HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev 3 3.23.23 - 22-00795 - Madison Station Apartments - Trejo St-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Madison Station Apartments - Bldg 1Address : 577 Trejo StRecord Type : New Multi-Family ResidenceDocument Filename : INFRASTRUCTURE PLAN Rev 3 3.23.23 - 22-00795 - Madison Station Apartments - Trejo St.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Approved
# 22-00795
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
1 COVER Stamp Todd Smith : Broadband Open 3 Approved - Broadband Inspector
1 COVER Stamp Stan Crittenden : Fire Open 3 Approved - Fire Dept
Report Stamp Katie Saurey : P&Z Open 1 Plan Received
1 COVER Stamp Katie Saurey : P&Z Open 3 Plan Received
C-2 Stamp Kyle Baldwin : P&Z Open 6 Approved - Planning and Zoning
C-3 Stamp Kyle Baldwin : P&Z Open 7 Approved - Planning and Zoning
1 COVER Stamp Joel Gray : PW Open 3 Approved - Public Works
New Multi-Family Residence
Approval of plans does not constitute approval of variance from code
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See Attached, Item #1
See Attached, Item #2
See Attached, Item #3
Attachment
1. Fire Department approved previous location of fire hydrant, but as requested the hydrant location has been changed.
See sheet C-2.
2. Through presubmittal meetings with the City Engineering Dept., the probability of connectivity to the south is unknown.
The Owner has agreed to provide a ROW when/if the need arises. A note has been added to the drawings acknowledging the
future ROW and that modifications to the site will be needed once the scope of the ROW is identified. See sheets C-2 & SD1.1.
3. A dedicated left turn lane has been shown from west bound Trejo to the project access. See sheet C-2 & SD1.1.
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CIVIL SITEWORK FOR:
PART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE
MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
MADISON FIRE DEPARTMENT
APPROVED BY:
LUMEN
APPROVED BY:
INTERMOUNTAIN GAS
MADISON STATION APARTMENTS
March 2023
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Designed By:
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665
E
REXBURG (208) 359-2665
IDAHO FALLS
REXBURG
BLACKFOOT
CHUBBUCK
TWIN FALLS
SUN VALLEY
CASCADE
McCALL
BOISE
MOSCOW
COUER d'
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RUPERT
SALMON
AMMON
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ISLAND PARK
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HANDCART Ln
SHEET INDEX
SHEET No.SHEET NAME SHEET TITLE
1 COVER
2 G-1 NOTES
3 C-1 EXISTING CONDITIONS & DEMOLITION PLAN
4 C-2 OVERALL SITE PLAN
5 C-3 GRADING & STORM PLAN
6 C-4 STORM AREA TABLES
7 PP-1 ALIGNMENT D, G, & E
8 PP-2 ALIGNMENT F
9 PP-3 ALIGNMENT C & H
10 PP-4 ALIGNMENT A
11 PP-5 ALIGN B
12 PP-6 ALIGNMENT I & J
13 PP-7 ALIGNMENT K
14 PP-8 SOUTHWEST SERVICE CONNECTIONS
14 SWPPP STORM WATER POLLUTION PREVENTION PLAN
15 D-1 DETAILS
16 D-2 DETAILS
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GIDUOYEROFEBLLA
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 35 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 WATER MAIN 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
IFS CITY OF IDAHO FALLS STANDARDS
INV INVERT
LF LINEAR FEET
LP LOW POINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
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
TBC TOP BACK OF CURB
TBRC TOP BACK RIBBON CURB
TYP TYPICAL
VERT VERTICAL
VG VALLEY GUTTER
EX EXISTING
XG EXISTING GROUND
ABBREVIATIONS:
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
GAS
UGP
OHP
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
TELEPHONE LINE
FIBER OPTICFO
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
EXIST.PRO.DESCRIPTION
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
0.75%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
8" W
( 8" SS
TBC
72.1
0
XG =
7
2
.
1
0
PROJECT MANAGER..............................................................................KURT ROLAND...................................................(208) 542-2665 OFFICE
PROJECT ENGINEER...............................................................................PAUL SNARR......................................................(208) 542-2665
CITY ENGINEER......................................................................................KEITH DAVIDSON...............................................(208) 359-3020
PROJECT CONTACTS:
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN ( 12" SD
IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) ...............CARLIN FEISTHAMEL, PE ...................................(208) 582-2650
RIP-RAP
DIGLINE (CALL BEFORE YOU DIG).....................................................................................................................................(800) 342-1585
MADISON FIRE DEPARTMENT................................................................STAN CRITTENDEN............................................(208) 359-3010
PROPOSED LIP DOWN 18" CURB & GUTTER
GRADE BREAKGBGB
PROPOSED WATER METER BOX
EG EG EG EG EG EG EG EG
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EOEOEOEO
EO
EO EO EO
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EO
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OVERHEAD POWER TO BE RELOCATED. COORDINATE
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OVERHEAD POWER TO BE RELOCATED. COORDINATE
RELOCATION WITH ROCKY MOUNTAIN POWER.
OVERHEAD POWER TO BE RELOCATED. COORDINATE
RELOCATION WITH ROCKY MOUNTAIN POWER.
ABANDON WELL
REMOVE ALL ASPHALT AND CONCRETE
REMOVE CONCRETE AND
FRENCH DRAIN SYSTEM
ABANDON AND BACKFILL IRRIGATION DITCH
ABANDON AND BACKFILL IRRIGATION DITCH
ABANDON AND BACKFILL IRRIGATION DITCH
ABANDON AND BACKFILL IRRIGATION DITCH
ABANDON AND BACKFILL IRRIGATION DITCH
REMOVE DIRT MOUND
REMOVE/RELOCATE GRAVEL DRIVE
TO ADJACENT PROPERTY
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SCALE: 1" = 40'
1.INSERT SHEET NOTES HERE.
SHEET NOTES:
1.INSERT KEYNOTES HERE.
KEYNOTES:
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FOUND ALUMINUM CAP
EAST QUARTER CORNER
SECTION 25, TOWNSHIP 6 NORTH,
RANGE 39 EAST, BOISE MERIDIAN
CPF NO. 429712
FOUND ALUMINUM CAP
SOUTH QUARTER CORNER
SECTION 25, TOWNSHIP 6 NORTH,
RANGE 39 EAST, BOISE MERIDIAN
CPF NO. 408707
1
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2
3
4
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BLDG FF:
61.70
BLDG FF:
62.10
BLDG FF:
62.80
BLDG FF:
61.70
BLDG FF:
62.40
BLDG FF:
61.30
BLDG FF:
62.20
BLDG FF:
62.70
BLDG FF:
63.00
CLUBHOUSE
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62.75
BLDG FF:
61.00
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CAP 8" SANITARY SEWER
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ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.
SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURGSTANDARDS. SEE DETAIL X ON SHEET D-X.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS.SEE PLAN & PROFILE SHEETS FOR LOCATIONS. (CLUBHOUSE)
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION
OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
PAVING AND DRAINAGE CONSTRUCTION ITEMS
SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG
STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
8
3
9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
8
8"x4" TEE WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
10
9
10
PLUG AND THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4
FOR SYSTEM SPECIFICATIONS. SEE DETAIL 6 ON SHEET D-2.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS.TYPICAL ON ALL APARTMENT BUILDINGS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.3
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN ACCORDANCE WITH STANDARD DRAWING 16.
6" FIRE SERVICE LINE PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM PERJRW ARCHITECTURAL PLANS.
8' ASPHALT WALKING PATH
10' ASPHALT WALKING PATH
(SEE SHEET D-1 DETAIL 6)
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL
APPROACH PER CITY OF REXBURG STANDARDS
CONNECT NEW 8" SS LINE TO EXISTING SSMH
(SEE PP-1 FOR CONNECTION)
CITY UTILITY MAP SHOWS A SERVICE STUBBED TO LOT.
SERVICE SIZE IS NOT KNOWN AT THE TIME OF THIS DESIGN. IF
EXISTING STUB IS NOT 8" IT SHALL BE REQ'D TO TIE NEW LINE
BACK TO THE EXISTING WATER MAIN.
TREJO
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GENERAL NOTES:
1.68' RIGHT-OF-WAY STREET CONNECTIVITY TO THE SOUTH
SHALL BE CONSTRUCTED BY THE DEVELOPER PER THE
DEVELOPMENT AGREEMENT.
2.AT THE TIME OF STREET CONNECTIVITY TO THE SOUTH
OCCURS 3 PARKING STALLS SHALL BE ADDED IN THE
SOUTH EAST CORNER AT THE LOCATION OF THE
EMERGENCY ACCESS TO MEET THE REQUIRED PARKING
FOR APARTMENTS. (SEE DEVELOPMENT AGREEMENT)
APARTMENT COUNT
1 BEDROOM UNITS: 24 UNITS PER BUILDING (240 TOTAL)
2 BEDROOM UNITS: 12 UNITS PER BUILDING (120 TOTAL)
BUILDING TOTALS: 36 UNITS PER BUILDING (360 TOTAL)
PROPOSED USE: RESIDENTIAL APARTMENTS
PROJECT AREA: 12.756 ACRES
ZONE: HDR1
PARKING STALLS REQUIRED: 600
PARKING STALLS PROVIDED: 605
HANDICAP PARKING STALLS: 16
COMPACT STALLS: 116 (25%)
LANDSCAPE AREA: 4.226 ACRES
ASPHALT AREA: 4.250 ACRES (ASPHALT WALKWAY: 0.220 ACRES)
INSTALL FIBER CONDUIT PER CITY OF
REXBURG STANDARDS. COORDINATE
DISTRIBUITION BOX LOCATION WITH CITY
OF REXBURG
BREAK AWAY BOLLARD
11 TRANSITION CURB LIP UP TO LIP DOWN.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TOMECHANICAL ROOM WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
PIONEE
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(SEE SHEET D-1 DETAIL 6)
120' DE
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REGARDING THE ACCESS THROAT LENGTH
FUTURE R.O.W.,
WIDTH TO BE
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TIME ACCESS IS
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56
STORM POND 1
(SNOW STORAGE AREA)
TOP: 4857.80 (16923 SQFT)
CAPACITY TOP: 4857.20 (14408 SQFT)
BTM: 4853.60 (2686 SQFT)
TBC: 59.57
TBC: 59.52
TBC: 59.30
TBC: 60.20
TBC: 60.53
TBC: 61.20
TBC:
60.53
TBC: 60.20
TBC: 59.30
TBC: 59.68
TBC: 59.74 TBC/LP: 58.75
TBC: 59.15
TBC: 59.27
TBC: 60.46
TBC: 61.00
TBC: 59.22
TBC: 59.26
TBC: 59.55
TBC: 59.90
TBC: 60.70
TBC: 61.75TBC: 61.75
TBC: 61.40
TBC:
61.45
TBC: 60.40
STORM POND 2
(SNOW STORAGE AREA)
TOP: 4858.75 (4540 SQFT)
CAPACITY TOP: 4858.15 (3844 SQFT)
BTM: 4855.15 (568 SQFT)
TBC: 60.00
TBC: 59.85
TBC: 61.40
TBC/LP: 59.30
TBC: 60.00
TBC: 60.36
TBC: 60.36
TBC: 60.00
TBC/LP: 58.20
TBC: 59.80TBC: 59.80
TBC: 61.20
TBC: 60.50
TBC: 60.00
TBC: 58.80
TBC: 59.50
TBC: 59.70
TBC: 60.00TBC: 60.00
TBC: 60.00
TBC: 61.60
TBC: 61.60
TBC: 61.60
TBC: 61.00
WALK: 62.25
TBC: 61.00
TBC: 61.00
TBC: 60.64
TBC: 61.00
TBC: 61.00
TBC/LP: 58.74
TBC: 59.34
TBC: 59.61TBC: 59.70
TBC: 59.90
TBC: 60.70
TBC: 61.10TBC: 60.48TBC: 60.45
TBC: 59.14
TBC:
58.90
TBC: 58.20
TBC/LP: 57.80 TBC: 58.76 TBC: 58.80
TBC: 59.50
TBC: 58.50
TBC: 58.10
TBC: 58.90
TBC: 58.90
TBC: 57.80
TBC: 60.10
TBC: 61.30TBC: 58.90
TBC: 59.50
TBC: 58.90
TBC: 57.90
TBC: 57.65
TBC/LP: 57.20
TBC: 58.00
TBC: 59.10
TBC: 59.70
TBC: 59.30
TBC: 59.80
TBC: 59.20
TBC: 57.85
TBC: 57.75
TBC/LP: 57.50
TBC: 57.80
TBC/LP: 57.70
TBC: 58.10
TBC: 58.10
TBC: 59.35
TBC: 59.75
SDMH #1F
CB #1F
SDMH #1E
SDMH #3
CB #1D
CB # 1G
CB #3
CB #1H
CB #2
CB #1E
SDMH #1B
SDMH #4
SMDH #5
SDMH #1A
CB #4
CB #5
SDMH #6
SDMH #1D
CB #6A
CB #6B
SDMH #1C
CB #1A
CB #1C
CB #1B
TBC/LP: 59.40
TBC: 59.62
TBC: 59.66 TBC: 60.35
TBC: 60.35
TBC: 60.35
TBC: 58.30
OIL: 60.90OIL: 60.20
TBC: 60.70
TBC: 58.90
TBC/LP: 58.70
TBC: 58.81
TBC: 58.86 TBC: 59.60TBC: 58.70
TBC: 59.00
TBC: 59.10
TBC: 59.88
TBC: 60.00
TBC/LP: 59.60
TBC: 58.40
TBC: 58.48
TBC/LP: 57.80
TBC: 59.35
TBC: 59.75 TBC: 60.53 TBC: 60.56
TBC: 60.65
TBC: 59.10
TBC/LP: 58.20
TBC: 58.60
TBC: 60.00
TBC: 58.60
TBC: 58.50
TBC: 58.20
SDMH #3A
CB #3A
TBC: 59.60
TBC: 61.85
TBC: 61.20
TBC: 61.36
TBC: 61.26
TBC: 60.90
TBC: 60.93
TBC: 60.77
TBC: 61.04
TBC: 59.85
TBC: 59.80
TBC:
60.10
TBC: 60.20
TBC: 58.20
CB #1I
TBC/HP: 4858.15
TBC: 61.55
TBC/HP: 4860.51
TBC: 60.46
TBC: 59.14
TBC: 61.45
TBC: 59.74
BLDG FF:
61.70
BLDG FF:
62.10 BLDG FF:
62.80
BLDG FF:
61.70
BLDG FF:
62.40
BLDG FF:
61.30
BLDG FF:
62.20
BLDG FF:
62.70
BLDG FF:
63.00
CLUBHOUSE
BLDG FF:
62.75
BLDG FF:
61.00
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49033 SQFT3
39701 SQFT4
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LEGEND:
DRAINAGE FLOW
RIP-RAP
1.THE ADS STORM INFILTRATION SYSTEM SHOWN IS SIZED USING ADS TECH SC-740
CHAMBER SYSTEM. THE CHAMBER AREAS ARE SET FOR DESIGN OF EACH STORM
AREA; HOWEVER THE LENGTHS AND WIDTHS MAY VARY TO MEET SEPARATION FROM
OTHER UTILITIES OR CONSTRUCTION OBSTACLES.
2.CONTRACTOR TO SUPPLY AND SUBMIT FINAL ADS STORM TECH DRAWINGS AND
SPECIFICATIONS (OR EQUAL SYSTEM) TO ENGINEER FOR APPROVAL PRIOR TO
INSTALLATION.
3.CONTRACTOR TO INSTALL THE ADS STORM TECH SC-740 SYSTEM (OR EQUAL) WITH
PRECAST 48" CONCRETE MANHOLE INLET AND OUTLET PER CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS.
ADS STORM INFILTRATION NOTES:
1.SEE STORM TABLES ON SHEET 6/C-4.
NOTES:
ADS SYSTEM 93'x16'
(SEE TABLE 4)
ADS SYSTEM 86'x16'
(SEE TABLE 4)
ADS SYSTEM 93'x11'
(SEE TABLE 4)
ADS SYSTEM 93'x16'
(SEE TABLE 4)
PROPOSED LIP DOWN 18" CURB & GUTTER
PROPOSED LIP UP 18" CURB & GUTTER
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Madison Station Apartments
Storm Volume - Average Coefficient Calculations
Table 1 Rev 12/9/2022
Description Area Storm Runoff Storm
(ft2)(in)Coefficient (ft3)
Storm Area 1 273,934 1 1.0 22,828
Storm Area 2 70,953 1 1.0 5,913
Storm Area 3 49,033 1 1.0 4,086
Storm Area 4 39,701 1 1.0 3,308
Storm Area 5 28,911 1 1.0 2,409
Storm Area 6 44,306 1 1.0 3,692
Madison Station Apartments
Storage Volume - Storm Ponds & Infiltration System Calculations
ADS Storm Tech System SC-740 Storm Areas #3 Thru #6
Table 2 REV 12/9/2022
Description
Req'd Storm
Volume
(ft³)
Drainage Bed
Length
(ft)
Storage
Provided
(ft³)
Notes
Storm Area 1 22,828 NA 25,796 Storm Pond
Storm Area 2 5,913 NA 6,449 Storm Pond
Storm Area 3 4,086 ADS 4,109 ADS Infiltration
Storm Area 4 3,308 ADS 3,517 ADS Infiltration
Storm Area 5 2,409 ADS 2,610 ADS Infiltration
Storm Area 6 3,692 ADS 3,824 ADS Infiltration
NOTES:
1. The storage provided are minimum system lengths to be installed and are calculated to contain storm water within the project site.
Madison Station
Storm Pond Calculations
Table 3 Rev 1/11/23
Required Storm Volume: Area 1 Unit Quantity
Total Site Area (15.782 Acres)ft²273,934
Storm Depth (1")ft 0.0833
Net Required Storm Pond Volume ft³22,828
Required Storm Volume: Area 2 Unit Quantity
Total Site Area (15.782 Acres)ft²70,953
Storm Depth (1")ft 0.0833
Net Required Storm Pond Volume ft³5,913
Designed Storm Volume Area 1 Elev
(ft)
Area
(ft²)Volume (ft³)
Top Pond 4857.80 (CB Grate 4856.60
Low Point)4856.60 14,408
25,641Bottom Pond 4853.60 2,686
Mid Point Pond 4855.10 8,547
Designed Storm Volume Area 2 Elev
(ft)
Area
(ft²)Volume (ft³)
Top Pond 4858.75 (CB Grate 4858.15
Low Point)4858.15 3,844
6,618Bottom Pond 4855.15 568
Mid Point Pond 4856.65 2,206
NOTES:
1. Storm ponds to be excavated to free draining gravel and brought up to grade with drainage
gravel to within approximately 1' prior to installing landscape dirt (landscape mix with
minimal clay) and sod/grass seed or landscape rock.
2. Storm ponds to be maintained by the property owner or representative(s).
Madison Station Apartments Madison Station Apartments Madison Station Apartments Madison Station Apartments
Storm Area No 3 Storm Area No 4 Storm Area No 5 Storm Area No 6
Table 4 10/19/2022 Table 4 10/19/2022 Table 4 10/19/2022 Table 4 10/19/2022
System Inputs System Inputs System Inputs System Inputs
Chamber Model (or equal)SC-740 Chamber Model (or equal)SC-740 Chamber Model (or equal)SC-740 Chamber Model (or equal)SC-740
Required Storage Volume 3905 CF Required Storage Volume 3308 CF Required Storage Volume 2409 CF Required Storage Volume 3692 CF
Stone Porosity 40%Stone Porosity 40%Stone Porosity 40%Stone Porosity 40%
Stone Foundation Depth 18"Stone Foundation Depth 18"Stone Foundation Depth 18"Stone Foundation Depth 18"
Stone Above Chamber 18"Stone Above Chamber 12"Stone Above Chamber 12"Stone Above Chamber 12"
Average Cover Over Chambers 18"Average Cover Over Chambers 18"Average Cover Over Chambers 18"Average Cover Over Chambers 18"
System Volume and Bed Sizing System Volume and Bed Sizing System Volume and Bed Sizing System Volume and Bed Sizing
Installed Storage Volume 4109 CF Installed Storage Volume 3517 CF Installed Storage Volume 2610 CF Installed Storage Volume 3824 CF
Storage Volume/Chamber 45.90 CF Storage Volume/Chamber 45.90 CF Storage Volume/Chamber 45.90 CF Storage Volume/Chamber 45.90 CF
Number of Chambers Required 35 ea Number of Chambers Required 32 ea Number of Chambers Required 23 ea Number of Chambers Required 35 ea
Number of End Caps Required 6 ea Number of End Caps Required 6 ea Number of End Caps Required 4 ea Number of End Caps Required 6 ea
Chamber Rows 3 Rows Chamber Rows 3 Chamber Rows 2 Chamber Rows 3
Maximum Length 93 ft Maximum Length 86 ft Maximum Length 93 ft Maximum Length 93 ft
Maximum Width 16 ft Maximum Width 16 ft Maximum Width 11 ft Maximum Width 16 ft
Approximate Bed Size 1430 SF Approximate Bed Size 1318 SF Approximate Bed Size 989 SF Approximate Bed Size 1430 SF
System Components System Components System Components System Components
Stone Required 232 CY Stone Required 190 CY Stone Required 144 CY Stone Required 206 CY
Volume of Excavation
(not including fill)292 CY Volume of Excavation
(not including fill)245 CY Volume of Excavation
(not including fill)184 CY Volume of Excavation
(not including fill)265 CY
Total Non-Woven Geotextile Required 541 SY Total Non-Woven Geotextile Required 487 SY Total Non-Woven Geotextile Required 403 SY Total Non-Woven Geotextile Required 527 SY
Woven Geotextile Required (excluding Isolator
Row)16 SY Woven Geotextile Required (excluding Isolator
Row)16 SY Woven Geotextile Required (excluding Isolator
Row)8 SY Woven Geotextile Required (excluding Isolator
Row)16 SY
Woven Geotextile Required (Isolator Row)58 SY Woven Geotextile Required (Isolator Row)54 SY Woven Geotextile Required (Isolator Row)58 SY Woven Geotextile Required (Isolator Row)58 SY
Total Woven Geotextile Required 74 SY Total Woven Geotextile Required 70 SY Total Woven Geotextile Required 66 SY Total Woven Geotextile Required 74 SY
Notes:
1. StormTech SC740 injection molded polypropylene chambers or equivalent per manufacturer’s drawings and specifications to be approved by Eagle Rock Engineering prior to construction
that provides jet vacuum access for cleaning of the water quality BMP area of the system and a NJCAT verified TSS removal efficiency of 95% for OK-110 (or equivalent as approved by
Engineer)
2. The sizing shown above are calculated using the SC-740 ADS System and can be modified to meet other chamber systems provided they meet the specifications approved by the Engineer.
Contractor to submit final plans for each system to be reviewed and approved prior to installation
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TBC: 59.57
TBC: 59.52
TBC: 59.30
TBC: 60.20TBC: 60.53
TBC: 61.20
TBC: 60.53
TBC: 60.20
TBC: 59.30
TBC: 59.68TBC: 59.74
SSMH #1EX. SSMH #1
CURB CUT FOR
NEW ENTRY
1+500+00 1+00
1
2
3
2
4
2
1
78
9
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CONNECT TO EX. SS STUB
(FIELD VERIFY INV.)
CONNECT TO EX. WATER MAIN
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4846
4848
4850
4852
4854
4856
4858
4860
4862
4864
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4860
4862
4864
0+00 1+00 1+50
38-LF OF 8"
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EX. 28-LF OF 8" PVC @ 0.40%
8" E INV IN=4851.65
8" N INV OUT=4851.55
SSMH #1
STA=1+11.06, 37.98' R
RIM=4859.10
8" S INV IN=4851.24
8" W INV OUT=4851.14
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RIM=4858.72
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INSULATION BLUE BOARD OVER WATER MAIN
(2' EACH SIDE OF PIPE OUTER WALLS) FULL
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22-LF OF 8" WATERLINE
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CONNECT TO EXISTING WATER MAIN
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TBC: 59.14 TBC: 59.30
TBC: 58.74
TBC: 60.46
TBC: 60.20
TBC: 61.20
TBC: 60.20
TBC: 60.46
TBC/LP: 58.75
TBC: 59.30
TBC: 59.68
TBC: 59.74TBC: 59.52
TBC: 59.57
1
2
2
SSMH #2SSMH #1
3
51
4 77
2
2+10
0+00 1+00 2+00
CB #2
CB #1H
STORM
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4858.754858.15
4857.15
4856.154855.15
TBC: 59.27
TBC: 59.07
4846
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4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
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4854
4856
4858
4860
4862
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8" N INV OUT=4851.55
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RIM=4859.10 8" SE INV IN=4852.19
8" W INV OUT=4852.09
SSMH #2
STA=1+74.47, 0.00'
RIM=4858.60
110-LF OF 8" PVC
@ 0.40%
38-LF OF 8"
WATERLINE
79-LF OF
8
"
W
A
T
E
R
L
I
N
E
5-LF OF 8"
WATERLINE
5-LF OF 8"
WATERLINE
EXISTING GROUND
GRADE AT
ALIGNMENT CL
6'
M
I
N
.
B
U
R
Y
5' MIN. BURY @ SS CROSSING W/ 2" THICK
INSULATION BLUE BOARD OVER WATER MAIN
(2' EACH SIDE OF PIPE OUTER WALLS) FULL
LENGTH OF 5' BURY TO MEET 6' BURY DEPTH
N INV OUT=4855.15
CB #2
STA=1+99.80, 7.03' L
RIM=4858.15
S INV OUT=4855.14
CB #1H
STA=0+04.21, 0.40' L
RIM=4858.14
T
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4'
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4'
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4'
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2'
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2'
'
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S
2'
'
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S
2'
'
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(12''S
D
GB
GB
GB
6'
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F
S
6'
'
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S
6'
'
F
S
2'
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W
S
2'
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W
S
6'
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FO
FO
FO
12
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1
2
'
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S
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1+0
0
SSMH #2
SSMH #3
3
2
0+00 1+00 2+00
TBC/LP: 58.75
TBC: 59.15
TBC: 59.27
TBC: 60.46
TBC: 61.00
TBC: 59.20
TBC: 59.28
10
9
1
2
7
7
TBC: 60.20
TBC: 59.55
TBC: 59.85
TBC: 60.70
5
4
3
TBC: 61.75TBC: 61.75
TBC: 61.40
TBC: 61.45
TBC: 60.20
TBC: 60.10
CB #3A
TBC: 59.90
TBC: 59.85
TBC/LP: 59.60
TBC: 60.40
2+40
TBC: 61.45
TBC: 61.40
5
5
STORM
POND 2
4858.754858.15
4857.15
4856.154855.15
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 2+40
8" SE INV IN=4852.19
8" W INV OUT=4852.09
SSMH #2
STA=0+13.52, 5.50' L
RIM=4858.60
196-LF OF 8" PVC @ 0.40%
8" SW INV IN=4853.07
8" NW INV OUT=4852.97
SSMH #3
STA=2+09.26, 5.50' L
RIM=4859.40
N INV OUT=4855.15
CB #2
STA=0+17.35, 31.51' L
GRATE=4858.15
22-LF OF 12" PVC @ 0.22% TO POND
INV @ POND= 4855.10
179-LF OF 8" WATERLINE
EXISTING GROUND GRADE AT
ALIGNMENT CL
1 CY RIP-RAP PIPE TO
FLOW LINE OF POND 6'
M
I
N
.
B
U
R
Y
SW INV OUT=4856.10
CB #3A
STA=2+33.51, 15.51' L
GRATE=4859.10
INSTALL FH
STA=1+85.76
W
E
S
N
030'30'15'
SCALE: 1" = 30'
7 PP
-
1
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SCALE: 1" = 30'
ALIGNMENT "G"
W
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SCALE: 1" = 30'
ALIGNMENT "E"
TR
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7
A B
C
D
F
H
I
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K
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CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
NEW FIBER CONDUIT. COORDINATE
WITH CITY OF REXBURG.
DEVELOPMENT SIGN 2
9
3
DEVELOPMENT SIGN
TOETOETOETOETOE
UGP
S30°08'18"W 959.91' (M) 960.14' (R)
TOETOETOETOETOE
UGP
8
'
'
W
8
'
'
W
8
'
'
W
(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''
W
8''
W
8''
W
(8
'
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S
S
(8
'
'
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S
(8
'
'
S
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4''SS
4''SS
4''SS 2''WS
2''WS
2''FS
2''FS
2''FS
GB
GBGB
GB
GB
GB
GB
GB
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
F
S
6'
'
F
S
2'
'
W
S
2'
'
W
S
6'
'
S
S
6'
'
S
S
6''FS
6''FS
6''FS
2''WS
2''WS
6''SS
6''SS
12''SD)12''SD)
6'
'
F
S
6'
'
F
S
2'
'
W
S
2'
'
W
S
6'
'
F
S
6'
'
F
S
6'
'
F
S
2'
'
W
S
2'
'
W
S
(
8
'
'
S
S
6''SS
6''SS
6''SS
6''SS
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00SSMH #5SSMH #4SSMH #3 TBC: 60.40
TBC: 60.00
TBC: 59.85
TBC: 59.55
TBC: 61.40
TBC: 61.40
TBC: 61.75TBC: 61.75
TBC/LP: 59.30 TBC: 60.00
TBC: 60.36 TBC: 60.36
TBC: 60.00 TBC/LP: 58.20 TBC: 59.80
TBC: 59.80
TBC: 61.20
TBC: 60.50
TBC: 60.00
TBC: 58.80
TBC: 59.50
TBC: 59.70
TBC: 60.00TBC: 60.00TBC: 60.00
TBC: 61.54
TBC: 61.60
TBC: 61.60TBC: 61.00
WALK: 62.25
BLDG FF:
63.00
BLDG FF:
62.70 BLDG FF:
62.20
1
102
3
5 10 5
6 6
SDMH #3
CB #3
SDMH #4
SMDH #5
CB #4
CB #5
7 7
7
1
1
1
2
7
7
10
9
10
9 10
9
5
5
5
1
3 3
3
4
4
9
9
10
'
8
TBC: 60.30
TBC: 60.20
TBC: 60.10
TBC: 59.80TBC/LP: 59.60
TBC: 59.85TBC: 59.90 CB #3A SDMH #3A
TBC: 61.04
TBC: 61.20
TBC: 61.36
TBC: 61.85 TBC: 61.20
TBC: 60.93
TBC: 60.77
TBC: 60.90
TBC: 61.45
TBC: 61.45
TBC/HP: 4860.51
3 3
3 2
11
3 3
2
2
2 2 3
11
2
3
3
5 5 5
8
2
4848
4850
4852
4854
4856
4858
4860
4862
4864
4848
4850
4852
4854
4856
4858
4860
4862
4864
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00
8" SW INV IN=4853.07
8" NW INV OUT=4852.97
SSMH #3
STA=0+09.62, 5.50' L
RIM=4859.40 220-LF OF 8" PVC @ 0.40%
8" NE INV OUT=4854.93
SSMH #5
STA=4+50.07, 5.50' L
RIM=4860.00
273-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
319-LF OF 8" WATERLINE
12" S INV IN=4855.68
24" NE INV OUT=4854.08
SDMH #3
STA=2+03.45, 24.27' L
RIM=4858.90
N INV OUT=4855.70
CB #3
STA=2+10.44, 31.51' L
GRATE=4858.70
10-LF OF 12" PVC @ 0.22%
5-LF OF 24" PVC @ 0.22%
5-LF OF 24" PVC @ 0.22%
10-LF OF 12" PVC @ 0.22%
12" S INV IN=4854.58
24" NE INV OUT=4852.98
SDMH #4
STA=5+89.46, 24.01' L
RIM=4857.70
N INV OUT=4854.60
CB #4
STA=5+96.45, 31.51' L
GRATE=4857.608" SW INV IN=4854.05
8" NE INV OUT=4853.95
SSMH #4
STA=2+29.85, 5.50' L
RIM=4859.20
220-LF OF 8" PVC @ 0.40%
EXISTING GROUND
GRADE AT
ALIGNMENT CL
INSTALL STORM INFILTRATION
SYSTEM 93'L x 16'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
STA=0+41.04
EL=4860.45
ST
A
=
2
+
1
4
.
6
7
EL
=
4
8
5
9
.
7
1
STA=4+00
EL=4860.33 STA=6+00.24
EL=4858.77
STA=6+76.99
EL=4859.25
INSTALL STORM INFILTRATION
SYSTEM 86'L x 16'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
6"
M
I
N
.
B
U
R
Y
SW INV OUT=4856.10
CB #3A
STA=0+06.18, 31.51' L
GRATE=4859.10
95-LF OF 12" PVC @ 0.22%
12" NE INV IN=4855.89
24" SW INV OUT=4854.09
SDMH #3A
STA=1+00.44, 24.27' L
RIM=4859.60
5-LF OF 24" PVC @ 0.22%
IN
S
T
A
L
L
F
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=
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+
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2
.
5
5
INSTALL FH
STA=3+36.67INSTALL FH
STA=0+27.32
W
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N
030'30'15'
SCALE: 1" = 30'
8 PP
-
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.
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A
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CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
E
P
A
R
E
D
F
O
R
:
RY
A
N
N
E
L
S
O
N
MA
D
I
S
O
N
S
T
A
T
I
O
N
A
P
A
R
T
M
E
N
T
S
A.
S
N
A
R
R
R.
J
O
R
D
A
N
P.
S
N
A
R
R
22
1
2
5
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
11
'
P
A
T
H
W
A
Y
E
A
S
E
M
E
N
T
8'
A
S
P
H
A
L
T
P
A
T
H
W
A
Y
10
'
A
S
P
H
A
L
T
P
A
T
H
W
A
Y
8''W 8''W 8''W
8
'
'
W
8'
'
W
(
8
'
'
S
S
GB GB GB
12''SD)
0+00 1+00 2+00
TBC: 61.00TBC: 60.20
TBC: 60.46
TBC: 61.00
TBC: 60.64
TBC: 61.00TBC: 61.00
TBC/LP: 58.74
TBC: 59.34
TBC: 59.61
TBC:
60.70
TBC: 59.90
SSMH #1
CB # 1GCB #1H
1
2
3
4
5 58
9
8
9
8
8
9
7
7
1
5
87-LF OF 12" S.D @ 0.22%
30-LF OF 12" S.D @ 0.22% TO STORM POND
7
4
4
4857.80
4856.80
4855.80
STORM
POND
1
TBC: 59.14
2
3
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00
164-LF OF 8" WATERLINE
25-LF OF 8" WATERLINE
23-LF OF 8" WATERLINE
30-LF OF 12" PVC
@ 0.22% TO POND
INV @ POND= 4854.78
1CY RIP-RAP PIPE TO
FLOW LINE OF POND
N INV IN=4854.95
SW INV OUT=4854.85
CB # 1G
STA=1+04.65, 31.88' R
GRATE=4858.50
87-LF OF 12" PVC @ 0.22%
S INV OUT=4855.14
CB #1H
STA=0+17.79, 31.88' R
GRATE=4858.14
EXISTING GROUND
GRADE AT ALIGNMENT CL
LIP @ CL
STA=1+91.11
EL=4860.02
TBC @ CL
STA=1+93.43
EL=4860.61
6"
M
I
N
.
B
U
R
Y
INSTALL FH
STA=1+79.25
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
N89°47'52"E 599.99'
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
(1
2
'
'
S
D
(1
2
'
'
S
D
8'
'
W
8'
'
W
8'
'
W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12''SD)
6'
'
S
S
6'
'
S
S
2'
'
W
S
2'
'
W
S
6'
'
F
S
6'
'
F
S
12'
'
S
D
)
GB
GB
GB
G
B
G
B
8'
'
S
S
)
8'
'
S
S
)
(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
6'
'
S
S
6'
'
S
S
2'
'
W
S
2'
'
W
S
6'
'
F
S
6'
'
F
S
2'
'
W
S
2'
'
W
S
2'
'
W
S
6'
'
F
S
6'
'
F
S
6'
'
F
S
1
2
'
'
S
D
)
6+500+00 1+00 2+00 3+00 4+00 5+00
6+00
SSMH #14SSMH #13
CB # 1G
SDMH #1B SDMH #1A
SDMH #1C
CB #1A
CB #1B
STORM POND 1 (SNOW STORAGE)
TOP=4857.80 (16923 SQFT)
CAPACITY TOP: 4857.60 (14408 SQFT)
BTM=4853.60 (2686 SQFT)
TBC: 59.70
TBC: 59.90
TBC: 60.70
TBC: 61.10TBC: 60.51
TBC: 60.43
TBC: 59.14
TBC: 58.90
TBC: 58.90 TBC: 58.20
TBC/LP: 57.80 TBC: 58.74 TBC: 58.83 TBC: 59.34
TBC: 59.75
TBC: 59.50
TBC: 58.50
TBC: 57.90
TBC: 58.10
TBC: 58.48
TBC: 58.84
TBC: 57.80
TBC: 60.10
TBC: 61.30
TBC: 58.90
1 1
2 2
3 3
4
4
5
6
7
9
89
23
7
BLDG FF:
61.70
BLDG FF:
62.10
BLDG FF:
62.80
BLDG FF:
63.00
4857.804857.60
3
9
3
3
1
7
1
2
10
9
10
9
7
1
55
310
9
TBC: 58.20
CB #1I
5 5 5
4856.604855.604854.60
2
2
3
11
3 3
2
2 3
1
5
4853.60
4857.804857.604856.604855.604854.604853.60
9
8
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
12" S INV IN=4853.05
12" NW INV IN=4854.56
12" E INV OUT=4852.95
SDMH #1B
STA=0+35.53, 9.00' L
RIM=4858.00
76-LF OF 12" PVC @ 0.22%
12" W INV IN=4852.78
12" N INV OUT=4852.68
SDMH #1A
STA=1+11.80, 9.00' L
RIM=4857.70
S INV IN=4852.63
NE INV OUT=4852.54
CB #1A
STA=1+11.80, 30.88' L
GRATE=4857.20
27-LF OF 12" PVC @ 0.22% TO POND
INV @ POND= 4852.48
1 CY RIP-RAP PIPE TO FLOW LINE OF POND
8" E INV IN=4854.54
8" S INV OUT=4854.44
SSMH #13
STA=2+48.10, 3.00' L
RIM=4858.50
25-LF OF 8" WATERLINE
23-LF OF 8" WATERLINE193-LF OF 8" WATERLINE
18
"
M
I
N
.
8" W INV OUT=4855.58
SSMH #14
STA=5+08.46, 3.00' L
RIM=4859.50
STA=0+65.92
EL=4858.51
ST
A
=
1
+
0
9
.
5
3
EL
=
4
8
5
8
.
1
3
ST
A
=
5
+
7
1
.
1
4
EL
=
4
8
5
9
.
9
4
LIP @ CL
STA=6+36.24
EL=4860.06
TBC @ CL
STA=6+38.59
EL=4860.63
EXISTING GROUND
GRADE AT ALIGNMENT CL
6"
M
I
N
.
B
U
R
Y
INSTALL FH
STA=6+19.42
IN
S
T
A
L
L
F
H
ST
A
=
0
+
7
0
.
1
7
SE INV OUT=4854.70
CB #1I
STA=0+03.70, 61.82' L
RIM=4857.70
62-LF OF 12"
PVC @ 0.22%
149-LF OF 8" WATERLINE
199-LF OF 8" WATERLINE
INSTALL FH
STA=4+12.29
260-LF OF 8" PVC @ 0.40%
W
E
SN
030'30'15'
SCALE: 1" = 30'
9 PP
-
3
AL
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AG
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A
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A
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L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
E
P
A
R
E
D
F
O
R
:
RY
A
N
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16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
W E
S
N
030'30'15'
SCALE: 1" = 30'
ALIGNMENT "H"
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS48
5
8
.
4
8
LI
PN00°16'05"W 604.86' (M) 605.00' (R)6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS48
5
8
.
4
8
LI
P
(12''SD (12''SD (12''SD (12''SD (12''SD
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
(1
2
'
'
S
D
8'
'
W
8'
'
W
8'
'
W
8'
'
W
12
'
'
S
D
)
(12''S
D
12''SD)
12''S
D
)
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
12'
'
S
D
)
(1
2
'
'
S
D
GB
GB GB GB
GB
GB
12''SD
)
8'
'
W
8'
'
S
S
)
(8
'
'
S
S
(8
'
'
S
S
TBC: 59.50
TBC: 59.50
TBC: 58.90
TBC: 58.10TBC: 58.90
TBC: 58.90
TBC: 57.90
TBC: 57.80
TBC: 57.65
TBC/LP: 57.20 TBC: 58.00
TBC: 58.30
TBC: 59.14
TBC: 58.90
TBC: 59.10
TBC: 59.70
TBC: 60.35
TBC: 59.30
TBC: 59.80
TBC: 59.20
TBC: 59.00
TBC: 58.70
TBC: 57.85
TBC: 57.75
TBC/LP: 57.50
TBC: 58.20
TBC/HP: 58.60 TBC: 58.48TBC: 58.40
TBC: 57.80
TBC/LP: 57.70
TBC: 58.10
TBC: 58.10
TBC/LP: 57.80
TBC: 59.35
TBC: 59.35TBC: 59.75
TBC: 58.90
SDMH #1ECB #1D
CB #1E
SDMH #1B
SDMH #1A
SDMH #6
SDMH #1D
CB #6A
CB #6B
SDMH #1C
CB #1A
CB #1CCB #1B
BLDG FF:
61.70
BLDG FF:
61.30
1+000+00
TBC: 58.20CB #1I
TBC/HP: 58.15
0+00 1+00 2+00 3+00 4+00 5+00 5+30
1
2
3
2
56
7 7 7
9 91
7
2
4 45
1
5
102
11
3
3
2
2
3
3
2
3
3
7
4
9
1
4848
4850
4852
4854
4856
4858
4860
4862
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+00 5+30
E INV IN=4853.84
W INV IN=4853.84
N INV OUT=4853.74
SDMH #1D
STA=2+74.30, 9.00' R
RIM=4857.30
E INV OUT=4853.89
CB #1C
STA=2+83.03, 31.02' R
GRATE=4856.90
24-LF OF 12" PVC @ 0.22%
205-LF OF 12" PVC @ 0.22%
63-LF OF 12" PVC @ 0.22%
S INV IN=4853.29
W INV IN=4853.55
N INV OUT=4853.19
SDMH #1C
STA=0+69.78, 9.00' R
RIM=4857.10
E INV OUT=4853.60
CB #1B
STA=0+69.78, 31.52' R
RIM=4856.60
5-LF OF 8" WATERLINE
190-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
31-LF OF
8" WATERLINE
36-LF OF
8" WATERLINE
5-LF OF 8" WATERLINE
191-LF OF 8" WATERLINE
EXISTING GRADE
GRADE @
ALIGNMENT CL
12" S INV IN=4853.05
12" NW INV IN=4854.56
12" E INV OUT=4852.95
SDMH #1B
STA=0+07.17, 9.00' R
RIM=4858.00
6"
M
I
N
.
B
U
R
Y
IN
S
T
A
L
L
F
H
ST
A
=
0
+
3
6
.
8
1
IN
S
T
A
L
L
F
H
ST
A
=
2
+
5
5
.
6
1
IN
S
T
A
L
L
F
H
ST
A
=
4
+
7
4
.
6
3
SE INV OUT=4854.10
CB #6B
STA=5+03.61, 31.52' R
GRATE=4857.10
33-LF OF 12" PVC @ 0.22%
12" NW INV IN=4854.03
12" SW INV IN=4854.18
24" E INV OUT=4852.41
SDMH #6
STA=5+17.92, 1.28' R
RIM=4857.40
12" E INV IN=4854.05
12" SE INV IN=4854.99
12" N INV IN=4855.62
12" W INV OUT=4853.95
SDMH #1E
STA=2+74.30, 40.26' L
RIM=4859.00
80-LF OF 12" PVC @ 0.22%
S INV OUT=4855.80
CB #1D
STA=1+94.27, 40.26' L
RIM=4858.80
NE INV OUT=4854.20
CB #6A
STA=5+25.31, 8.37' R
GRATE=4857.20
INSTALL STORM INFILTRATION
SYSTEM 93'L x 16'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
8"x8" TEE
STA=4+87.41, 8.00' L
4850
4852
4854
4856
4858
4860
4850
4852
4854
4856
4858
4860
0+00 1+00
SE INV OUT=4854.70
CB #1I
STA=0+21.50, 10.75' R
GRATE=4857.70
62-LF OF 12"
PVC @ 0.22%
12" S INV IN=4853.05
12" NW INV IN=4854.56
12" E INV OUT=4852.95
SDMH #1B
STA=0+74.32, 21.08' L
RIM=4858.00
63-LF OF 12" PVC @ 0.22%
EXISTING GRADE
GRADE @
ALIGNMENT CL
6''PS 6''PS 6''PS6''PS 6''PS 6''PS
(12''SD
8''W
8'
'
W
12
'
'
S
D
)
GB
GB
12''SD
)
SDMH #1B
1+000+00
CB #1I
2
6
7
1
2
TBC: 58.90
TBC: 58.10TBC: 58.90
TBC: 58.90
TBC: 57.90
TBC: 57.80
TBC: 59.14
TBC: 58.90
TBC: 58.20
2
11
3
3
2
0+00 7
W
E
SN
030'30'15'
SCALE: 1" = 30'
10
PP
-
4
AL
I
G
N
M
E
N
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A
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3
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2
9
P
M
ALIGNMENT "A"
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
SU
R
V
E
Y
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
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T
N
O
.
AP
P
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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
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N
Th
i
s
d
o
c
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m
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n
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o
r
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p
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t
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c
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p
t
is
t
h
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p
r
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p
e
r
t
y
o
f
E
a
g
l
e
R
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c
k
E
n
g
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n
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e
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p
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A
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S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
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G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
E
P
A
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D
F
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:
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A
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N
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D
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R
R.
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D
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P.
S
N
A
R
R
22
1
2
5
P
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E
L
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M
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A
R
Y
N
O
T
A
P
P
R
O
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E
D
F
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C
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S
T
R
U
C
T
I
O
N
16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
ALIGNMENT "1A"
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
W
E
SN
030'30'15'
SCALE: 1" = 30'
EG
EG
EG
EG
EG
EG
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
(1
2
'
'
S
D
(1
2
'
'
S
D
8'
'
W
8'
'
W
8''W
8'
'
W
8'
'
W
8'
'
W
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
G
B
G
B
8''SS)8''SS)8''SS)8''SS)8''SS)
(8
'
'
S
S
(8
'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
8''SS)8''SS)8''SS)8''SS)8''SS)
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
6'
'
S
S
6'
'
S
S
(8''SS
8''W
BLDG FF:
61.70
15
'
15
'
TBC: 60.12
TBC: 58.37
TBC: 60.07
OIL: 60.90
SSMH #12
SSMH #13
SDMH #1F
2+
0
0
2+
0
0
3+
0
0
5+600+00 1+00 2+00 3+00 4+00 5+00
2
9
STORM
POND
1 1
3
1 1
3
39
30
'
TBC: 59.32 TBC: 60.32
BLDG FF:
62.10
BLDG FF:
62.40
BLDG FF:
61.30
2
SSMH #10
9 3
2
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+00 5+60
8" N INV IN=4853.47
8" S INV OUT=4853.37
SSMH #12
STA=2+75.51, 0.00'
RIM=4860.208" E INV IN=4854.54
8" S INV OUT=4854.44
SSMH #13
STA=0+32.38, 0.00'
RIM=4858.50
8" WATER CROSSING (SEE ALIGNMENT
J FOR CROSSING INFO SHEET PP-6)
12" STORM CROSSING
18
"
M
I
N
.
18
"
M
I
N
.
8" WATER CROSSING
(SEE ALIGNMENT I FOR
CROSSING INFO SHEET PP-6)
TBC @ CL
STA=0+03.50
EL=4858.37
LIP @ CL
STA=0+05
EL=4857.95
ST
A
=
2
+
5
6
.
9
8
EL
=
4
8
6
0
.
5
6
TBC @ CL
STA=0+67.27
EL=4860.12
TBC @ CL
STA=2+12.48
EL=4860.07
LIP @ CL
STA=0+65.73
EL=4859.54
LIP @ CL
STA=2+13.98
EL=4859.66
EXISTING GRADE
GRADE @ ALIGNMENT CL
18
"
M
I
N
.
8" N INV IN=4852.40
8" E INV IN=4852.40
8" S INV IN=4852.40
8" W INV OUT=4852.30
SSMH #10
STA=5+18.63, 0.00'
RIM=4858.70
243-LF OF 8" PVC @ 0.40%
243-LF OF 8" PVC @ 0.40%
TBC @ CL
STA=3+36.53
EL=4859.32
TBC @ CL
STA=4+81.73
EL=4860.32
TBC @ CL
STA=5+45.52
EL=4858.69
LIP @ CL
STA=3+35.03
EL=4858.92
LIP @ CL
STA=4+83.23
EL=4859.74
LIP @ CL
STA=5+44.02
EL=4858.28
8" WATER CROSSING (SEE ALIGNMENT
K FOR CROSSING INFO SHEET PP-7)
18
"
M
I
N
.
37-LF OF 8" PVC @ 0.40%
CAP AT PROPERTY LINE
INV= 4852.55
5-LF OF 8" WATERLINE
17-LF OF 8"
WATERLINE
5-LF OF 8"
WATERLINE
22-LF OF 8" WATERLINE
PLUG AND THRUST BLOCK AT PROPERTY LINE
INV= 4851.59
18
"
M
I
N
.
8"x8" TEE W/ 45° ELBOW
(SEE ALIGNMENT "K" FOR LOCATION)
030'30'15'
SCALE: 1" = 30'
11
PP
-
5
AL
I
G
N
B
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2
6
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(
2
0
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)
3
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PR
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A
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O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
W
E
SN
ALIGNMENT "B"
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
PLUG AND THRUST BLOCK 8"
WATERLINE AT PROPERTY LINE
CAP 8" SANITARY SEWER
STUB AT PROPERTY LINE
4850
4852
4854
4856
4858
4860
4862
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 3+40
E INV OUT=4853.89
CB #1C
STA=0+09.01, 2.77' L
GRATE=4856.90
E INV IN=4853.84
W INV IN=4853.84
N INV OUT=4853.74
SDMH #1D
STA=0+31.03, 11.50' L
RIM=4857.30
24-LF OF 12"
PVC @ 0.22%49-LF OF 12" PVC
@ 0.22%
49-LF OF 12" PVC @ 0.22%
213-LF OF 12" PVC @ 0.22%
NW INV OUT=4855.10
CB #1E
STA=1+06.17, 30.52' R
RIM=4858.10
SE INV IN=4855.90
W INV OUT=4854.52
SDMH #1F
STA=2+93.50, 11.50' L
RIM=4860.00
48-LF OF 12" PVC
@ 0.22%
NW INV OUT=4856.00
CB #1F
STA=3+36.51, 8.90' R
GRATE=4859.00
12" E INV IN=4854.05
12" SE INV IN=4854.99
12" N INV IN=4855.62
12" W INV OUT=4853.95
SDMH #1E
STA=0+80.29, 11.50' L
RIM=4859.00
176-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
EXISTING GRADE
GRADE @ ALIGNMENT CL
GB/STA=0+71.57
EL=4858.93LIP @ CL
STA=0+09.01
EL=4857.12
12" S INV OUT=4855.80
CB #1D
STA=0+80.29, 91.53' L
RIM=4858.80
8" N INV IN=4853.47
8" S INV OUT=4853.37
SSMH #12
STA=2+43.61, 29.51' L
RIM=4860.20
6'
M
I
N
.
B
U
R
Y
INSTALL FH
STA=0+58.53
18
"
M
I
N
.
5-LF OF 8" WATERLINE
20-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
50-LF OF 8" WATERLINE
4850
4852
4854
4856
4858
4860
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+003+00
S INV OUT=4855.80
CB #1D
STA=0+62.29, 30.51' L
RIM=4858.80
5-LF OF 8" WATERLINE
38-LF OF 8"
WATERLINE
12-LF OF 8" WATERLINE
8" SS CROSSING
5-LF OF 8" WATERLINE
20-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
MAINTAIN 18" VERTICAL SEPARATION
POTABLE & NON-POTABLE WATER. 10'
EACH SIDE OF NON-POTABLE WATER LINE.
(4) 45° ELBOWS 18
"
M
I
N
.
EXISTING GRADE
GRADE @
ALIGNMENT CLGB/STA=0+53.54
EL=4859.46
GB/STA=2+84.22
EL=4860.56
6"
M
I
N
.
B
U
R
Y
INSTALL FH
STA=0+40.53
INSTALL FH
STA=2+90.50
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
(1
2
'
'
S
D
(1
2
'
'
S
D
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W
(12''SD (12''SD (12''SD (12''SD
8'
'
W
(
1
2
'
'
S
D
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
(12''SD
GB
GBGB
GB
G
B
G
B
8'
'
S
S
)
8'
'
S
S
)
6''FS 6''FS2''FS 2''FS
6''SS 6''SS 6''SS 6''SS 6''SS 6''SS
8'
'
S
S
)
8'
'
S
S
)
BLDG FF:
60.30
TBC/LP: 59.40
TBC: 59.70
TBC: 59.60
TBC: 59.68
TBC: 60.35
TBC: 60.35
TBC: 60.35
TBC: 58.00
TBC: 58.30
TBC: 57.85
TBC: 57.75
TBC/LP:
57.50
TBC: 59.30
TBC: 59.80
OIL: 60.90OIL: 60.20
TBC: 60.70
CB #1F
SDMH #1E
CB #1D
SDMH #1D
CB #1C
SDMH #1F
SSMH #12
TBC: 58.90
TBC:
59.20
TBC/LP: 58.70
TBC: 58.79
TBC: 58.88 TBC: 59.60
TBC: 58.70
TBC: 59.00
3+000+00
1+00 2+00
3+00
3+40
0+00 1+00 2+00 3+00
TBC: 59.10
TBC: 59.88
TBC: 60.00 TBC/LP:
59.60
ALIGNMENT "I"
ALIGNMENT "J"
1
22
2
2
2
3
4
6
9
9
9
BLDG FF:
62.40
BLDG FF:
61.70
BLDG FF:
62.10BLDG FF:
61.70
4
4
3
1
4
2
5
15
4
7
7
9
10
113
11
2
TBC: 60.24
TBC: 60.04
ALIGNMENT "J"
W E
S
N
12
PP
-
6
AL
I
G
N
M
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N
T
I
&
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ALIGNMENT "I"
AG
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1 2 3 4 5 6
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t
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A
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(
2
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)
5
4
2
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6
6
5
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X
B
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(
2
0
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)
3
5
9
-
2
6
6
5
PR
E
P
A
R
E
D
F
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:
RY
A
N
N
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L
S
O
N
MA
D
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S
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S
T
A
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A
P
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T
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R.
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22
1
2
5
P
R
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L
I
M
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N
A
R
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N
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T
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P
P
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D
F
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C
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S
T
R
U
C
T
I
O
N
16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
030'30'15'
SCALE: 1" = 30'
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
S89°47'35"W 590.00' (M) 591.00' (R)
6'
'
P
S
6'
'
P
S
6'
'
P
S
6'
'
P
S
8'
'
W
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
12''S
D
)
GB
GB
GB
GB
GB
GB
GB
G
B
G
B
6'
'
F
S
6'
'
F
S
2'
'
W
S
2'
'
W
S
6'
'
F
S
6'
'
F
S
2'
'
W
S
2'
'
W
S
6''F
S
6''F
S
6''F
S
2''
W
S
2''
W
S
8''W
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8''SS
)
(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
6''SS
6''SS
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
(8
'
'
S
S
8'
'
W
SSMH #11
5+700+00 1+00 2+00 3+00 4+00 5+00
BLDG FF:
60.30
BLDG FF:
62.40
BLDG FF:
62.20
TBC: 57.80
TBC: 58.40
TBC: 58.48
TBC/LP: 57.70
TBC: 58.10
TBC: 58.10
TBC/LP: 57.80
TBC: 59.35
TBC: 59.75
TBC: 59.35
TBC: 60.51
TBC: 60.58
TBC: 60.65
TBC: 59.10 TBC/LP: 58.20
TBC: 58.60
TBC: 58.80
TBC: 60.00
TBC: 60.50
TBC: 61.20
TBC: 59.80
TBC: 59.80
TBC: 59.70
TBC: 59.50
TBC: 60.00TBC: 60.00TBC: 58.60
TBC: 58.50
TBC: 58.20
25
'
MI
N
.
SMDH #5
CB #5
SDMH #6
CB #6A
CB #6B
1
2
32
10 10
6
7
1
2 5
10
9
7
5
25
'
MI
N
.
24
.
7
5
'
26'
26'
7
7
9 4
5
6 3
2
2
3
3
2
32
10
9
TBC/HP: 58.15
2
33
11
2
3
5
7
SSMH #9 SSMH #10
3
3
3
1
5
2
1
1 1
9
4
2
CAP 8" SANITARY SEWER
STUB AT PROPERTY LINE
4848
4850
4852
4854
4856
4858
4860
4862
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+00 5+70
5-LF OF 8" WATERLINE
13-LF OF 8" WATERLINE
53-LF OF 8" WATERLINE
NW INV OUT=4854.60
CB #5
STA=5+04.05, 30.89' R
RIM=4857.60
12" SE INV IN=4854.58
24" W INV OUT=4852.98
SMDH #5
STA=4+96.91, 23.50' R
RIM=4857.70
SE INV OUT=4854.10
CB #6B
STA=0+02.98, 9.19' R
GRATE=4857.10
NE INV OUT=4854.20
CB #6A
STA=0+26.13, 30.89' R
GRATE=4857.20
10-LF OF 12"
PVC @ 0.22%
12" NW INV IN=4854.03
12" SW INV IN=4854.18
24" E INV OUT=4852.41
SDMH #6
STA=0+33.22, 23.50' R
RIM=4857.40
5-LF OF 24" PVC @ 0.22%165-LF OF 8" WATERLINE
EXISTING GRADE
GRADE @
ALIGNMENT CL
INSTALL STORM INFILTRATION
SYSTEM 93'L x 16'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
INSTALL STORM INFILTRATION
SYSTEM 93'L x 11'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
6'
M
I
N
.
B
U
R
Y
5-LF OF 24" PVC @ 0.22%
10-LF OF 12"
PVC @ 0.22%
INSTALL FH
STA=0+60.25
INSTALL FH
STA=5+47.67
INSTALL FH
STA=2+23.01
5-LF OF 8" WATERLINE
13-LF OF 8" WATERLINE
33-LF OF 12" PVC @ 0.22%
5-LF OF 8" WATERLINE
26-LF OF 8" WATERLINE
18
"
MI
N
.
8" E INV IN=4851.48
8" SW INV OUT=4851.38
SSMH #9
STA=0+33.35, 5.00' R
RIM=4857.80
8" N INV IN=4852.40
8" E INV IN=4852.40
8" S INV IN=4852.40
8" W INV OUT=4852.30
SSMH #10
STA=2+38.08, 5.00' R
RIM=4858.70 8" W INV OUT=4853.27
SSMH #11
STA=4+56.59, 5.00' R
RIM=4858.50
6-LF OF 8" WATERLINE
70-LF OF 8" PVC @ 0.40%
205-LF OF 8" PVC @ 0.40%
219-LF OF 8" PVC @ 0.40%18
"
M
I
N
.
MAINTAIN 18" VERTICAL SEPARATION POTABLE & NON-POTABLE WATER.
10' EACH SIDE OF NON-POTABLE WATER LINE. (4) 45° ELBOWS
163-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
20-LF OF 8" WATERLINE
5-LF OF 8"
WATERLINE
68-LF OF 8" WATERLINE
8"x8"x6" TEE W/
45° ELBOW
8"x8" TEE W/
45° ELBOW
14-LF OF 8"
WATERLINE
W E
S
N
030'30'15'
SCALE: 1" = 30'
13
PP
-
7
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16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
10
9
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
SEE SOUTHWEST SERVICE
CONNECTION PLAN & PROFILE
(SHEET PP-8)
PLUG AND THRUST BLOCK 8" WATERLINE AT PROPERTY LINE
(SEE GENERAL NOTE 1 ON SHEET 4/C-2 FOR CONNECTIVITY TO SOUTH)
6'
'
P
S
6'
'
P
S
6'
'
P
S
W W W W
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
6'
'
P
S
6'
'
P
S
6'
'
P
S
W W W W
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SS
8'
'
S
S
)
(8''SS (8''SS
0+00 1+00 1+20
SSMH #7
SSMH #6 (DOGHOUSE MH)
1
1
EX. SSMH
EX. SSMH
6''PS 6''PS 6''PS 6''PS 6''PS 6''PS
W
W
S
D
S
D
S
D
6''PS 6''PS 6''PS 6''PS 6''PS 6''PS 6''PS
W
W
S
D
S
D
S
D
12'
'
S
D
)
8'
'
W
8''W 8''W
8'
'
S
S
)
8''SS)8''SS)8''SS)
(8
'
'
S
S
(8
'
'
S
S
2+000+00 1+00
7
7
7 1
1
SSMH #9
SSMH #8 SSMH #7
10
'
5'
15'
19
.
5
'
±
11
.
6
±
4848
4850
4852
4854
4856
4858
4860
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00
18
"
M
I
N
.
EX. 12" S.D.
CROSSING
SW INV OUT=4853.84
EX CB #1
STA=1+07.93, 10.95' L
RIM=4857.29
10-LF OF 8" WATERLINE
18-LF OF 8" WATERLINE
CONNECT NEW 8" WATER MAIN TO EXISTING 8" WATER
MAIN BEFORE HYDRANT VALVE.
(FIELD VERIFY DEPTH AND CONNECTION LOCATION)
6'
M
I
N
.
B
U
R
Y
EX. 6" PRESSURE SEWER
EXISTING FH
STA=1+43.98
8" N INV IN=4850.34
8" W INV OUT=4850.24
SSMH #7
STA=1+79.55, 5.00' L
RIM=4858.85±
(MATCH EXISTING ASPHALT)
8" NE INV IN=4851.10
8" S INV OUT=4851.00
SSMH #8
STA=0+15.85, 5.00' L
RIM=4858.46± (MATCH EXISTING ASPHALT)
164-LF OF 8" PVC @ 0.40%
111-LF OF 8" WATERLINE
12-LF OF 8" WATERLINE
70-LF OF 8" PVC @ 0.40%
6''P
S
6''P
S
6''P
S
6''P
S
6''P
S
6''P
S
6''P
S
6''P
S
8''W
8''W
8''
W
8''
W
1
2
'
'
S
D
)
G
B
G
B
8''W
8''W
8''SS)
(8'
'
S
S
(8'
'
S
S
8''S
S
)
8''S
S
)
TBC: 57.80
TBC: 58.40
TBC: 58.48
TBC/LP: 57.70
TBC: 58.10
TBC: 58.10
TBC/LP: 57.80
TBC: 59.35
TBC: 59.35
SDMH #6
CB #6A
CB #6B
TBC/HP: 58.15
7'
1+20
0+00
1+00
WATERLINE ENCASEMENT
(12" C900 PRESSURE PIPE)
10
'
10
'
2
3
5
5
7
9
10
1 1
1
2
4
7 7
SSMH #9
SSMH #8
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 1+20
EX. 6" PRESSURE SEWER CROSSING
(FIELD VERIFY DEPTH & LOCATION)
18
"
M
I
N
.
18
"
M
I
N
.
(S
T
O
R
M
C
R
O
S
S
I
N
G
)
33-LF OF 12"
PVC @ 0.22%
SE INV OUT=4854.10
CB #6B
STA=0+45.96, 11.68' R
GRATE=4857.10
12" NW INV IN=4854.03
12" SW INV IN=4854.18
24" E INV OUT=4852.41
SDMH #6
STA=0+32.43, 18.92' L
RIM=4857.40
5-LF OF 8" WATERLINE
13-LF OF 8" WATERLINE
5-LF OF 8"
WATERLINE
26-LF OF 8" WATERLINE
20' TO BE ENCASED WITH 12" C-900 PRESSURE PIPE
5-LF OF 8"
WATERLINE
20-LF OF 8"
WATERLINE
5-LF OF 8"
WATERLINE
NOTE: SEWER LINE NOT SHOWN FOR CLARITY OF WATER CROSSING
7-LF OF 8"
WATERLINE
111-LF OF 8" WATERLINE
4846
4848
4850
4852
4854
4856
4858
4860
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 1+20
8" N INV IN=4849.76
8" E INV IN=4849.86
8" S INV OUT=4849.76
SSMH #6 (DOGHOUSE MH)
STA=0+11.28, 0.00' L
RIM=4857.80±
(MATCH EXISTING ASPHALT)
8" N INV IN=4850.34
8" W INV OUT=4850.24
SSMH #7
STA=1+05.57, 0.00'
RIM=4858.85±
(MATCH EXISTING ASPHALT)
(EX.)
(EX.)
94-LF OF 8" PVC @ 0.40%
EXISTING 6" PRESSURE SEWER
EXISTING GRADE
W E
S
N
030'30'15'
SCALE: 1" = 30'
14
PP
-
8
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N
16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF REXBURGSTANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON SHEET D-1.
2" FIRE SERVICE LINE (CLUBHOUSE) PER CITY OF REXBURG STANDARDS TO MECHANICAL ROOM
WITH REMOTE READOUT PER JRW ARCHITECTURAL PLANS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 ON SHEET D-2.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-4 FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
TRANSITION CURB LIP UP TO LIP DOWN.
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (APARTMENT BUILDINGS)3
NOT USED
NOT USED
NOT USED
4
5
6 11
2" WATER SERVICE PER CITY OF REXBURG STANDARDS. WATER METER TO BEINSTALLED IN MECHANICAL ROOM W/ REMOTE READOUT PER JRW
ARCHITECTURAL PLANS.
NOT USED
NOT USED
4" FIRE SERVICE PER CITY OF REXBURG STANDARDS TO MECHANICAL
ROOM PER JRW ARCHITECTURAL PLANS.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1. (CLUBHOUSE)
W
E
SN
030'30'15'
SCALE: 1" = 30'
ALIGNMENT "SOUTHWEST SERVICE CONNECTION (2)"
SAW-CUT EX. ASPHALT FOR WATERLINE
CONNECTION TO EX. WATERMAIN &
REPAIR PER REXBURG STANDARDSPRESERVE & PROTECT
EX. CURB & GUTTER
PRESERVE & PROTECT
EX. CURB & GUTTER
EXISTING
BUILDING
CONNECT TO EXISTING 8" WATER MAIN &
THRUST BLOCK PER REXBURG STANDARDS
(FIELD VERIFY CONNECTION LOCATION & DEPTH)
18-LF OF 8" WATERLINE
PRESERVE & PROTECT
EX. VALVE & HYDRANT
W
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N
030'30'15'
SCALE: 1" = 30'
70-LF OF 8"
PVC @ 0.40%
SAW-CUT EX. ASPHALT FOR SERVICE
CONNECTIONS TO EX. WATERMAIN
& SEWER. REPAIR ASPHALT PER
REXBURG STANDARDS SAW-CUT EX. ASPHALT FOR SERVICE
CONNECTIONS TO EX. WATERMAIN & SEWER.
REPAIR ASPHALT PER REXBURG STANDARDS
PRESERVE & PROTECT
EX. CURB & GUTTER
PRESERVE & PROTECT
EX. VALVE & HYDRANT
CONNECT TO EXISTING 8" SEWER LINE WITH DOGHOUSE MH
(FIELD VERIFY CONNECTION POINT & DEPTH)
PRESERVE & PROTECT
EX. CURB & GUTTER
70-LF OF 8"
PVC @ 0.40%
15
'
P
.
U
.
E
.
ALIGNMENT "SOUTHWEST SERVICE CONNECTION (1)"ALIGNMENT "SOUTHWEST SERVICE CONNECTION (3)"
SAW-CUT EX. ASPHALT FOR SERVICE
CONNECTIONS TO EX. WATERMAIN & SEWER.
REPAIR ASPHALT PER REXBURG STANDARDS
50' P.U.E.
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16
4
1
0
1. CONTRACTOR IS RESPONSIBLE FOR THE OFFICIAL WRITTEN SWPPP AND NOI MEETING EPA REGULATIONS.
2.CONTRACTOR SHALL INSTALL A DIRT BERM OR SILT FENCE AROUND THE PERIMETER OF THE SITE(S) WHERE EARTHWORK IS TAKING
PLACE TO LIMIT POLLUTANT DISCHARGE LEAVING THIS SITE AND ENTERING ADJACENT PROPERTIES. THIS CAN BE INDIVIDUAL
BUILDING SITES OR ENTIRE PERIMETER. CONTRACTOR TO MAINTAIN BERM OR SILT FENCE REGULARLY TO ENSURE SEDIMENT AND
OTHER CONTAMINANTS FROM MIGRATING OFF PROJECT SITE.
3. CONTRACTOR TO ESTABLISH A STAGING AREA FOR FUELING AND ENSURE COMPLIANCE WITH SPILL PREVENTION AND CONTAINMENT
BEFORE THE START OF ON SITE CONSTRUCTION ACTIVITIES.
4.CONTRACTOR SHALL ENSURE TRUCKS EXITING THE PROJECT SITE ARE NOT TRACKING MATERIAL OFF SITE. IN THE CASE TRACKING
MATERIAL OFF SITE OCCURS, THE CONTRACTOR SHALL HAVE A PICK-UP BROOM (OR OTHER EQUIPMENT) ON SITE TO ENSURE THE
OFFSITE ROADWAYS REMAIN CLEAN. THIS WILL BE SCHEDULED ON AN AS NEEDED BASIS.
5.IF THE CONTRACTOR DOESN'T CONTROL THE TRACKING OF MATERIAL ONTO THE CITY/COUNTY ROADWAYS TO THE SATISFACTION OF
THE CITY, THE CITY MAY SHUT DOWN THE PROJECT UNTIL THE CONTRACTOR INSTALLS ANTI TRACKING PADS (STONE OR
CORRUGATED STEEL PANELS) AT A DESIGNATED EXIT POINT PRIOR TO EXITING THE SITE.
6. CONTRACTOR TO INSPECT EQUIPMENT/VEHICLE STORAGE AREA AND FUEL TANK WEEKLY AND AFTER STORM EVENTS. LEAKS TO BE
REPAIRED IMMEDIATELY. SPILL CLEANUP MATERIALS SHALL BE AVAILABLE ON SITE AND PROPER DISPOSAL OF CONTAMINATED
MATERIAL SHALL BE DISPOSED OF PER EPA GUIDELINES.
7. INSTALL CONSTRUCTION RACK/MAT, SHAKER PLATE, RUMBLE RACK OR EQUAL TO MITIGATE TRACKING OFF SITE. CONTRACTOR TO
SUBMIT SPECIFICATIONS TO ENGINEER FOR APPROVAL.
BERM ALONG PERIMETER
CONCRETE WASH-OUT
STABALIZE CONSTRUCTION ENTRANCE (SEE NOTE 7)
INLET PROTECTION
CONCRETE WASHOUT
STABILIZED CONSTRUCTION ENTRANCE
SEE BALLAST DETAILROADWAY UNDER
CONSTRUCTION
EXISTING PAVED
ROADWAY
SHOULDER TO
SHOULDER WIDTH
100'
M
I
N
E
X
C
E
P
T
5
0
'
M
I
N
F
O
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P
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E
C
T
SITE
S
O
F
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E
S
S
T
H
A
N
1
A
C
R
E
GEO-TEXTILE FILTER FABRIC
BALLAST DETAIL
12" MIN. COMPACTED
FRACTURED STONE
LEGEND:
NO SCALE
NO SCALE
BERM AROUND
PERIMETER 12" WIDE
MINIMUM
10 mil PLASTIC LINING
2 FEET DEEP MINIMUM8'
MIN.
LATH AND
FLAGGING ON 3
SIDES 8' MIN.
A A
NOTES:
1.ACTUAL LAYOUT DETERMINED IN THE FIELD
2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 32 FEET
OF THE TEMPORARY CONCRETE WASHOUT FACILITY
3.WASH OUT CONCRETE TRUCKS IN DESIGNATED AREAS ONLY
4.AVOID MIXING EXCESS CONCRETE
5.WASHOUT AREA CAN ALSO BE USED FOR SHEET ROCK MUD, STUCCO,
MASONRY, ETC.
6.COLLECT LIQUID WASTE IN A TEMPORARY LINED PIT AND ALLOW IT
TO DRY
7.THE PIT SHOULD BE LARGE ENOUGH TO CONTAIN ALL WASTE FROM
WASHOUT
8.LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM STORM
DRAIN OR RECEIVING WATERS
9.KEEP THE WASHOUT AREAS AWAY FROM ARES OF CONSTRUCTION
TRAFFIC
10.INSPECT DAILY WHEN IN USE
11.ALLOW WASTE TO DRY AND THEN DISPOSE OF AS SOLID WASTE
12.MAINTAIN WASHOUTS TO PROVIDE A MINIMUM 1 FOOT
FREE-BOARD FOR BELOW GRADE FACILITIES
13.CLEAN LEAN EXISTING FACILITIES OR CONSTRUCT ADDITIONAL
FACILITES WHEN THE WASHOUT IS 50% FULL
CONCRETE WASHOUT SIGN
DETAIL (OR EQUIVALENT)
CONCRETE
WASHOUT
BERM
SECTION A-A
NATURAL GROUND
LATH AND FLAGGING
ON 3 SIDES
BERM AROUND PERIMETER
12" WIDE MINIMUM
10 mil PLASTIC LINING
2' MIN.
SWPPP PLAN NOTES
DETAIL A-A
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16
4
1
0
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
SHE
L
F
SH
E
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
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E
D
BE
D
D
I
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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
MULTI-USE ASPHALT PATHWAY SECTION6
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
2" THICK ASPHALT PAVING
TOP COURSE
HAND TAMP EDGES
STRAIGHT
CONTINUE BASE COURSES
6" BEYOND EDGE OF
ASPHALT
4" THICK - 3/4" MINUS
GRAVEL, TYPE B BASE
COURSE
8' TO 10'
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4
1
0
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
12
"
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
ADS STORM TECH SYSTEM NOTES:
1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND
COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J
4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE
STORMTECH CHAMBERS FOR THIS PROJECT.^J
5.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.^J
6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED
EXCAVATION WALLS.
7.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.
30"
(762 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
SUBGRADE SOILS
(SEE NOTE 5)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
END CAP
6" (150 mm) MIN
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
D
C
B
A
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
12" (300 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) MIN51" (1295 mm)6"
(150 mm) MIN
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART #: MC3500IEPP24BC
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
MANHOLE
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS
601T NON-WOVEN GEOTEXTILE SC-740 CHAMBER
SC-740 END CAP
SC-740 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY
RECOMMENDS FLEXSTORM PURE
INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ADS STORM INFILTRATION NOTES
1.THE ADS STORM INFILTRATION SYSTEM SHOWN IS SIZED USING
ADS STORM TECH SC-740 CHAMBER SYSTEM. THE CHAMBER
AREAS ARE SET FOR DESIGN FOR EACH AREA; HOWEVER THE
LENGTHS AND WIDTHS MAY VARY TO MEET SEPARATION FROM
OTHER UTILITIES OR CONSTRUCTION OBSTACLES.
2.CONTRACTOR TO SUPPLY AND SUBMIT FINAL ADS STORM TECH
DRAWINGS AND SPECIFICATIONS (OR EQUAL SYSTEM) TO
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
3. CONTRACTOR TO INSTALL THE ADS STORM TECH SC-740 SYSTEM
(OR EQUAL) WITH NYLOPLAST INLET AND OUTLET (OR PRECAST
CONCRETE) PER MANUFACTURERS DRAWINGS AND
SPECIFICATIONS.
NOT TO SCALE
STORM TECH SC-740 ADS CHANBER SYSTEM6
B
B/3
MI
N
.
A
TEE BEND/ELBOW
REDUCER
22а 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.