TO SCALE NOT USED2 B B/ 3 MI N . A TEE BEND/ELBOW REDUCER 22Ð° BEND REDUCERS & 1'-9" 2'-5" 3'-2" 4'-0" 4'-8" 6'-6" DIMENSION FOR THRUST BLOCKING 14" 6" 10" 12" 8" FITTING SIZES 4" 1'-11" 2'-6" 3'-3" 3'-10" 3'-10"5'-5" 2'-0" 3'-4" 4'-0" 2'-8" TEES & PLUGS 1'-2" A 1'-7" B 1'-8" 1'-10" 45° BEND & WYES 2'-5" 3'-0" 4'-9" 3'-8" 2'-2" 3'-10" 4'-11" 4'-8" 3'-0" B 1'-6" 90° BEND A A 1'-7" 2'-1" 2'-9" 3'-5" 3'-3" 3'-5" 1'-9" 1'-9" 2'-2" 2'-7" 0'-10" B A 1'-7" 2'-5" 0'-10" 1'-11" 2'-3" 1'-6" 0'-6" B NOTES: 1.WRAP ALL FITTINGS W/ 8 MIL POLYETHYLENE ENCASEMENT TO PREVENT CONCRETE FROM ADHERING TO 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. 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 NOT TO SCALE RESIDENTIAL COLLECTOR STREET (CITY OF REXBURG TYPICAL SECTION 3)6 6''W 6''W 6''W 2''W 2' ' W 2" GATE VALVE 2" WATER SERVICE 6"x2" TEE 6" FIRE LINE FIRE RISER INSIDE BUILDING INTERIOR METER PER CITY OF REXBURG STANDARDS NOT TO SCALE WATER SERVICE AT BUILDING7 11/13/25 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 d e t a i l 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 3 P M 24 D- 3 DE T A I L S 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 INSERTA-TEE SIDE INLET DETAIL INSERTA TEE CONNECTION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SIDE VIEWSECTION A-A A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS (X) CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm)4" (100 mm) SC-740 10" (250 mm)4" (100 mm) DC-780 10" (250 mm)4" (100 mm) MC-3500 12" (300 mm)6" (150 mm) MC-4500 12" (300 mm)8" (200 mm) MC-7200 12" (300 mm)8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON NOTES: ·PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. ·CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE INLET MUST BE RAISED AS NOT ALL INVERTS ARE POSSIBLE. 6 UNDERDRAIN DETAIL A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS 5 MC-3500 TECHNICAL SPECIFICATIONS PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm) MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm) MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 2 MC-3500 ISOLATOR ROW PLUS DETAIL INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER MC-3500 END CAP OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC350024RAMP 3 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY 4 MC-3500 CROSS SECTION DETAIL NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8' (2.4 m) MAX 12" (300 mm) MIN77" (1956 mm) 12" (300 mm) MIN 6" (150 mm) MIN 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 45" (1143 mm) 18" (450 mm) MIN* ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 1 NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MC-SERIES END CAP INSERTION DETAIL MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 7 MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH MC-3500. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS. 7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. 6" (150 mm) FOR STORMTECH INSTALLATION INSTRUCTIONS VISIT OUR APP SiteAssist Advanced Drainage Systems, Inc. 11/13/25 Fi l e L o c a t i o n : z: \ p r o j e c t s \ 2 0 2 5 \ 2 5 1 6 3 j u n i p e r c o m m o n s \ 3 . 0 d e s i g n \ 3 . 1 c a d \ 3 . 1 3 f i n a l \ 2 5 1 6 3 d e t a i l 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 : Th u r s d a y , N o v e m b e r 1 3 2 0 2 5 a t 0 2 : 0 3 P M 25 D- 4 DE T A I L S 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 : HE A D W A T E R S C O N S T R U C T I O N C O M P A N Y JU N I P E R C O M M O N S H. R E E S E R. J O R D A N C. F U H R I M A N 25 1 6 3 SC-800 TECHNICAL SPECIFICATIONS PART #STUB B C SC800EPE06TPC 6" (150 mm)21.4" (544 mm)--- SC800EPE06BPC ---0.9" (23 mm) SC800EPE08TPC 8" (200 mm)19.2" (488 mm)--- SC800EPE08BPC ---1.0" (25 mm) SC800EPE10TPC 10" (250 mm)17.0" (432 mm)--- SC800EPE10BPC ---1.2" (30 mm) SC800EPE12TPC 12" (300 mm)14.4" (366 mm)--- SC800EPE12BPC ---1.6" (41 mm) SC800EPE15TPC 15" (375 mm)11.3" (287 mm)--- SC800EPE15BPC ---1.7" (43 mm) SC800EPE18TPC 18" (450 mm)8.0" (203 mm)--- SC800EPE18BPC ---2.0" (51 mm) SC800ECEZ 24" (600 mm)---2.3" (58 mm) NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 33.0" X 85.4" (1295 mm X 838 mm X 2169 mm) CHAMBER STORAGE 50.6 CUBIC FEET (1.43 m³) MINIMUM INSTALLED STORAGE*78.4 CUBIC FEET (2.22 m³) WEIGHT 81.8 lbs.(37.1 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)46.5" X 32.6" X 10.5" (1181 mm X 828 mm X 267 mm) END CAP STORAGE 3.4 CUBIC FEET (0.09 m³) MINIMUM INSTALLED STORAGE**14.7 CUBIC FEET (0.42 m³) WEIGHT 15.7 lbs.(7.1 kg) * ASSUMES 6" (150 mm) STONE ABOVE AND BELOW CHAMBER, 3" (75 mm) BETWEEN CHAMBERS **ASSUMES 6" (150 mm) STONE ABOVE AND BELOW END CAPS, 3" (75 mm) BETWEEN ROWS, 12" (300 mm) BEYOND END CAPS PRE-CORED HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "BPC" PRE-CORED HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "TPC" SC-800 TECHNICAL SPECIFICATION NTS 90.6" (2301 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION C B 51.0" (1295 mm) 33.0" (838 mm) 46.5" (1181 mm)12.2" (310 mm) START END OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) 32.6" (828 mm) 2 SC-800 ISOLATOR ROW PLUS DETAIL CATCH BASIN OR MANHOLE SC-800 ISOLATOR ROW PLUS DETAIL NTS SC-800 END CAP OPTIONAL INSPECTION PORT SC-800 CHAMBER ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE END CAP PART #: SC800ECEZ STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSTALL FLAMP ON 24" (600 mm) ACESS PIPE PART #: SC80024RAMP ELEVATED BYPASS MANIFOLD 3 IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-800 SYSTEM 1.STORMTECH SC-800 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-800 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH INSTALLATION GUIDE SC-310/DC-780/SC-800". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 3" (75 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE; AASHTO M43 #3, 357, 4, 467, 5, 56, OR 57. 8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-800 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH INSTALLATION GUIDE SC-310/DC-780/SC-800". 2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-800 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH INSTALLATION GUIDE SC-310/DC-780/SC-800". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH INSTALLATION GUIDE SC-310/DC-780/SC-800". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-800-821-6710 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SC-800 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-800. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 700 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 10.MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. 11.ADS DOES NOT DESIGN OR PROVIDE MEMBRANE LINER SYSTEMS. TO MINIMIZE THE LEAKAGE POTENTIAL OF LINER SYSTEMS, THE MEMBRANE LINER SYSTEM SHOULD BE DESIGNED BY A KNOWLEDGEABLE GEOTEXTILE PROFESSIONAL AND INSTALLED BY A QUALIFIED CONTRACTOR. FOR STORMTECH INSTALLATION INSTRUCTIONS VISIT OUR APP SiteAssist Advanced Drainage Systems, Inc. NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST. STORMTECH CHAMBER 8" (200 mm) NYLOPLAST UNIVERSAL INLINE DRAIN BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR ASPHALT OVERLAY FOR TRAFFIC APPLICATIONS 12" (300 mm) MIN WIDTH 8" (200 mm) MIN THICKNESS OF ASPHALT OVERLAY AND CONCRETE COLLAR 4" PVC INSPECTION PORT DETAIL (SC SERIES CHAMBER) NTS CONCRETE COLLAR / ASPHALT OVERLAY NOT REQUIRED FOR GREENSPACE OR NON-TRAFFIC APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION CREST NYLOPLAST 8" (200 mm) LOCKING SOLID COVER AND FRAME 4" PVC INSPECTION PORT DETAIL (SC SERIES CHAMBER)4 INSERTA-TEE SIDE INLET DETAIL INSERTA TEE CONNECTION CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SIDE VIEWSECTION A-A A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS (X) CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm)4" (100 mm) SC-740 10" (250 mm)4" (100 mm) DC-780 10" (250 mm)4" (100 mm) MC-3500 12" (300 mm)6" (150 mm) MC-4500 12" (300 mm)8" (200 mm) MC-7200 12" (300 mm)8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON NOTES: ·PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. ·CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE INLET MUST BE RAISED AS NOT ALL INVERTS ARE POSSIBLE. 6 UNDERDRAIN DETAIL A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS 5 SC-800 CROSS SECTION DETAIL D C B A ACCEPTABLE FILL MATERIALS: STORMTECH SC-800 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-800 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2” (50 mm). ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 700 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 15" (375 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 12" (300 mm) MIN 12" (300 mm) MIN51" (1295 mm)3" (75 mm) MINSUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 8' (2.4 m) MAX ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 21" (525 mm). **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. 15" (375 mm) MIN* 6" (150 mm) MIN EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 4) SC-800 END CAP 33" (838 mm) 6" (150 mm) MIN (SEE NOTE 3) 1 INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 11/13/25